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7157 SW BEVELAND ROAD-4 Y y 1s P,! h. ^Y /.4 +1 1 OFFICE COPY Keynotes 0_� w 1 1. ACCESSIBLE VAN PARKING AND SIGNAGE - SEE DETAIL 1/A5.1 `• 2. CAR/VANPOOL PARKING AND SIGNAGE - SEE DETAIL 7/A5.1 V I 3. CONCRETE SIDEWALK !� - 4. CONCRETE CURB - SEE CIVIL N,gR- gg�5 11 B.Gb' `7N.89'05'00"E. 42.00' N.89'OS'00"F,r^4.�.00' S. ASPHALT PAVING - SEE CML MILDREN DESIGN CE I"AN t Lj`�..+[J� 6. MASONRY TRASH ENCLOSURE n7650 S.W. Sind Pite 120 ,�y I + �-� I I 7. BIKE RACK FOR 4 BIKE SPACES (P SPACES TOTAL) - SEE I 4.W,Y�� I I 7050 S.W. Bevelald Suite I - 8 9 DETAIL 6/A5.1 Tigard, Oregon 9722:4-6092 A5.1 A5.1 S. BOLLARD - SEE DETAIL 5/A5.1 (.503) 244-0552 RED I 2'- J G I C C C I RED - C2,LOy C C 56'-0" e I C (0. 1 I (' .� 0 1 _ 54,_0. \+J� �• -I ._ , 63'� 1 0• 10 /1 ® No A 5.1 01 g`-0• 2 5'- -•1 id' O T J1T- 45'-0" C, m 0 .n R' PROJECT LOCATION I:. v • w N m �-r .I\ a - GAMBIA, ''oc an u U 2 Lnl 7uj vNANP00L jp Fn I O N L� I•° TAILORS Rollin,frIrP. •i 4�� Y7'� " VVV In 7 $ n - - B p - avc sT poalu sT '' , G>7�l 913 KRIZ ,.,,. ry r�(r�� t Oa4 Mw R p C a Y N[WiA ST �i 'T i •T Re LVQ 6 All I 1 7 T`4/1 1 7175 SW BEVELAND ST 7155 SW BEVELAND ST 5 11__� I' 7115 SW BEVELAND ST 1 7005 SW BEVELAND ST �i RO V" T sl ~ 7 p° 8 npry t 0�'1 TAX MAP: 25101AR TAX IMP: 2SIOIAB - I ' TA% MAP: 25101 AB TAX MAP: 251O1AB HWI - / [ TAX LOT: 2000 TAX LOT: 2100 ••� 0 C ..1. TAX LOT: 2201 TAX LOT: 2200 Partial Site Plan at Trash Enclosure MIN TIgar '� ,. PROP. 2-STORY .{-' [ In II� I' PROP. 2-STORY Lake L OFFICE BUILDING ♦ I OFFICE BUILDING sb MRATAN � Nc?oN�u ` VAr / AAVr 3 ( J I C 1 . "° MTA Ry d xrN v° 01Lner: Proposed "r1 . Proposed R 0 Building 1 I, , Building 2 I 0 2 4 8 16 Clty.. sArTue _ [,f''' F"' LIMMLER I G 1 .D we ��, ; i 1 ° ,.� �� r�5°n"TRr `� Development, o I I �a$8 7 25 0"t 113-6" a.- - Dur L.L.C. W ATIM p I RW R ■ A f_ 10 -1" _ o k+' Tualatl _ Ivergr v 7 -D Site Tabulation RD 14915 S.W. 72nd Suite 200 `V S.89.0 '0 W. 42.00' S.89'05'00"W. 4 .00' - - - - -- S. 9'0 '00"W. 11 PHASE 1 g ", Av.R. � swR®1T ail RO 47 - Tigard, Oregon 97223 _ - - lONIYtWA`F- � - - - 10•_1 r._ 1 - ._ - - LOT AREA . 21,240 X. FT. _ - - - - - - - ALLOWABLE LOT COVERAGE: 85X X 21,240 = 18,054 SO. FT. Vicinity Plan Project: MAXIMUM S.W. Beveland Street _ _ - _ - REQUIRED LANDSCAPING - 15X X 21 240 SO J 186FLOOR SO. FT.REA no scale 7155 Beveland - - - - LANDSCAPING PROVIDED = 6,154 SC. FT. - - -- - - - - - - - - - - - - - - - ------- Buildings -- --- --- --- - r - - --- --------- -----------_ -- Parking Tabulation Sheet Index PHASE 1 _ - - - - - - - - - - -- - - - - A1.1 SITE PLAN PARKING OFFICE 2.7/1000 7155 Beveland SO. FT, OFFICE 8,496 / 1,000 = 8.496 X 2.7 = 23.94 STALLS I COVER SHEET Tigard.Oregon TOTAL PROVIDEC 25 STALLS 2 EXISTING CONDITIONS AND DEMOLITION PLAN 15 STANDARD SPACES 3 SITE PLAN 10 COMPACTS SPACES 4 COMPOSITE UTILITY PLAN Sheet Title Site Plan Legend I ACCESSIBLE SPACES 5. GRADING AN DRAINAGE PLAN sb Q DRIVE-IN DOOR GROSS BUILDING AREAS: a. PRIVATE 7, EROSION STORM LSEWER NPROFILES Site Plan LOWER FLOOR GROSS AREA: 4,418 SO. FT. 0 5 10 2U 40 1001 UPPER FLOOR GROSS AREA: 4.078 SO, F7, 8. PARKING LOT DETAILS TOTAL GROSS BUILDING AREA: 8.496 SO. FT. 9. STORM WATER DETAILS 10. TREE PRESERVATION PLAN Legal Description: LI LANDSCAPE PLAN -- - ' 7155 SW BE VELAND ST: TAX MAP: 