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Plans S 1T2008-00004 PACIFIC CROSSROADS 8000 SW PFAFFLE ST City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 April 25, 2008 II N RE: SITE WORKm AR` Project Information Site Permit: S1T2008-00004 Construction Type: 5B Tenant: Pacific Crossroads Occupancy Type: B Address: 8000 SW Pfaffle St. Occupant Load: NA The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007edition and the State of Oregon Fire Code (OFC), 2007 edition. EROSION • Erosion control measures shall be in place prior to excavation or grading. FIRE DEPARTMENT ACCESS • The driveway is considered a fire department access roadway. The driveway shall be capable of supporting a gross vehicle weight of 60,000 pounds. ACCESSIBILITY • Accessible walkways and routes shall not exceed a running slope of 1 unit vertical in 20 units horizontal (5% slope). Cross slopes shall not exceed 1 unit vertical in 50 units horizontal (2% slope). • Accessible parking spaces and access aisles shall be located on a surface with a slope not to exceed 1 unit vertical in 50 units horizontal in all directions. 1104.4.3 OSSC Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC American with Disabilities Act(ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include all of the requirements of the ADA. Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 Premises Identification: Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, 'N-101,) Dan Nelson, Senior Plans Examiner (503)718-2436 dann @tigard-or.gov • BevelSPACE ai::c2 .irserawrs ,.., . . „ . . ..„,.. - .-"RoUP, RC. ivi ILDREN DESIGN t.....1 lit = Cill‘ = ti it toni ARCHITECTURE . VO1CC: 0 RECEIVED r-03-244 °"3°2 503-244-0417 , 0 0 C ( r°111 11110 C) 110 ,,,,S1% C 1110 t*.111 II" 4111 rill c) 0 [ 1 .7_____., (Th ti i, --__,---s) 0 1,, \,, ....,, r-k----- .,,ir.::,,,:c.,11) CITY OF k BUILDING Ells.it$1,014 L) CI) / 1---------) C If 1 CA CSA r 110 S Legal Description: LOTS 501, 400 8c a tion: 1002 t_i•CS. --P 0) Tigard., Oregc..)ri 7650 .pi,AN17G 1 ,0 • ?"") , . ,-- . CI) 1S138CD' TAX !. wiA, EI, ,,,i,,,, OR ON •OENN JR.,- --. 0 . 1:1E oll Zone Analysis is '74 OF 0 n C:34 Crm . cr Th113 1::) crmil ZONE: C-P , , SilYC C C U 0 (a c n y u[n) 0 . a N 0 (9 General Contractor. Inc. index Structures, COVER SHEET Pacific Crest S E. SUITE 900 A0.1 • Owner° 7233 SW KABLE LANE; OREGON 97224 SURVEY ment PORTLAND, 0 SITE PLAN Hills Develop 968_8949 A1.1 DETAILS Cedar VOICE: 503- LE KISER A1.2 SITE CONTROL PLAN TAILS NW TORREYVIEW LANE CT PERSON: GLEN EROSION TES AND DE 915 N- 9 CONTACT GRADING AND CONTROL NO OREGON 9722 C1.0 AND EROSION PORTLAND, GRADING C1.1 UTILITY PLAN Contacts: CIVIL ENGINEER: • ' eering c2.0 SITE/CI V IL DETAILS AILS LAN AND PROFILE AAI Engineering IVE;SUITE 300 3„0 SITE/CIVIL DETAILS SIDEWALK IMPROVEMENT P Project C SPROhP0eSEDeUtSE: C3.1 STREET AND SIDEW DETAILS Owner: . P. C.C. OREGON 97005 5539 RTON, O--- 03-620---- ARCHITECT: Group, . BEA VE O,„ FAX: 5 R1.0 R2.0 ST - PUBLIC IMPROVEMENT OFFICE Cedar Hills 4C807N5TASCWT -6 0-- u`)u ent CRAIG HARRIS lopm Li Mildren Design G. OREGON 97223 7650 S.W. SEVELAND STREET, SUITE 120 PORTLAND, • 503-244 v'''14- VOICE. ,. Engineering VOICE: PERSON: GENE 244-0417 TE 300 CONTACT PE -ri ') MFIALXD:R E5NO3- 4875 SW GRIFFITH Lane LANDSCAPE ARCHITECT 915 NW Torre Yvi9e7w229 BEAVERTON, OREGON FAX: 503_620_5539 Oregon Clifford Design -620-3030 SATRAUICTURAL ENGINEE9R7:.005 VOICE: 503 17870 SW MANDEL LANE 4875 SHERWOOD, OREGON 971 CDDRRRIVE;SUI 02J508HN CLIFFORD VOICE: aTy_rrt,0!:inGARD t LT-- CONTACT 50P3-"E PERSON: CONTACT PERSON: STEVE YOUNG A ***4-44'4"1"--**--I 3 50GP3RERIFS2FOITNH:3 Coditionally Apprvved............1 I seenLefta.to:Follow-****•••••••••••••I ok ,i,.....„,.... ,---,,-- r . • .0 -....4111 pacific LANDSCAPE PLAN Crossroads SC Corp. Center ' . Lot A D EFERRE Site Analysis* AREA (.33 ACRES) RAGE ALLOWED D ... re:Ayd:d,it-,,,,-r(i'l'injw..40,..-;„ 'c- pat.' le:11:WIIIIii.iiigral '''. -° firuSininklar Site % COVE imumille 14,517 SF vire Alai's, % COVERAGE SW Pfaffle St. SITE: atiechanied ........ SITE AREA = AREA phtinbilli ...pm 5,041 SF 85% IIINOle . IMPERVIOUS AREA: 7,268 SF 84.7% % COVERAGE REQUIRED Ekvstricat Truss Engwelfrqr *maw' BUILDING B = _ 12,309 SF A VING AREA - AREA = % COVERAGE 15% ShcvP Dravilnite .."'". -- P PERVIOUS 15.21% °titer TOTAL IM AREA, 2,208 SF REQUIRED LANDSCAPE: MIN. = 14 AREA = 2 LANDSCAPE AR PROVIDED CT = 50%) MAX. = 21 STALLS (9 COMPACT 18 ST ACCESSIBLE STALL PARKING: 1 ACCESS NPOOL STALL 4 x 0.5 = 2.5 Sheet Title: TOTAL = 1 cARPO°1-/VA 1,000 = 5.0 OFFICE COPY 5,041 / Site Work PDPororetjelacvnt:de' 3 . , ail-mei*? „,.„ 1 - * i ' Sheet BICYCLE PARKING = SITE .__.. ,4i*,..i.,,,,,s..- „,-- ,-..ii...„-,:,-41; .,--7,- 4:,.. i''''- ,;.41' _, ,,,,,„,,,,,,,,,.:.,. .1',#',1 r; ' '.:'''___:;;,,,,,-,:-",',7.: ...„ k , , ir-,.....6.,, '''': ;,, 'let",77.:'-';;;:'.7";'''14; t ..r, ., *. '''' '''''- , ii1;;-' ' ''' ' ilik.,; '''' *4* „, ,.'.*;.".::„°',`,,' '..,:, , ),,r4 ,t,‘ 1 ,,,z, sesrr osa d s . , A,. , ‘,... .,.- ' - --7,- • .._,-,,,,,,,,t,%. ,,,,,,,,,,,, „, , , ,,,,' -:,,-.:::,,,,,,; ' ,fitikt 4,,,t-•.i , ., . . , ,.„.„ .„.,4.r? 4,.-Z,,,,,,7*44t I A tt. (.35 ACRES) ' 4 '''''''' t, irri,--, ,.. 4.- ,,, , f,,,„ .., .. , ., , ,4.,..ANo., 1, . .,,,-;_..., , ,- ... ,c, s '- i Site Analysis: AREA 15,304 SF Lot B ,,?-1;.:1.1'1*a „.1! -:!1'. ' , *it.,, ' ' -,?1,5. 1,4 % COVERAGE , ,...e F SITE: ----....______„.....= . . , . ,, .. .... , ,, ' - -- r ,.... - '' ---X) 4(4 ' 1- SITE AREA = AREA SW Pfa . . ,. ,. ., ,A, , „.., ,.,..,..5 . 11 Tigard, 5,044 SF 85% . . # 4,,,..),..,,..... sr . ,., ,.1,,t,,,,, ,- , ,,,, moo IMPERVIOUS AREA: 7,878 SF 84.4% E REQUIRED 0 ,..,._ .. i A,,,,..., , .,:,. , - ,f',:. 4,..„ 11% Oregon % COVERAGE .14 ''''",- . 44.... .,.. * ..T. ' 'if . ° ,' ' .. ' '‘1,4, 0- it,„ BUILDING B = _ 12,922 SF % COVERAGE ALLOWED ffle St-reet-smi--- Nle-1141nal°1- 11111116Magmlia---1/4---"---------: . -- A\,'ING AREA - % COVERAGE 15% ',.1.,'„'e: -.,,,,-,:..:;,,..,,,,..,i, , ; ,j." , -, ' ‘,.,,,,„ , ::,:ts,,,,,,,t ..., i, .„, ,,,,.,„., „,T.., ffigin_,..---------- - 1 .-e.,,f; , 4,,,,' , ,...,„.. ,-.44., , AREA 15,56% „...... MilliNfi..16.1 ------- itialighlii_:, si•Nowill --------- 1 :::,,,- ,. ''' , . . '''''''," , ' ' '. ,*-- ,;,,i:.: , . % *ill' , '.:' TPOTAL IMPERVIOUS AREA = 2,382 SF - • -' ' Ill - iriiiiiiiiiii--------- 1, LANDSCAPE: _ atgaiTild§ --------.---- --- 1 ii ,:...1A,ii,.. i: A J.'''','"Z4' ,fi,':`,'' t '. , ' . •:''' ' "". ' t"k t , LANDSCAPE AREA - T = 22.22%) MAX. = 41 , x sot, lit' - 1 Revisions: LAN PROVIDED i ,, STALLS (4 COMPACT 1 . , 18 STA E t, D 1 a kv„= # „-- ,i= 4.. ' , • , ' „t ... , ,.. N ,...,11' , , i, , ,1,14:4,„,,,:i,,,..11' ,6, 11 .B PARKING: 1 ACCESSIBLE OL 0.5 = 2.5 111 I 11 . L.1 - ''' '''''` ''''. '''''''' ''' * - *ikt .., !,,, - 1.,....t...4.t' ',. ,. TOTAL = 1 cARPOOL/VANPO MREINQ.UI=RE1D,4, ,_ 5.04 x Ii I 1 III ''''''''''/- '''' ' if' *':'---''''''''''''.;:,. .- ,,,: '.... .,-. • _ '', 5,044 / 1,000 . i;',,,‘::".. if.„ ':- if. ';',, , ...,r,; •, " I : . A" 1 ii ,4,", .... ?,,,.., ,,; , ,,..•:., , + ■ F . 3 lit" 11 1 1, , - i -, p„,,Alillia . .. .,-. . ,, t. ,,,i * ' ' . . - ' ,i ';'''-4.■ ' I ' '''...'''' ' ' 1r :4-',. lt: ' ' ."I'r * - ! -7:A:1' 44,e' .-71,,:;,, ,i,,..: .....-_'...,...,,-;;;..-''-''r';'7''''':'::----1 I\\ 1 1 - BICYCLE PARKING = i ' --- ..;.,..,,-- ,:....„.„.. ' , .„ , ,.,,i. f,' ,‘„''',",::`,.,,T,,,„,:40.-'''4,,, ..„ . =, :,. : "' .., . ' i'S'':14'1 4A: ''''` : t'e' ' {I'-"::li ki''''. :''.:-.P.,40;..'."-' -44., .,,,-, ,.....„;'' ''' .:;:,,,,4; ',7:-..t4';-;7:;"7:7':'•• '''''''''' \litiiii, N\ ,I. ammiiiiimis---- ------- -11.11wig! .. . • .UN . _ _ i _ - -- 1 x .' ,,, `,.'. - .,,,,..,..1. .,, -‘444- i,, '',.„.,,,, .,* -,, ,....„ ',1,--,,'-' „.„..,,t,,,, , A,,,,,,,!**,,,it,.,%.„.,_°.?„°°,..`e.,..,-".."....,,,e,,A,.....,,,,,,,,,,, „,;'' P'..,-..--:,,,,,. ='=',:-',„„),,,;,... 'ir,,' '-' _iitiiitt . ., , , t, „„,',;,,Ifi*Itil::'.,,,,f,p4,1,-',,,:,-':,''-:-,,,:,. ,..,-.1.!i;`,-"s' " '' \11012r. \-. i-ifkAlliairlim..........m.■...frowlidd I •''::,,,Nliittuviswit„.4.------,-- ''„iii,,,, '*--,,,Ziv,,:''''',';''',',I'',,.1,-2,-,:,,,t;:i,..-: ,• , --,:',-,', -- ,,,,,‘;',.,,„-;.,\,_.„,,,;,,,,,.',„,.-;„.t„;;;,Ftizef,:A,, , tik,., , ....................11ffily fA il„,,,,, ‘.: ,,,,,,,,„,,,,r,,,,,,,,,,i,i,..,,,..1 :::„%,.,',..;,,,,,,.,),47,i.? N,,,,,- ,..;-,:;K:::,,:,i,„-,,,„.„40.,,,,,,,,,,,,,,-- . , , , „,..., , :Itta f., . . .. .. ... ..... ,.. ,- ,, .,-...,,.. . ( v villikilvillm - ) ::401#,,,.....;;;;.',,..?:„.„;',';`:1-3„:,,,:.,T„'„-..7:-.,.:' :.' - i5,#;y.'.4-,:-...,-,,,b,,,,,, , ,,,,f,...„, , A, , 'r."' , , of!). 6* s -':::-.,,,,,54-:4,,,..,4,14;:-,t4,-* 01,,,,,, t.. , S'7,," , I , :41 11 \\* \VA& iiV . X ,,,,,t.--' , iws ... , ,,. , _ 4 , , _ , ,., , . . ''.?.-":1;.': ''..:. ' ,i ;:-'1 f I t !t i - i 11, ! - , , ,_,, ,,, , . , , , , , , , 4,.$. .41:41- '.. t ti. :4--,,,-....''''