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S 1206 - 00006 4 RECEIVED MAY I82016 .1 . r;zErs.) ROCK CENTER CITY OF TIGARD _ ; - I j BUILDING DIVISION _ ' - sET 1 oF 2 4....1 SITE = SETIOF2 RED RocK CENTER , BUILDING C C,....) , 12115 SW 70TH AVENUE (....) SW 72ND AVE AT SW DARTMOUTH STREET 0 _ TIGARD OR C:l.) PLANNED DEVELOPMENT [Ti E OPMENT REVIEW CASE NUMBER PDR2010-00002 TYPE II DECISION RED ROCK CENTER SETBACK VARIANCE 2014-00023 SCOPE DESCRIPTION 03.14.06 LOCATION PLAN - Tigard, OR DRAWING INDEXVy1) k 4,'.ii:-,.. 1 4 PROJECT TEAM 9 NTS (!) ARCHITECTURAL DRAWINGS OWNER: DF Development, LLC These documents and specifications are for a new two-story building of type VB r -- 908 Deborah Road construction, occupancy type B, fully-sprinklered and associated site work. The ,fl 0 ET C #ilct . ;_ SITE A2.0 SITE PLAN Newberg, OR 97312 overall project square footage is 21,000 s.f. SITE PLAN A2.1 PHASE IV A ' Contact: Doug Fry A2.2 SITE DETAILS Tel: 503.348.2237 These documents contain work for the Architectural, Structural, Civil and Landscape requirements for the construction of the facility. A2.3 SITE DETAILS ARCHITECT: Anderson Dabrowski Architects, LLC M Avg .: �, , A 1430 SE 3rd Avenue, Suite 200 Design-build electrical, mechanical, plumbing, and fire protection/alarm SW D rtm th St '' ' �1 CIVIL DRAWINGS - Portland, OR 97214 documents are to be reviewed by Anderson Dabrowski Architects, LLC prior to C1.0 COVER Tel: 503.239.7377 Fax: 503.239.7327 permitting. C1.1 EXISTING CONDITIONS Contact: Jon Anderson, AIA, NCARB, Principal C2.1 SITE PLAN C3.1 GRADING CONTOURS Email:janderson@ADarchitects.com All permits should be secured prior to the commencement of construction. Contact: Margaret Wilson, AIA, NCARB, Architect C3.2 GRADING SPOT Email: mwilson@ADarchitects.com Submittals for mechanical, electrical, fire protection/alarms, plumbing, door C4.1 UTILITY PLAN hardware, casework, and finishes to be provided for review and approval by the GENERAL Architect prior to order or fabrication. C5.2 DETAILS 2 CONTRACTOR: Emmett Phair Construction C5.3 DETAILS 3 16650 Fir Lane C6.0 EROSION COVER Lake Oswego, OR 97034 C6.1 GRADING EROSION CONTROL... ANDERSON ° C6.2 EROSION CONTROL DETAILS Tel: 503.572.8606 D A B R O W S K I Contact: Scott Emmett C6.3 EROSION CONTROL DETAILS Email: Scott emmett hair.com - ARCHITECT S a @ p iA 1x hU F � �11111 LANDSCAPE DRAWINGS L L C CIVIL LD0.1 SPECIFICATIONS ENGINEER: PACE Engineers LDO 3 SPECIFICATIONS 5000 Meadows Road, Suite 345 3 Lake Oswego, OR 97035 LD1.00 TREE MITIGATION PLAN PHASE 4 PLAN PHASE 4 4 Tel: 503.597.3222 Fax: 503.597.7655 • LD2.00 IRRIGATION _ • LD3.00 TREE PLAN I Contact: Andrew Reiter , LD3.1 LANDSCAPE PLAN PHASE 4 ON SITE ---10 Email: andyr@paceengrs.com LANDSCAPE STRUCTURAL DRAWINGS Portland Office: ARCHITECT: Macdonald Environmental Planning, PC PROJECT DATA SITE PLAN -- 72nd Ave at Dartmouth St 53.1 FOUNDATION DETAILS 1430 SE 3rd Ave, Ste 200 Portland, OR 97214 9020 SW Washington Square Road, Suite 410 NTS T: 503 239-7377 Portland, OR 97223 JURISDICTION: City of Tigard F: (503) 239-7327 Tel: 503.224.1225 Fax: 503295.6906 Permit Center Building Contact: Laurel Macdonald-Bonnell 13125 SW Hall Blvd • Email: Imacdonald@mep-pc.com Tigard, OR 97223 SW DARTMOUTH STREET Contact: Brenda Rowen Tel: 503.718.2439 Email. browen@mep-pc.com z1 E f. .:,ae 6-u.: 1. euun t„. PROJECT _ "�� 4 ;. + �� �F ""� www.ADarchi#ects.com STRUCTURAL ADDRESS: Red Rock Center Building G - .wErwNo 1.-7--,.,-,F.,-...4. ► I - - RESERVE,-;- ., ❑ r; w I ENGINEER: Nordling Structural Engineers, LCC SW 72nd at SW Dartmouth St ( � •I V z ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND �'`"u% "" "` a - PLANS SET FORTH ON THESE SHEETS ARE OWNED BY 6775 SW 111th Street, #200 Tigard, OR bir, : ANDRE THE PROPERTY OF ANDERSON DABROWSKI ` ' ► ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF Beaverton, OR 97008 p _ I ( .•� 3 ,,,,,:a,e-e.., � ,--v..--- ;>���,�? � " SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR Tel: 503.924.5901 Fax: 503.924.5903 SQUARE I { ,{ , , , ''."a. OF ANDERSON ABROWSKI ARCHITECTS, ARRANGEMENTS WITHOUTEN PERMISSION Contact. John NordlingFOOTAGE: SITE: 67,515 S.F. { {,� O PROHIBITED I Email. nordlin nsen ineers.net PAD C: 21,000 S.F. { { ` %{ '` s ,... `- N �' // ,�. 3 ._. ,n�� ... ,� y �;,_ �� RED ROCK CENTER OCCUPANCY: B { '�'i°".`°° `' -1' BUILDING C I I ;{ A 'or �7 I ` SW 72ND AVE AT SW DARTMOUTH ST CONSTRUCTION I { _. 0,�,�{ r - `` TIGARD OR TYPE: VB - Fully sprinklered ' F %` 4i_;:i til 14 . 41 kk STORIES: 2 \ \ ://;--'-!k,..:;::::.-:;;:.--:: ° { :_ '' i\ 0 ,1 { /,'- 1.� CONSTRUCTION DOCUMENTS I I ,-/<W ` - 4.Ili Revisions: . \ I /. AREA OF WORKih/ /I, :•• .'itH 4t ht14 .' ii ,,' ✓®/I < riiEL•H -S .T.•E. • • - 1 I Date: 05.09.16 Scale: AS NOTED Anderson Dabrowski Architects, LLC, is not responsible for ensuring the accuracy of the square Project No.: AD15154 footages listed on these contract documents. For legal or leasing purposes, final square footages File Name: 15154A1.0 should be verified by others. This project must meet all current, applicable and accepted versions of the IBC, ADA, UFC, NFPA, OARs, etc. Drawn By: MJW/RMB Checked By: JMA APPLICABLE CODES DEFERRED SUBMITTALS Jurisdiction Approval: HVAC Drawings - - - - - All work to meet current federal, state, county, city and ADA codes and regulations. To be submitted separately by the design-build subcontractor ., CTTY OP TIGARD REVIEWED FOR CODE COMPLIANCE - 2014 Oregon Structural Specialty Code Electrical Drawings Approved: _ [fir To be submitted separately by the design-build subcontractor OTC: : , [ j . 2014 Oregon Fire Code Permit#: '• (-r--24::7) G`- '.,. Plumbing Drawings Address: : 2._( $111 2014 Oregon Mechanical Specialty Code To be submitted separately by the design-build subcontractor Suite#• . Date: 2014 Oregon Electrical Specialty Code Fire Alarm Drawings To be submitted separately by the design-build subcontractor City of Tigard Erosi• on Control • 2015 Oregon Plumbing Specialty Code Fire Protection Drawings To Schedule Inspections: 175 All Oregon Occupational Safety and Health Division Standards To be submitted separately b the design-build subcontractor Call (503)639-4: g p P Y Y 9 Initial inspection: Prior to footing inspection 2010 National Fire Protection Association 10 - Portable Fire Extinguishers Pr, Fin inspire o„ , 2010 National Fire Protection Association 13 - Sprinkler Systems 2010 National Fire Protection Association 72 - Fire Alarms OFFICE COPY 2012 National Fire Protection Association 99 - Health Care Facilities Sheet Title: 2006 National Fire Protection Association 101 - Life Safety Code COVERSHEET - 2012 National Fire Protection Association 101 - Life Safety Code *Per 2006 NFPA 101 Section 1.4 this version will be used. Sheet No.: A 1r 0 . , [Ti . Z [Ti U U (:-.1.) [Ti 1 . I • . SW DARTMOUTH STREET te • (E F H ) 1:1 Atikt CI *4? . . / 4 oli3 2 4.r.l 1.,..Rs..,f :. JO 14. ANDf ON ..) Ak# .64. 1 . . . . . 405. . ...:;'' ':',5'i. • • \ Ir., '' V . ..,, Ar enif":,,., i- - - - - - - Ip: - - ,..,,ci/..)„,; ,,,;',..4,- ..., 1 ,-,--.K'•0., , If • . J • .t .• r--------, 111 V ''''",..,,,,,„ $1, It .', , jek ,1 - .I.V ,4pCSA,!.:', - . . - - - -04- A..5-.,,, s/„: •.:.44,-,-,' g;4, LI 11 rill W1141111711 . itlei 11.4,,,,_•:., ... tp, °RAND,*i'2 • ' jiw., .•',1t,„.„-,4:Z**.'0V1 • • - ' • 0,2tr, - - - r.r,7,- '..'"'.. Zri.: ''•,::,':, . miell -;:,;:).; ft.= - " - w.11 - -;;-..g,i '42',', :nt‘,4"d BUILDING B : : " ill _ D .- ...,,,,*,:44„,:-.,,,--1,4z,-2,0, --./- - , - - - - -4.0 . - - -.,z,:,;s•Lf..„,. .-4-,,,, ..1:;,, -• .--..,,,A.,:::,:,-"0:,,,,,,,!‘ / ,,..,.,••,...-,..:smemp;,.. ....:v.w..,:z./ . - . . - - ,,,,F - - - i '.,;:1,---, •,,,.‘„,,i d.--.f: : . ' ' '4'-4,4..,:.;;;;;:-.4.- r •,• • • • • • „Orgv:4. - • • - '''Af&'-..,'. 4 . . - -. . '.71 III BUILDING A .. ... -'. .,,, , , . '''.':'' -::-.:-::.,7'irrP::::,'S-:%:-;--1..; • • • • " • • •*OAP • • • " 1 I iil7it: ,,,:„,,,...: :-,\l'f'. j <==1 = 11,115 SQ FT .- W go*. MEDICAL OFFICE-8,212 WI I 1 OF °V , • ;--7,,- 6'.'' :":74,. I 4 ' i \ MEDICAL OFFICE-11,115 1 iiimil-- ::.:,,c7_1,719-Hr INEL_I -. ... . ... ..,, . -,-.,:..;: ,•,.. MON .... 1 4".54. • ' ' • • ' 44.W4'• ,,_ 1_ 11 v ... . . 0 .*::. :'1",,,. i . \ .... .,... ... Z . q P124. - - - 41, . - • • - - - • •'''.S3, ,,.4,; !zzt, ;',' \ - 1 CV ..ieto*N. .0.4.4".• . . • • - • • - 1-'F'$:,71. :N.'' ‘"''':''' •1,414VPARmQ... ,.. . : Pam 1••••• ,, : .41.1100.16a4" , ' .' ...; Ill IrAimmmit-- --11 . 1-111111 .:;\:\---1111iliiiiimutimmo a ' .. • III-..''.. . - . . . . - - . . = = . . ,. -:;:t. : ,'„i.,, ,?:. 1.•-=-•t•-•4 .IDA,,,;,., - V,' :,-,',',. '!'.----. 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',fir => , i mom mairliV". ,..›,. sm. o „.,.. - ,• 1.1 i SEPARATE SUBMI AL.,., , .. -A -t- 44:Innad' :' .'fz:i',.5:tf*=.i.,-',"i- -:•'' I" : • t-. • 1 :. M.41.-4. ....i..!........11.1:. :.*:',' . .0.•*•,- , -,,-,--.,-.< ::::4'i'ik z ''..•* vs, e- --- '- AM -14in --1 3• I 1 -LL;t1..."- ... 444. ..! - ' I : --t-1,--..1..,..:..--1••••• -t-t 111' 0 '1" ...Z At - Z,' ")‘ ,a, _. - _ . . PIL, ,: : - s 02 4 • \ \ . z. /1 / ..... //:/// .'. / // '' / / ' i.:::///., •,,-.• i : r I raismaissFrailin-- " . - 'xima a --I._ „ ., 1 :fv.:.,.:, 1 ih-a-.1- 1.- 1-----timas- Issiiiiile ++,_ ...A. .. 1 •.: BUILDING C - 2 FLOORS 7 Cr 0 1/1.0 MIN -11 _;11.4 -,-...- gly -i--t--, - 1 e+ I, a Es_..--,z --.--a..ra r-",c.... . I ...__ I in Le , • \., * 111 111 . 1 Portland Office: 1430 SE 3rd Ave, Ste 200 I . - , . D <=.2 I „: .,-, 1,,::::..___... 1 21,000 SQ FT '_:IN a, ‘.4 4 Portland, OR 97214 I ' • .... , •--Ili MEDICAL OFFICE-21,000 f±± A " . irl 1 4a. II \ I „ / / // ,,..„,.. A..A .„.„,,, ///,,,,,,„/ 1 vag ! ! ! it MI I 7 . . . . ir .. _ .....„„th ., 1 11.111111/11111 I MI117. I * li /7" / V .1. :IlSolkk 1 , A 1 ,..... 2,33 333__ 3; I 1 y/ ,,, .......... ,..., ,„.., 1 ..,_..,..,.. ; if 1 lk .. ....... . ..„.,1:::::7 --- • ;Ni' " .t ..4.-L,,,F,„. .,,, .. •,•-.•,,,,-.--i.. ..„ .. , .t.....',/f,„„:'!:::::::"'''''.-' '.7-;------.'- : Alit Ad..----'- 1 www.ADarchitects.com ,-:„..,..,,,,?,„ SCOPE OF WORK // / .•::: 21:::-Iiiihk I / 11. . , • .111.117/ ,,,,,/,-- -/ - ..-- / ' ". /7/ •-..,, ./1„//,,/,2:1., '..'''' /.../i' 1\ii;I:-1 li ss- / /' ' / // „,,,/ //vs, ,:'!. .I ' / / , • III I /.... ,;.--••-- I 7 q ALKANL.1DsEAsSET,DFE0SRIGTro,ANRTRANHEsGEEsmHEENTErss,ADRRAE WowINNGESD,ANByD AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF \ I I /.... /.../ , sz ..„.... // /,......../ 7 ..,. / 4 z.,. ///s /4 --..,„?,,' I / / / i / ,,,, / . / 1,,-,1 . / 11 ,:/),>:',v.) / ., ,,,,,y f, , , ilth . _ I I . 5 ii SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. I . 41;:: =) ", tql\li 1 k \ , , s / . .../i, „ ..... I . , ,... , -/ .:.-.•,/ II tt. I , ., ,/../ 43:2. / ,.-, . 1 Aiiisti " fib, lk I 1 BRUEDILDRIONCGKCCENTER SW 72ND AVE AT SW DARTMOUTH ST TIGARD,OR . . ., / „..,..1 „, .. • ISO 14 Ifil CONSTRUCTION DOCUMENTS /7/ / ''.',...',?,. /*/, /s': SITE DATA 1 „I ED --- / Ai 1)11 0 Revisions: . I ;‘4,"•' / ,t'Il I 11SIk4 I kk % GENERAL INFORMATION / - ,z,„ (;9 / . 0. ' - I \ . SITE ADDRESS: SW 72nd Ave at Dartmouth Ave , „ - „', ,-.,.:.:. - ASSESSOR'S MAPITAX ID: MAP 25161 AB,TL00100&00300 . '/ ..,./ .-,' ';,..!, I . Date: 05.09.16 .• PLANNING DISTRICT: C-G (PD) . c=-> PARCEL SIZE: 146,327 SF /// k I Irelk Scale: AS NOTED - PROPERTY OWNER: Doug Fry / .. • ..' _...„ . . ..., PROPOSED USE: Medical Offices/Retail . , r illIFISIlibt, Project No.: AD15154 / , /,-1 .1-... ,,, AREAS /// ,..•• .. „e'r A!;,,';' n ..,.-.N'. 4 Ail'' 6.':1111641111134.*,. 4%II „:,......, File Name: 15154A2.1 / . i r11111111 LOT: 67,515 SF / ''VetA / / ,,,, - -- - ............... .11 Drawn By: MJW/RMB BUILDING: 1 PAD A: 11,115 SF ..-- /1 PAD C: 21,000 SF .. / - Checked By: JMA PAD B: 8,212 SF EL 4H -S T. PER A ON 1- . - ' Jurisdiction Approval: I OVERALL SITE PARKING NOTES MEDICAL OFFICE 21,000 SQ FT @ 3.9/1,000 82 MEDICAL OFFICE 11,115 SQ. FT.@ 3.9/1,000 43 MEDICAL OFFICE 8,212 SQ. FT.@ 3.9/1,000 32 TOTAL SPACES REQUIRED 157 PER LANCASTER ENGINEERING PARKING STUDY WE ARE REQUESTING 6.4%DECREASE IN PARKING EQUALING 147 REQUIRED TOTAL SPACES AVAILABLE 147 TOTAL SPACES INCLUDES: TYPICAL SPACES 110 COMPACT SPACES 18 ADA PARKING SPACES 11 VAN/CARPOOL PREFERENCE SPACES 8 LOADING BERTH 1 .- BIKE PARKING: MEDICAL OFFICE 21,000 SQ FT @ .4/1,000 8.4 TOTAL BIKE SPACES AVAILABLE 9 Sheet Title: SITE PLAN I . SITE PLAN (P) Sheet No.: A2.0 SCALE: 1"=20'-0" - 4. - - . ,', ,.., , ,• 1, !--L. 1 . . . . . . . . .-., ..,:: ..: ... ,121 ,f1,-- LIE N # _________ IAly 1 . . . .,. . ,- ., • .,. ... FH , lin ti. . , i L J L NM 11111111111111 4---- 1 • Esrfrefrottel I - " - el..*()"''1 ''•;:'‘.- '; ' r.1.-, Min , t VOIO 4 11 , , . , , , , , , I .7,4, ... t .,,,,,,,,,,,,,, ,, i I .":':':'.::_'-, :--,:''':,"';`.'..`,7-,,. ., , ,, , , .,_ ,....:, '.;'. 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Vilma 1 / 1 ql to 1 %11k1 1141LAN R e‘c-t ,....,NO .4)..7 '1II il . , , , .. ... 0. ,.••.. ., WO I g g IN' / ://: * .''"' *.'''.. I kill ! li li / o i Q. 7; C) 6 111 III: . s -- • -, ..........IIIINITIIIIIIIIIIIIIIIIIIIIIIIMIT I Ell ''') ...: ...I d o 22 di, Aili IraY L I I j .. ., . , z z << 1110 A22 o4e, , 4. e\,„. \ Er- SCOPE OF WORK SY ./„./ : .., .,. . . . , ... .. ,.. , 4." . .. emmi .. s...:'''' :'..a. :' ..'„:";.:......i:'..''' *.'.... .'..:' '....''.'• '' P 0> .....,--.... ,...: .---,,,,--„,-.--, ::-..--.-:„ ..2.--,..,:_-_ :-.---‘,-- .,,:.: ,, ...:,.. . . „. , ‘ ,. . , , . .... . „,,... . . .. .. , .:.•,,--,,:„,-,.. ,---.,: .;:,, :.,:..,,-,-;.. .-_,„., :,:„...-:.,_,,,,.. :-; .,-%,..::: =,..,.. ,._ ..,,:.,,,, %lie apj sil iin fig a..mi'awl ...i...1 <,, 0 / MI: 1 0 0 0 0 il.11 <Cf<2 • , •• • ,, ''' " ''.:`,'':.''":'," "". .'• ,...''; :I< ''''''`•.'.:••• ''.. .,..= ,,.. -, ,. . 1191 • I 0> As // - W.'s :''.•• I II (.3 „.mi, -,... / ' / /" / / / / // SS / / / . / / ' : ••••';':'•;:xj , . , ,' •••• II di IF I i 1 1 ANDERSON DABROWSK I , I 111111111111111 ARCH ITECTS // s // / ,/ /9 / 1 ,:-',-...:,•, A '41)6 1 L L C sf . ff eel° ark Typ.wo / / / Ilk .., / 7. Ii , v... .. 74 1 1 , cP" :-. ...,.. 1 • 1 , Ilk ij *i. • 1 ,.... i. ,, ...„ ,,, / ., TYP. 0 f/ 4 '1111147 i...<\ 12 ,-*. i .:,>1::1, 2.141.11,i ,.:. kill Portland Office: 1430 SE 3rd Ave, Ste 200 ;-::::11*--- - , Alc? 0 1114NIIISIOgt. Mil I - sulk Portland, OR 97214 T: (503) 239-7377 F: (503) 239-7327 GENERAL NEW SITE PLAN NOTES 03.01.06 fssi, /:sfs: //s../ff:ss/s/7/fFfy/://: _ii:lli: ::,i.,,::,...1421.,:,.i......",..:..:::,.:.'.1.,,,,:.1 1.: : „Is."' - 111 1. SURVEY INFORMATION REPRODUCED BY CIVIL ENGINEER. 11. ALL DIMENSIONS ARE TAKEN TO FACE OF STUD/CONCRETE OR EDGE OF PAVEMENT „ - . I '7)./f/) °0 - kil'4k111401. ,.... ,., 11 www.ADarchitects.corn UNLESS OTHERWISE NOTED. / // / / ..-,„.„.1 / 1 2. CONTRACTOR TO VERIFY SITE BOUNDARY PRIOR TO START OF WORK. z ,k C., 12. USE DIMENSIONAL INFORMATION GIVEN. DO NOT SCALE DRAWINGS. / ,--:-.-, .1: , ,/,,////^ cp \k\\> 1 ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY 3. SEPARATE SEWER CONNECTION PERMIT F,tEQUIRED. li // / ' ., 1"`. / AR AND ARE THE PROPERTY OF ANDERSON DABROWSKI 13. CONTRACTOR SHALL LAYOUT AND ADJUST AS REQUIRED FOR APPROVAL BY / / - f.:r = 41 ii111:41. SAIDCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF <.1 ,i, PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR .. 1114 ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION 4. DISPOSE OF STORM WATER PER APPROVAL BY CITY OF TIGARD. ARCHITECT PRIOR TO CONSTRUCTION. / 1 .,,, „, •*. .,, OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS _ , . . . PROHIBITED BY LAW. 5. UTILITY DATA ON DRAWING IS SCHEMATIC AND SHALL BE VERIFIED BY CONTRACTOR 14. CONTRACTOR SHALL VERIFY DIMENSIONS AND NOTIFY ARCHITECT OF ANY ///.> cP"9 igkiti I PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CALL UTILITIES PROTECTION DISCREPANCIES PRIOR TO CONSTRUCTION. 111 - Ill:, 1 SERVICE PRIOR TO CONSTRUCTION. / / . , I 14P RED ROCK CENTER 16. AT NEW CONCRETE,CONTRACTOR SHALL PROVIDE CONTROL JOINTS EVERY FOUR(4) • I -...2. ,..-' . .c BUILDING C 6. ALL DISCONNECTIONS MUST BE COORDINATED WITH THE OWNER AND UTILITY FEET AND EXPANSION JOINTS EVERY TWENTY(20)FEET IN BOTH DIRECTIONS UNLESS „ _ / \\I' I\ me - _...,.. gt.':14' ' .• SW 72ND AVE AT SW DARTMOUTH ST CONCERNED. CONTRACTOR SHALL TERMINATE SERVICE ACCORDING TO UTILITY OTHERWISE NOTED. SEE CIVIL DRAWINGS FOR MORE INFORMATION. </''9. 0° COMPANY SPECIFICATIONS. 0 TIGARD, OR 17. CONTRACTOR SHALL BLEND NEW PAVEMENT TO EXISTING GRADES AT LOCATIONS ,, / / .1 ...1, (1) 1116111AC/ 7. UTILITY SERVICE SHALL BE MAINTAINED AT ALL TIMES. WHERE EXISTING PAVEMENT ABUTS NEW PAVEMENT.PONDING AT JOINTS WILL NOT BE ACCEPTED. / 7 1...-':„.I. 8. DAMAGED UTILITIES SHALL BE REPAIRED WITH NO ADDITIONAL COST TO OWNER AND / 11 •.::' ;•,1 TO THE OWNER'S SATISFACTION. 18. WHERE PROPOSED GRADES MEET EXISTING GRADES,CONTRACTOR SHALL BLEND CONSTRUCTION DOCUMENTS GRADES TO PROVIDE A SMOOTH TRANSITION. Revisions: ,,, , . I 9. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SUBSURFACE •- / / : •:-.., ;.••. CONDITIONS PRIOR TO CONSTRUCTION. 19. AT ALL PHASE IV SITE WORK EDGES, SLOPE GRADE TO MEET EXISTING GRADE. SEE / I •'• -:. .• 0 CIVIL DRAWINGS FOR MORE INFORMATION. 10. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING ,,, / / , BASE INFORMATION SHOWN AND ACTUAL FIELD CONDITIONS. "' - L / / / I .. I 1 ,-. :1: 0 -II\ ..... . 11111%iiip / / // / , , b 0° IN' er) ( 64 '3 // `7 / , / ' T.,'':::, 0 Date: 05.09.16 J , lit Vk - / / s/ / ... ,, , ,- 1'•':`,.7::....-:-- -=' 00 a , , 41:411° :4 Scale: AS NOTED SITE PLAN NOTES / / . 0 I ..•., ,.„ .•.• •,• '•. _ Project No.: AD15154 .., ,,4 8 REMOVE EXISTING ASPHALT PAVING AND CURBS AS REQUIRED FOR NEW 0 PROVIDE AND INSTALL CARPOOLNANPOOL PARKING SIGN AND TEXT ON IFile Name: 15154A2.1 . DESIGN. BLEED ALL NEW AND EXISTING WORK TOGETHER TO LIKE NEW PARKING SPOT AT LOCATION SHOWN.SEE DETAILS FOR MORE INFORMATION. 1,*144# CONDITION. _,... ..... , - - - , Drawn By: MJW/RMB / 0 PROVIDE AND INSTALL NEW CONCRETE SIDEWALKS.AT NEW CONCRETE, 0 PROVIDE AND INSTALL"COMPACT"TEXT ON PARKING SPOT AT LOCATION SHOWN. / . . . Nom. 3"". /s:////. ., : ll : 44004„fiA 5 Checked By: JMA CONTRACTOR SHALL PROVIDE CONTROL JOINTS EVERY FOUR(4)FEET AND •.• ,- • - EXPANSION JOINTS EVERY TWENTY(20)FEET IN BOTH DIRECTIONS UNLESS (1) PROVIDE AND INSTALL BIKE RACKS AT LOCATIONS SHOWN. SEE DETAILS FOR '. . ' - - _ ___- OTHERWISE NOTED. SEE CIVIL DRAWINGS FOR MORE INFORMATION. MORE INFORMATION. / / Jurisdiction Approval: O PROVIDE AND INSTALL NEW CONCRETE CURBS AS INDICATED.SEE CIVIL PROVIDE AND INSTALL NEW LIGHT POLES AS INDICATED ON PLAN. SEE DESIGN / DRAWINGS FOR MORE INFORMATION. NOTE NOT SHOWN. BUILD ELECTRICAL DRAWINGS FOR MORE INFORMATION. e PROVIDE AND INSTALL CRUSHED GRAVEL MEANDERING PATH. SEE LANDSCAPE PROVIDE AND INSTALL TRANSFORMER ON CONCRETE PAD(PAD SIZE TO BE DETAILS FOR MORE INFORMATION. DETERMINED). SEE DESIGN BUILD ELECTRICAL DRAWINGS FOR MORE INFORMATION. 1 . PHASE IV A - SITE PLAN CDPROVIDE AND INSTALL WHEEL STOPS AT PARKING SPACES AT LOCATIONS SHOWN.SEE DETAILS FOR MORE INFORMATION. 0 PROVIDE AND INSTALL LOCK N LOAD RETAINING WALLS AT LOCATIONS SCALE: 1/16"= 1'-0" INDICATED. ALL WALLS TO BE ENGINEERED BY VENDOR. e PROVIDE AND INSTALL PARKING LOT TRAFFIC ARROWS. 0 PROVIDE AND INSTALL DECORATIVE GUARD RAILS AT LOCATIONS INDICATED. SEE DETAILS FOR MORE INFORMATION. O ADA RAMP AND SIDWALK WAS BUILT UNDER BUILDINGS A AND B SCOPE OF WORK. FIELD VERIFY RAMP AND SIDEWALK MATCHES NEW BUILDING PROVIDE AND INSTALL HANDRAILS AT LOCATIONS INDICATED. SEE DETAILS CONFIGURATION. IF THE RAMP AND/OR SIDEWALK DOES NOT MEET UP WITH 18 FOR MORE INFORMATION. BUILDING C DESIGN, REMOVE THE EXISTING AND RECONFIGURE TO MEET NEW DESIGN.SEE CIVIL DRAWINGS FOR MORE INFORMATION. 0 PROVIDE AND INSTALL NEW RETAINING WALL/SIGNAGE WALL. SEE DETAILS FOR MORE INFORMATION. S PROVIDE AND INSTALL NEW ADA RAMP AT LOCATION SHOWN. PROVIDE ADA TRUNCATED DOME PAVERS.SEE CIVIL DRAWINGS FOR MORE INFORMATION. 20 PROVIDE AND INSTALL NEW TRELLIS, RAISED PLANTER BEDS AND BENCHES. SEE DETAILS FOR MORE INFORMATION. 0 HANDICAP PARKING SIGNS ARE EXISTING. RELOCATE IF NECESSARY FOR NEW BUILDING CONFIGURATION. cp PROVIDE AND INSTALL NEW RAISED PLANTER BEDS. SEE DETAILS FOR MORE INFORMATION. O CARPOOLNANPOOL PARKING SIGNS ARE EXISTING RELOCATE IF NECESSARY FOR NEW BUILDING CONFIGURATION. 0 PROVIDE AND INSTALL NEW CEDAR FENCE. Sheet Title: PHASE IV A SITE PLAN Sheet No.: A2. 1 1'-4" / / 2" 1-0" PROVIDE AND INSTALL 10"HIGH X I A CAST CONCRETE CAP P--I 3/4"THICK CAST ALUMINUM 0 410 DIMENSIONAL LETTERS FASTENED 0 .., • • ,....4 z-8" .,. WITH CONCEALED STANDOFFS. 12'-8" _ / 1' Z I 4.4 I 11111 STONE VENEER, INSTALLED PER r CAST CONCRETE CAP — ri _ 1 E rij [1 1, 11 11 11 I_ 1 i 1 1 1 r_t 1 it i Ii L. i .I k MANUFACTURER'S INSTRUCTIONS I 1 I — CONCRETE FOOTING " = i_- : 19 / \ _ — - 4 CMU BLOCK co0) NI 1 1 —''' , 1 it — 1111 I SEE STRUCTURAL DRAWINGS I 11 1 L 1 [ [MN III [ I FOR MORE INFORMATION k) ZO CONCRETE FOOTING ro I I I I MO - 1 IIII.III _ • Cr) _____ mo— "1 r . ___ ._.............. — in r \ 1-___„--1 11 1-1----ii ' -. [ I f - r 1111 / // 7.\\\'' \<\\\` ‘ Illi I E--- ' \ \ WI ,..-:-_- " - 1 I ' i imimome . .... I... _..... - r all /// //V / --",Z..( \ \,, \ ., \ -Nsimwo•...... ....ii-----,, [ I t______L_J 1 1 El 1 - • \\/- ' \ /.< ......--, 'imiiimi i , Il F._.....r 1 ii { - \ \ • _ _ F f \ \ :.... . s', :, •\\\<\y'\, -zs .• \ \ , '/\' ''\c--.5, \ .s-.59')c../\ 4-4 \ \ \,,,,.//7 ,:/(s)._—:- , . 4 :. ; .. 4 . ? ,t4 2 .,.I:::,), / \ k i '. `; -, \..-e< / /:,,,, \ ' _ ._ _: __:_X-f."(„ f Ci\/ ,,,,N) P4 \ . W* 71 --X-f-)\/ \ \ \ k EN E \ I \ t_ _1 , \ \ 44s:Kmev3.2AbIDAFR;st 09 1 \ \ 2. SITE SIGNAGE ELEVATION 3. SITE SIGNAGE WALL \ \ \ \ \ N SCALE: 1/2"= 1.-0" SCALE: 1/2"= 1-0" ' ' ' . ' ' . Ole\'''" \ N ' ' "V- - ' s .' N. \ Ns 2'-8" ' i-,,e0; .: 11,7uNkt:11 '''' ',f-*. A \ '•:-. / / \ N 2" 2'4" .0 \ ..., -- // I '4 N --- N - -, CAST CONCRETE CAP 0F 0 N. AA... , 1- i ' I N -- -- • N. ' - __I IF- ..... .... ..... ... - I - --.._ STONE VENEER, INSTALLED PER . --- ....--- --- • --- , _ MANUFACTURER'S INSTRUCTION --- I - --. --..-- -- . "ii) - --. - - I CMU BLOCK - --1 1 L _ L 1 Lb SEE STRUCTURAL DRAWINGS FOR MORE - .''1r-- INFORMATION - I - CONCRETE FOOTING .., JL - ,..., \ ANDERSON 1 . RETAINING WALL / SITE SIGNAGE PLAN _ \„,,,, . / / y ,,, . , ..„- / / 7 I \,/;-,2/ ,<,>,'N„v/4x, / > / 7 //..\\/,,,,,..Th7\ / „\.1 DABROWSKI SCALE: 1/2"= 1-0" /// . \ / / \:/,:\<, -,,,,, 1;'/ \\1/ / /\ "‘:\ ARCHITECTS , ii_.......r........7r7.7 > /,,(y - /7\/./ , LLC 24'-0" 12'-0" 24'-0" / / / / 4 .. „ \/ /•-\”,\\\, .A. I •: - 3 1/2" _ v-,/ / . . . :- .,-...„ ,\, ,./ A\ , . ...,. , , N v /„../_.:„ ._, .,,,_„:‘,,,.:_r_ ,Jc„.,,,,,//2„,, ,s„, / \ S• ' \ ( / \\1(4 K.:)./ / x)cm..Y- / , ,-- -„:\ ,\\ .>/:-...\\ •',:/'<\r /,,, 1X/' STONE CAP STONE CAP RAISED PLANTER AREA - Portland Office: ze) — RAISED PLANTER AREA 4. Sif-e 'eldi\iAd /g)ii._/A\ \f\E141430 SE 3rd Ave, Ste 200 — TRELLIS POSTS Portland, OR 97214 2? \ — _ .1.-- is ir it, • E) SCALE: 1/2"= 1-0" T: (503) 239-7377 i-o Ei. rx) __– -- CONCRETE SEAT F: (503) 239-7327 -- \ \ Co ..••• •0•••••• .....M...m.... .1 \ ''' ' .9.2 11'-3 1/2" .2 www.ADarchitects.com •9 SIM. / A '4( ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND 48 • .2 PLANS SET FORTH ON THESE SHEETS ARE OWNED BY AND ARE THE PROPERTY OF ANDERSON DABROWSKI ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR 5. PLANTER PLAN 6. PLANTER PLAN WITH TRELLIS ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. SCALE: 1/2"= 1-0" SCALE: 1/2"= 1-0" RED ROCK CENTER BUILDING C SW 72ND AVE AT SW DARTMOUTH ST TIGARD,OR • / 15'-4" CONSTRUCTION DOCUMENTS 5'-0" Revisions: / 1 1 EQ EQ 4, EQ 4, EC1 4, EQ EQ EQ EQ EQ EQ 3'.