25101AB, TAX LOT: 2100 Site Tabulation tA2.1 BUILDING 1 FLOOR AND ROOF PLANS 7115 SW SEVELAND ST: TAX MAP: 2S101AB, TAX LOT: 2201 PHASE 2 2A2.1 BUILDING 2 FLOOR AND ROOF PLANS A3.1 BUILDING 1 ELEVATIONS site Data: Zone Analysis LOT AREA - 15,120 SO. FT. A3.2 BUILDING 2 ELEVATIONS AREA: X COVERAGE: X COVERAGE ALLOWED: - - ALLOWABLE LOT COVERAGE: 8,5X X 15,120 = 12,852 SO, FT. A4.1 WALL SECTIONS ZONE: MUE, MIXED USE EMPLOYMENT MAXIMUM (F.A.R.) .40 X 15,17-0 = 6.048 SQ. FT. FLOOR AREA 7.4.2 WALL SECTIONS Revisions 'I 517E N.A. N.A. REQUIRED LANDSCAPING = 15X X 15,120 = 2.268 SO. FT. A5.1 DETAILS TAX LOT 2100 21,240 SF ALLOWABLE USE TYPE: GENERAL COMMERCIAL � 7A% LOT 2201 15,120 SF PROFESSIONAL OFFICES LANDSCAPING PROVIDED = 6,028 50. FT. A5.2 DETAILS 36,J20 SF PROFESSIONAL SERVICES A5.3 DETAILS A5.4 DETAILS PROPOSED USE TYPE: PROFESSIONAL OFFICES IMPERVIOUS AREA A5.5 DETAILS AND GENERAL MOTES LOT 2100: Code Analysis Parking Tabulation BUILDING AREA (TOTAL): 8,496 SF 40% PHASE 2 SLID GENERAL NOTES. STRUCTURAL DETAILS BUILDING AREA (FOOTPRINT): 4,418 SF OCCUPANCY GROUP: B 52.10 BUILDING 1 FOUNDATION PLAN 1 PAVING AREA: 10,690 SF 50.3X BUILDING TYPE: VN 52.11 BUILDING 1 SECOND FLOOR FRAMING PLAN LOT 2201: PARKING OFFICE 2.7/1000 52.12 BUILDING 1 ROOF FRAMING PLAN BUILDING AREA (TOTAL): 6,048 SF 40% ALLOWABLE AREA: SO. FT. OFFICE 6,048 / 1,000 = 6.038 X 2.7 - 16.32 STALLS 52.13 BUILDING 2 FOUNDATION PLAN BUILDING AREA (FOOTPRINT): 3,230 SF NUMBER OF STORIES: I MULTIPLE STORIES TOTAL PROVIDED 20 STALLS 52.14 BUILDING 2 SECOND FLOOR FRAMING PLAN PAVING AREA: 5,862 SF 38.8X BASIC AREA: 8,000 S.F. 16,000 S.F. NO YARDS 12 STANDARD SPACES 52.15 BUILDING 2 ROOF FRAMING. PLAN TOTAL IMPERVIOUS Ali 24,200 SF OX 85X WITH YARDS TWO SIDES: 12,000 S.F. 24,000 S.F. 20" MIN. AT 1){%/FT., MAX. 50% INCREASE 7 COMPACTS SPACES S3.10 STRUCTURAL DETAILS AREA: R COVERAGE: % COVERAGE REQUIRED: 1 ACCESSIBLE SPACES u11DnrN orslcN aa1P-- n.c., "'k ,ui 54.10 STRUCTURAL DETAILS Nlwrs RcaRrtO GROSS BUILDING AREAS: LANDSCAPING "'Ig ORAMNOS AR[ TK PROPsntr M OX BUILDING i ACTUAL AREA: 8.498 SF LOWER FLOOR GROSS AREA: 3.230 SQ. FT. NRORrA of.moN OROIIP, P.c., ria ARE LOT 2100: 6,154 SF 28.9% ACTUAL NUMBER OF STORIES: 2 UPPER FLOOR GROSS .AREA: NO7 to x U5[P OR R"'Doom N ,�. LOT 2201: 6,028 SF 39.9X YARD TWO SIDES TOTAL GROSS BUILDING AREA: x048 S78 SO. FT. Deferred Submittals ��11 �rI, N 31u°AolOuaRl��a Dale: 1 H June 41 SPACES PROVIDED: N SPACES PROVIDED: BUILDING 2 ACTUAL AREA: 6,C48 SF 2004 PRE-MANUFACTU?ED W000 JOISTS I PARKING LOT 2100: LOT 2100: ACTUAL NUMBER OF STORIES: 2 CITY F' T HU Drawn by: Checked STANDARD: 13 11 YARD TWO SIDES FABRICATED STEEL STAIRS A I,,� APDroved.s� W.X... ._.,......._.jJQ: by: COMPACT! 10 7 Condbonelly AVA'ilroRvspaN...S...�....9..........._._......._. CAR/VAN POOL: 1 1 PEnMrt'q 5133.�Y-- � T`IK ror Only the.ro • IR' HANDICAP: 1 1 15 Job Number: TOTAL SPACES PROVIDED: 25 25 Jro LXVNss F nie . _... ...__......I ): 103317 A",Cn ... "'y�V v Sheet of 1( of: 0 Date Building Permit Submittal - June 2004 A 1 . 1oFncE copy I1'IIi I ' n T I 1v1111 1 I . Il ll ,,-Hill ll uluuLEaIBIL1Y STRIP T` - C.1, � Pm , 8 d IO 11 12 13 :lull I' In I`��u -��I,�nlRir' slYfil�Mb^";I..IASIS Ia IB 17 I'9 19 70 21 22 23 24 25 26 27 2,= 29 10 ,. . .