. ,.0' ;', ., '''''`"t ' *is ' '‘ .. = Site Analysis: AREA Lot C 21,178 SF LOWED , \ \ v - _ ' ,:i''.,', '0'''' "'''''' ' ' ' •'''`''' 41 ' 4. ' /w , .1 . t. . AI. I , s,.„, 0 "ilt...,iiiv,1„ ' , ALL % COVERAGE ) ,,,,,f . # , „,.,,. if,,,, t. i, ,, , ,, ' SITE: , _ SITE AREA = AREA ...r... .;11, A _ ..... ,..- __11 -1L_ ''' '' 1 I , - , .ir , . , .....' ir , ., I „. , , , . , ' • ' 4* 1. ; i ' e ' . ** ' ' OS M RESERVED 0 RIGHTS E PROPERTY OF 5,050 SF (.49 ACRES) 85% 7 0 ...„ i„„„.., ...a. x - - „ , , . .. DRAWINGS ARE THr.c., AND .AREAN.y. IMPERVIOUS AREA: 1L843 SF REQUIRED ' ' ' :.:..*:ilk vr Awing. .......1 I ill""" \ , .,.' , , ', - , * . 4 * , , , '‘, THESE DESIGN GROUP, PRODUCED iN a 4.. , . , ..., ,, , ,, :t7l1,1 , s' MILDREN NOT TO B MANNER, PERMISSION E USED OR KE PRIOR WRITTEN OF MILDR EN WITH THE rrc GROUP, P.C. BUILDING C = _ 16,893 ‘D' % COVERAGE % COVERAGE AL .1i _ ...11 , iiiiiiiiiii -----,\ _ - - 7 1 , . . , , . , , ., ..„ . ....„, ,, , .. EXCEPT EN DESIGN AVING AREA - AREA = % COVERAGE 15% \ I. I) ' .. ,,,, i , .„7„.t.' ,, - ' ,. - - . . ,. . .. . , . - - ,,, vis , . t , ,,,. P PERVIOUS EMI , , Y ' * ' , .,,,,, , Sit... ' 1 41,rif, , Ii- be 2007 -,, - ' :: "' :1 li s , ,,- 6, 20.2% / , , .. , TOTAL IM AREA _. Date: 4,285 SF REQUIRED I . ' ...... x , „ - .0' ,1)14A''.. '* ' ' Checked by: LANDSCAPE: A =..... mIN. = 14 III4 , saw. moor , , e owner . ... .', ' ., . el ' * ,,'...' '' '4: Chec NDSCAPE ARE T = 38.89%) MAX. = 21 \.„,c...- . . ..„.. .. • LA PROVIDED '-111111 . . . . .. - -, ,, , vv, ' . , ,, ' ,,,„ ;..fk '. -"--I , , ..„:„.;-„, „,„„:„._ Drawn by. LLS (.7 COMPAC . - , . WEIVI 1,8 sTA 2: 11 , . ,.. , ..„." , ., . , ,-:...._.., .4,-. .„ -A. -.# . I -L, - ': ',.. 4,4 i I 4,,,,-,-,t9,44..400 BKS/1\4RW . ,..,;,.',.._- - , i PARKING: 1 ACCESSIBLE C.- ....., ■ , ,. . __ ,, ..... 1. , , , .,- {, OL 5 x 0.5 = 2'5 1., - I r' >< , , - ,,, , , 4* A ; A. ,g , %., S , 40?:.4'' 4. .1 ,, i ,..1, Job Number:• TOTAL = 1 cARPOOL/VANPO / 1 000 = 5.0 " " '' " 106244 5,050 ' . 'I '''' . 1 1 , • ,-.,, -,' , ,,. At ."7..,, raF" + '''.4.0". l' ''A* ,,,,,* * .. f:PE,;',11:11 I .„., . . - . 3 I 1 V 1 fTh .._ . ,..,,., „, ...,_ , „... , ,, „ , ‘ , ,, . IN la IS ,,pfl rt,c,tlf;.-.:,1'-'3"•., ', ' ‘ ,,„ ' - 0, 0 Eu , - tj , .7,,,,% . " Sheet I Ilik 1 n 1 1 ....)e........r 4', Ar ;;% -1,..,--,'. , BICYCLE PARKING = C II 1 (45 I 1 - x -x ., , , ' '''''''''' ' ' ' ''#' [ / ,.,. r'f",',„.-....0 5110.1rrilrlt;;:311'i Pi;if-* *-W ' v 1 I I-- - ---x--- - - - )(1"-- ).., ::-'''''''' ' . '.,,,,,' . - , , , 4 • 1 , giii 1 %0 ,,,-45'3.. ' AO. 1 ..., sill 1 i I , . 5 .J., 16 . r 4 p,),r.1 t. . 2("11111' -------".1.. .....-....-.. ...-......... .._._ ilk Vicin • ity Map ,..... December 2007 Permit Set . 7 i ' j Not to Scale Site Perm -x- MIII9IF ........._, S Key Plan ti ILDREN DESIGN GROUP,ePc.Ce.,m2007,r i". 1 S 4 :.,-,- ., 4 ,.. ii. Nippy Not to Scale WATER NOTES: ® LEGEND: 1 CL STA: 14+08, 11.55' R, INSTALL 6" x 6"MJ x MJ x FLG TEE W/(1) 6"MJ PRESSURE REDUCING VALVE x MJ x FLC CATE VALVE &TAP INTO EX. 6" FIRE LINE W/ 18 LF& SET TEMPORARY BLOW-OFF PER TAM DTLS 200, 203. AIR RELEASE VALVE WASHINGTON COUNTY 2 CL STA: 14+05, 11.55' R, INSTALL 6"x 2 1/2°MJ x MJ x FLG TEE. TAP INTO FIRE HYDRANT SURVEYOR'S OFFICE EX. 6"WATER LINE W/ 18 LE, 2 1/2" STUBOUT PER TVWD DETAIL 702. g CATCH BASIN 3 OCL STA: 14+04, 11,55' R, INSTALL 6"x 1 1/2"MJ x MJ x FLG TEE W/ (1) 6" MJ x MJ x FLG GATE VALVE&TAP ® STORM MANHOLE INTO EX. 6"WATER LINE W/ 18 LF, 6" STUBOUT FOR FIRE LINE & SET (S) SANITARY MANHOLE A C/ EP TED FOR FILING TEMPORARY BLOW-OFF PER'MC OILS 200, 203. ® cLEaNOUT O PLUG END (n 2"TEMPORAR'BLOW-OFF �- /// {• STORM 0 FALL\\s„ \ RECORD OF SURVEY , ____ ce, 7 N„ � � C N 18 STA: 13 Tw — _-��_.--_. - ,-G, SITE BENCHMARK OFFSET: ! Tip/ N RT IAL T/O PFAFFLE STREET ELEV=2 X x.. 11t50 — 12 00 x ... �:.,: 12 50 1 00 , .' x _ - SOUTH- +• w� 13 50 - I 1400 — I 1450 i 1 00 I 1550 I _ 16+00 I 18#50 I 17-00 it =- -- 17-50 FX.EOP EX.DITCH EX. ,a' Q EX.ORCH EX.6"WATER°TdAiFt`_.`..__ X_...-__ '{�i..tl = �.... �h��a'ru3; 'r 410 / AT /i�lI /•4NB,EN �4 F'C,�RT/O�t!OFL OT _ :. _. ._: � . F� - -- X x - _ 2T7 JOHNSON FSTA TEADD/TION TO X EXIST.12"CULJERt `.x_ X .-M-_Y_ I Ll i X 2«COPPER- ;f)74:17.4AIX MES EL , E% 12 CULVERT X p Do nc wa7 ,- 'RD' x 1�_ LVERT w ,— - o _ _ _ BEA 1/Ef�'TON—REE fLL,E - rr INOTON :�i� 41 .H. L80X PAD--"' WM R D Y A.+ f . ." _. - �_] ." .« ` ,= /�'��VJ _ _- 58t3'9'S7"E 260. .' WM n r����' w r �h�"- T�'�A" a 9 9— Fd{L�{ �I.`^" r,t v., rr t y CO — = 0 22 56 20'� ® p 9 99— ` 9 0 9 99— COUNTY, OREGON ER VAULT S 0 0 22 56 = 209. 6 500 22 56 = 209 . 6 D s"DDCV +• DATE 10/26/04 toe. 0 0 2"COPPER } �I _ ��., .._.. __ ____ lop lRR.WATER ® _x DOMESTIC WATER �� ( �} 6"FIRE WATER LINE ® t�/ ! 1.06 AC. I—,„.ilf,*' -:-. : "r \l%� Al2l11• .'s lJ J lellAiic.0 TL 600 s1 tY �= �-{i'Rv" �{ 40k 1,f..- il —— '%la BD ,tt e ,...,,, ‘`.' ____ta. ____ ,.0 1"" •co f• ce eksb e ,,0 el ,1/41- S ''1\)' - 1 ,ri v i * .;` `: z- GRASS FIELD ®(-}� 0t ; E COLOR ANNUALS (AN AL PLANTING B aS) . 2 ilk N ®iI� 0 0 e :IND 0 cy) x 1 :0 co 7 , e 0. e 0 I ,,, . • siQo co \(.5\ _\ I x 48, . ®CD , G.M. TRAINING • e CENTER 1 - e — — — — \ of — X ' ,' ft — Rio < r :fir, - a - } — —--- — _ — . . l .- SEARS HOMELIFE CENTER f 1 E I 0 40 80 120 SCALE: 1 " = 40' I FILE: 2006\06-171.01 RODENBECH\SUR VE Y\61712ROS.DWG DATE. 8/18/06 Keynotes __ 1. EXISTING DRIVE 2. TRASH ENCLOSURE - SEE DETAIL 8/A1.2 3. EXISTING FENCE TO REMAIN MILDREN DESIGN GROUP, P . 4. TRANSFORMER PAD 5. PROPOSED ACCESS EASEMENT . SPACE PLANNING 6. RIGHT OF WAY DEDICATION 7650 S.W. Beveland, Suite 120 7. BICYCLE PARKING - SEE DETAIL 7/A1.2 Tigard, Oregon 97223-8692 8. TVFR HAMMERHEAD TURN Voice: 503-244-0552 5W Pfaffle Street 9. TVFR TURNING RADIUS Fax: 503-244-0417 - - - - _ _ - _ _ _ _ - - 10. LOT LINE TO BE VACATED 11. PROPOSED LOT LINE 12. WIDEN EXISTING ACCESS 4111) 13. NEW CONCRETE SIDEWALK 5,_0» 14. REMOVE EXISTING CURB 5'-0" 15. VISION CLEARANCE l 40'-0" I 104'-11 20'-3" 16. STANDARD ACCESSIBLE PARKING STALL 5'_1» 30,_0„ / 30 _p�, 17. VAN ACCESSIBLE PARKING STALL AND SIGNAGE - SEE 10' 0" s 10'-1 " 10'--1 " �, DETAIL 1/A1.2 SIMILAR ( - 18. CONCRETE PAD FOR MAILBOXES CONFIRM LOCATION WITH USPS 0 NM . "' 19. CARPOOL/VANPOOL PARKING WITH SIGNAGE - SEE DETAIL 5/A1.2 pjr �, ��� 20. PAINT CURB RED WITH "NO PARKING FIRE LANE" IN WHITE PAINT; � Q / ��'' LETTERS TO BE 1" WIDE x 6" HIGH E 21. STRIPED PEDESTRIAN ACCESS Aid �" ° d 4 ° 4 4 22. BOLLARD SEE DETAIL 6/A1.2<1 III d o A q a e q a ° ► �� d ° ...0 4' a. cv� aa. p4 a' ° ° d o.4 o a s e .4 a' °• 0.4° d .. ... r. .� .. i/i °. ' a °° . . 4 4 a ° a ° .° d 23. EXISTING FIRE HYDRANT 4 • ui_ d a a 4 ° d I A 0 ° d 4 'rd 4 G d d ° ° 'a• 4' 4 „ q a d o q d a . ter+`Ire►s..w'Jrwr�rJrrrJ��Jr.o►Jw.Paril ,.. _: v 4• 6 .. a ' ( ./�.i�r�rrr�rrir►ir •/ r w,wirra.Ti wrrrrrr ��.�.���J�"J�A�'/1�7'JiIJ1IiI�MIM�.r w�.� J1�.�11�.i�►'.�✓.+�IJ�'�t�.��r.�� r t._\Sk*V1) ilt$,;/..., --.) � . _ _ �- :,.>rw. .■-.rig ...■.,,�...�...,�J....�..:.m ,.....rr......«..•.�..�.... .w..J..'. ....�,:...�..... :J. .�.t, • _. . d 00 24. EXISTING BUILDIN G.__. � �"'rl�'"'�!' �.Ip'�►�"ag'.i" .rr�r�rirrr,rr�rJ�rr�riw-.ni.�riilir� .rnrr..rrra+rrrnrurJ�rrrrr:•.ii ,.wr .wwFJr�.�r fir' wrrr�►.w«vJrr►..� .�■..■.■c�,..�..:� ..,� ,�■■■,■c:...�.,•--- �■.�,■,.�.�..:� ,, _._._� �: -- - ... - x CONCRETE PAD.,r 1P4At . _ -�■■...��...■c _ .�.�.. ■. ��..■.�r,..■■�"-----'--. � -r 25 LADDER TO ROOF W 26. BUILDING TO PROPERTY LINE 56 '.x""'3 to 1 �, 27. MANHOLE - SEE CIVIL I . MI JR.•141 1 t" s y ► A ? '74 GAR REG*,A04 47/ \ , - OF (11.- .,/ 1' m 0 • Rip / / \ , Ire4 , / . '. 0 h4 0 till I I, i a / !fp . curb T e.f ;1IIL Proposed Buld�n A ProposedBuilding# 4 7 ilk . CAST-IN-PLACE ► , p o B ■ 5,041 SF 5,044 SF �- EXTRUDED 4 r '4 Inir, \ cv:74141. ii • "NO PARKING" 0 ■ . _ . �, Ofr\,111 ,, „s„,„, . _ /////A10` ,�, 4 A1.2 Ag • . ` � •d . • d :'- - `.ice e. .._:' .. • a ma - . .�_"". T 4 4 d• . d . ' ° 1 r General Notes\ \ . \ <1 =V ft e \___1 . , % : iT � . PROVIDE $800 ALLOWANCE\ fit) • \\ .1 FOR MAILBOXES. Owner:r�� ° _ - ° n 11 11 ° a • �++a e d I : Tr d a a E,+++++++++ + a i+ .%% ■ o. �- a -- ° a a � d a r4 \ B. PAINT EXTERIOR ELECTRICAL EQUIPMENT P2. ° ° a �+ +,<:�1 f ! , N. 4 ° a - ° - -J d a b C. PROVIDE CONCRETE PAD AT EXTERIOR ELECTRICAL EQUIPMENT, Ced Hills - - - d 4 w- a '' 4 °° ° 4 a a Q...r...._ .b_ �14+.+�+C+i+.. ° (: ,+:+:+: :I4 #:::!:::::::::::::441 • o �� e ° ° ds� q a ° - 44 0 \\ \ a ° -A. -3 d ° a • - - VERIFY SIZE REQUIRED.e ° °d° ° a o q ° a d 4 ° a :++++++++++++i++:: ° +4++++++++++O+ q 4 a d n 0 0 \ • TYP. Q I I q tI l t. P'" ►I : : : \ , I i I I , , _ 4 ° °n J i 1,\ Iiesvieloprrient CO I • \ • .44,...,1/4 • \ l\\f•�•1••f f• T ........... I I / 915 NW Torreyview Lane r� �,. �� �.�. , 1.111 'nu \ ,iiiii: f 7,,� -- (c) �.