-0"1 / / / A o 2X6 PRESSURE i....._________________..., j ii o n ii n [I n n / Date: 7 05.09.16 1 t __ 1 1111111111.111 2X6 PRESSURE TREATED \ / Scale: AS NOTED - TREATED BEAM • • BEAM 2x10 PRESSURE 2x10 PRESSURE TREATED TREATED BEAM 3'-9" Project Na.: AD15154 / BEAM File Name: 13108A2.2 6x6 PRESSURE 6x6 PRESSURE TREATED POST TREATED POST Drawn By: MJW/RMB Checked By: JMA k. ro 1'-0" Jurisdiction Approval: / / 3'-6" 5'-0" 12'-0" 24'-0" / / / / 9 1/2" 9 1/2" 9 1/2" 9 1/2" 9 1/2" 9 1/2" k) / Y / / / / / / ZD STONE CAP / / / / ,,2" /o 2" STONE VENEER allifts....--_. 7 r 1 ,------'' STONE CAP STONE CAP • STONE CAP • 0 CV 171114p b ___J 1 , ... i i WAI LAWKOM X X X X X X X X X X C A, in MIMI - i • . • I 1 CMU PLANTER STONE VENEER Ei' _ .JIIIIMI4 'N'""........1'*••••••••e"""...1 - '""""--......, STONE VENEER - 13 CONCRETE SEAT , 1 CONCRETE SEAT I • 04 — 1-8" - — - , • 1 ' all — F . ___.. : ...__ __. '19 ....."'"----DECORATIVE GUARD RAIL l'.--z-----7-7—r- --- -- DECORATIVE GUARD RAIL ----.------c- I-- , I 1 iij \Z.1 - Mil — ..__ I - 'N‘ ' -"••••.., CMU PLANTER WALL r m.....i -•••• CMU PLANTER WALL 1_ ________ —: I _ — ..t? . . .. — _..., t i N .. WATERPROOFING Z•NIZI - WATERPROOFING „ I I I__L___1 1- c)si I [ w .. 21/2 __ 1I 1 1 --1 - I - i I - : I I - CONCRETE FOOTING = a /---- CONCRETE FOOTING 'c - 1 I - - 0 ---1 I "1 I ii 1 F-1 1 ...._. /, —5'4"-- -Th'rr'› _li ___I -4. c — • • ' i I 1 . A A.' \ I I FI- .i...... -- I: / 1" '-'\C..).11111 17- I .- 5-r' ' iirc-.!-- : • A - . --,--- - - ., . 1 or I . _ cnac.,-- . c2._. _ - - ''---2 i ,(-- ), -(----/-- , . _ 1 7.-7r -----t --:r,7- --,?-7y/-/-v,-/-R-z--)b I F-77-77 II I il1 I I I I I' ' ' I ' ' ' I .......... \ I _ -7-1--47c.17i/ gD... ' La., , : - , , 1 I I I LOCK N LOAD WALL SYSTEM , 0 rn-l_ , ,-----: -- -...-f-,_, ,, N I --7-7-1 -- - ......--- H I ___.. 1H H ___I I ___ I I ...._11 I I I I____ ____I I —I I T --1Li II 1 i1 -Illi - .1.-- --- ..... / / 1 I I ELEVATION SECTION 1 1 II III I i 1 I I 1 1 I I I I I I I 1 ;--7 I I , -I 1111111111111111 1 Sheet Title: SITE DETAILS 7. PLANTER SECTION/ELEVATION 8. PLANTER/BENCH SECTION 9. PLANTER SECTION Sheet No.: A2,2 SCAI F. 1/2"= 1-0" SCAI F- 1/2"=1-0" SCA! F: 1/2"= 1-0" , ... ,.. cl a „, „ , „ , ,,. , , , , „ - , , „ , , vi ,i;, CI v c _ C7v v v 9 c v v , - V V •C 1 V C C V V CI V C V V V C v 4"CONCRETE SLAB v re -,7 v v . a 1 v •.;:l..., a a S v se4 "il V , 1 V C7 v c V C S 5, c V V V '-'7 C V C 7 V V V CI C , . .......... V V V V Eo .C•4 'i7 V 'cl V v V .q . 0,..- *a v cf a a * va vc . v v v a a v a a .q v .q * i• * ) v a a rn a 'a ci v v 44 a v a a , v a a 1 . V \c•-•' v V v c V 'cl c sJ V . V V v V V '4 V v <4 V v V V v V '.j• <4 V '•:4' c V V <4 'Si V'l c V _ v c V •s' v 41Mini ' V • V V N --„C 3 , ass 1,1 , • „ , , , v 8.‘ , „ v ‘-, 4'4, 3241 V V JON M. AND RSON vc! to a v v *.:7 a a -...„, , ' • 1 ., , v v a a v vtir„ --t' • 61;t9 1. S v a V-0" 2'-0" v 21--6" 2.-0" N -i 'RAND. _ ..., / / / v / vA v v v Er) •ci a v v v • \ C , - OF CO' GAS V V METERS v a v v 3'-6" *9 T-60 2'-0" GAS METER a v * 3 v a ‘ • g v a - b v i v av ci SCREEN FENCE a v V VN "3 V --'. WITH GATE v i0 _ a .„ a v / 4'- " / - a h. • ,ci, 10 • .37 v a K v v a a v. v ANDERSON 1 . BIKE RACK PLAN 2. RAILING PLAN / GAS METER SCREEN r, , .c ', , DABROWSKI SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" v a -' , ARCHITECTS „ \ .1. !---1" ----\ i m.uoNuTNcToiN:BIKE RACK: v L L C 2'-6" 2'-0" MOUNT v ‘`' / / • - *1 7- • ir FINISH : POWDER COAT, RAL-8014 BRONZE N 4i ifNN 1-1/2"PREFABRICATED Nk I, IN 1-1/2"PREFABRICATED MATERIAL: 2"SCHEDULE 40 PIPE 74 HANDRAIL, PAINTED HANDRAIL, PAINTED \ k' 1'-6" I CONCRETE STAIR • N _ CONCRETE STAIR 1 CI / / // 3. BIKE RACK PLAN/ RAILING PLAN i., • i z,, I SCALE: 1/2"= 11-0" *\ r, Zal •iNiZNI1 4- \ Q CONCRETE SIDEWALK m isl /FL -1 4 la CONCRETE SIDEWALK Zn BIKE RACK Portland Office: 1430 SE 3rd Ave, Ste 200 \ \ p. \ f\:7 1 z ,, 2 FLANGE COVER Portland, OR 97214 zi) AIDA r----V1 1 J . . SIDEWALK T: (501 239-7377 I F: (503 239-7327 N , I if zi I -1 • -i- * C.. , k--.0, ,, 0 qd b ),.__„ 4 ',--'1, C-2( ), ma , , 12" /I, "-g- . I 1 A ---\?---- 'illt --- I I .1 ": / ---;,... ,_ 1 p 0 41/R,- _ 1 ii . \---c-,)',-- \ \ - /.\„L;S:',1_, '''-,', *,-,*....grii),,,,,f0(7,12) 1/\ www.ADarchitects.corn ,,,t. ,,„.."- , , \ \ ,re-y/-f..-'----r\\// , /// -..'‘ 3 -45'/\ // \ ' .C\37'.r‘:N/i/7\ 4 4,/// /7' / / \ \\,,, , \i/ ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND PLANS SET FORTH ON THESE SHEETS ARE OWNED BY - 12" \\ ' , -, AND ARE THE PROPERTY OF ANDERSON DABROWSKI / '6"/ ///\//\/../\\*\ / -\ ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR \\.\/ \ \/K\ "/<:\ /.\\// \\' \/ \ ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION 4. STAIR SECTION 5. STAIR SECTION 6. BICYCLE RACK OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. SCALE: 3/4"= I-0" SCALE: 3/4"= I-0" SCALE: 3/4"= I-0" 2 X 6 CEDARCAP 1 it RED ROCK CENTER N • i 2 X 6 PT WOOD CAP. PAINT TO MATCH IRON BUILDING C PORCELAIN ENAMELED STEEL 17" FIELD VERIFY DESIGN MATCHES 1 X 4 CEDAR TONGUE AND 1 I GRAY. SW 72ND AVE AT SW DARTMOUTH ST REFLECTORIZED SIGN BEADED BOTTOM OF LOWEST SIGNAGE EXISTING CONDITIONS. NOTIFY GROOVE,BOTH SIDES 1 i `` GAS METER TIGARD, OR OR EQ. TO BE 7'-0"(±3")ABOVE GROUND ARCHITECT IF IT DOES NOT. ow-- STAINLESS STEEL FASTENERS. VAN/ LINE(POST MOUNTED SIGNAGE) .1 I WOOD LAP SIDING. PAINT RON GRAY ON ALL SIDES k, I CARPOOL WITHIN THE PEDESTRIAN 6-0"IVIAX 4"MAX 2"0 ROUND -* PARKING PATHWAY. BOTTOM OF LOWEST 71 A //ZOF WALL-MITER STEEL TUBE - 1"HIGH MIN.WHITE LETTERS ON *NLY SIGNAGE TO BE 5'-0"MINIMUM ; i ALL CORNERS. CONSTRUCTION DOCUMENTS BLUE BACKGROUND VARIES di0, FOR ALL SIGNAGE(POST OR & 1 4"0 DECORATIVE C. FIELD VERIFY DIMENSION VERIFY CORRECT VERBIAGE) BUILDING MOUNTED)NOT WITHIN THEAi_TACHSPEDESTRIANIGNAGE TOFPATHWAY.3OSTOR BUILDING ELEVATION WITH APPROVED HARDWARE AS REQUIRED BY AHJ . CIRCLES 2"SQUARE STEEL TUBE 1/2"SQUARE STEEL k' iD rxi)r- !"------------,.._2 X 6 CEDAR FRAMING 4 X 4 CEDAR POST . I --r - --TI ; i I ',::: . i 1 I I 3'-0"CLR WILLG COVER INSTALLED 2AS METER BOTTOM X 4 PT WOOD TOP, AND @24"O.C. 4 X 4 PT WOOD POSTS AT Revisions: .z(z X) DCX X X XXXX Ya X.. ' e . . . . A. , .44.. A rx).4 1 1/4"GALV. SCHD.40 STL. ,-/---1 .1" TUBE I g....<(9COR/CORNERS S AN, ID1:GATE POURED IN PLACE05.09.16 --... ,,,._ AT EQUAL SPACING • Z‘i \\ • - il li I --;- 0- C NCRETE FOOTING 1"CONC.WASH - r--*- - GRADE Ili 2"SQUARE STEEL d A . - , 4 , I_ _____ _ __I 4 I 1- I -- • I- 1 r- TUBE ..,.. 7-- POURED IN PLACE CONCRETE Scale: AS NOTED FOOTING Date: 8"DIA. CONC. FOOTING I i..,",'"''''' .,"""T-i..•' ..",_... . I I I - . 1 , _ , --N CONCRETE CAP N'1? - 4 - Li' • ;-. N's , ••,i t No.: AD15154 _ File Name: 13108A2.2 k. :I I I I - H , .._.... ....._._ il _ _ ii_To LOCK+LOAD SYSTEM, ,..• . I // .4 . .,,' . M / \ 411 • kit / \, <A, ZO\ </<C ZNI - I 4I1 I NOTES: ... _ INSTALLED PER MANUFACTURER'S \ \ ,.•-\ii ' _ ' _ .7" \ \ ' \ ' /\/\1/ \-/ - '1"• * VW' "••• • ' / 4/ /i ' ' ,, ' / Drawn By: MJW/RMB I ___ _I 1. SIGN TO BE PER LOCAL 1 _ I____ I- T__-- \•'\:',"4 0 4111(04 $.114 0. OS /.\,.\<:\ •„,. /\, 'I'I-0"\,\\/'' /,' /\<//,\,•, • , 1.----\ LI A ''' --7....\ JURISDICTION REQUIREMENTS. I - INSTRUCTIONS I I- / /•-n --)t *'.-'1'.-.141. ---• 77 r•e.,, VERIFY SIZE,SHAPE&VERBAGE. , \/,./.\\//\ ,•••/2\ ///'..\ \ \,/ /7: \\\" /2, " ', I -I I-- i- 1- V-0" / / / /\(// / /.,/ / /, /.,•/, / 7/\/ // X' / /1/. / / Jurisdiction Approval: 7. CARPOOL SIGN DETAIL 8. DECORATIVE GUARD RAIL 9. CEDAR FENCE SECTION 10. UTILITY SCREEN WALL SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" SEE CIVIL DRAWINGS FOR 11" 1" MORE INFORMATION ON CURB ASPHALTIC PAVING \ PREFABRICATED CONCRETE 1/2"RADIUS,TYP. ti WHEEL STOP <0 2'-O" .4. a / / 12" 1/8" i0 . 4 U < 4 41 < 4 `1 < I 4 41 4 < 41. et I I 0 - .4 A , < A /1 < A U • ,.1 4 Z < 4 < 41 < -'`?'''' 'Thr-------' ---y--3---r.'2‘-_,7-7:---;c>''''''(';/'-''' ':-S-c,'----'-'/---- -2,'--•-•-:/-:--; • , IDe „ _ UcU\ c ; 1Cc .i.<, 0 0 _ iie A 0 4 < Sheet Title: ,\ • ` 4 cl4 4 4 SITE DETAILS 7----\z-{---N9-----y-----)9--yz---)-,-, ,7---„z----,?---„(------vc / /s/ ..//----' \ / (/ < 4 _ „---,-/--------Nr„,-7,-----\, ...-„,-7--------„,r.,,,,,,fi----\,,_A- \ \ / \ \ \ \ .< _ 11 . CONCRETE WHEEL STOP 12. TYPICAL CONCRETE STAIR TREAD Sheet No.: A2 .3 SCALE: 1 1/2"= I-0" SCALE: 3"= V-0" , i 1 (0 ., co w GENERAL CONDITIONSRED ROCK CENTER . , , _ \ \ N O O Q 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM - 991447."'TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, CASE FLEE. PDR 2008 00003 FHWA, 1988 ED. TAX LOT: E8101 AB - 300 & 3100 0 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE - CITY'S STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) NW % OF THE NE YA OF TAX MAP SEC. 1 T2S R1W WMAPPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN 4 II , f , r. SW BAYLOR ST o c2 SHALL BE AVAILABLE AT THE WORK AREA. WASHINGTON COUNTY OREGON N Q v 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST o m OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS SW CLINTON ST RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO Io oo w AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TOz z o TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. SW D SW DARTMOUTH ST ARTMouTH ST SITE ___ ,� a a N 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL CITY OF TIGARD W ........ W w z MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE -' w CONSTRUCTION AREA 72 HOURS {MIN.} BEFORE INITIATION OF CONSTRUCTION WORK. fx .�. _ � j WASHINGTON COUNTY t o • 5 _ � .... � �3 OREGON .-.----.--„ • £ I 4 0 o cn � ,.,..,,,,,,,::::,,i.„,,,, . i E SW ELMHURST ST O O Y 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL ' FE s -I 0 C� M ref L.L. w DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE w r ' _ _ UNTIL EFFECTIVE ACCESS IS ESTABLISHED ¢ il _ c _ Z :. :. { •t: .-:$................................................................."j L II s~ ,< . 3 217 > a > Z Z Y 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF z , a CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 3 _ s. 8= t',0 -:-Y,:::::::'210;,::1 '"Et.,-;,:zt4 7. NO WORK WILL BE PERMI I ILD DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 P.M. Mn _ =5 m A' N c w < < < TO 7:00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO 8:00 A.M. SATURDAY, , , � , , - ,_,r„ .'gi � tn :,,..-?::) ,:,. ..Mi:,:;nWr eir,.....„._ .,-""7„,,,tr..,,,.,..i,„:: ..„........„,.. ,. „, „.., I.]:,:::M.1,:' 1 i = ,/ NOR BETWEEN 9:00 P.M. TO 9:00 A.M. SUNDAY. , ,f � h � € t I SW BEVELAND ST \C C >- 1 € E 1„ ics /.....:,.: :.., ::::::::::::;:i : ,..,:. ;t1":: 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO - 1 I _ 7 1 ~ ii, '' BE PROVIDED FOR. tal /..,:>-::;,:44,..4w°' I i ir r4 u) � � " ' SW HAMPTON ST rn• Cn 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS t: F x NOT TO SCALE o u, ' �' MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. • ,. .' ,=„ „�.,.; �� ��" `i' `-' ' G ;.. , 1 g.)- 'er '"*`//' ! ' fes;,, VICINITY MAP c � oN 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE I T2 E CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, (#639-4171) TO ESTABLISH A PLACE, TIME, ' t N.T.S. . o N , O AND DATE FOR A PRE-CONSTRUCTION MEETING. , c . -8 cu r,, r3 enY 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT I I `, '1: c . a) v) Lc) --, co =a c� ccs - RS 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) .` • E I I PROJECT TEAM J 0 HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPLETING ' WORK COVERED BY THE PERMIT. Ffi �f 8 s5: � �`�` OWNER DEVELOPER CIVIL ENGINEER c...0-`) P 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL SW ELMHURST ST , ,.4_ , •• 4r ' DOUG FRY PACE ENGINEERS, INC. _,-, GINEFR�'cv WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE - - - - : � °� 23077 SW NEWLAND RD 5000 MEADOWS ROAD, SUITE 345 �� ta,75s CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S ,' WILSONVILLE, OR 97070 LAKE OSWEGO, OR 97035 STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY ANDREW REITER, PE, PLS o OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. 9 OREGON qg andyrOpaceengrs.com 7 le/ ''' �� 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE SITE MAP PH 503-597-32222 24,4 A . R��� PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A SCALE 1 =100 PROJECT LEGEND FX 503-597-7655 CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT EXPIRES: 12/31/2016 HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 0 SURVEYOR�/ 0 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY - - CENTER LINES R I 0 ri KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE GENERAL C 0 N D I T I 0 N S CONT. PROPERTY LINES G&L LAND SURVEYING, DATE SEPT. 22, 1999 > FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER RIGHT-OF-WAY LINES LODESTAR SURVEYING, DATE OCT. 1, 2007 o IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. 25. THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR - - - - LOT LINES PACE ENGINEERS, DATE APRIL 24, 2013 REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO DITCH LINE 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH -' ' ' ' -" ' ' ' ---� " ' ' FLOW LINE ,:5 AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS' EXPENSE. "' WATER LINE ,,..�, I CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. ss SANITARY SEWER LINE Sheet List W2 I 04 cz 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND so STORM DRAIN LINE = H coo m 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION u GAS LINE Sheet # Sheet Title w I GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. UNDERGROUND POWER LINES �'' W MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND UT UNDERGROUND TELEPHONE LINES C1.0 COVER SHEET (ON-SITE) w ZZ vi AND MATERIAL. UTMCl1 EXISTING CONDITIONS & DEMO w 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. UNDERGROUND CABLE TV LINES -- O �..' = hi REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE. P OVERHEAD POWER LINES U cn x 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE OHL OVERHEAD UTILITY LINES -- C2.0 CIVIL SITE PLAN WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND -0 0 0 0 -o o - CHAIN LINK FENCE z I PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT C3.1 GRADING PLAN (CONTOURS) c° ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE FINAL LIFT OF ASPHALT HAS BEEN PLACED. -X X X X-X X- WIRE FENCE U.1 CO DRAINAGE CONTROL. - n WOOD FENCE C3.2 GRADING PLAN (SPOT ELEVATIONS) 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND ® STORM MANHOLE C4.1 ON-SITE UTILITY PLAN z x 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571; EXCAVATOR(S) SHALL 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO j RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN C5.1 DETAILS(1) o NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN.) PRIOR ATO START OF SD EXISTING STORM LINE WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN C5.2 DETAILS (2) WRITING, OF ANY/ALL ASSIGNMENT CHANGES. ABBREVIATIONS DETAILS 0 Cl- 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND C5.3 o HORIZONTAL LOCATION PRIOR TO START OF WORK POTHOLE BEFORE DIGGING IF NECESSARY 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, (3) o SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT } IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED AC ASPHALT CEMENT EVCS END VERTICAL CURVE STA P/L PROPERTY LINE C6.0 1200C COVER SHEET (ON-SITE} W • w COMPETENT PERSON RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. AGGR AGGREGATE EXTG EXISTING PSI POUNDS PER SQUARE INCH SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE C6. I GRADING & EROSION CONTROL MEASURES �- Z 5 I 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL APPROX APPROXIMATELY EX EXISTING PT POINT OF TANGENCY m x CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK Z NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. BCR BEGIN CURB RETURN EXIST EXISTING PVI POINT OF VERTICAL INTERSECTION C6.2 EROSION CONTROL DETAILS (1) W .> 0 WITH AFFECTED UTILITY AGENCIES. BVCE BEGIN VERTICAL CURVE ELEV • w EYE EYEBROW PUB PUBLIC U LU w ¢ 31, IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER BW BOTTOM OF WALL Fl FIELD INLET RED REDUCER C6.3 EROSION CONTROL DETAILS (2) Ct ten m 20. A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL BE BVCS BEGIN VERTICAL CURVE STA FG FINISH GRADE RET RETAINING WALL Y E 0 PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF _ > ' RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. CDS CUL DE SAC F/L FLOW UNE RD ROAD IL ON SITE OR OFF-SITE SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS G/A GUY ANCHOR RT RIGHT o CL CENTERLINE Q Ci Cf) HOLDER IS RESPONSIBLE FOR AND !S LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. COMB COMBINATION GUT GUI ILR SAN SANITARY SEWER 0 I THE PROSECUTION OF THE WORK. d o 0 CONC CONCRETE ST SIR STREET CC a. � I DI DUCTILE IRON PIPE HORZ HORIZONTAL / C� o ,°n 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES 32. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND IE INVERT ELEVATION STA STATION P w 00 HAVE THE CITY COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. DRAIN DRAINAGE LAT LATERAL STD STANDARD i11 ce �, (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO DRWY DRIVEWAY STM STORM W OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK DSGN DESIGN LT LEFT >- I INSPECTION. AN DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. MAX MAXIMUM S/W SIDEWALK CC I cc Li_ x AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS ECR END CURB RETURN MH MANHOLE TC TOP OF CURB EXPENSE. o Q EG EXISTING GRADE• SEWER & STORM: CITY OF TIGARD MIN MINIMUM TEMP TEMPORARY <t ELEV ELEVATION TOC TOP OF CURB 0,1 Q m 22. ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY • EROSION CONTROL: CLEAN WATER SERVICES (CWS) NEOP .T.S. NOT TO SCALE I ¢ S REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY • STREETS: CITY OF TIGARD ESM EASE PAV PAVEMENT TW TOP OF WALL BAR IS ONE INCH ON PLOT DATE: �_ IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE WATER• TUALATIN VALLEY WATER DISTRICT 503 642-1511 ESMT EASEMENT PC POINT OF CURVATURE TYP TYPICAL ORIGINAL DRAWING NQQwCJ PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS ( ) EVCE END VERTICAL CURVE ELEV PED PEDESTRIAN VERT VERTICAL o 1' 5/10/16 o.-.-E- I FIRE PROTECTION: TUALATIN VALLEY FIRE & RESCUE SUPPORT DESIGNED BY: CHECKED BY: m wc.a CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). co'-owl SERVICES (503) 642-0396 i� 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF BLUELINE • NATURAL GAS: NORTHWEST NATURAL (503) 226-4211 = AAR BDL c>,.--,--0,-i REQUIRED ITBY THEECITY FOR REVIEW AND APPROVAL PRIOR SANITARY O CONNECTIONSYSTEMS) ANYMAY BE EXISTING UTIUTY MONUMENTS AND BENCHMARK APPROXIMATE NLYO ANDOADDITIONS NAL UTILITIES ON TFIE RMAYNEXISTGS RE JOB NUM 1g8C}2 a.uDin<cx BUILDINGS TO THE SEWER SYSTEM. CITY OF TIGARD, BENCHMARK NO. 167 ELEVATION = 221.84 FEET 2-1 2" BRASS DISC IN CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH i Gi�.ii�.6.1,„--� / = DWG NAME: a �ZI� 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON THE WEST CURB OF S.W. 72ND AVENUE AT THE WESTERLY EXTENSION OF THE NORTH CURB LINE ORS 952-001-0010 THROUGH 952-001-0090 PRIOR TO CONSTRUCTION. 16802 - C1.0 COVER Z OF S.W. HAMPTON STREET. (ONE CALL 811 OR 800-332-2344) Know what's below. w>oow A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT - Call before you dig. SHEET Cl •p -1< __Tow NOTE # 5.) Lima=x LUi I- C WATER NOTES 0 6" DI FDC TO RISER AT DRIVEWAY ENTRANCE END MARKED W/2x4 Z 6" DI PIPE FIRE SERVICE 0 (.7) 2 END MARKED W/2X4 5 w 2" PVC SCH 80 PIPE cc C) END MARKED W/2X4 SANITARY SEWER NOTES 10 SANITARY LATERAL: I.E. = 231.38' (6" PVC) C) SANITARY MANHOLE: . M RIM ELEV. = 234.51 I.E. IN S = 230.50' (6" PVC) .- v) • . • ; , , .f i i r / i i j i; / i I i 1 I I.E. OUT N = 228.99' (6" C900) ,..i. ; , , i „, ., / ../ i / ./ 1 s i i f ,1 ,1 1 ,.' ? I ,, / i s ; i. i• 1 ; ,, / / e / 1 i I i' -' /. , I I I : 1 / 1 / 1 I / 1 / i 1 I 1 / 1 I / 1 1 3' i I 1 / >, 1. / / / / : / iI i / i ./. ; / 1 ,' / ? i I i 141 a> i LC) ( I • OS / / i 1 i ,' ./ ,, i >, '., '. .. '', "... ',, ',, \ \ -„ 'i •< k \ \ \ ; \ 1. ',.. ,, -.• ' Lo to = ., . -ct- r•-• -- . , . .... 1,.,. , , , • \ k e ‘, ; , 3, 1 ',, ...t., , ,,, •• ; • ... ; t„ \ •••, \ ‘ \ 1 ‘ t •••• \ •,.. , . , • • . ' ''' ' \ \ \ ' ‘ ''..• \ ' \ ' ',. ' '• % ''', ; ' ‘ ',. ' '-- ‘, k '• • "„, '., 1. \ \ • ' . , . • ; ; , t. ., ,, - i 1 t , , . • , , - s, , i; '.., ••• \ • • 1 , • • ; „, , •:; i \ ‘„ ''' ,.... \ , \ ;.i ;,, \ ,k •,. t \ ‘ ,.., , , • . , • / -- !, !tr,N. calc: STORM SEWER NOTES „.„ . ' ' \ \ ,, s, ,, ,.. -,, ', - 8 co co ,ce) -E , cz) - c . , . -111- ,,,?„',-;..-_-'!•';',•"':;,",:-:•,.•••••:::::::, . . --„,,,....,..„,.. .,,,,....i,,,,.4.,„...._.;,„„-,,,,x,,,,:: ::- k, ,•,:.:A „,........ ... . El STORM MANHOLE: ...,_ .- 60' DIA MH . / / / ; . ,„,„-.:. t2 /N.' .4"....._ 1:1-- co '-'- _ Em 0., 0 c,404 T2 E FLOW CONTROL ,,,....r.f. ,i-Z-. .?,.4.'". '.!•-•-•.!,"- '-•::'-'•'•.;;:.:4,.-----'-------"kt,:ZIZI"."'1••;'1'./ask ; ',TMTF :i07,7,7",,-r"::::1:'''..I.',';'•=;"••:i':•Miti•:-iii,•,ii,i,IrHI,i 11,:/,_>_ \,P= - RIM = 234.60' •- . . • _ ,• . . ..„_ .. --- • - '7'''''' 18: '''. .,•-..,-4-4.4.::t:'1'I::: IIII:t..:::,..J.„tr,„:.1:::: ::::::.........................H,„,.:,..,....„..,, _,,.. : , ti. ..iu,.„ ,,. .......... iam,..E;i„ii;. :... .......6:,/,. 2 o cn 02, t).' c•-?, „'•.:] ..1H,,:•• rItt,tt,H-i, ---, •.:. ,.'''••;,•:4-JEI: .;•: '''''4::::-..:;]•,..:::: 'n•'-:/!":• I'' &-,,, t. . .F. , .,_ co . . „ „:,;•„,„,,... •• , • ....„,. •:,,, .„...,•:::•-,,:,.„::::,„,:,:„.„ ...„-.,.. ,•. . I.E. IN 12"(E) = 225.05' ii f:, .„,...i,,,,, 'i,,.,•..."„. ,,.. : , , r,,,..::ii.,;•1..Nr• ::..I. BUI8L2D121sNQGFTB- :4•4.41....„.„:,.;".t.::-_1rE!••!ligiAlikl:INIIIiig...,.:,7.iW IOWA in k t,•'.' I 8 ui ii I..1.35 IsN1GFT A t; 1- k -....••.••,,..„.„„..„,.:,:.,. , ... , . I.E. IN 4" (N) = 228.00' VENT - • . .• . . . • - -- • • q] .,,,:'. ",--',..,:s MEDICAL OFFIC'E-8,212 itrit'1 :I*1'.1ti:I .Li.-1:,$?el'.71.;Ii.1:.!II11,II'IIIII:::-IIIi:I''.-".."..:.:::::-,:,-x:, I:"./1'1I,I,IIIIIII--.--....:,,-IIIIII , . i MEDICAL `^I :1 S II (ID a> c) = a) 1. OFFICE-11,115 l'I, . . .,..... .. z I.E. IN 6" (NE) = 225.05' PERF -..-- - - :-• ....... -,.:-.,::-.,,,.>„ •-, -„, :-,•.•: :.,:, ::: ,- , ,,,,,, .,•.::.-„,.,.:., • .. 1---- ''.;,,,,r';..'"-r.'••••.•'..'•;;.•...'.'•'.'•.•'..-'. II!":„',5,;;.q g."..,:l ,•••• ' ,.„, ,.:„{m„ -,; :',.,,-,tu..;•:""k•,4,,•". -':::,:::,::::::-:::::::::":::":"",,,,,,,,,,•:,:--, ' 4 :3 I.E. OUT 12"= 224.85' .-7. . • • -•••••••••- •: , • • • • :- !'.:•: :!'i-Iii!•:::.•':'-i'.1 f, k i ft.I.,Linik-111,,,,;::: 111111111A11131 '-iiid.fIli-411I-I:I: h•'""••:•-4,.,- --cz.--.....,-,A I „:„..„,--.,...:.„:„.-..-,.:,:.:-„.::: ,. ,.• ‘ ,I,::::i4, 4,....,.i -:.....i ,- ..-4,,,,,:,!G,;,.!,4,4!,-,.,.,i,,-,,--• '-. ';, 0 STORM MANHOLE: ;.•. •., ,•, , .•,.....•,•,•..".......•; I,;:' ,1,i::.•:::::i4•'r,-------------"ril:..i:r!::,1.;,.:•iwkillitli.itifl iTIR:4::::::.1:1 i tig,EI,J1.:1,4i,1?f,. .t4.,--:$r,,,,,!_ - ,s1,4;;;;--.74„,,.,,„,.,„,.,:.:.,.,:_,,,,,„.„,„,:, 77. 117,a:!::!.,1,! , . 48" DIA MH W/ 4' DEEP SUMP 1, :IDEEID. RESTRiCil f a i 1, - iill- :.:;.:2,1! 4:: '': -,03T.A..,..11.it----,:!-:.-.1 -,,.,4,-,...1.414.-. li.L'-:;--,:.,--:T..:- E--,E,.,,,,,.,.,.,,,,,-,,.,.,-,,--,-,-,,,i::,,ili„,..i!,.,.-.,,,..,.,.,.-,:-.,.. ,,,,,ILL:1-.J.,.,.,.Ni4,1,..J.„..,..., , '..4.- -.2,..,.. . ..-.„ t,p,r,.., ,, ;,....,,z.. .:1-11 .17:::v2, .11 FII,A.,!,.1,.....t:- ,,../, , ..,1 11, ,1,:',,,.,iiii..ii.....ii,i4 -1.,':g,:r-r-ivirp,',,!..1'..,,..J, ......,,,,,, ,,,,,,,,,,,/,,,,....,,-.,-...........,,,,, ,,,,,,,,,,I,,,,,,,,,,,,.1 • ,,,,,,;.:,,,,,,,,,,,,,,,,,,,,,t,:.,,,,,,,,,,H,,,, ,.! ,. , RIM = 234.90' - ,,40 PER::: '''": .1 "•::::'''''4:'''.1:.