•. ,8 a,.,; CI 111 OI '1vqf,IIII ' II� 11''1'11�'�II ' I 1 III�'�I�''1�I�'� f"O�N, • taas __. .1 1 UUJIJ>Jl�+l 1 lU.L� /ilA[L�}IIJ4LM[rAI�AA[[1�1111d111J1AY� L1��L1L��- 25 X 1 . ti - ` .. . i F a r } •,1 t. • l� > 0\ O >, .r e---p -Z tv _ r GENERAL NOTES 1 All CONSTRUCTION ANI: MATERIALS SHALL CONFORM TO THESE PLANS AND THE APPLICABLE REUUIREMEN 1S OF THE CITY OF TIGARD ENGINEERING DEPARTMENT PUBLIC IMPROVEMENT DESIGN STANDARDS, EFFECTIVE JULY 15, 1996 7 T 2 THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N iI FOR STREETS AND HIGHWAYS,' U.S DEPT OF TRANSPORTATION, FHWA, 1988 EDITION. w w -BIG TT �1 3 TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD -) DEVELOPER SPECIFICATION AND, ALSO, IN ACCORDANCE WITH THE CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL o a o o I PLAN. A CDPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL- BE AVAILABLE aT THE WORK aREA. a w �� > ZIMMLER DEVELOPMENT, LLC z x o I 7165 SW FIR LOOP, SUITE 100 4 PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITH 4 N Q � a II APPROVAL FROM THE CITY ENGINEER THE PERMI f HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY TIGARD. OR 9-/223NOTIF!CA110N OF TRAFFIC FLOW OISRUPT!ONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., U a (503) 598-3440 TUALATIN FIRE AND RESCUE) AND TO TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT 5 ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN ) BEFORE INIIIATIUN OF CONSTRUCTION WORK 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMA! z ENGINEER DELIVERY SERVICE ! AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHFo CSA CONSULTING ENGINEERS , air- 321 s 321 $ W 4TH, 4TH FLOOR 7 WORK LAND SHACONTROLL BEVI EFFECTIVELY TIV GYPMASNTAINE ,C., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION d E EC EL ED. PORTLAND, OR 91204 � ') 8 NO WORK WILL BE PERMITTED DURING THE HOUR` OF' DARKNESS, NOR BETWEEN 9:00 PM TO 7 00 AM, MONDAY (503) 228-3848 THROUGH FRIDAY NOR BETWEEN 9:00 PM TO 8:00 AM SATURDAY, NOR BETWEEN 9:00 PM TO 9:00 AM SUNDAY W 9 MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. �� 5 z _ u a II/ Q10. THE CIT1 RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY I I r TO -_FFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY, rn a c.n 1 11 A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL ---~- —"`"' AMENDMENTS SHALL BE AVAILABLF AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, Q II `i I --' Z S ,1 CONDITIONS AND PROVISIONS A',.) TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS = O 4 O 1 -�- •:,.,�r, I ANC TO THE CITY'S STANDARDS AND SPECIFICA'�GNS AND TO THESE GENERAL CONDITIONSCHANG T A Y Z r- C.� w `" ! 1 1 :•o eJo"�. CHANGES O N --� w SW CLINTON ST __ 1 (� t. 1 OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. �_ x LA C s I •. " ' 0' 12 MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERM!T HOLDER THE O `w D I O c!7 F— r– �gR7MnIJTF ST. �� WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND w w Q I� _.,%i ,: 1 . �;A�_ 1 HAZARDS A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. Q � ``? a 7 et Q > Q Q( ti I 13 THE SPREADING OF MUD OR DEBRIS OR STORACE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY V) o ci 0 (� 1 PUBLIC ROADWAY IS STRICTLY PROHIBITED .AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION OF — 5 THE PERMIT THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISft El ( CLEAN UP, V) '�' ! 3 I LJ 14. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES' MUST 8E INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO SW V L 1 ACCOMPLISH EFFECTIVE EROSION CONTROL. �'�:;c'���;::1ter>, 15 PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRAS MIX; SHRUBS, SW ONZAGA :}-� i r ' "' "' I FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC SHALL 9E REECTApL15HED, . . 217 SW HAM 7 REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL, 16 EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK ;,.TE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, P Y �.,, 1 1 J E PUBLIC PROPERTY AND THE RELEIr1NG SYSTEM I_ NOT ADVERSELY " I �` I IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH vL� I •,�- EFFECTIVE DRAINAGE CONTROL. (� n» A KVOIAB ST LAX MAP 2s10+AO 17 EXCAVATOR(S) MUST COMPLY WITH O.R.S. 757,541 THROUGH 757.571; EXCAVATORS) SHALL NOTIFY ALL UTILITY q ?;k, ;; ions sw K Y[ul+o s r TAM VAP: �s101As ;,TA SW Kauko s, 1 •!r 1 CONPANIES FOR LINE LOCATIONS 72 HOURS MIN. PRIOR f0 START OF WORK. DAMAGE TO UTILITIES SHALL. TAM LOT: ?000 �•' i, TAX YAP MOW 1 Z \� 1 TA'O°fxtOOAe ` �' I "„sr OT 2270 ST `"" `oT t2oo BE CORRECTED AT THE PERMIT HOLDERS' F_XPENSE N 1 PROP t-S10Rr ;.• TAX 2 TOR I v� PROP 2-STORY I or�lcc eu�aMc N orrice eulLomc 18 CONTRACTOR MUST VERIFY ALL EXISTI'aG UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR -s #•� 1 TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR uu RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE CHANGES MUST ca Lu` BE APPROVED BY THE CITY IN ADVANCE OF' WORK PERFORMANCE. CONIRACTOR SHALL COORDINATE THE WORK I ?� WITH AFFECTED UTILITY AGENCIES. W VICINITY MAP I s�y, + -- ____ _ _ _ , I -r� ;7,.1. ® .`r-, I 9. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TC THE CITY '�► ' FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION LL cr LcGEND 20. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL Q +OD. BE AT T _ PERMIT HOLDERS' EXPENSE. uj 21. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 24 HOUR EMERGENCY -- R.0•W TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION PROPERTY LINES — - - -- - — - SW BEVELAND_ST. _ _ _ _ _ _ _ __� _ _ _ - . ANC, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENCY THE PERMIT HOLDER SHALL NOTIFY THE CITY Q — - — _ - INSPECTOR, IN WRITING, OF ANY/All ASSIGNMENT CHANGES. ,I - - - - - - - - - - - - - CENTERLINE 5' CONTOURS — ' ^ Y 22. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME � --- AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR -- '----- CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS W 1' CONTOURS ---1------ --�_--- I THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR 01' ANY/ALL ASSIGNMENT CHANGES. Ca PROPOSED CURB EXISTING CURB ( SITE PLAN L3 PRIOR TTO SHE OTARTIING WORLE K. PROOFOFLITY 017 IRIGHRT-OFMIT HEONDTRY OR PROPERLY TO PROVIDE EAR PROPER SEMENTS,ESHALL BE NTRY PROVIDEDOR MOI PROPOSED STORM SEWER r THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR SCALE: 1"= 30 PROVIDE FOR PROOF OF RIGHT-OF--ENTRY OR EASEMENTS, EXISTING STORM SEWER EXISTING SANITARY �EWF R 24 ALL ELEVATIONS ARE BASED ON BENCHMARK NO 378, WASHINGTON COUNTY, ELEV: 7.25.27 THE BENCHMARK IS A � BRASS DISC. Z � EXISTING WATI.R UNE 25. WORK PROVIDED FOR UNDER THE PUBLIC IMPROVEMENT PERMIT SHALL COMPLY WITH APPLICABLE SPECIFICATIONS U EXISTING GAS LINE CONTAINED THEREIN, w