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Specifications
P LM 2006-00549/S IT2006-00008 DARTMOUTH SQUARE 11945 SW 70T" AVE City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 November 16, 2006 q !NI Myhre Group Architects T I G A RD Brian Frey 700 SW Taylor St. Suite 400 Portland,OR 97205 RE: DARTMOUTH SQUARE—SITE REVIEW Project Information Building Permit SIT2006-00008 Construction Type- II-B Tenant Name: Dartmouth Square Occupancy Typ . B Address: 11945 SW 70th Ave. Building Ar- 4410 to ,38,830 sq ft The plan review was performed under the State of Oregon Struv ral Sp- •. • Code (OSSC) 2004 edition, the Tualatin Valley Fire& Rescue Fire&Life Safety Require e for Fire i epartment Access and Water Supplies based on the 2004 Oregon Fire Code as amende• - .`' ' . The submitted plans are approved subject to the following. Deferred submittals:Items which may be de ed in a but are not limited to,the following: Raised floor systems, glazing systems, sky :ht oode steel, or composite floor or roof trusses, suspended ceiling system,retaining walls el ' g s s and steel storage racks, stairway system etc, will be charged a deferred submittal f: bas - , the valuation of the portion of the work being deferred.The minimum fee shall be : 0. `i 1 fee is in addition to the project plan review fee based on the total project value. OAR ' 8-050-01 • Deferred Items: *Approved easement 1- m ,, • +n location of FDC (check valve located on privet property) *Ultrablock (Modal. re ,. in• • "Documents for clef •: submittal i shall be submitted to the registered design professional in responsible charge who shall review them an, ',� them to the building official with a notation indicating that the deferred submittal �, gg documents ha ' .' n re '1'%'d• I been found to be in general conformance to the design of the building. The deferred submittal i " ' 'all not. "nstalled until the design and submittal documents have been approved by the building official Oregon ur• •ecial Code Section 106.3.4.2" E :. * 1. Erosion control measures shall be in place prior to excavation or grading. RETAINING WALLS 2. Retaining Walls shall be installed per engineer design and manufactures specifications. Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 3. Special inspection is required for engineered grading, excavation and fill.The special inspection agency shall furnish inspection reports to the Engineer of Record,the General contractor,and the City of Tigard Building Division (attn. Hap Watkins). All discrepancies shall be brought to the attention of the general contractor for correction.The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, is in conformance with the approved plans and specifications and the applicable workmanship provisions of the code 1701.3 OSSC 4. The City of Tigard,Building Division, is requiring Structural Observations per section '09 Oregon Structural Specialty Code (OSSC).The owner shall employ a registered design prof- ' - • .•erform structural observations as defined in Section 1702, OSSC.The structural observatio. sh. t k e place during the placement of retaining walls. Deficiencies shall be reporte • writin: ' the owner and to the City of Tigard,Building Division,attention Hap Watkins. FIRE LINES—OFC 508- NFPA 5. FDC line/valves and fire sprinkler line shall be designed by N ' , ('''41141!1)01N A 13.All piping shall be inspected prior to backfill. 6.The fire service main shall be flushed thoroughly befor- . -, j , to the system riser in order to remove foreign materials that might have entered th- .• . ' g • e course the installation.The flow rate shall not be less than the water demand rate .' 1 ystem. ction 10.10.2 7.Hydrostatic testing of the underground pip •, sh •ccur •on completion of work. The contractor's material and test certificate for undergro d p sing be completed and signed. Copies shall be prepared for approving authorities, o - • on. .ctor. Section 10.10.1 (All piping shall be inspected prior to backfill.) 8. Fire department connections - all s e located and arranged so that hose lines can be readily and conveniently attached to e , out interference from any nearby objects,including buildings, fences,posts,or other fire •ep. • e connections. 5.9.5.2 9. All piping and attached app -: ces subjected to system working pressure shall be hydrostatically tested at 200 psi ' •ar) or `0 psi (3.5 bar) in excess of the system working pressure,whichever is greater,and 'n` i • at pressure without loss for 2 hours.Loss shall be determined by a drop in gauge pr e or v al leakage. The test pressure shall be read from a gauge located at the low elevati o f th system or portion being tested. Section 10.10.2.2 10.Th ice main shall be minimum 36 inches below grade under driveways and 30 inches elsewh e. e depth shall be measured from the top of the pipe to finished grade. Section 10.4 11.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 12.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 13. 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. 14. Piping shall be listed for fire protection service and shall comply with the standards in a 10.1.1 15. Each fire department connection to sprinkler systems shall be designated by a sign as ows: (1) The sign shall have raised or engraved letters at least 1 in. (25.4 mm) in he -. a pla r fitting. (2) The sign shall indicate the service for which the connection is intended and s IV." •r example as follows: 5.9.5.3 AUTOSPKR OPEN SPKR AND STANDPIPE 144V 16. A sign at inlets shall indicate the pressure required to deliv r greates ystem demand. 5.9.5.4 • ACCESSIBILITY 17.Accessible walkways and routes shall not exc a run slope of 1 unit vertical in 20 units horizontal (5% slope). Cross slopes shall n, ex d 1 vertical in 50 units horizontal (2% slope). 1103 OSSC 18. Accessible parking spaces and access . i ,e located on a surface with a slope not to exceed 1 unit vertical in 50 uni horizon . all directions. 1104.4.3 OSSC 19.The accessible parking sits is ivoil to be 84 inches to the bottom of the sign. Approved Plans: 1 set . -+ved p s, bearing the City of Tigard approval stamp,shall be maintained on the jobsite.The glans shall b .Table to the Building Division inspectors throughout all phases of construction. 106.4..lop C Premises I- . • cati 1: Approved numbers or addresses shall be provided for all new buildings in such a positio to . slain visible and legible from the street or road fronting the property. When g revised drawings or additional information,please attach a copy of the enclosed City of Tigard, tt of Transmittal.The letter of transmittal assists the City of Tigard in tracking and processing e documents. Respectfully, dr, c, Val Henzel, Senior Plans Examiner 1 - --- lop' ,.- OFFICE copy CONSTRUCTION PLANS FOR _ 1 .. _ • [4 ' ; "it 1 _ _ _ ,, 4 ' - , -' lw; rm._ _I iO i 'd A11111' Aiiii , , iiilliP --'-'--- ..illfr, ... .. fvlQ{ - - m :. , . _"__-.-_. .,' `wee igttei t !©l k r7 ✓�r` -- A'„,8•te;s.,..�>, >w a..,.3 ;b., ached - --- °•- . ) Att � t ) pp nails Approved. t__ IP:tu t I COMMERCIAL I OFFICE SITE DEVELOPMENT PERMIT SUBMITTAL ^Ss: ' " / PERT#IT NO. �. -• e Letter tp'Falfow ' -� By ., Date: aa�c .. .. .,,,,,, Jai Addre*s: 'I PROJECT TEAM 1 IA 1 , 0 i 14J I in" r..;-$ I -------® ! DEVELOPER LANDSCAPE ARCHITECT ,{ 1{ r COQ i 1®��� �� . �. y1 �.,. w! 7 --r--- i®- - ®r----®_ MME" _. i ' CO LANPACIFIC INC. '� ����� MIIP // t:;t: ..m.,... :,,,.,,..•,,;_,,,,,,,.,,.... ....{,�....., .�...-.-»--�--_--- »=-�-- ... 1 - "" E GM.,»..�-..�.-.--�---�----�-�► � z � � �= 1. r--t 1 : u�L-1 ice,. �ql �rr t__�__.__-�-�-�.�_ �_ i,,, ......._. 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Plre Sprinkler I I /r '; iri i �� t ARCHITECT I F. •BERG }Ire Sfiann :trir:t :ng I a ,..,.,'-: ..... ...,._ f,:,._._,..•.::;1:::. .........=. ....,.,..... . .,,:;;r.:.......;....;;---- �. f #_ GROUP ARCHITECTS. !�� t 1 El��� � MYHRE ARC CTS I Mechanical■r■ �{I{ilfl{ 1. �� I , r/ !PI it 105 SE TAYLOR ST, SUITE 307 L_t ic(,,.: my c- * • Plumbing q Er PORTLAND, OREGON 97214 Cr CE 0 r/ :,', _ ,_ w 503-236-6000 , ; > I gin rin sh�� �� Truss // P _, , i� CONTACT: BRIAN FREY < •i Shop Drawl il I ii' ! l! i > < : In r fi her TM CO I l' // ! � ,? .Q ,,,. ,,, a�°;¢wih a Fire-Resistive �aterla� /' , 0 C3') _.__ _ _ -.._ 'Mt 4 I t ; -,i 41: e , UrAte Piers and Cain © :!'. A rt P'1 RD il-- 1 - I iij me ,. �t t uniall z r � I : . .r.I-= rei U11L11Y CONTACTS g ,•,,... eu.e.,.o.aso;��r;.r.f. ■�i �� - £, _ _ a v X� 4` >3 r i I LER Iffell iiiriirmwz..,,m rmw-iiii�rii,.,9wwzzir tm.,zizwt,wz.i ,,,,= - L_.. _. ##���F 1 __ _ 1 - s mac' ' . 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TAX LOT: 1S136DC 4400 vi °'�', __ , _ , _ _____ _________ ,._,...,_______ _, _ ,XAT-.-.°_,, -y - , -`"C.- -- PO BOX 1100 220 NW 2ND AVENUE BEAVERTON, OREGON 97076 PORTLAND, OREGON 97209 SITE ADDRESS: 11935 SW 70TH AVE co ® .._®...,_..... _.. ®.M __.,,_,-_... ....®..-------------°°.. 503-526-0357 (503) 220-2357 TIGARD, OREGON < CONTACT: RUSS WELLS CONTACT: LANCE CHEELEY- - -- --• - • - ri............... ,dam ...+.. , .,�. - ....-- . O F". FFICE COPY -- ./ OREGON UTILITY 14-1.114k , ,:z l C� ..._cc N. Nt- SITE NOTIFICATION CENTER g MAP 1-800-332-2344 Ail►, SHEET INDEX °o y- N Q -a GENERAL COVER SHEET 00 -c-.) GENERAL CONSTRUCTiON NOTES col EXISTING CONDMONS PLAN o X v �. 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF 25. THE CITY'S INSPECTOR MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS CO2 GENERAL COMMOTION NOTES I-- L..< d TRAFFIC CONTROL DEVISES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR t Ae ° °v UNIFORM TR AF CO3 PROPOSED PLAT / SITE PLAN TRANSPORTATION, FHWA, 1988 ED. SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION 2 ' °, �. 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE AT ANY TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE C04 GRADING PLAN ,�Ll_ `' U, P v ACCOMPLISH CLEAN UP. PERMIT HOLDERS' EXPENSE. (,;Q5 RETAINING °' WITH THE CITY'S STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE WITH A 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE ETAINING WALL PLAN AND PROFILES 6 N ; CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE Ui > t INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY oa APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY EROSION AND SEDIMENT Q N 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT ACCOMPLISH EFFECTIVE EROSION CONTROL. CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER 15 N HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE SATISFACTION. IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE E���� O EROSION AND SEDIMENT' CONTROL COVER in PERMIT HOLDER S ES STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT "' TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE. EE! CLEARING AND DEMOLITION ESC PLAN -. :,F 5 Id DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND TIGARD AND BEAVERTON REPLACED, WITH LIKE KIND AND MATERIAL. 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE E2 GRADING, STREET, AND UTILITY CONSTRUCTION ESC PLAN SCHOOL DISTRICT. (in 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN PLACED. ESCO3 E AND SEGMENT CONTROL DETAILS 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTIONS SHALL BE PROVIDED TO WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE Z THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO r SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND IN STREET AND STORM CONSTRUCTION PLANS ��-® PR I& INITIATION OF CONSTRUCTION WORK. STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT e4s Q I NF�r `, 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT 014 DARTMOUTH STREET AND UTILITY PLAN AND PROFILE # ..1 �` .a Rs IrtAr NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 CHANGES. Cm 70TH AVE, STREET A iv 11111-11.11 ND UTILITY PLAN AND LE WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED. HOURS (MIN.) PRIOR TO START WORK. DAMAGE TO UTILITIES SHALL BE 30° THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY D12 PRIVATE STORM F'l•.�11�I �:If ` k r . 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO CORRECTED AT THE PERMIT HOLDERS' EXPENSE. INSPECTOR, IN WRITING, THE NAME AND»24 HOUR EMERGENCY TELEPHONE NUMBER vC Y 10 2a o'` INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY C13 PRIVATE ONSITE SANITARY SEWER AND WATER PLAN ° s , t,. AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - C 14 SITE SPECIFIC DETAILS Z arT ei 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ALL 9:00 P.M. TO 7:00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF ASSIGNMENT EXCAVATIONS.CHANGES. / C15 STREET AND STORM STANDARD DETAILS EXP. 12/31/07 8:00 A.M. SATURDAY, NOR BETWEEN 9:00 P.M. TO 9:00 A.M. SUNDAY. FACILITIES BY NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. C16 STREET AND STORM STANDARD DUALS 2 CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. 31. 