�� Portland Oregon 97229/ //I \ /%� �' /1 /\ / //7\ / ,, / I Te10/4 --"/ - 7 /� 5//9/"12/// / 9 0 �' -O 6 /36;,-0" / •'-p'° ,_ \ #A / / 63 0 6) P. Xr '-0" / 3) P. T -0"// ,% 5,4217./A 9' (7) SP. AT T 9'-O" / .,/44 \ 1/./ ./ A ArA f /A // A 0 ,, ( j / co 4. /` / / / �/ / , /of- ,q. o f / / : -0 / 4 -p» /, » i » Project: 4 8 -0 24'-0" ,i 4 f / / �/ / // , /'' / / // / 5) /S . / 0 / / / (5) SP. AT 8' II"„„„,,,.. Pacific 1.p _p er- / , /, / / / / ,/ / / / %" / / i , C )_._ ■,. / / / /. . d _ Crossroads \ / / / /0 , k:..::. ,,, 1,• •• ,, ►+i+i+++++i+i+i++ 4 ° \ Corp. Center \ / / / / a < 4• / // ' I I S ii 4 \ ,,/////// 20/ / 0 fi,• y d 1 ite 4 \ / 7/ 1 I I SW Pfaffle St.//// d a / / I I I -- -- ------ - ___-_____ „ ----- : A ;a / _._1 L_ \ _J Tigard, Oregon / o 0 . ,, <, / /x/ / 4 / / I -■-■ -■-■ ■""■- in 0 411)l• rr. I I 1 r, - 1 %, j/= i I i \--;; 1 a / I / Sheet Title: haly h ,,i / . I COMPACT COMPACT COMPACT COMPACT COMPACT / COMPACT CONTACT COMPACT a CONPACT COMPACT L ../ d ii. ii ., ...._ __. . • .„. Site Plan iii, 11 4 //11 o d °: //� ' _= 40'--O' 8'-O" 40'-0" v. a t = .' °. '` // R (5) SP. AT 8s-0" (5) P. AT 8' '� . d 4 / / / a a d ( I:; :;:::::2:::;:: 5'-0"" 63'_0„ 9'-p» 54'_0» m I►i+i+i+i+i+iii+i+++i+i: /- +.++++# (7) SP. AT 9'-O" (6) SP. AT 9'-0" Proposed Building C +q°+ ° ++� 1 Et co 5,050 SF a ° CO r„, ....___„..\\\ ---.:::-] iK.;.:.:-.:9;c9xlik>+.+++++++++++++++p•, \ 1 1---- \ •■ I $$::*****'++++++++++ ►+...+.t.+.+ ,, I I I I w Revisions: I ■ a • q w -_ e V. a I ° 0 I I • in_ _ J i._ J I 1 7 , l."-- 1 it d cv. .�'"• if 1 11. to a. ilk ii r i 11° d 1) a 411) 1 , MILDREN GROUP, P.C., 2007, ALL. 4 , , , 4, , , , , ,...__________ THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE in r //.%///////!///f/I////!///I r//l//!/////I/////////!//f///////1///1///!///f////!!///////.i/////1.f/ !/.%////l//////////I/////.I/////1////!//////////////�///////////%// NOT TO BE USED OR REPRODUCED IN ANY "� �""""� �"X� �_. .1 •„■ ■ ■ • • ■ ■ is MANNER, EXCEPT WITH THE PRIOR WRITTEN J� JC X PERMISSION OF MILDREN DESIGN GROUP, P.C. X A 10'_1" 58'-7i" 8,_3iff Date: 13 December 2007 w 7,_p» 15'_6» 26,_0» r i / � 4'-4„ Drawn by: Checked by: I R MRW/BK WEM r . Proposed Site Plan Job Number: 106244 Nip Sheet 0 5 10 20 Site Permit Set - December 2007 A 1 . 1 L \/\ L___ 3'-0" II 1 k t t N , / '4 1 16" CONCR a TE CURB g 0 - L . .1. . i 4 011 1111111 ■ BIKE RAC FOR (3) BICYCLES, 1 < 4 4 0 1_____ „ _. 4 011111111.41111 (2) TOTAL 0 0 41.IIIIIIIIIII.„i M1LDREN DESIGN GROUP, P.C. a.ma wimm...0 i ,--r 2 0 LI P211 PAI P..i..V.a I toi -R1C- •...,:.1,' ..r. I ARCHITECTURE . SPACE PLANNING CARPOOL/VANPOOL - P. __ _, Iiiir".- -oo• PARKING SIGN - SE • ‹ M. r21 I_ -_ , , _ ....c7- _ , _N ...=.=,------ 74•1_ , ) DETAIL 5/A5.1 _40._‘--.; 1,_ I '11 i ........ ........, MOIMINIIIII MINIM 111■11 ACCESSIBLE RAMP WITH DETECTABLE ARNING 3" SMOOTH TROWELED JOINT 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 Voice: 503-244-0552 • -- a ?, - 1 2 co TYPICAL Fax: 503-244-0417 Y-1 • I I I /1 `• . BROOM FINISH 4 4 r i - - - - - - - - * a - - - - -4r, -11 I < 4 i P < 4 . 4, 4 4 , STAMPED SLIP RESISTANT PATTERN (NET • ,.... A1.2 . 1 I 4 ,6 PATTERN SHOWN) PER UBC SEC 1109.6 4 1 lfr ■ • ly 1, 4 7 • 0, •■• 1r 1r 1 - L___ _ ____ -LID2 6" CURB LEVEL WITH SURFACE g* ffr, 1 /3 OF ADJACENT SIDEWALK a I :,„ 4 6 4 4 a .6 ■ . 1 4 t 1R't At, a I If' I .090" ALUMINUM SIGN PLATE -. . a 4 . . ‹ 4 < 4 * ..,, ::'' ' 1 4 A. A. A. A ■Iih. All. A. VI.1 i■ .411, AI 16, A. A A. A. A. ...... A 1 4 0,, A BLUE REFLECTIVE SHEETING < a .1 _ ______, NN 94." HIGH WHITE REFLECTIVE 6',--.O" ,, -1.' 6'-O" i ., 1.__ ___ JL, I 11 U.' , nr,,,t...._. ..,„ r , ,[3--_ ___:__ , 6" / 7" to I ir •t ...7 . PARKING WITH O.M. LETTERS AND BORDER, BAKED ..„,..... DISABLED PERMIT ONLY ENAMEL 4.. Err =or. simme MOO - t I VIOLATORS SUR=TO ,./ CONCRETE RAMP FLUSH MI _ L_J11&.-- , , ii 1 lolapej HANDICAP SYMBOL WHITE ACCESSIBLE SIGNAGE .,_ y0* TYPrTH ASPHALT II. - k ---f - . Rrn . •::::,:..,.•:. '....... .615 WITH BLUE BACKGROUND 2 PER STATE II .111IV-1- '-o--- --: ‹ 4 \ ...v..... .v. ,. . .' ' ' :'.:': 7" 33" ‘ of A A1.2 t I I • REQUIREMENTS --, *= AIM ( VAN-ACCESSIBLE ...k; 4" PAINT STRIPES -6 , < .: . VAN ACCESSIBLE SIGN WHERE (tOD Ats„ 111•11CLID ....a.. , t.- ,, AT 2'-O" 0/C TYPICAL , A • ,• . . , .,. , .) .. REQUIRED .... \\--4" PAINT STRIPE - • ..„,, -..- --..,vi A •• • '''• .. .. .: ..... . 1 ci •• 1 -.. ;P WIDE PAINT STRIPE i 00" .."11* 10 40 • 1 4 •* * A, :...........: ........:::: ,. ..:: . . .. . . ..... .„... . . TICAL t.-. / \ Pr 101 NOTES: ‹ • • • ■ 4 . • ••• • • . • .. # 1 , Tn.. b t '''\ GALVANIZED STEEL POST A , i , 4.. SLOPE 4„.„..: 1 ' • (SLOPE,: i .6 4 ,,.. . ,. 1' 86° -:.:1'....:,:' .'.:..:%: . .,„:::::.:: ,: .•.,. / • k f) . 1 , , ,,, ' '' . - 1. AANit AsciGcNEAssGIEBLTEoscToRmipxyG irip, "v Irv. 14: a , • WITH ORDINANCE ‹ ::* ORS 447.23,3. 2. ACCESSIBLE SIGN TO BE . ., • . •• , 44 ° 4 4 <1 • ••II . <1 • 4 0 .. ".• • • 1 i '•• •• .. ■ • 6 ' *V •• • •.. < • 4 v 0 %. . i; _ t.........t.-...-04■4•46. .........0.4 "........... ■ .***A...A..A 4016 *AA 4 1 ' 7 (N` 0 ,..'. ' ..:.....t .....A f. . ...' .. ... ... ....' V' ...'2..' .'''''.'.''.''.'.'.":•-:”.'.-i-:: :•••.....' •••...•.i. • . .- „I,: .• .:.:;:::*:.2.:,.:....•.' .• .' i tO i ..t■ TIGAR i 1 REGO .03 it. MOUNTED TO SIDE FOR . . .. . .. . .. . . . ; ..., , , .,.. . 67• .:., 3 VAN ACCESS LOCATIONS .. .....-.,.....,:.. ,..... . •- PAVING WALK AND CURB WALK EVEN WITH .... ..::,.. ... A1.2 AND MAY BE CENTERED --........ ...::::. ,,.. i , ACCESSIBLE SYMBOL, -/ FOR STANDARD ACCESSIBLE \ ., WALK AND CURB 5 I PAINTED PER EVEN WITH PAVING TOP OF CURB \ SPACES. STATE REQUIREMENTS 3. WHITE STRIPING PREFERRED 6'w 0" 6'w 0" 6'w 0" SLOPING 4" 10" ao, I 1,, BLUE BACKGROUND AND BLUE ' 1 ' 4' 1 9'-0" 6'-0" 9'-O" PAINTED CURB OPTIONAL \ l '-0" \ I 'To" 2'-8i" / / / / . Li 1 Accessible Parking Stall ri Accessible Sidewalk Ramp 3 International Accessible Symbol (71- Accessible Parking Signage A1.2 ramil...4---iim......1 Vk‘l ' 1/4"---1'-°" • 15a6-r2 Al 2 1"=1'-o" . ° 15b2 1 ) 0 2 4 8 ' 15b3 -°" r 7 ?", ,"iv 4/ .' ' ' : I 7. .'' , „:"' ,, I/ 17 , ' . s ; , N 0 I BRICK VENEER TO Owner: _.I 1-- MATCH BUILDING Cedar Hills , SEE SITE PLAN , A \: .--t :4',Mlij Development . , , 1,„...., RIBBON STYLE PIPE RACK __,...4 K4. b■,4*: ROUNDED CONCRETE TOP r ,w..4.::±ktt BRICK WALL CAP - B1 SEE SITE PLAN FOR NUMBER . SLOPE TO -, 1h" CROWN s„ F"'" "4 OF SPACES • \, DRAIN 7-8 in 1,_0" \ 4A 444 (2) #4 CONT. AT 48" O.C. IN BONE .,, ././ .090" ALUMINUM SIGN PLATE iy. .-- __ 71 I Am! BEAMS AT TOP, MID-HEIGHT & WHITE BACKGROUND ,.., R.I: 1" HIGH BLUE LETTERS , BOTTOM OF WALL; PROVIDE (2) r AND BORDER, BAKED ENAMEL ` (--- .-- , , , 7_44. 915 NW Torreyview Lane #4x24I AT WALL CORNERS . _ , 0 N Portland, Oregon 97229 1 11, 24 4"0 STD PIPE WITH • . 4v v #5 AT 24" O.C. VERTICAL PARKING to , ' , , to ' 4:4 ": a FOR I , CONCRETE FILL 7-1-0- , 4INIX i Au no 8" CMU, SOLID GROUT to ; A1.2 . 4.. v 4111r . I CAR POOLS / (3) EQUAL GATES - A ,t4 1 " FINISH CONCRETE TO MATCH t0103 / , . 7 i oo ONLY PAINT HAZARD YELLOW ADJACENT WALK / 1 ;TA 81 it BRICK VENEER TO / -r,. .14 4 e. 1 , • ;?"----'0 0 A:■1 '4 MATCH BUILDING , r 1- ,.7 A Iv _4 A■i.:411 0 #5x 48 L AT 24" O.C. TO MATCH Project: FINISH GRADE / z 10 ... //, 9 < AND LAP WITH WALL REINFORCING ' '...W.: .....1 Alio oilti Pacific ,/. /, A1.2 CI_ r AV A . ,■ = -;-- , 0.4 74 I-■ LI A A //7; A■4 :t4 Crossroads D i GALVANIZED STEEL POST , / . I-- ....... m .. , nut$ 0 ".- 7 - ..... CONCRETE FOOTING b .4 .4 I-Li 7 7-1 __ Corp. Center , , , ... iv r. -.... Jil .: ,.. . :N5! . .\:: .../, 4. , t.i..1 IN 6" CONCRETE SLAB WITH r. / (f) 7 4 I q I : co , r4:9 1 #4 AT 18" O.C. EACH WAY Site i =4- . . . . . . . In ' .'- CONCRETE WALK - SEE SITE PLAN x 8" CMU ,....„7,4 • • ..i44 2 • . V . • V • /7 / 0 0 SW Pfaffle St. •. 6 ft 0 CONCRETE FOOTING T/SLAB V p /..4 A1.2 x Tigard, Oregon ..• 1 . ..• ..'' . / 4 * . -Ar........-....... 4 , L / r; 4. 4 ! •:i I '1 4 M I_ _I t 6" , , .,1 . f; A / () v.-. In -I ''' 4 I 1 `7 4 /. ''.4", (.) • e • 1 '4 4 4 • : , N,\. N' , I \ 4 , , \ \■,, N\ 1, , 1'-0" 2'-0" L ___I i f 15Carpool Parking Signage 6 4' Bollard 7 Bicycle Rack 8 Trash Enclosure Plan (-6-- Trash Enclosure Wall Sheet Title: , \4\1 ?) 1"---r-o" A1.2 34"=1'-O" A1.2 1"----1'-0" A 1.2 x"-v-0" 'q,,,k1 F)3/4"=1'-0" Site Details • 15b3a 15c2 15e1 9a5b2 D10 / SEE SITE PLAN / TOOLED , g' 1X" STEEL TROWELED EDGE \,:, 14" 1X' EDGE, TYPICAL 2% CROSS SLOPE 4 . 'AV " 4" CONCRETE SLAB i 1.1.111-11 4. . t,• A • .4. . w' 4 • 4.1. . w' 4 • 4. . t..• LLITO ' WITH CONTROL JOINTS A '11.111.111116111■ ■IIIIIIP" 1 ib:016.t.Miiiiienii.:-.'it kpatri•tiiikiipP --- AT 5 0 0 . 8" CMU -----I I 1--I.WVITir~/4.7_rt.,..:**:- Airtf.044 - • ,isommti..1%. 1=111----. 11°1-.--Artrl- -...,t-1-11°-'. ri'i.----.711----.111,'= 4', CRUSHED ROCK ■ ): 1 11=-111=111=-III-111-111-111=111=111-11H BASE 4' 4 , I-III-I- 0,4 • S,S•,.. .\ BRICK VENEER SECTION 0 TO MATCH BUILDING r Ns4 BROOM FINISH i II II I Al 2 4 \k *4 I NI MN I 174 e 1 kus 0 SEE SITE PLAN SEE SITE PLAN . 1.4„,,,, ,,,, BLACK POWDER COATED / / / Revisions: CYCLONE GATE at 4 • •. co WITH VINYL SLATS 6" 6" SEE SITE PLAN I I +NI 1741741 0 Wr. 1 / 4 Mil In 1" RADIUS TOOLED JOINT \ / 4" CONCRETE WALK • ■...•1■2■AKIK*A4 I 2% SLOPE a, / 4 ,,,,,,I,,..,i...... ,............