EXIST. OVERHEAD ELECTRIC LINE U - ---uE-- PROP UNDERGROIJND ELECTRIC LINE n EXISTING CHAINLINK FENCE EXISTING INL-L T ABBREVIA TIONS C. PROPOSED INLET AC ASPHALT CONCRETE te) PROPOSED STORM MANHOLE CB CATCH BASIN �J) EXISTING MANHOLE CL CENTERLINE CONTENTS r-1 EXISTING WATER VALVE CWS CLEAN WATER SERVICES � EF EDGE OF PAVEMENT PAGE DESCRIPTION EXISTING FIRE HYDRANT ELEV ELEVATION - 1/10 COVER SHEET �' o EXISTING WATER METER EXIST EXISTING FL- FLOW LINE 2/10 EXISTING CONDITIONS & DEMOLITION PLAN EXISTING POWER POLE rn 00 4°1r EXISTING LIGHT POLE GUT GUTTER LINE 3/10 SITE PLAN Qco is LT LEFT w ' EXISTING MAILBOX 4/10 COMPOSITE UTILITY PLAN N L LENGTH OF CIJR JE v o w co EXISTING TREE LC LONG CHORD I �� 3 s O N �fy'.L �� ' PROPOSED STREET TREE PC POINT OF CURVE 5/10 GRADING AND DRAINAGE PLAN ri �'e��'; ' �'• hT POINT OF TANGENT In iS r PROPOSED ASPHALT CONCRETE. PP POWER POLE 6/10 PRIVATE STORM SEWER PROFILES In R RADIUS 7/10 EROSION CONTROL PLAN .� EXISTING CONCRETE RT RIGHT a R/W RIGHT OF WAY 8/10 PARKING LOT DETAILS U� PROPOSED CONCRETE STD STANDARD STA STATION 9/10 STORM WATER DETAILS O TOC TOP OF ('URB EXISTING GRAVEL 10/10 TREE PRESrRVATIQN PLAN lr Air I I I , ��Yt• u 7 1 1^ 1 I e1 I+MI N aThi9 ., 1. i^.. �.,.,,...-....,...._•,-_.....,..+....,.+..aw•-...,.w..www�ar,.r++..,+.w.+nwc.._-•wm..wre►rr�aa,._.-..... _.... .__,._..,,-.....r.,...,.w..w-.r.,,,.,..a,•-,.....__. ... --..-...•Y+ww�rrw,.-..,r.,.r...-..,.:. _.-. _.. _.. ... ..... __.._. ._. _.. __ -.. .- . .. -_. _._ ... _.. .._ �.. _._ .. _-.. ...,..__ _-^ -_ -.-..._.-,.._......_ ...-._....._....._.. ._ ._._.. .�. ._ ,....xe-.--_._. _ +.m,-�.,.,,.�...-..-.,._..-,._.._. __••_._-_""^^�. ,5: r gum .,.... ..<..:,.r•,... , .. _...a aba,aw.' ur w: ,MRIV>t/LL9�Yy71'4 �.,- --+-••r.Cml ILLI II Inl Inl Inl'InIIillI m Itll! IInIli "i`I"inlIII! ILIIli�ill lu III I I I I LEGIBILITY STRIPI I I I I I I I I I�I I I InI Inil nl II� I 1 I.tlllu. IiIII Iu I,iInI InIILIII I nlliu 1iI I! II IIo ( b 9 I I I1 I I ! I I I I f I I d IOmm.l tm 2 13 1 17 19 20 21 22 4 2 27 08 ^ lI 19 23 2 ?S 8 28 29 3 } t �y, r 8I ! R t^l�C,rt w. ya r .) - ... .... P ._ 4 '%Ww mw Pw ^,�A d ':a'Fth Mk}77nkr!r.,C7?d.:'KiY:-ri4XiWgr•aa1V&.Y _ . ..:, v. ... !C.hr,�94'.x.;,r. r'•' w'w ,.ry:r ,w' .. jq7n,V!Fk7,T _7 711110 1. .. . .. ... .'_,. ..-. Yi . h , i ' Y , , 1 a f y> F. t) r.� glaf .. 1 c M LEGEND �\ 3 N is R.O.W --� PROPERTY LINES - - CENTERLINE 5' CONTOURS I V CONTOURS - EXISTING CURB - - - - - - EXISTING STORM SEWER No-'EXISTING SANITARY SEWER i------wm- EXISTING WATERLINE u------o- EXISTING GAS LINE -- EXIST. OVVRHEAD ELECTRIC LINE A. �' •-- EXISTING CHAINLINK FENCE o v. . �-Ex. I' vAOE KEYSTONE wnu—� ❑ EXISTING INLET Ex. 4' HIGH WOOD FENCE ON )CP OF / I • EXISTING WATER VALVE Ex 1' WIDE x rs■MpLry}[{�WA�LL �� � L ✓ !!J«Jl�.lJ4 11800 Si7l.•�aT S'�a �-T�-- .0 EXISTING FIRE HYDRANT J I H 9B 0 iB-06� N 89'05-57E'772167, ; B9'05 00 E. 42.00 ■ EXISTING WATER METEREXISTING f C i f 1 I POLE EXISTING LIGHTTRPOLLE _ y;� I(\Jxy/J�J I D EXISTING MAILBOX •� 1 I I EXISTING TREE, TO REMAIN r]+j REMOVE Ex. FENCE G\� .11i 1 WITHIN PROPERTY EXISTING TREE TO BE REMOVED 3 ENCLBOgURE` A 1 I I LIMITS cw N EXISTING ASPHALT CONCRETE $ cn c� I E REMOVE Ex. HEDGE < a a w 1 i I EXISTING CONCRETE REMOVE E%. y cA BUILDING I i EXISTING GRAVELIt 1S g O U I1 REMOVE EX, w a Z E - REMOVE DGE Ilk V)AREA 1 V)) as CL o '1 TRE: TO BE ~ REMOVE EX. CONCRETE REMOVED (TYP) w PAD AND SIDEWALK Z Z W -� EX. CONCRETE oo QL ON EX. HOUSE TO TO BE REMOVED (ABOVE GROUND) I BE REMOVED 10 6 REMOVE enIO.AND 1 Z Ex. FENCE 7116 � s70R �O REMOVE G METER I� I 1 ;w,•ty",r!