1T IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER # I DATE I BY 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF C17 STORM AND SANITARY SEWER STANDARD DETAILS SHALL ALSO BE PROVIDED FOR. { 20.A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO C:18 WATER STANDARD DETAILS 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL SHALL BE PLACED ON TRENCHES WITHIN ROADWAY AT THE END OF EACH DAYS THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE 1 REQUIREMENTS PUBLIC SAFETY. UNSAFE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO WORK. NO TRENCH, ON SITE OR OFF--SITE, SHALL BE LEFT AT ANY TIME IN AN PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. MISCELLANEOUS { I UNSAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR { I 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. 32°BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL I _ I 0 CONTACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, (503-639-4171) 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING CLEAN AND HAVE THE CITY COMPLETE APRE--ACCEPTANCE VIDEO INSPECTION OF L01 PUBLIC LANDSCAPE PLAN / DETAILS ALL NEW SEWER LINES, THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 L,O2 PRIVATE LANDSCAPE PLAN / DETAIL I I TO ESTABLISH A PLACE, TIME, AND DATE FORA PRE-CONSTRUCTION MEETING. FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE I S 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED REPAIRED BEFORE PLACEMENT OF FINAL LIFT. IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK 503-639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, SHALL BE DONE AT THE PERMIT HOLDERS' EXPENSE. p'+ � + DATE I 10/10/06 TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED 22. AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, AREA CALCULATIONS PROJECT RECORD DRAWINGS: -- DRAWN ! JSE LISTING) AND AFTER COMPLETING WORK COVERED BY PERMIT. I INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION CONTRACTOR SHALL PROVIDE OWNER OR OWNER'S REPRESENTATIVE WITH A REDLINED l's 0" DESIGNED JSE I EME 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED PLANS AND, ALSO, ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC PRE-DEVELOPED POST-DEVELOPED COPY OF THESE CONSTRUCTION PLANS SHOWING CONSTRUCTED AS--BUILT ELEVATIONS, CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL LOCATIONS AND PLAN DEVIATIONS. REDLINED AS-BUILT DRAWINGS SHALL BE SUBMITTED PROJECT # [ FBD04-OO1 AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCE PUBLIC ROW IMPERVIOUS -- -- 3,772 SF 0.09 AC TO OWNER'S REPRESENTATIVE ONE WEEK PRIOR TO REQUESTING WALK-THROUGH AND/OR PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN (FORM ATTACHED). PUBLIC ROW PERVIOUS -- -- 3,083 SF 0.07 AC ACCEPTANCE OF SUBSTANTIAL COMPLETION. Q / SHEET TITLE AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF - -- 6,856 SF 0.16 AC BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. BLUELINE "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER I, THE UNDERSIGNED, STATE I HAVE CHECKED AND VERIFIED THAT THESE REDLINED DRAWINGS ARE ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. FIIIMM SYSTEMS) MAY BE REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO ONSITE DEV. IMPERVIOUS 3,320 SF 0.08 AC 64,787 SF 1.49 AC SHEET NUMBER 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. ONSITE DEV. PERVIOUS 79,755 SF 1.83 AC 11,432 SF 0.26 AC OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE 24.REPORTS,PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. TION 83,075 SF 1.91 AC 76,219 SF 1.75 AC SIGNATURE DATE �"'� MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE (SEE DEVELOPER - V COO AT THE WORK AREA ENGINEER AGREEMENT NOTE #5.) CITY OF TIGARD CASEFILE SDR2006- I I 11'1 0 , ___ _ _______ ____ _ _ ___ _____ _ ___ ___ ___ _ __ ____ _ _ _ _____ / STREET CONSTRUCTION NOTES STORM D CONSTRUCTION NOTES 1. ALL CONSTRUCTION AND MATERIALS WITHIN WASHINGTON COUNTY RIGHT-OF-WAY SHALL CONFORM 1. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS AND THE TO WASHINGTON COUNTY STANDARD SPECIFICATIONS. APPLICABLE REQUIREMENTS OF CLEAN WATER SERVICES R&O 04-09 AND THE APPLICABLE 2. ALL CONSTRUCTION AND MATERIALS WITHIN THE CITY OF TIGARD RIGHT-OF-WAY SHALL CONFORM REQUIREMENTS OF CITY OF TIGARD AND/OR WASHINGTON COUNTY. TO CITY OF TIGARD STANDARD SPECIFICATIONS. 2. ALL C.S.P. SHALL CONFORM TO ASTM C76, CLASS 3 UNLESS OTHERWISE NOTED. PIPES IN AREAS 3. DESIGN AND CONSTRUCTION REQUIREMENTS NOT ADDRESSED IN THE CITY OR COUNTY STANDARDS WITH LESS THAN 3' OF COVER AS MEASURED FROM TOP OF SUBGRADE WITHIN ROW LIMITS SHALL SHALL BE GOVERNED BY THE OREGON APWA STANDARDS. BE AWWA C900 OR DUCTILE IRON PIPE CONFORMING TO THE REQUIREMENTS OF ANSI A21.50-1 OR 4. ALL SPECIFIED AGGREGATE (3/4"- 0" & 1 1/2"-0") SHALL MEET APWA STANDARDS. AWWA C150-1, CEMENT LINED PUSH-ON JOINT. THE MINIMUM THICKNESS SHALL BE CLASS 50 (UP 0, < THROUGH 12 INCH DIAMETER PIPE) AND CLASS 51 (FOR 14 INCH DIAMETER PIPE OR LARGER). UJ 5. THE REQUIRED DENSITY FOR TREATED AND UNTREATED SUBGRADE MATERIALS 95% OF MAXIMUM 3. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTORS 1.-- D DENSITY AS DETERMINED BY AASHTO SHALL NOT BE LESS THAN 95% OF T-180. RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO 0 6, THE CRUSHED ROCK BASE FOR PAVING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY USING CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. A Z 0 ASHTO T-180. THE DENSITY OF ASPHALT CONCRETE 92% FOR THE TOP LIFT AND 91% FOR ALL BASE LIFTS AND SHALL BE AT LEAST THE THEORETICAL MAXIMUM DENSITY AS DETERMINED BY 4. PIPE BEDDING AND BACKFILL SHALL CONFORM TO THE CLEAN WATER SERVICES R&O 04-09. ODOT TM 306. 5. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF 0.S.H.A. AND IN Z 01) 7. USE 3,300 PSI CONCRETE FOR ALL SIDEWALKS, CURBS, AND DRIVEWAYS PER WASHINGTON COUNTY PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION OF WORKMEN. 0 STANDARDS, CITY OF TIGARD STANDARDS AND APWA STANDARDS. 6. RIM ELEVATIONS OF MANHOLES AND CLEANOUTS WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED RIM ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT 8. STATIONING IS BASED UPON PROPOSED STREET CENTERLINE UNLESS OTHERWISE SPECIFIED. SHALL BE SET 6" ABOVE FINISHED GRADE. F- 1 9• NOTIFY COUNTY INSPECTOR AND ENGINEER 2 BUSINESS DAYS BEFORE COMMENCING WORK WITHIN 7. ALL STORM SYSTEMS SHALL BE VIDEO 1NSPEC 0 COUNTY JURISDICTION. TED, PASS THE REQUIRED COMPACTION TEST (ASSHTO T-180), AND A DEFLECTION TEST, PER CLEAN WATER SERVICES AND CITY OF TIGARD AND/OR D H 10. NOTIFY CITY INSPECTOR AND ENGINEER 2 BUSINESS DAYS BEFORE COMMENCING WORK WITHIN CITY WASHINGTON COUNTY STANDARDS. Cr C JURISDICTION. 8. CONTRACTOR IS TO USE PIPE TYPES AS SPECIFIED IN CONSTRUCTION PLANS. ANY CHANGES MUST Fa" D 0 11. EROSION CONTROL, DRAINAGE CONTROL AND DEBRIS CONTROL SHALL BE PROVIDED FOR AT ALL BE APPROVED REVISIONS TO THE PLANS BY CLEAN WATER SERVICES. TIMES AND SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION. UNSATISFACTORY g, ALL STORM SEWER PIPE SHALL BE GASKETED PIPE CONFORMING TO CLEAN WATER SERVICES R&0 (i) CD PERFORMANCE IS CAUSE FOR TERMINATION OF ALL WORK AT THE SITE UNTIL CORRECTION OCCURS O4-09. Z 0 ki- SATISFACTORY TO CWS. 12. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL ALONG THE EXISTING 10. ALL STORM SEWER LATERALS SHALL TERMINATE 2 FEET BEYOND THE PUBLIC UTILITY EASEMENT 0 0 ROADS AS REQUIRED BY WASHINGTON COUNTY AND/OR THE CITY OF TIGARD. UNLESS OTHERWISE NOTED AND SHALL BE PLUGGED TO PREVENT DIRT AND DEBRIS FROM ENTERING PIPE IN ACCORDANCE WITH CWS STANDARDS. THE ENDS OF ALL STORM SEWER LATERALS SHALL 0 2 15 13. ALL SIGNING, PAVEMENT STRIPING AND MARKINGS AND PERMANENT BARRICADES WITHIN THE BE MARKED WITH A VERTICAL 2x4, EXTENDING FROM THE PIPE INVERT TO A POINT AT LEAST 18 COUNTY RIGHT-OF-WAY TO BE INSTALLED, REMOVED AND/OR REINSTALLED BY PERMITEE WITH INCHES ABOVE FINISHED GRADE. THE 2x4 SHALL BE PAINTED WHITE ON ALL SIDES, MARKED CZ WASHINGTON COUNTY APPROVAL. "STORM" ON THE STREET SIDE AND MARKED WITH THE DEPTH IN FEET AND TENTHS FROM FINISHED GRADE TO THE INVERT. 14. SAWCUT STRAIGHT LINES TO MEET EXISTING PAVEMENT WITH NEW PAVEMENT. 11. ALL STORM SEWER LATERALS SHALL BE WHITE PVC PIPE CONFORMING TO THE REQUIREMENTS OF fr M i"-- 15. ADJUST ALL MANHOLES LIDS, VALVE BOXES, AND MONUMENT BOXES TO FINISHED GRADE. ASTM D3034, SDR 35, WITH THE FOLLOWING EXCEPTION: WHERE PIPE COVER IS LESS THAN 24" 16. STREET LIGHTING SHALL BE IN ACCORDANCE WITH THE APPROVED STREET LIGHT PLAN. FROM THE BOTTOM OF SUBGRADE TO THE TOP OF THE PIPE WITHIN THE PUBLIC RIGHT OF WAY, Z < THE PIPE MATERIAL SHALL BE CEMENT LINED PUSH-ON DUCTILE IRON CLASS 50, CONFORMING TO 17. ALL BURIED STRUCTURES (I.E. TANKS, LEACH LINES, DRAIN TILE, AND PIPES) NOT DESIGNATED TO ANSI A21.50-1. AS INDICATED ON SHEET C101 THE SLOPE OF ALL STORM LATERALS SHALL BE 2 REMAIN ON THE SITE, SHALL BE REMOVED AND THE RESULTING EXCAVATIONS SHALL BE PROPERLY PERCENT UNLESS OTHERWISE NOTED AND THE MINIMUM SIZE SHALL BE 4" UNLESS OTHERWISE BACKFILLED AND COMPACTED PRIOR TO ANY GRADING OR FILLING OPERATIONS. THIS IS TO INCLUDE NOTED. CD a 0 STUMPS AND ROOTBALLS OF TREES TO BE REMOVED FROM THE SITE. PROVIDE INSPECTION WITH 12. THE CONTRACTOR SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT DIFFERS FROM THE APPROVED DISPOSAL SITE PRIOR TO EXCAVATION AND REMOVAL. APPROVED PLANS AND SHALL MAINTAIN "RECORD DRAWINGS" DURING THE CONSTRUCTION PERIOD. 18. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES. "RECORD DRAWINGS SHALL BE SUBMI I 1 tD TO THE ENGINEER AT THE END OF THE PROJECT. o 19. CONTRACTOR SHALL REMOVE ALL TREES (MARKED), SHRUBS, RUBBISH, AND MAN-MADE STRUCTURES INCLUDING, BUT NOT UMITED TO, CONCRETE SLABS, WALLS, VAULTS, FOOTINGS, ASPHALTIC PAVED SURFACES, GRAVELED AREAS, SHEDS OR OTHER FREE-STANDING BUILDINGS I 0, °' : (CONSTRUCTED OF WOOD, CONCRETE, METAL, ETC.) BUILDINGS FOUNDATIONS, FENCES, RAILING, C MACHINERY, ETC. WITHIN THE CLEARING LIMITS. THE ITEMS LISTED ABOVE SHALL BE DISPOSED OF r.NOTES 0 - v") '4) OFF-SITE. IT SHALL BE THE LITY TO STRUCTURES TO BE REMOVED PROVIDE INSPECTION SWATH APPROVED I DISPOSAL SITE EXCAVATION � R SEWER CONSTRU TIO AND REMOVAL. M fr ---i ,L,-) g)) 20.THE AREA OF THE SITE DESIGNATED ON THE PLAN TO BE REGRADED SHALL BE STRIPPED TO 1. SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH CLEANWATER SERVICES 1 -,j REMOVE ORGANIC MATERIAL. SEE GEOTECHNICAL REPORT FOR DEPTH. STANDARD SPECIFICATIONS AND DRAWINGS, R&O 04-09. ® Q 21. ALL UNSUITABLE MATERIAL (SOIL & VEGETATION) REMOVED DURING THE CLEARING AND GRUBBING 2. ALL SANITARY SEWER PIPE (EXCEPT SEWER SERVICE LATERALS) SHALL BE 8" PVC PIPE vi P OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFF-SITE IN A SUITABLE CONFORMING TO ASTM SPECIFICATION D3034 (SDR 35). JOINTS SHALL BE RUBBER RING TYPE ,,,� Lo LOCATION APPROVED BY THE ENGINEER AND CIT OF TIGARD AND/OR WASHINGTON COUNTY. EXCESS (CLEAN WATER SERVICE APPROVED) CONFORMING TO ASTM SPECIFICATION D2112. PIPES IN AREAS ro TOPSOIL NOT USED IN RIGHT-OF-WAY AND MEDIANS SHALL BE MADE AVAILABLE TO BUILDERS. WITH WITH LESS THAN 3" OF COVER SHALL BE PVC C-900 OR DUCTILE IRON PIPE CONFORMING TO PROVIDE INSPECTION WITH APPROVED DISPOSAL SITE PRIOR TO EXCAVATION AND REMOVAL, THE REQUIREMENTS OF ANSI A21.50-1 OR AWWA C150-A, CEMENT LINED PUSH-ON JOINT. THE F." 22.EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 INCLUDING MINIMUM THICKNESS SHALL BE CLASS 50 (UP THROUGH 12 INCH DIAMETER PIPE) AND CLASS 51 NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 BUSINESS DAY HOURS, (FOR 14 INCH DIAMETER PIPE OR LARGER). Fma" BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. 3. ALL SANITARY SEWER SERVICE LATERALS SHALL BE 4" GREEN PVC PIPE CONFORMING TO ASTM d' 23.UTILITY CONDUITS ARE TO BE ELECTRICAL GRADE SCHEDULE 40 PVC & EXTENDED TO 6' PAST SPECIFICATION D3034 (SDR 35) AND AT A MIN. SLOPE OF 2%, UNLESS NOTED OTHERWISE. c� eC RIGHT-OF-WAY LINES WITH 36" OF COVER. w 31 N 24.ALL UTILITIES SHALL BE INSTALLED UNDERGROUND. 4. HYDROSTATIC AND AIR TESTING OF SANITARY SEWER LINES AND MANHOLES SHALL BE CONDUCTED IN w `' a, acs ACCORDANCE WITH CLEAN WATER SERVICES STANDARDS. ALL NECESSARY TESTS SHALL BE PERFORMED % ; VI BY THE CONTRACTOR AND WITNESSED BY A REPRESENTATIVE OF CLEAN WATER SERVICES AND THE W a' `21Z N ENGINEER. v v a L 5. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS THE CONTRACTORS +' RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION a°. Q °v AND INFORM THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR LOCATES AT LEAST 48 1 ® �.. HOURS PRIOR TO CONSTRUCTION. 'a FINISHED RIM ° 5 c 6. SHE M ELEVATIONS OF MANHOLES WITHIN PAVEMENT ARE APPROXIMATE, FINAL FINISHED RIM � •� ELEVATIONS SHALL MATCH FINISHED PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL BE SET V) N 6" ABOVE FINISH GRADE. 0 o CO i 7. PIPE BEDDING AND BACKFILL SHALL CONFORM TO CLEAN WATER SERVICES AND CITY OF TIGARD W > I STANDARDS. TOP 2' TO BE TOPSOIL IN LANDSCAPE AREAS. < a�a. 8. SANITARY SEWER MANHOLE CONSTRUCTION SHALL CONFORM TO CLEAN WATER SERVICES STANDARDS, o R&O 04-09. ,n 9. ALL SANITARY SEWER SERVICE LATERALS SHALL TERMINATE AT THE PROPERTY LINE UNLESS OTHERWISE �... C) sit NOTED, AND SHALL BE PLUGGED TO PREVENT DIRT AND DEBRIS FROM ENTERING PIPE IN ACCORDANCE W o ITH CLEAN WATER SERVICES STANDARDS. THE ENDS OF THE LATERALS SHALL BE MARKED WITH A - WOOD 2"X4" SET VERTICALLY AND EXTENDING AT LEAST 24" ABOVE FINISHED GRADE. THE WOOD MARKER SHALL BE PAINTED WHITE, OR MARKED AS DIRECTED BY A REPRESENTATIVE FROM CLEAN WATER SERVICES. ,1 10. A MINIMUM OF TEN FEET (10') HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERLINES AND �„D PROI SANITARY AND STORM MANHOLES. ALL CONSTRUCTION MUST MEET DEQ AND STATE WATER RESOURCES G I N `ss/ BOARD REQUIREMENTS FOR SEPARATION. .4-� �4) y ,.. > ,060 :., y 11. ALL SANITARY SYSTEMS SHALL BE VIDEO INSPECTED, PASS THE REQUIRED COMPACTION TEST (ASHTO ..