-::::-1' 't.''''""f"""":"''''0.:'.::r'.4.,*,''''',',""""•i••.:::::'•.-.:.,],,i':]. . ..I,•-••-].:m+g r.-:i,:/:*1----:::::-: • -wi:]:i:],:i:i :::•=E.:-.i-i'-,,].-:-, 3 ; :43.A 133ME) Ri,-.4,7."773,I .: .1i: ••,•1 ;:k,„"II Il.ik:•,b`,.4.':',Iii'i,""i:1•:/'4 i'l-PC:R ",..,I ,.:'] •il•Ot: !:''',4":• '''']-: / •Ii',•;YV:l'illt-V,c..?-1••-g:-•:, 1 , ' -•-:':::!• : i:-NI:-'I•: -:i 0 - MAIL BOX LINES 'SV"'j- / ,c? ....‘G1 NE4- () .. I.E OUT 12" (N) = 225.75' . .. . .... . . ....,....:...... • - • - •• • '. . • ' ' .• .• • , •• I '''' '''''''I:• ' ';1;1•":.•i:'"''• 4 -1'''"'"11 ''"" -":--:;:::::-.--141 -::-1 ‘"7:Iii,'JI:,-14-----,,I,-:. --. .,..::: ::.„ • -.....:,,.. .,,,,,:,.. ..,-,,,:,:i., . ... _Tv - UNDERGROUND TELEVISION ''':'''.;:*.1 ' ''''''''''' ' '''''':' ''''''''''.. ''.. ' ''s i I ''' ' .. I :1 ''I - UNDERGROUND GAS LINE (UNLESS NOTED OTHERINISE) 4... - GROUND LIGHT c, 1,.1 • . ....-„ - „ , . ,..„, „-„, , 1 - • • - • - - ' . -- - • © - STORM MANHOLE ce I.E. OUT 12" (W) = 225.54' . . •,. .. . . E. STORM MANHOLE: . „ . . . .. . . ...,.. . . . . , . . . . . , . . _ . . .. , -- • - - - UNDERGROUND OUND WATER LINE TOP0OGRA_PHSAICNITALREYGMEANNDHOLE wv 60 DIA MH - FLOW CONTROL :"-•:„.::1-.., ::,112;;::;,:,,,;,0„1:::,K.,,, .. ,•„:-,k-.-.-1- ,"-•. .-„...., ,,,: 1;$•"<-•,.,r-.---,:,1. •,::R11::.. itk","/::'ii„:-.!ql]i Rj.I4:'•:,i'P- ,IIIII/;•1:':;.,•: .:",',..•, ,,,,•I',1k/:/:4;.;-;!ti/z,k;•44t/,'/-4.i... ;:- "..' P: :.,•ik: i•W , :.,„ T - - UNDER GROUND TELEPHONE LINES [XI - WATER VALVE - DECIDUOUS TREE RIM ELEV. = 228.50' ''' ' ' '-'-/- -;•--"--,2•`,••--",;----..'•, ,'•", --,'. .,.•I'-.5:•- 1"---T.:174r -,'"''.'-' .I-r:Og•••./ ::'ii-k,:1:4 ''•••.`/L.-,-,,,,, • ::11_,Aftitiit;:,AVE,,"„„„ *i'.''''••••••,Iiiii,FR-II.,,•,.k. ,?•:.•••:•..i..'••, ".';', •' -',•••.,,,,-'k-' :-,..-,,- ;-..",---?-- titi=t*iir-,:- .-.1.N IL /•,.•,. •,,!., •,:•i:4,„:„.ii,: ,. - ..\-... ,'...•;.:•• .l."'... . ,-7,'• •Ig:,*•'- i•'..:.,•.:-•:' ,t-/ , ,;•,,,..•/, : ',,,.- il.:1:1 .4', --••••''1 ,-i,i••• ••441:.i... •1 •;'"....3:-'.•-' •-•''...'.:::•':••!•i'ii i•!••.I Oli. t•• •i•I ,,--- ...,--•-- ...---' - -- q.'•-•tQ•6•••,'• :...:].•.aft:•, ...Sc .1.r.:..,117. En - WATER METER I.E.LEIINN 1122". ((EN)) == 222253;2255: SANITARY SEWER LINE I.E. IN 4" (N) = 226.00' VENT ',' ,', /•-..,•••• .1'.. .., ?i..••".•...,•\:•..' \-, i•:',i1.•;;." :'•.•-,4',1!! :C••;,:',L•':•. :'. '";:-; :'!.. i ,'.7.... ...'•'::::: :.,.•'17.,1°!;-,7,7 .1E4,f'rr:77..77,7„;•77-V4,1!r':!,•:•,',.:,':'"::j7!:E•Zkg .!:',77:•:',7k,,7!!?!,Ipk.',•:I '..7, . : .f!,!.!I,.'!;":•Ty,!. ,!j1,pK::Lt I!.•, . !,:i.::',!,,iiii!,!:, i:!11,!iI.:-.: ti.:. ' ' •''. - • .'' •;' '''l'---.''''''''.!1 .•'"•..............-- ''-','''''''''• s'•••' '''''''''\"'•'''•"' '•-'"'I:: 1•.' ,-1:-''''-'''",:',-:::::"M', -;c--:-:::',1:''I;k;;k,„--:-•,-,ttr "'-•-•ii„,-,:::-:_- .,r7.m77-:.-kt;„.___„„.__„„-.--'''•'",":-:-::------ -•-',/:-:,",•'7T -.'t,,.:k,,,,gt;,k ,.-...„-•,•,". /,,,,,,,,,,,, ,riz;- --•-- -------- ----:p ,,, ,,,„...•;,,,.„,,v;,,it.",::,, •••• P _ -. UNDERGROUND ELECTRIC LINES -e,)- - FIRE HYDRANT - CONIFEROUS TREE I.E. IN 6" (NE) = 222.65' PERF , , . ./, . , „--,•-,-,.-• . ---: --. .•-•••. --.... ,.._................--_-_:".,,.i.e.'S'4„,,,e-3,3,33-33',":' f f ! t-: .,---]'-:-.--t------.--:------'---:••-••• '-------.---'... .--;;i.:.:•.'.t:t-: ::.-. ".....:.!t:'"'"t*,r7 :7.7.7!,, at; ;:tiatM4.' •..:-:-:....::]ttMORN-- :.:] ttt:::::7:7,‘F.,4„tt,,,,,,,,,, . • ‘ -:•:•••-'tt„„„„„,:./.: ' , - LE OUT 12" (SW) = 222.65' ,t(---c5 - STREET LIGHT -__..... / . . , i i ; ! :::::: ' ,,i„,•:F„,..1A::: ...,,l,"--:V.1 ,:: • • .1..-• :,:„: •,NitniiR':,.-t,i,::,i;„....pl.,,:,,„„1 i.014,:. :,n,„ .E.,..1 .,.tt.tmg.:,;,:,,,,,:11,".,.:,-:. ' : -OHW- - OVERHEAD POWER LINES E.] STORM MANHOLE: (CATCH BASIN GRATE) -........---"-''' - '--------'s--/-1::.--1, i 1 I if'Ilt,11-11.11:!!'i• ..-1111111111 : :1 .Lifilit!.)114It, ,,•: 'S eiliallilL47-e.ITC7-'' ' ''',77::Iii::.. 74.11113::' •'1:11:111111.': - SHRUB 48" DIA MH W/4' DEEP SUMP 5 ,,....---- kJ i!.:! ,.,•,t-,,,.........................1.-44,A.,;-. 4.:-.::: .'":" ,'' '.i:t...-.., '-i'tt -'+'''Itt'r,l':1. .'!.:T...,tt:11.17:::117:17 :1,..:'•-!:1!!..::,5!!:E..n.:,... . ,.2RiUM.I.:..:, •'; . ..: _ SD....- - STORM SEWER LINE .171- - SIGN RIM ELEV. = 229.18' - -, , . -0- - UTILITY POLE ...1....711 - RIP-RAP I.E. IN 6" (NE) = 225.50' I 7 „'. ..---'-1 In I OD 11 El ' '!.:,t.:::': ',.:: :16n::' .. \-'..'''s-\\....1\:\''''''''''').' 1.:1-'1fis'''' 9 ‘:I' -X - CHAIN LINK OR WIRE FENCE --) - GUY ANCHOR ,.. V) . I.E. IN 6" (S) = 225.50' . /' ' , ,••--- Jt.i ! I : • ; 2 . : • . ..: : . .. .,.... .--::::.„..,. - WOODEN FENCE Z EXPIRES7:4:-7-kei-4-1IA 1- O/i'1-:.1.R4A1.E71-2°G25/O383-Nj. :;:::--c144.-1 6 IE OUT 00uUTT 12"12 (W)(N) = 222235..2255. ,-,-Q' i , 41310 i ; : .: ...:•...,. : :.......: -.-: . ::::::::. ......... .,,...,„..„. . .., . ........... : ,.: ::...,...:::::„....„„.„„ 0 -••••• -- - :, .:•, ..„„ .. .„„ 0 1 ' 0 rr., ,sr::..::, . r -,:::: ::: ....::-„;i '.:.,. . es Ej STORM MANHOLE: •----...- 1. I I i • , • : . / T:1'.".i;,'.,:i am ,§is.;:? •..`' --"' ii,..-f_.--- : „, - .:,.,, ::::,::.,-,:.,,,„„„:„„,, f Z ,,, ..;.41. 0/ . ... „......,,,. ., , , ... ... .. , ' . i I ,.„:_r---------,-:i.'..:.: ,..',.:.', - i ! o 111 ; ,.:.,.:.:.-.......... .:.„ .. „.. .. 10 0 0 CARTRIDGES .......- ,, . • Z 2 , ' / - ..„, ," -.-..,...,-:...i.-...., „- .. 0 w RIM72" EDLIAEVI.N ....._...._.,_. _ .s, - --• _ L.L.I I.E. IN 12".=(:).N2)1443=H3.7‘412/227.3O' _ .-- .,- . , , - 0 0 ‘-: II:EE: oINUT121"2"(E(W7 .2222.2300.'00. -- ' ' -- -1' .---`--.. „,--144111.-.....-- ------1 :-'.''i......*, \I' -,C. -' ,,, ._ . .. .............. ....... i ii.. .1.t ‘,...,-10,:.--ii EXISTING A/„C P..A.V. E...MENT E,..:,.,X,:...:...:,....,I;S,:,...:,,T.;,1,...,.;,G5..,,,.::.r....: ..VE,.....:::,.....:L.."‘J EX:.I.S.,TI. N.......G.:....C:.7.:.,R,....E,;E.. - --- 2.,‘,..., --......,,,..__...._, / ,,„ ,... • - ....2.:4;-!).-...;,.a....1-,),•,:,..,S,,t,'91 . f.i:•.':":7N,...;-?c,n':,:: ''.....-Z.....'": 0 c,,3 5 El STORM 12" OUTLET: „ .- , • _ ---"'.,„ --i- , ,. -• .....n,-...;,- •-•--"';i-..: •,- rur.4„.•,,•;'' ':•Ws-7 ,„„,---- 7777, v .- / / ,/ , f i 1 i 14 i', ,,i--.;:.,...- =.;..,...r.,.....,,,..,,..1-4„,,.::. -..-....,...---v•-:,:::::- -,:.,:e.--&z,;,...; .:-.0% ..... ... ..., %,.. RIM ELEV. = 212.82' ,, la* ',0 ..,:. -,/ •• --- ..„- , „ : . i ,. - i , ! !! .. . ., / , i v) . I.E. OUT 12" - 2 17.00' ,.;A-5-'. ..,..--•/ ,....--.:,,, csI 16' "''''- / 40,4; ,40.,:t;• .......-"' „ i /$ 1 • : ,.:,,..,'.,::::.'.....:r:::,............i....-::::I.::: ::I::I:::;..':.'.'.....•'--,....... X 0 E STORM 6" LATERAL STUB: .•-.•,' ,-/ ••:/.4.."te•04•Ve-.-ot•ic:-•• .„---- --.' ''• i I I ; ' il , I 03 Li..I CO LE 6" = 231.00' I „. 2 ,/ i ,../ - *. . la' ..,,,/ 1 I ! , Ei STORM MANHOLE: I I . , F- i I w / 14* , Lli •' ''''*-- / . = I.E. IN 6" (E) = 245.06' RIM ELEV. = 250.31' V) I.E. IN 15" (S) = 244.51' .1 1 14 .,,,.."'' 14,..,,.. ...*ik... -,-,.. • .; / i „.•,"/1;oev i. , , v. 1 t „„..., .0". ''' /„-- , ..,,,....,./.„ ,, ,,,, I.E. OUT 15" (N) = 244.31' I I ,...„"''....1., . , „r ..„ ,....., ,,:' -.' 1 Z ..-- 0 ' / 1..„-',' Et- ' s 1 Lai i 1 ;-.. 1 / ! i LU E STORRIMM ELEV.VAULT=6.25X1.1026 . :, ...., C1C - 1 I I ...-- . . .,. . 5 I.E. IN 4" (5) = 247.90' / UJE.. z g.,-., -.---.// .... 1,-.' Lu ..'" I.E. OUT 6" CAO = 245.60' , .-/- , , ,..„..„. ; , / Z Z 0 , , , < Ej RSITMOREMLEMvi.t1/4N.H02L5E4.0FL39W CONTROL: (0,,, ; , ; / ) III > 0 HOU',1‘,..;;;:41.,-,--1.---...--../' ...". ' ---,,,,,,,,..:/, , i',1' l',,i'!; : ,... ; ,.,, ,, , il 1 '' C.) in. LI j ..".*** 7.' .--e' ,*2' ilk 0 ri) I.E. IN 15" (S) = 249.50' 1 I '.:.,..,... • ..,• .... ... *, - • 1 ' 4 g i g ' • .":, _"9.',,,,..w..., . 0410,44...). .):‘,..,:i./ii,(4;3`)/ilii/1! 1: :wirsi 17,7".:..7.....7.77.....77.H177 :77,,,,,.....„.4,___.:•....".....;1•E'll-.74:Y'.:.•:.;.4..:::',...-•• '.`.''..-A.:77.„,,,,,,'". U1 0 0 u.... ...-...,., z L.L. I.E.iE• OUTCIUT 415""(N(NE)) == 224'48715540" I I . vi.. 2' • U) . , `.‘' gry=.........zrmair, • - • • 11111.11. 15 0 El STORM MANHOLE: . .,... • , ,.. 044 :s ..1 i n.....,..... q-7zi.,.:'fj•f :; ::,..: .:';...:. ,,;..,:::- **) ;, ,::-::.:.. ..:..:„.,,-.. ..::.:. ::::.::::,..!. C.) -J I RIM ELEV. = 257.69 ...--- . ; , Cr) < 0 , :. 0 ' 4C) - ., 0 ' • i Ce CO X C) Cr fin I ° 44C g?)..::: ;T.: ,,,,,,, ..i ,.. ,....... ,......., ,...„, ,..., > m _ - L._.,_iw , ...............„..... . ... . . .. . . .. .. • . , ..„..„, ........„..„:„..„,..„....„,,„.„..,..:.............:„.„.,...,„ „.„:„:„.„......„,„:„:„.„.„....„...„..„......,„..,....,„,., _ I.E. OIINNIUT N: = 250.69' (15" PVC) - _ ft STORM STORM MANHOLE: . •,...:..-.••••:.•,..2.-•,•,..,,••.--';''.,:•....,":• •••:-.,":":.•:••"•:',....,.,,:"•.",.•••":"..-...."0".":„..::.•;'...,•..f.:,.•••,:.,•••••:.,;„..,,:,f.f,„......-.?,;,...k:-.:,-...f;k:••••„. "-....•::;•-•••••••.-":" ..-,--,-,:',"•,••••:/.••••.,„.-...."-...:ftk.,--.:,..---,,"'4,1:.,„:4- ',- --,,,, AllkillifiliWiliiiii.:•--. .-‘;'' C) TOPMWOAAITGLERRBOAMXEPTETHORI CR RELOCATED v) CI < (7) RIM ELEV. = 259.69 • • - •• ..•• - . . . ..... .. .. . •.. . ... . .., . R2'E-1,.43(':,vEHIGHEx 1 sT1RETAININGNGsISIDEWALK WWAALLKL LU .-...,.-1--::1- i ':.'7 .... : ' . ;,.-..•:,,.:. .,"-,.;„...-,:..,..-,.-..,,..,:l...1.......",1::::,,...,....:.:,......,.,........„,„,.:;:,:.::„..7,,,, ,,,,.,_,,,,,,\,.., s,„ 0 I.E. IN S = 251.49' (48" PVC) II, . ... .... ........ „.......... „; /.../ 0.1 CNI _..... ___ _ _ ....... .,. • .1.1-:::.::::-11 :':-:: ::':>:••.- Cr Y X - - - ---- - .-..i Tcl.:7''• '?•-!.. :',?-...N..;Y;;.!4':'1.:. f* -,-''.. .ils&-4.......'.. ../. - 'I -- " '''::: ',:: '`.:7::::'. • , , ,...., 0 ni- LE. OUT W = 251.29 (15" PVC) . • / ' -.:.;...,- .. • C..) n Ej STORM MANHOLE: . ,...:-.itt......,* ....,' / ,''-Iff:--- I RIM ELEV. = 261.47 ...-.... ,. . (X) I.E. IN S = 253.08' (15" PVC) I 0 0 I 0 .."'-zIg••: :---i?-...4'' . I ® a to I PLOT DATE: I.E. IN E = 253.08' (15" PVC) ----i,.- , • .4E-.' I C..) IA a8 BARRICADE BAR IS ONE INCH ON 04 el I.E. OUT N = 251.58' (48" PVC) ''..=.' 1: ,...;.,..., ..--.‘ ...,z. S•••./ ,x•,• - MAILPOWERELOCATED a ........ ____-_____ 1 >-. x E STORM MANHOLE: Li RIM ELEV. = 261.19' 41: . l' - 0 I.E. IN E = 253.39' (15" PVC) BENCHMARK INCUFROBROMFAs.TwI. , . D< < I.E. OUT W = 253.19. (15" PVC) 1--7/(23!.. THE NORTH CURB LINE OF S.W. 41.(_, 0 a) 251.99' (48" PVC) THE WESTERLY EXTENSION OF I.E. OUT N = ENCHMARK WEST 167 ELEVATION = 221N8u4E FigT . . DEMO:BIOSPXHOLEEXI TSOTING ASPHALT It) > HAMPTON STREET. 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I .... ... _ .N,..- UT N de I 1 • •••• ,;74:,p,,,c.(44.1 OREGON 3, re) 1 — i .„ . 0--1 Ni 1111 03 1E: 239.66 / i re) /\ : .** -•s' ,..., •, 1.. .........._________ /\\ 1 , ft, • ... -'.:• • ‘. • • • awns. ••- . 1 • - . . c) .• \„•• swim...:•••-•.i, ) , 1 i 1 • 0- \• I -.„..:,....-..- ,-.7.,„-t. .......• 1 4• .- ...40,,,,„....- IINNSsTTAALLu. WYE / I I x :,-......-.:.., i_ ............................____. 1 I/ :--:-'1 •T'.., I I\/\) ,!"'''.!••• •-.• ,••••• . m.... • • -.• 1..1.3 I •,--z••:;:. • •:'• I . ..., ....• .., .• • . .. . .. ... . .. • • : ••. • . , , .. .. V) I SURFACE:a14AN3T. i ,-...••,,. EXPIRES: 12/31/2016 ,../.... ./.<,1,\,,, 1 ,........f...-....\•.:,,,,.:. < a) „-,' . f°”' I /• (P rt :-•;,..„/„ L...._____ 7A/ D '<.<'' ' • ,:. ......„.11.11.......i.....................:-:......x.'....:•-• 0 V) \ , 4 •-- i ,. T••.: , _\ 1 I \ \ \\"'s. .,..,;.;.;:....zi•-.:-.,....:.i......:1.::::.,;•:::f.:::: 11.........1-......__.____. '-‘-'s•-' I \\ \ f\ 1 ''',1&..,.'1_11.--,,./1\iti'N-- - `.......1.: ,.•••... II :..... /, - .. n o ‘ .,.. cl.' \\ V) --.1 I 1 N ..i..:. I • co ...:,2.... . I-- 1 ., . . .. \ / / .....,.':.:..i...''..:••••;:.......:•''.:-:.-::1;:•••:: o co I ., -....\\\ 1 1 i! li . •.•,t ,•,. 11 11 -.• •••• I ..• .- :>..›..:, ,,,,f'1'c'''' . ..., CV X • •//•„• Nr I fi '-• -.• /2 / , I 1 03 LLJ \ \ //. :.. .,. i 1 1 ../.- (ID V) i i T i / . .. . cn m W _J I 1 _ " LA I . _ 1 ?..5 I ti) .•••'' 1 I Cr 0 0 Z i ILI 00 ri re) l'Im cu Z LJ CO Z 0 i 5 I z x NOTE: o Lli BALL (4) CG ...-- o LU o 0 LL.1 SCALE: 1"=20' < t- YSTEMS TO WQ (SHUT OFF) AS SHOWN IN MODIFIED a) o < STORMTECH DETENTION S 1 VALVE L HEAT TAPE .. - o GRATE = 243.12 1. ASSEMBLY,INSTALLON2B FS' TPRESSURERRE UD UCCTEI OD N REDUCINGNOPRESSURETESBACKFLOW VALVE AN D T\lD c) a. MANHOLE. 2 12 UT1LITY20, PLAN40. Ct D - REVIEW i .84TI GAAPRPDR OVESTORMENGINEERING SYSTEMDEPTTO FROM 0 1 < o431 ICEAOTUCTH .BA2S4IN.DATA 2.5 LF OF 6" PVC E ...J i.13 D i CD 03 X i LLI > w (3C cn w < cri m 2CONNECT TO EXISTING 6" PVC STUB 302 SHEET 6.2. INSTALL < > AROUND PIPING. i cc 0_ D Y (/) 0 I ›CLLC.Iee,I-_ J 0X03iI GRATE LFo=F2.42p.5 5 CC 1E °UT241. 15LF °FP0 3GRAT = 246.74 t.1.3 IE OUT = 246.24 16802 0 co D M C1a) 1 •to 5-: cb .CC c•i CNI C13,_1•LI(-), BAR ojDotOF ii Bi_GGI DESIGNED TNNANAOt JA,.1LAN:AREDM8BR:1 0NEAB:2C:F 1 I N:0 NC4. o ••--.- 1 SHEET 03 CNI LT.j 0 .....--.-0-...u•-' OcvSr'r) C BY: 1C"CHECKED it-BK/OTDET1 BDL JOB „,..01.0•-0'..” .1.116 Luidel.tmw mmm<__I <ppZu_. z LA 1-Et Li- ,.... L.J>01J-11-1-1 --J<_IV)X IT(f) ' W I- 0 ♦ SAWCUT �� SURFACING A 3/4" R 6"-410.-1EDGE 2 TOPSOIL MATCH EXISTING MATERIAL CURB JOINT —\ �* 5' MIN. SEE NOTE 5 ROW --f- T ; • • OR AS .NZ DIRECTED BASE MATERIAL • ,„ ... - - , ; ;@.,.- :- 6" � � DRAINAGE BLOCKOUT ROAD ?: F'': ',�'-' ',:, - •". „ . : v.=• : - 6• 3" I.D. SCHEDULE 40 I wow: _h.. �. , i°-=°1 -`(`-Iii: I �1, �"=I -'' DWV (ABS OR PVC) Q °' • I I 1 1-1 1=1 I -1 1—I 1�, 7_-"7-7. •...--'... •• x H I -: PIPE W/COUPLING o ;�2" OF 3/4"-O" BASEROCK " _1mo �� o�, aG° w. 16toptoN (fl m¢� qCOMPACTED SUBGRADE °� `� • " • ' .°• °,V <z v zin 03 a C' coo �Q �N LI- or i Z `T} ` �f A • X , 1 o Z SIDEWALK ADJACENT TO CURB �� W Ao kJ - .. .-- • I Y4)• iA., L i W 5' MIN. ROW .:1- o o 1 Ng rr Dn -..--2% ---r;', R OQ Z�I� ROAD ._ h` H r, e \` ^oma NV2 117-1 11-1 .. . i 1— _ I 1! f� r _.. 1 frl 2 OF 3/4"-0" BASEROCK COMPACTED SUBGRADE NOTES: s" MIN 6" MIN 6" MIN BEDDING BELOW r SIDEWALK AWAY FROM CURB 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY w OUTSIDE OF PIPE BELL � OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING NOTES: TO A MAXIMUM OF 20 FT. Es W Lr) . F X4.. c,0 cr = 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL `i- '' i.--, f i `�' • `� 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE ;� � ; CL Q Q OF 1-1/2" TO 3 WITH A MINUMUM THICKNESS OF 1/2". \ �;x e 5 Lo • ,cam o , --. \y\'s, `fes \, v 2. SCORING PER ARCHITECTURAL PLANS 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART ., \\�..;',-r,,f \\\,\ r -'-\\▪ `\ t . _c) c) E o' WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. ......-v,>)\\..,>,,,, -` s>\\ \„..„,...\.,::::<;,,,,),..\\„,,,,::c \�-;%.\,tip,\• \- . p �, — 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. TRENCH FOUNDATION - '-- O ti U TO 0 UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. STABILIZATION, AS REQUIRED - i- w ca 3 rn g 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET Q o M v 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE o CD o — a) AND MAX. OF 3 FEET FROM PROPERTY LINES. CD �c • 0 CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. S Q Q NOTE: 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. D Pry 1 2. JOINTS TO BE TACK AND SANDED. �`4-. •3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. �v�� ���tNEF@` 14,� ORe EGON c? II ' APPROVED BY: APPROVED BY: APPROVED BY: ' ~ 44 1 NO SCALE NO SCALE NO SCALE .l 'Ry 23+ 'S A ENGINEERING DEPARTMENT AGUSTIN P. DUENAS ENGINEERING DEPARTMENT AGUSTIN P. DUENAS ENGINEERING DEPARTMENT AGUSTIN P. DUENAS \`��,t`r,. A R�� arr ENGINEER CONCRETE DWG. NO. , �,,,,ENGINEER DWG. NO. TRENCH DWG. NO. �►Y .,,4,,,,1,I1111� , 13125 S.W.HALL BLVD. '4111"i II IIY '\ 13,25 SAO HAIL ova. STANDARD CURB „,,,,,/,,,1111, \ 13125 S.W. HALL BLVD. CITY ENGINEER Q l JA TIGARD. OREGON 97223 .LI I:i.. TIGARD. OREGON 97223 I I��( 18 0 EXPIRES. 12/31/201 6 VOICE: (503 639-4171 JULY 2001 SIDEWALK 1 20 � VOICE: 503 639-4171 TIGARD,OREGON 97223 FAX: (5033 864-72s7 V FAX (303) 854-7297 JULY 2001 2 AX: (5033;6844-7297 MARCH 1998 BACKFILL CITY OF TIGARD CITY OF TIGARD CITY OF TIGARD OREGON APPROVAL DATE , APPROVAL DATE OREGON APPROVAL DATE I r Q Lil 0 I Lri o rJ m 3/4” SQUARE ....... cv A A B B 0 CI 0 CD Rip N • (0.-*"..0 p ■ STANDARD CAST IRON NON—SHRINK GROUT J.— N FRAME AND COVER '�+r P a O DRAWING N0. 510 (-- F�-° M .. y V o * ❑ S O Q STANDARD MANHOLE W IW �I ©p d e p Q i� GRADE RING Ci OD Orj Cl . .arlitrzifi'Err -1— "lY: a t a� I AC \► Z Viz_ry 3" I H R� ir — .:::.: ....:....:.......:::::::.:..:>;::::_.> 'i':i:: FINS GRADE a X ®k v� v@ • • h Lal a 't. `r \fir ry 2" n II ��� � t. °ep e• 'dLL1 u , ' Y�--�-�-4' ? 3/4 -0" AGGREGATE BASEROCK D 7/8' Z ?,.�; 1ta?ji ;.'tji >'; dSR •$°+ $ WATERTIGHT PIPE PLUG 4.„...p.„..,;_?,.. z�.. r 10" •■ } a °" ." WITH STOPS • Z m � +, I • 4 `- , _�-_I I , I Ilik 0 A�6 .17...:,...000.BS I'I Z _ « 8" 1 1/2"-0" AGGREGATE BASEROCK I �___ e. ''.0,-t1,p �� \�/ ',"4..•4•14'1.4.14‘.v ',> •'441,.'i."1.3.*:: IIIIIIIIIL 6• SECTION B B < Q 1 -__� �_ -- I __ _ I _. I . ** C`� N " e''�a c" PROVIDE OF 6. FORA ■� R■�i 2" MIN. CLEARANCE ,�' �kg®ge*/ MINIMUM OF 8' AROUND A �summemi� t . �. .@ :.� � CLEANOUT 0 COMPACTED SUBGRADE 1".. , ° MN. Cr Z18' �( , „: „sa I �, p��g�-° �� W —' o SEC TION A—A . ' _ `fi▪ e° 1” MIN. OVERLAP ®=s�a Z 1 Iur 1 W Q NOTES: " " Q CO 1. Y4" ALLEN HEAD BOLTS 7, ,¢. . . W O J 1" LONG RECESSED. CO a- 5 NOTES: 2. ALL PERMANENT CLEANOUTS a, ` ��s = ca r8s� a = < c TO HAVE BOLT DOWN COVERS. 4..,t." #t. y�t•.�4�.. $. g . � &_ *@ 0 (J 1. JOINTS TO BE TACK AND SANDED. 3 CAST-IRON ASTM HALL BA GRAY �� #$g a s CLASS 30. x; cr 0 Et * 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN. 0,, �t° 4°� p W co 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. :',@1Dem =.,@ . • • ' ' a"'.;' .• • `' @�a.x fJ I 0 _ ..a...> s..4.1'4. '4 • `°s• 4..-4i •i° •. ®:".'�a'4,.- W 'cg• /{ CC I . C7 Q (/) CONCRETE BOTTOM ENCASED •D , 0 0 m f//////l////1/ • .. , FOR PLASTIC PIPE I 0 Cs Q ' ' . //' 3j4"-0 3/4"-0 BAR IS ONE INCH ON PLOT DATE: I 6.4-�ce NOTE: ORIGINAL DRAWING Np�.CCcn DETAIL 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE 0 _ . 1" co,cox 0 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. DESIGNED BY: CHECKED BY: cox I MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. i (c)\(-:.1j4 I AAR BDL Popo <x s STANDARD CLEANOUTeLlo �xWS JOB NUMB 16802 I�iwl;i ON — SITE PAVEMENT SECTION DRAWING NO. 510 REVISED 12-06 + �1�4� REVISED 12-06 �*e DRAWING NO. 500 DWG16802 E. mmmQJ C5.1 DETAILS 1 Z1=pZLi LLI.Lu SHEET C5.1 Q_,cnCC Ll..(/)Q X I i i 1 , 0 LOCATE FRAME AND COVER 4141 OVER LEDGE OF AT LEAST NOTES: 12" IN WIDTH 1011.11111110P„.., 1. ALL JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET CONFORM TO THE REQUIREMENTS OF _:j 11\11, ASTM C-433. 8"MIN BETVVEEN KNOCKOUTS 2. ALL MANHOLE SECTIONS SHALL CONFORM FLAT TOP.1 . tx TO THE REQUIREMENTS OF ASTM C-478 1"FLAT FACE LETTERING AND APPUCABLE PROVISIONS OF STANDARD (OP TI ON AL) (RECESSED FLUSH) .,:r, MANHOLE, DRAWING NO. 010. 3. STEPS REQUIRED ON FLAT TOP MANHOLES __ 11 P1)111:: roll' 64" DIA. 0 0 kei 0 DEEPER THAN 48". - ,o. 25" ,' i I VT /\ ,-- ifTV. , slow uw \ MAXIMUM 27" FROM ..'`d • TANDARD FRAME AND COVER OR ? ‘ tt' S 1 rismoommo p.. TOP OF FIRST STEP WATERTIGHT FRAME AND COVER. 1-2` 41 t Oi --. t o ‘ (1 104 0 TO TOP OF CASTING IN SEE STD. DRAWING NO. 110-SA/ST to - - - OR NO. 120 I 0 Asair © 0 ,, SET FRAME IN NON-SHRINK I 0/ ' ---, ?Cr i I iiii impurrourdw t 0 GROUT \ \ v/ ,z.. \ ,:: Ileammommii Iiiiri' - -.• 4. / 48" -um- 7 i n \ LGRADE RINGS (2",4",OR 6") „ MAXIMUM 2" SET IN °A> / 'er) ' (1) \ 7 4 \ 1. AU_ PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE . NON-SHRINK GROUT RUBBER GASKET (1)OPEN i% ' ""CY` REQUIREMENTS OF ASTM C-478. .- RUBBER GASKET FLAT TOP PICKHOLE - Li.l '2 .1.21a51) (16)3/4" - 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY , Ce STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4". • REINFORCEMENT 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS 4. .. STANDARD ECCENTRIC ' OR HOLES AS SHOWN SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED . 36" CONE PLAN VIEW COVER BACK EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-S00210. 0 A„ ,,,. STANDARD MANHOLE FLAT TOP 58" DIA. 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. ‘.." REINFORCEMENT -... or 5. PIPE CONNECTIONS OF 24- OR GREATER SHALL REQUIRE A ., MANHOLE AND CHANNEL DETAIL. ' ' U,.. 6. STEPS SEE 4 #6 BAR AROUND OUTSIDE OF OPENING -... 24 3/4" DIA. - 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL . . -***• REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL STD DRAWNG NO. 100 ..'' #6 DIAGONALS BOTH SIDES OF OPENING VellititZOVIe - - A 7. PROVIDE A MINIMUM OF 8- OF INTACT (UNDISTURBED) I j MANHOLE SECTION Mriar 2 A MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED '• ..0---(VARIABLE 1.-4) #6 6" O.C. BOTH WAYS ON THE INSIDE FACE OF THE MANHOLE. 2 , .. it ... M ' . •,-- , 1 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND m , J .. 4" MAXIMUM CLEAR OF PIPE WALL. z a ,§1 1/4" 6,00660 25" 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" 2 ,.-;. Y ..,- 2 I I I I 9"KO 505/4 I WA FOR SANITARY CONNECTION AND 48" FOR STORM to t-a ' D f.111111111141111.41111111.1111° CONNECTION. 43 ' -...r . 5" MINIMUM 48" m R - 1" tr 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND " " >, COVER SHALL BE USED IN ALL EASEMENT AND OFF '. 0 .. 2 7/8 "SQ. Lo a) ,... * 6to STREET AREAS. , 0) . LO cx, v in ,ct- r.„, 1 1/2" - CO CO N:›, g CO 0) - , 48"MIN.----4- • m m 71/2"SQ. .. , E 1.0 14" = c6 •,•-r. t t.)• MINIMUM 12" LEDGE :. PICKHOLE DETAIL (ONE REQUIRED) co r% 22 1/2" DIA. 2" MIN. FROM TOP OF ,, 2• `Dry zi 1"/FT. SLOPE TYP. : y PIPE TO MANHOLE "'"" cn 0 (NI SECTION SECTION VIEW Ciii ,i. PIPE -...•...- v • - i),: • 0.D. rf r 3 : Ow CNIN: 0= 06 c) to 5 CI . , A:,", .,'...,'A.7..7.•,. • ‘7,7 .• 4 • 10 - c) co .....LI co ,.--, . - •••• -- , . - c.o. - 8 MINIMUM CONCRETE Lx") --I . 0 Cr- SMOOTH FINISH CHANNEL TO 3/4 VERTICAL HEIGHT OF PIPE „.„' • ...:`;`..'.;,,-;•.,.,:,•.: ;.;" 'MINIMUM 3..::• ‘ " : .... SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. )14 12" MINIMUM OF "-O" COMPACTED--;--.;"1 -'''''':'• ,ag) PRCy-L. --k BASE MATERIAL "\X) (.1 C STORM WATER kr STANDARD V ANF OLE FLAT TOP MAN - OLE CleanWater-ir-Senrices amniMter-i°-Servioes MANHOLE LID CleanWaterliServices 0 !Mc; CGON AY) DRAWING NO. 010 REVISED 02-03 attreamiathaent it clam DRAWING NO. 050 REVISED 02-03 Our ceakragataat.$s ieboa. DRAWING NO. 120 REVISED 12-06Gatosonnitment.ft clam V4),4Nk A., Q- s.** 23 \ . 4 A . SC-\ EXPIRES: 12/31/2016 C3 C•.1 V) I 18"MIN I- 24"MAX SIDEWALK ADJACENT TO CURB 0 N Ce ..a.... tri 0 IFVALVE RISER 0 CO COMPLETE CUSTOMER SID 18"MIN E ......, IW i SIDEWALK v. NI 3"MIN METER SIDE .,..„...._ .. *swim • • •-• - ' '- . ,. ....... ri i.ii t 6"MAX BREAK FLANGE (f)0 .....= oo --I 01 (C) c•I 7 X , ',./400.404014,7."'""V7,11,1"."...."1* '1114'. -.4.1r ' ',1..;C„ , ',,,,,M4„:I.,..4^ • .:.y., _..,:s.". .... ..„,.... . U) mt" \\(16-"''' .144(./ ow - Imeirkitevitt-,. ticitekivivigla 1--- I-- td-) ' °, /v \ -iv/#. AO- lb.'v. ohisktorkeftesolifork,--,* ratilf1.411WMPul-sPK4Et L.1 c 3,"'„:/ Ao ,,,: . - n 7; tuft j--DRAIN ROCK POCKET •.,‘c,/,‘,N X ,.(.T I 1 PLAN . / CO eV. AP 4 CU FT MIN (., xi E2 4;ft-oil 1411416, ATIK:=-----...=-4044«. ,,,,,--6"DUCTILE IRON PIPE -- W W US 1,447---.114_40114 _ ,--"" , ,1 , --1111114 r 1 5 < ,,,, 41111 Illt -; . .11111.11V111111117 0 loARRSEOQNuAtALSTER BOX , NP.0-4 l000lAe --- rs) z _Vt., 'ilti„,r,;• V - --- -, - **, . ''' / , / - ./• 6"MEGALUG RETAINER i.--1=-4,4 ., .**2,k *o'\:' 11441_,.__ . GLAND(EBAA IRON) < re 6"GATE VALVE ,//,' :/ CONCRETE PIER FLG x MJ ./"\\//\&, ..,.. BLOCK \Y /2\N 0 0 MJ x 6"FLG TEE A„../, \\///".\:.\\:\/) I SEE NOTE No 1 ‘..