■....,- 0 ommi (0 al I I 'CANE BOLTS FOR EACH LEAF '. .. • :. 0a7404114111-0,4.4r0■47-40-11%-; 2" SAND OR 3,4"--0" Zr I. ,,,, "7 /.--- -4-111"k _4"..701141111■4114.=0,41110: -II 1- - -1,4.- 1114-"r EirtiViropo-- -, !.,.., i I Fifia 1 Hi 11=11 COARSE AGGREGATE BLACK POWEDER (9 0,.. 1o.' > -f=11-6 I 1\___--.--; .*,- . CAST IN PLACE CURB I \ I ....._ ....... _ --,, 'T 'SLAB o AND SIDEWALK \\\. :HI:DND DR AEvsni GN NG s COATED CYCLONE 11 \ ,1 . -I \ ' ,. PAVING SECTION PLAN CONTROL JOINTS GATE WITH VINYL 1\\\ \ i IMIIII MINI 11111 v. (TOOLED) RIGHTS RESERVED © GAR OR EU PT,H EP.C., 2 0p07, ALL 0F SLATS ,\i, , \ b I NOTE: \ ' . .,.- * CONCRETE TO HAVE STRENGTH OF 3,000 PSI IN 28 DAYS, 2" TO 4" SLUMP MILDREN DESIGN GROUP, P.C., AND ARE \\ , ■ * PROVIDE EXPANSION JOINTS @ 20'-0" O.C. ALIGN CURE AND WALK JOINTS. - EXPANSION JOINT NOT TO BE USED OR REPRODUCED IN ANY \ / 4" BOLLARD .,- MANNER, EXCEPT WITH THE PRIOR WRITTEN NOTE: CONCRETE SHALL BE 3000 PERMISSION OF MILDREN DESIGN GROUP, P.C. 8 * PROVIDE CONTROL JOINTS IN WALK @ ti -, ts., 1 / SEE DETAIL 6/A1.2 \ PIPE SLEEVE-EMBED 4" PSI AT 28 DAYS 6 SACK 3" STEEL TROWELED vL , , r MIX, SLUMP: 1 1/2" TO 3" Date: 13 December 2007 i 1‘, - ................, EDGE, TYPICAL Drawn by: Checked by: Gate at Trash Enclosure ''ii Monolithic Curb and Sidewalk 13 Typical Sidewalk 14 (--16 Trash Enclosure to Wall , tZ , BK WEM Al 2/ IX"=1'-o" °,,, d12 1.2 3/4"=v-o" D16 1?) 34.,,.1,-0" 15a5 A 1. n15oalscale A1.2 • Job Number: 106244 Sheet Site Permit Set - December 2007 _ A 1 .2 MILDREN DESIGN GROUP, P.C. ARCHITECTURE • SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 MAY BE USED SHORT TERM Voice: 503-244-0552 •i W/ UTILITY WORK AND W/ I PHASING OF DEVELOPMENT Fax: 503-244-0417 f\ Et Am ANGLE FILTER FABRIC ; ,_..:�-�_ -r:•.,„ tDf%Iwr,rllr■Irr�,•rr�u n ,r r rru!� M=� r/►!1 FENCE TO ASSURE SOIL IS TRAPPED _.." all ��Pi!r! :. .nmrw..rrllryr�•ia.+��/1H iiitl� __ � �:.: i �ati�■rlar�• -malt � •i���i•u+arfa�il\►. _ .-. ,f r��l�■, wr,tli►': _•. _ t. aa. ,t.. aaii nN1�n1I,r1'��A q■ i nlllltpnlllMtlrl�rtl i i . liiiiM110111141114, t11111111111111111101.11)1 tt1�l�lttslll�p>lus, "�° !11 1111/11i�11111111U1/1 i IIII llm nuir,r Mr'rilii: f.iilar,r�.:S i1�.{,...11ia,i,t,. f,.,a11 iiii�( �IrIr�HlirD�lit�irnu iar�raa�allleirull iiIlnnlrlti�rlli i�'�, atr�iillMillllir�l tit1111111t�111111111I i111111i1111i111111I 11;r1.t11i11[n>Inm; g an associate nc t•`wr�(liurrrro,�';II t■ ■� ■� 1 ..- li'� a ';;iu aitl f l. ___."._ _ littiz ..,�ri�ru F �, iililt �r�{I1tt11 .�r�� •il�ttrlil _..a..a .. r, '��ir.`n.i�.iiw`- .Ii ..a�.t.._........�: 1'llrtlt{�IN1w111d a.■r -.:■,r lft(l II11111{{; ^......_-- •--"I i ag--. -R� .i- _--c=-_= Ill---,...r..rr�rigrir"'■■rr 1 1111/ ,.,ism-^--+■....--iiOi(i6 iiMlRtr�ttlllli! .......-`r!•±....,ut`,41 UIt1111111j tiiiirwa2 aTilirriM �1►a.nrllruifl viii .i.:ia..=-"' . ,r IIi,1f�41r.rl � ,ni/./�.r�.�....,°.- �. . INTERLOCKED " �..a.,...f. ... ai-=..fti :,,r.:..,., II __�__Erilli ..,;,; G RADING, S TREET A ND U TILITY E RC�SIt�N N I E E R N G _ 19.e -"""" 4875 SW Griffith Drive 1 Suite 300 i Beaverton,OR 1 97005 I Ii/:� ii,irry� '��alr3t ,lIllr.r` w.■ri�i a� -- ,�,:�E.1. ,■ tHMliwr`a.-°:rriwili•�•1■Ir�1i �"x �" POSTS -- _ ��rsa l■IM■v�ffs�lut AND SEDIMENT C NOTES 503.620.3030 tel.1 503.62 o.A0 fax(www.aaieng.com AND ATTACH . Project No.A06223.11 NEALYIatit i NTS CATC - BASIN AREA DRAIN 1. SEED USED FOR TEMPORARY OT PERMANENT SEEDING SHALL BE COMPOSED OF • "' ;;;; ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE USE STITCHED LOOPS NTS /414 i4i f NTS AUTHORIZED: tur ' j/''l 44f A. DWARF GRASS MIX (MIN 100 LB/AC) 3 minimum 1IER 2"x PC35TS COTES: +�. p PRO/ ?3, r/4.�if 1. DWARF PERENNIAL RYE GRASS (80% BY WEIGHT) ,c & from toe slope. na�r,,.�<<rl,, 1nr 11 eERpRTIYCBLTYMIEIEO I:IL`�ti��R�1=Aa���ijc�y$ �;�►!;�a',,��irk/ 2. CREEPING RED FESCUE (20% BY WEIGHT) \� �,N E�,a v fi fl+r+t/tAi A r.,;;.; �° 2. 2"x 2" FIR, PINE OR STEL = - ==;`= A �--- 1 I ° -___- - """'"`""' B. STANDARD HEIGHT GRASS MIX (MiN 100LB/AC) t IN I � POSTS. A ` - lif (11lNltlrnlllru►l ';f/�►` MAXIMUM � v���i .11111111[1111111I11'1 ��� 3. POSTS To BE INSTALLED ON L_____ -� ,., ;ti�t�1I111lyli►li; FLOW 1. ANNUAL RYE GRASS (40% BY WEIGHT) OREGON +� 3 MONTH �I .�n�utlR��I 11111ut1� ...,�._� _ Co *4714441 UPHILL SIDE OF SLOPE. USE 'i1►11!!N'/Illiii:i'�~� 2. TURF TYPE FESCUE (60% BY WEIGHT) C,� G<,, 20° \ �� ID n1un111>Mi/Itu 15, ��- ��� \, 4. COMPACT BOTH SIDES OF FILTER FABRIC a`i„�„►iliii iii: 4/61 N �Q� r ''V V''" TRENCH. °"I.a,.If.v.; 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE `iiiir.'f*111,'r 5. PANELS MUST BE PLACED �,i. SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER RENEWAL 6/30/09• PROFILE ACCORDING TO SPACING ON :�,•:t;it°`� APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND DETAIL NO.940 ..-.00.00, ioA *A �,1Nt REDUCES RUN-OFF VELOCITY. PLAN X1,ot 0., NTS NTS �����\i11$���nu��', A,������������`�� 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT '"�+����`��'��`'��'` OF PERMANENT VEGGATIVE COVER NIA SEEDING WITH APPROVED MIX AND APPLICATION U\it%�1�j1U'i:°`'; ,.t �.:.+...>,474't#4'f,4f +., .,++ +...i,...,+ .,.:" -- �,.,.;,.,;_, : RATE. ♦,i .r 1#,.i^►++t 4 t+.1 t+#+,.t#,.#,#t,,4 1 r t.+1,,#, t., Yi+♦ ii11#.4i�•+.#`1.+4.t.+1�t+0•+�+I�i.i+++ii.•it+�i Wt. ......,,......t+,>.....,,+t+.t,t. .,.i+ .+, FILTER FABRIC MATERIAL �#i.ti+ .� .iit?#i#,##iit,+.tip.*,;i #{�#i,'iii.#tt.iti.ttt.+i+M� #i.+1if.+#+.+f#+tat 1 }t+#it ++ .i„#,+i.,.....t+,,,.."+,. t#+....+,. #.a ..t 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING EXPOSED ##, i#,#♦i♦.+4#.,+t i♦,,,++,.1♦.+t.+t♦t t++♦,t• .. 11 1 1.; >i•,+i•.�a�i�..F:+,M.:#,+*.,•.i:,+.•a:+�++.�.i.-+•.•+r++0.2,2.2+:.#ix.x.:.- *,: 3 WIDE ROLLS _ +,+t. �,�i ti i#,�ti#{t.*i11+*~ttit#1 f+f:ii+►t4i#�,t f.r1b.+#tftiist�Oi+s*,t,##,.,�.{ F#,,#'e Yi+++4+ r.fo:.4+t*#?; ,+a x.+f:,i*.#fiti.:wa1+4:#*++titt+�###tr#,i+il:ti;ids+ri��•i f:,i ' :i..tin r`. s 4 .+ ':%:*;++:+.,,.+t%:::+,+-.it+.:,#1+ ):..X.:+i++#r+4l�i+tit+?+4++:t.•-:-:.,.s1., �,•.� ifia iiici, FLOW SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, 0 R OTHER APPROVED 0 ..+. +.,++...++.+. #..,+..,..t....:,.,i,.t,t.. i MEASURES. i.+, ,#•,+++#+.Y..+r++#+t.,.++..++-,t,t+,+,+t+t, t+4 f.t ,..t tf.,.,#t+t,,.+1 r.++++i+,.i i� .,.#.,,#t+ i, w Y#fit +#,.#ti4'>#.�4..##1 tf.#•.1,..i..ii,i.+..t.F 1.•1 rVL. f #F .i.ti#f*+Y.i.1,1„tti..#tt,.+..f ir+.#.++.ti #, • '�,4' �',�^�1i.ary+�M�+Y+•4,+++,1�/t.�>,..��*t�,�i+.F+.-i+t*�' �.#A+w i�,�i.� �tt'. � Q ; ID mnris1 ..ti- . .. At ., , ` �" S. STOCKPILED SOIL OR STRiPPINGS SHALL BE PLACED iN ASTABLE LOCATION AND to CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL BE COVERED I I I I WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS REQUIRED AROUND 'MAXIMUM SPACING L1 FOR FURTHER iNFORMATiON o . ° °°, e THE PERIMETER OF THE STOCKPILE. DN DESiGN CRI1EsRiA SEE . F R Obi T VIEW CHAPTER 4- OF CLEAN WATER SERVKXS EROSION PREVEN110N SECTION A-A 6. EXPOSED CUT OR FiLL AREAS SHALL BE STABILIZED THOUGH THE USE OF NTS AND SEDIMENT CONTROL TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR MATS, PLANNING AND DESIGN MANUAL. MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE MEASURES S. D ITC - I f\LET SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES. NTS 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC Il� t iervices SHEETING , STRAW MULCHING, OR OTHER APPROVED MEASURES. Owner: SEDIMENT FENCE TYPE 4 I \LET PROTECTiON Detail Drawing 4-24 DRAWING NO. 875 REVISED 12-06 !ar commitment is elm. 8. CONSTRUCTION ENTRANCES SHALL BEE INSTALLED AT TEH BEGINNING OF Cedar -Tills CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING , OR OTHER APPROVED MEASURES.. Development 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THOUGH THE USE OF APPROVED INLET PROTECTION MEASURES, ALL INLET PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT- LADEN WATER. 915 NW Torreyview Lane Portland, Oregon 97229 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM . IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED CATCH BASIN GRATE WITHIN 6 FEET OF A TRUCK ACCESS AND BE CLEANED WHEN IT REACHED 50% OF 1" REBAR FOR BAG REMOVAL THE CAPACITY. 4 11mm111111I111!l111t11i11111 EXPANSION RESTRAINT 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED CATCH BAS! . • :;��ti-,�,�.� ,,,,,,;,.;,,,‘y< 1 ';,<. ti;r y c.,: ,-,,. 2 X2 X414 RUBBER BLOCKS TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED iN Project: X THE TRASH. . Pacific STORM PIPE ' 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO �'K It ->. THE STORM WATER SYSTEM. . POLYPROPLENE Crossroads • . .,.., : - : i ` FILTER SACK (WOVEN) 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. Corporate WOVEN POLYPROPLENE SACK 15. COVER CATCH BASINS, MANHOLES AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE Center STORM WATER SYSTEM. CATCH BASIN GRATE SW Pf of f le St. EROSION AND SEDIMENT CONTROL Tigard, Ore on ne aeelaeelmas POLYPROPLENE CATCH BASF ,� BMP IMPLEMENTATION , --,,, , ,,,,,,. ., ., j/,, // ,,,'''r,// 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, f� GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL , AND STORM PIPE /.