�„,. T-180), AND A DEFLECTION TEST AND AIR TEST, PER CLEAN WATER SERVICES STANDARD rill' SPECIFICATIONS. ALL REQUIRED TESTING SHALL BE PERFORMED BY THE CONTRACTOR. •RE �N 12. THE CONTRACTOR/ENGINEER SHALL KEEP RECORDS OF ALL CONSTRUCTION THAT DIFFERS FROM THE ' �G' Y 10,2d�� APPROVED PLANS AND SHALL MAINTAIN "RECORD DRAWINGS" DURING THE CONSTRUCTION PERIOD. Z SeOTT "RECORD DRAWINGS" SHALL BE SUBMI 1 I ED TO THE ENGINEER AT THE END OF THE PROJECT. EXP. 12/31/07 2 -- # 1 DATE I BY WAThR LINE CONSTRUCTION NOTES 0 0 1. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TVWD STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 2. NOTIFY TVWD, 48 HOURS PRIOR TO COMMENCING CONSTRICTION TO SCHEDULE A PRE-CONSTRUCTION ( 1 MEETING. TELEPHONE 503-642-1511. 3. ALL WORK SHALL BE II ACCORDANCE WIN 1UALA11N VAL FY WATER OIS1RIC1 TER SYSTEM STANDARDS. DAZED MARCH 20. 2002 0 4. ALL WORK WILL BE INSPECTED AND APPROVED BY TVWD. F." 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OMNI 4" 4 401.1114 IMO" 440111111.111111411111111#411.11a141110 NOM 01/4/10 0144.1•41411441MAIMINNIIIII 4////0 4.1141MI 41411MIIIMMOMMIIIIIIIIIIIIIIIIMI MINIM 41101•1# 41•111111111111411411114 MOM 4111•110 111111111111.01111111111011.1110•1111110 ----•-- -„, -■. ,_,.. . .--------- - • . ---...----. • ........------ . --'----"--- .--.------"-- ' ______ --..---- • .^----- • -----.-. . ---- --------- . -------."-- -----.............. -- -.- ------ , • • -------- " 1■18111.11011MMININIF 411111111. IIIIIM INIMIIIIIIIIIIIIIIMIIIM1110 _.,..---- • --------- ...------ • ----- - _----- ''-'--'-' . ------- * ------"- - - - - -----* 1 0 .cs_.\kD PROTI-3,,, GENERAL CONSTRUCTION NOTES srrE CONSTRUCTION NOTES CONT. . COMPACT COMPACT COMPACT ."..‘ LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILABLE INFORMATION. IT IS PI CONSTRUCT TYPICAL HANDICAP RAMP A.D.A. STANDARDS. ..(f- STANDARD CURB LEGEND I ... : ...- ,c)...,,,,,,,„00e.-ft ,- ' '':-N'' 31-4:: i - THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND LOCATION OF EXISTING SEE SHEET SD9 FOR DETAIL. 8' "COMPACT" PAINTED IN _. ........ ., UTILITIES PRIOR TO CONSTRUCTION AND INFORM THE ENGINEER OF ANY DISCREPANCIES EACH COMPACT STALL EXISTING LOT LINE 41.1111111111111MMNIIIIP MOOS 441141111.4 4W ■111/0 (If) IN THE PLANS. CALL FOR LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. I 2 I CONSTRUCT TYPICAL HANDICAP PARKING STALL, WITH A.D.A. 3" WIDE WHITE PAVEMENT • EXISTING CENTER LINE F.' ' (/ 2. THE CONTRACTOR SHALL AT ALL. TIMES ABIDE BY APPLICABLE SAFETY RULES OF APPROVED SYMBOL AND SIGN. SEE THIS SHEET FOR DETAIL. EXISTING FENCE LINE X ,:. 0.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE SHORING AND TRENCH I 3 CONSTRUCT 6' WIDE CONCRETE SIDEWALK. SEE SHEET SD9 FOR DETAILS. 4" ASPHALTIC CONCRETE Z 7 6\COTT PROTECTION OF WORKMEN. COMPACT PARKING STALL DETAIL :tro.i,tyzovi44....i,,, *744.-4,e*wl•f•leta*Z*14:4402-. EXISTING CURB 3. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY ALL APPROPRIATE CODES, LAWS r,--A- CONSTRUCT 8' WIDE CONCRETE SIDEWALK. SEE SHEET SD9 FOR DETAILS. NTS >t:4-44.014;4•111.100,iNXikt- 8" COMPACTED AGGREGATE BASE ROCK EXISTING STREET STRIPING - - --1 - W EXP. 12/31/07 .ii,'Olf,t_441.1";_fittatt±.041 AND REGULATIONS THAT GOVERN CONSTRUCTION WITHIN THE CITY OF TIGARD. ...... , ... ...mu. MIMI EXISTING STREET SIGN 1 2 ,.. ..,.. CM re.dio" COMPACTED SUBGRADE 4. TFIE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY SURVEY MONUMENTS THAT 14- CONSTRUCT STANDARD CURB. SEE SHEET SD9 FOR DETAIL. 1 " ..,..-ii ,,_. EXISTING CATCH BASIN ARE DISTURBED DUE TO CONSTRUCTION. 5 CONSTRUCT CAST IN PLACE RETAINING WALL. SEE SHEET RW1 AND RW2 5. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL ALONG OF TFIE ARCHITECTURAL PLANS FOR RETIANING WALL DE:TAIL AND SCHEDULE. It) STANDARD CURB TYPICAL SITE PAVEMENT SECTION EXISTING CONCRETE SURFACE . . . . . :,. . . D # 1 DATE BY THE EXIS1ING ROADS AS REQUIRED BY TFIE CITY OF TIGARD. co 6. ALL CONSTRUCTION SHALL CONFORM TO CITY OF TIGARD STANDARDS AND SPECIFICATIONS SEE SHEET C05 FOR RETAINING WALL PROFILES 9' * SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE, PAVEMENT; AND SUBGRADE COMPACTION REQUIREMENTS. PROPOSED RIGHT OF WAY LINE '''''' F-6 SEE ARCHITECTURAL PLANS FOR PGE VAULT ECLOSURE DETAILS 3" WIDE WFIITE PAVEMENT PROPOSED LOT LINE 7. EXCAVATORS MUST COMPLY WITH THE PROVISIONS OF ORA 757.541 THRU 757.571 SIRIPE TYPICAL PROPOSED EDGE OF PAVING . „ . ..„ _ ' '''' .'s- ' '''' .:- r'' ''"H 171 SEE ARCHITECTLIRAL PLANS FOR REFUSE AND RECYCLE ENCLOSURE DETAILS. I 8. ALL WORK SHALL BE PERFORMED BY CITY APPROVED CONTRACTORS. 1112ICAL PARKING STALL DETAIL PROPOSED CURB LINE :2".AcS0P:A AL T lc CT E DCONCRETE AGGR 8 SEE OFF-SITE PLANS FOR DRIVEWAY APPROACH INFORMATION. NTS PROPOSED ASPHALTIC SURFACE I' I' i '' : INSTALL PRECAST CONCRETE WHEEL STOP (TYP.). SEE SHEET C13 FOR DETAIL. 1--1 EGATE BASE ROCK PROPOSED SIDEWALK ElEEil]E] 0 1 A /A1/.../r/44_..„/ ll / -.,,,,.,-..,--,,,,,,,,,,,,,,,,,,,,*,,,,,,,,,,,,,,,,,,,,,,,,,-;:v4 ''finiiiiriTiorelybrYslepf.",..Vii, 16kes 1411110*-00140.1111eVilf ii (2 - 2" LIFTS) PROPOSED RETAINING WALL DATE 10/10/06 ez2222zEzz=tzzwzzzzz222221 I I ii-cc INSTALL 4' x 4' TREE WELL USE STD. CURB FOR BORDER. . ,// _......______.., TYPICAL STOP BAR "rif-s""A`..r.V.1,44.04.1 oiltf4I'ob:of*VrtP,A.i.•'<if.A1 1"1". DRAWN JSE SEE STD. CURB DETAIL SHEET SD9. 3" STRIPES @ 2' O.C. ..,...404-1,...-*41,-„,i-Vkieverii PROPOSED LANDSCAPE AREA 12,.....:.iii,...-:-;:-:::-.:-:-•;-...:-...„:.:.-.--::::-.4...-...;,.-:-..-.„.::::.:-....--..1 ..0..; ctlitt;istITAtizak,:tiitat,041,, GEO TECH N I C AL FABRIC AM ACO 2002 0 DESIGNED JSE ITT SEE LANDSCAPING PLANS FOR LANSCAPING INFORMATION. --_,-ILyttp 1 Ariall-,LIL--4 , OR EQUIVALENT PROPOSED PARKING LOT LIGHT (it COMPACTED SUBGRADE 4 1121 BIKE RACK. SEE ARCHITECTURAL PLANS FOR DETAILS &,. (--\. PROPOSED FLAG POLES o o 0 CHECKED EME WET WEATHER PAVEMENT SECTION PROPOSED STREET LIGHT cr PROJECT # MGA05-008 1-1-31 CONSTRUCT CONCRETE BOLLARD. SEE SHEET C13 FOR DETAIL. ...1.... -/...., 9'..\---TYPICAL HANDICAP SIGN .3('' * SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE, PAVEMENT, I''' SHEET TITLE A Mow. 11 41 SEE ELECTRICAL PLANS FOR SITE LIGHTING INFORMATION. At■ID SUBGRADE COMPACTION REQUIREMENTS. 8' = VAN ACCESSIBLE SCALE: 1"=20' CO SITE PLAN IT1 NOT USED 6' = STANDARD 1. 11.Tiliiii [.. 1h!-1 SHEET NUMBER INSTALL PYLON MONUMENT SIGN. SEE MECHANICAL PLANS FOR DETAIL Z F-61 TYPICAL HANDICAP PARKING STALL 2o to 0 20 NTS 0 CO3 CITY OF TIGARD CASEFILE *..T SDR200600001 O \.................•■•••••*..................................** .l.■./............* .. .......................■■■■•■ ••••■•.......*••■••■•./..■*..... ..................*./.*■••■•■•..14............... \ . . GRADING AND EROSION AND SEDIMENT CONTROL PLANS J 0 DARTMOUTH SQUARE cr F-- o LLJ COMMERCIAL OFFICE SITE DEVELOPMENT . 0 fr CITY OF TIGARD, OREGON F.- z < ii 1 DEVELOPER STANDARD ESC PLAN DRAWING NOTES EROSION CO E VMP MATRIX FOR CONSTRUCTION ON PHASES UJ D i-__-- ZIMMLER DEVELOPMENT, LLC 1. APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES ON ALL DISTURBED MASS UTILITY STREET FINAL WET WEATHER ..�..CI 0 tiNC,,AY CONTACT: MARK FERRIS AREAS AS GRADING PROGRESSES. (SCH A.S.b.ii.fi.) CLEARING DEMOLITION GRADING #NSTALLA110N GONSTRUC110N STABILIZATION E}CT. 1 - APR. 3® �. 7465 SW FIR LOOP, SUITE 400 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE I .....�.�..�....�� r��®�, W: - ` TIGARD, OREGON 97223 GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. (SCH A.7.o.i. EROSION PREVENTION LLJ . _._.; ,.,,,._...�1....,.........,......,. ,- CI VOICE: 503-598-3440 x 113 3. DURING WET WEATHER PERIODS TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT BMP'S CO CO �Y,orj1Y1..M,".111.I.TimIW.i ! eWa.Mjy„rnr�..M. ,...-t--- - -a`a-Fw+�w#r1Yr., 1 - i i FAX: 503--598 { THE END OF EACH WORK DAY IF RAINFALL IS FORECAST IN THE NEXT 24 HOURS. (SCH PRESERVE NATURAL `r-► -, u r f { �..F f. ° . j�. � ' EMAIL MARKF©ZIMMLER.COM .. �.1 � - , . r j A.7.o.ii.} VEGETATION + F OR IRM ENICNEERIN+G IM 4. ALL EROSION AND SEDIMENT CONTROLS NOT IN NE DIRECT PATH OF WORK MUST BE GROUND 0 1_�____.,..�,. 9� o INSTALLED PRIOR TO ANY LAND DISTURBANCE. (SCH A.7.c.ii.) COVER SW 1 LANPACIFIC, INC, 5. PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICABLE HYDRAULIC CONTACT: J. SCOTT EMMENS,EN S, PE V ,,,; � ,,,.,�,,,,,,,..,;.,.., ■;�■, �! BEFORE AND AHLR GRADING OR CONSTRUCTION (SGHA.7.c.iii.1) APPLICATIONS (e) I-- 1 . , z �- • .�'% -..�-. -. '"-i...--,.-= ►-"--�r- t. i. ■b: 1001 SE WATER AVE., SUITE 360 cr D c 0 - ,• ,,, t ; , s 1 , t v .-= -= ' z. ' ' 9� 6. ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT PLASTIC MIN / f ,} '` j ,g■ 1 PORTLAND, OR 97214 VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. (SCH I Mfi %�� VOICE: 503-238-2097 ... SHEETING X I ':_........ c.iii.3. tip , ,�■ I A.7. } a _ FAX 503-238-2447 MATTING LL1 0) � � ,# I 7. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES rr --- - Is --7-1 , ; I 11: EMAIL JSEC LANPACI IC.COM OF THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION. (SCH A.7.d.i.(1)) .�__ 1III ; ,? = .. f i 1 A ' = I _ r La 1111 I` DUST _ -- II /;, ; .; ; ,; ■is , : i- _ __ _ .1A _ _, 1 4,'•I■■ � I � SURVEYING p&& 8. ALL ACTIVE CATCH BASINS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED 1 II . k,`1....»...,,-,: ....;-j�-i...INS _..,....-;,_..k.....'..,......;.,..�..,'.... �■m w9 ) i 1 SUI I'LL i II'riil I�I Ulil a 0 a tt ; .�" ■.■ ■ � ., CONTROL 1��,�`a=_ _.;�R IJ h IUhUflIUhIUuUUU1111111�i�oi�i,■� I AT ALL LIMES DURING CONSTRUCTION. (SCH A.7.d.i.(2}} �_.r... I iE , _ ,,�;....,-,_.;,--- 1 _.____r____ ,�■ TS, INC. . TEMP./PERM. *■ WESTLAKE CONSULTANTS, C WATER--TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE X X ai 1 �` N■ � [ CONTACT: PATRICK R. TORTORA, P.E. CONSTRUCTION SITE. AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON-SITE AT A SEEDING < 2 tf AU I/I :I I _ l 15115 SW SEQUOUTA PARKWAY, SUITE 150 DESIGNATED LOCATION USING APPROPRIATE BMP's; SOIL MUST BE DRAINED SUFFICIENTLY BUFFER CD Flal" s "'■ a TIGARD, ►_ FOR MINIMAL SPILLAGE. (SCH A.7.d.iii.3) ZONE CD 4 -... fit ; �„� OREGON 97224 I "'�a •a[ VOICE: 503--684--06, 2 ra: �tfia 10. TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES MUST OCCUR AT THE END lira ' - SEDIMENT CONTROL 3 FAX: 503-624-0157 a llil i' ;aG ! OF EACH WORK DAY OR OTHER BMP s MUST BE IMPLEMENTED TO PREVENT TURBID BMP'S EMAIL:. :�illR _ 1 DISCHARGES TO SURFACE WATERS. (SCH A.7.e.ii.2.) SEDIMENT FENCE 11. DEVELOP AND MAINTAIN ONSITE A WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURE. .... ._,...,-s...., .-,....,:... ...._, N��� ENE DE X X X 0■r -. .�-`_ � (PERIMETER} �` 1 -- _z _ ■■z■ �� ._:-�.� (SCH A.7.e.iii.3} _ s_-_____ ___,,, i._-- ■aa� SEDIMENT FENCE cr ..""'""""....,•J"'"/r'/r'r/i/'//„r//„'/l/'///i/'/!" / ;f ..1:; MUM? K* EXI STI N Q S12. ANY USE OF TXOTHER HAZARDOUS MARIALS MUST INCLUDE PROPER STORAGE, X X X X 1 US THE S E E iEd9iif.7PiiiRM.2Y�fiEi��1EG6E�J�K►i��/��!It�lf lBf�rYiiA3i�3J"i�Ed�lfalEi ��/lYlli1e3i7tCEIL"lEri 7t iiiX�dllliilrilifalllr:!7�=/lEiflf�IdifEi�Giii'llltlQlj��ft7: -.- STRAW "'� ► ` = 13. THE PERMITTEE MUST PROPERLY PREVENT AND MANAGE HAZARDOUS WASTE, USED OILS, _ _d.__ WATTLES ___ . _ _. _._-_._M DEVELOPED SITE CONDITIONS CONTAMINATED SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER ___r-_ _..___-__.__..__w._-_..___.___._�.__..___._ ___ __.._.. _. _____. _ TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. (SCH A.7.e.i.1 AND FILER =__:__.____--- _.- _- - .._ -- ___._. ._ _ - _ - - UTILITIES COMMERCIAL BUILDING WITH PARKING LOT AND . . + ... .-__!_____ �____.�. - SCH A 7 e iii 4) BERM . . c� 14. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVE THE SITE MUST BE CLEANED UP WITHIN INLET 0 S.W. STREET 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. PROTECTION X X X X X X A.V. a K..n, .-... . r. 41) . �h°���` ���"�� .�._ .�_��..``������"b ���.,,��,.� NATURE OF CONSTRUCTION ACTIVITY AND -�_ ,. n -a = n - n` ` �- THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING DEWATERING �.... „�.� ro !1-��MM4.......W ..... �.!! ® ®1..4�iP�®i.rMM1OY ....i..I�AYO ..... '� N TIME TABLE FOR MAJOR ACTIVITIES A REOCCURRENCE OF THE DISCHARGED WITHIN THE SAME 24 HOURS. ANY IN--STREAM ' Pi- Zi 1. CLEARING AND TREE REMOVAL CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF w ®, S'TE MAP AUGUST 2, 2006 _ AUGUST 16, 2006 STATE LANDS REQUIRED TIME FRAME. (SCH A.7.f.i.1) SEDIMENT W I [2:1 2. DEMOLITION OF EXISTING STRUCTURES 15. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR TRAP _, cr 00 SCALE: 1" = 50' AUGUST 2, EXISTING - AUGUST STRUCTURES 2006 WATERBODIES. OR DRY SWEEPING MUST BE USED TO CLEAN UP RELEASED SEDIMENTS. RUN-OFF CONTROL - -- r --_._ „■� 3. MASS GRADING (EXCAVATION AND FILL) (SCH A.7.f.i.2) BMP'S • -a �� ■p-�''•� at AUGUST 14, 2006 - OCTOBER 1, 2006 16. THE APPUCA11ON RATE OF FERTIUZERS USED TO REESTABLISH VEGETATION MUST FOLLOW CONSTRUCTION X �' •°v ,�,� � j�,/,rr 4. STREET AND UTILITY CONSTRUCTION THE MANUFACTURERS RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO ENTRANCE X X X -MIN> AUGUST 14 201)6 -- OCTOBER 25, 2006 SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND ....I 'n PIPE SLOPE to S. FINAL STABILIZATION CARE SHOULD BE TAKEN IN THE APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY DRAIN R IIIIP SEPTEMBER 18 2006 - MARCH 1 2007 = E RIPARIAN ZONE. (SCH A.7.f.e.3•} OUTLET PROTECTION TOTAL SITE AREA 17. SEDIMENT MUST BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT HAS REACHED A ENERGY DlSSIPATOR X X X X X Ir '' HEIGHT OF THE HEIGHT OF THE FENCE ABOVE THE GROUND, AND BEFORE FENCE F"' 11111114 _, 83,075 SF 1.91 ACRES REMOVAL. (SCH A.7.f.ii.1.) SURFACE t TOTAL DISTURBED AREA 18. SEDIMENT MUST BE REMOVED FROM BEHIND B!0 BAGS AND OTHER BARRIERS WHEN IT HAS ROUGHENING �- i� •' 111112 83,075 SF = 1.91 ACRES •• CHECK 2 c� r ,�N. 4 4r ♦ ` 83, 5 S E REACHED A HEIGHT OF TWO (2) INCHES AND BEFORE BMP REMOVAL. (SCH A.7.f.n.2.) DAMS z z v rn / O 19. CLEANING OF TRAPPED CATCH BASINS MUST OCCUR WHEN THE SEDIMENT RETENTION ,�, ® `�'A. 414*101 IF ♦ - - 1� CAPACITY HAS BEEN REDUCED BY FIFTY (50) PERCENT, POLLUTION PREVENTION a �►111,tiling SITE SOIL CLASSIFICATION E ( } E , AND AT COMPLETION OF PROJECT. %1 c I �Q _ (SCH A.7.f.ii.3.} - BMP'S D s ,, 45C WOODBURN SILT LOAM, 7 TO 12 PERCENT `� NW ' SLOPES 20. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP MUST OCCUR PROPER v WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY (50) PERCENT, SIGNAGE .° al E 40111•441■‘. _, ON-SITE SOILS HAVE A MODERATE EROSION AND AT COMPLETION OF PROJECT. (SCH A.7.f.ii.3&4) RAZ WASTE v '-- \ i-•- POTENTIAL. ALL FILL MATERIAL SHALL BE 21. DEQ MUST APPROVE OF ANY TREATMENT SYSTEM AND OPERATIONAL PLAN THAT MAY BE MANAGEMENT ® � /7 �. GENERATED ON-SITE FROM GRADING EXCAVATION NECESSARY TO TREAT CONTAMINATED CONSTRUCTION DEWATERING OR SEDIMENT AND :,., ,�, v SPILL KIT AND UTILITY TRENCH SPOILS. TURBIDITY IN STORMWATER RUNOFF. (SCH A.7.f.iii.) ON-SITE °j 0 I 22. SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY (30) DAYS OR MORE, THE u, N./k- • ` _ RECEIVING WATER BODIES ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH CONCRETE X a, i 14k' ---'�-- SBER` FANNO CREEK BASIN WASHOUT AREA X X ° I G LAYER, TEMPORARY SEEDING, OR OTHER METHOD. (SCH A.S a.) [ii e 23. SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN (15) DAYS OR MORE ON ANY . 00, PERMITTEE S SITE INSPECTOR SIGNIFICANT PORTION OF A CONSTRUCTION SITE, TEMPORARY STABILIZATION IS REQUIRED N a --i FOR THAT PORTION OF THE SITE WITH STRAW, COMPOST, OR OTHER TACKIFIED COVERING 3 po l (! Q TO BE DETERMINED THAT WILL PREVENT SOIL OR WIND EROSION UNTIL WORK RESUMES ON THAT PORTION OF �, CONTACT: TBD THE SITE. (SCH A.8.b.) )14111t STREET TBD RA STATEMENT "" f .,. 7 CITY, STATE "" VOICE: TBD A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ'S GUIDANCE MANUAL HAS BEEN (1) � < KRU A Y FAX: TBD REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE USTED BMP'S WERE NOT CHOSEN ► �---•-..,, EMAIL: CL.E ANWATER SERVICES ESC' PL.AN NOTES BECAUSES THEY WERE DETERMINED TO NOT EFFECTIVELY Z EFFE VELY MANAGE EROSION PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT DESCRIPTION OF EXPERIENCE:O X YEARS OF 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND BASED ON SITE SPECIFIC CONDITIONS, INCLUDING SOIL CONDITIONS, TOPOGRAPHIC CONSTRAINTS, ACCESSIBUTY TO THE SITE AND 0 �'�® PR,0/ I ID PUBLIC AND PRIVATE E TION EROSION AND SEDIMENT MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH OTHER RELATED CONDITIONS. AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISED THE ESC PLAN, AN AC ION "LAN �� 5,/ �.._, B ON I TA R[} LI) CONTROL INSPECTION. INSPECTION OF PROJECTS � 1' -1 i .,_ LOCAL, STALE, AND FEDERAL REGULATIONS. WILL BE SUBMITTED. ,yf , J -- DR IN THE GREATER PORTLAND METRO AREA. 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, } `�I I I '� ( INSPECTION NOTES�FREQUENCY VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE N ` L am -�r * • 1. ONCE PER WEEK ON ACTIVE SITES CLEARLY DEUNEATED IN THE FIELD. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE ► o ••... - -"''' ' IS PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER PERMII`IEE MUST MAINTAIN NE F" c,N 2. ONCE EVERY TWO WEEKS ON INACTIVE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE ' s '� VICINITY MAP SITES DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. Z cOTT 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP's THAT MUST BE INSTALLED ARE A W EXP. 12/31/07 SCALE: NOT TO SCALE 3. WITHIN 24 HOURS OF A 0.5" RAIN EVENT GRAVEL CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. PROJECT THESE BMP's MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. SHEET INDEX 2 LOCATION: PROJECT DESCRIPTION: 4. DAILY WHEN STORMWATER RUNOFF IS 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT I DATE OCCURING. SEPTEMBER 1; THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON D # BY LOCATED AT INTERSECTION TOF NORTHWEST AND SW 70TH TAX LOT 04400 (WASHINGTON COUNTY TAX MAP is 1 5. ALL INSPECTIONS MUST BE MADE IN 5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE CAR ESC . P., 36DC) LOCATED IN THE SOUTHWEST 1/4 OF THE DISH GED OVER AN UNDISTURBED, GRADING AND EROSION AND SEDIM .NT CO OL 1 AVENUE IN THE CITY OF TIGARD, WASHINGTON COUNTY, SOUTHEAST 1/4 OF SECTION 36, TOWNSHIP 1 SOUTH, ACCORDANCE WITH DEX 1200-C PERMITS PREFERABLY VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP i.e. (FILTER OREGON. REQUIREMENTS PER SECTION 66. 1 RANGE 1 WEST, WILLAMETTE MERIDIAN, WASHINGTON BAG). COVER ER S SITE AD RESS: 11935 SW 70TH AVENUE TIGARD COUNTY, OREGON. 6. INSPECTION LOGS MUST BE KEPT IN 6. THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE I I OREGOND 97223 ' ACCORDANCE WITH 1200-C PERMIT INSTALLED PROPERLY TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ESCO1 CLEARING AND DEMOLITION EROSION AN® I. { REQUIREMENTS PER SECTION 6B. ENTER A SURFACE WATER SYSTEM, ROADWAY, OR OTHER PROPERTIES. LATITUDE: 45'26'2" LONGITUDE: --122°44'56.4" 7 SITE E CONDITIONS.MEASURES SHOWN ON CONSTRUCTION THI PLAN RE MINIMUM REQUIREMENTS FOR ANTICIPATED SEDIMENT CONTROL PLAN 7, ANY CHANGES AS A RESULT OF DURING THE PERIOD, THESE MEASURES SHALL BE 0 INSPECTIONS MUST BE INDICATED ON THE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ESCO2 GRADING, STREET AND UTILTY C - DATE I 10/10/06 APPROVED ESC PLAN AND ON THE ACTION EROSION CONTROL REGULATIONS, CHANGES To THE APPROVED ESC PLAN MUST BE PLAN. ALL CHANGES MUST BE SUBMIT ED SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ PER THE 1200 C PERMIT. DRAWN I JSE ATTENTION EXCAVATORS: EROSION AND SEDIMENT CONTROL PLAN TO DEQ 0R ITS AGENT. 8 IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED WHICH MAY 0 DESIGNED I JSE OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE 8. HOLD A MEETING OF PROJECT OTHER APPROVED APPUCATION FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR ESCO� EROSION AND SEDIMENT RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE CONTROL DETAILS D CHECKED I EME RULES FROM THE CETNER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONSTRUCTION PERSONNEL THAT INCLUDES 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. cr PROJECT # I MGAO5-008 CONTACT THE CENTER, YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN THE ESC INSPECTOR. EXCAVATION. CALL 503-246-6699. I_i SHEET TITLE ESC COVER SHEET z SHEET NUMBER 0 ESCOO ______ 0 \ -- a -- -- / CD <C I �rari OTEXTLE BLANKET SED3MENT FENCE PER BMP SC-1 OR :. _ W x I FIBER ROLLS PER BMP SC-7 ""•'''::i�;; DRAIN INLET ,,,,.,f,,■,� rrrf x {11111tH{411!ii 0 ;�i1111'(t#111111:`+ //\•/,,,, .7........„.._....... }ttl/lA�tllj1111#r►ttl \i A'\!1\,f\�lf\'1�\!1`,/f\\ff\�f/�f%//' i i v V',,1/,1/�l!/\ a■,f f _.: dillfif11f i 1#lit ,.. \�i/\�j!`ti\�\'�jf`y\i!\\ !/��i/��\�i!\\110,1,\\111`x\\i! i.,:liam i 31 ,{iii giro; iit it1�i / j . irar�i L w ..,Nr.ttr r,c, „,�,,.rf, ; l�l#iit ��p`\ \ \ \ \ 1.t11iti Retail+ �\♦�♦\f\il��\ 61111{tlitl�girti il{ii111111t ttjri; °'x111111*11111{1� {11111"it 11111iIi' Elilil'it111iillll' ,i:,t,Itlf.nl111rI r Cr CC 3ilf/!,/1liillilfrl �Nitifiltllill11111 ,,,t.ii.i rut;t' .iInartt, i t t fuy�rNttte frill►, 1711.w tTiyr„s IIi!Jt I1I1111tMIIt►1r.77-7. . .77. 41!!IIIVJI111t#1�L ,1t111l11��I1tr1, . - _ ...� ,,, „ - ....._ _ Sr.,.f,t� .''.t,rtf iiiI1jiiiit wr.n..� ■.Lr :11fi rnsrirr�„�~�!�tergal: Iliiiiil:R.iiitt11t1........--4I---------- ii w■ ,rn■■=M�Sw^ 11 rl�1i■►.r■r��f► t� 11 t�ftttilil4l. A ��- A. 0 < ,.,:._••••• ttu,i - (i1i1111ti! ,a..._...aiw�r�■. .un� t(1�11i 1lrllir{11R - 1;,,�.-z.,*l,,„i,,,#„ a:mall'iitiitivo puttigr..015!!...let 3 ,i;it'... 11,1113111111/a If'. E�CTiON A A 'f""�. W.-_- „�... ,f•;,f ... _' tar-.:.'tr.. (11111101 1113--_ _ 1 11,11111Rttt1111,( I" OTEXIILE BLANKET 1Mit.Uv,rio.∎1.,.4.:-.'"?.::::' < D X x X X X • .utmt eii.,: 0.5 MIN. OVERLAP AT ENDS CATCH ;11111111w411SISit OF SEDIMENT FENCE 111iiilltI tl x x 4IIiIIIIti�111ti1I� - - PLAN It{I��l'i�lEl�l�tli idffis1.it-Tr#ur rase. 1t111r$llRllt1111.1' ....1 CI rr����= .■qtr I>r ili t�.r*`�i�s >•lllssa�ii' i�+ f�ii�: tilt - .. 0 (111) �-..�.--.t iiiitkii i,i tl ',iiiNt,,,:;.i.- A �I A ISM. 1 U ') I1i1i'1 In111111 1115li I ::::i �� i�1i�i�iil11l1 i �"�" illilllll11111it+II t11,iAi(�/1 rr, nl,ililllilrrr,il �!�/----- Z�!iMI R 111111111:,x x T 0(}r,tirl111111,i l; ��ll 1ttl 111r11U1 > Q I SEDIAENT FENCE PER BMP SC-1 OR ...,rit milt r - - = w:11.4%,, 1 ACRE FIBER ROLLS PER BMP SC-7 jj_=-='"'rius a 0 Elm It iri..., o . odd -. . • � o Lx - x - x - x ----- x --1 - . ►, 0 v. �, DITCH INLET w (U ORAELISILELEMECIIIQN AREA DRAM s.. 0 GENERAL NOTES 'I'E-1 0 1. FOR USE IN AREAS WHERE GRADING HAS BEEN COMPLETED AND FINAL SOIL STABILIZATION AND LU 2 1:3 SEEDING ARE PENDING. .INLET COVER 2. NOT APPLICABLE IN PAVED AREAS. CCS 3. NOT APPUCABLE WIN CONCENTRATED FLOWS. Z CA TYPE 1 ALTER FABRIC FENCE I- 1. THIS METHOD SHALL BE USED FOR DRAIN INLETS REQUIRING PROTECTION IN AREAS WHERE FINISHED GRADE CO 0 IS ESTABLISHED AND EROSION CONTROL SEEDING HAS BEEN APPLIED OR IS PENDING. CC BACK OF CURB CO ii<C 0 2. MAKE SURE THE STAKES ARE SECURELY DRIVEN IN THE GROUND AND ARE STRUCTURALLY SOUND (I.E., NOT BENT, CRACKED, OR SPLINTERED, AND ARE REASONABLY PERPENDICULAR TO THE GROUND). REPLACE DAMAGED r---"-- FACE OF CURB 0 >% STAKES. + .MINN 3. REPLACE OR CLEAN THE FABRIC WHEN THE FABRIC BECOMES CLOGGED WITH SEDIMENT. MAKE SURE THE Fifi F 0 ABRIC DOES NOT HAVE ANY HOLES OR TEARS. REPAIR OR REPLACE FABRIC AS NEEDED. .. 4. AT A MINIMUM, REMOVE THE SEDIMENT BEHIND THE FABRIC FENCE WHEN ACCUMULATION REACHES '',r,==""" ,F, ""`-"=""""'-"'--= """""" it ■ .. i.I - ,�a>tt■b.11ri-^�",.,'.l l[. ..■if-lfl��.� tj`s_:f:'�"'n-.'n'■ir�lttlR� ��lra■..-•--^•.ri��'i i. fr sr.�...-.--.�.,.r IIt1, ONE-THIRD THE HEIGHT OF THE FENCE OR BARRIER HEIGHT. REMOVED SEDIMENT SHALL BE INCORPORATED IN 'r~===� "' '..`===--=�.., ''"="`="" .■■f,' THE PROJECT OR DISPOSED OF PROPERLY. '";fi'�t~ _r_. " ,,,,.. #� rr,t-.■,-Ar,;:. .■rf..---r,o■,.!-tri■r„ ,nt•■ri-r�,T-it„`roct TYPE 4 - FIBER ROLLS PLACE ONE ROW OF o 1. THIS METHOD MAY BE USED FOR DRAIN INLETS REQUIRING PROTECTION IN AREAS THAT HAVE BEEN CLEARED 810-BAGS IN FRONT OF AND GRUBBED, AND WHERE EXPOSED SOIL AREAS SUBJECT TO GRADING. INLET WITH 1/2 THE BAG U ; M PAST THE INLET OPENING ON 2. USE WEIGHTED OR GRAVEL-AILED FIBER ROLLS ON IMPERVIOUS SURFACES. CHECK THAT FIBER ROLLS ARE EACH SIDE, J (I) r N GOOD CONTACT WITH THE SURFACE WITHOUT GAPS OR PREFERENTIAL FLOW PANS. 3. CHECK FIBER ROLL FOR PROPER ARRANGEMENT AND DISPLACEMENT. REMOVE THE SEDIMENT BEHIND THE a - o°' M BARRIER WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE BARRIER. REMOVED SEDIMENT SHALL BE W .° cr rn INCORPORATED iN THE PROJECT OR DISPOSED OF PROPERLY. CC L 0 2 STORM DRAIN INLET PROTECTION < STORM DRAIN INLET o PROTECTION TYPE 1 AND TYPE 4 SEDIMENT BMP SC-8 CURB INLET CATCH BASIN 8KO-BAG 8 DNAENT BMP SC-8 ' `� ( vi INLET • .n 1 S 0 CO In <( ii"..- Fs- __________...\ 2 ... &a., i7-4- N tt N. ..t. , T ` l.. v rn N CO L,AREA: 0.25 ACRE PER LEVEL CONTOURS j 100' CF FENCE c°n co i 7.--GEOTDRILE BLANKET SEDIMENT FENCE PER BMP SC-1 OR %,-, v �, x I FIBER ROLLS PER BMP SC-7 1 ,,, o o` N 1 AIN INLET x REOa� a S .� M MAXIMUM RECC(AMENDED I ,� - 500 \/\\,$',`/`'\�`�`�� `%``%�1���-. ,,/ f��l��!`'11, SLOPE LENGTH = 100' 1 p \\il�\�\\if��i�\�i�\ �jf�il�il��1\�iti\i\\i\�1\\i��i 't+ E ■1 r Fia. L4i t- 2 ------\t--------- m a 41.SEO A-A fir- Er --- �' r` 3 r 01EXTitE BLANKET TURN LAST 6' OF FENCE UP-SLOPE o x x --1 0.5' MN. OVERLAP AT ENDS N OF SEDu ENT FENCE !.. M x x N POST 3 0 ` PINE OR STEEL FENCE POST FABRIC POST POCKET W a� w to N°37 PROVIDE FULL WIDTH OF INGRESS/EGRESS " x FILTER FABRIC (SEE DETAIL BELOW) Fn. to AREA. 20' MIN FOR SINGLE FAMILY ' ° ~ R=25' MIN. A I t ta�ls�! A �, BACKALL """' a AND DUPLEX RESIDENTIAL •I y .� �R.OW y oW F � .ter- .+r�--` ..r-►- ..r-- �.� .�- �..r'- ��.�-- �n-r.-"�f-.-'_' � � \\\\\ ��•0 o c� ••�cT io o f c0 c:5�c��►c�0 .,,,- y w y \'1�'1\!