\\' CC 1.. z C7) THRUST BLOCK 2" FEBCO MODEL 805-Y U.I „ ai DOUBLE CHECK VALVE 24"MIN CLEARANCE , xi ASSEMBLY (OR EQUAL) - • • • - Z _ - Z co 0 SIDEWALK WITH PLANTER W > CD > Li 18"MIN co) mom LI , (/) STRIP AT CURB I w < 24"MAX I ' 1 W 1 (n 03 ...in,. Uol 0 < a C ::Sji 1:10,-1i Si I I CO a_ 5 ilninlinallinig- "'. . fill i 0 < ci il3 Atit.1.- IIII al Ettir.,„, 6"MIN CLEARANCE muwattikti: 0 I Ce I C.) I ie,--SIDEWALK 6"MAX BREAK FLANGE 1114#94 Vik. irg _ , w•-- -41r...wri - 'iril#,AII 0 0 _ 44VitionAttrs*S"1,4444.01140.44 *ii** . Viiikt.4414 cc a. < . 1 .„.,„.... ..„,„,,,„....,..,, ...,..,.... ....., 4„.. La ‹ 4..-, ..........maw... W.„IlikatritetrAt ,n . I- I 144Pref Wel 0 ' '. „,^^< *.,F,,,4+1161.• * 4440",w41010. 01101r00,11"" **...140 046* CHRUSHED ROCK BASE ILI „,„ ,..,, ,.......s...i......40,,- .....„,,,,, ......., 4 FT(REF) 6MIN" CC re x ELEVATION I u.. M uj D < 0 0 03 ;!I ,j- > NOTES: BAR IS ONE INCH ON PLOT DATE: I Cifl re NOTE: ORIGINAL DRAWING N „Lt= I -d ow V) 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE 0 _____- in o r-,-I-- I IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS. INSTALLATION SHOWN IS ONLY A SUGGESTION. THE 03, LTJ(,,) DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, DESIGNED BY: CHECKED BY: co-(act I 2. PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT. FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR 3,F,1) `'' ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE INSTALLED AAR BDL ,c,.2 •.,,,, w Er) 3. PLACEMENT OF CONC.AROUND FH IS PROHIBITED IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR METALS). IF FREEZE PROTECTION IS PROVIDED. THE 24" MIN CLEARANCE MAY BE REDUCED. JOB NUMBER 6_.%-.... I ',Ito<x 16802 .id •• _ / / DETAIL No. .\ , _ \ 1 II]Lihli [-j/j) (,_. .., .. ,,,,,„„__ DII, FIRE HYDRANT ez __: _...,,_ ....,___ 11i41, 2" & 21/2" DETAIL No. DWG NAME: mmm<.....1 STANDARD INSTALLATION 1 01 ,,, DOUBLE CHECK INSTALLATION i BF 102 j <i=p zrz Tualatin Valley Water District .../ \... \. } TualatinValley Water District 16802 - C5.2 DETAILS 2 I.L.1.?-0WW SHEET C5.2 EU)0_D X • _.... i' \ i `\ W (HORIZONTAL) VOLUME OF THRUST BLOCK -.41 48" r,., UTILITY VAULT 4242 LA D BEARING AREA OF THRUST BLOCKS IN SQ FT IN CU YDS(VERTICAL) W/4242-T 24X36P STEEL DOOR 36" " OR EQUAL - 10'- 0" FITTING TEE 90° BEND 45° 22 1/2° 11 1/4° FITTING BEND ANGLE CONCRETE PAD RIGHT OF WAY SIZE BEND BEND BEND SIZE 45° 22.5° 11.25° �"f•---- ,�..-....... __ 4 1.3 1.8 1.0 1.0 1.0 4 1 1 0.4 0.2 EASEMENT - 6 2.8 4.0 2.2 1.1 1.0 6 2.7 1.0 0.4 1 _ - - - 1 a I 3'-6" 8 5.0 7.1 3.8 2.0 1.0 8 4.0 1.5 0.6 12 11.3 16.0 8.7 4.4 2.2 12 8.5 3.2 1.3 I I Y I 16 20.1 28.4 15.4 7.8 3.9 16 14.8 5.6 2.3 I I 36" 48" II I �� t m 1 I 20 31.1 44.4 24.0 12.3 6.2 v ix c.) N ►J J 2'-9 " 24 45.2 64.0 34.6 17.7 8.9 I ntl'F,_!l':a►t/�>! !!:_q I I will kliieriammAraqii,Ti imp 0is0L.. _ _ _ _ _J 1 VALUES BASED ONPSI JJJ WATERRPRESSUREE AND 2000 PSF SOIL BEARING CAPACITY 1 z PROPERTY LINE I1 \ ' 0 En ,� w 1 Nii .+. ,., i PLANcc , SLOPE EARTH AWAY FROM 1 t*,-, lot a'� „ iiiiii-"\\*7 VAULT IN BERM AREA +I� � , �` REDUCED PRESSURE BACKFLOWPLANli' o `j PREVENTER ® •'• � '+* e ..: GAP ALL AIR V INS I-/• 0 �"` ...` ON RPB BEND TEE VERTICAL BEND \_ �.� o' LOCK N LOAD FITTING ROD -Irilr/QZ RETAINING WALL ,.y��. ._ .F .,.. } } SIZE SIZE EMBEDMENT -Q ,I,. r .. .,, .:. .. *, , A),,,,,,r 4"-12" #6 30" 32" .j,�a CONNECT AIR GAP /�" to Bain, . ' ' , it DRAIN INTO FLOOR 1 -„,.. °',,. t., �i:� +:� 14"-16" #8 36" j iiii DRAIN OR EXTEND •� r'� V.,:,.. , ! / == TO FACE OF WALL ,rs Z .0100111,111111111, .�.r- r,.� --::�:::::::3 ;� 12' v i■ (TOP OF 1ST ROW T Fail, .�; ‘111 _ OF PANELS) \,/>,, '.%2 ) NOTES: 1 1 BALL VALVE ■■ '--,%•!-.„..., ,�. g cn c� �i . • v' �` /�'� FINISH GRADE .a ' 4v • • . a• -- " -0 o �"�"'rR / a �+! o. • PENETRATE WALL °, E `.. � '*°� . w �- AT TOP OF 1ST Z c3 rn v. ccs DISTRICT INSTALLED CUSTOMER SIDE � � , 1)THRUST BLOCKING AT ALL TEES,BENDS AND -� O ev CL 0,,,,,_ /. ,' ENDS OF PIPING �� PRESSURE REDUCER ROW OF PANELS ,� CONCRETE PAD WITH STRAINER. WATTS 0 N ca E _ O rnM ..- 0 ' ' 2)CONCRETE BLOCKING TO BE POURED AGAINST LFU5B-Z3 OR EQUAL CURB . 3 o c� = O UNDISTURBED EARTH �- -0 a> ' 0 vi STRADDLE BLOCK 3)ALL CONCRETE TO BE CLASS 3000 _ �' ELEVATION SEE DETAIL No 200 ELEVATION Q at O - -'u) a I 4)INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEET NOTE: - a' AROUND FITTING.SECURE SHEET ENDS TO PREVENT o INFILTRATION OF DIRT BETWEEN SHEET AND PIPE DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE .--- \ - ci. to CL FITTING PRIOR TO POURING THRUST BLOCKING FREEZE PROTECTION, CLEARANCE FOR TESTING AND REPAIR 5)PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. BRASS 2" DRAIN w/TRACER FROM CONCRETE WITH TEMPOARY FORMS AND PLUGS TO BE INSTALLED IN TEST COCKS. ADEQUATE WIRE. SLOPE AWAY POLYETHENE SHEETING SEE NOTE No 3 DRAINAGE ALSO REQUIRED. FROM VAULT. DAYLIGHT aD PRQ�F I DETAIL No. `�,s AT WALL FACE. C3�.- ,AGI NE-E-4) ► 1-112" & 2" METER 1 DETAIL Na. �_ -- ----�-�. THRUST BLOCKING c� �, R 1 1/2 &2 REDUCED 14,758 DETAIL No. .\ w Tualatin Valley Water District j INSTALLATION J ` 702 Tualatin Valley Water District ` DETAILS ` 20 Tualatin Valley Water District PRESSURE BACKFLOW DEVICE `BF 302 fl y OREGON 4:b co TVWD DETAILED MODIFIED PER CITY -�,t- '?, 23. 4' OF TIGARD REQUIREMENTS ')Ffy A . ti\ EXPIRES: 12 j31/201 6 CI rei 29" ..ANIN 4,4,1:,0•:•. , :;c" ill _.4.,----...w...._,.,-.4.,,,,,.. ........,.•.. 0 1 M Ir BIKE PROOF, HEAVY \��`" tri o DUTY TRAFFIC GRATE v °° cz SUPPORTS AASHTO H25 LOADS N to O v) co Nt. GRATING Q to 0 OU T T NOTES: w �� w 24.. SQUARE LE p F) T"' BOX FABRICATED FROM c°o 10 GA. MATERIAL x PLAN VIEW 6-‘25 OUTLET w c.Li L22x2x z ¢ will SQUARE FRAME Z °D 71:1 j = U U Q i L J r 0 U 40.010S‘ z aUJ a to Z X - r w > 0 Lu ¢> Lil CO Allr": 0 m.• id / ` W Y cL 5 cv V CS Y 0 = U CI Q L CC 0- ca o � � w o SEDIMENT TRAP '� W >- IW/ HINGED LID w x 24" SQUARE Cr L ISOMETRIC SECTION D¢,. m SIDE VIEW 60 > BAR IS ONE INCH ON PLOT DATE: ORIGINAL DRAWING`y"�E5F STATE APPROVED - ASPHALT DIPPED 1" ©ci aw c 0 5/10/16 co wc,> DESIGNED BY: CHECKED BY: ca--cow 1 24" SQUARE - 6"0 OUTLET /a5 ' GAAR BDL � � STORM WATER CATCH BASIN DWG # \--,z i PROJ. MAN. DOUG P. DWN. PAUL G. SCALE NONE JOB NUMBER in<x Gibson Steel Basins ..C j SINCE 2972 DATE: JAN. 23, 06 MODEL: CO810-36148-6 �� 802 tl M w w Iii m w 247 Washington St. Eugene, Or. 97401 ph:(541) 687 - 8672 fax:344-0207 DWG NAME: 16802 - C5.3 DETAILS 3 ¢1=pz� z Joww SHEET C5.3 ¢_cnlr Lr.tncLnx DEVELOPER EROSION AND SEDIMENT CONTROL PLANS , ,....w d a RED ROCK BUSINESS ASSOCIATES, LLC 23077 SW NEWLAND RD. WILSONVILLE, OR., 97070 503 348-2237 PLANNING / ENGINEERING / SW DARTMOUTH ST. STANDARD EROSION AND SEDIMENT RATIONALE STATEMENT SURVEYING FIRM j CONT A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE MANUAL • _:� �. _V.... " ..T �. N NOTES;? k �y � ; ......dwy e. ai .:-kcx� a�acc•: w E ;.:: �"s "..+ �p4 `.+. �,,..PACE ENGINEERS, INC. i i L APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES (FOR EXAMPLE, TEMPORARY AND PERMANENT HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE BELOW LISTED BMP's A '.r ks� fia � i _- x Si � i� rY '��/ r CONTACT: ANDREW REITER, P.E., P.L.S. Ik= SEEDING, OR MULCHING) IMMEDIATELY ON ALL DISTURBED AREAS AS WORK IS COMPLETED. (SCH A 8.c.ii.(2)) WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECAVELY MANAGE EROSION PREVENTION AND SEDIMENT 5000 MEADOWS ROAD, SUITE 345 z f.-..•-.- ;; _ L, 'I1 3 � / ' 2. AVOID OR MINIMIZE EXCAVATION AND BARE GROUND AC11VI11ES DURING WET WEATHER. (SCH 7.a.i.) CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS INCLUDING SOIL CONDITIONS TOPOGRAPHIC LAKE OSWEGO, i s FOR 970351 k ' f, a; 3. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. IT IS CONSTRAINTS, ACCESSIBILITY TD THE SITE; AND OTHER RELATED CtkVDfTION� AS THE PROSECT PROGRESSES AND THERE PHONE: 503-597-3222 .m ' ' ' k� x THE OWNER/OPERATORS RESPDNSIBILITY TO INSURE THAT SAILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES„ ' ' `' n' �° - lS A NEED TO REVISE INE ESC PLAN, AN ACTION PLAN HILL BE SUBMITTED. 3 ,to.,,,, Y i t•k FAX 503-597-7655 Q '; I r 01:3,..,„._03 . , :.� OF THE YEAR. (SCH A.7.b.) Z f x '? L ti' ' ` I r € v I n ' 0 ' '' P-' 4. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS SEDIMENT _ k 1� !�M A.a xa,a^'�1� . €l 4 -3 i • ,A 4 I ._w.:. N '"X �' „, € 'z I BASINS, TRAPS, AND BARRIERS (SCH A 8.c.1(5)) PRIOR TO LAND DISTURBING ACTIVITIES. 1N111AL NARRATIVE DESCRIPTIONS � � - - �. ._._.._. _..... ...-._.. ...-... � � E ��TM��g� - Ma ra. 5. PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICAL. (SCH A 7 b.iii.(1)) o CO �� k � '� ' ` � I � �, � � t I :r �1 6. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF En I PROJECT LOCATION: 5 EXISTING SITE CONDITIONS I1 1 441_ .k..i2 ..;F q¢ EXPOSED AREAS IS ESTABLISHED. (SCH A 7.b.11(2)) w ,S�n,a.,---1 :. .3..}ly5p, t3:, R:� k I w 7. CONTROL SEDIMENT ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT 12625 SW 70TH AVE cc * UNDEVELOPED PARCEL DRAINING TO ENHANCED WETLAND AND THEN INTO E z "` ` ' : ALL TIMES DURING CONSTRUCTION. (SCH A 7.d.i) TIGARD, OR CULVERT CROSSING UNDER SW 72ND AVE. ti " a k ' 1- ��\ ( 8. KEEP EROSION AND SEDIMENT CONTROL MEASURES IN PLACE FOR THE DURATION OF TCONSTRUC11ON, INCLUDING WASHINGTON COUNTY, OREGON 97005 � ,r ., , .,.a wm '� - I PROTECTION FOR ACTIVE STORM DRAIN INLETS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. (SCH DEVELOPED CONDITIONS ._ . '-_ {` - i A S.c.ii.(3)) LATITUDE 45' 25' 58.88" N, LONGITUDE 122' 44' 59.69" W s 6f 4 taF WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. �;� ._ �� � �. ui (SCH A 7.D.1i.(3)) * COMMERCIAL BUILDING SITE AND ACCOMPANYING PARKING 1 _ ., t t r. - \ 4 I '"� 10. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE PROPERTY DESCRIPTION: 'ti ' I = IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE +- TAX LOTS 300 & 3100 OF TAX MAP 2S 1 01AB WM, WASHINGTON COUNTY, OREGON m' PHASE III NATURE OF CONSTRUCTION ACTIVITY - ` • .Y I ,� WATERS. (SCH A 7.E.fl. 2)) 1 IAF & ESTIMATED TIME TABLE I ) n� ! 11. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, En ›. EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, 1 s ..:%, ` 1 k REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, * OFFSITE MITIGATION HITEON CREEK (2007) COMPLETE y; I TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCH A 7.E.III ) Lo cou" * EROSION CONTROL AND CLEARING (JUNE - JULY 2016) t I A I s\: 12. USE BMPS TO PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED TO POLLUTANTS FROM SPILLS: VEHICLE a r, "-' * GRADING JUNE - JULY 2016 `# T AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND ire 'r? c' c ) SW ELMHURST ST. _ ;,, ,� , , BMP MATRIX FOR CONSTRUCTION PHASES M * UTILITY INSTALLATION (JULY -- AUGUST 2016) -;.4.w.;;;;;;4: WASTE HANDUNG ACTIVITIES. (SCH A 7.E.1. (2)) o E CO * FINAL STABILIZATION AND CLEAN UP (OCTOBER 2016) - - - _ %i��:'7. ... J -. 13. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVE THE SITE MUST BE CLEANED UP WITHIN 24 HOURS, PLACED o a ----- 74: za; BACK ON THE SITE AND STABILIZED, OR DISPOSED OF PROPERLY. IN ADDITION, THE SOURCE(S) OF THE m 0 (-NI - TOTAL DISTURBED AREA = 1.66 ACRES . Y: SEDIMENT MUST BE CONTROLLED TO PREVENT CONTINUED DISCHARGE WITHIN 24 HOURS. ANY IN-STREAM REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF _ M CLEANUP OF SEDIMENT MUST BE PERFORMED ACCORDING TO REQUIREMENTS AND 'TIMELINES SET BY THE OREGON 2 a a) r--: S SITE SOIL CLASSIFICATION: DEPARTMENT OF STATE LANDS. (SCH A 9.BJ.) AVAILABLE BMP'S. M SITE M 14. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS OR DRAINAGE WAYS. VACUUMING OR DRY o - SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCH A 9.6.11.) MASS UTILITY STREET FINAL WET WEATHER �n CO! C> CO(1)6 456&C WOODBURN SILT LOAMZ 68% TYPE C, COVE SILTY CLAY 17.5% AND 15. IF FERTILIZERS ARE USED TO ESTABLISH VEGETATION, THE APPLICATION RATES MUST FOLLOW MANUFACTURE'S (OCT. 1 - HUBERLY SILT LOAM 14.5 MA TYPED NOT TO SCALE GUIDELINES AND THE APPLICATION MUST BE DONE IN SUCH A WAY TO MINIMIZE DISCHARGE OF NUTRIENTS TO CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION MAY 31ST) SURFACE WATERS. (SCH A 9.6.111.) EROSION PREVENTION N/A ON-SITE SOILS HAVE MODERATE TO HIGH EROSION POTENTIAL. ALL FILL 16. SEDIMENT FENCE; REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE - PRQc- HEIGHT. (SCH A 9.C.I.) PRESERVE NATURAL VEGETATION X .,c' v\OI NE£ (BASEROCK) MATERIAL SHALL BE IMPORTED GRANULAR FILL. 17. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH GROUND COVER X X �`' '� ssw� 14,758 RECEIVING WATER BODIES: ABOVE GROUND HEIGHT. {SCH A 9.C.11.) HYDRAULIC APPLICATIONS X X 18. CATCH BASINS: CLEAN BEFORE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. (SCH A PLASTIC SHEETING X O y OREGON „io RED ROCK CREEK W 9.C.III.) MATTING Y '' - 19. SEDIMENT BASINS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY 'PO 4'�" 23' 'S" ri DUST CONTROL X X X X 'Q 6,� ? SW BAYLOR ST PERCENT. (SCH A.9.C.IV.) A A . R 3 C TEMPORARY/PERMANENT SEEDING X X 0 20. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) EXPIRES: 12/31/2016 m FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN BUFFER ZONE W W (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE OTHER: I- SW CLINTON ST_ DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SEDIMENT CONTROL O N PERMITTEE'S SITE INSPECTORS SITE SYSTEM. THE PLAN MUST BE APPROVED BEFORE OPERATING THE TREATMENT SYSTEM. THE TREATMENT SYSTEM ** 0 N PACE ENGINEERS, INC. SWDART MUST BE OPERATED AND MAINTAINED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCH A 9.D.) SEDIMENT FENCE (PERIMETER) X X X X �'°U7Hsr �/ SEDIMENT FENCE(INTERIOR) w M 5000 MEADOWS ROAD, SUITE 345 21. WATER DR USE A SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN I- o I LAKE OSWEGO, OR 97035 CITY OF TIGARD r SOIL (SCH A 7.B.IL) STRAW WATTLES W v rn PH 503-597-3222 WASHINGTON COUNTY / 22. PREVENT TRACKING OF SEDIMENT ONTO PUBUC OR PRIVATE ROADS USING APPROPRIATE BMPS. (SCH A 7.D.II.(1)) _ FX 503-597-7655 OREGON / 9 23. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES 1 o ANDREW REITER, PE, PLS SW ELMHURST ST OF PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCH A 8.A.) �` I FILTER BERM W cv x andyrOpaceengrs.com 24. ESTABUSH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE - CIC I- co o PE, 30YRS EC PLAN PREPARATION, 217 WORK. (SCH A 8.C.I.(6)) INLET PROTECTION **X x X x x FIELD INSPECTION AND PERMIT >. Q a 25. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCH A 8.0.1(7)) DEWATERING 0 I d COMPLIANCE _ _ _ SEDIMENT TRAP Z o o ,- 26. INSTALL ADDITIONAL CONTROL MEASURES AS WORK PROGRESSES AS NEEDED. (SCH A 8.C.11)) (J w a ^ � ci 27. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS OTHER: v W _ FROM BECOMING A SOURCE OF EROSION. (SCH A 8.C.II.(D)) RUN OFF CONTROL p / W INSPECTION FREQUENCY SW BEVELAND ST 28. AT THE TIME OF FINAL STABILIZATION PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED 0 0 7) AREAS. (SCH A 8.C.JII.(1)) CONSTRUCTION ENTRANCE **X X X X CV z x SITE CONDITION MINIMUM FREQUENCY 29. AT THE TIME OF FINAL STABIUZATION REMOVE AND PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, PIPE SLOPE DRAIN R" w w - INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. (SCH A B.C.III(2)) OUTLET PROTECTION Z (n SW HAMPTON ST 30. AT THE TIME OF FINAL STABILIZATION REMOVE ALL TEMPORARY CONTROL MEASURES AS AREAS ARE STABILIZED, SURFACE ROUGHENING d 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, NOT TO SCALE Z 00 UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCH 8.C.III.(3)) CHECK DAMS W INCLUDING RUNOFF FROM SNOWMENT .. > IS OCCURRING. OTHER: v cn -2. PRIOR TO SITE BECOMING ONCE TO ENSURE THAT EROSION AND VICINITY MAP LOCAL AGENCY-SPECIFIC EROSION POLLUTION PREVENTION U INACTIVE OR IN ANTICIPATION SEDIMENT CONTROL MEASURES ARE IN PROPER SIGNAGE X X X X X I OF SITE INACCSSIBIUTY WORKING ORDER. ANY NECESSARY NOT TO SCALE MAINTENANCE AND REPAIR MUST BE MADE CONTROL NOTES: HAZ WASTE MGMT X X XWPRIOR TO SEAVING THE SITE. SPILL KIT ON-SITE X X X X X 15 m 0I 3. INACTIVE PERIODS GREATER ONCE EVERY TWO (2) WEEKS. 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL CONCRETE WASHOUT AREA X Z > w THAN SEVEN (7) CONSECUTIVE EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. OTHER: Z 0 CALENDAR DAYS 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING OMITS, VEGETATED BUFFERS, U W w m AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN NE FIELD. DURING NE Cr 4. PERIODS DURING WHICH IF PRACTICAL, INSPECTIONS MUST CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND TH . TH E CLEARING LIMITS. OWNER/PERMITTEE _ 0 1 S THE SITE INCACCESSIBLE DUE OCCUR DAILY AT A RELEVAN AND TO INCLEMENT WEATHER ACCESSIBLE DISCHARGE POINT OR MUST MAINTAIN THE DEUNEATTON FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE 0 < C U I� DOWNSTREAM LOCATION DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL Ce o ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. ce ¢ 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP's THAT MUST BE INSTALLED ARE A GRAVEL O. _6 ' o a, HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMP's MUST BE I- Ca re a INCLUDES THE EC INSPECTOR. MAINTAINED FOR THE DURATION OF THE PROJECT. Sheet List Ta b I e 12 0 0 C w a x ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE Li-m i,i REQUIREMENTS. TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. =d a 5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY Sheet Sheet Title INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT o 12 d m VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP i.e. (FILTER BAG). Number I o in REQUIREMENTS. 6. THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY BAR I I ONE INCH ON PLOT DATE: ORIGINAL DRAWING c�`-ciwv=i CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, G6.0 1200C COVER SHEET ON-SITE _ r 5/10/16 � -rGJo FORM OF AN ACTION PLAN. ROADWAY, OR OTHER PROPERTIES. C6.1 GRADING & EROSION CONTROL ON-SITE DESIGNED BY: CHECKED BY: ° e 1 ATTENTION EXCAVATORS:N � 7. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. AAR BDL c° Was OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY C6.2 EROSION CONTROL DETAILS ON-SITE ifla�t° NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL �'''o,a 1:::) APPLICABLE LOCAL, STATE, AND FEDERAL EROSION CONTROL REGULATIONS. CHANGES TO THE APPROVED ESC C6.2 EROSION CONTROL DETAILS ON-SITE JOB NUMBER a.oLo<x THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM „w „tU THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT PLAN MUST BE SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ PER THE 1200 C PERMIT. 1QSO2 w w a J COMPUANCE WITH THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT 8. 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CREEPING RED FESCUE (20% BY WEIGHT) ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. Z 0 Efi B. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) EROSION AND SEDIMENT CONTROL DIA IMPLEMENTATION: II SILT FENCE INSTALLED DURING . i. 1 _..1 1. ANNUAL RYEGRASS (40% BY WEIGHT) 9. THACETIVUEBEINLOEFTSAPTPOROSvETODRMINLEWATTEPRROSTEYSGTETI 11 Si El -....______......._„., TEMPORARY CULVERT 0 5 MONS SMHEAALSLURBEES PROTECTED LTEICNTELEDT THROUGH CONSTRUCTION ClaEl m 2. TURF-TYPE FESCUE (60% BY WEIGHT) 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIA:TDELAcE, Ili 0 >1 MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BER To Ci) PROTECTIONA S NEEDED. FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIO • 0 0 00 CONSTRUCTION FENCE 48" ORANGE C.) < d w 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK OR APPROVED EQUAL 0 I ct , v) < 1 0. TRsAATuNRspAcTERDTEmDAITNERINIAALTEsRTH_TIAGTHATRTRE uHcAKusLETD00EFLFI-misNITAE MsUpSITLLBAEGE oF ..!,:c.0. ..4-„_4-.1 OUTLET PROTECTION < z OTHER APPROVED IMPLEMENTS. SURFACE RO-UGHENING IMPROVES SEED SEDIMENT AND SEDIMENT-LADEN WATER. COMMENCEMENT OF CONSTRUCTION ACTIVITIES. sz-f. f.z.,..1(Pzd. ------`-` ix a. 0 a. BEDDING AND REDUCES RUN-OFF VELOCITY. 2. Y 0AFTER"STRIPPING GOIA STOCKPILEPLETIONOF MITIGATION AREA" SHALL AREABERESTOREDGRADIN G. TEOXCOERBI GB I NBATRL I PGPRIONUGNBD TO CI , o 3. LONG TERM SLOPE STABILIZANTITONvEMGEEATSAUTIRvEESGS0HwALRL viINACLBUEDEEDINTHGEwnli 11. TRANUGAKRBEAINSHAALLLODBAETIOPNROTHVIDAETD DOESFORTHNOET WASHINGpR0vi.E ORULITN-OOFFFCOTHNCARTETEGAN AREA OF INLET PROTECTION W oc ESTABLISHMENT OF PERMANENT ca APPROVED MIX AND APPUCATION RATE. BE DISPOSED OF OFFSITE AT APPROVED DISPOSAL SITE. Lt , Li ENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN ce BNEOGTOBNEDACROYNSMTREAUSCUTEREDB GREATERTHANTHBEARNMB50;RFRTEOMMPAONRYARDYISCBEHTAThRGINEGPPOIITNBT, "NSATLAGGIRNoGuANNDDAEFQTEURIPMCEONMTPLSETTIOORNAGOEF AREA SHALL BE RESTORED TO EXISTING 1 FT CONTOURS , 1 >,- 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:W00CDOVEGHRIPINBG, OR 3. OTHREIGI ..‘41.,,,fraiffSWSvPaii -----n --- EXISTING 5 FT CONTOURS oeWASH-OUTCLEANED SHALLWHENIT BREEALGOHCEABTE5D0% oF WITHIN THSIX CAPACITY.F EFT0 F 1.1.. EXPOSED SOIL WITH PLASTIC SHEETING, STRAW #41A-.41,-A..4,,,.. •-.istei, m OTHER APPROVED MEASURES. 1411141100; Aiwa CONSTRUCTION ENTRANCE BAR IS ONE INCH ON PLOT DATE: CD< MTRAUYCKBEARCCEQESUSIREADN.DTHBEE CLEA 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE 1414.-'14 -Ht114A4.10r ORIGINAL DRAWING ° 0 N SINHSOTmALLEODN IMTHMEEBDEIATEPLLAYNBF.OLLOWING ESTABLISHMENT OF FINISHED GRADE AS to411:-; aillPSOPS to, 214 PROPOSED 1 FT CONTOURS 0 N< 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE P.LACED IN A STABLE LOCATION 12. TRANSFERRED DROTMO ETHXPEOBSTEODRAMGGWRAETEGARTEBYCBOTENMC.REBTEwEESPHIANLGLB NOTBE .411-tiv.,•-•. -istz:is rt (o AND CONFIGURATION. DURING "WET WEATHETRR APWERIMULCH.ODS, SSTEODCIKMPEINLETSFSENHCAELLIS UP AND DISPOSED IN THE TRASH. PROPOSED 5 FT CONTOURS DESIGNED BY: CHECKED BY: 215 I ow) BE PICKED .. ce AAR BDL csi,(5w,_ BE COVERED WITH PLASTIC SHEETING OR STRAW 5. BEIN PLACE OVER sATLALBE(zpAc-, 21 ND siittrFE3zsY on .7..&LEitii[ INI MATTING" SHALL 0.-,--,- REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. co to E,[13 13. IANVTOOIDTHPEAVIBNTOGRIMN WATER RWEBAYTBHTEERK.WHEN PAVING CHEMICALS CAN RUN-OFF 1112 %113I SWALE PROTECTION, BIOBAG OR IM JOB NUMBER WADDLES 16802 6. EXPOSED CUT OR FILL AREAS SHALL BE STE;p1ILZ0ENDTRTH0L.ROBULGAFNIKTEHT USE OF TEMPORARY SEEDING AND MULCHING, 6. TF,FFIor.(1.)gx„THwEATSTRF.A.,,,,,,,ArryTERs,,,,,, ...ifEEKIEFs(r..,)Ncs,,T,, ,,il -fGEDANADNDBITIE.ANPDAS‘nCNIikE.ED 0-04- DWG NAME: MATS, MID-SLOPE SEDIMENT FENCES (E)177ATTLES OR OTHER APPROPRIATE 14. PURSEEvEBNMTPsRuSNU-CHOFAFSFRCOHMECKR-EADCAHMINS,G BDEIRBMCHS,ARAGNED POINTS. .PROTECTION TO .s ."....z 4k MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE' ADDITIONAL EROSION 7. ACTIVITIES. 7. SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING , 16802 - C6.1 GRADING EC CONTROL MEASURES. /0/7 TEMPORARY SLOPE STABIUZATION Li ili cia‘L.165 / MEASURES C6.1 15. ACOp pVELyIR NCGATBCEHALBADSOIANTS,, TMANHOLES,, AENTDG. OTHER EPRR PREVENT TARGE INTRODUCINGPOINTSWHENNBE / / /.../ SHEET 2 ----'71 ' 7. AREAS SUBJECT TO WIND EROSION SHALL USE FAINPEPRSOPPRRAIYATEOFDWUASTTERC,ONTROL MEASURES INCLUDING THE APPLICATION OF A z , z MATERIALS TO 'THE STORM WATER SYSTEM. (u ,c15ffiLuti PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. (1.-(r)0..ox,. W a 0000 It MAY BE USED SHORT TERM -LP ° _-- z 1110ANGLE FILTER FABRIC w/ UTILITY WORK AND W/' .1..-m___t.....:,==,• 0 o,. -in- ....B- "i--'' a ix Li I- z PHASING OF DEVELOPMENT - WSW. l'-`,, C''`A in H ...,...‘-s s Y.-• ti,. ... ,„ ri_ < . so. FENCE TO ASSURE SOIL IS TRAPPED 4,11,36.wiemenessl:o. a- > 11---- A a-6 ,c, tg' :. !.-:4•• 4/4/.* a:H:11:mm. ------7----- -1.1'4:um:: < < U)LJ ,.:(\‘'‘C' O- ei 0,1,ye, • i _ , t Issos41 1,sigistm'' F- d' i i I ;4,7:jai:hi, li I milliviali "MI? --- < Li a_ 1-- c • • • FLOW 43::rata inl; 1 ;i1:..wilici,'; 0 Mint %qui - --,.. -4 • "r• ..