///,,,/„,/,,/ 10 POLYPROPLENE APPROVED IN AN INITIAL INSPECTION PRIOR TO COMMENCEMENT OF CONSTRUCTION °, • . • . - • • • FILTER SACK (NON-WOVEN) ACTIVITIES. 2. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN Sheet Title: NON-WOVEN POLYPROPLENE SACK PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. 3. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. EROSION CONTROL NOTE DETAILS AND NOTES 1. RECESSED CURB INLET CATCH BASINS MUST BE BLOCKED 4. INLET PROTECTION SHALL BE iN---PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. WHEN USING FILTER FABRIC INLET SACKS. SIZE OF FILTER FABRIC INLET SACKS TO BE DETERMINED BY MANUFACTURER. ALL EXCESS MATERIAL SHALL 1 FiLTER FABRIC INLET BARRIERS BE HAULED OFF SITE TO AN APPROVED FACILTY C ■ NOT TO SCALE Oz"-)C'C - 'c Revisions: MILDREN DESIGN GROUP, P.C., 2007, ALL RIGHTS RESERVED© THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 13 December 2007 Drawn by: Checked by: CNH Job Number: 106244 Sheet c iii 4 Site Permit Set - December 2007 . ■ MILDREN DESIGN GROUP, P.C. ARCHITECTURE ■ SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 Voice: 503-244-0552 Fax: 503-244-0417 IlkAA I afghan associates,inc. ENGINEERING 4875 SW Griffith Drive I Suite 300 I Beaverton,OR 1 97005 503.620.3030 tel.1 503.620.5539 fax I www<aaieng.com Project No.A06223.11 E X'ST- -s,S"vi -I __-, FR!,M: 277.6 F 1 �' 04 NEfiR 'L_ IN i r0I�Ilrwrs�+a�,,,, MILDREN DESIGN GROUP, P.C. -"'"`% f ARCHITECTURE • SPACE PLANNING . / 7650 S.W. Beveland, Suite 120 y4■ , Tigard, Oregon 97223-8692 • ¢' Voice: 503-244-0552 1" 6" 8" ' . 4 . kc .k. Fax: 503-244-0417 .F o • Ott'- o" Q �' S, ei EXISTING GROUND LINE \ ' �.� d ELEVATION PER PLAN > \\\,,-�,\\-<----::: RIGHT r OF WAY �.� Q i,-.-i )-- EXTRUDED CONCRETE CURB SET IN . • - . . , f --,,,v '� EPDXY CEMENT a i 4 3, ��. �„ ��,, A,-,7,-A,�./ '�\- ` � •-�,► . ._.....3'—s''—•. sir so ti it �r I,,, N\\�;;,v77777'\ FINISH GRADE © BACK OF CURB ,� �. -r--- `� :1, t 0 i e_.. _ .::\,, };/�\ 1 AA afghan associates Inc. °,� .� v i ..._.�_ I ( -_-I 1 -----w ,11 O,�Q-I • ,�� 88 Os I ,y' I ' I , •r Ci \ 2 '��y .. ____, I , ' i__mom,f (� I 2`..� ?�6" t ; = ( - A .1e `:F'� 11 C *** >k* �' , � ��' )j * �� : I: 24 .. :,;:. � ENGINEERING GRANULAR BACKFILL ASPHALT HALT AND BASE PER A k' I; , �,1 C, -r 4875 SW Griffith Drive 1 Suite 3001 Beaverton,OR 197005 ___._. —_--------- _--�_.-----.--__-�__; _,_._---_.______._.___ c I I ,:'i=,,:k,, ° r7 503.620.3030 tel.1 503.620.5539 fax 1 e on, ieng.com f: _- ,` , _ _ ___� GEOTECHNICAL REPORT f ,,.. �._-_---___... .-------___-;---___._ 7 „, r.. Project No..06223.11 ,..___ ._ ._ ,___.__L � __.. • PROPERTY I •_. 2 PVC WEEP HOLE ,,,. ��J.._._...___.__-__-_.----.�,r------------------='- 0 . '�.t,. 4' �- 6 ABOVE FINISH GRADE ,r,1 c.,,-, Y''',, 0 n (h ` ,.c; ,,,, 1AN ti WALL---SEE DETAIL �,°;', ;� ) �� c ° „, ;1 UNDISTURBED NATIVE SUBGRADE ,� �, �= ,..� SLOPE VARIES SSR�P �� �y, I, : .._. °o t` c J w . « g 4l c =. x= 3 Z. ' ll �' 1{'/ 1 I I --_ 1 1=1111 t:_ 1 i 1 WW 1 ` t :::.-= j i iv :._:� • .J ...LJI litilti::;. .� a� � � � , i I.----_., , i I 1--__-_I I i 1, I ! I.__...___t I II 1-___.,..t;i j � , '�j ' ` �,p PROP 9\ ` 4"WALL DRAIN NOTE: EXPANSION JOINTS C� 15' O.C. , o, .��-� �S' Gj G,NE � PAVEMENT SECTION EXTRUDED CURB :k :P A ,w 584 1 2PE �'~ Z � of V OREGON 1 i qis. (1- �� ~ m EXTRUDED CURS �� N' `��1 J RENEWAL 6/30/09 RETAINING WALL SECTION - W„.Irr�� C2-' .( NOT TO SCALE 02`x,25._-0 Z s ' r* 1 i �7.CJ NOT TO SCALE _�` � ` /i i /tom/,j/<J .\\\\\ C p ammoimmemmummemil;;^- - ``.mot\ti V� =•., '///! eS . \. 9H !al 0 +'"”' ABGV Sk tb O 47 LEY - J i DiS'�' ICT INSTALLED CUSTOMER SIDE �� 11 0 ...01111... IMP.. . , f ! tel r- ELEVATION a iN ag 0 ,*--P Pi. .. § i W !i 6" 5'-0"MIN. I 0 `er g LIJ Z 4.Ir31: 03 c; 6" -, CONCRETE W/LIGHT BROOM FINISH ° " " �` -TAI a. "\ % -- 2 C Z M DETAIL No. II d �■.. 0,1 , REDUCED PRESSURE BACKFLt�iN ASSEMBLY„ 2 0 >y � Owner 1/2”RADIUS TYP. Tualatin alley dater District 702 ,/ Tt ktin ley'Wi r Dil ct CUSTOMER OWNED (ABOVE GROUND) IN VAULT 3 ,'NISH GRADE©BACK OF CURB .�f -Y,___ ,.' - - U , „., ,�_, :�- ��� �-? ^�� � •f . . -�: (...1.- Hills ,,,... „„) -- -; ; SEE NOTE 5 ..d._pl_.r...i_:-- -_. !J .• . f t• -1 -+ai•-' 1 ..._._ ' .�_ 1 1 _.._ 3 1__-'t ■i - , - ; , ,.., 4 , • . ._. _ -_.- _ Development 1 „ , , .,,,,, ----1H------- , i----111 , i , 1 ,-, H .:• _ • . ,„„ i„, S, „ ,,; , CURB AND GUTTER . ;,,,,____,, i i i W W BASEROCK PER DETAIL. 3”OF 1"-0"BASEROCK _.4._.-. ._._-_w.______ ,__-- -\-- , -. , NOTES COMPACTED SUBGRADE -..t=t,3` {' ] `- r 915 NW Torreyview Lane 1. CONCRETE SHALL BE 3000 P.S.I.AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1-1/2"TO 3". Portland, Ore I',11 y::-: '',-,.:_":„.,,,,.0 V ,_1. PAVING --SEE PLANS Oregon 97229 I. 2. PANELS SHALL BE 5 FEET LONG. _< „ . EDGE • _ CRUSHED ROCK 3/4" R _.*......_ 6 ' 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS WHEELCHAIR RAMPS,AND AT SPACING NOT TO EXCEED 45 FEET. " - 2"CRUSHED ROCK 'fir-u.-_1ii1i_____ '��'{--- .. A 'I-----I i,.!1 :__:,I !I ----__ 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, ;•' UNDISTURBED NATIVE SUBGRADE THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2"RADIUS. 6" 5 _ —_�:-r"—'- DRAIN AGE BLOCKOU T b •5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED OR z-. 4: -°' 3" I.D. PLASTIC• IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM •`� _ PIPE W/COUPLING 9" Project: THICKNESS OF 4 INCHES. ///%/ 4 a • ,• • NOTE: EXPANSION JOINTS© 15' 0.C. MAX, 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIA. PVC 0 0 0 0 0 0 • • - 16 Pacific PIPE AT 2%SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. o 00 0 0 00 640© . •� • : .o • : . , 4 . Crossroads 3 VERTICAL CONCRETE /r4 CONCRETE SIDEWALK Q 0 'CURB o o , . © Corporate C3.0 NOT TO SCALE 02525-a C V NOT TO SCALE 0.'5; ; l+ O 0 , , 4 ' • .°. ..: 9 Center SW Pfaffle St. Tigard, Oregon \OTES: WITHIN STREET/PAVING LANDSCAPE AREA ONLY iii 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY ` OF THE CURB&AIT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING 1*--: SAWCUT I SECTION.SAW C°MATCH AT LOCATION OF JOINT TO A MAXIMUM OF 20 FT. Sheet Title: EXIST.A.C. EXISTING 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL RESURFACING 7-71-17------ - WITH A MINUMUM THICKNESS OF 1/2". SECTION .�. ,.-� 6„ I r i I ..__ III -----' 1 ,rl " /, ` -'- E 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART SITE/CIVIL M1N. r ; = ' - ° �` WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA DETAILS I I - APPROVED „ - ; - I :y ,, ' ; I N 9.75" - i _....-, NATIVE BACKFILL 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 1 1/2"-0"CRUSHED s - �' , (COMPACTED) - - to AGGREGATE BACKFILL -' (COMPACTED) f +- "' 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN.OF 2 FEET i _'_'_I_ i ,-,.3,,, / v AND MAX. OF 3 FEET FROM PROPERTY LINES. I , , , II ' L,,.. ii 0 _ __ . NOTE: ,.:---- .-- / \ ,1----r..-- _* 1 1 ; -- ' , 7 I i -__ I j _=:r"_ m VERIFY ALL h ` Q „ /' 1 ! ' :_---- f ! ` _ ,ix REQUIREMENTS W/ I I I t I ; ' - H > JURISDICTION CO ", I ! ! -_—_ 4 PIPE ZONE ! I 1 ! PRIOR TO START OF SURFACE FLANGE t,____ 1 ; • CONSTRUCTION oIN i __.___- t MOUNT _ IN-GROUND o (SIN .T--_ w_.._.__ BEDDING i ! ' ---- -- ; I - APPROVED 8Y: NO SCALE 2Nt , D '. ° ', `" " I 1. MOUNT PER MANUFACTURER'S RECOMMENDATIONS. AGUSTIN P. DUENAS 1f -- ENGINEERING DEPARTMENT '' iii; _t ' CITY ENGINEER STANDARD CURB DWG. NO Revisions: ___. lit -_. - , , r; 1 126 S.W. HALL BLVD. 1 ; I -_* i I , _ 3/4"-0 PIPE BEDDING ,4i- TIGARD, OREGON 97223 - iii - -- I i i -1--; I i - VOICE: 503 639--4171 MARCH '998 AND PIPE ZONE MATERIAL CITY OF TIGARD FA(: gcq 684-7297 1 25 STABILIZE SUB-GRADE AS NECESSARY OREGON APPROVAL DATE PER GEOENGINEER RECOMMENDATIONS. C6) TRENCH BACKFILL DETAIL 6 BICYCLE RACK 3 NOT TO SCALE >;:2 04 C 3 0 NOT TO SCALE 0 2 :80----O8 MILDREN DESIGN GROUP, P.C., 2007, ALL RIGHTS RE SERVED© THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 13 December 2007 Drawn by: Checked by: CNH Job Number: 106244 Sheet c3 Site Permit Set - December 2007 _ . , hissoasso."'""les--,- • MILDREN DESIGN GROUP, P.C. ARCHITECTURE • SPACE PLANNING '7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 Voice: 503-244-0552 Fax: 503-244-0417 AAI afghan associates,inc. ENGINEERING GENERAL NOTES 4875 SW Griffith Drive I Suite 3001 Beaverton,OR 1 97005 503.620.3030 tel.1 503.620.5539 fax I www.aaieng.com VP w I)STORMFILTER BY STORMWATER36O;WEST:PORTLAND,OREGON(800)548-4667;EAST:SCARBOROUGH,ME(877) Project No.A06223.11 PERMANENT POOL 907-8676;MID-ATLANTIC:ELKRIDGE,MD(866)740-3318. ELEVATION 4"0 OPENING 2)FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING. OUTLET STUB 3)STEEL STRUCTURE TO BE MANUFACTURED OF U4 INCH STEEL PLATE. (SEE NOTES 445) �.,,....._,.....•....,..., 4)STORMFILTER REQUIRES 3.