�\, ,\l,lf \/.f,�'S7 ` LESS TfIAN x x y ���1 i f $ i��f off�� 6» 8 71. r 1 _ SEDIMENT FENCE PER BMP SC-1 OR '�•f 30» Q i;l,f&4 1 ACME ,'l� I FIR Rg1S PER �iP SC-7 `� �' �, �'3'-6' COARE AGGREGATE x x + ra p MIN 6" THICK p� .I. `�' y y `� 4 ! ��'\\�'' >/ f■O L.�.. X k x x x ____ ,�., �� ,��LLPEh : ' n uG S TDI D TOGETHER 1 .. 4 TO FORM POST POCKET s r�r �► AND COMPACT r °f►Alli°...411111°...11111 °..i°..,r►°... °...1111111&..411111►©1..11K°....411111°... 'E 1 AND 4 FLOW Fr W EXP. 12/31/07 I 2 50' MiN POST 20' MII FOR SINGLE FAMILY NOTES . D # I DATE I BY AND �� RESIDENTIAL ��� REINFORCEMENT 1. INSPECT AND REPAIR FENCE AFTER EACH STORM FABRIC PCNI'P�OGyCET i GEO1EX11LE AS REQUIRED EVENT AND REMOVE SEDIMENT WHEN NECESSARY. f, ,, .,, 1"0" "'�. GENERAL NOTES GENERAL NOTES =. ... I r:.., r'',. . 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF 1. FOR USE IN CLEARED AND GRUBBED AND IN GRADED AREAS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN I SEDIMENT ONTO PUBUC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF 2. SHAPE BASIN SO THAT LONGEST INFLOW AREA FACES LONGEST LENGTH OF TRAP. AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE ' , \ { ' :.. ,ANY MEASURES USED TO TRAP SEDIMENT. 3. FOR CONCENTRATED FLOWS, SHAPE BASIN IN 2:1 RATIO WITH LENGTH ORIENTED TOWARDS DIRECTION OF AND CAN BE PERMANENTLY STABIUZED. ,f,.q, ,x, } - 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. FLOW. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT TYPE 2 - EXCAVATED DROP INLET SEDIMENT TRAP 3. SEDIMENT FENCE SHALL BE PLACED ON SLOPE Z I I DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 1. THIS METHOD MAY BE USED FOR DRAIN INLETS REQUIRING PROTECTION IN AREAS WHERE FINISHED GRADE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. THAT HAVE BEEN CLEARED AND GRUBBED, AND WHERE EXPOSED SOIL AREAS ARE SUBJECT TO GRADING. 0 2. REMOVE SEDIMENT FROM BASIN WHEN THE VOLUME OF THE BASIN HAS BEEN REDUCED BY ONE-HALF. 4. STITCHED POCKETS TO BE INSTALLED ON UPHILL DATE I 10/10/06 SIDE OF SLOPE. DRAWN I JSE (a) DESIGNED I JSE GRAVEL CONSTRUCTION - STORM CAN INLET - D CHECKED I EME ENTRANCE / SEDIMENT CONTROL BMP SC PROT�:CT�OiV CONTROL BMP SC 8 SEDIMENT FED BMP SC-1 PROJECT # I MGA05-008 TYPE CE I- SHEET TITLE (ND ESC DETAILS z SHEET NUMBER 0 ESCO3 (...) \ f BIKE RACK DETAILS ALUMINUM SIGN PLATE 3/8" -- 3/8" WHITE BACKGROUND. REBAR NOT TO SCALE 1 HIGH BLUE LE I I L.RS #6 r PARNINO wrn1 "' AND BORDER, BAKED ENAMEL. ARLED PLACE INTO GROUND OW o PERMIT (18" MINIMUM LENGTH) TY " LI 10 5 MIR ORS 811.620 AND FINE UP TO 1.5' Cr $250 UNDER " i-2.75 ORS OHMS 1 3 1 1/2" HOLE FOR REBAR 2 GALVANIZED Ar'\ < CD .,, NINNI STEEL a) L- 1, POST '`�...� Q (2 - \ V 0 AN HW ANDM OW � ACCESSIBLE 1 SIGN WITH BLUE ICAP SYBACKGROUND BOL NI S 46.12" 4" CONCRETE PAD, 3'-6' MOUNT HEIGHT /**/-*---2C-'-' 0 C All° 2' �} �� OVER 2" OF 3/4"-0" ROCK ON E _1 COMPACTED 0 SUBGRADE. C 7" \e„ .8")‘ I , -.- -+- D ...c 1' 2 " 10" 62.37 ' (0 0 0 CCS w . 2 ‘...? PRECAST CONCRETE BUMPER INSTALL DERO IN—GROUND MOUNT, BLACK " < a. NOT TO SCALE POWEDERCOATED TYPE RR3H AND RR4H BIKE 2 —0 MIN CCU RACK OR EQUIVALENT. .D) DERO BIKE RACKS, INC. 0 CC 2657 32ND AVENUE S. _ `'�"" MINNEAPOLIS MN 55406 E 0 V. 888-337-6729 � , F. 612-331-2731 TYPICAL HANDICAP PARKING SIGN L ,,,: -' HTTP://1NWW.DERO.COM NOT TO SCALE C!) 0 BIKE RACK (TYPICAL) NOT TO SCALE a _I 6" o l 7" U 0 in E""� cnCV ° r, d- 4, ,',/ 0 Lid ci 0) in 5 _ix co 0 cy) , , ,,,,,, ,_ La //,,, , 5. ....... ir. . r " ix D -a ..--. L.• M cd,0 . „, f 2 . . �� r �,,,-,,i r // r/r///, " Q °., '1 ' 5" / / //j� / U' 1= •-- �. ' �-' . ''' 0 %�! E�''�.,,, ,/ » CO to 4, f' . MOUND SOIL IN ALL LANDSCAPE 2'-10" „'<" �� 3 WIDE PAINT 0 . 0 " ,/, 86• 'x' ,%%";�%, ` ;''/`, STRIPE TYPICAL `� o • ISLANDS 18"-24 HIGH (TYP.) ,. ,.,i,,. ,, i. 0 E , ,i j 9ffR , ,,-________ / , ;, j .r f ` %,/,2-,,,,,,,,, /*. s` •• 1' % ',, / , /j,-/x-,, 6" MULCH (WELL ROTTED) 4" 7" s W �' c) z o N PARKING LOT 1 E 1L x U TYPICAL HANDICAP PARKING SYMBOL `(u- =,_- (3 ,. — ,,,, ,, ,,,,, ,,,\- , , ,,,,,:;= `={:: •::•: e:' NOT TO SCALE 11/ r�•�,,es.,. r��6�:ir� 118 Cl.• LEVATI ON (.....) C SECTI oN N <U. N O W t1) TYPICAL SOIL MOUNDING DETAIL o0 NOT TO SCALE --- ° CROWN TOPS ,` ' •PROFpJ' 6" DIA X 6'-6" 7GtN4'/ �O �// ..i �,�,, GALVANIZED STEEL . 3'-0" — PIPE FILLED WITH CO //AI' -.." —'. CONCRETE P-6 �/' 4 ' v Gy10,2� ��' CONCRETE PAVING Z SCOTT E , • .d • ../.. • -.4• • ' : . - w EXP. 12/31/07 •O•O.O•.•D•O.O•/•O•O.O.O.o .0. .4. . 2 .0s O,> .0* .00 .4 ' : # I DATE I BY Ii_TI III il ; �.. r ►= , IUI `Yfla_ I T i � r m,-,4 - i% ,,,'.4-.- • 12 DIAMETER CONCRE : ,,t7 .-.Fr '-t- 1 , . 0.•;,I,,,'�M an. .F, i-- 1;..- •.• FILLED HOLES i I 2n' E I 0 3" J E DATE I 10/10/06 DRAWN I JSE DESIGNED I JSE TYPICAL STEEL BOLLARD DEDESCKED I JSE NOT TO SCALE Er PROJECT # I FBD 04-005 km" SHEET TITLE (I) SITE DETAILS z SHEET NUMBER 0 C14 (...) \ Q STOP SIGN LOCATION (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK PERMANENT SIGN INSTALLATION) STRIPING CURB JOINT DRAINAGE BLOCKOUT PC/PT 5' MIN. SEE NOTE 5 ROW 3" I.D. SCHEDULE 40 � ..%,.-.,_2% 1 6" DWV {ABS OR PVC) /11 .:5's .4 ;,,,- ._ - PIPE W/COUPLING SIDEWALK ROAD `."a :. •<< 3/4" R 6" EDGE I - - -t i s r='n i` ► ,=,j CURBSIDE 1 BATTER X1"'`3 r tl i=rt °11 1" 1 l__ X14 4 E4 4 4=-4 E4 4 E 3• ....r_____ =` ° a �(4{=414.4 I(-141=!4 i- H=111=1117-= ROAD " R • 1 �,, :. ; : 41-4 I i--i 4 4=4 14 1 I I=` 111=111- 6 d ` �_ _i •°:' r. . • . ,fir' 'eF 4, /�-T- 4--- :, .:4:. ., .1 - 2" OF 3/4"-0 BASEROCK " 53, a �" �14(� N, -=s DRAINAGE BLOCKOUT 6" . . 4.. 1 ••. �F W. I LL1 Er ),.. . . COMPACTED SUBGRADE 6 -"'�" ''� '. /2 ' �=I = .� �' .••�'' 3" i.D. SCHEDULE 40 .:. ' • .a "�.. �;a_MAX. 444` TRUNCATED DOME �•� 0 .........,- DWV (ABS OR PVC) ° %;'% ° . . r . I1_1 °° DETAIL o .: r''�. PIPE W/COUPLING a ° ° ° °° ° ° 1 i i '� SIDEWALK ADJACENT TO CURB ,i °` BASE COURSE ° ° ° i:±- 0 6- Hi,0 . 0 , fl o • •..:4 .• - 16 24 ��'1 o• cZ, 0 C1 0 a 0 .'4;...g. .'..• 4 - ••• ....:..: : .:::.:... co 0 ›:,- � 0° ) 0 O O C `P� Q••.!6'' 2�.� ,,. .: . ... ... ..• ., .• 5' MIN. •- ROW Q 0 O U 0 •`.'�1 s -[fl o c� Q� EXPANSION J t ` Z �� JOINT TYP -- -----.►- 6" 0 0 0 ..1:; . U CO O ( o PO �t�,� = ( ) F ';� ...�-q - �::,.•_,a, •a'•�•'�.jw•• -: (� o a ...•i',' '' -:-. .: • T NOTES: Ga: a Q ROAD •.. - • ...-:,F�-.•.•� .fi.1f.�1.Y"f..•.�l �•1Af1 , • •xi '„ O 0 0 sh PC PT Tits rr tl�=f11-=-f�l� / 0 EI 14-4 4- i, - _ iii 41 4 1--I 4 f~4 4(=11 I a r-'"- •. 9" ____,ow„ 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR • - C 2" OF 3/4"-0" BASEROCK APPROVAL FROM THE CITY ENGINEER. 0 / RAMP TEXTURE -�-+ COMPACTED SUBGRADE 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. PATTERN DETAIL PLAN VIEW UJ cx SIDEWALK AWAY FROM CURB 3. EXPANSION JOINTS: W .� A. TO BE PROVIDED: I_ ' 4' .. 4' 1 6" r ci CO 1) CO AT EACH POINT OF TANGENCY OF THE CURB. I- 2) AT EACH COLD JOINT. _ '• FLUSH U) Ill€��414��411 "` r_ NOTES: NOTES: 3) AT EACH SIDE OF INLET STRUCTURES. =4 I-4•J414=11 _._. _:,�,a .1-•'-.:.. ' .. •• :. . w 4) AT EACH END OF DRIVEWAYS. ►-t 11-=-� =i f i i I I �~4 14=){r,-_-4 f ' =. _ _,. . ... ; 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. � '�" �'` - "�'` �I 11.��°�._° ��.� o��-� . "�� =tioa••, , d�o� Q a•• Leo ar 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE ) ,,i - OF 1--1/2 TO 3 . 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 74 41 -- -; O o -- �Q U - ° t c CCU OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, 4" P.C. CONCRETE =T=41 0 o c,� 02;4) a 4 TO A MAXIMUM OF 20 FT. WITH A THICKNESS OF 1/2 INCH. 1=11E-_ ; ,Oo°0 Q°00o o Q I--�2. PANELS TO BE 5 FEET LONG. 2" 3/4"-0" AGG. BASEROCK -•--414�. 14����o �, �, Q �oo a®�, �Q 0 fr 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL 4. CONTRACTION JOINTS: 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, �-- UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. A MINUMUM THICKNESS OF 1/2". A. SPACING TO BE NOT MORE THAN 15 FEET. _ 0 SECTION A-A ,� 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1 1/2 INCHES. NOTES: >+ 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE 1"""' CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. 5. BASE ROCK 2"--0 OR 3/4"-0, 95% COMPACTION. BASE ROCK SHALL BE TO 0. 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. SUBGRADE OF STREET STRUCTURE OR 4 IN DEPTH, WHICHEVER IS GREATER. 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET 6. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. AND MAX. OF 3 FEET FROM PROPERTY LINES. A. 3" I.D. PIPE WITH COUPLING. EDGED ON 4 SIDES. o 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. 0 0 o SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. _ .a: OVER PIPE. C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. - .-i rg o AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. ""'I .. rn 5. COLOR OF DOME AREA SHALL BE SAFETY YELLOW. 0 W 8 '1 CC -1 '6 A WHEELCHAIR RAMP < ENGINEERING DEPARTMENT fl CONCRETE SIDEWALK ENGIPIEERB: DEPARTMENT STANDARD CURB ENGINEERING DEPAR•IIrIENT CURB AND GU R ENGNEERING DEPAR1MENT C o 13123 S.W.HALL BLVD 13125 S.W.HALL BLVD. 13125 SAL HALL BLVD. 13125�VL HALL BLVD STANDARD CORNER <4 �, l-`II t _ STANDARD DETAIL NO. 120 '4- ?-k •OREGON STANDARD DETAIL NO. 125 '4`f MAW OREM STANDARD DETAIL NO. 12 " °•°' STANDARD aTY D f : `�-�-"-� DETAIL NO. 128 t� OREGON OREGON CITY ARD CITY of 11GARD c0 OREGON OREGON r- 32' ROAD CONS1RUCRON O . N N. AHEAD 16' 16' 8' 100' 6 �� at, o c� MIN. VVL c v EXISNG JOINTS ► �► �► �► �. �. � ,I► .i �i i i i .� i LEGEND j .., v 4 e o CURB 20• s w a c's © M I 5 MINE Q �� E „ P I 3 " iiisi " ° , SPACING 18 SPACING NG 6 GROUND 4 T ® CONSTRUCTION ZONE MIN• � � -,�„ _�IIIIPUI�itmuwimervre-irwog/�,� �! - �. v CENTERS CENTERS �.,�,�`i, �--- \,�\�. �fti‘'�\%` \\-..,...;`r�% '`� `�� !;iii � ■u��� �t.7 '�r�� `„J 'M° 'v 8 -\��� �.- \\� 6 +ice �► .t_ ,�.�Nr ki i'�.�.M .h _ c o 12 : TRAFFIC CONES OR -r AHEAD O •r ,�- •�•• �, o. � r • �- � ,* � • APPROPRIATE DELINEATION ....1 rtRO-7A �� ��� � � ' v API A SEE POST DEVICE. 1 100 , ti" - MIN. � � 0• �� SPACING 18 SUPPORT DETAIL- � N Ap .4,1; AP CENTERS . Lo / / U (_..-_,-? O o •FLAGGE )0,--Ni0<7 UTILITY CUT I- 100 / {/ry 3 III "/� o MIN. •• v SPACING 36 --�-- CENTERS Z • 50 MIN. O 1. MATERIALS: ••- --1- o° �`� 1. TRAFFIC CONTROL PLANS REQUIRED, 12' 0 PANEL WIDTH PLAN VIEW p �`''-• 2' X 2' X 63', 12 GA. GALV. PERFORATED STEEL 2. TRAFFIC SIGNS TO BE 48" X 48" MIN. MONUMENT CASE & COVER CLASS 4000 PCC � • J T/2 POST. BLACK ON ORANGE. c} 8 100' z ��-f�����'������ ' �'�� "� 2 1/2' X 2 1/2' X 18', 12 GA, GALV. PERFORATED 3. NO COLLECTOR STREET LANE OR a MIN. `-' 3R.1 PROFS' 3 fr A . �.";; r GROUND STEEL STIFFNER POST. LOCAL STREET CLOSURES DURING ■■ R /�0 NOTES: 1 S "••` " -"\;'''' \� \\ O i \ THE FOLLOWING TIME PERIODS: FLAGGER ■ _ ,os�� GRANULAR BACKFILL .'`�' ;�== -:'c #5 TIE BAR 18 LONG j- 2 1/4' X 2 1/4' X 36 , 12 GA, GALV. PERFORATED �.•- J .. COMPACTED TO 95% OF a /�. p - � ' STEEL ANCHOR. 100' 1. MONUMENT BOXES TO BE CAST IRON OR (j) ''':. • - STANDARD PROCTOR SECTION VIEW 1 r- 7:00 - 9:00 A.M. ALLOY SUIT / MAXIMUM DENSITY '' �''� ''`'r 3/8' X 3 1/2', GALVANIZED HEX HEAD BOLT WITH 3:30 - 6:00 P.M. MIN. p ABLE FOR HEAVEY TRAFFIC Fill `f'O LOCK WASHER, ❑R 5016' CORNER BOLT• O AHEAD Z LOADING #1036 OR 1033 SUPPLIED BY: �sC r�o,� , . v ao-7A Z C?TT Et 4. INSTALL IN ACCORDANCE WITH THE INLAND FOUNDRY CO INC U.I EXP. 12/31/07 191 191 N. 39TH 1. CAREFULLY REMOVE PAVEMENT NEXT TO JOINT SO AS TO NOT AND LOCK WASHER, c.. BOLTS PER RAIL PER POST, " MIN. _ DEVICES FOR STREETS AND HIGHWAYS", SPRINGFIELD, OR 97477 2 DISTURB PAVEMENT TO REMAIN. 33" O 2' X 8' CROSSRAILS-PAINTED WITH U.S. DEPT. OF TRANSPORTATION, (541) 747-9172 REFLECTORIZED RED AND WHITE PAINT. FHUA, 1988 EDITION. O -= # I DATE I BY 2. HALF PANEL REMOVAL ON LIEU OF METHOD SHOWN ABOVE WILL BE ROAD ALLOWED IF APPROVED BY CITY ENGINEER. SAWCUT SHALL BE FULL O 5. ACTUAL SIGN PLACEMENT TO BE 100' OR I I DEPTH. 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ;., fjx � K y ;;� ;FOR STREETS AND HIGHWAYS AND THE OREGON ADJUSTED IN FIELD. MIN• NO. M 1010 AND SUPPLIED BY: ,•, 3 ,• ,orb lir t 3. WHEN PANELS ARE OFFSET OR IRREGULAR IN ANY MANNER, THE SUPPLEMENT. O 1 ROAD CONS RIMON " " '' '' I 6. THE CITY RESERVES THE RIGHT TO ADD TO AHEAD OLYMPIC FOUNDARY ,., . „ a a CITY ENGINEER SHALL DETERMINE THE AREA OF PAVEMENT 0 3F-1 BARRICADES OR MODIFY TRAFFIC CONTROL REQUIREMENTS REPLACEMENT. SEATTLE, WASHINGTON r �u ' r �. ;� ;� t`s � . c, i tiY*R� '�r� r" �a v�.:: � 2: Y4 b � .{' art"•. 6C-8 BARRICADE DESIGN AS MAY BE NECESSARY TO EFFECTIVELY 4. �1 y � ,,,, rh i W. :w . 4. AFTER PLACEMENT OF PAVEMENT, SAWCUT JOINTS THAT INTERSECT 6C-9 BARRICADE APPLICATION CONTROL TRAFFIC AND TO ENSURE PUBLIC 2. ALTERNATIVE TYPES MUST BE APPROVED Z I I TRENCH. THE DEPTH OF THE SAWCUT IS TO BE T/4. POST SUPPORT DETAIL SAFETY. BY THE CITY ENGINEERING DEPT. PRIOR 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN TO INSTALLATION AND MUST CONFORM 0 5. AFTER DRILLING HOLES, PLACE NON-SHRINK GROUT IN BACK OF ACCORDANCE WITH THE CURRENT STATE OF OREGON 7. NO LANE CLOSURES WITHIN 200 FEET OF TO THE FOLLOWING MINIMUM DIMENSIONS: -- DATE I 10/10/06 HOLES BEFORE INSERTING TIE BARS. STANDARD SPECIFICATIONS FOR HIGHWAY A TRAFFIC SIGNAL WITHOUT PRIOR CITY DRAWN I JSE CONSTRUCTION. APPROVAL. 