*.• ..••O.':A•''S.-•'''• it.•-• -----.0.- 11410119) I VS IA. derogi4, Hill - 110016111 C1G LIJ 0..I. l''2..:14--.6.I.'1.4 1. --..J•it•:*''';.1..-.."4'.. . • risimillIv, 1111611/1111 I 1II ImlitP liNkiffilif+ 19411111 1 TYYTY ill t.,_ 1 , \ \ \ 4010" i Iligiiititi I 3 a" 4,11.1,611t ,,..„...,.,,,„ --._T, ;1,riltmaty:, ' .1 i , _ ...,, :i LL D D fro.00 . .11':..,.: 'P.; ".V4'"::-::'."-.6,-:•pr... "Ii:-: V: . .41.1.•....s.....:p.•. B 1.4"00;000pros Us mi I willow, irnmsihip, I:vomit it4111B+1"1 /11141,13B raI'lliht 1/,- -i,:iaaagettiVe,-...r;.-s-- al!.f.-2-7.--.7.711144:14=1 ill 'i-•" 1---.1 • • , • ! T Y 1111,1111547 - m c) Ld oc-3 ua < LI_ .• :j. ...• • •...1! . . • "I .. ....4 bil!MU !:1;r;!1.111 litiAgtilliiiii - , 3 s A X D RADIUS = 25' MIN. INTERLOCKED '-f:4".%- -14 iiiiii.-17.-:-7-14.‘;, ....1,-41.-.14-.-e•r=f-ii i 4111.i 4 , -IL o 1- -in S' (7) .....,,Ir.4 fo.•#• • •k, - 0.1- VAT! ,.:•-1:11.1.-.2ttiF - fir CY ' ' • ''' 2"x 2" POSTS LJ CLEAN PIT RUN OR 3"- 8" CLEAN ROCK "'0°' n+.10;Ni .41.5,SS 99..- ..,5I NIS AND ATTACH P LA N VIEW i4.i3-4,..-.:-. ..,....,,,,,,e.iassE -7_111E4 •••,..vastm4=-7a0inic-.1.-.1SEczkw...-.3-s••/1., 0: i CU< 0 CC 0 •• vj 1..1.1 stOCVt.ei NTS 41111 6 0" em. AREA DRAIN . ,vl. ,,,L-1 ir w SUBGRADE REINFORCEMENT *Crel..* 4r A Ch GEOTEXTILE. AS REQUIRED 1.9'‘'. CATCH BASIN Oi;4'A 1,..< LL-1 0 1,1 0 0 1-1-1 _J in Z • (Y ._. <0 X <0 8" MIN, USE STITCHED LOOPS ,.C), .. - 0 (n , LU >I- II -c. 0t 3. Pu OpSHTILS L..TsO1E)EBEoFINSsTLAoLpLEE.D ON •i -i-DNIlMTlC-tH Bit-OT T -OM-- 'I.q1I.1-"I1.12..1"11 'O-l-in IV1.11I3lthIaiSplliii11 dL-1 f, x $1 * ZDEPTH 3minimum .1 OVER 2"x 2" POSTS NOTES: c „ 0 *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL from toe slope. 1. BURYB°ITOMOFFILERFABRIC6FLOW _ wRTCA-LZ BELOWANisHEDGRA0; GRAVEL CONSTRUCTION CURB RAMP 40 b 2. 2"x2FIPINEOR STEEL -ENTRANCE - FENCEPOSTS 001ii cTi - ULECLSI ,0 e! -w- •= . :. ", IIIII PAvEt•AENT infiltrfflfilt 0 z 1.-- •=c z ,_..., __ _ if fcrr 7 IF--›(.0 ill9 ' ' tains 1111 A lir41111111111.11C ! .- ._.„..., *..aai.tell Lill.fIlli.,,,, 0 NI -- t.4 •e--0,11 L j _ 1- '1 6, ' 4' 4 ' .4 : :.i INIIIIIIMI .*47144 1 Ir-WO. ',,, N 4. COMPACT BOTH SIDES OF FILTER FABRIC %; I 111.11,1It _____ i 7 ,r4 .. Ltj- z ,,,X7 V./. `.' • ‘ ,, , ,.; • „ - - - - - - • , 5. PANELS MUST BE PLACED 7. 4.:-__". •• . •6., \ V> ..'' ' ' . .. ' ° " ''. 't " firm 1E11111% 1_, 0 Cr) 0. ce 0 Li c,0 ,K\ /' ,\ / ', ..'-1 . . , ' ' , ''' '');\ • PROFILE ACCORDING TO SPACING ON DETAIL NO.940 DITCH INLET PLAN VIEW DIRUILIIIII tailitirta -t Y r, z -,---- Si 1--. D ,-I-- 1.-_I,-Lr)LA (f) Z M 1.--'W F- Z. 3!ttfalliii1114 ,I . Z 01.10i- lit.L1 NTS I pPligati l!' :_J,-: ----------`t 1--j IC) 0 '.- <LJ 0.7t< ,41.1...ver; '2" --, .,,, ._ Z -7= irk- C,i 0 NOTES: o z< 1.--•••o_u_< . , I 4 1 < 0 o 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF • , 4.41,..., ,' -,,, • .••••••••4%•••••• • 6" overlap of bags. OH i. • •.:144, .,••44 44• 04 . t..••v.. •‘••Aft 1 I. • NOTES: __1'. SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN '.. 4%********:** *Iv st•S***eSASX:***** ' 4 • FILTER FABRIC MATERIAL bJ X I 0 0 LA 0(/) ,LI a (1) C0 0 'I.. 11 Vi.••4:10. 4 , 4644:4$074:4•40 • 1. ADDITIONAL MEASURES MUST BE Ilk * - 1,-1 1-J rh D a OUT OF ANY MEASURES USED TO TRAP SEDIMENT. :. co • 04.. " •••••••••+•• •••• „tit 36" WIDE ROLLS 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. I , S, dit..),4*• • • • • • *AA,. 1 44•00:4:4104 e40 a..40:.41.11/4:A **:44 . CONSIDERED DEPENDING ON SOIL _i . a ..- 5,- H o-a-' 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABIUZED WITH CRUSHED STONE - "Cy 84 Roll 0.1...MIlk. : ::::„..tESZ, Alk TYPES. LI ft os< (r) ,... uj Ct LI) >.• I-0 CD THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. b N-$440s• .4.4:::. oeiw:4+444,X . ___,ul , ° -)°I-- 'A' ., r,--*, -i-d,1--.E:3,n . L. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION I All 0+0.4%.:•49A:14$0.11 444.•'04{$$$$C 4 >-- )..--' -r , ... ...9ff4 ' 02_ ,x 0 Li..5 -,-).L.,.,.., Lo (0 = LL, ,_. .....„,_0 z . Lo .3zL, 1/) /),,,, ...:2_ r....., cl.) cr) ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED 2. BIO-FILTER BAGS SHOULD BE z La •--, -••••• -,..„, -, "-,-.4,-• irj 1...,J (NI < .5 0 0,„I I-0_ 0C >, I's I . Ntgitire&e' ;.. - -40. . -,-.-aape;)47,0, 5----v) -'''''3 ''',. -9-<- cr cc ci Liu Zz-F=L-131c2<° FILTERING SYSTEM. , (o .40iir „AA. STAKED WHERE APPLICABLE USING 4)e A g a) a) - b._< 1,1 0 L,j a- 1.,-_ 2 W. 5. DIMENSIONS io j (', ti _i Go c ;-!,... / - 1 c"'" SINGLE FAMILY _I I I I I (2) 1"x2 WOODEN STAKES OR . cLI--`-'uu 0<„-'- <-ziz 0 - - APPROVED EQUAL PER BAG. < 0 i_d t....J1.---Omo 00 0›---1-- Lu _1 20' LONG BY 20' WIDE 8" DEEP OF Y4" MINUS CLEAN ROCK. 1 # U U FOR FURTHER INFORMATION uJ z a. i-LJui<vii< < COMMERCIAL 6.MAXIMUM SPACING a) ,.....: - x 0 ceoc_)00 - ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION < H" ___J ec-- -zmz - a, o 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION CHAPTER 4 OF CLEAN WATER 3. WHEN USING 30" BIO-BAGS TO ON DESIGN CRITERIA SEE I _ - 1- u) uiD>.,_,E _ LAD ti) IX C cy - GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE FRONIT MEW SERVICES EROSION PREVENTION PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER < Li < -..1 co • uoot-co 1 L...1 -1,, .13_11.UCC=<(-4Ce•-, Ci)WfX0_-)L.L. -Li_C) C• C/) oC•••i CO E PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER AND SEDIMENT CONTROLSERVICES EROSION PREVENTION •••• -..ge--- < L) La ri 0 (NI = a SERVICES EROSION PREVENTION NTS . PLANNING AND DESIGN MANUAL. HAVE 4 BAGS AND THEY SHALL BE AND SEDIMENT CONTROL In 0 w < 1- o 5. 0 c3)cr) -. O AND SEDIMENT CONTROL OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. a (r) a.,(..9 z.-- c\1!,-) ,i-in I ce 1:=1 a> r...: t, 6 (13„, PLANNING AND DESIGN MANUAL c .,,, to Lo -•-• V1 . 2 0 cej (13 @ CONSTRUCTION ENTRANCE INLET PROTECTION ir" - - _..\?"- cS' (-I "' . .. 8 CleanWateServices SEDIMENT FENCE aeanWateriv-Services TYPE 4 aeanWiter Services I WA j-_ QL A_ITY SWAL_ CIeanWdter Services i.r> _J Ci. 0 0- commitment is clear. ur commitment is clear. Detail Drawing 855 REVISED 12-06 Our commitment is clear. DRAWING NO. 875 REVISED 12-06 ur commitment is clear. Our commi DRAWING NO. 915 REVISED 12-06 I DRAWING NO. 700 REVISED 12-06 OI 4:65) PROpp. 4, et 14,758 7 OREGON 0) 2 20 e 23, "Piq„ -n' A . ____________________ EXPIRES: 12/31/2016 0 CD * * Protected ...-41".s. p .._ ,,,, .-4 ,,„ , /\\/ , ,, fr c:) RIPRAP: O ,..0. \ 13 .4.• /\•\ U..1 0 ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. Natural Area .://,\ ;\4:.,,,,,,,,x....,.,/,‘ tio stet titstKeb soli or reselessoloo. \,,//\/ / A /\, \ , / / ••• \ • .../ \. 0.?..11M c,,Kt vit....; _I CV *THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. y iv...Protects water cutout* \ \i,, ,z.,,a,..., \ - 1130%14•4 111.11r.96,desioto.trossi wok weptch•tiew•••rsaystimat / / \/X/ 0 •ROUNDED ROCK WILL NOT BE ACC.EPTED UNLESS APPROVED BY THE DISTRICT. Sim mietrict,4 b.tilim WOW \ - e" \ \ '\ I k / , a••• •Itirir I....... ..** *S. ' '. •(°' ..? 40•.• :IV.. ' Ill '• ''' CUMWAtet * ' „Servs...vs LONGITUDINAL ANCHOR TRENCH TERMINAL SLOPE AND CHANNEL :A••41 t t:•t.1. :4' 07_ . Z "--, cV RIPRAP INSTALLATION: •••;!.°C."°.•"' 0 ANCHOR TRENCH 0 mast tomasott iv 41111*/ felt. •11 ......•..A.• DO ill EXC.AVATE BELOW FINISH GRADE TO DEPTH&DIMENSIONS SHOWN ON APPROVED PLANS. •••,..e.,••••,,,,..s..1•••..,, ,soLtobje.*•• C...) (f) -.-I CO . , , -If -kiF 4 1.••A41 4i.p .0111.v2•*4.1to.....=.,...- .•r= s-1-414.:6 I kt• • '7.--e1S-:::-.74! .-:, •INSTALL WOVEN GEOTEXTILE FABRIC i - - 4 Titt 400,, .:--mt..-•... ••_._41. • _ _ _z .,,-_-=,,itivt„„,0 x.•00,1to• -..:,..--• Z < 4111 /F- "-.t 1.".-'• E----='...1?Ai".t.ttlEl• 0 ,_ ,l- •PLACE RIP RAP TO FINISH GRADE 9 (r r.,.....- -..,..-.,at..:;..:,-,-....-„F.4 , a...., ,..-..-.--... ../ ---- V)l 41 Li 12*Xlir SIGNS SHALL BE RACED IN A MANNER AS TO CLEARLY IDENTIFYTFE SENSITIVE 4 4 STAKE AT JI.--5' ti.i.,.....,...::. a EN .. c = AREA AND VEGETATED CORRIDOR AS WELL AS AT ALL POWS OF ENTRY SUCH AS THE INTERVALS. /: 0 En BEGINNING OF PATHS.TRAIL HEADS AND ANY PLACE THAT THE PUBLIC MAYWANT OR BE 4 4 4 IDS OF BAGS OVERLAP rTYPICAL LIJ o ABLE TO ENTER AREA. P .100011"'r r ' -if Z •GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO 11-1E FOLLOWING 0.,----- . Fe" CLASS CLASS CLASS CLASS CLASS r _ s ,co .0-00 P LAN VI EW %..... -- LLI 50 100 200 700 2000 r rk to PERCENT V° r NTS z z WEIGHT OF ROCK(LBS) (BY WEIGHT) \ r'' e , .. *' '"•-..-'4r. \ w \/ •\ ‘‘. ./..0 50.30 10060 200-140 500- 7002000-1400 20 , ,, - ?••.#0--- e ///// < 30-15 60-25 140-80 500-200 1400-700 30 -0„..,. , -CHECK SLOT AT 25INTERVALS (-) 162 25-2 so-a 200-20 70040 40 ' e --- ,,/, ••• 1.• ...,/, ‘ O 2-0 2-0 8-0 20-0 40-0 10 Protected r ,/ / /7/\ ''11/'-.\,\/ ..:k*.. !) „f /5://'' ../... ISOMETRIC VIEW I-- 1 ‘'? BIOFILTER BAG o ,„ p,,.,, i Natural Area •' ,,,,- \/>\/.. / 1 ".----i .....?:. . ..,...v...,,,, Iii z ,,,,, ..„. •14...1 x-4-e4.-. -. Ei - -.-..00•‘••••44i, i4i1 •16.4 p.i„,,,,.4. - , 4 .•. ,....,..„„ It -.1 '•ty.t ...q..e. . ,40: 444444 ,,,.4%-,yA Ilr •1 1.-N i k, r ..,.00 -.4-- .ift.!.'I"Pinil ll .,...,sor••• • , , l " 5 4.4.- ........................... , k A ',/ /2>,. Z z co .. ••••••••••••••••sm. • .'• .. 4 tt, */ AO:A= 6," LIJ > CD 1 'Z •xitt,e.,..k, 11 -44 "Arm:"":"...,...„...___., ...4.,.. . ,_...,,., _. > CleartAirtra Serrictu ---•-•-•--• ...••-•. -t-- It (0) ..... Li j .................... / / /''!lk.' ,-''.; /' rm.. /1 /... ° ' -1A`72-A /;row..4.)// Ct w K PROFILE 1.1.1 Er) / • , \ , \ // \' NV x/ \ ..‘..„\, ,.\,\ „,, / 0 ' //,/ 6 // / ,/', 1 / /z, ,/,/ 0 < ci 4"K4I"SIGNS SHALL BE USED FOR AREAS WHERE A LARGE NUMBER OF SIGNS ARE NEEDED INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT 0 I W ! 0 . SUCH AS THE BACK OR SIDE YARDS ON EACH LOT ADJACENT TO THE SENSITIVE AREA OR I NOTE: 0 VEGETATED CORRIDOR IN NEW SUBDIVISIONS OF PARTITIONS. c.' CC EL 0 cc NOTES: 1. BIO BAGS ONLY REQUIRED WHEN i 1. CHFCK SLOTS TO RE CONSTRUCTED DISCHARGING SEDIMENT LADEN WATER. FOR FURTHER INFORMATION r= 0 -9 PER MANUFACTURERS SPECIFICATIONS. ON DESIGN CRITERIA SEE 2. STAKING OF BAGS REQUIRED CHAPTER 4 OF CLEAN WATER CI a: I 2. STAKING OR STAPLING LAYOUT PER WITH EITHER METHOD USING (2) SERVICES EROSION PREVENTION Lu MANUFACTURERS SPECIF/CA I IONS. AND SEDIMENT CONTROL >- 1"ic 2" WOOD STAKES OR APPROVED PLANNING AND DESIGN MANUAL Cr cc r2 CD FILE. BLNKTcHA EQUAL PER BAG. , 0< I OUTLET PROTECTION 0D in 3 W ,. , , ,,i -• ,,, k ' e '. , + VEGETATED CORRIDOR MATTING CHANNEL INSTALLATION CleanWater Services CleanWateServices RIP RAP aeanWal=ir-Services BAR IS ONE INCH ON PLOT DATE: 6 h SIGNAGE . CleanWaterServices DRAWING NO. 800 REVISED 12-06 Our commitment is clear. Our commitment it clear. I oil, c.1 Out cominitment is cleat. Detail Drawing 820 REVISED 12-06 ORIGINAL DRAWING - DRAWING NO. 790 REVISED 12-06 Chir sematitutont IR clear. 0 ----""--- - 1" 0 1-s-r-et• _ CO ft-% LTi ro DESIGNED BY: CHECKED BY: AAR BDL •••:,,,cv cs,i .-- ;-_-•-•..2....J.0 o) a.0 olx(0 JOB NUMBER .',....~...z I ti.In in<x 16802 Ili Cd iii ['Li DWG NAME: 16802 - C6.2 ECDTL Z WI-XL- C6.2 r_--I Li-V)Cl- X a11111=1111=111111M111111•11, SHEET _._ W I- CI FOR FURTHER INFORMATION 1'MIN. FOR FURTHER INFORMATION MATS BLANKETS SHOULD •t ON DESIGN CRITERIA SEE INTERCEPTOR DIKE ON DESIGN CRITERIA SEE BE INSTALLED VER77CALLY -V - CHAPTER 4 OF CLEAN WATER }l CHAPTER 4 OF CLEAN WATER DOWNSLOPE. SERVICES EROSION PREVENTION r fi 'RIP 411P AND SEDIMENTGONTROL �/'� ii , 9 \ SERVICES EROSION PREVENTION it STAIR STEPPING CUT SLOPES SO OVER 4,4r 4 4 0,+ PLANNING AND DESIGN MANUAL. ' N4;!L! 1 t UNDISTURBED ANQ SEDIMENT CONTROL - ^�~ END , FRSOPE�` : OIS AUGT €m� ,` i�''#"�.,>�r BY STEPS 7...._ � ��� •�.`'� . +.* a •. :k,. �../' ftkiiktr t.�.:} : t.,tiM' ,1 1"---1 1 •1 ".moi y> p law " j� g '� Na "� \ SCOUR HOLE %.'1,..'•-.:'.,,.'4,-'`:,.,"�;- o• %, a `�l I-I1 ! eA 4 rp ^(q re +'�•' 4�a��MMNM .� r k +Roti ,,: - ^ t ^•••^^1 L.... /\ '.,» +" 1=111= f FEE FF{fFk .+e•':P:r'ry aw #.Y �1,:,--.,,A •a?},•w ' 3 > ^^^^ .I^. ��Al �,w .A !11- i- _ I I ISI m1 11. 1 �. /�a; 111II-11I� r zti' ` r `` -r' .�Crrii . � (1 I=I 1 I1 11-[1 ISI 11-1 11 1 !I -1 'x..'':..''. • :p, ...a,:a ..........:......................---:--r------____...-- lig k..a pe� x. . �`yrt,..:, V� ..+.� (((i p. ^ilk 1........ ........I I E...... 'E E 1•®-1 r + \j\' + .....*''.....* "..'''1::.'",..o..,"'"‘",........"....... �/'' /M 1I1/ III I € ( 1 P i / to " �" ' .Ap kp a ANCHOR AT 5'CENTERS. 1 �I 1 J j i--1 1 1---. / //` S + 6.: .r� llt iii 0 ?' � �� ► --40 -50 ���III gj 1 _ t 12-.� \\\� W '� '�= -'ter 1°10 --�1 i 1I I / ec, °" * ..%.-..-.+' ` r"/�'' CULTIVATE SOIL TO CREATE FURROWS _R --J 1 I=1 I /\/ --'"�� 4 WATER, SOIL,AND FERTILIZER "# `;;,-f t:,: „ PERPENDICULAR TO SLOPE �' /\/\' I- I(- ARE HELD BY STEPS. PLANTS �""�...� \\ \\ ,.....:0.1 r ' -111-1 CAN BECOME ESTABLISHED // // AIIIPON THE STEPS MIN. 4" \/\ 1'MIN. I.1-I OVERLAP \ _111-1 r //\/// SEDIMENT FENCE ONLY ( [ 1 11®-1 r /\\ REQUIRED WHEN DISCHARGING 11 j ( (-11 I= I- I- -1 \// 21I SEDIMENT LADEN WATER. TEMPORARY110A 4 3 I I I i \ t c _ R r // 6" SLOPE DRAIN - r il I r SEDIMENT FENCE. '"i ' UNDISTURBED 1 1j2" 4/0,1" ... i Y y i • '' / � �, ii VEGETATION GROOVING SLOPES --`., / '''''''''IS f `�, >- •.. , SMI + ! INTERCEPTOR C ` IF �,� Flow "'�; 1�..•+ ��•.. /° _ i i �,"'� 14/ \//' \ STAPLES a'i Iii-......4•00.-S■./l SWALE .wr..... ar __, 11 INIt1Y1�1� } ISOMETRIC VIEW \ '+65aii \.1.41 I D f�va i 1.41 # zi10 ,,,,,..- -. ;i• '---1 I ... I 1(1 J ! ' OD qy - - ' ,�v #;:> �1„'►-;aig;tk' 1. 1 i TYPICAL SLOPE cn M S 1 �i_ f '` -1#11414111!1? ‘.;. #�; �•�. 1 '� ; USE DOZER TRACKS TO CREATE GROOVES 1 9 ,•, o o IN! -!►""1- �' 1 ...�`" SOIL STABILIZATION \ ::�.:. -�r- i.. "`►.c4 l .- PERPENDICULAR TO SLOPE ,1' '11 1- 4 ""' . i ) ) ) //\ j \ �� / o " Q EXISTING GRADE .... ... r _ \/� / / t a \_ .:.p ►� I \ `BERM\ \\.\ .\\.; _ O (NI \ , 6D , '" , % kC 1 1"= _ }/�h ! NOTES. \/j y/ .//\ 12,Y 1' - - �♦ SURFACE SHALL BE FREE OF ROCKS, .\A\\\ \\/.\\/. o v,c�i .� I. 4 ► 11111111-11® j CLODS STICKS AND GRASS. MATS/BLANKETS a 3D' 101" Xl. 111 -1 SHALL HAVE GOOD SOIL CONTACT. NOT TO SCALE a= a) (i) Lc) 4-' CT) �. �,Iiiii -'" 1=11 I-1 11 2. APPLY PERMANENT SEEDING BEFORE PLACING m -as 6"MIN. ( +: ♦ 3" LANK o a = '' + `�4 .- '1111 I III- B ETS o "' �, 4.4i: 3. LAY BLANKETS LOOSELY AND STAKE OR J c. U GROOVING IS CUTTING FURROWS 1 "1 1 1 _I _ 1 ALONG THE CONTOUR OFA1 11 1 II € STAPLE TO MAINTAIN DIRECT CONTACT WITH THE FOR FURTHER INFORMATION r'� .'�'♦� SLOPE. IRREGULARITIES IN THE I I 1=1 1 1w, I t - z SOIL. DO NOT STRETCH. 'i , ; si. ON DESIGN CRITERIA SEE SOIL SURFACEREDUCE RUNOFF STAKING OR STAPL/NG LAYOUT PER ; «- s CHAPTER 4 OF CLEAN WATER \\..... VELOCITY, PROMOTE INFILTRATION, I- 11 I� MANUFACTURERS SPEC/f7CATIONS. Y11 I SERVICES EROSION PREVENTION r AND RETAIN LIME, FERTILIZER, AND I 1 I--1 I I-1 1=1 1 E 1 1 . cD PROF. SCOUR HOLE DETAIL-TOP VIEW AND SEDIMENT CONTROL SEED. F3+" SCOUR HOLE DETAIL FRONT VIEW PLANNING AND DESIGN MANUAL. i FILE. eWKrs� �c ' ie NEE- O; 14,758 PIPE SLOP -- D AI \ SURFACE ROUGHENING Services SURFACE ROUGHENING CieanWabarServicesSTAIR STEPPING/GROOVING SLOPES CleariVVater-.virServices MATTING SLOPE INSTALLATION CleanWab3r-INIrServices Oaresamautent;,<, esc. CAT TRACKING >s3tt is nar is his T y oREcoN \&g�� DRAWING NO. 815 REVISED 12-06 DRAWING NO. 830 REVISED 12-06 DRAWING NO. 835 REVISED 12-06 DRAWING NO. 805 REVISED 12-06 'L� RY 23' �>4 db A . R� EXPIRES: 12/31/201 6 I 0 CI N 2 MIN• FOR FURTHER INFORMATION FOR FURTHER CRITERIA INFORMATION a ON DESIGN CRITERIA SEE �p'�� ON DESIGN SEE W // ,Fxa CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF GLEAN WATER vNCO 1 SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION : 1►:t:r;.. " ��,� AND SEDIMENT CONTROL J M AND SEDIMENT CONTROL I PLANNING AND DESIGN MANUAL. nfiA / cc; p PLANNING AND DESIGN MANUAL. I . , ."; _ // 0 0 CO 4'1'D ::,,,-„,..,41.0'...; "�:.,',,r f` r e.. I I c W corp. . 4,1�r,.„,) v.. '4'.* OUTLET SIDE- / /.- F-- I F- N i �o� " �F' _I �; t 1R '.,, TOE OF SLOPE Z �.s. N �4; >> t. I„ $ LOPS . .: , ." �..'- 0 00 N �' WOOD STAKE J Api.it 4t# - dN _ 6"_ PLACE WATTLES ALONG SLOPE CONTOURS. �► ..g W. f ar 7 ► .,' ♦ Z Q M $1.' 1 PROFILE I � �, I- OS4.,+} w .per y�4A�rro _ • 4 .. / I„I„I �'� ea:Sa..4 a >. '.'.at, kOc eT' W d .� �a�wk.a� ,aux«a��a "� m." 465 �`. ria �-.'1M. �. = r .,''%4"."44''' a•,..*943f:ill ,4;%:OVI'• :Q4, a Q' SUBGRADE GEOTEXTILE U) 2"-4" ROCK ."0•;qac•m"+4 .. .• :o w r' q A�� _,-- ROCK WITH MAX. SIZE, 6". s O V, p 1e'r'..:1'° ��"B'''';'....".%e +p%rct °t. sf MINIMUM 12"OVERLAP '� N. .. ;. ; OF SEAMS. d�o aY`: >� ':ref'x'r FILTER BERM Z I �+R� :��9 ,,. U•J RICE,COCONUT OR EXCELSIORit: x�; x-,.,_ .a-,,.n, + a } r'+ + r r r a W uWN WATTLES ,e yA wr41.ww + + a } + a } a + a a +:+ } m ROCK CHECK DAM xw• ` BRUSH BARRIER + + + } + a + + } a + + ♦ + • Z A"..Cf ,�, y-`3': /�rii4r♦I` + + a +'' +,• • • + + • - + r + + +�+ DRAPE FILTER FABRIC OVER / ♦ + + + + + + + a +. + } + } + W = $`w BRUSH AND SECURE IN ,. ....\...... ., //�Z�">11►.O+,I•� + + + + + - + + + + + + + • + + + CI 0 STAG GTR GER TRENCH (4'X4'MIN+) WITH ,/%4i1.�r••••••••1�'i+i•••1 COMPACTED NATIVE BACKFILL. /-/ A r + a . a + `++++++++ « • . + • • + + -1.4-. 0 :e� AV. . ♦ CSECTION .. ♦ ♦♦ "//��µ'r////t�/:04.74 �s��1�1t.�++1+�.��♦��•�♦/� ♦ \ • ++ ' CC i 0 d 44,..=„1 • + + + + + + • + + + a + + 4 4 + 4 4 ++ + + + + 4a +++ + ... +a +} } + + ,, +a r ' ++ •+ r + i a + + > ♦ + a a a } a ♦ • + a a r } a + aa • W - + aa+4.awa+a+a++ra+a4...:::::::::::::._:::::,:,:......:::::„.+.::::::+4 ++ + • •+ a + a+• i//�" i ♦ � �♦ \2 0 STAKING SPACING 4OC.J . \\ * ►// �0.♦1 �1♦f • Z 4. 4. XI 1 g - /4�I ♦/ +�+ a +ia+ _, } } + a + + + + a « r } + : • + _ +a + a + + r zOI .8 s Pp6 �-//in.IrI♦♦���♦/ t)L■I+ +}+ai}} }„i i + a a ++ -' rr + ♦ tfj4+ . - • a 4 ia - + r i + + a + 0 1 +:• °'� o " / s�'.it++♦1�+1�♦ ANCHOR a } + a :++4. 4 a + + + + } a + a r + + + + aItti~ a + + aa + ♦ aaaa } a a + } z a a + ± } a r } + a + + } } a r + + a + + + a +ti- 1Li .4, • • y ®or�.%w•f « € 4,t%,4,,,,, FLOW o FLOW FLOW \ _�//i irii♦ + . A / � + =MI LLI `.�- /•/r, i#s�1♦♦♦�!1.�♦♦♦// �� DOWNHILL ue�u-n .n ��Tr u�. "" IVsaN' � 4.4A L B al . c - - - -►-- EDGE OF Ce VO 4 '.' 2 Fµ' /"". �. ` ♦. ♦/ . FILTER FABRIC ( ■ Q ,gaa;< r em 1 WITH STAKES, OR BARRIER REQUIRED TOE OF SLOPE CO I a. Sr...,....:z.......... �_ ,o ,d ,aas, +k,« 4. EQ �v 1 _ . Q Y - TIGHTLY ABUT ADJACENT WATTLESMN5' TO15':WDE �U �Hs�.�' .♦ � ��/'` ,'`-5 MIN.HEIGHTPLASTIC SHEETING L THE DISTANCE SUCH THAT POINTS U MAX. IY A AND B ARE OF EQUAL ELEVATION DIAMETER WOODY DEBRIS.1 SUMP OPTIONAL Gd 6.4 oNOTES: I= W 0 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. Ul I PLAN VIEW NOTES: 2. BARRIER REQUIRED 0 TOE OF STOCK PILE. ec X 1.DIRECT THE OUTLET SIDE OF THE ROCK FILTER 3. COVERING MAINTAINED TIGHTLY IN PLACE LL- SPACING BETWEEN CHECK DAMS NOTES: BERM/DAMS ONTO A STABILIZED AREA,SUCH AS BY USING SANDBAGS OR TIRES ON ROPES WITH A W FOR FURTHER INFORMATION 0< d 1. STAKING SPECIFICATIONS: ON DESIGN CRITERIA SEE VEGETATION AND OR ROCK. FOR FURTHER INFORMATION MAXIMUM 10" GRID SPACING IN ALL DIRECTIONS. 0 G m a. 1"X2" WOODEN STAKES CHAPTER 4 OF CLEAN WATER 2.EMBED A MIN.OF 4"INTO THE EXISTING GROUND/EMBANKMENT. ON DESIGN CRITERIA SEE i C11-Q b. ADDmONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTION 3.USE 3:1 OR FLATTER SIDE SLOPES. CHAPTER 4 OF CLEAN WATER > DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR AND SEDIMENT CONTROL WITHIN THE SAFETY CLEAR ZONE.USE 6:1 OR FLATTER SIDE SLOPES. SERVICES EROSION PREVENTION BAR IS ONE INCH ON PLOT DATE: I i j ce HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL. AND SEDIMENT CONTROL ORIGINAL DRAWING D_'D 2. SPACING IN ACCORDANCE WITH DETAIL 940. PLANNING AND DESIGN MANUAL. 04v-p�GO 01e_ _ ----- 41" 00 wc.) DESIGNED BY: CHECKED BY: 755._4. CHECK DAM WATTLES FILTER BERMS °�NW0) ROCK y eah+ 5 PLASTIC SHEETING AAR BDL a.5. ROCK/BRUSH BRUSH r.00 � � Cair REVISED 12-06 �# JOB NUMBER j �Z I DRAWING NO. 840 REVISED 12-06 DRAWING NO. 880 REVISED 12-06 DRAWING NO. 890 REVISED 12-06 DRAWING NO. 810 O.M [TQX 16802 02 luLtJ i,. � cmj If DWG NAME: <P ¢-' 16802 - C6.3 ECDTL Z�pZIi -1¢_Jcnce SHEET C6•3 =1 SECTION 32 8243 - IRRIGATION SYSTEM with requirements of Division 1. by blowing it out with compressed air. The compressor shall be capable i i B. Rainbird ET Sensor with Rain Clik 3.6 SLEEVING of varying pressures. I PART 1 - GENERAL F ' - 2.4 VALVE BOXES A. Install under all pavement for passage of control wiring and piping; 1. 5 UTILITIES AND PROTECTIONI 44 1.1 SUMMARY minimum of 18 inches deep. Solvent weld joints,make watertight. PART 3 - EXECUTION A. Gate Valves: Heavy duty round plastic box with a 6-1/2 inch diameter Schedule 40 PVC size indicated on Drawing. Existing Utilities: _ E A. Provide irrigation system as described on drawings and specifications snap fit cover, with the words "Valve Box" in raised letters on the lid. A. Contractor shall acquaint himself/herself with all site conditions. Should 3.1 GENERAL: =` herein. Provide three "T" handle socket wrenches of 5/8-inch round stock with utilities not shown on the plans be found, contractor shall promptly notify z sufficient length to extend two feet above the top of the deepest valve box the Owner for instructions as to further action. Failure to do so will make A. Storage: Store PVC pipe and fittings out of direct sunlight. 4-1 1.2 RELATED SECTIONS cover. 3.7 CONTROL WIRING Contractor liable for any and all damage there to arising from his/her operations subsequent to discovery of such utilities not shown on plan. B. Environmental Conditions: In freezing weather(below 45F)or in 1) A. Section 32 8425 - Drip Irrigation B. Automatic Remote Control Valves: Heavy duty plastic box Ametek or as A. Lay in trenches under supply or branch lines when practical, for extreme heat(above 85F), no solvent welding of PVC pipe will be shown on plans, size as required, with locking cover, with the words maximum protection, minimum depth 18 inches. Place in conduit where B. Plans are diagrammatic. Contractor shall make necessary adjustments in permitted. In rainy weather, solvent weld PVC pipe only under cover. B. Section 32 9300 - Plants "Control Valve" on the lid in raised letters. required. the Layout as may be required. 3. 2 INSPECTION 1.3 QUALITY ASSURANCE C. Double Check Valve: Heavy duty plastic box Ametek or approved equal, B. Single wires (red)to each solenoid from control and a common neutral 1. 6 PERMITS AND FEES (m) size as required,with locking cover wire (white) to all solenoids from the control. Wire sizes shall meet General: Examine areas and conditions under which irrigation system's C A. Layout: minimum requirements of manufacturer of automatic control valves Obtain all permits and pay required fees to any governmental agency materials and products are to be installed. Do not proceed with work 1. The layout of the irrigation system is diagrammatic. Follow as 2.5 SPRINKLER HEADS installed. having jurisdiction over the work. Inspections required by local until unsatisfactory conditions have been corrected in a manner closely as practicable. Contractor shall provide for adequate water ordinances during the course of construction shall be arranged as acceptable to Installer. Do not allow any work to be covered or enclosed coverage for healthy plant growth without over spraying paved areas. A. Rainbird Van, MPR and 15 Strip Series, models as shown on plans. C. Make all splices moisture proof using specified electrical connectors. required. On completion of the work, satisfactory evidence shall be until it has been inspected and pressure tested. 