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(!F ---10" 6" APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 1._5 1/4" 5)CBSF EQUIPPED WITH 4 INCH(APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING.STANDARD OUTLET ' '' .. `E. ' • •'. 4:7 5TU8 15 8 INCHES IN DIAMETER.MAXIMUM OUTLET ST:DI 5 15 INCHES IN DIAMETER, CONNECTION TO COLLECTION PIPING�.. ` "I' ♦ A ♦ 2' r. „ . CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACR. WEIR WALL , I� - , ..,, •♦ . • , • , : .*,•• �•'.+ ` VARIES 6)8 PROV DEDABY COINNTRACTOR E COLLAR 15 REQUI .CONCRETEM COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO �Ep PRpF� • ,,■ :• �.�� . ♦ ; 3-3 5/8 MAX. t Tw 31-3 5/8 7)ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE \�'�� 0.1G I NEFR �j(, . , • • .t . •. , so�w��„"�`_ _ f INFORMATION. e �' dl' S 58412PE �- ��; � .•• 5" I -CARTRIDGE DEEP CATCHBASIN �.��►.►` 4" I OREGON ....�W��....��,�,,, -.� , .,,_ STORMFILTER LTER DATA SCUM BAFFLE ' w ��"' •,, .. STRUCTURE ID CB 1 6 Gf oo N WATER QUALITY FLOW RATE(cfs) 0.034cfs ''- r 15. 2 �� 9 s� - ••✓ a • 5 �, �. INLET STUB PEAK FLOW RATE(<(,8 cfs) 4.22cfs �C 1, . • „ (OPTIONAL) 2' OUTLET STUB RETURN PERIOD OF PEAK FLOW(yrs) 25yr N• �`� __ f (SEE NOTES 45) RENEWAL 6/30/09 s • •. • •'' • ~° , (SEE NOTES 44 5) -_�INSIDE CARTRIDGE FLOW RATE(I 5 OR 7.5 gpm) 1 5gpm• . • . ' •' ♦ s••A •'♦-' ,"1!\„,„ MEDIA TYPE(CSF,PERLITE,ZPG) PERLITE 6" 2'-0 I/2" 2"0 OUTLET PIPE RIM ELEVATION 229.90' FROM UNDERDRAIN REINFORCING BARS OUTSIDE INLET'DATA: 226. DI 6ETER INLET STUB (SEE NOTE G) (OPTIONAL) , 1-CARTRIDGE CATCHBASIN -SECTION VIEW 0 OUTLET STUB 226.60' 6" (SEE NOTES 445) CONFIGURATION 1-CARTRIDGE CATCHBASIN- PLAN VIEW 0 OUT r, OUTLET eltilll 101 I LIFTING EYE INLET ' " INLET SLOPED LID NO INLET GRATE OPENING ACCESS COVER�� MN� Cf1`P OF 4 SOLID COVER NO 2 1I2" • NOTES/SPECIAL REQUIREMENTS: 6" ♦� ♦ ' 1..-1 --.. pm INLET GRATE ACCESS COVER CONCRETE COLLAR i voli •i'' ° <° a d °• ' a:': a .' (SEE NOTE G) i/ \ • . 'd' ° • •OUTLET STUB i■.,,,ni^' e . . ••d :i • . ,e,•: (SEE NOTES 45) „ 41_9„ PERMANENT ''. ,• •t .• • '` POOL ELEVATION •'• i►� '.7€► wi ,e ,Imo on imm I 1 , . Ill I I 111{ !,.,.,.,..,..,.;1 . .a. 21-4" �� i ILO _ !►����������►�41 : • INSIDE RIM �a1 STORMFILTER CARTRIDGE (TYP) . ; 4: 111 11 1 1111 ♦♦.�►.� • et•. •CLEANOUT ACCESS CARTRIDGE(`IYP) SUPPORT J..PLUG ON WIR WALL (SNOTE 2) I I I I I I III !7wiw���w�l�i�t d .. UNDERDRAIN 7 • °„4 d• , MANIFOLD ♦ .. ,d , •4 •• . •:d °: . ,i •. " L INSIDE - I INSIDE d v' - 1-CARTRIDGE CATCHBASIN -SECTION VIEW 2,_�„ 2,_4" Owner: 4'-4 3/4" �-INSIDE RIM"�- INSIDE RIM u s OUTSIDE THE STORMWATER MANAGEMENT THE STORMWATER MANAGEMENT 4'-8 3/4" THE STORMWATER MANAGEMENT ed 0'r 1 1 i 1 ►J 1-CARTRIDGE CATCHBASIN -SECTION VIEW U.5.PATENT No.5,322429, U,S.PATENT No.5 3 2,629, OUTSIDE RIM a s.PATENT No't5,322,629, No.5,707,527,No.6,027,639 No.5,707,527,No.6.027,639 No.5,707,527,No.6,027,639 No.6,649,048,No 5,624,576, No.6,649,048,No.5,624,576, 1-CARTRIDGE CATCHBASIN-TOP VIEW No.6,649,048,No.5,624,576, AND OTHER U.S,AND FOREIGN AND OTHER U.S.AND FOREIGN AND OTHER U.S.AND FOREIGN Development ©2005 Stormwater360 PATENTS PENDING 02005 Stormwater360 PATENTS PENDING ©2005 Stormwater360 PATENTS PENDING • DEEP STEEL CATCHBASIN STORMFILTER DRAWING DEEP STEEL CATCHBASIN STORMFILTER DRAWING DEEP STEEL CATCHBASIN STORMFILTER DRAWING Stormwater360 PLAN AND SECTION VIEWS 1 Stormwater360 SECTION VIEWS 2 Stormwater360 TOP VIEW, NOTES AND DATA 3 " PS STANDARD DETAIL- 1 CARTRIDGE UNIT 1t5 . Carpow STANDARD DETAIL- 1 CARTRIDGE UNIT z STANDARD DETAIL- 1 CARTRIDGE UNIT 3/5 www.atonmwater960.com DATE:11/01/05 I SCALE:NONE I FILE NAME:CBSF14D-DTL I DRAWN:WW [CHECKED:ARG www.stornnvater3410.com DATE:11/01/05 I SCALE:NONE I FILE NAME:GBSF1-SD I DRAWN:MJW I CHECKED:ARG � •com DATE:11/01/05 I SCALE:NONE I FILE NAME:CBSF1-SD-DTL I DRAWN:MJW I CHECKED:ARG 915 NW Torreyview Lane Portland, Oregon 97229 GENERAL NOTES GENERAL NOTES I)STORMFILTER BY STORMWATER360;WEST:PORTLAND,OREGON(800)548-4667;EAST:SCARBOROUGH,ME(877) I)STORMFILTER BY STORMWATER360;WEST:PORTLAND,OREGON(800)548-4667;EAST:SCARBOROUGH,ME(877) 907-8G76;MID-ATLANTIC:ELKRIDGE,MD(8GG)740-33 18. 907-8676;MID-ATLANTIC:ELKRIDGE,MD(86G)740-3318. 2)FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING. 2)FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING. 3)STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. 3)STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. 4)STORMFILTER REQUIRES 3.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF 4)STORMFILTER REQUIRES 3.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 36"APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5)CBSF EQUIPPED WITH 4 INCH(APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING.STANDARD OUTLET 36 CORRUGATED 5)CBSF EQUIPPED WITH 4 INCH(APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING.STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB 15 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING METAL DETENTION Project: STUB 15 8 INCHES IN DIAMETER.MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR, G)FOR H-20 LOAD RATING,CONCRETE COLLAR IS REQUIRED.CONCRETE COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO PIPE 6" PIPE 30" ACCESS PORT 60" CONTROL G)FOR H-20 LOAD RATING,CONCRETE COLLAR 15 REQUIRED.CONCRETE COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. FROM CB2\` FOR MAINTENANCE, MANHOLE Pacific BE PROVIDED BY CONTRACTOR. 7)ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE 7)ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. INFORMATION. I -CARTRIDGE DEEP CATCHBASIN I -CARTRIDGE DEEP CATCHBASIN Crossroads STORM FI LTER DATA STORM FI LTER DATA r STRUCTURE ID CU STRUCTURE ID C83 Corporate WATER QUALITY FLOW RATE{cfs} 0.023cfs WATER QUALITY FLOW RATE(cfs) 0.030cfs PEAK FLOW RATE(<1.8 cfs) 0.I Scfs J _ PEAK FLOW RATE(<I.8 cfs) O.19cfs RETURN PERIOD OF PEAK FLOW(yrs) 25yr RETURN PERIOD OF PEAK FLOW(yrs) 25yr CARTRIDGE FLOW RATE(15 OR 7.5 qpm) 15gpm Center CARTRIDGE FLOW RATE(I 5 OR 7.5 qpm) , 1 5gpm MEDIA TYPE(CSF,PERLITE,ZPG) PERLITE 12" OUTLET PIPE MEDIA TYPE(CSF,PERLITE,ZPG) PERLITE RIM ELEVATION 229.90' RIM ELEVATION 231,33' PIPE DATA: I.E. DIAMETER SW Pf of f le St. PIPE DATA: I.E. DIAMETER INLET STUB 226.60' 6" Tigard, Oregon INLET STUB 228.03' G" OUTLET STUD 226.67' G" 6" PIPE » g g OUTLET STUB 229.2G' G" 12 OUTLET PIPE CONFIGURATION 6" PIPE FROM CB3 CONFIGURATION OUTLET . OUTLET FROM CB1 OUTLET . OUTLET ‘11119,0 0111 1N � ;0 0�INtEt -60" CONTROL 1NL ' INLET MANHOLE SLOPED LID NO SLOPED LID NO SOLID COVER NO RIM=230.82' SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: 30" ACCESS PORT NOTES/SPECIAL REQUIREMENTS: INSTALL MANHOLE STEPS 0 RING AND LID AND 18" O.C. _ , d + STEPS ©18" O.C.INLET GRATE ACCESS COVER INLET GRATE ACCESS COVER RIM=FINISH GRADE E I Sheet Title:• r I° d •° ° • •♦ p'. .i♦. ' d d •• • 1111111•... , A '•4•.. •,.., ••.■•'.•• • ' . ' • • - ' •:. fr._�_�=-=�=�=0'1 ( I Cr;■.i=ice.=.0=�=.1 • '•' ►J'����'�'>���41 .. 'e • + + , !��•►�� .> ,� . • '; • [II 11111111111 1►�4►�r�+�����'il �- SITE/CIVIL y ' • Ili I I.I_ •. ♦�+��� d ° ► ; . d' , ♦ iI. iiI11iiiIil •• 4q - „ - 11 I 1__1 1 �' 2_4 ! ': • INSIDE RIM 46.75' DETAILS • • I I I1II1I1I1Il !► .1 146.75 I 3.25 111 I 1 ;►`�♦♦♦`♦♦♦+`! INSIDE RIM L�.����������� - i►��•►��40 d d 4 , 7.-- ���40 ORIFICE lil l l ♦ 1I 11I1IIIl1f :�s- , °' y ` • • �,•. .`. . r .. 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IE=224.04' L.,.r--INSIDE RIM -INSIDE RIM-~ , n THE STORMWATER MANAGEMENT 4 8 3/4 Stormr,ite� 4'-8 3/4" t THE STORMWATER MANAGEMENT OUTSIDE RIM Ii C)UTSfDE RIM Stormr/ter® U,S.PATENT No.5,322, 29, U.S.PATENT No,5,322,629, No.5,707,527,No.6,027439 1-CARTRIDGE CATCHBASIN-TOP VIEW No.5,707,527,No.6,027, 39 1-CARTRIDGE CATCHBASIN -TOP VIEW No.6,649,048,No.5.624,57 , No.6,649,048.No.5,624.576, AND OTHER U.S.AND FOREIGN 32.37' AND OTHER U.S.AND FOREIGN 02005 Stonnwater360 PATENTS PENDING -.a +,,,, 02005 Stormwater360 PATENTS PENDING - DRAWING DEEP STEEL CATCHBASIN STORMFILTER DRAWING 37,37 IE=224.00' DEEP STEEL CATCHBASIN STORMFILTER TOP VIEW, NOTES AND DATA 5 109.48' / Stormwater360 TOP VIEW, NOTES AND DATA 4 Stormwater360 - 2' SUMP " �` "'° STANDARD DETAIL 1 CARTRIDGE UNIT IE-224 98 150.00 "` �" "" STANDARD DETAIL 1 CARTRIDGE UNIT 4/5 DATE:11/01/05 ISCALE:NONE I FILE NAME:GBSF1v^D-DTL I DRAWN:MJW I CHECKED:ARG r 36" CMP DETENTION PIPE © 0.4% www.atonnwator360.ccm DATE:11/01/05 I SCALE:NONE I FILE NAME:CBSFI- D-DTL I DRAWN:MJW I CHECKED:ARG 12 PIPE Revisions: IE=224.00' CONTROL PIPE IE OUT= 224.00' SHEAR GATE WITH 2 YR 3.1" DIA. ORIFICE 0 224.00' CONTROL CHAIN 10 YR 3.1" DIA. ORIFICE ® 225.78' ATTACHED TO TOP 25 YR 1.6" DIA. ORIFICE ® 226.40' STEP. SUMP ® 222.00' FREE DISCHARGE 0 226.70' 1T \ DETENTION AND CONTROL STRUCTURE 3NOT TO SCALE 02724-02 MILDREN DESIGN GROUP, P.C., 2007, ALL RIGHTS RESERVED© THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 13 December 2007 Drawn by: Checked by: CNH Job Number: 106244 Sheet c3 PSite Set - December 2007 , -`,. MILDREN DESIGN GROUP, P.C. ARCHITECTURE ■ SPACE PLANNING 7650 S.W. Beveland, Suite 120 I �` I _�_______________y ____.