3. APPROVED FOR ALL STREET CLASSIFICATIONS. 6. IF PAVEMENT IS UNDERMINED DURING REPAIR, SAWCUT FULL DEPTH 0 DESIGNED I JSE 4, BARRICADE FOR SIDEWALK IS SIMILAR. 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW CHECKED I JSE AND REMOVE PAVEMENT BACK TO UNDISTURBED SUBGRADE. FINISH GRADE. cr PROJECT # I FBD 04-005 TYPICAL TRAFFIC F., SHEET TITLE 0 UTILITY CUT IN CONCRETE A ENGINEERING DEPARTMENT /'* STREET BARRICADE A ENGINEERING DEPARTMENT CONTROL PLAN CD SET DETAILS 13125 S.W.HALL BLVD 13125 S.W.HALL BLVD 1 j- kji„ •OREGON STANDARD DETAIL NO. 192 .a , .cOREEGO °':� STANDARD DETAIL NO. 190 E' ' ' °E'� T MONUMENT BOX Z SHEET NUMBER CITY OF GARD ""' TY OF TIGARD 13125 srE HALL BM. OREGON OREGON . �- L STANDARD DETAIL NO. 170 0 C15 FAX: (5033 ST7297 CITY OF TIGARD OREGON 0 • - ._ ... / CO SAWCUT --"-----------------\ EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING 4::( MATCH LURSFTIANCIGNMGATERIAL I-- TOPSOIL LU OR AS -- 12" MIN DIRECTED 0 ..„ BASE MATERIAL ...i DETAIL PER DRAWING NO. 160 LLJ a‘,.I CT_ r . <(5 Liu Cc . co Lull-- ... E-c , . A DF Rs TR AAA Nmw IDENA GAR NoNDoc.ca osi 6-ry Eo 1 RR o N / 0 11111 - - - - NON-GsSTRHAARNDINDEKIGRIDN GOmUATNH ois a W CC 4(C OC s ....., ..... ..... ..... _ _ w 2‹ z x < 00 0 0 0 0 00 0 00 0000000 N hi71-1111.1 c■I ..-..... 0 I41- et M C.) c) O000 m xw (..)■. 0 I , o°0 0 0 ii00'3,,0 AB 0 cio 0 0 cc,z0k)o- AGGREGATE BASEROCK . SPECIFICATIONS a a c,- vo° t 0.13 0_,. a o_ (),,I u)p (AS) ger- cn%V., a_ 0000,000Q000 Oe,uovOooLiovi co - - - I I I 1 I - w< a v)C°...I M .*c Z 1. ALL WELDED STEEL CONSTRUCTION. di 3 <zu, g F1' 0 -111- 111-71 I-I I 1-111- 1111116111d41"1: lila 4'1 MIN. co D ad. . 0 .._1 e I i I 1 1 17._:.---__I "- COMPACTED SUBGRADE FINISH GRADE tratrr NIIIIIPPRICril 9 0 a.'< a 2. 10 GAUGE STEEL MINIMUM THICKNESS. * = -- ■... .ci . 1. 6,i; . WATERTIGHT PIPE PLUG 4tC (D e) .4. 04'•3. 2" NICK HEAVY DUTY CAST IRON xt) LaI +ma GRATE. --1 . STANDARD CAST IRON GRATE, u .;, . .4 LOCAL STREETS: MIN..- '4, . WITH STOPS = 4. COATED INSIDE AND OUT WITH ,E000, I. r AC - 6" CLASS "C" ASPHALTIC CONCRETE, . ji 1111 // 1 • ,> Z 0 ASPHALTIC PAINT. - 4- .... . '' PROVIDE 3/4"-0" FOR (...) )0, .. .- . e 12" MIN AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK 2 MIN. CLEARANCE < 1 5. OPENING ON BOTTOM OF WATERSEAL • .Am, A MINIMUM OF 6" TO BE GREATER OR EQUAL TO AREA '1" ABOVE OUTSIDE PIPE ZONE OR plirdq. --,, ......... ....... - i, • . . .... AROUND CLEANOUT cc c IN OUTLET PIPE. OF PIPE BELL 3/4"-0" CRUSHED , . . . A 0 AGGREGATE AC - 8" CLASS "C" ASPHALTIC CONCRETE I:. 0 F._ 4-0 6. STANDARD DEPTHS : 30 , 36", 42", 48* -, ,-WI.. <c:::•--- 4(\1777 CD - C Cs43 7. MANUFACTURER DOES NOT RECOMMEND i'd le.zp MINOR COLLECTOR STREETS: --KV,As' . - - - I, ,,.7 . \\..-,\.- m D ....... . LOADING CATCH BASINS WITHOUT PROPER > • 7 A: ,2'\V a SUPPORT UNDER GRATE FRAME. 7 ';'C'.. 4- -- o , AC - 7" ASPHALTIC CONCRETE, C4 6" MIN .......} 6" MIN _ 27,, ''•-• • vA7 0 0 CO r MIN BEDDING BELOW AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK .,,,4- 4 •'Z OUTSIDE OF PIPE BELL Et"." •••..,..„............... k-) PIPE BEDDING OR ,7 7 • - - • - z-,z - ,) \A it -_- i..„ 4.‘,.„\\rr,A\ (/) 2 15. 3/4"-0 CRUSHED .; -7-\\7 AC - 9" CLASS "C" ASPHALTIC CONCRETE 7\■\-\,\ • . .) I ---- % Ai AGGREGATE r .- . 7. '.\. \\ -,--7-7---- of? _,„ - . ap. t> \,2\ 0 11111"4•4441 Aci 1 . 4 1, ,. 0 . •. . . , \ , CZ DI VIE\Ai V I MAJOR COLLECTOR STREETS: I> t 1 - A . 4 .1 I, ,.. b 4,--- . b - , : - b• \X>\\, CC HI CA %'"\-,-"\-\, _,,, -,\\\.-\\--,-5,\..7-777-77,,\ ,---(\\---"" GRATE FRAME \\-2 -/>\./;-\\\"-\\\ -\'-‘,-/*\/-\\\ (S > • .,,.. ..... 4ICSC a:ANDARD CATCH BASI woAuTETLERsTEAct. \\ . \\.„-...,<;),,,A)----\\.;:>,,-. AC - 9" CLASS "C" ASPHALTIC CONCRETE, - • 4. ,.,\>./'7\\, ,,'''' 4.4""■ A ,...„\\7,-- TRB•ICH FOUNDATION _...I 2" /CONNECTOMARR FOR NO-HUB STABILRATION. AS REQUIRED - NOTES: AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK 7 - • -. . .- - . . : . .•• - .. .-...\: 3/4-_0- < to- 0 >+ :fize- (9.) z, A m NOTES: 3/4"-0" CONCRETE ENCASED 0 Id a 1. JOINTS TO BE TACK AND SANDED. BOTTOM OF WYE „ o co (I) ' FOR PLAS11C PIPE 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 0 w 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN. a- o ,(41. 0 ° 2. JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. 0 . ..-- a to to 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 0 . NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 45* BEND IF CONCRETE PIPE to. st- hl zii t,) THE Lyn ch CO., INC. 4706 S.E. 18TH AVE. PORTLAND, OREGON 97202 0 UI 8 Cn PHONE (503) 236-3825 o ' I STANDARD CLEANOUT [ 24'151OR 24°0 I STANDARD CATCH BASIN PAVEMENT DIG-OUT CfleanWabServices < II- 16 in ...--... SECTION A ENGINEERING DEPAKIMENT ( T TRENCH BACKFILL ENGINEERING DEPARTMENT AND REPAIR DRAWING NO. 150 REVISED 02-03 Our commitment is clear. ' 811- 2 . DRAWN BY: BPT 1/14/97 13125 S.W.HALL BLVD. 13125&It HAU.BLVD. Vi P--- 1■1..,) .4.4.11.11 BOARD.OREGON 9722;1 I STANDARD DETAIL NO. 180 .4,,,,,....1,j_k mr,.. Am= 0 STANDARD DETAIL NO. 182 O co in CITY OF TIGARD FAx: fla 24"97 CITY OF TIGARD Flit 041 654-7297 to OREGON GON r; 'I- tta Fi ci-- '* •-i L41 5 c?1 ONE TWO RECESSED SEVEN NO. 3 BARS B-41--1 SEE STANDARD DRAINING NO. 255 211. p- NO. 5 NO. 3 AREA AT 5 O.C. FOR mm MD COVER. ANHOLE UD TOP FACE 2r .... ..$ . . ... litnr=nirrimu - Imillaellwalmladimill Ira jr4". .: .. ... i . , BAR BARS A--ii AS APPROVED .) IV -11 OF CURB -- • --1 - ---- -A- 11- -- a - "14 .;• A I r 33 6- ct, c 0 - 4. -: • - -. , - • • - -.- -. --.. . -. ".-•7 •.41 • . .•4 •A % 4 - :411%. 4-01i, I - - • - - - Lo Ir • „ • e ' . /4.•PER FT. - •-. f. g ii i pi , II II "k) • . - . • . . ,,, 4 Ii III NIP: II - - - - - - - :._ wis•_„:1-* PAVING o 0 a_ < • A A 1: .. '111 11 1 . 4.L I al-0-6#' 4:11WW1 4" :* 1 ., r . LL. a5...._ to A FACE OF CURB Wall (...) el 0 A -...,1 . TYP. 5 .* X r BOLTS . ......0.1 1.41/2" Z-- * : " • . 7 - ! -.-*rail' -\*44 ": • -.4':44:_ ; •., ' • ; .: .::, • .4 . ... ". . 41,' • . • . . • _ . .I. •.. .A4 . •. :, '4 4. A --4 4 . - - A 411 ! 41- _ I BACK OF CURB to t .-- FACEilmF CU____............R: tilo: _,...__,._.A..___. MINI LL- CI G) a. = o BACK OF CURB Lill ■'' 110 4. ' ' **4 II II II II II II II II II II II II II II ll II II II II II 4:1--- k N 0) i CV 1 4 ' . - 0 . WEEP HOLE 45. 0 3 ' 4 .41 ::. - JIMEMERIEMI 1111 "4 6• • -'7 4 - •- 411 _ MI 1111:GA uCER-711:--IDI 21 sr = cNi - EMI (<:(4. ) EL. I (13 • .. - I. ..... TO 1.111111111-------I > 00 I . -4 CURB INLET DRAIN 1-------.. # It-- 0 CNI 2 1/2" x 1/2" 'iNa • -4.. : II II II II II II II II II II I II II II II II ll II II II '41.is-4'-. . • OPENING OTROINATCsTION kr .. . ....0 _ deo SQ. EDGE FLAT BAR----"*Nti SECTION A-A • .. . .• mosisammialniullII ■InIsIsInurr 11 II II . . 4 - al -- a ---. • a no .b. - . A :.v. = tO -. -- Lai - - _-,. ..-p-- - _ -4111P-1-.4...41 I 3'-O" ,.. 1*-1 42" sl■ 3•-0*til 1/2* PREMOLDED < v) go 3* X 2 1/2* X 3/8* PLAN - 1• & - 1_, _ . : - - :• -. - - EXPANSION JOINT • -- if' 1 A -I FILLER (TYP.) SECTION A-A ANGLE \ -1411* - SEE STD DRAWING NO. 255 s RIMESSED10 HE RENFORCEDCUR" till( 30.1w\ PLAN VIEW A--s-i FOR FRAME AND COVER. OTTOM FACE OF GUTTER .. . . . . . B..:„.7,. ..., .......,::;...4,1/4: :::-I I,t COMEX MAUD IN .1. PLAN - I VARIES TO MATCH CURB TYPE.., ACCORDANCE will DRAIING NO, 220 -NORMAL GUTTER FLOW UNE *MIN. CURB INLET OPENING f-TOP-FACE OF CURB (.0 PROP 13/..v 3/0* X 2 1/2* FLAT BARS 6** TOP-FACE OF GUTTER \);(,0,G e 13 1/2* • AT 1 7/8" ON CENTER 4 :-A.. "-`-.A _ . ii . ..._ .-..,- ; e.-_----rr .6. 6 I I , i I ,_ ,... I - 2 1/2; 11/2w NO. 5 BAR - 4 : • - - - A - - P-- . 1/4 1_ 1 st i - - -A- I i .. -- - r.r........t......_.........„_...„. • . , s*-.1. .1 01 N - (i) -141111rs--1:41040 __ r AR i •11111111111 k 1.111111111111. ;11014111ce - el I- ..„ - ., f - iv-zoAncm_B-0FTTACE oF°F cuGuRe --.= 2 t do, 4-,i, F 1111111111 limp kin; II till 11%•111T - 4 NORMAL SLOPE OF PAVEMENT t S •t%Al r.'": I ----0- 3" ...--. . IlF7-7 ....-------\4, ,SEP HOLES a A !: 1 0 t. ' - } .- n 2 R .',19 Il WEEP HOLE • - 4 orr -k%lwr I II till 1 1 1 lirill -- --- - - - e-,,,„„ I'VE ir i . CV p. EXP. 12/31/07 1111111 1111 114 ig 41 CROSS BARS goil-T n . . _ :.... . 4 ... ..:1-..-14. ... . : . v ..441:4411 eaReNFoRcemarrRnir POUNEDirm IN 1.4:14.40. 441 e 6.-:a..--::: fah view 474-1111.*:40.42,0411111.4114.,•< > 2W1-- -- - 1° - - 11-111 in IIIH 111111 114 III I , 2 -- - ---- 8 td. . ID 4 I 1'4 3/811 ROUND 2 5 Li I „k1 , .. . . . , s I 0- CO 2 '.- = u) 61 I %%44%4110 000.07 0 ,,, , r: it c/D, :).- BY illillitt 1111111 ace 6 No. 3 ems • • ON: ST. JOINT= •4 '. /3 OF SURFACE AREA .. - . _ .- - 0, _ -a:. 4 1-. .-.- . 4 I 41-- : FOR PREIMST ,- ..-. - _ ... ..* ..... :_ iv- - ::a - • _ I = - • 4 Cali.. 3°.. .1 arr. 42* * Csi .- '44 4. 4'■ .'-',, .....% ! % ,..,-- . .. , , ' - . ' . ,-. ' ' ".• ' 'I 'L.-l''' __ - . . . . _ I ... 4 .- r I 111111111 , 11111E, . .. . . • .. .. - NO. 3 BAR 1 . 4 . a ...* 1 a FRONT VIEW PERSPECTIVE VIEW SHOWIN fiv‘ e'''''''' '.- L111111111 111111111 I .4 .. ---myw- ' - . ' 9 MiN.1 iff . - 6 - str . 1E6 - • 246 '27°- el. DEPRESSED GU 1 i h.R AT CURB I imt-'''2' vdil 1, * k,„, r IPA 11 INII/1110-01 r MINH/ • 1111111151 4 . - % SEE HOOK SEC11ON A-A SECTION B-B - NOTES: I k•kr-.7p * 41, 1 I : ....:::17.......■ : .4 .V a • • • . • - BAR DETAIL • NUTEN 1. CATCH NAM MAL NE OONFIRUCIED IN ACCONINVICE WM MIN 0-4711. S. MAL S1EPS*EN DISTANCE FROM TOP OF ORME 10 FLOVIUNE OF PIPE IS . 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL ASTM A-36 STEEL AND BE HOT-DIPPED GALVANIZED AFTER FABRICATION. 0 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 2" TO 4 . 3,43* x 2- FLAT PLAN .414 .- OMER VAN 41r. SEE SWIM DRAMS NO. 100. SET FIRST SIB* ir FRON DATE 10/10/06 BARS EACH END SECTION EI-E3 SECTION A-A . • - lois OF CRA1E. 3. PRECAST CURB INLET IS PATTERNED AFTER wAirs CONCRETE SPRINGFIELD, OR. CONCRETE CURB INLET PAT. NO. F._ TYPICAL BOTH ENDS OUTER BARS AND •- : mu. i i/r HOOK BAR a INSTAL=WRAC ON MMUS OF Ir OF sr-u' =PAC= VASE MAMMAL. 4. FEINFORCEMENT FOR PRECAST CATCH BASIN SHAU_BE REM kerma mna INNS GRADE OD OR MEM RIFE IIIEVIND AVM A-417. S. ALL POURED INPLACE COMMIE SHALL HAVE A MI DAY SMENOTH OF 3000 P.S.I. 4000953. 4. INSTALL STEPS WHEN DISTANCE FROM TOP OF LID TO FLOWLINE OF PIPE IS GREATER THAN 48" INCHES, SEE DRAWN DESIGNED JSE JSE NOTE: 16/16" INNER; SEM° No A sump OF Se 10 4.. STD. DRAWING NO. 100. SET FIRST STEP 12- FROM TOP OF GRATE. D CHECKED JSE FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL DETAIL S. CHSMEL.REQUIRE) IN FLOM 1HRUOSH APMJCA110141k AS APPROVE!). ALL.ODER 5. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" - 0" COMPACTED BASE MATERIAL APPUCATIONS RESUME AN Ur SUNP MUM WANT ME INVERT. CC PROJECT # FBD 04-005 . CATCH BASIN GUTTER & CURB INLET CATCH GUTTER & CURB CURB INLET ss F- SHEET TITLE FRAME AND GRATE (L-G2) CieanWaterServices ir. • BASIN (CG-2) REINFORCEMENT CleanWatT ServIces INLET CATCH BASIN CieanWate'; -Services CATCH BASIN (CG-30) aeanWater Services (1) STREET DETAILS SHEET NUMBER Our commitment is clear. Our commitment is clear. (CG-2) Our commitment is clear. O ur tment is dear. DRAWING NO. 255 REVISED 02-03 DRAWING NO.226 REVISED 02-03 DRAWING NO. 225 REVISED 02-03 DRAWING NO. 230 REVISED 02-03 commitment ' 0 C16 0 \ If REMOVABLE DETENTION ORIFICE NOTES WATERTIGHT TO BE INSTALLED IN MH-Z w GROUND RIM.-279.20 COUPLING ql ORIFICE 1 SIZE: X" ORIFICE 1 ELEVATION: 230 ---- o 277.20 GENERAL NOTES ORIFICE 2 SIZE: X" ��� 12" 3034 VERTICAL BALLAST ORIFICE 1 ELEVATION: 233 \� RISER STEM (SEE NOTE 8) 1) STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR (800) 548-4887; SCARBOROUGH, ME (877) 276.19 p 12" `aAIN PLATE WITH 72.0 907-8876; ELKRIDGE• MD (888) 740-3318. r© -" ORIFICE AS •''• `" '•°-.'::. 2) FILTER CARTRIDGE(S) TO BE SIPHON-ACTUATED AND SELF-CLEANING. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF 2--YR EVENT PRE-DEV FLOW: 0.84 A A ORIFICE 3: 2 25" / IE=275 40 •'= ' CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS OR IN DATA TABLE BELOW. SPECIFIED 12C '= / 3) PRECAST MANHOLE STRUCTURE To BE CONSTRUCTED IN ACCORDANCE WITH ASTM C47s. DETAIL REFLECTS DESIGN 2-YR DESIGN RELEASE RATE: 0.84 INTENT ONLY. ACTUAL DIMENSIONS AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. ORIFICE� 4) STRUCTURE AND ACCESS COVERS TO MEET AASHTO H-20 LOAD RATING. 10-YR EVENT PRE-DEV. FLOW 1.56 STRUCTURE ORIFICE 2: 3.50" 1 IE=274.20 ELBOW DETAIL J 0 j�.- •� - 5) STORMFILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LESS DROP IS AVAILABLE, CONTACT CONTECH 10-YR DESIGN RELEASE RATE. 1.55 ._.. i /r STORMWATER SOLUTIONS. MINIMUM ANGLE BETWEEN INLET AND OUTLET IS 45:/'/////4`�"QA' ` ` 25-YR EVENT PRE-DEV. FLOW: 1.92 - < D a) ..ri.:•:rig r-__-um A s) INLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST MANHOLE STORMFILTER DETENTION %�''// % % s I (� Q EQUIPPED WITH A DUAL. DIAMETER HDPE OUTLET STUB AND SAND COLLAR. EIGHT INCH DIAMETER OUTLET SECTION MAY BE PIPE INLET - 427 -►' SEPARATED FROM OUTLET STUB AT MOLDED-IN CUT LINE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONNECTION TO 25-YR DESIGN RELEASE RATE: 1.85 L.