2. Before proceeding with the installation of each section or unit of the Bundle wires together and wrap with electrical tape at 5 foot intervals. furnished to Owner to show that all work has been installed in accordance irrigation system, check and verify the correlation between ground 2.6 BACKFLOW PREVENTERS: Provide expansion curls at least every 100 feet of wire on runs more than with the ordinances and code requirements. 3. 3 INSTALLATION OF IDENTIFICATION measurements and the drawings. 100 feet in length. Provide 18 inches of slack at connection to control 4.4 3. No changes, alterations, omissions from or additions to the work A. Febco 850 or approved equal. valves. 1. 7 DRAWINGS, SPECIFICATIONS AND DETAIL SHEETS General: Maintain all warning signs, shoring, barricades, flares and red shall be made without the approval of the Landscape Architect. lanterns as required by safety orders of the Division of Industrial safety 2.7 QUICK COUPLERS: 3.8 AUTOMATIC CONTROLLER Scale and Dimensions: and local ordinances. B. Testing and Inspection: Notify the Landscape Architect 24 hours or one A. Consider drawings and specifications as being compatible and therefore working day in advance of inspections or tests required for the work. A. Rainbird with purple thermoplastic rubber cover or approved equal. A. Unless otherwise specified, the installation of the automatic controller work called for by one and not the other shall be furnished and installed 3. 4 INSTALLATION OF PIPING AND FITTINGS Furnish hose swivels and operating keys for each size coupler to Owner. shall include the furnishing and installing of concrete, sleeves, brackets, as though called for by both. When discrepancies exist between scale and h " 111 ,14.) C. Obtain and pay for any permits and/or inspections required by governing electrical work, controllers, and all other work in accordance with the dimension or between the work to be accomplished by each trade, they A. Pipe and Assembly: - 204 agencies and utility companies. Conform to local codes governing work 2.8 LOW VOLTAGE CONTROL WIRE plans, specifications, and construction details. shall be called to the Landscape Architect's attention immediately. The 1. Install remote valves where shown and group together where ..=,; described in these specifications. Landscape Architect's decision regarding such discrepancies shall be final practical. � � A. Wire: Solid copper or stranded copper wire, UL listed for direct burial in B. Automatic controller shall be setplumb and level at the location indicated and binding. 2. Na pipe shall be laid when, in the opinion of the Consultant, ; PP PP g P P P� Project � .�.. �'i . 8 �... D. Maintain during construction and provide the Owner with exact "as built" ground. Size of wire shall be in accordance with manufacturer's on the plans or as directed by Owner. trench or weather conditions are unsuitable. When pipe laying is not --''( R: r ON drawings showing arrangement and locations of all lines, valves, heads, recommendations,but in no case less than number 14. B. Where diagrams have been made to show piping connections, etc., in progress, the open ends of the installed pipe shall be closed by etc. Major underground elements shall be noted with triangular C. Automatic controllers shall be thetype and size indicated on theplans. Contractor is cautioned that these diagrams must not be used for approved means toprevent entrance of trench water and other foreign jPP - measurements from a permanent feature. These shall be prepared on 2.9 AGGREGATES obtaining lineal runs or number and type of fittings. material into the line(s). ., A` ) reproducible velum or mylar drawing material. D. Install ET sensor according to manufacturer's instructions, at the location 3. Pipe and fittings shall be joined using methods as recommended by A. Drainage rock: Washed rounded river pea gravel. indicated on the plans or as directed by Owner. C. All measurements shall be verified at the site. Drawings may not be the manufacturer of the pipe, except where screwed connections are E. Contractor shall conduct a final walk through with the Owner's exactly to scale. required. Pipe and fittings shall be thoroughly cleaned of dirt, dust representative to review operating procedures, aqui ment technical 2.10 ELECTRICAL POWER SUPPLY EQUIPMENT 3.9 FLUSHING AND TESTING and moisture before applying solvent with a non-synthetic bristle 4A requirements and locations of system components. 1. 8 PIPING ARRANGEMENT brush. A. Use equipment which meets or exceeds city and state codes or standards. A. All mainlines shall be thoroughly flushed prior to backfilling and the 4. Pipe may be assembled and joined on the surface. Snake pipe from MACDONALD ENViRONIIET F. Contractor shall be licensed in the State in which the project is located to installation of control valves. Suggestions for changes in location of piping, etc., advisable in the side to side to allow for expansion and contraction. ' PLANNING 2 r , P PliTLA#�C3,C9rt � install irrigation systems. opinion of the Contractor, shall be submitted to the Landscape Architect 5. Make all connections between plastic pipe and metal valves or steel PH;5403-224-1225. ,MEP-PC.0 M PART 3 - EXECUTION B. After flushing, all mainline outlets shall be capped or plugged tight and for approval before proceeding with the work, with written assurance that pipe with threaded fittings using plastic male adapters. 1.4 SUBMITTALS mainline shall be tested under maximum operating pressure for not less such changes will not cause any extra cost on their part or alteration of 3.1 GENERAL than 1 hour and inspected for leakage by Landscape Architect. design requirements. B. Dripline Installation: A. Product Data: Submit within 10 days after date indicated in the Notice to 1. Install all dripline as indicated on drawings. Use only Teflon tape (or Proceed. A. Storage: Store PVC pipe and fittings out of direct sunlight. C. Upon approval by Landscape Architect of pressure test, mainline may be 1. 9 GUARANTEE approved substitution) on all threaded connections. ANDERSON backfilled. 2. Clamp fittings with Oetiker(or approved substitution) clamps when B. Product Data: Submit to the Landscape Architect one set of B. Environmental Conditions: In freezing weather(below 45F) or in A. Guarantee all work done for one (1) year from date of acceptance against operating pressure exceeds specific dripline fitting requirements. DA S ROWS K I manufacturer's technical data, installation instructions, operating extreme heat(above 85F), no solvent welding of PVC pipe will be D. After control valves are installed, lateral lines shall be flushed one ata all defects in material, equipment and workmanship. Guarantee shall 3. Cap or plug all openings as soon as lines have been installed to instructions, and maintenance procedures for Automatic Controller. permitted. In rainy weather, solvent weld PVC pipe only under cover. time for a sufficient period of time to ensure thorough cleaning. cover repair of damage to any part of the premises resulting from leaks, prevent the entrance of materials that would obstruct the pipe. Leave ARCHITECT S or other defects in material, equipment and workmanship to the in place until removal is necessary for completion of installation. L L C C. Irrigators license: A copy shall be submitted to Landscape Architect C. Inspection: Do not allow any work to be covered or enclosed until it has E. After lateral lines are flushed, sprinkler heads may be installed and tested satisfaction of the Owner. Repairs, if required, shall be done promptly, at 4. Thoroughly flush all water lines before installing valves and other prior to any work being done. been inspected and pressure tested. for operation. no cost to the Owner. hydrants. 5. Test in accordance with Paragraph on Hydrostatic Tests. D. "As Built" Drawing: At completion of system installation submit two D. Installation of all materials and equipment shall be in strict accordance F. Upon completion and approval of the system the contractor will provide a B. Guarantee will include spring start-up and winterizing of system within copies of"as built" Drawings to Landscape Architect for review. Upon with manufacturer's written specifications and recommendations, local walk through demonstration to the Owner's representative and/or the one (1) year time and development of approved water application C. Automatic Controllers: Connect remote control valves to controller in a ■ A approval of Landscape Architect submit original reproducible "as built" and state codes. Landscape Architect of the completed irrigation system. During the walk schedule. Winter damage due to improper winterization is the logical sequence to correspond with specification of the Owner or 4. Drawing to Owner. through the Contractor will point out how to operate the system, where responsibility of the Contractor. Landscape Architect. 3.2 TRENCHING everything is located and provide other needed information. C. All repairs and servicing required under the guarantee period shall be D. Automatic Control Wiring: Portland Office: A. Install pipe in trenches straight or "snaked" slightly, allowing for G. Provide a manual of equipment installed in this job, listing make and made under the observation of the maintenance crew to help train them in 1430 SE 3rd Ave, Ste 200 1.5 EXISTING UTILITIES AND UNDERGROUND FACILITIES expansion and contraction of PVC pipes. Allow sufficient width to tamp model of each piece. the proper operation and repair of the system. 1. Install control wires, and laterals in common trenches whenever Portland, OR 97214 239-7377 around pipe. possible. F: (503) 239-7327 A. Provide adequate means of projection during excavations and installation 3.10 CLEAN-UP 2. Install control wires below finish grade when possible and lay to the of work. Damaged utilities and/or underground facilities shall be B. Trench bottoms on uniform slopes, with no variations in grade. Bottoms PART 2 - PRODUCTS side and below main line. Provide expansion curls as described repaired at no additional expense to the Owner and shall be repaired shall be smooth and free of sharp rocks or other objects that may damage A. Keep premises reasonably free from accumulation of debris. herein. promptly. pipes. 2. 1 MATERIALS 3. Control wire splices will be allowed only in runs more than five B. On completion of each division of work, remove all debris, equipment hundred(500') feet. Connections of all underground wires shall by 1.6 GUARANTEES C. Allow minimum coverage depth as follows: and surplus material and leave the premises in an orderly and neat A. General: the use of wire nuts, covered with waterproof splice for each wire per www.ADarchitects.com 1. Lateral lines: 12 inches fashion. 1. Provide piping materials and factory-fabricated piping products of installation instructions provided by the manufacturer, or as otherwise A. Unless provided otherwise, guarantee against all defects and malfunctions 2. Main line pipe: 18 inches sizes, types, pressure ratings and capacities as indicated. Where not required by local ordinance. ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND due to faulty workmanship or defective material fora period of one year 3. All lines below pavement 18 inches END SECTION indicated, provide proper selection as determine by Installer to 4. All wires passing under existing or future paving, construction, etc., PLANS SET FORTH ON THESE SHEETS ARE OWNED BY from the date of final acceptance bythe Owner. Upon beinginformed byAND ARE THE CPR ANY USE,TY RF EUSE,ANDERSON DISCLOSURE DABROWSKI p p comply with installation requirements. shall be encased in plastic or galvanized steel conduit extending at ARCHITECTS,LLC. ANY REUSE,OR OF Owner of anydefects or malfunctions, effect all necessaryrepairs and/or D. Backfill excess excavation with suitable material free of rock or other 2. All materials throughout the system shall be new and inperfect least twelve (12") inches beyond edges of pavingor constructions. SAID �EMENNTSRWi HOU N H IDEAS, E PERMISSIONNIR PY Y g replace in a reasonable expedient manner at no additional cost to the materials that may damage pipe. Thoroughly compact to give full condition. OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS PROHIBITED BY LAW. Owner. support to the pipe. SECTION 32 8425 - DRIP IRRIGATION F. Backfilling and Compacting: B. PVC Pipe: RED ROCK CENTER B. Emergency repairs, when necessary, may be made by the Owner without E. Provide bell holes in base of trench to ensure support of pipe over its PART 1 - GENERAL 1. Dress off all areas to finish grades. BUILDING C relieving the contractor of his guarantee obligation. entire length. 1. Main Lines: Class 200 PVC SW 72ND AVE AT SW DARTMOUTH ST 1.1 SUMMARY 2. Lateral Lines and Sleeves: Class 200 PVC 3.5 FIELD QUALITY CONTROL TIGARD,OR C. Repair any settling of backfilled trenches which may occur during the F. Fill piping with water at approximately 25 PSI during backfilling 3. Fittings: guarantee period. operation. A. The work required under this Section consists of furnishing all labor a. Solvent Welded Socket Type: ASTM D 2466, PVC pipe fittings, A. Hydrostatic Test: materials, equipment, services and related items necessary to complete all Schedule 40. 1. Request the presence of the Owner and/or Project Consultant at least D. If the Contractor does not respond to the Owner's request for repair work G. Backfill to finish grade, place backfill carefully around and over piping, irrigation system work, and all related work, complete as indicated on the b. Threaded Type: ASTM D 2466, PVC pipe fittings, Schedule 80. forty-eight(48) hours in advance of testing. PERMIT SET within a period of 15 days, the Owner may proceed with such necessary removing rock or other material that may damage pipe; wet and tamp drawings or specified herein. 4. Jointing Material: 2. Testing to be accomplished at the expense of the Contractor, and in Revisions: repairs and charge the Contractor for all expenses incurred in the repair earth in layers not over 6 inches thick until thoroughly compacted and a. PVC Solvent Cement: NFS approved solvent for PVC through 4 the presence of the Owner. work. settled. Top layer to be topsoil quality and depth as specified in Section B. The major items of work include, but are not limited to the following: inch, meeting requirements of ASTM D 2564. 3. Apply a continuous and static water pressure of sixty (30) PSI when 32 9113. 1. Verify utility locations. b. PVC Primer and Cleaner: Compatible with or designed for PVC welded plastic joints have cured at least twenty-four(24) hours and 2. Removal, protection and/or restoration of all existing improvements. pipe. with the risers capped as follows: - PART 2 -PRODUCTS H. Remove all excess excavated material from project site. Dispose legally. 3. Location of lines,minor excavation if necessary. c. Teflon Tape Sealer: 1/2-inch wide, used at all threaded joints. a. Main lines and sub mains to be tested for one (1)hour. 4. Furnishing and installing a fully operational automatically controlled b. Lateral lines to be tested for one (1)hour. Date: 3.30.16 2.1 MATERIALS 3.3 PIPE irrigation system, including all mains, laterals, fittings, quick coupling C. Valves: 4. Repair leaks resulting from tests. valves, gate valves, and drain valves, backflow preventer, etc. 1. Gate/Drain Valves: Shall be sized for mains. 5. The lines shall then be retested until satisfactory. Scale: n/a A. PVC Pipe: A. Lay PVC pipe in accordance with standard and acceptable practice. 5. Testing of system and making it operative. 2. Remote Control Valves: Rainbird 100-PESB size as shown Project No.: AD13108/325117 1. Main Lines: Schedule 40 PVC 3.6 INSTRUCTIONS 2. Sleeving: Schedule 40 PVC B. Slope main line and lateral pipes at 1/2% minimum to drain. 1.2 RELATED DOCUMENTS D. Dripline and Integral Dripline Components: File Name: 3. Lateral Lines and Sleeves: Class 200 PVC Rainbird XF Series Dripline model XFD-09-12 or approved equal. After completion and testing of the system, the Contractor will instruct Drawn By: BR 4. Fittings: C. PVC pipe joints, solvent welded except as indicated. Cut pipe square, A. Drawings and general provisions of Contract, including General , a. Solvent Welded Socket Type: ASTM D 2466 PVC pipe fittings, debut wipe from surface all saw chis dust dirt moisture and any Conditions Division 1 apply to work of this section. the Owner's personnel in the proper operation and maintenance of the Checked By: LMB Yp P�P g , � P chips, PP Y 1. Line Flushing Valves: All systems shall be installed with Rainbird system. Schedule 40. foreign matter which may contaminate the cemented joint. Apply Line Flushing Valves (or approved substitution) as indicated on b. Threaded Type: ASTM D 2466, PVC pipe fittings, Schedule 80. cleaner/primer and solvent cement, make joints in accordance with 1. 3 QUALITY ASSURANCE drawings. Jurisdiction Approval: 5. Jointing Material: manufacture's recommendations. Use Teflon thread sealant (tape or g 3.7 CLEAN - UP: 2. Air Release Valves: All systems shall be installed with Rainbird Air a. PVC Solvent Cement: NFS approved solvent for PVC through 4 liquid) at all treaded joints. A. Manufacturer's Qualifications: Firms regularly engaged in manufacturing Release Valves as appropriate locations for system function. A. Keep premises reasonably free from accumulation of debris. inch, meeting requirements of ASTM D 2564. irrigation systems materials and products, of types and sizes required, 3. Disc Filter& Pressure Regulator: A disc filter and pressure regulator b. PVC Primer and Cleaner: Compatible with or designed for PVC D. G.I. Piping: Clean out threads of standard lengths, not more than two whose products have been in satisfactory use in similar service for not shall be installed at each zone valve (as part of an integrated drip zone B. On completion of each division of work,remove all debris, equipment pipe. threads showing at joints. Make joints up with pipe compound applied to less than five (5)years. kit) to ensure c. Teflon Tape Sealer: 1/2-inch wide, used at all threaded joints. male threads only. proper P filtration. and surplus material and leave the premises in an orderly and neat B. Installer'sQualifications: Firms who have successfullycompleted fashion. P E. Tree Bubbler Components: B. Poly-pipe and Fittings: Thick walled polyethylene pipe specifically 3.4 CONTROL VALVES execution of a minimum of five (5) contracts involving the installation of Rainbird 1402 Bubbler 3.8 PROTECTION designed for connection of irrigation sprinklers to lateral lines. Fittings irrigation and piping work similar in size and scope to that required for shall be those specifically designed for use with poly-pipe. A. Install complete with valve boxes automatic control valves as indicated this project. Such experience should be able to be demonstrated through E. Control Wires: 24-Volt solid wire, UL approved for direct burial in Contractor shall be responsible for work until finally inspected, tested and on Drawings and Details. references. ground. Minimum wire size shall be 18 gauge. All wire to be Paige wire accepted. After delivery, and before and after installation,protect work 2.2 VALVES or approved substitution. against theft, injury or damage. Protect open ends of work with B. Provide threaded union at each automatic control valve. C. Codes and Standards: temporary covers or plugs during construction, to prevent entry of A. Install all valves except quick couplers in the specified boxes. 1. Comply with all applicable state and local ordinances and codes. F. Expansion Curls: Expansion curls shall be provided within three 3' feet P q P P P P P ( ) obstruction material. 3.5 SPRINKLER HEADS 2. All materials and work shall meet the requirements of the A.W.W.A., of each wire connection to solenoid and at least every three hundred B. Gate Valve: as specified on plans A.S.S.E. and the USC Foundation for Cross Connection Control. (300') feet in length. (Expansion curls are formed by wrapping at least A. Install complete sprinkler heads as indicated on Drawings and Details. five (5) turns of wire around a rod or pipe 1" or more in diameter, then END SECTION REFERENCE ONLY C. Quick Coupler Valves: Nibco T-17 or approved equal. 1. 4 SUBMITTALS withdrawing the rod). NOT APPROVED WITH THIS PERMIT B. All sprinklers shall be installed on an adjustable riser assembly (double D. Remote Control Valves: Rainbird 100-PESB-PRS-D & swing joint) assembled by the use of at least three (3) street ells as A. Product Data: Submit manufacturer's technical product data and G. Sleeves for Irrigation Pipe: Where necessary and where indicated on 150-PESB-PRS-D remote control valves or approved equal. Size as noted indicated on the construction detail. installation instructions for all irrigation system materials and products. drawings, pipe or as otherwise approved by the Project Consultant. To be on Irrigation Plan. two (2) times the O.D. of sleeved pipe. C. Install sprinkler heads of types, sizes, and coverage called for in the B. Record Drawings: At project closeout, submit record drawings of - E. Manual Drain Valve: as specified on plans irrigation legend, at the locations shown and as indicated on drawings. It installed irrigation system piping and products, in accordance with H. Valve Boxes: Valve boxes shall be of appropriate size and type for Sheet Title: shall be the responsibility of the Landscape Contractor to ensure complete requirements of Division 1. SPECIFICATIONS P tY P P q valves specified or as otherwise indicated on the drawings. - 2.3 AUTOMATIC CONTROL EQUIPMENT irrigation coverage. C. Maintenance Data: Submit maintenance data and parts lists for irrigation I. Drains: Air hose connections of approved design shall be provided for A. Automatic Controller: Rainbird ESP-LX Modular Controller, with D. All sprinkler heads shall be set perpendicular to the finished grade unless system materials and products. Include these data, product data, shop winterizing at several locations so that the entire system can be drained sheet No.: LD 0. 1 additional modules to accommodate 24 valves. In outdoor enclosure. otherwise indicated on the plans or construction details. drawings and record drawings in maintenance manual, in accordance SECTION 32 9113 containers, each bearing manufacturer's guaranteed a. Washed, clean, durable, unbroken minimum depth of 12 inches. analysis. b. Size Range: 1" to 1-1 2" = - - SOIL PREPARATION g / F. Compact prepared soil mix and float landscape areas - - 1.6 PROTECTION c. Material: Columbia River Rock from to perimeter elevations providing for proper drainage. PART 1 GENERAL approved local source Slope planting areas with 6-inch crown or 2% A. Protect utility lines, storm drainage lines, site 2. Aluminum Edging: Sure-Loc or equal. Sure-Loc minimum slope. Grade of planting area soils should Z 1.1 SUMMARY improvements, and underground sprinkler system SureEdge, Mill Finish, 3/6" x 4" or approved. be 2" below the top of curbs, walks, or walls. W during rototilling.Provide Soil Amendments and Components and 3. Geotextile Fabric: Manufacturer's standard, G. Soil preparation may be diminished or modified in (...) prepare as indicated on drawings and specified nonwoven, pervious, geotextile fabric of areas where excavation and cultivation would herein. PART 2 PRODUCTS polypropylene, nylon or polyester fibers. adversely impact existing underground utilities. 1.2 RELATED SECTIONS: 2.1 SOIL MATERIALS: (.) PART 3 EXECUTION 3.4 BARK MULCHING 01. Section 32 93 00 Plants A. Potting Soil Mix: Phillips' Soil Products, Inc., Intensive B-4 PlantingMedia or roved equal. A. Apply 3 inch layer of Bark Mulch over all planting pp q 3.1 PREPARATION OF PLANTERS 1.3 SUBMITTALS beds within two days after planting. B. Structural Soil: A. Place Intensive Planting Media into raised planters, as C1.