____-_---.__.._.___.________ Tigard, Oregon 97223-8692 __ -- - \ / �� Voice: 503-244-0552 STA. 14+79 (22.35'R T- _- __ _� _ _ __ I `• Fax 503-244-0417 END EXISTING-1r STORM IPCPE STA. 14+85.23 (20'RT) _ - " / lNS`�AA�L 12"X12" DI 'T' I °" 1 i SW I' f / BEGIN NEW CURBING AND DRIVEWAY r °" , _ _ CURBING TO TAPER TO MATCH __ - ` i -- ______._v_____._.___.,.--__ __EXING CU€BCNNG TQ:'TH :/ T ____-_. _..__----___ . .__ ____.. _ 228 _ 1 STA. 14+72.18 7.28 RT _____.._ ,.____..______ _�__ __. _ ( ) -- -STA• 14+99.90 11.22 RT STA. 15+57.45 (7.� RT} I rrq:-- _;\ i - ~: __) I\, i r L - ----� _ ___ _ __ _ ... _ _ . ___ _ _ _ -_ - - - -7 STA. 15+96.56 �16.93lRT) rSTA. 16+88.64 16.85'RT� r�y ,. _____..___ . ;- �._ (� , � -= �- INSTALL INSERTA-TEE TO EXISTI / 2" TAP TO EXISTING } INSTALL INSERTA-TEE TO EXISTING - J -STA. 1 11 1 STA. 15+18.01 11.51'RT ( ) !� ADDITIONAL FIRE HYDRANT 8" SANITARY SEWER - 6" WATER LINE " SANITARY ; 1 RELOCATE EXISTING J _.. - -- S„ 5+ .99 1 .55 RT �� RELOCATE TIN \ts _"" E S SEWER 2 TAP TO EXISTING 2 TAP TO EXISTING ELOCA E EXIS G L9 '?ED ORNER OF •--~r'DEPTH 1 - -- CONTRACTOR TO VERIFY CONTRACTOR TO RIFY DEPTH POWER POLE BEHIND -- WATER LE 6" WATELPOWER POLE BEHIND `, LE AND 78th. ' -1-N_FIFLD -- - - ' ' - ' - - DEPTH IN FIELD IN FIELD I NEW CURBING OR _- CONTRACTOR TO VERIFY CONTRACTOR TO VERIFY NEW CURBING OR ` I _ afghan--'' i' - ! -- �. - - _ _. �_._.__.. _____._ ___ __ _ _ - _ / PEACE LINES UND RGR�CTND f AA of hanassociates Inc. ' 5 + 50 _ - -- - ■ FIELD- ___ __ QPTH IN FIELD __ PLACE LINES UNDERGROUND/6 - �� - _-- . - - - - - - _ - - - -- - _ _ - _ •. 7 r � - �''� 75o ENGINEERING _ ! i � - - _ _ _ _ _� � 5 I i t f� I - -- - _ _ _ f i 4875 SW Griffith Drivel Suite 3001 Beaverton,OR i 97005 'HI ,2 6.58, i, I STA. 14+94.94 (28 RT I { - -- - I _ �i --� ; ` ) AIM 27 67 �_� I i - - t -- i - - 503.620.3030 tell 503.620.5539 fax i www.aaieng.com i 8 i✓VC{E) X22.5 j `-� .s-) r I BEGIN NEW SIDEWALK I a'cs� 7 �� .� `` STA. 17+36 {1'3'RT --"----4.- Ir I Project No.A06223.11 j I 1 'vc( > 2 .�, ; __ I- �` END SAWCUT a � 1E 8'C;SP(IV _______.___._- b -I * --NQF SAN IT ARC' �1 STA. 14 7015 , , ._-_._______1-_- I { Y.---_-__- __- _-_-_----__--._-____.___-_.-.___-__-_--__. __ -_______-_�--___----__- --__ ..- SS __________.___._________.---_.__._________._.___ `1 SANITARY - -7-7__ __-_-.�___ _-.__ _________,-______- __ __.._..._____.______ .a_____._ ________42/1_3_o_______________ 4 1 1 STA. 15+04.42 (25.58 RT-} I I } _ - - DEMO AND REMOVE I \ _ __ _BEGIN AWCUT 1 I BEGIN NEW 6' SIDEWALK I I ,_._, rt ___. ._ __._ .-.. -- _- -._. ,-- _., ,> � � -. � AND `\\ . - _c"_ - u - _ _w__M_^i _ -� -- _ _ - -_ J __ _ �_... 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OQ_.._ q J • v' •Q 'p �/ '•�- ----..- d a. .. .� C 7!^• p q ° a v, q va Q' RENEWAL 6/30/09 .. ��,. v'• • � v a• a'• v • d; u� d v q•.. o--- ,----• -.___ •v.-^,a._ • .-._._ "-,�,- -� / a � d -^ -�l/_",�"'__��._��*. 1►'f�.-�Si��.__1'. ®r��_����5���.�i��i�1�i �����'i_�������i�nn��.��1 '�.��i�����.�s ��r�.r� ����#1�� \ -,�M _ , rT •: _ . ..':.:. e <... ,p R �., �.m d.. a p�� 1 � _� .�ir���_ w��' _d��.�i �_�i���.�:`�����r����i�l'���i��`,�r/�LI Li r _________,_ _ .v ____ __,.. .--.- --N \ aill\ - STA, 14+78 TO STA 15+16.75 -____- ^__ �n __� -� .___ __________ _ MIMI----"_.___21:2 -.1, , tI i �� STA: 17+28.88 6 SS STUB © 2% INSTALL CURB INLET I / :Dç9 DEMO EXISTING E li 1 _ 12 STORM PIPE { ii H► 6 SS STUB 2% iI I IE-225.79 CATCH BASIN .� t __� I RIM= 229.35 ' IE=226.55 E 3 i \' ilh 2" WM8cBF I IEOUT6" W = 225.88 ' �,_; \ \ _---�, 1 I _ I I 2" WM & BF MATCH EXISTING CURBING■_ --2 ►►I GRADES AND ALIGNMENT f _ „--, ' ' ' I ` ,,--'- -r' ' ' '" "� " ! MATCH EXISTING ASPHALT '." t' H `.: R I �..!_6 t )0 I C � � t r ' 1 � ,AT {- ,�� ��� �� SECTION DEPTHS AND GRADES } CURBING TO TAPER TO MATCH U l� f 1 V t , - 1 c/ (, (_1 0 ,I f /(t; ;r1 N r'--,; 1--. -- -Sr) /I, `-- (,, V II i EXISTING CURBING TO THE ,`,,\1.i_._;\i N L,_) S > i..._. -'_., . .-`I . t-_,...- I I q i i I � i WFcT 1 . GRAPHIC SCALE NORTH 10 0 5 10 20 40 Owner: PFAFFLE STREET PUBLIC IMPROVEMENT PLAN (� Hill IN FEET`-' � 0 SCALE '1" = 10' 1 inch = 1(3 ft. Development , , , _ . , , „ , . , . , , , : , . , . „ , , , . . , . 1 l , , , . , . , , , , . ; „, • 234 -.--- -_..... .........._, 1 . i i I i t i f i r Lane I r 915 NW Torreyview Lan } Portland, Oregon 97229 , i 1 I I i i I 232 + ---.-_.------_ ._..._ �-- _ _ . _ .___._._____._.__._- _.._._....___ _.__..._._..._.° __....___._____.-______.____.__._.._.-____.-__---.__-_-___._._._._.....-.____..____._.-__ i I a ......___._.._-_._.___..__._.._._----.---------,_....__-.____..- i .__.._._.___..._..._._--..-.._......__......._._._._....------_._...__._----.---_ .-._-... _.. ....._..._.._._.. ..-_.--._.._ 230� _____-_.----_.. __ __._-.---_._..._._.._...---------__.. ._. .-.--_ ___ I PROPOSEDGRADE EXISTING GROUND _ _;____._.___._.____....___.._.___.-.-_...._-_._________.___-___.__..___._._____._. , ____._.-.___.___.__ _. .-......._:..__,_..._..____-___.-._ __.._ ____..._._-_____.____..k GUTTER _ ____ ------_---____ Project: 228 _- Pacific 5 ____ , . , „ . : , - , . . _________ ______, _ i- r 0 _ _ __ _ - Crossroads i 226 H-- ; -_ __° __ ___...___....._--------..___. --..__----.--------._ .. --...__. .._.._.... -._.. .- .. __. .._ __.___._. _.__----._�-.--------- _.__.__._....__._._.__. _ .__.__, __. .,_...___._-_-- • i .r.. 249.25 L>' 12" DI STORM PIPE ® 0.5% , , ___ „ i __ Corporate . , _ _ _ _ _ _ _ _ . o . , , . . , . . , ' Center i 224 CONTRACTOR._'TO_-FIELD ___.__ _..,...... . . _.._ ---_----_.._.._.-------- w VERIFY ;DEPTH OF ' t - � SW Pfaffle a e St h _ __. - _ _ D Oregon i TO BE �ZE-RUNTO BELOW I- m . t • I PROPOSED STO RM LINE. 222 -c-N- - � 0 . N , C/) " ;■ i N dN" = to ,+ J) �- f I j i _i W _ _ - , 220, w -�� ------._-- -... < N I- 1 f ( c II _ ��__,. Z w Q _ 1 - Sheet Title: t- , _ . - I u7 Z Q 218, .-. � -. - --'-- - - . _ _ cn I LO o T eN `- - PFAFFLE STREET wN i II __._..__.-____.__-_--_--.,__....__.._._.__...____..__._.___- ' - PUBLIC 216 . � ._.._ _ .. _ ----__.__. _.___._..._._____..__._.___�____.__.______ -- _ __ _ ._ . ^ IMPROVEME�JTS PLAN AND PROFILE , , i , ( I i I ; i 214 -.- _ ._ _- __-.._.__.__.. ,__._.__..__._.._._._..--_._._______.____._..____..-.___.._...___._._.__..__ .._._._ __._______._...____-.--_--.__..___.__.. .__..____.____.______._______.-_..__--„.---,.-__..._.-_..___._..__..-- --I- ' i 1 j : i 14+50 16+00 17+00 PFAFFLE STREET PUBLIC IMPROVEMENT PROFILE SCALE H: a 1" . 10' Revisions: LEGEND GENERAL NOTES . 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION, THE 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF 102 -- - - - - GEOTECHNICAL INVESTIGATION FOR THIS PROJECT, AND THE PROJECT SPECIFICATIONS. CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED EXISTING CONTOUR--1 TO 4 FOOT INTERVALS INTERVALS. 24-HOUR NOTICE IS REQUIRED. EXISTING CONTOUR--5 FOOT INTERVALS __ --100 --" . - NEW CONTOUR--1 TO 4 FOOT INTERVALS 102 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY NEW CONTOUR--5 FOOT INTERVALS 100 CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. PREPARED BY WELKIN ENGINEERING P.C. DATED AUGUST 08, 2006.. SEDIMENT FENCE 3. THE CONTRACTOR SHALL COMPLY WITH ORS 757.541 TO 757.571 REQUIRING 7. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE GRADES NOTIFICATION OF INTENDED EXCAVATION TO UTILITY PROVIDERS. SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ROUGH GRADING. AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS 8. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE FINISHED WITH ENGINEER. GRADE WHICH INCLUDES SUBGRADE SOIL, TOPSOIL, SOIL AMENDMENTS, ROCKERY AND MILDREN DESIGN GROUP, P.C., 2007, ALL RIGHTS RE SERVE D0C RUNOFF PROTECTION CONTRACTOR IS RESPONSIBLE TO COORDINATE GRADING WITH BOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRIIIt.N PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 13 December 2007 Drawn by: Checked by: CNH Job Number: 106244 Sheet Site P Set December 20th _ ;��, i') r h°Li.s•••w•wh...---...,. MILDREN DESIGN GROUP, P.C. ARCHITECTURE ■ SPACE PLANNING 7650 S.W. Beveland, Suite 120 Tigard, Oregon 97223-8692 Voice: 503-244--0552 Fax: 503-244-0417 • IlkAAA I afghan associates,inc. ENGINEERING 4875 SW Griffith Drive I Suite 300 I Beaverton,OR 1 97005 503.620.3030 teL 1 503.620.5539 fax I www.aaieng.com Project No.A06223.11 CURB JOINT , 1S" MIN. \-01 5' MIN. •• ' SEE NOTE 5 ROW 2+4' SIDEWALK ADJACENT TO CURB EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING , a,..rlf...f -or-2% I . VALVE RISER •,+,;• •:'t.<4'•.:•••t�:..,+;a,•..:as ..4,.'ff'.4•:•w..q..+•,,--•,'4..• I- COMPLETE '.. ROAD *..,y; .,.•T♦:M� .LR,.ff‘M�'•.a`a.fa.fR._7a`aPN`♦•;41.f`w`,♦.1Aa`, /SIDEWALK-...-T- ••.•. ..=I)•• .� 11�1 111-:I . -- =i 111=' 18" MIN 3" MIN ,`��E� PR�i��`, V,j7 '.q_:'. ::• ;'..;`:.:' �II1 III II�iIi�-�, :i�� ;. I 6., A FLANGE \j LNGIN CR `/) t .. . .. . r Max ICE A 2" OF 3 4"-0" BASEROCK '"4" �j4V?"3"3,�i' ii-4.4 58412PE rr - COMPACTED SUBGRADE . '� .'ice- 4" �li#,W� �f��c,i:4:. .9.:-'"., .