- ����1/'' f DOWNSTREAM PIPING TO BE MADE USING A FLEXIBLE COUPLING OR ECCENTRIC REDUCER, AS REQUIRED. COUPUNG BY 12" 3034 PIPE OUTLET j 36" CMP 0 //...L.. FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. ) INLET PIPE %/: ��d Mr.. 8"112.0 tiDPE OUTLET 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM IS REQUIRED, CONTACT CONTEO1 » » (36" = 0 (SEE NOTES 5 G) �� STUB(SEE NOTES 5 4 G) STORMWATER SOLUTIONS FOR OTHER OPTIONS. IE OUT (12 W) = 271.19 "1'- 24 MIN IE IN (36 E) = 271.19 , }.' 8) ANTI-FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE DETENTION PIPE '' • •, .`:; SET AROUND THE PERIMETER OF THE STRUCTURE. f� 9) AU. STORMFlLTERS REQUIRE REGULAR MAINTENANCE REFER TO OPERATION AND MAINTENANCE GUIDEUNES FOR MORE STAGES T C .. INFORMATION. , 2 YEAR STORM: 189.95 " 36" MIN INSTALL MANHOLE STEP Z = • ''~`•'•�=:• '::� 3o"ca FRAME PRECAST MANHOLE 10 YEAR STORM: 190.82' ORIFICE 1. 2.75" / IE=269.16 PER CWS STD DETAIL. ^_\',_s;-'s.•-: AND COVER(STD) STORMFILTER DATA 25 YEAR STORM: 192.10' PLAN VIEV1l MANHOLE STORMFILTER-PLAN VIEW \ -:*!.:1.-....:4-7 BOTTOM=26fi.20 Cr 1 �l \ : STRUCTURE ID WQ-I I ( l %.- • :•. WATER QUALITY FLOW RATE(cfs) X.XX a i' .:. Y PEAK FLOW RATE(<1.8 cfs) X.XX Q 0 • •-'' ` RETURN PERIOD OF PEAK FLOW XXX SECTION A-A ?: - 3 #OF CARTRIDGES REQUIRED XX - . -,_t -•••• NOTE: FLOW CONTROL MANHOLE - ORIFICE LOCATION TEE RISER M cx ' ' •.. , CARTRIDGE FLOW RATE(I 5 or 7.5 qpm) XX Hs '':'j .•.•'..•'4+' ' :•'• "'� MEDIA TYPE(CSF,PERLITE,ZPG) ._XXXXX • 30 10 FRAME AND •� '«`:'" _._ ° ``: `" CONTRACTOR TO SUBMIT SHOP DRAWINGS ON 60" DIAMETER +• ...•••. • •"': •.'t•4 • '� RIM ELEVATION )0000' •�• COVER(STD) f.,4A;A :•.•.. :• ` CONCRETE •:• t'.`• `'•: `:•1"r':•4. PIPE DATA: I.E. ORIENTATION MATERIAL DIAMETER DETENTION FACILITY 14-DAYS PRIOR TO CONSTRUCTION. cr D (SEE NOTE 4) GRADE RING •'•:"''"-r?::•'.; .f INLET PIPE#i XXXC xx° XXX xx• TO SCALE CO -= '`'•• �"' INLET PIPE#2 xxx. xX° xxx xx" ALL PIPE CONNECTIONS TO MEET OR EXCEED CITY OF TIG��Ta NOTES FOR ORIFICE LOCATION TEE RISER: cti • - "'`�'' :r • OUTLET STUB xxX.XC 0° . XXX . 8"/12• CONSTRUCTION SPECIFICATIONS. 1. RISER STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH CWS AND BEAVERTON STEP OF) :y.•� -• '.:. s = MANHOLE STORMFILTER-TOP VIEW - .-.:..:::.., ,• ECCENTRIC REDUCER YESWO ' SIZE x CONSTRUCTION STANDARDS AND CWS STANDARD DETAIL 515 Cl) (BY CONTRACTOR) XXX XX"x XX" INLET PIPE ':• HDPE OUTLET ANTI-FLOTATION BALLAST WIDTH HEIGHT ` tr (SEE NOTES 5#G) •=', SCUM B FLJ= OUTLET SAND COLLAR xx• XX"GI 2. OUTLET SHALL BE CONNECTED TO RESTRICTOR PIPE WITH A FLEXIBLE COUPLING. 0 ••: A RISER 12"0 OUTLET 511J8 NOTES/SPECIAL REQUIREMENTS: PIPE ORIENTATION KEY: 60" CONTROL STRUCTURE 60" MANHOLE 4'-G•MIN a: MOLDED-IN CUT LINE 90° WITH ORIFICES 3. THE VERTICAL RISER STEM OF THE RESTRICTOR/ SEPRATOR SHALL BE THE SAME DIAMETER CZ II (SEE NOTE 7} = 8"ra OUTLET STUD ,ao° (SEE ORIFICE DETAIL THIS AS THE HORIZONTAL OUTLET PIPE, WITH A 12" MINIMUM DIAMETER. .� life' Q / V IV � ∎; - ' SHEET BALLAST j /j //�- 270° ) 4. FRAME AND STEPS ARE TO BE OFFSET SO THAT:(SEE NOTE 8) )(�, ,!,�� ,/ ` REINFORCED END CAPS OF I A. CLEAN OUT GATE IS VISIBLE FROM TOP -� � i„�-ii'i:„.. Aril 4 VENT PIPE DETENTION PIPE (TYP.) B. CLIMB-DOWN SPACE IS CLEAR OF RISER AND GATE. Z 0 HEIGHT HT a ';: •..� ;'.:� •:..�_ ` TOP OF PIPE -� ��� ELEV=276.19 C. FRAME IS CLEAR OF CURB (IF ANY EXISTS) <Ill WIDTH .-•--� 1---- SEE DETAIL 2/2 ///, r OUTLET PIPE 5- MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO 11 """ �= UNDERDRAIN STORMFILTER E ZRTRIDGE •- .- _A,. (BY CONTRACTOR) , » ASSURE LADDER CLEARANCE. SIZE OF MANIFOLD _ COUPLING 5'0 X 50.00 LF 4 VENT PIPE ZE 0 ELBOWS AND PLACEMENT TO BE CLEARLY LABELED 0 (BY CONTRACTOR) SLOPE=0% ON THESE PLANS. MANHOLE STORMFILTER-SECTION VIEW (SEE NOTE G) -�"'�- BALLAST !ate a �... PIPE TYPE: 12 GAUGE 6. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED ON THESE PLANS, SPECIFIED OPENING TO BE GROUT (SEE NOTE 8) ALUMINUM COATED CMP (BY CONTRACTOR) Ea MR N CUT ROUND AND SMOOTH. 0 MANHOLE STORMFILTER-OUTLET DETAIL s ' US. I 2.0 LF 7. CLEANOUT/SHEAR GATE: ALUMINUM ALLOY PER 8-26-26-32E OR CAST IRON ASTM A48 2 MO 36" CMP CLASS 308 REQUIRED. LIFT HANDLE EITHER SOLID OR TUBING WITH ADJUSTABLE HOOK AS C� a) ®2lssNl�lsrlDrn,WffierSDiLIIan® 72" �,,,�, ® 3i6I@k68brmWaterSoitrtlon® 72" 2.00 LF REQUIRED. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND '� A ll" PRECAST 72 MANHOLE STORMFILTER PRECAST 72 MANHOLE STORMFILTER 36 CMP BOTTOM OF PIPE S=0% �,.� N 'c ii-' ►3V!&'x . - ` MANHOLE X S=0% ELEV=271.19 GATE FLANGE. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. ..,,I �r PLAN AND SECTION VIEWS 1 TOP AND SECTION VIEWS, NOTES AND DATA 2 MANHOLE X FLANGE MOUNTING BOLTS SHALL BE 3/4" DIA. STAINLESS STEEL, INSTALLED THROUGH PIPE a rn , STORMWATER -•. SSO iONS.� STANDARD DETAIL � R STANDARD DETAIL CLAMP AND DRILLED AND GROUTED INTO SIDE OF MANHOLE. (,�„� oo 1 J contechstomlwater.00m `DATE:09/26/06 (SCALE:NONE I FILE NAME:MHSF7-72PC-D11. I DRAWN:MJW I CHECKED:ARC, .cXom DATE:09/26/05 I SCALE:NONE I FILE NAME:MHSF7-72PC-DTL I DRAWN:AM I CHECKED:Alm 8. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP L © 0 TABS, OR SOME OTHER DEVICE. (r Q E'- E Q a' ion el 0 0 i=CO In WATER QUALITY MANHOLE - 72" (T\ DETENTION TANK (i FLOW CONTROL STRUCTURE 4 to SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. NOTES: PRE-CAST 3/4" CONICAL PRE-CAST 3/4" CONICAL Oe' s 1. ALL STEPS SHALL CONFORM TO NOTES: -4' LOCATE FRAME ANA COVER THE REQUIREMENTS OF ASTM C-478. ALL PRECAST MANHOLE SECTIONS SHALL HOLES (2) SANITARY HOLES (18) STORM W N r'. OVER LEDGE OF AT LEAST ��, 2. MANHOLE STEPS MUST BE TIGHT AND CONFORM TO THE REQUIREMENTS OF ASTM COVER ONLY COVER ONLY z I,... °` '� ¢ 12" IN WIDTH �'"'',,,� I FIRMLY EMBEDDED. C-478 AND APPUCABLE PROVISIONS OF w W '` N • $* MIN. 3. ALL STEPS WITHIN A MANHOLE SHALL STANDARD DRAWING %(g) u s, to • Z � pi �KNOUTS m BE Of THE SAME SIGN, TYPE AND N0. 010. ,,, ji`t.f f-f ► */8 ♦ E • i ' III• 1 � U ......... U (0) )TOP OF '''4 • •d ST. TAWARD FRAME AND COVER •'' .•q.'�•'� ENCAPSULATED '-i. ; : • o 00 0•TO TOP OF CASTING OR WATERTIGHT FRAME ARC f o_3/4. •. ! RUBBER GASKET p•, " ,�„_ /• lo 3 NO.11 -SA/ST OR NO 20. ••• o . .. a O O c N : ./ 12 11► -...y. t! . : ir NOTES: SET FRAME IN NON-SHRINK a • • :. , co> col •.0 •4• .4 GROUT •i►' i 1. ALL PRECAST MANHOLE SECTION SHALL CONFORM TO THE s 1; �► •;4 . •. �`� REQUIREMENTS OF ASTM C 47& :'i• . • ♦ L. N 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY J �• ,•�`-•II-�• 'a: 12- PVC �' » �� O Q v M STRENGTH OF 3000 PSI, AND SLUMP OF 2 TO 4. I-1 GRADE RING5 v °'�'" I+�+.•,, •:«: •. PIPE III '� 1 /FT -• • 3 3. ALL JOINTS SHALL BE SEALED N1TH PREFORM) PLASTIC , 41 '• SLOPE •• t a! {2, 4 oR s7 O ,,,�j° cn gi GASKETS SUCH AS KENT-SEAL No. Z RAM-NECK, OR AN COPOLYMER POLYPROPYLENE PLASTIC ••�_' ..-�: .� •= .;,,I.'• APPROVED EQUAL CONFORMING TO FEDERAL SPEgFlCA1 CN NON-SHRINK • • r • • •• , r SS-500210. II" /;'j l .•• A •∎• b• 4• :b• op 4 ALL PIPE CONNECTIONS TO MAHOLE SHALL> WATERTIGHT. • GROUT ,. i ; SANDED • . - ••, PIPE •a* 5. PIPE CONNECTIONS OF 24 OR GREAT® SHALL REQUIRE A _ ,, sI�D 1/2 GRADE 60 REINFORCEMENT -. h•;, .• i - BELL FITTING - _4. MANHOLE AND CHANNEL DETAIL ' '•'r'ECCENTRIC f .• •' I• 4 . ` SANITARY STORM 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLNES SHALL �.,� 36' CONE - ••• • • •'• REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL �.,".' A -4,---13' CC 411. PVC SANDED BELL j3,/4 :d.' 24-3 4' 7. PROVIDE A MINIMUM OF 8 OF INTACT(IN�IDISTRURBED) w "� -�1 IIr PIPE • •; y'- PROFF�+IT MANHOLE WALL BETWEEN PPE BREAKOUTS AS MEASURED MANHOLE STEPS SEE ON THE INSIDE FACE OF THE MANHOLE. STD DRAWING NO 100 �� -i* .. _ __ _r ,_ NG re ` j 1."11 3-3 8 FOR 7 N3' �// .. , r 'Q& BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND •t ••"••• ••- •�.• ' 4 MAXIMUM CLEAR OF WALL SECTION / 0 '9• ..••_ 9•!�:••• /� ////i ///iii//// ///ii/>•�.i'/ i '. MANHOLE PLASTIC SAFETY STEP o o a•'ti• ••••: 6" MIN. ���; W W •_ 3,06!-i• 3 VARIABLE V'-4' 0 --8-5/8' o o 0 o b o o 0 0 0 / �aligigliga " r 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24 ( ) ., o► FOR SANITARY CONNECTION AND 48' FOR STORM ? fp1 ', . :�'. it,240_0 023 • o 0 0 0 ...°::.. 22- .. , -- CONNECTION. Z . ., ••,�- 6' $ o O ° ° 0 0 . ► r -ON 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND COVER . SII .i*•••'• :�•• •b•• :": '.. ° O o ° 0 oO p ••,:.:, 27" gr tO o uG� p�� SHALL BE USED IN ALL EASEMENT AND OFF STREET AREAS. 0 "1 - 's �. .*� •• KORNBAND - •v ,a' ••-. 0 0 0 0 0 °0 0 0 0 2 m v S' 110,2 5 MINNMIUM b..••q, •. O o is.:. . . Z 4- • •,,I_ • STAINLESS INTERNAL o°o o ° o o clip o o OOTT "s'-1 #6 3/4" GALVANIZED BAR ;i•� -- STEEL BAND •: NON-SHRINKING GROUT CONSTRUCT CHANNEL / EXP. 12/31/07 -. .• ..v". °j FOR CONCRETE PIPE AND SHELF IN FIELD / 7" limil in 2 MATERIALS. .� •�..•, ra' , 4r MK •- • •4 T // INTERCEPT• GALVANIZED: • • ", .. 12' PIPE J n • D # I DATE I BY -1 MINIMUM REQUIRED)GE •• •, /6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. .i• •.. a-•10'' N 12" MINIMUM OF 3/4"-0" f 1 /t�I: SLOPE TYP. REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. COMPACTED BASE ROCK � '/ 7�r;� ¢ � � ,�t •� of RIPE TO '' •:+i a' .• SMOOTH FINISH CHANNEL TO -•-1 :• MANHOLE �� GALVANIZED CONFORMING WITH ASTM A-123. '� -4;v.:. •':• •.0• 23" ;,. , 3/4 VERTICAL HEIGHT OF PIPE • 23 � - PLASTIC: ;d . FLEXIBLE � " ••� 3-. . ( ., la. - .? .~";- -s CONNECTOR 24-1/2 ;� ,* i W.11511111A MUST CONFORM IMTH AS1M C 478. •• r• , " �► ,. ; :Tat'i, ;,. t �. ,2tam.., =.Cr, ti . 31« 7i' •�`` l`' i 4.,tp a•,. t � :�- ■ �, ,, V STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. i,•* •=•,..s!• ... ,:• ,: . ,. , 4 -. . ,; 4 MEETING REQUIREMENTS ASTM A615 ENCAPSULATED . ` , • „- .. `' z; .. ''4 - :''f ', Imo' $ 'f Mill= • ' --=v-•-'' KORNSEAL BOOT WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE 741•1\._ NOTES: ••'" `. • • ? .' ' •r' 1 CONCRETE WITH SERRATED SURFACES. 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS 12" MINIMUM OF 3/4"-0" COMPA 3 • • .: • '•- ••••'. ..• s. • BASE MATERIAL •• •• • •• •• • • • `..' - ''• '�`• : 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30.• •� •• r•' 72" MINIM •.;••,; 4 FOR GALVANIZED ••.••.- it•••:: :.••• .I ,p..•.,.,Q�• 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. DATE I 10/10/06 ;••v;:��••.;'�:'.�.:.; .. s,•,s STEP 4. NOTCH LID FOR UFT1NG HOOK. HI DRAWN I JSE 0 DESIGNED I JSE STANDARD MANHOLE MANHOLE STEP PRECAST CONCRETE SUBURBAN AND STANDARD CHECKED I JSE QeanWate 'Seivices QeanWaberServices MANHOLE BASE QeanWaterServices MANHOLE FRAME AND COVER QeanWaieSevices Cr PROJECT # I FBD 04-005 Our commitment is clear. Our commitment is clear. Our commitment is clear. Our commitment is clear. F-- SHEET TITLE DRAWING NO. 010 REVISED 02-03 DRAWING NO. 100 REVISED 02-03 DRAWING NO.020 REVISED 02-03 DRAWING NO. 110 SA/ST REVISED 02-03 STORM DETAILS STANDARD MANHOLE MANHOLE STEP 6 . PRECAST CONCRETE MANHOLE BASE MANHOLE FRAME AND COVER 8 Z SHEET NUMBER * SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 0 C17 0 .. _ _._ ._ _ __, _ _ _ _ _ / , ' \ '' '' c TO TUALATIN VALLEY WATER TO LOCAL PLUMBING (7 OLYMPIC FOUNDRY VB910 118» MIN THRUST BLOCK ° 24' MAx"''"S I D E V A L K ADJACENT TO O CURB SEE NOTE DISTRICT STANDARDS CODE STANDARDS " " » " VALVE BOX AND COVER �� DISTRICT APPROVED CLASS "A" CLASS C RETAINER GLAND BACKFLOW DEVICE -�•- 5' " - COMPACED NATIVE 111-114-114-11.1t i NATIVE MATERIAL MATERIAL AS \\ \\/\\ it: €€ '•\'/ WITH W CAST IN THE VALVE RISER '%/\/\/ _ = E %%\i TOP SURFACE - Q COMPLETE SPOOL FLGx PE SPECIFIED `\//\\/i\\//jt1-':_�itt 111-1 \°\//\� PAVEMENT SIDEWALK ,: \-/ , SEE L FL i ` SEE NOTE 3 FLANGE COUPLING ADAPTOR ��/j\/ {=; -.tt�-1 /\// 11,E(1=it= _ LL.1 Mr -1-•- 18» MIN 3 MIN ,/\\ !:i =t --- \/y 6' MAX BREAK FLANGE FLOW , �.II1.■1 I t�-�1 lrAlliil�rl(�al:�►-.� Irllll sill '\/ '_-: :�±.,--,:fi':,-,:-III //� : : ::KFILL 'CTION ` //;, tom.• ;.. ,. ;, �.-s .- .- ..._. x\ \ . " c•i I // ' / /./\ /� //,/ / / / / `iw �'•'0 y' Q �• *.• •i• •mow �,. `fi w••' •.•� •.°,.•°�. - - ar I \�/ •• •+ \\i il 4 ZX PIPE ZONE 1 '` /12 M 7i,�,f,,/s- / •,/�•\\r/- ,..•..:.f..:i••s•�.7Av.i• ._r•0 ..��..�_..__... ... \ w ,1! ,, ti•►��a�Ir:�� •�� :fir y�(! ,� , \\,/ \\'/Vf\�j/\�j�\tij/ \\`\'\\Pi 111 11121ammiNiinn 111 \// `.: .•_•= a. 1 j j !- ! DRAIN ROCK PACKET �/i// //f�/%t/%�/\•'\//� `'" j' • • ' \ 4»�• `t < >� OPTIONAL FIREPARTNENT p m ', ►.: ,, 14 CU FT MIN C CTI[BI. CONTACT LOCAL FIRE 6' TYPE PSM SDR 35 PVC, D3034 !11 _ ►'-''''0• 1"`• -= il MARSHALL. I 1i iot,Fp 14,1., :11 » PIP .�i s.'�:a �'�+s• / » �"` S FMS s»�� PIPE SPACER ��'.r,�v', A!�*�+ 6' DUCTILE IRON PIPE 7 �'� D , ".�.w-----��,��r*`w, �/- (�'� { .i ..•� LADDER MEETING OSHA liti /'� w ` REQUIREMENTS » LENGTH AS NECESSARY , 1`1 ! � : �•• ,/ SEE DETAIL 300 AND 24 MIN J M l � \\ SPECIFICATIONS ..,.. , .._, i ti OPERATOR EXTENSION \\\-.���'- ��\f`\' 6' / .�/f,, / /// !'"�, r /f�/ 3 MIN - 6" MAX PLAN N -� ALTERNATE FDC LOCATI0�1 EXISTING ,,,,,r PAVEMENT u,,,,, OND GES TO 0 II (SEE DETAIL No 5) \f\\j\/�\j/\ \ 6 MEGALUG RETAINER ,\,,�//f\ \/,�\ \ �� PAVEM 1REPLACEMENT1 PAVEMENT F.. 0 aiii I .°.° I �.\/(\/\ GLAND (EBAA IRON) 1'AIN TO CURB „ » III 1 fi■n1�r I 6' GATE VALVE CONCRETE PIER GROMD LINE ,� STORM DRAIN N-•.