-- A. Submit soil test analysis reports for sample of topsoil drawings.indicated on 1. Structural Soil is an engineered blend of gravel, g • W from an independent soil-testing laboratory. B. Reshapefinishgrade materials soil and admixtures specifically designed to andremove excess 1. Submit a mechanical analysis of the topsoil maintain the structural integrity of sidewalks B. Compact Intensive Planting Media, providing for from the site as directed by Landscape Architect. sample and particle analysis including a gradient and roadways while encouraging water proper drainage. of mineral content. Sieve analysis shall be done movement and healthyroot growth. 3.5 CLEAN-UP , ��j� by a combined hydrometer and wet sieving in g C. Grade of planting area soils should be 2" below the top �F compliance with ASTM D422. 2. Manufacturers: of pot. A. Keep premises reasonably clean and tidy at all time. .� ,� °-� � p Remove all debris, equipment and surplus materials �-x '� . . Sunmark Enviromental Services, LLC., �� �$ 2. Submit a chemical analysis, performed in a. 3.2 STRUCTURAL SOIL PLACEMENT on completion of work and leave the premises in an accordance with current AOAC Standards, v�ww.sunmarkenvironmental.com , orderly and neat fashion. (iiii-i, ' including the following: 1-888-214-7333 A. Protect soils and mixes from absorbing excess water 1) Product: Earthlite BioStructure Soil and from erosion at all times. Do not store materials -,-b- . a. pH and buffer pH END OF SECTION Mix unprotected from rainfall events. Do not allow excess b. Percent organic matter as determined by water to enter site prior to compaction. If water is ' , w • the loss of ignition of oven dried samples. b. Hilton Landscape Supply; � ,�. g p www.hiltonlandscapesupply.com, introduced into the material after grading, allow c. Analysis for nutrient levels by parts per 1-800-632-1510 material to drain or aerate to optimum compaction M A C O N A LD EtiViRONVIENTAL PLANNING - million. moisture content. . 1) Product: C.U. Structural Soil Mix Pte.s° 224-PORTLAND, - d. Cation Exchange Capacity (CEC). B. Do not install structural soil materials until all walls, e. Carbon/ Nitrogen Ratio. C. Loam/ Organic Topsoil: Clean, fertile, friable, natural curb footings and utility work in the area have been loam, free of debris, roots, stones, weeds, and grass; installed. For site elements dependent on structural B. Submit structural soil analysis reports for sample of uniform in composition without admixture of subsoil. soil of foundation support, postpone installation of ANDERSON structural soil from an independent soil-testing Noxious weed seed content not to exceed .01% of total such elements until immediately after structural soil DA B R O W S K laboratory to civil engineer and landscape architect blend. It shall not contain toxic substances harmful to installation. ARCHITECTS for approval. Submit results from the following plant life. L L C laboratory tests: 1. Mechanical analysis for the loam/ organic topsoil C. Do not install structural soils until all utility work in 1. a mechanical analysis of the structural soil shall be as follows: the area has been installed. All subsurface drainage sample and particle analysis. Sieve analysis shall Textural Class % of Total Weight systems shall be operational prior to installation of •• be done by a combined hydrometer and wet structural soil. I sieving in compliance with ASTM D422. Gravel less than 5% Sand 20-450/0 D. All areas to receive structural soil mixture shall be Portland Office: 2. Percent organic matter as determined by the loss inspected by the project landscape architect and/ or 1430 SE 3rd Ave, Ste 200 of ignition of oven dried samples. Silt 20-50% project engineer before startingplacement of mixture. Portland, OR 97214 g T: 503 239-7377 Clay20-40% All defects such as incorrect grading, compaction and F: (503) 239-7327 3. Laboratory compaction g g p 4. California Bearing Ratio 2. Chemical analysis: Meet or be amended to meet inadequate drainage, etc., shall be corrected prior to the following criteria: beginning placement of covered soil. C. One, One-gallon bag size sample of each to Landscape a. pH between 5.5 and 6.5 E. Confirm that the sub-grade is at the proper elevation Architect for review/ approval prior to delivery to www.ADarchitects.com site: b. Percent organic matter between 2% and 5% and compacted as required. Sub-grade elevations shall slope parallel to the finished grade. Clear the AIDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND by dry weight. L PLANS SET FORTH ON THESE SHEETS ARE OWNED BY 1. Intensive Soil Mix excavation of all construction debris, trash, rubble and AND ARE THE PROPERTY OF ANDERSON DABROWSKI c. Adequate nutrient levels ARCHITECTS,LLC. ANY USE,REUSE,DEA Oft DESIGNS, ND/OF 2 Structural Soil foreign material. Fill any over excavation with SAID PLANS REPRODUCTIONS,IDEAS,DESIGNS, ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LC,IS d. Cation Exchange Capacity (CEC) greater PROHIBITED BY LAW. 3. Loam/ Organic Topsoil g p �' approved fill and compact to the required sub-grade g p than 10 compaction. RED ROCK CENTER 4. CompostBC e. Carbon Nitrogen ratio less than 33:1 / g U72DcING AVE AT SW DARTMOUTH ST 5. Bark Mulch F. Install structural soil in 6-inch lifts and spread TIGARD,OR 3. Loam/ Organic Topsoil shall not come from uniformly over the area. Compact each lift to at least - D. One-One-gallon bag size sample of each to Civil USDA classified prime farmland. 85% of maximum density. Delay placement for 24 Engineer for approval prior to delivery to site: 4. Loam/ Organic Topsoil to be supplied locally and hours if moisture content exceeds maximum PERMIT SET - approved by Landscape Architect. allowable, protect structural soil with plastic or Revisions: 1. Structural Soil plywood during delay. Take particular care not to E. Copy of State Landscape Contractors license prior to D. Compost Mulch: Suitable compost mulch free from damage utilities when installing structural soil. commencement of work. noxious weed, seed and all foreign material harmful to Structural soil that will be the bedding for utility lines plant life. Compost is to be sourced locally and shall be compacted to conform to the required grade Date: 3.30.16 F. Quantity certifications of fertilizer, topsoil, compost approved by Landscape Architect. of the utility line. Do not compact the immediate Scale: n/a mulch and bark mulch delivered to site. E. Bark Mulch: Mulch shall be shredded Fir or Hemlock vicinity above a utility line until a fill depth of at least Project No.: AD13108/325117 bark, maximum size to pass 3/4" mesh screen, free from 12-nches above the utility line is reached, File Name: 1.4 STRUCTURAL SOIL QUALITY ASSURANCE noxious weed, seed and all foreign material harmful to G. Bring structural soils to finished grades as shown in Drawn By: BR A. All Structural Soil shall be mixed in batches of an plant life. Bark Mulch to be sourced locally and the approved drawings. Immediately protect the Checked By: LMB appropriate size for the equipment being used to approved by Landscape Architect. structural soil material from contamination by water Jurisdiction Approval: assure consistent mix ratios. by installing covering with plastic or plywood. F. Organic Commercial Fertilizer: B. Structural Soil components and the finished mixture 1. Fertilizer shall comply with Oregon State 3.3 PREPARATION OF PLANTING BEDS shall be protected from excess water absorption and fertilizer laws, be uniform in composition, dry, erosion at all times. Protect stored materials from free-flowing, organic and acceptable to A. Remove or spray as required to eradicate noxious rainfall, and do not let excess water enter the site Landscape Architect. weed growth and roots, including Johnson grass, prior to compaction. Crabgrass, Morning Glory, Rushgrass, and Canadian 2. Standard approved brand, delivered in original Thistle. Kill achieved by working soil is permissible. C. Structural Soil producer shall add soil amendments to containers, bearing guaranteed analysis of alter soil fertility, including fertilizer and pH manufacturer. B. Remove stones, mortar, concrete, asphalt, rubbish, adjustment at the rates recommended by soil test a. 160/0 nitrogen - 160/0 phosphoric acid - 16% debris, and any materials larger than 2" harmful to REFERENCE ONLY results. potash (with 50% of Nitrogen slow release plant life from planting areas. NOT APPROVED WITH THIS PERMIT for Planting Bed Areas 1.5 PRODUCT DELIVERY C. Apply organic commercial fertilizer, 16% nitrogen - A. Protect soils and mixes from absorbingexcess water G. Lime: Dolomite lime, calcium magnesium carbonate 16% phosphoric acid - 16% potash (with 50% of Nitrogen slow release) at a rate of 7 lbs. per 1000 s.f. and from erosion at all times. Do not store or deliver 2.2 ROCK MATERIALS - structural soil materials unprotected from rainfall D. Place four (4) inches of topsoil in planting beds. Sheet Title: events. A. Rock Gallery at Walkways and Building Façade SPECIFICATIONS 1. Rounded River Rock E. Spread compost mulch at a minimum depth of two (2) B. Deliver fertilizer to site in original, unopened inches in all planting beds. Till into topsoil to a Sheet No.: L D 0.2 SECTION 32 93 00 A. Request the following required reviews by Landscape D. If plant is balled and burlapped, cut twine and burlap - PLANTS Architect two (2) days in advance. away from the top of the root ball and pull burlap1 ��: _ 3 PART 1 GENERAL away from sides of the root ball. The burlap may be L. B. Review schedule: removed or placed in the bottom of the plant pit so EN""' 1. Plant Materials that no more than the bottom lA of the root ball is 1.1 SUMMARY Z covered. 2. Completion W A. Requirements for Nursery Stock E. Cut off cleanly all broken or frayed roots. c.1 B. Inspections and supervision. PART 2 PRODUCTS F. Place and compact prepared planting soil carefully to avoid injury to roots, fill all voids and air pockets. Cii) 1.2 RELATED SECTIONS 2.1 GENERAL PLANT REQUIREMENTS G. When planting hole is three-fourths filled, place 0 A. Section 32 84 23 - Irrigation Systems A. Provide healthy nursery stock, well branched and planting tablets evenly spaced around each plant in rooted, full foliage when in leaf, free of disease, injury, the following quantities per Plant: B. Section 32 91 13 - Soil Preparation insects, weeds and weed roots. Do not use cold 1. Gallon container shrubs up to 12 inch spread: storage plants. All plants to be checked for quality two 10 gram tablets. W according to both size specifications and general 1.3 QUALITY ASSURANCE health ofplants before theyare taken off of delivery2. Shrubs 12 inch to 36 inch spread: four 10 gram tablets. A. Field Superintendent: Provide one person who shall: trucks for every delivery. 3. Shrubs 36 inches and larger spread: three 21 1. Be present at all times during execution of work B. Root Protection: gram tablets. ,ovalki% in this Section. 204 1. Large plants (B & B) balled and burlapped with 2. Be familiar with the materials and best methods natural ball of size to ensure healthy growth. H. Adjust turnbuckles on tree anchors, providing 7-,-"-' , .� .0. adequate stability without damaging root system of ,,,,,T7' _ A. a� for installation. 2. Small plants container grown furnished in tree. .;,<''i' 1,- 1*-7-1:0) ON - 3. Direct work performed under this Section. removable containers or integral peat pots well -, -- rooted to ensure healthy growth. I. When hole is 4 inches deep, fill with water and let "f ittOZ44- K. B. Government Inspection: plants and planting materials stand until water is absorbed b Soil. to meet or exceed the specifications of federal, state a. Grow container plants in containers from Y and county laws requiring inspection for plant disease six months to two years prior to delivery, 1. Fill to finish grade and provide 2 inch depressed ,60, 2,p.* and control. with roots filling container but not root water basin at each Shrub and Tree. Initial MACDONAL bound. watering-in of trees and shrubs by underground ENVMONMENTAL PLANNING D PC sprinkler system is not permitted. I�TI2I*I 'O72 C. Industry Standards: p :503.2244225*WWWAEP-PC-COM C. Plant Names: Plants to be true to name and one of 1. Quality definitions, grading tolerances, and each bundle or lot to be tagged with common and J. Stake and guy trees except those with tree anchors v caliper to height ratios to be no less than botanical name and size of plants in accordance with immediately after planting. minimums specified in the current edition of the standards of practice of the American Association of American Standards for Nursery Stock, published Nurserymen and to conform to Standardized Plant ANDERSON by American Association of Nurserymen, Inc., Names. 1942 edition, published by J. Horace 3.3 FIELD PRUNING D A B R O W S K I ANSI Z60.14973. McFarland Company. ARCHITECT S A. Prune trees and shrubs to remove damaged branches, L L C 2. Plants shall be installed and maintained in 1. Botanical names shall take precedence over improve natural shape and thin not more than 15% of accordance with the current edition of ANSI common names. branches. A300.6 - Tree Care Operations Standard Practices for Tree, Shrub and Other Woody Plant Maintenance. 2.2 PLANT MATERIALS 3.4 BARK MULCHING .1) D. Landscape Contractors License: Contractor to be A. Listed on Drawings A. Apply 3 inch layer of Bark Mulch over all planting Portland office: 30 SE 3rd Ste licensed in the state where the project is located. beds within two days after planting. 14Portla d,, ORe9721400 2.3 ACCESSORY MATERIALS T: (503) 239-7327 F: (503) 239-7327 B. Reinstall Plants not located as indicated on Drawings. 1.4 SUBMITTALS A. Organic Planting Tablets: "Agriform" 10 and 21 gram C. Reshape finish grade and remove excess materials A. Plant Material Procurement List: Contractor shall tablets, 20-10-5 as manufactured by Agriform from the site as directed by Landscape Architect. submit the list of plant names, sizes, quantities of International Chemicals, Inc., Newark, California or materials purchased/procured for project to approved equal. www.ADarchitects.com Landscape Architect for review prior to requesting 3.5 CLEAN-UP ALL IDEAS,DESIGNS,ON THE ARRANGEMENTS,DRAWINGS,AND BY B. Stakes and Guys: Provide stakes and dead men of PLANSAND SET FORTH THESE SHEETS ARE OWNED KI inspection of plant material delivered to site. ARCHITECTS,SLLC. ANYU E,REUSE, RDISC€OSUR Kt ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR sound new hardwood, treated softwood, or redwood, A. Keep premises reasonably clean and tidy at all time. ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS,LLC,IS free of knotholes and other defects. Provide Remove all debris, equipment and surplus materials PROHIBITED BY LAW. 1.5 PRODUCT DELIVERIES, STORAGE AND HANDLING miscellaneous Hardware, Wire and accessories as on completion of work and leave the premises in an RED ROCK CENTER shown on details. orderly and neat fashion. BUILDING C A. Delivery: Notify Landscape Architect of delivery SW 72ND AVE AT SW DARTMOUTH ST TIGARD,OR schedule so plant materials may be inspected upon C. Tree Anchor: Provide planks of sound new Douglas job site delivery. Remove unacceptable products Fir wood, free of knotholes and other defects, pressure END OF SECTION immediately from job site. treated where indicated in details. Provide PERMIT SET black-vinyl covered galvanized steel cables, " Revisions: B. Storage and Handling: Protect products against diameter soft foam hose, galvanized turnbuckles and damage or dehydration. Cover plant roots and root miscellaneous accessories as shown on details. balls with soil or other accepted material upon job site delivery, if not to be planted within four hours. Store Plant Materials in shade and protect against harmful PART 3 EXECUTION Date: 3.30.16 weather until planted. Maintain Plant Materials not to Scale: n/a be planted within four hours. 3.1 EXCAVATION Project No.: AD13108 325117 File Name: A. Excavate pit with sloping sides, to two times diameterLM Drawn By: BR 1.6 PROTECTION Checked By: LMB of root ball or root system and not less than 6 inches A. Protect Existing Site Improvements: Verify location of deeper for shrubs and twelve inches deeper for trees. Jurisdiction Approval: underground facilities prior to doing work. Protect active service lines whether indicated or not. Repair 3.2 PLANTING TREES AND SHRUBS and make good any damage to service lines or improvements caused by planting operations. A. Install tree anchor into planter bases when indicated on plans. Provide adequate slack on cables to allow 1.7 WARRANTEE for tree planting. A. Plant materials must be in healthy condition at the B. Compact prepared soil mix and float landscape areas end of one (1) [growing season] [year]. to perimeter elevations indicated on Drawings. Slope REFERENCE ONLY planting areas with 6-inch crown or 20/0 minimum NOT APPROVED WITH THIS PERMIT B. Replace unhealthy plants prior to the end of the slope. warranty period and/or as directed by the Landscape Architect. C. Root ball Base: Place 6 inch minimum lightly compacted layer of prepared planting soil under root C. Warrantee begins at date of certificate of substantial system. Remove the pots of container grown plants completion. and loosen the roots prior to planting. Sheet Title: C. Plant upright and face to give best appearance or SPECIFICATIONS " - 1.8 REVIEWS relationship to adjacent plants and structures. Sheet No.: LD 0.3 SW DARTMOUTH STREET -_ Hf :p--4 - ' ' : :., ,• FH (E)FH LEGEND -- —_--mss_------------ --- — --- — ----�—_. _ -_--_— —_-- — _-- -- - J #. y 3 — t 1111. ..: r i f v , — ■�`' 'N\ DECIDUOUS TR ,:,., . ,. .,, EE TO REMAIN ��i Y 1_. _. r� � f C BUILDING B .c CONIFEROUS TREE TO REMAIN co) 1 .,!...:-::-.,:-,...;;;,];' ,1;4',1„.: .:• •••:‘,'/••-\\: .,..,./.::... „....... 8,212 SQ FT t • T Ald d MEDICAL OFFICE — 8,212 ,. 11,115 SQ F /. DECIDUOUS TREE TO BE REMOVED ,. = MEDICAL• '. c..) E3 4- OFFICE 1 15 • ., 11 1; . A >rJ' iiih,. Noll ._ 1/:-,.... .,...:,.,:"...4.:.,".' C), • ' • \ `. .... . 7, l''' •� CONIFEROUS TREE TO BE REMOVED c X65., 1 • i M ' r ..y I- ` LISTED ON JANUARY 2008 SURVEY • i,.._. , ( ( �� . BUT NOT EXISTING AT TIME OF i ARB GRIST S REPORTC:12) rii II t I j(, / �es . ,•awe t y 45 /• SURVEY BUT NOT1114 1 : Ji `,: i • EXISTING AS OF --_ JANUARY 2008 SURVEY I W • • 1 • X eX 6, 4 6, /5, :11,,. II +3062 SURVEYOR'S OR ARBORIST'S :. `-• } i i INVENTORY TAG NUMBER s. • N W 9 `` TAGTREE IS• 3r ARBORIST'S WHEN - i'DO 1 • ! I �;" IN GOOD CONDITION AND 12" 1; q �g + 3062(15) GAUGE OR LARGER-SIZE IN +� `� r .. PARENTHESES-TREES W/O '' Liiiimiiiiiiirci , --)1301 I i' T • SIZE INDICATED ARE UNDER 12" ` ° 7 N.,. T TREE PROTECTION FENCING Y` •� ' jo141$: t6. .n:: .. .. ', G. :...,..l 1 AM I", E:II �iar t�1 i y . Q3 r • • GENERAL NOTES: • 1 ARBORIST'S SURVEY AMENDED TO • • , • • •0.5 31 BE DISTINGUISH BETWEEN TREES TO - - I REMOVED AND THOSE TO REMAIN E¥� V d 'ice I.4 "" S :, L.€ T ; I 'f:, _....I • :PORTLAND,OR 97223 iooa,rvn Toodrrvn — PH;503-224422S 'td+�ww.MEP.P�^.�i:OM '� f I ,, ,> i. .r I TREE PRESERVATION NOTES: _ ; cc ti "C? A 19 _ 1 �" 1. PRESERVED AND RETAINED TREES ARE TO BE /. - ® D — CI D ICI - ® `� ® D ® D O ® ® D MEI ® ® INS ® (t® ® D ® �'\ TRUCTION ACTIVITIES BY �� ( ORDY FENC NG. TOE FENCING MA SHALL „:,.. . BE HIGHLY VISIBLE, 6-FEET HIGH,WIRE NO CLIMB } -- ----- • FENCING, TTACHED SECURELY TO METAL coo j : ._ T. ... , .t �{ "_ , _. :-•_'-,- ►�1 POSTS DRIVEN INTO THE GROUND AT 6-FOOT FENCE ._. DABROWSKI -- INTERVALS.THIS FENCING IS TO BE MAINTAINED ADEQUATELY ALL DURING CONSTRUCTION SO AS TO PREVENT ENTRY INTO THE PROTECTED AREA. ARCHITECTS /� 2. TREE PROTECTION DEVICES SHALL BE INSTALLED TO i . L L C `—' 4....T 0OMPACT `'- - PROTECT THE ROOT ZONES OF TREES LOCATED ON BUILDING C ��/� c, ADJOINING PROPERTIES IF ANY TYPE OF ACTIVITY !:::c.: WILL BE DISTURBING THE CRITICAL ROOT ZONE. .:,_ .:_:, -..rj 2 FLOORS `' 21,000 SQ FT 3. EQUIPMENT,VEHICLES, MACHINERY,DUMPING OR STORAGE, OR OTHER CONSTRUCTION ACTIVITIES, ii �.. ■ MEDICAL OFFICE - 21 ,000 BURIAL, BURNING, OR OTHER DISPOSAL OF 7_ CONSTRUCTION MATERIALS SHALL NOT BE LOCATED I INSIDE OF ANY TREE PROTECTION DEVICE. 4. ALL TREE PROTECTION DEVICES SHALL BE: Portland Office: {_�_ •• A. VISIBLE ......„.:-..-.2'"\\J -, rig:'• , / B. WELL-ANCHORED 1430 SE 3rd Ave, Ste 200 L.._-r °- '' gJ �~ \,., C. APPROVED IN THE FIELD BY THE Portland, OR 97214 i .,: ..:-..... �� g PUBLIC WORKS DIRECTOR OR DESIGNEE T: 503 239-7377 PRIOR TO CLEARING, GRADING, OR THE F: 503 239-7327 _ U> �— _�---'�--rte.— J J --t....7.---—=z.'” 3' .: `t'' I $8 Ell BEGINNING OF CONSTRUCTION. :'::::`.:::::•:.:-;:+: -;" t a4n y • • �'° 5. MITIGATION CALCULATIONS ARE IN ACCO• RDANCE • CE ", . • � ,:'x ,: ,.�.,:.:. � , WITH SECTIONS 18.790.0308 1 f: i fAL 8.790.060D AND -: -1: 1 • \ 1.0 18.620.070 OF THE TIGARD MUNICIPLE CODE. •4 - ,; ,. ' 15�� f ,�f a. 6. SEE SHEET LD3.0 FOR MITIGATION DETAILS. t} x: 94 /4/1/406 f F � -----\ 7. TREE PROTECTION DEVICES REFLECT PHASE 3 WWWADarchitects.Com f + 1 87 DEVELOPMENT;TREE LINEWIEGHTS REPRESENT ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND �' •/ COMPLETE SITE DEVELOPMENT AND CORRESPOND PLANS SET FORTH ON THESE SHEETS ARE OWNED I MITIGATION CALCULATIONS,WHICH ARE FOR THE WED sY k.' AND ARE THE PROPERTY OF ANDERSON DABROWSEU --f f • ENTIRE SITE. ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF- ( SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR •� f • PH ARRANGEMENTS DERSON DABROWSi41 aR HTTEN S,LL PERMISSION `fig• ' • • • ASE 4 NOTES: C ITECT$,LLC,IS ,,, : rt 1 ./.....-1757 .:.Yom: .V i Gd''� PRt?HISITED BY Law. `��r t 4:;f C. :• , 1. MITIGATION CALCULATIONS ARE IN ACCORDANCE RED ROCK CENTER • I :t • • S. WITH SECTIONS 18.790.0308, 18.790.060D AND 4. . , ': .e••:•: : . • 18.620.070 OF THE TIGARD MUNICIPLE CODE,AND BUILDING C UNLESS OTHERWISE INDICATED,APPLY TO OVERALL SW 72ND AVE AT SW DARTMOUTH ST .' .`�` SITE DEVELOPMENT EVELOPMENT AS APPROVED BY THE CITY OF TIGARD,OR •PGS TIGARD PDR 2010-00002. I 1 2. SEE SHEET LD3.0 FOR TREES PREVIOUSLY I ..: INSTALLED IN EARLIER PHASES WHICH SHALL I. REMAIN AND ALSO REQUIRE PROTECTION AS PART PERMIT SET 1 22 -, n OF PHASE 4. nA H f.,{ nA' - fl, Revisions: �; - • 3. SEE SHEET LD3.0 FOR MITIGATION DETAILS. r • , ' 23 uA n . • ' • 4. TREE PROTECTION DEVICES REFLECT PHASE 4 ' _ PGt 'f" DEVELOPMENT;TREE LINE WEIGHTS REPRESENT • ' as COMPLETE SITE DEVELOPMENT AND CORRESPOND 1 :` ^`•k 3 •,': ( TO MITIGATION CALCULATIONS. • !•, O` 5. PHASE 4 TREE REMOVAL: Date: :.1;:.1; • 3.30.16 1 �,,: .. TREES TO BE REMOVED -32 . Scale: 1"=20'-0" • 6. OVERALL SITE MITIGATION CALIPER INCHES TO BE • P6 \1 INSTALLED AS PART OF PHASE 4- 144 Project No.: AD13108/325117 G �: '. a+ File Name: I• .� w ., Drawn By: BR ..,.........,:i..-...,..,/,;< : 4.^� MITIGATION CALCULATIONS FOR OVERALL. SITE: Checked By: LMB PG I. \Y 'F , 7c5\ > G ( Jurisdiction Ap roval: • • f :---; / • I "� ' 7 ,��-,r• 103.1 ''V �` � , ya iI µ i . .2 .:.... REFERENCE ONLY NOT APPROVED WITH THIS PERMIT I f . D<0 ( 3 f :: , :!-:::::,../:). - ....x., f : F : ELMHURST ST. DEDICATION I 1 _ C) TREE MITIGATION PLAN — .� PHASE 4 Sheet Title: TREE MITIGATION PLAN 20' N:k,1111,4* • -- -- -- — -- ! cl+M 3 PHASE 4 Sheet No.: LD 4 .0 - / PAVEMENT 4 4 \ \ SPRAY HEAD LEGEND IRRIGATION LEGENDo. _ W =111='11=1 1=1 I 1=1 i=11 1=1 I 1=111=I i I-I I1='I i=l i I I.-Iii-II, MODEL # DESCRIPTION OPTIMAL OPERATING p°c POINT OF CONNECTION _ - 11- -I!IEI 11=1 11-----1 11----11 I - I 1-1 1----11 ----11 Iw----111_-111----11 I----I 11-1 11.