•`:�f• EX. ELECTRIC 1 Z J 1 ` ' "'• SERVICE !0% REMOVE Ex. BUILDING O FE11C[ Ex. OVERHEA I 7158S S.W. LteeLANG ELECTRIL CAyl i G•M• SINGLE STORY REMOVE EX. 1 1 TO BE REMOVED WOW CONSTRVCigN CONCRETE DRIVE AND SIDEWALK I I O EX. GAS SERVICE EX. UNDERGROUND /� —-) i TO BE RELOCATED v as ELECTRICAL STUB 6bILK TO REMAIN I I I EX. SANITARYLL 1 EX. CONCRETE DRIVE AND 1 SERVICE Z EX. SANITARY I 1 WALK TO BE REMOVED I I TO REMAIN O --- SERVICE ORREMAIN I IN 11EA•MQ FA1 (TO 11O 01RD) 1 89 L`--DRIVEWAW---� - ----------- -- -- V --- -- - - -*- . '0 00-W. 42.00 =— `----------'1------'- - E — _ ' - -- - - - J ------,-- � ----------- - - - - - - - - -- - CA - - - - - - - - - - - - - - - - - - - rZ ` - - r-- :--_ --- EX. DRIVEWAY - - -- - - -- - ------ - - --- - BSIEpA � ST - - -F8 - tOATCR - - - - -- - - - - ------------------ EX. - -- --. ._- ---. _-�- _ --- -�- --- - L--- -•- - -_ ___o - Q co -------------- E% ORRAEAD ELECTRICAL W ------ -------------------- - _ TO BE REMOVED_ Ex UNDERGROUND --- w 1 ELECTRICAL STUB a TO REMAIN d J.. : x v � p o N " W f" Zco aC7 I m w o - E � aD $ roN \ P-4 z o - S \ I n Lo ate. V I o 20 0 20 eO En� O SCALES U 1" - 20' HORIZONTAL i 'SIA Rr CRI niiun miu niiiiii1iiiipi." luu uii� nuiuiinilT`i Fui ul m n4 ill ih;iu - .y � ����� � � �0 117 IAB IAB 20 21 22 23 24 2 2 5 2B 7 28 eB p .. i 25X OI NJxI • IC2 ' ULJ�1il14t1�1.Wd�J>1�1t111iL1(U14�«laL1�Ll>.lel(Ll�ult�!�111ti1��1(I�W�JrU�U.I(�L1aJJ1�1�U�tt�klilaLl(ILW�L.... _. - __ _ __._ . t ` jo. U V. �^f t+55 1i-1d b.. 1 1 I l� / D �Y \ 1-- W w � � V) k �- STRIPING CENTERED IN DEPRESSIONS z s.u' o \ TOP OF CURB �' - ` Q v c� \ O -- -- ----- \ —.. r z w w > z z Y a w a d a cO c� \ 2.0' l GRADE LINE ----------------------------------------------- ----•---- --------------------------------------------------------------'------------------------------- -- - - - - - r - BOTTOM OF CURB cr STANDARD CURB W/ DEPRESSIONS � � FOR DRAINAGE AND TO CREATE 's�✓b' / WHEELSTOPS w MODIFIED CURB W/ WHEELSTOP DETAIL z 4 Q -- SCALE.. NTS I i r rn Q- c- j cv N z n p I Q Z Z ._ ^ O W U jO t-- r— Li z w LAJ a§ w y < "� 0 Q Z f( Q r-- V) J Cly- O CONTRACTOR — TJ PROTECT _ EX. DRAINAGE I WAY DURING SITE NOTES CONSTRUCTION! / �'�`� (PAGE SPECIFIC) WITH PROPER EROSION CONTROL O1 CONSTRUCT 6" BARRIER TYPE CURB ' DEVICES. __ �/_ __ AROUND PERIMETER OF PARKING LOT r'r • �1,b n a•tr—�•+ n f_,at+ nl'i 'I•i 11[) �sKi rnn +1111 "� 4� 0'J• I 1— .a "" 'o" �� �a � --- --_�'-- N.BT'J5'00"E IJ SEE TIGARD DWG. N0. 125, SHEET 8 N $9'U5'00"E. 42.00' i 1 ; ,.�,,' 1 ro V CONSTRUCT ADA ACCESSIBLE RAMP Ni 1 SEE DETAIL, SHEET 8 INSTALL CONCRETE SIDEWALK PER PLAN 1 PER DETAIL, SHEET 8 a..� /--PROP. 96 LF OF 6' CONSTRUCT CROSSWALK 8.0' , "! �.+ r y ✓ HIGH MASONRY FENCE SEE ARCHITECTURAL P'_ANS Ca { ( TYP, � u; i t ( J I � ,,r GARBAGE ENCLOSURES TO BE CONSTRUCTED Q 1 PER ARCHITECTURAL PLANS AND DETAILS .1.I go, I MINIMUM INSIDE CLEARANCE AREA, INCLUDING 1 CONSTRUCT I ] I POSTS, 15 10 BE 5' DEEP X 8' WIDE �•. CURB CUTS IN FRONT ! LnU„ 1 ( I TYP. Iuj OF TRASH i 2 1 7.17 6 , INSTALL (2) BIKE RACKS ENCLOSURE I t-.-- -- `' SEE ARCHITECTURAL PLANS �. 