-- ,ivil,i;t #,,;: al,.;i,<< 14:4:, 4, , A© O Q° Q O�° M•-,44-x..,41,1,". �I►• .i-0';el ;.,_.�__.. .. OREGON 000°00 °000 00°0° °000 �� '<, CS/(1411/144 000 io,o0p°oo°AB Z°00 00 0p°- AGGREGATE BASEROCK . .t•-- BRAIN ROCK POCKET /� Q� ,++r:: , o4 CU FT MIN ,•• jO°o °Ooo o=o°oO°Oaoo1 SIDEWAL< ADJACE\ TO CURB ,: ►' 4 r__ , RENEWAL I I I--f f III f I !- .,- • ;.-.� .. �.� _ . ``.,,0 _ 0,4%+6 DUCTILE IRON PIPE -=-= ., r COMPACTED SUBGRADE _ili:'•• 11I{ a • .....0 5' MIN. * ' ROW -I� � rf ?st�' .ti -t r`v ► 6" .,. '4% f. s' MEGALUG RETAINER ,.*,�* �. x, j. LOCAL STREETS: •-•F-- 2% T a re'` GLAND (ESAA IRS) ,. `'• 4.. if. 4:••'q• 7;' •4. 1.•, ••.4v,.lA.4A...•• -q R4. •;•4,•,,, CONCRETE PIER GATE VALVE AC - 6 CLASS C ASPHALTIC CONCRETE ROAD v - ' ` .� a.t,�ac,,.p.'.. �~�'���'_��~ FIG x WI ff f> ff ROA •.:;,......' -,..ti.- . •�4 . �.... y=ts` ,..t�� �� !!i-at I I M J x 6" FLG TEE f I=I I f=�I�I I1-' I ± •11T-11 I �' SEE NOTE No 1 AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK ' `;: i"• �1�Y� II T-r- '-'1 OR THRUST BLOCK 2" OF 3/4"-0" BASEROCK I AC - 8" CLASS "C" ASPHALTIC CONCRETE COMPACTED SUBGRADE SIDEWALK WITH PLANTER MINOR COLLECTOR STREETS: STRIP AT CURES 18" SIDEWAL�C AWAY FROM CURB 124" MAX NOTES: AC - 7" ASPHALTIC CONCRETE, AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE DEWAEK 3" MIN OR OF 1-1/2" TO 3". __ 6 MAX BREAK FLANGE w , AC - 9" CLASS "C" ASPHALTIC CONCRETE �''' ` ' � `�`~ - .. ..t� �,/...� 6► ' - �r.`i i±ii�i�ai�i��••tfi a•i j l��, �'����• • 2. PANELS TO BE 5 FEET LONG. ,jr,j-:j.4" , YI' ''''e%∎ ► -44 r ,j�jqr.. i► i. b• - _- ,, .r 1.Ali MAJOR COLLECTOR STREETS: 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, Sc AT SPACING NOT TO EXCEED 45 FEET. •--4 FT (REF) Owner: AC - 9" CLASS "C" ASPHALTIC CONCRETE, • AB - 4" (1-1/2" - 0") AGGREGATE BASEROCK 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE Cedar Hills CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE NOTES:, D ' 1 1, NOTES: CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE • 1. JOINTS TO BE TACK AND SANDED. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS, 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER 2. PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT. 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN. PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. . 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. .• la: E311 P. FIRE HYDRANT 1 DETAIL No. TualatinValley Water Diatriet STANDARD INSTALLATION 1 al 915 NW Torreyview Lane APPROVED BY: NO SCALE Port land, Oregon 97229 APPROVED BY: NO SCALE AGUSTIN P. DUENAS CONCRETE • AGUSTIN P. DUENAS PAVEMENT DIG-OUT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT 13125 S.W. HALL BLVD. CITY ENGINEER DWG. NO. CITY ENGINEER DWG. NO. • ' . TIGARD, OREGON 97223 13125 S.W. HALL BLVD. �`'�:: VOICE: 503 639-4171 SIDEWALK 1 2 0 ;;i��; MARCH 1998 Tyro, OREGON 97223 FAX: 503 684-7297 •�F-IGA VOICE: (503) 639-4171 AND REPAIR 'I 8 2 CITY OF TIGARD FAT (503) 684-7297 MARCH 1998 OREGON APPROVAL DATE CITY OF TIGARD OREGON APPROVAL DATE °- Project: CROSSWALK STRIPING Pacific PC/PT Crossroads SIDEWALK �, I Cornorate CURBSIDE CA 3•r T� S'L..,� '"V"' 5' Center SW Pfaffle St.„,/,,, 6\> Abv-6\0/.. ..0,, cv ...4, STOP SIGN LOCATION 6 Tigard, Oregon (INSTALL 4" PVC SLEEVE WC?"\ )° UNTIL PERMANENT SIGN �1 \'' z", INSTALLATION) �Q, 0, ri, JP �� J��Q�P EXPANSION PO ���, JOINT (TYP) oc Jew ROW ` w Q PC/PT Sheet Title: 31' "' ZTO ROW PUBLIC PLAN VIEW 6'TO8' IMPROVEVEI\TS VARIABLE STA:14+95©20' -STEADY TAPER- STA:17+31 @ 17.2' 6" 5' VARIES g" IAX. DETAILS -"` CIO NEW CURB '� `�` NEW SIDEWALK 4. 4' 4' ►• 6" VARIABLE X' CTO SAW CUT I PLANTER STRIP WITH STEADY TAPER 7.5 MIN. CURB AND GUTTER OF R�EW SIDEWALK '• 1.5' FROM EDGE OF PAVEMENT `� PER DETAIL. --2 FLUSH 12.0 - �•t r_ c.:(.. F ) 1...T Vi .::^a„ i / • , v,�, .r,. ✓:-.ai�.4 .,i •.aft' �� ':s-?r_ ,C'_": '_'t _� .7 .t .. :{)�:r<: ti,'�•�i '‘,,>: i, `^;.v- __' 1• - '1 y,, ,,�,. _ `.✓.-_-`...;�,. ...1_ _ :mac '.'. CONCRETE SIDEWALK t c• ;, _ ,_� ;;,_ , g,', ,,,,:::',,,;;;;1,4';%16, %:-7::''7,,,:t''' ., ..,,,,,,,,„.,,y,,-, : r 3/4"MINUS CRUSHED ROCK 4" P.C. CONCRETE _;_-I,__. , ti,tt c, -.•, -A ; r, -TI .111--�� iV `, �'(:� 7 t=;�`^, ` _ ^,(; ;; COMPACTED SUBGRADE if- 11!rY!I G (.., :.,,-,),:,t <._.,:13 STREET SECTION 2" 3/4"-O" AGG. BASEROCK 3 CLASS C ASPHALT 2"LEVELING BASE(3/4"MINUS SECTION A-A 8"AGGREGATE BASE(1 1/2"MINUS) TYPICAL CROSS SECTION SW PFAFFLE STREET NOTES: 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. NOT TO SCALE Revisions: 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE EDGED ON 4 SIDES. 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. APPROVED BY: NO SCALE A, ENGINEERING DEPARTMENT AGUSTIN P. DUENAS STANDARD CORNER DWG. N0. 13125 S.W. HALL BLVD. CITY ENGINEER •L``= .1 TIGARD, OREGON 97223 MARCH 1998 WHEELCHAIR RAMP VOICE: (503)639-4171 1 2 8 CITY OF TIGARD FAx: (503)sa4-7297 OREGON APPROVAL DATE MILDREN DESIGN GROUP, P.C., 2007, ALL RIGHTS RESERVED© THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P.C. Date: 13 December 2007 Drawn by: Checked by: CNH Job Number: 106244 Sheet `�,�! ,�;'{� I , milli�.' 111 '�i'i Site Permit Set -- December 2007 _ ,1I ��. 1 1 I1 ii I REVISION 1 04/09/07 . III III•III REVISION I 12/12/07 CLIFFORD DESIGN PROJECT NO. PAC2007 DATE I 03/14/07 DESIGNED 1 J.CLIFORD ,, ■ ■ '----.----__. GIS It,A0 Y 4 FAN STA: 13+38.54 • 612 '� OFFSET: O:0O L SITE JOHN BENCHMARK �"•CUFF® CENTERLINE PIN ELEV = 225.6? ,. • 0, `1,, OREGON SW FFAFFI E ST S: E 1 i...., ,c).‘5,s,..s.N. o d o d v v w d a II • �r •e : °` ;1 r ' Y 'ter•'` a'v►- " AM: _. . a �♦ rI # ► ` ►/ r q" ► > 1 1 . r #a � 1 ° ` C5UXI I ' 11�tj��'� !!'4i Qv'v��S©a r:T.,.,—, ��r©©n wvts tio cp °- triii' '•s S�E if v�� 1 oav L� ��T, —r' _ nN on� t g o a 0, ' 1`,��I a°1 d 4 iil �/ d,„1 ��`; :� < ' e0 UILDINC - A SUILDING - 3 `,4i AA EXISTING PAKING LOT . ( . of ,./ ili / \.,\ r,� y A i �J r L A . trOl teae —r© 3©arl `ce 1 © ©� AAA � Ad OQO� : � © �7�V7�jO A ��0. O0' ' ll 4 . . . 'W a D '. Fl.".1 t —<''.. , i 1 11 11 11 11 1 II 11 11 41 11 11 11 4 4 VI. n Ri, 0o LLoo 0 1 1 ► — z/ w> �r .. jL wd O ' - Ai Q � i ,fir• E 0 `TTT f fr^ _ J!1:I 1/400 ot W 1 • — P I 4 - 4 . • • :..,.',. 6. 6. 0 0 o . :4 -,\,..,:_..),,, . , . In *Fix,. -4:.c.. 0 Q___},,,,,,,/i ...11110.1 • '.Ie vim PP lus 1--- \ 7 . :.° (- _ l) . IF ,..,. ,,,...... < z U o i" � ' ; +d, \ v - EXISTING PARKING LOT �,p� � 4 ► '■ . � �,�\ tTTTT1�T��► �� '_f� -T4t4p��i�► ► ti 1 , + k 0 EXITING UILING - V EXISTING EVEGREEN I-4EDGE ilir 11 PAKING LOT TEES r a EXISTING CHAIN Q { _ .w L INK FENCE Ct er• d ` to , I lb Lett, LI o - 5I L D I NG - C AO'„,,, _ . , : , ' O1 (41) !ft eil o I p (.0 < 0 . _ 12 a 1-, !O I isiA7iaclic, 1v! Ioer�i�it'T irTT ri/��i 'w7�JvT���. � i•` �24,i��. r_L�,'1pi�T,,�r7r�Ai T'�lT� ,t�� r7i�00 , . W I e o ,�. Ailk EXISTING EVERGREEN TREES 0 • rQO -; a - �, �,i \, /\.._./�/ 4 - 4 " 4 4 Q 4.v ° 'a a "° .d • d .• w '. *3' ' 4 ° 4 v a ? .. AN 0_ --)4. : 4. ° • e rr► {► ► ► '►r'��t►�►�'►���►�'►A�►��►__ar�►!�' /� h ��, �. � ' ?-, ter, 1!- �I I li/imR.w,J.r► r 1►.:i,>Ir►:�murr.giA ,r '%r- EXISTING PARKING LOT EXISTING CHAIN LINK FENCE ii BUILD ING/PAVING 4 LANDSCAPE COVERAGE: L 5 I TE AREA: ✓0,999.99 SF 5UILD ING AREA: 15,135 SF •• •• PAVING AREA: 26,990.55 SF •• •• IMPERVIOUS AREAS TOTAL: 42,125.55 SF 82.6% FrAFFLE f:::' .—ANT LEGE\LEGE\D IANDSCAFE AREA 8,814.44 eF 1-1.49'. QTY. QTY. •• •• II RAYWOOD ASH FRAXINUS OXYCARPA 'RAYWOOD' MINIMUM 2" Cal. 49 ►, WARTY 5AR5ERRY 5ERE ERIS VERRUCULOSA 2 gal. 4 V� o c r� F- t_ 0• I` -12 0 IMSOM I (IN ftwiiii Z ca 0) ,N 11 S V A1"1ANOC-�AUJA CHERRY PRUNUS�'R'UNUv SEIRRULATA Al"1ANOC�AIUA MINIMUM 2 Ca I. AZALEA AZALEA WINO CR ea l. LI In o Q �' r ■ Q ° 5, -' 0 -f3 PORTUGAL LAUREL PRUNUS LUSITANICA 5 gal. w Z ■■5 0 ° 11 2 a" I KWANZAN CHERRY PRUNUS SERRULATA 'KWANZAN' 2" Cal. C.) c Q o �' 4 . Do 'T ` 59 0-- OTTO LUYKEN LAUREL PRUNUS LAUR 'OTTO LUYKEN' 2 gal. J -' 45 U 16 CAPITAL PEAR PYRU5 CALLERIANA 'CAPITAL' 2" Cal. 8 ®)--- OREGON GRAPE MAIONIA AQUIFOLIUM 2 gal. CC ° W � W J (p 11 AUSTRIAN PINE PINUS NIGRA 5'-6' 545 0 �= Z cc 4.13 o 23 -- SPRING BOUQUET VIBURNUM VIBURNUM TINUS 5PRINC BOUQUET' 2 gal. 11_ ■■ - o ■■ I v rn 8 VINE MAPLE ACER CIRCINATUM 5'-6' 545 �,, U. Q �� M 34 .. I ANTI REDOSIER DOGWOOD CORNUS SERICEA ISANTI I gal. 1�- ■■ m o O V 0 ---- SKYROCKET JUNIPER JUNIPERUS VIRGINIANA 'SKYROCKET' S'-6' 545 , ii 40 ®- EDWARD GOUC4-4ER ASELIA ARELIA G. EDWARD GOUCHER1 2 gal. an ■■ >; NORTH /: ' KINNIKINNICK ARCTOSTAPI-4YLOS 'UVA URN' I gal. 24" oc. 111., , , AND ecAF,_ p „,„,, +.I IRRIGATION NOTE: AN ,,ALL LANDSCAPING WILL 5E IRRIGATED U.1ITI-4 AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. LAWN AND SHRUBS WILL SE FACH � R z ON ED SEPARATELY. ALL HEADS WI�L 5E ON POP-UP RISERS. POINT OF CONNECTION IS AT WATER METER ALONG PFAFFLE ST. SHEET TITLE INSTALL SACKFLOW DEVICE BETWEEN METE; AND SYSTEM MAINLINE. SCALE: I" - 201-0" PLANTING PLAN SHEET NUMBER L11 .. '. /