- -,1 11- 11-1 1-11 �1 I 1 11 I=1 I 1 1111€;1R;---7111:--7i 11:711I.,€I I f 1 1.---111-17 1 I I-III7 POINT OF EM P CONNECTION PRESSURE �� RAINBIRD ESP-SMT SMART CONTROLLER � ""°�`'"'"���'��"�� FOR SYSTEM PREVIOUSLY -7.1117----111=111=111=111=I I I 17---1 _I I I INSTALLED. PROVIDED 11 I IL-7I 1 111;,"11 ` z ET RAINBIRD ET SENSOR WITH RAIN CLIK FOR REFERENCE ONLY, IT 1 -HI-Ill-Hi- ALL NOZZLES TO BE INSERTED ONTO RAINBIRD SAM-1806 BODIES - ,. SITE VERIFY. - I -1 CLASS 200 PVC SLEEVE z X ISOLATION VALVE AT POINT OF CONNECTION I FOR LATERAL LINE 0 90 RAINBIRD 05 SERIES MPR 30 PSI I 0 17" X 30" X 24" PENTEK POLYMER e 180 0 QUICK COUPLING VALVE CONCRETE FLUSHMOUNT PULL BOX 0 360 -�- DRAIN VALVE * FINISH CATALOG NO: AUPHA173024S 0 90 RAINBIRD 08 SERIES MPR 30 PSI SCHEDULE 40 PVC SLEEVE GRADE ® 120 FB GATE VALVE - LINE SIZE FOR MAINLINE, TWO SIZES FEBCO MODEL 850 1" ® 180 LARGER THAN MAINLINE DOUBLE CHECK VALVE ® 90 RAINBIRD 10 SERIES MPR 30 PSI Q5 REMOTE CONTROL VALVE - SEE PLAN FOR SIZING \, 3" - 6" I CI) NOTES: 0 ` \ .,\ `� MIN MIN 8 120 DRIP CONTROL ZONE KIT - RAINBIRD XCZ-075-PRF �.. :. 49 180 -_ PRESS. TREATED 2X ` = CLASS 200 PVC SLEEVE - SEE DETAIL FOR SIZING --{ 1. SLEEVING ON PLANS IS SHOWN DIAGRAMATICALLY. SLEEVES ARE SIDE BY 0 If ::.i , C9 90 RAINBIRD U12 SERIES 30 PSI - -- SIDE IN SAME TRENCH AND MAY DIRRER IN ACTUAL FIELD CONDITIONS. EXT. BOX GALV. NAILS I O 120 G.I. TEE W/ 1" LAT. TO Eau■■■■ 1-1/2" SCHEDULE 40 MAIN LINE 2. ALL SLEEVES TO EXTEND A MINIMUM OF 12" BEYOND PAVING OR CURB , e 180 INTO PLANTING BEDS. C4I- iTA ` ` 1�) 4r Ir« QUICK COUPLER 6" MIN Q 3 90 RAINBIRD 15 SERIES MPR 30 PSI CLASS 200 PVC LATERAL LINE - SIZE PER SIZING CHART MAINLINE PREvousLY 3. INSTALL A 1/4" NYLON PULL CORD EXTENDING 5' BEYOND SLEEVE ENDS, r M!..41 1111E •!i1� �11!1�'�1.8_ _ a c_:_4g 1 �_ O 120 > PVC TO DRIPLINE CONNECTION INSTALLED,SHOWN IN) I i fe 180 1 PAVED AREAS FOR CAP ENDS AND MARK EACH SLEEVE WITH A METAL T-POST PRIOR TO 1 11 � is VISUAL CLARITY ONLY. BACKFILLING. ` i . u ° ,z, l",.4 , :}� �i, _ a EST RAINBIRD 15 STRIP SERIES 30 PSI 4. INSTALL 1 PVC SLEEVE FOR MAINLINE AND 1 PVC SLEEVE FOR LATERAL 6.\--'-'40--- ' ��} -°� Y y ' , kei.� .., ;' >a -� °: a LCS ��a" REDUCING VALVE STATION NUMBER LINES .IF SLEEVES INSTALLED BY BORING, THE MAIN SLEEVE SHALL BE o SST ( } G.I. PIPE RISER (IF REQUIRED) � � VALVE PREVIOUSLY LARGE ENOOUGH TO CONTAIN MAINLINE AND 2 LATERAL LINES. FROM METER FEBCO MODEL $50 36 1.5» I INSTALLED,ORIGINAL 5. PERMANENTLY MARK CURB OR PAVEMENT BY SAWCUTTING OR SCORING GATE VALVE /7i�'///1,r RAINBIRD XFS DRIPLINE I �� /y,///.////l/ vALvE SIZE WORK CALLED FOR Double Check Assembly ////7/,i////; 12" AN "X" IN THE OCNCRETE AT THE LOCATION OF THE SLEEVE. Pit Installation j/,f/,/,, SPACING aO 0.9 GPM GPM ! ADDITIONAL CONTROL ;///4/148 , 6" BELOW FINISH GRADE ! WIRES TO BE PULLED . "1 . SLEEVE UNDER PAVEMENT DOUBLE CHECK VALVE ASSEMBLY EAST el, TO THIS POINT FOR •, NOTE: ALL COMPONENTS SPECIFIED HERE ARE ONLY r. ADDITIONAL VALVES. �: ,, • .. J'� -------- ----- , , - . -.iia �11�r I � E *- ,itt ii . )1 IA w - ,4 ) )7f '0 r r ,gOdNVA ,(N)dNVAvv.„,„,r,19 I TREE BEYOND TREE, PLANT PER ‘11,/ € ;11i IL Alb • OA/ TYPICAL PLANTING f 11 F,..---4 4 Fi DETAIL / Will t ,, /:„1// �YIlk/ . DECORATIVE GUARDRAIL, 44111110 �., : CONCRETE CAP, LOCK '_II C al AND LOAD WALL, SEE :... ........... /._k ‘,./•›,, ',',... ...,.. 11 ARCHITECTURAL r ...,.. _.., ...._...._ DRAWINGS FOR MORE Nbil � ::: :;:zIFIED LEC /) _lirig ___ - ;`1. INFORMATION i 1 0Q I I CONCRETE - fl TYP. PREPARED PLANTING ' r flr 1 / COMPACT CO CQ II,- * . Z ilit SEE CIVIL DRAWINGS SOIL Ili' r'�' BUILDING C - ' =� ,�� cli) W 1 STRUCTURAL �II'r'� Ti.-)'1'FINISH GRADE CURB&GUTTER,TYP. 2 FLOORS �:. . - ,> 04 9 SEE CIVIL DRAWINGS ® ', SOIL SII-- 21 ,000 SQ FT ,i.,..-", <4. I�IrI -� i iiiiiiiii�������i.. _ 4 i ..�� , !i�. . . a....' a - � � �� -'� MEDICAL OFFICE - 21 ,000 ` ' �i s�•.•.•.-.•.•.•.•.......•.•i i i i i i-i i i. O`er ` .. ,�� 1a \ % ►•o••s•••••••••••••••••••s•••••••ss•••s•••sia• 4C/ � . PA I � T ....�� iii ROOT BARRIER 1\ \� � 1 • • • • • • • • • • • • • • • • • • • • • • ♦ (12 � 4 IIIII#\ \/\ ic ',, •i/,4f 1•114444444444444444444444440' N I wax ir ./ at 444441:44444444444444.4144p I' ,j' r��Y�ii.o11Y��Y�. ;o V" NM. le C� MIMI AM. C� ✓` r. lw fT= --)`"-',•AAS ��I •410:4 • • • s • • • �. c5.. ., dcL r ,. 4 r --- 4/41444t C.U. STRUCTURAL SOIL x•44 ra k. t:�:0:•,-. Min ....�. �'. / f\#,I I A • • • • • WHERE SHOWN ON PLANS - t EQ NOTE: CHECK LEGEND 9 9 L tFOR SPACING REQ. - PI / lood/100d1NO ; Ioodava ,► A A �� O o .i) V19 /°\ ` [...., \ , - , 19 ,; 1 II , ,,,> .� r 0 �/ : 100 I /' ' LOCATION OF '•: ._ ..� � �. ::. . r � - ,... ...,. �Q���h� � JCI• iZ -.-.. i v. ^ _ .- _ - . .. .. _ ,�. ...i.-, .,.... .. ..,....a,.w......., ._. ..•.1110�,�ln4. til.. y ,.,GROUND COVER - �-., � � � � .-,_ r- -._.-. �� .-A...„11141/41X.1.41 w PLANT TYPICAL. O 1�.�.�.��.__,• „�' .• .TALO��i� Q� ��._::_��rflur�, •;= I�-y�l_► Icy/ � ►.. �I . �� `� ,,,%/f.�.,�;rrr - __� �_� ._ �_ = �c� (►"'�� • I �� ►� �;.�!t r!�(9 � Q pi /� ,�\, 11 J ..�- _ iY�L... c=bl�� *. I��1�'�• �f�i��•c7 it'lNellielet.,16:*:l. .. / -.4111111A _....4100. 11111k16.„ P � (9.00 lita r.. U ri N'iz i / r �r4.L.:'+�,� '1 COMPACT �-•' �"tolipr• ; z 'ID / ,,,,,,,.\\\:\:,II'L • . •e ‘,1111°i BUILDING C � : , ' W ° 0 •.. U I 2 FLOORS a c'3* -�'�r � GROUNDCOVER PLANTING DETAIL _ 21 ,000 SQ FT -2 BUFFERV', Q 0 JIIP MEDICAL OFFICE - 21 ,0000 FA 11.zr v: 0 SCALE: NTS �i� PLANT ROOT BALL Alll M • � . .� CS I (10.4.- 1 . , ,rj'p, :�MINIM � _�_ ; ,.;� ��, Vii* ;a,1 2 DEEP RAINWATER = �= pal ���'43 / � � COLLECTION BASIN '''o` •• ' e)Co„ ! .• \#it1 ♦' �• MULCH TO GRADE. i*--- o ter` Q•U, \1 It jiln t ) QBARK MULCH AS + " �•� e.. ii SPECIFIED *f� tt T` - - - -� - My �•,��11�� `�,' r'�.a � � I !"'�! f *j* ® i r frf. -�6`kea �- s --i P.•s' :� , - 1) It -rt1�•mtvii ..4Pou � .Cl Ale r ��► f � ' ..a ;t -r4•0 q 1�v, • r�moi;. � .'.Y.♦ �'•.",��•••• v,t PG \ •lilt' .r ;,soil_ ,, . >+1 r *! . - ,x.*i� 3Au W O .. f�To irei U " •..4'... •... ..../tA� ,".. 4I ,PREPARED PLANTING �tf r:. .a..,' � •.. *.• .,. _ �. '.'.-. a I�Ii .l r ;, �. 1_11Lim1 1=111-i EXISTING SOIL ., .. .; •,p COMPACTED i i �. Ttit � 44,,,,00.00,t/0//,,04_40{•{44,‘„/ - ~,' PLANTING SOIL " Qtt% � M ♦ ia G TWO TIMES � _ �rd taro t11 t�j� - what _ : -.•��� Atittilik ROOTBALL SIZE _� 'r lap f•�"I�► -; -140�� {IMPACTED II,.. .. (..*9-6 , Q. .��,!�Ilis' L-1 BUFFER GRAVEL �i.�, l'Ith,`' � ` 140 11,.is �:SHRUB PLANTIN DETAILiii ,, � , PATH ;tai 114�/ �1, ©=a� 1ir�1� '► r 0SCALE: NTS ?AP I iI *=e � � `1; '` k 1 �jrelsi I! I 114 01"PI• lli pi 4 pii ,,.., --% Mita: <'' it: t -4. P4,1,10/.• Qo 11 1 f►i. , ,. !t�1 I \,,,,..„ , L-1 BUFFER ,dici, i �`!7®1/4 fY U. l � ! AC AL 111016011111 (°o k E I E �;wPLANNING, PC ��� 1004„ ,,\ cof slF-Iii PORTLAND LAND OR 97221 �I�► , y ��i�.Y$ 4 0„4 ,4 .. I ,k xiitti#11iii? , 'ke....-- ir- -:Ita, /..1*- ' .4,,,k ,, ', , I,Ap. , ,i , .I .p„ ,I_ i *`I*'� ,,,: Wit; ,,„.,„, �;i�i dal llr-�l ,: l ,o ANDERSON I1ti.�! • / / 4 � \I !1 ''° r.0,11L-2 BUFFER Via, DA B R O W S K I all %�il��'�'.:q a'� III gh D3.1 j ARCHITECTS �'D Iloilo.'44 A 0.11 O, ig 6 .'460,;+ *' 4r/N Iii ' _ voilairr- ,i, ill . r, r !I ♦�Phf 'otl , 0 ,11 A 71° ■ ill'i4 aril Alt •:.4 ,�Ir�,�i `�! --=�h � �. ,p � 7i 4 IM �.,;I �� I I Portland Office:I! ��, 1430 SE 3rd Ave, Ste 200 �� ©�, , .ter Portland, OR 97214 WI. ,�,.`'�.Cs A\ � � t,' Yid yap y 1 i �" °1.�.1�+�►�i i T: 503 239-7377 ►ow /�•.• .*;*o�' �y t.,�'I/,''"i►'. ,.!� t F: 503 239-7327 1111.194._ tel tfigtebeill 1`..0.14-1,05,- ' '- 0,,,,,;,..:411-1:„...,,:r..dit Ir.....r\J714:"..i.......L.10 / . -...' / /* :1 7 .fir ©,���y. • 14,70:744:074101N000! •r.... iiii; : ©S '',/i2t.V©2 lfi.�11•46�.i,~ ft,.iI�A. t I�l�reki. ,_ , - / / II \\ 4111.r , ';/'/ ',.)s',,› ' -; ..f '' 411111Ir W www.ADarchitects.com ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND ELMHURST ST. DEDICATION I - . PLANS ARE HEFORTH ON THESEOF NDERS N ASO`NED BY ROWSKI AND ARE THE PROPERTY OF ANDERSON DABROWSKI I ARCHITECTS,LLC. ANY USE,REUSE,OR DISCLOSURE OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS,AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION (I) LANDSCAPE PLAN - On Site Phase 4 OF ANDERSON DABROWSKI ARCHITECTS,LLG,IS PROHIBITED BY LAW. SCALE: 1"=20' RED ROCK CENTER BUILDING C SW 72ND AVE AT SW DARTMOUTH ST PLANT NOTES: PLANT LEGEND - On Site Phase 4 TIGARD, OR 1. REMOVE INVASIVE/NON NATIVE SPECIES 11. IF TREE ROOT BALLS ARE LARGE ENOUGH SYMBOL NAME QTY, SIZE NOTES SYMBOL NAME QTY. SIZE TYPE PLANTS AND ROOTS PRIOR TO PLANTING. ADD 50% THAT THEY REQUIRE HOLES IN THE LOCK+LOAD COMPOST AND BLEND WITH 50%NATIVE SOIL WALL GRID, CAREFULLY CUT INDIVIDUAL 2x2 FOOT TREES SHRUBS LOCALLY FOR EACH PLANT AND TREE PLANTED. SQUARE HOLES FOR TREE PLANTINGS,ONLY CUT PERMIT SET ONE LAYER OF GRID. LINE TREE"WELL"WITH ACER CIRCINATUM 5 7'-8' HT. 3 TRUNK MIN. ABELIA x GRAND. 'KALEIDOSCOPE' 10 15-18" CONTAINER 2. IN SOME AREAS OF THE SITE,SOILS MAY HAVE GEOTEXTILE FABRIC TO HOLD PLANT BED SOILS. ( ca 1 Revisions: BEEN DISTURBED BY PAST FILLING AND/OR GRADING INSTALL PREPARED PLANT MEDIA TO FILL WELL TO A \ / Vlne Maple Kaleidoscope Abelia ACTIVITES. IN THESE AREAS SOILS MUST BE DEPTH OF 2 FOOT. OP ACER RUBRUM 'BOWHALL' 2 3" CAL. B&B ARBUTUS UNEDO 'COMPACTA' 20 5 GAL. CONTAINER PREPARED APPROPRIATELY FOR PLANTING. Bowhall Maple OD Dwarf Strawberry Tree REMOVE FILL AND OTHER NON-SOILS INCLUDING 12. EXCAVATIONS AT LOCK+LOAD WALL SHALL NOT ACER RUBRUM 'SCARSEN' 2 3" CAL. B&B BERBERS THUNBERGII 37 15-18" CONTAINER ASPHALT AND PACKED GRAVEL. BE DEEP ENOUGH TO EXPOSE EITHER THE BOTTOM 111 �/ EDGE OF TOP TIER OF"STONES"OR THE BASE OF Scarlet Sentinel Maple Crimson Pygmy Barberry 3. NEW PLANTINGS SHOULD BE INSTALLED THE WALL. MAINTAIN A MINIMUM OF 2"OF COVER BY Q �'`�-- ACER 'WARRENRED' 7 3" CAL, B&B GAULTHER/A SHALLON 40 3 GAL. CONTAINER BETWEEN FEBRUARY 15TH AND NOVEMBER 15TH. COMPACTED SUB-GRADE WITHIN ONE FOOT OF WALL Date: 3.30.16 _ EDGE. Pacific Sunset Maple Salal 4. PLANTINGS SHALL BE MULCHED TO A MINIMUM CERCIDIPHYLLUM JAPONICIM 7 3" CAL. Single stem MAHONIA AQUIFOLIUM 28 24-30" CONTAINER Scale: 1"=20'-0" DEPTH OF 3 INCHES AND 18 INCHES IN DIAMETER. 13. CONTRACTOR SHALL USE CARE WHEN Katsura 4' branch height min. OregonG WORKING AT LOCK+LOAD WALLS. ANY DAMAGE TO ' Project No.: AD13108 J 325117 5. PARKING SPACES AVAILABLE: 85 THE WALLS SHALL BE BROUGHT IMMEDIATELY TO ,r CORNUS gGrape ra e x KOUSA 'KN 30-8' 9 2" CAL. Tree Form e MAHONIA AQUIFOLIUM COMPACTA 23 2 GAL. CONTAINER PARKING TREES REQUIRED: 13 THE ATTENTION OF THE GENERAL CONTRACTOR. Venus Dogwood matching branch height Dwarf Mahonia File Name: PARKING TREES PROVIDED: 18 REPAIRS SHALL BE MADE TO THE WALL AT NO COST �'' g TO THE OWNER. �� wooCUPRESSUS SEMP. 'GLAUCA' 9 7'-8' mag HT. B&B g PENNISETUM A. 'LITTLE BUNNY' 124 1 GAL. CONTAINER Drawn By: BR/LMB 6. MITIGATED TREES: 4IP Blue Italian Cypress Little Bunny Dwarf Fountain Grass NATIVES: 13 REMOVED/16 IN DESIGN 14. PLANT BEDS NOT ASSOCIATED WITH A FRAX/NUS PENNSYLVANICA 'RUGBY' 16 2 1/2" CAL. B&B PHYSOCARPUS OPULIFOLIUS VEFAM' 34 5 GAL. CONTAINER Checked By: LMB ORNAMENTALS: 19 REMOVED/74 IN DESIGN LOCK+LOAD WALL SHALL BE 3'DEEP TO PROVIDE ADEQUATE ROOT GROWTH AREA FOR TREES AS ;ftPrairie Spire Ash First Editions Amber Jubilee Ninebark 7. UNLESS OTHERWISE INDICATED, MITIGATION REQUIRED BY THE CITY OF TIGARD. PARROTIA PERSICA 'VANESSA' 2 2" CAL. B&B PIERS JAPONICA 'RIVER RUN' 43 18-24" CONTAINER Jurisdiction Approval: CALCULATIONS REFLECT OVERALL SITEQI Vanessa Persian Ironwood Specimen River •N m h Lit of the Valle Shrub • DEVELOPMENT AS APPROVED BY THE CITY OF 15. USE STRUCTURAL SOIL AND OR PREPARED illkZp y p y y TIGARD,PDR#2010-00002. PLANTING MEDIA WHERE INDICATED ON PLAN TO OA PSEUDOTSUGA MENZIESII 3 7'-8' HT. B&B PIERIS JAPONICA 'TIKI' 10 15-18" CONTAINER PROVIDE 1,000 C.F. NET SOIL VOLUME FOR i��� Douglas Fir Tiki Lily of the Valley Shrub 8. PLANT MATERIAL ON EAST SIDE OF 70TH WIDE-SPREADING TREES,AND 600 C.F.NET SOIL *t` THUJA PLICATA 3 8-10' ht. B&B POLYSTICHUM MUNITUM 83 2 GAL. CONTAINER AVENUE WAS NOT INCLUDED IN MITIGATION VOLUME FOR SMALLER SCALE OR COLUMNAR TREESVii e CALCULATIONS AND IS TO BE MAINTAINED BY PER CITY ARBORIST'S COMMENTS ON 9/15/10 AND Vim.' Western Red Cedar Western Sword Fern OTHERS. 3/15/11 . QTSUGA MERTENS/ANA 5 6'-7' HT. Single leader PRUNUS L. 'SCHIPKAENSIS' 25 3 GAL. CONTAINER 9. INSTALL ROOT BARRIER AT LOCK+LOAD WALL 16. INSTALL C.U.STRUCTURAL SOIL PER 41 AMountain Hemlock Skip Cherry Laurel "BETWEEN THE BULB AREA AND COUNTERFORT FOR MANUFACTURER'S SPECIFICATIONS,BOTTOM OF 0 ZELKOVA SERRATA 'VILLAGE GREEN' 4 3" CAL. B&B *•, RIBES SANGUINEUM 46 5 GAL. CONTAINER REFERENCE ONLY A DEPTH OF 3 FEET." SEE DETAILS.COORDINATE STRUCTURAL SOIL SHALL BE 3'BELOW FINISH GRADE WITH THE GENERAL CONTRACTOR AND WALL IN ALL AREAS SHOWN TO RECIEVE STRUCTURAL Village Green Zelkova Red Flowering Currant NOT APPROVED WITH THIS PERMIT ENGINEER ON SITE. SOIL. 0 SARCOCOCCA H. var D. 'PURPLE STEM' 18 2 GAL. CONTAINER 10. PLANTINGS IN AT-GRADE PLANTERS ALONG lJ Purple Stem Sweet Box LOCK+LOAD WALLS SHALL BE: • SPIREA JAPONICA 'YAH'PP#21,615 87 18-24" CONTAINER Double Play Gold Spirea •TREES INSTALLED 3'BEHIND THE WALL GROUNDCOVERS &VINES VIBURNUM DAVID!! 236 3 GAL. CONTAINER •SHRUBS INSTALLED 2'BEHIND WALL, 0 David Viburnum \ s„.\\,., ., AJUGA REPTANS EST 1 GAL 18"O.C. VIBURNUM TINUS 'COMPACTUM` 18 5 GAL. CONTAINER >\.„. •; \ \: Bugleweed Spring Bouquet Laurustinus ARCTOSTAPYLOS UVA-URSI EST 1 GAL. 18"O.C. si:, Kinnickinnick HEMEROCALLIS STELLA DE ORO EST 1 GAL. 18"O.C. Stella de Oro Daylily :7,M MAHONIA REPTANS EST 1 GAL. 18"O.C. - = , _ Creeping Mahonia Sheet Title: LANDSCAPE PLAN- LONICERA SEMP. 'JOHN CLAYTON' 2 2 GAL. Staked PHASE 4 ON SITE - �' John Clayton Honeysuckle Sheet No.: LD 3. 1 2x WALL STUD - --2x WALL STUD 8' CMU WALL. *'' ' 05 VERT (CENTERED) P1'. 2x SILL fiE W/ / �,'+1 • :::: P.T• 2x SILL IE W/ t: • F • NOTE: SAW CUT SAME DAY AS POUR - CARE IS TO ::. a°..r 4 q " 5/8'• x 10' A. BOLTS WALL SHEATHING `''S'+ x 10' A. BOLTS . ---WALL SHEATHINGS : �::::.li' BE TAKEN IN TIMING THE SAW CUTTING OPERATION, IF .,: . ' : . . a ' (2) *4 HORIZ X48' O/c •eTHE JOINT IS GUT TOO SOON THE CONCRETE WILL a . .'. ; • ;: - * P- ' ,�-EDGE NAIL - '- EDGE NAIL• • (21 4 CONT TOP' UNRAVEL AND fF CUT TOO LATE THE SLAB WELL ,y` ::: ♦ ♦ 1`,. '�- S Ols. , �.,� Ii'laa •�` ��"�•�� .. _ .. • + '•1 L,w . X ;\ 3 :•1 ALREADY HAVE CRACKED. e I RE KE � , w H W!.xS N an EE ARCH'L D $ O G Z , • * - '\, \ \ \ \\\\\ \ \.\ \ \ - (2) '4CONtTOP ' KEYOMPOUND ASBONDBREAK BEFORE r�(�i T/\//� �' /i , ,.,�� I. (CENTERED) �;:; .. 4. - r '. • _:: n KEY LOCK ADJACENT SLAB IS PLACED � � I SA.G. TIGHT ,:,:. ': ;'.: z E S•O;G. TIGHT '. �' *4 *18' o/c VERT 05 DOWEL AT CMU WALL- /8 SAW CUT - FILL /8 PREMOLDED • DO NOT REINFORCING THROUGH W/ JOINT SEALER STRIP FLUSH W/ `: .. �'., TO WALL TO WALL'. (CENTERED) •. HSS COLUMN •� RUN RE R :: �:: ! EACH VERT l21 *3 tt �t X _ Ill�l•w a' Z ti SURFACE I . a'4� (TYPICAL) A JOINTli RF E • ,. �i.. 2 - - 0 - I Z o/ NS - � *5 12 c t Y } )^ RA ..:+:.r._:;��=• �' �:::�...ca� •�:iu •;.�:.:..� '� -,...tea. r..� �-�'�- �-- N ��/ n , f cot) T` #+. #'�?"o`Tr'J°;1 _ ' "' i �" * yl •' _"i.: ."3.: �.: 4HORIZ ib o/c TOP BOTTOM • • @ ,•.+ . �.► •. '. >' .. 's *4 X s ' .. .. @ •- :./.;;.;' ./. 4 HORIZ 616 o/c- P BOTTOM N r" 6 •.. . ..° ....;� .... U. .,_: '��•'-�� in -:--1--r •� \ \ FINISH G l "5 I T • " ` RADE LONGIT MOW! 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REP R • .a` ,4 UT DINT T INT5 UJ C J O JOIN CONSTRUCTIONJORl"1 1=D I:21 't' FOOTING a 5' / 8' / 5' > 21-0' / 2'-0' �, / / 1 TYPICAL S.O.G. DETAIL TYPICAL STEL' FOOTING 3 DETAIL 4 DETAIL '� , DETAIL. 53.1 1'=1'-0' I'=r-O' 53.1 ''=1' 0' 53.1 1'=1'-0' 53.1 1'=I'-0' HEIGHT 1H' 'WIDTH' 'TOE' LONGIT. -( HSS COL 3'-O'<'H' 4'-0' 2'-0' 5' (2) *4 FIG k- COL 14.-- COL 4• '-0'<'W' 4 5'-0' 21-31 9' (3) *4 -r--A---- a. ' 5'-0'<'H' 6'-0' 2'-9' 9' l4) *4 1 4 D PRO, -----if------' l . BLOCKOUt j"-HSS COL 1 , S N r'1 N F E I (2) *4 CONT TOP .:: ;(,: - 6'-0'< H < 1 -0 3'-3' l'-0' (5) *4 s O.G (AS REQ'D) \ I 1 ' S' S' 1}' 2i' 2i' �'`• ,z,,s� R STAIR LANDING :II FINISH GRADE• • ----- .,-- - '"'4'.',: i I 54'0 • BOLTS :�: •r-�-a-,''. .r• .-.• :,: ::;+. T-i• � � (21 /8 � A BO �,,...,:. ,} � •�{ {, , � staff 's - ilk - \ � � . (10 EMBED) BOLTS --,. .-TY-_...,.' ...r. . , '.•/ (41 /8 � A BOL ,�,� OREGON ir LTJ \/1 . ♦ - ,- !©� - (10' EMBED) -♦ +,�'''^.. ,,1 •' lft<' al'• •* � J ��(2) 4 CONT TOP 1,:i.. : .;{ �9 f 0 ,. ', I " ; � , p4 " i .. /4 V S. N ao ' >\ P.T. 4x10 LEDGER W/ 5/8'4' x 8' . .> ;1.` FINISH GRADE \ i`' • 4r :: }r ` - i �1 � \C COLI COL-) i PI 51MPSON TItEN HD ANCHORS 1: / i/�\i \/ , \ \^ al ; $ to 3r4 x 13 x 1 -1 i I EXPIRES:12/31/16 2'-0' ,; X24 0/c ', V.,,i�,. \/ .2" .,\/� I . ---� I t - - 3 , *4 x ,-' 12' O/C : .. . ;4 \/X j /A' ' IE»' • /4x5/zx1'-I' •• • • ...:,..• ," / \ .. rte,i ills wi��ita� •` /\/ 1 PROVIDE 3/4' (MIN) . \\ r" i,( .. �1. PROVIDE 3/4 (MIN) H T k - 'fr... ..,,,, NON-SHRINK GROUT ` •.r1 R R N -SH T ON INK G OU -: R R fir' +- UN AS D 8 IE ER E Y �i �'. UNDER . •7" . ::.: IE :•fir. .Yy• y `• / f a .t i vim• w• 1. a a,ti., 4 32 a/c EACH WAY • IL ••!:;,,.• E w • RD ' NO LING 2 a`Y :,,..;:-;•: + f 'F STRUCTURAL ... f ,� , \ WV • = :; �. .. =�- .. (-155 7x� COL �/45EHSS �x5 COL 8/45 '`riz. - ;\ EN INFERS LLNOT Go (NAT � � ` G C .. . . .., - RD E ELEVATOR EMBEDS, ,;'>' a•�- ,o, :.,o w�o�e oY. .-o%a '..o oli•, ELE R PIT, E BED �- .' SEE SCHEDULE �rPo ° °�°° ° p;aa�a�Oo°�'°°O r,rP sos.sz�.ssoi SUMP PIT, RAILS AND O V I 7 ,_0, �^000 oop �' s;�s SW iiicn.Suite53 92400•Beaverton OR.97008 WHERE H S 5 - poo "° r p"rp�P l'•:,...1::.:....'....'11;..r.'..,1_1'.',' ATTACHMENT W/ ELEVATOR '� * :� 14 X PROVIDE 4 X32' olc , .';'',: / EQUAL 4. EQUAL MANUFACTURER. PROVIDE > z d COMPLETE SYSTEM AS all E EACH WAY '''-' : *5 X12' a/c EACH WAY REQUIRED. - e *4 *12' o/c VERT DETAIL D TAIL ANDERSON (CENTER VERTS) • '•`• i - 5 1 o ' 531 1 1 0 3 "/2'21'-°' DABROWSK Q ,.4 J *4 616 o/c 1- �: z } *4e12' o/cVERT z •:f Ix � - W -.- ARCHITECT S ', OLU *48►16' o/G = �� r:M O � • u •,.....:-...:.•••:•: .: *4 • 7:'. 8' CONCRETE WALL L L C {.:.•" : : ; (2) *4 CONT TOP -..,t •, •• •r' • f:,w`+ FINISH GRADE 10 .• , .�te SEE �' FOR *4 *18' o/c VERT •,-,. .. . ", �` ...1:::...:.:; .., `,'+ •_: ♦ . ADDft1ONAL W. NF A I o t1ON RM r : i i• b F- * A SEE •'• 4 1 0/ I �•i 6 GHO Rz 4. A >i 41 E S.OG. TIGHT S.O.G. TIGHT _ L • .Ry/\ ��,. F TO WALL T i. TO WALL ��• Y. 0 X r,•___ •' �,' . •_� • • • • ;:~ti' Portland Office: '\)/\�\ .• .', HSS COLUMN IN F I DRAIN / FREE ::T ' 1430 SE 3rd Ave Ste 200 `• to / DRAINING DRA FREE 1 ! WAY \ .:.��- DRAIN REE DRA *5 2 o c EACH . G `b1 � S.O.G. G1-11' ... .*:.:-.:: ',.-:.-....', ... 0 0000 0 BACKFILLDRAININGACKFI ,' 8 LL I Portland, 97214 FOR FINISH GRADE 0 0 • •' • • O TO ,� Ow t, AL L i I , ,oo SLAB 61 * e J. ;:'''2\//://."X/N ,� ! T: (503) 239-7377 �' (5) 4LONGIT ;. ` co r I ! •i 0/c*5 x 12 s0 o o.o� oI.� I- n ..�r 2 9 7 27 4go�P / 24 OIC o 'r d- �o Q 4 Y • • • \ \ 1. \ r ''r e' @ •11 y �J •ny • • .Lia' • : ;r r . a • - : '3 , -.: '- u .. ..- .'!� r'�'-' 1. - . *5 12 0% ACH WAY . . . :f :,. ON Ir . :. A L G 3f �. v @ • S SCHEDULE EE ED E '•a" Y . 1 L • • • -f- W. I. I/1M-: g 4S 24 a/c P.T.:r. 2 STUD D :4' @ • P G _ ;*.i.::" '•'.1.-• - t: +•i': •L• a'1 •, • I���y�a�. a * s (2) 4CO T • N 9:•••:::::::; ••.•:,-:•:••••:•%•...r. 1 _:�.___ r www.ADarchitects.corn / 6 / 10 / / 'TOE' , 8' cn I"- 2x STUD WALL / '/-0' / 8' / 'WIDTH' / EQ / •8' / EQ s ..•a -'' ♦ ALL IDEAS,DESIGNS,ARRANGEMENTS,DRAWINGS,AND 4'-3' / / 2 -6 5' 8' 5' I PLANS SET FORTH ON THESE SHEETS ARE OWNED BY 0 / / / ,4 / / / AND ARE THE PROPERTY OF ANDERSON DABROWSKI ELEVATOR I T E T,4 I 9 !DETAIL 1 DETAIL 1 I , 1'-6' / ARCHITECTS,LLC. ANY USE,REUSE, E DISCLOSURE 11 D E T,�l I 13 DETAIL • OF SAID PLANS,REPRODUCTIONS,IDEAS,DESIGNS, ..d AND/OR ARRANGEMENTS WITHOUT THE WRITTEN PERMISSION OF ANDERSON DABROWSKI ARCHITECTS, 53.1 1'=1'-0' 53.1 1'=I'-0' 53.1 I'=1'-0' 53.1 1'=1'-0' 53.1 1...1.-0. 53.1 1t2'=1'-0' LLC,IS PROHIBITED BY LAW. DO NOT SCALE FROM DRAWINGS, VERIFY 7 % RED ROCK CENTER ALL DIMENSIONS WITH ARCHITECTURAL '• i•--6x POST 1i' 3' BUILDING C ►---6x x 6 POSTSW fE SIMPSON 'HUDB' DBL STUD, MIN T GARDDOR-g' E AT SW DARTMOUTH ST '/z �/ x 0'-1' r I I \ / - • • • .----I Al X ... :::: 11 3/6, 0 o v8'. THREADED ROD SIMPSON 'I-1UD5' (2) 5/8'4 x 10' A. BOLTS 0 0 •• CONSTRUCTION DOCUMENTS TRELLIS, SEE • % Revisions: ARCHL PU.L S 1'4) THREADED ROD " 2MINIMUM HSS 6x3 203.1 ..F e«-S1-11t1 AS REQ'D 5 : t .. EMBEDMENT \ ,, ► `� B 19 _ :: I SEE Il FOR 2'-0' MINIMUM--o r `'/8 D 2 -6 MINIMUM '•' "' 2'-O' MINIMUM-o - " " x 10 A, BOLT 48 o/c $3. +'.°,;r,:` EMBEDMENT •i:. : '•; SEE FOR @ Z- s: :1 SIMPSON 'SSTB24' SEE Illfii FOR (AT EAC • _ - BOND BEAM) Ali 1 H HOR ZON ADDITIONAL 1' .{"_`° 1+ ;: ¢ '> ADDITIONAL N '`;,, f'' ADDITIONAL Date: 31 March 2016 a.••r.. .�. .a: 1.1, FINI514GQADE INFORMATION -"r ':�:. :._,• �: FIN( ;, . r ,r. FMISH I OUT ;' t:• ;• t; GRADE ;: clove NON-SHRINK GR r INFORMATION I INFORMATION 4t FORM TON RM ` i�C- K' 1, • 1' 1 ' Cale' varies iii ii l //' ` ,. /it lix x _ /♦ • s-- +.:- =ia .. -,_. :. + =' 6x6 TRELLIS POST k w: 'S>i • iii ` r Y i�' 'Y Vit'.•• .�- o' DBL NUT _ �� .O• :.:.::�• Project No.: 1 $ (AD05183) },c,- .,.,..^....•,;:.!•1.•F.. .•,,,... .� mss• .. 5-30 yj.- }^ t. . , y •'.rM1+ • .Int , � •�� -_J x 4 x 04 W/ B 'ti. File Name: .1 FoundationDetails �,. 53 J L NUT a� - r ♦ DB '1 ' JHW Drawn C'� �- B Y at 1 @ ' ' - 53.11 18 KNIFE IE 3/8 x 4 x 1'-6' KNIFE IE 3/8 .. . " Checked By: JEN iv C'j 1 8' x 6' GRADE BEAM W/ `"(2) 5/8 0 M. BOLTS 6x6 TRELLIS POSTII w t (2) *4 LONGIT TIES. @ F; 14 TYPICAL. 1-IOLIDOWN - 1--1Dli11 15 TYPICAL 3--IOLDOWN - 1- DUE3 1e, TYPICAL 1-101-DOUJN - �- OL 11 !DETAIL Jurisdiction Approval: L 1 ' w L--- -J - (2) / 4' M , 58' BOLTS--� 53.1 3'4'=1'-0' 53.1 3/4' '''0' 53.1 3/4.-11-0' 53.1 1'=1'-0' --: 6x6 TRELLIS POST y 3i6 /3 -2 3' MAX - -------- - - -- - IE I/s x 5 x 0'-8' I 24' x 24' CMU PILASTER VENEER SEE v..'t-':.:'1. . ; ; T �,- - i '� 43 x V EACH END W/ ` ,/ //\ r `�\\.\\/\\ m24' o��BELOW HEADED�STUDS .1 V *4 VERT EACH CORNER +t ! C_ _� 1 ARCH L PLUGS i .'` /`\ II. ':1'' !1 i , l: (2) *4 HOOP LIES X24' o% b, t' vnil I % y ,� I r -- HORIZ ,---/. .1.: __(2) 04 CONT TOP 4 y *4 032' a/c VERT ''''\\.` .W., /`•�\� /; . g24' o/c BELOW CENTERED /. gekm ! Ci --- \ /' i'' ..:%• (2) *4 CONT TOP i ! _ ! CMU SEAT, SEE (2) *4+CONT TOP 4 , ,.. • =' ���/�/��j\�\<\ /,, _' �. ; g24 0% BELOW j :' -$' CMU, GROUT SOLID ARHGH L DWGS - - - in 8 CMU, GROUT SOLID X24 0% BELOW �.:.%` �4� d O \' Q i. *4 *+32' o/G VERT i / , ! -$-+�- ! BELOW GRADE .111 v•.. `.f.:. : vv • � �\ ie. �/ CENTERED I - ..,. :'G,;:'c' i *4 +�32 0% VERT CENTERED t/ . /� \ Ii:• . I / - •• \\� �' i r'' - - / 8 CMU, GROUT SOLID i ' .-_ .•: ,:.0 , ; ..% II `t Z i --i;•.`_;./..,"__„.,-1--*4 X24' o/G VERT <: ; ip ` S1 U ; CENTERED 8' A. 4' 5•D�Cs. SEE 8' CM ROUT SOLID i'' 4 i 4-m•••.•...:.., ! ;,,.'"':. W/ 4 24 o/c TRANSY ` • . •t. a .. .-t' . ':h' * ,: \ 'L �.r f3) 4 LONGIT i'' . -!... ... .. :. r'' *4 X24' o% TRANSY� '_ ': ; N i �� I `---------__--- .-RETAINING WALL, / •• ' ., I ! RETAINING WALL, \#,..''%.:.' '.. ! 0 SEE 20 FOR 2'-0' • BY OTHERS S.O.G :.< .. .. ....-4 \ - - -- - - IZIF 1'-0' • 1'-0' 1 ' s_�';. .. �.:. ,._ .rte '-0' 1'-fd' ' BY OTHERS Zi ADDITIONAL / / /L , _______ I MN ' I N +.' *4 *24' o/c TRANSV INFORMATION -- - • _*; i0 , . • "'':.-'..',"44:!..i-,11.I..-:',; :?<0 � -'},Ag' : (4) *4 LONGIT Sheet Title: a I B `_PiNi..;. - �'.--..<a FOUNDATION DETAILS 1 1 1 ) S3. 1 �° 1�, SITE WALLSWALLSTRELLIS 19 SITE UJIILL 20 SITE WALL 21 SIVE WALL 3'-3' / Sheet ° N C 3'4'=''-0' 53.1 i'=1'-0` 33.1 3/4'=11-0' 53x1 '/2'=1'-0' 53.1 v