1 j CONTRACTOR TO PROTECT EXISTING DRAINAGE co + PROP. TRASH r� I 1 \�`� WAY DURING CONSTRUCTION f ` ENCLOSURE l 14.6' I 5 � 1 .f' tri �1 ( 00 CONSTRUCTED�IALONG EGH AST RYFROPERI LFENCE TO INE 08 I 1 (g� CONSTRUCT MODIFIED P, d y 0 OD IED CU B W/ BUILT-IN 1 I ,�, ��j_�,� 1.',~ y,• .' (11 4 TYP °n `' WHEEL STOPS (6 11 -0 1 n t 0, CONSTRUCT AG,,, ACCESSIBLE. RAMP NO 2 ^-�,� _ _ -� 1 SEE DETAIL, SHEET 8 2 PVC - I(E 0 11 CONSTRUCT ADA ACCESSIBLE RAMP NO 3. c(o�voulT (ABovF GROUND SEE DETAIL, SHEET 8 1 I 10 g� 1 — VEHICLE OVERHANG (TYP ) z . :' I '•�� . `13 1� INSTALL 25' WIDE COMMERCIAL DRIVEWAY a 7.. 1 J APPROACH PER TIGAku STD. DWG, 7175 SW BEVELAND ST I " '' 708r SW BEVELAND ST NO. 143, SHEET 8 v TAX MAP' 2S1 O1 A8 1 y 1 I bX GAAP 2ri101 AB uj TAX LOT' 2000 I 7155 SW BEVEIAND ST I 11 CL STA 11+01.26, 1800' LT TAX MAP: 25101 AB ,� 7115 SW BEVEL.AND S r TAX LOT• 2200 Q I 10.1' TAX LOT. 2100 ' 4017 , 13.83' �. TAX MAP- 25101AB 10 O tY r PROP 2-STORY I- --`(- TAX LOT 2201 - --i 13 INSTALL ADA PARKING SIGN a 1 OFFICE BUILDING 2 -ITcv �' ':� PROP 2-STORY 1 PER ARCHITECTURAL PLANS - --- I �C ;,F'; OFFICE BUILDING I I CONNECT TO EX 6" SANITARY SERVICE 1 i+ �• 24.67' 1 1 15 CONNECT TO EX. UNDERGROUND ELECTRICAL 03 16 INSTALL LANDSCAPE CURB - ' TYP. 15 3 14 14 1 c� t ', 25, / S.89'05.00"W 42 00' N ~� r� -- -�.85,Q0,•W _ 11 1. I,1,g.4..T�..GU� 5.89'0 W. 4 2.00' Lei rn o0 2 00 41ki1`' 1iiI1VENA1� ' 00 -— ----- �``_'-..-----_- - --_- _ _ - ------- -- -- _�_-- -- -- _ - 2 -- - - �r y 12 DRIVEWAY RELOCA•iION UNDER Ln EXISTING PUBLIC IMPROVEMENT M .- _-- SW SEVELAND ST _ -�MI�./ -TME CITLY-OF- rc� - - - _ _ _ _ _ _ _ _ - - - - - -- - - - - - - - - - - - - - - - a -- - - - 1,• - ...._.....-- -................................_......_... 20 A ._.-..._.... - ....... -- - — a ------ ------ --- --- — SCALES 1" = 20' HORIZONTAL 111.11 Tr lil I 1 II q .. 1 1' 1. i I , + I { ,III Il�lil l.:l.(IIJfI III ..tllltl(1111I1111 IIIItI 1111 I��1 IIIIIII IIIA ! I I I i III Illilll,ll tltl(IIIII I+III11!Itlllli IIII111(IIII(+I I'(Illllllll�lif+l+ IIII111'11 171 I LEOIBILRY STRIP o I s 5 -7 a 10 1 1 12 13 a 1 t!1 1�1 18 It3 20 21 22 2;i 24 2.; 26 29 29 30 t' 2'II I I 01 f HONI tgtOt 1 < r . - k 'r -s ( l._ r W W U1 i Z u 111 0 1 --- --- ---- z W w nW ! { GENERAL NOTES.- a 1. ALL UTILITY TRENCHING IS TO BE � a w a BACKFILLED PER TIGARD STD DWG. T Q NO. 180, SHEET 9 7 � I 1 � I W I � _ C, (IV INSTALL GUTTER St CURB INLET I t a II n N Q CATCH BASIN PER CWS DWG. 1 z= CD INSTALL 42" DEEP LYNCH CATCH I ,,,-INSTALL 225, SHEET 9 H U J L.i I BASIN PER DETAIL, SHEET 9 I , ` STA 1 +37.90 Fr LA STA 2+26.37 88.47 LF OF 12 DI RIM ELEV 234.00 I CLASS 50 RIM ELEV = 234,59 ( ) p IE IN (12' NW - 232.33 I U z E OUT (12" SE) = 232.50 I S = 0.0019 1 IE OUT (12" E 23213 �-J o w BASE ELEV - 230 50 -� (SEE PROFILE I ¢ w O Z SHEET 6) I INSTALL 3" PVC STORM PIPE-•-- I to O � o FOR ROOF DRAINAGE 1 i 28 LF OF 12" UI I I 3" PVC STORM PIPE (ASTM D 3034 SDR 35) 1 (CLASS 50) / I 1 1,.,�INSTALL FOR ROOF DRAINAGES = 0 01 FT/FT MIN S 00019 ;��.i / I ----- r :a. • 101 2 LF OF 24" D! ,: 1 (ASTM D 3034 SUR 35) CLASS 50) 1 S = 0.01 FT/FT MIN. ,• =t�r;- 5 00016 �► ,iSEE PROFILE I " -- • •' 1 �HEET 6) / INSTALL 6" STORM CLEANOUT INSTALL 6" STORM CLEANOUT---- - - 1 •> 6'4 INSTALL SHALLOW MH-- - JON1 INSTALL 6" PVC STORM PIPE PER CWS DWG. NO 040 SHEET 9 I I I -FOR ROOF DRAINAGE 1 STA 1+26 52 :'�,� ASTM D 3034 SDR 35) RIM ELEV = 234.90 INSTAL L 60" DIA. FLOW I = 0.01 FT/F7 MIN. INSTALL 6" PVC STORM PIPE IE IN (12" W 232.11 , ' I ''•; :{ CONTROL MANHOLE, PER DETA I Q FOR ROOF DRAINAGE I IF OUT (24" S) = 231.91 SHEET 9 (ASTM D 3034 SDR 35) 1 •. ,: I STA 0+25 44 S 0 01 FT/FT MIN ;r'. RIM ELEV = 236.00 ,,,t. ►� ::;. IE IN 24 N) = 231.72 INSTALL 3" PVC STORM PIPE- IE 01. (12" SW) = 231.52 1 ,. FOR ROOF DRAINAGE .