�-- -`M N BLOCK FLG x MJ MJ x 6' FLG TEE /%�/".� /*//%//■` III�°,;~� /,,,,/, ,k..`s.j\,//�i = /. CLASS "D» a 0 SEE NOTE No 1 ';/f,///��///,�� f�.f/`\//`��/f� %/� \;\\/\\/ • /•\�\. COMPACTED GRANULAR I- 1111: 1 .-+ �� `��'/�/ 111111111111111111111111111111111111r7' / /���� ��/,\r.`/,/, // �/ /,,,,„, BACKFILL AS SPECIFIED CO THRUST BLOCK \ i\�f j/`\\,' W�;,..E, � j / F.-. in SIDEWALK WITH PLANTER I » _ Osss<Y _ ISM-ATM BALL VALVE �\f \��\; 18 MIN VALVE 111 111 - ; \ :-•.:�- 6"STRIP AT CURB - - . ��/ s I I „ ...� 24 MAX DUPE CHECK VALVE \\ -'-. �\,\ ,. 1 PIPE ZONE '\\/ �. // w o w \ err- dill. i ;//:`: .:. �r •a \ \\ \\�'�\�\\ \� \`\ \��` 11t111�iiiiii i O 111h ,I I I llol -■IS■ \,, W.:',.. , ..s..•- W w (� Z3 //"/////%'�////%/''%/� / 3» MIN 1��1�I1���1�1f �r►_.,...�llrir.:.r I t��I MINN . �. ..; \ 4» NOTES: \\ \ SIDEWALK \'\\�/\\�\\�j\��\�\/\ ��_ 6' MAX BREAK FLANGE TE 11111146111 i HUI SCREEN `�- m �� �.// - CONCRETE BALLAST am: r. V/ 1. VALVE BOX NOT TO REST \'�\ _ __ _ _ - SEE NOTE 2 -1 ArourP 12» MIN I I--- PDT STAND ' ON OPERATING ASSEMBLY ;` '- `'j\\/j\\/` \/`\�``/� .•Al .- •o- 2. OPERATOR EXTENSION \/\\\• \ \\,�.\i\\\\\ \`� \; ;f,•oo, . .. •, .B�. .�•�, •fir. ,Uktff,ag /\/`\/\ ::::::-:::::::,::.!..,.....:.:-::...z: / /`. \ CLASS E �- �`/' /'f`/ \//% "t►'"': 4-:-4;':�%���►- �g*:'U+'�'�r,,, DRAIN TO DAYLIGHT OR 12" °\ \ \•REQUIRED WHEN VALVE NUT �6 1/3 HORSEPOWER ;\ / \\\,///\�//�•�' COMPACTED GRANULAR 0 ' 4i'�,"rte,_,;^'„T�;�•; //\\/f\ BACKFILL AS SPECIFIED STAINLESS STEEL SUMIP PUMP. o //// ..- IS DEEPER THAN 3 FEET 4 FT (REF) -.•-- ELEVATION SEE DETAIL 320 AND 320 FOR \\f'�,I.!1=11.x(11:7.t1=-1t.i.1 \'/ FOR THE TOP 12 INCHES SUMP DETAILS. r / /� =11=-411=11=11:-.41r-11: /// 1...... .Zt ac \ ��=t1=0=(c g .3L J FROM FINISHED GRADE f . 0 °l- .' // i;-(:11=-it.�lit�1.11=111rt:; /j�r C.0 11=11=11=,11--11=11•\ `\\ �,,,� UTILITY UTILITY ° /v// i=;t1=0=1 i1=11 i // / 3. CENTER VALVE BOX ON r, ►1-�1 ki, „�,►: /v BILCO NOTES: •••:......:. v AXIS OF OPER NUT NOTES: SIZE VAULT VAULT DOOR °VV''/ : -`.:• // 6» WITH FDC W/O FDC 1. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH PIPE ZONE \\�//-a-;'' .: . /� 4. PROVIDE 24' SQUARE BY 4' THICK 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE 3 577-WA 577-WA J-5AL NEN SHRIN( GROUT 'y . ti: /' 'Q- IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS. 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU \/ ::`: \'� LL CONCRETE PAD AROUND VALVE 4 577-WA 577-WA J-5AL YDS MIN ARID BASE OF VAULT WHERE FLOODING \i W w ° OR HIGH GROUND WATER EXIST j •.'' .•_ • : \' » ft c) OUTSIDE OF PAVED AREAS 2. PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT. 6 676--WA 676-WA J-5AL 3. 'q' a' 'x 0 i CLEARANCE BETWEEN WALL AND DEVICE 8 MIN., 12' ci;p3 8 687-WA 687-WA JD-3AL rum, EXCEPT e' MIN, 9' MAX FOR 660-WA VAULT J 5. VALVE BOX COVER SHALL BE A 3. PLACEMENT OF CONC. AROUND FH IS PROHIBITED. �a. THRIUST BLOCK 11-0' MIN THICKNESS to N MINIMUM OF 2M ' IN LENGTH 10 5106-LA _ 5106-LA JD-3AL g, DETECTOR METER TO READ IN CUBIC FEET D J N .-4-. a 'OR EQUAL' APPROVED BY DISTRICT ENGINEER Q O ' 0 1 , -'' H I. TYPICAL GATE VALVE DETAIL No. , --'- -�-- FIRE HYDRANT DETAIL No. s -, DOUBLE CHECK N DETAIL No. --- TRENCH BACKFILL DETAIL No, °' w Lo Sci & Tua1atinValleyWaterDistrict i SETTING DETAIL 3 , kTuaIatinValleyWaterDistrict STANDARD INSTALLATION 101 Tualatin Valley Dater District DETECTOR ASSEMBLY BF O9,s Tualatin Valle Water District ABOVE THE PIPE ZONE 10 CC `� `` -°...} , , - '''''' - < g'sz) REV 1/31/02 0 co j_ �, Q co in co R .... , \. ,_..„.., „...\\,..,,, '''% e , -.- i --\ e --../i , •• ♦ / C7 h n4 \/ \ \�\ ° : • : -' \// (HORIZONTAL) VOLUME OF THRUST BLOCK z °' N \\.\ \ \. \. \\ \\ •4� .: \\ 12" STANDARD VALVE BOX » 8 PUE w�' \\\�// // r,f / j/ // o ; / ,'/ 12 BEARING AREA OF THRUST BLOCKS IN SQ FT IN CU YDS (VERTICAL) 7 -0 -�--- \\\\\�\\�\\\�\\,\\`\ \`\/\\\\\\�\\\ ••` ,�`\\\,\ `, \`, \. SEE DETAIL NO 3 ° � �� v�'Z, � M• ') - FITTING ° 45 22 1/2° 11 1/4° FITTING BEND ANGLE . » `''-K v N Ai • » TEE 90 BEND ° ° - o ,� 5 -s .-.�---~ v � � -6 � SIZE BEND BEND BEND SIZE T ;I, � i■ 3 -0 -.••-...- fi'-0» -•-- 22.5 11.25 LOT TO BE 4': Ili�l:� 1 _ SERVED 0 1 4 1.3 1.8 1.0 1.0 1.0 4 1.1 0.4 0.2 �- X -i H. FACE OF CUR 6 2.8 4.0 2.2 1.1 1.0 6 2,7 1.0 0.4 fJ w (? Si w //,/\\ wor f� M U \\.\ �„. °• FINISHED GRADE 8 5.0 7.1 3.8 2.0 1.0 8 4.0 1.5 0.6 z --- C /.\\ // \\//,<///\/�. /, /, ' ', ////f///'// - ' .., �i /\,,,. ', /2\,,,, ,// f/\, 4» MAX 12 11.3 16.0 8.7 4.4 2.2 12 8.5 3.2 1.3 ¢ - i_- o RETAINER GLANDS /f,/\\r'o a: p?qo //f 12 \jfj/> co w 2,_0» N 3 16 20.1 28.4 15.4 7.8 3.9 16 14.8 5.6 2.3 Z _ `-_ - •,"�, i, !i •' •• • •� w PROPERTY LINE D. v I (2) REQUIRED \%\ \\/\'2\/ o -4• oo 20 31.1 44.4 24.0 12,3 6.2 ,- -� I i a' ,°o•1\j\,\\ - • .�••••o• w >-. - "�=' 24 45.2 64.0 34.6 17.7 8.9 v 'n Q �, -1 N- » �- J n MIN I 18 I STANDARD COLLAR ~•-2' BRASS PLUG HAND TIGHT VALUES BASED ON 200 PSI 0 OFFSET LATH m THRUST BLOCK 2' IRON BODY GATE WATER PRESSURE AND 2000 PSF cn (SEE DETAIL 200) 2' ADAPTER COPPER SOIL BEARING CAPACITY (-- ON PROPERTY LINE °- © 11 VALVE WITH 2 SWEAT TO FIPT PROPERTY LINE AND LOT = SEE NOTE No 1 .._.... ° C� OPERATING NUT I ,\\',' �'\\`�'\\',,'\� NUMBERS MARKED IN WHITE NOTES ki ,� 7/r/j / / EE 18" 2' TYPE K RIGID f ,//4 PAINT ON FACE OF CURB 18 MIN -�- 1. SEE DETAIL 101 FOR VALVE AND CONNECTION. 2' x V-0' BRASS / COPPER TUBING ;. c `� � s\', ,, \\ / lipi I, 24' 2. PROVIDE A 3 FT CLEAR SPACE AROUND NIPPLE \\/TYP> '.. � /�' . PLAN l 24 MAX CIRCUMFERENCE OF FIRE HYDRANT 17 \\mss\\ y`'•' "► a. a. :.. \�; ���� PROTf' ix /,/\ .:: A ...;.\\/k/ ..... . ,o..„......-iiii 23 3, PLACEMENT OF CONC. AROUND FH IS PROHIBITED. liii .♦;.►,: °■ » ". s;f;t��a:li i, !:; ;- \ \ \ \ \ �� \j/ 6 PAP .:•: .w. ELL COPPER \\.\ (ID r ir fi' - '■ # BREAK FLANGE '• •� SLIP ' y 6 MAX ,....,.: . ►.. . .. .....,a- :., . .,. .-•• .�•.. :♦..... /\ "� \ •.� _.';N..;• d ;.•.:... .. • • BEND TEE VERTICAL BEND \/ / \*/\/' /\/\/\/\/\ \r\,-\- /41./\.� 1` .� _ ,.. c,•,\���,\j' \,r�C,;�f<</ir s ' \ \ '\ \ \\' \i\'\\/ /\//\\\//\\ \\// �/\\�\//.\//\//\,�\ \ \ \/�\ //•/,A/f�• S/.� .\ / \j",jf\j,\,�\,�ti. /` • Z OQTT / j / a►, �. rr. a, r►. �►. rr. �. •. 1r.- , o \ EMBEDMENT s,..; \`\\.\� \� /\� EXP. 12/31/07 FITTING ROD '"''""""'��' �` W SIZE SIZE "V /f:�,! ti/i/\�i, ._j ,�. y...r.►ar..a►.•.+i!,nmkk._ i►wr� \ \/��/ /r////\ \�.\\,fi\ ,\ 2' ADAPTER COPPER ).\\)/>\ /' 2 \:,/\, \s''!f r/\\j,�\�j`\/i�\//\///-�''�\�//�// ��/ +///v<04.0,9.....- o 1��.•,•-f • � \\\\ \,\'\ _ �, j \\�\\2\\\/ \/\\\ \` \\\�\\� _ � .�-�:�r=�':s=+ �!%::.�` ,\\. \\ SWEAT TO MIPT ���``\'�� 4'-12' #6 30' /,/jj`\//f/ ,//f//s .: • •, `!•' !!•• `�:a'-!�•'�•-•••!!�•• USE TYTON JOINT- CONCRETE PIER /'//\``f/ ,, o .,r ,_ �� __--._____,____-_---__ CUSTOMER SIDE I` �\` \�',"��"� �����\\\)//,'\� \ \ . \/\/`� f�. <<\ 14 16 #8 36' - ` DATE I BY DRAIN ROCK POCKET \/j%//.�ff/\'/�/%f/ '` %///.\`/ 'FIELD LOK' GASKETS BLOCK f\/,\j,\j •° //\/�\ ' . \ \ \ \ \ \ \\ \ , ON ADJACENT PIPE JOINTS f •,�C- �/�� i` P� �` 4 CU FT MIN /'i�./,�%/,i%\/j\//\//�`\',�i/\� SEE TABLE 2' TAPPED ��,;til�� i\/'% 5 I I i#��� / Kira ' �� i •",• '' WWII. .\ /\ \/\� \.V\ ELEVATION ���...��� �_.: , I1 . � I ►.fry .4 ). UCTILE RON PIPE TYTON JOINT PLUG OR , o I •- � ��� I . ,;- •�'��'�ur, ����:� t� �, tk, MJ CAP WITH MEGALUG .��ra�_� f w. , \� f \„ ... . r� RECOMMLND=• • I *-.° '' I •4i; r » RETAINER GLAND .�p 4 ////%\ //./// NOTES: „�i y,� *1► o �' . \\\ '`' NOTES• C O ,.. t3 � fi IA/ `.may. s .fir;:, 4-' ¢€+c +"'S it � .• .4.*• 12 PIPE SIZE N0. OF PIPE RESTRAINED / /,/ 1. ;.•...r . � 3 � le sX� \, `°��0 API_„�a . \/\/` 1) THRUST BLOCKING AT ALL TEES, BENDS AND „ "`�'' �: M :.:1:1.). l �: x< , \ �#yl: . "r.,!�� i. 1■ /i/�//j\//��' ENDS OF PIPING 1• PROPERTY LINE ATT8 FT Z I I / _�� I 11- 4 3 (54 ) \/, 2) CONCRETE BLOCKING TO BE POURED AGAINST \\ \ �'`� I NOTES UNDISTURBED EARTH ED GAI ST PUBLIC UTILITY EASEMENT A '//f .ill - -6-1.1�,,•lio i 6' 3 (54') STRADDLE BLOCK O \�\�► +1. �► !► \/�\ s\\ ,„ , » .., \ .: : :�* \\\\\ '\ \ ✓\ ,, 1. BACKFILL WILL BE COMPACTED 90% 3) ALL CONCRETE TO BE CLASS 3000 \ �� as. , 3/4' GRAVEL, WITH MIN. 36' COVET \`/j\ --1\\jj/ 12 \�'//\ 'j' �j/+/ 8' 3 (54') SEE DETAIL No 200 4) INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEE r METER DATE ( 10/10/06 / '>/\ V \ --- ,o\� A ° �--a 2. THREADED BRASS PIPING MAY BE AROUND FITTING. SECURE SHEET ENDS TO PREVENT F."DRAWN I JSE 'f\\��\�// /� /\'�\,'�\\/s/ USED IN i PLACE OF COPPER TUBING INFILTRATION OF DIRT BETWEEN SHEET AND PIPE CURB STOP .' MEGALUG RET INER \\i\\/�, 12' 4 (72') FITTING PRIOR TO POURING THRUST BLOCKING L » „ 0 DESIGNED I JSE GLAND (EBAA IR ) 3. PROVIDE 24' SQUARE BY 4' THICK 5) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS TYPE K SOFT CHECKED I JSE ONCRETE PIER 16' 5 (90') CONC. AROUND VALVE BOX OUTSIDE FROM CONCRETE WITH TEMPOARY FORMS AND COPPER TUBING BLOCK PAVED AREAS POLYETHENE SHEETING SEE NOTE No 3 PROJECT # I FBD 04-005 SHEET TITLE r j --- - DETAIL No. r , r' -. 'N DETAIL No. '\ --....____ �- THRUST BLOCKING c DETAIL No. DETAIL N ( FIRE HYDRANT SINGLE WATER SERVICE WATER DETAILS Tualatin Valle Water District O N DEAD END LINE 102 Tualatin Valley Water District 2' STANDARD B L CI W O F F 203FLTualatinValle Dater District DETAILS Q Tualatin Valie Dater District TYPICAL INSTALLATION 7 , J J �, J \, y zf SHEET NUMBER 0 C18 0 \ . . ( . PLANT ALL TREES W/ TOP OF ROOTBALL 1 " NOTES ABOVE FINISH GRADE 1. THE CONTRACTOR SHALL INSTALL PLANT MATERIALS USING TOPSOIL, WHICH ILI o STAKE CONSISTS OF ONE PART COMPOST AND TWO PARTS SANDY LOAM, AS INDICATED LEGEND f� S E W/ ON THE DETAILS. / CE 2, X2„X8 D.F. STAKES 2. ALL PLANTING AREAS SHALL RECEIVE A MINIMUM OF TWO INCHES OF MEDIUM, EXISTING BOUNDARY LINE —.-�- """► '� • 0 I 0/A 2'-6” MIN. BELOW GRADE FINE AND NON—TOXIC BARK MULCH. _ Q o0" / 3. FERTILIZER SHALL BE STANDARD APPROVED BRAND, DELIVERED IN ORIGINAL EXISTING RIGHT OF WAY LINE — "' a"'_ -"""' `►.., 0 I CUT TOP OF STAKE BELOW CONTAINERS DRY AND FREE FLOWING BEARING GUARANTEED ANALYSIS I L A OF THE 100 0000 0 IA_0, CANOPY MANUFACTURER. THE ORGANIC BASE SHALL BE 16-16-16. 00 j / 0 EXISTING TREE REMAINING Q 0•00 4. COMPACT PREPARED SOIL MIX AND FLOAT LANDSCAPE AREAS TO PERIMETER C3 Ob 0 0 f 'CH AI N L CK' TYPE GUY ELEVATIONS REPRESENTED BY CURBS AND WALKS. Z r'' o 0000 0 0 1 0 0 OR 2 STRAND 14 GA. < �� 0� TOPSOIL FREE OF NOXIOUS OU S 0 (II) 0 0/ GALV. WIRE W/ HOSE 5. OPSOIL SHALL BE EE WEEDS AND WEED SEEDS. CONTRACTOR J I 50', ' r 0 0 SHALL GUARANTEE THAT WEEDS HAVE BEEN REMOVED PRIOR TO INSTALLATION. PROPOSED TREES Q.. I o , 0 0 �► 1/ - OR APPROVED EQUAL (D Cii) / 0 0 I 0, 6. ALL PLANTS SELECTED SHALL BE CONSISTENT WITH CURRENT AMERICAN W 1 0 01 li/ 0 0 Og I REMOVE 0V ALL WIRE BASKETS TS NURSERYMEN'S STANDARDS. ANY PLANTS THAT ARE DISEASED, DEFORMED, ROOT 0 E E LL E B BOUND, POORLY SHAPED AND DEFICIENT OF HEALTHY CHARACTERISTICS SHALL . O_ 0 / o BURLAP NOT BE ACCEPTED. L CUT & LOOSEN BU Q 6 , 7. ALL PLANT MATERIAL SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR AND 0 1::2!6]SHALL BE IN A HEALTHY CONDITION AT THAT TIME. ALL PLANTS DEAD OR D 0 a)r. 3" OF MEDIUM GRADE BARK EXHIBITING UNHEALTHY CHARACTERISTICS SHALL BE REPLACED AT NO CHARGE TO )a) ` AS SPECIFIED THE OWNER. L L - 1 /2 '. „ 8. ADJUST PLANTINGS AS NECESSARY TO KEEP SHRUBS AWAY FROM DOORS AND Z 0 TREE 36 DIAMETER MULCH RING WINDOWS < ID 2 ... , FOR TREES IN LAWN 9♦ VERIFY LOCATION OF ALL UTILITIES IN FIELD PRIOR TO COMMENCEMENT OF WORK. "J HEIGHT al 10. NOTIFY LANDSCAPE ARCHITECT OF ANY AND ALL DESCREPANCIES IN EXISTING SCALE: 1=2O' � FINISH CONDITIONS OR THAT DIFFER FROM PLAN I- 20 10 0 20 (i) Eir GRADE •..• 11. CONTRACTOR TO PROVIDE PLANT QUANTITIES. r : . .• : p ."� J-�- eW-- y.o a) <EiL l l � C , • , ' °- 1 0 70TH STREET TREE LEGEND :a . .: .� ,...._ 1 2 3-WAY BACKFILL MIX EQUAL PAR T S TOPSOIL, RO TT ED SYMBOL QTY. SIZE SCIENTIFIC NAMES COMMON NAMES CONDITION S TREET v : - : - • : ��: �L', �:t`r`a:<j~.r^;'-': ' " om . •±�� y :' t i. : CO - ,'1"a w a,r..-- :- �ya i: - (I) 't`: . - • ` '�'ROOTBALL 1 MANOR Sc AF MULCH 6 3" CAL. buergeranum Trident Maple B&B 7 0TH A VE. • r ` �.�= -�:: I (1) D E PT H =� � `fi j _ k, J .td_ M N a -� � . 11 � �t- a a as� BREAK U P SUB - SOIL \�!:!�!t.�. ,.. ":._. : t�;• �i� _v...a.io-wo�� ; Q . ..: ' : w I �' c < � E !` '�' ' � i.� O I Lt, 1 _ _ I � � s 1 E 1-t I MINA AND CROWN FOR 'L,sTn:h:.,i.tr:.4; y; DRAINAGE _ EY .jif _}`. ;`'- 0 °)DARTMOUTH STREET TREE LEGEND r : � fi • } c I-o G( .• `;�• I / i I i r\ SYMBOL Q TY. 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I; :it, If BY f y.. r•� . . - L,I. i r is 1p . - � Y•sc 4Y PJR t:N�:Yr i i• I /� 11sGu, aa) r{ T �f 7'•. .. .. - _ it K'- 'i; EI` Kt' 1'''1 T .� K F: 84l d-a, ,.fd `.24 .z �.. ....__ ._ _ _ I I • :VV DARTMOUTH STREET 0 „ DATE I 10/10/06• . ,." -• • DRAWN• I JSE •�- DESIGNED I JSE CHECKED I EME : ...... ... 4 , -. ... • _ _.. _ .101•■ 0111._ _ "gam _ as.. ._ ell■ IIINIMINIIIIIIMOMMION. — .._ _ _. .... _ .._ ... 01111111=1111111 _. _ .... ..... PROJECT # I MGA05-008 L_ SHEET TITLE — --- LANDSCAPE PLAN -- . -_._- . . -- _ (f� _` '- SHEET NUMBER —^ • ______ • Z I 0 r L 0 2 CITY CAF hOARD CASEFILE 8DR2006-00001 (,)A . . -