� ORIFICE SIZE_ s 3.75" (ASTM D 3034 SDR 35) 0 0 BASE ELEV = 231.02 I I I S = O 01 FT/FT MIN l 10.59 LF OF 12" PVC 1 NSTALL PRECAST 48" MH STM D3034 SDR 35) TORMFILTER PER DETAIL, SHEET 9 = 0.0019 LL STA 0+17 54 s 1 a,f•••.. 1 SITE NOTES EX, 6" PVC SANITARY LATERAL 1 RIM ELEV = 235.8.3 EX. WATER—� 1 (PAGE SPECIFIC) 1 IE IN (12" NE 231 50 j "•y LSERVICE TO IE OJT (12" S3 229.29 ' `i ; REMAIN ( Clj VERIFY EX 12" STUB ELEVA.TI3N PRIOR TO r I i r 238 I COMMENCING WORK OR ORDERING MATERIALS © (� 1 4 23 ----~ - 239 1 yAllk p - �� ---- - -- - - - - O Lu 4; co 16 — — ——--- — .t— - ---- — — — ------1.. _ _ 3W BEVY AND 3 EX. 6" PVC SANITARY LATERAL ., ... ..r lel►, ._ � �� - ` - -- - y- -- - - -_ - -- - -- - - - - - - - - - EX. WATER. w� " -STD. STORM MANHOLE -i EX 12 STORM LATERAL SLA 0+00 EX. UNDERGROUND ELECTRIC AND 0 EX UNDERGROUND ELECTRIC AND--// SERVICE TO RIM ELEV = 235.23 TELEPHONE SERVICE LINES TELEPHONE SERVICE LINES REMAIN IE IN 12" N = 229.20 IE IN �12" E� = 229.20 IE OUT (-2" W) = 229.00 Tn QJ �J �y d G 0 > cn Icc q +_ a Z on F� � D CD 0 U v — w co Z O N .4.d M U) CI_ Q. 20 0 20 J' ✓� +�1t SCALES 20' HORIZONTAL . _ i Im:..cas'a[raoau.:,►x» anYru0.AlYae.�wwx.aw�aMw►;�re, W.0 II �I,IlI IIIA Iilll I;II(I�IIII�IIII�II„IIIIIEIIIIIII!iI1111 III!Ilill II!11111111!I!I!I�1�1111ILIII�1!UIII!i`!I! !11!!1.1111 !Il,iil' I III 11 I�il 1 III �iil 77711 II 1111 i I 1111 141 sc LEGIBILITY STRIP I I I 1 OmO. cT I 2 3 5 6 7 b 10 I 1 12 13 4 I 18 17 18 Ig 20 21 2 23 24 25 28 -7 28 29 30 •Y `< Z I I I 01 ' NONI • IOb' „�,:�ai�tl�.i��I,�l�1.il,;.�I�I�•lt,�.,l�!�,1�.��1.�;.!.��,i.�,1.a.1, �.�,i�l,s��l��t�.l��:l.�.I��. .+.1.�► 1 ' ' A���a- 1�J,�1, I��I. � ' � .�lu�la� •I��lcl�! � ' ' . .1 I 08 } .:.. s w,it:L.u_...n .u...W.1. ,,,.e.,._...n._a •. _.._..'� .M, .hra.,'a.. ..r.,.,., ._. -.:.._. .... ..,._.... ..._... _. .. _ _ _... _.-_. ... ,. ._.. .. .... ......__..__........-_.-... _.,_ __ ..._._.._.—.�..__•-___.....___....—.__._-___.._..._..-. .—. ____-._ .____s.-,...-_.—..____—_ r...._.... _,..-_.__.._...__..___. - - _ ...�_.. _ __ ?7d f r t L � O w w � LEGEND EX. TREE TO REMAIN (PROVIDE PROTECTIVE FENCING ® DRIPLINE) z 0 PROPOSED 5' CONTOUR L u J iIYM REGRADED 1' CONTOUR o o w w > z z x o EX. (REGRADED) CONTOUR s T d n o U ud S'TORMVVATER FLOW DIRFC Ti;jN Am. LJ �' - N 89'05'00-`E a2 GD' 4 89'G , 00"E. 4.. OU' W a I 214 234 DO 23450 235 00 239 54 ^ 2J4 5U 23504 1 V . , OIW LL q I I U I -- rij � �236 491cr 235 99 .' _ 1 ca ri LiO cI Q z 2J5.02 z n` .7 Li.J 234.52 I . / \ { � 4 2'- f----- VARIES-- ---- - -+ .--'--_- - - VARIES --,-- 23825 ARIES -' 1 \ \ _ I \ = ?38 25 I � � � 1 ' 235.60 235.50 \ 235.09 237 7 1 :J z T � 1 235.10 \ 235 tG 4 2.4 59 1 __ W 236.94 236.14 0�4�"'- w 1 235.9 237 64 A VARYS I VARIES Q Q Q cn 17 c1 c� 235.28 I I \ Lce- j t 236 9d + - 234.74 �' 235 60 apl 23fi 92 --- 238 1 ' .--..�..' .__- ---' _ r�--- ` 236 48 237 75 ( 0 I �23S.t0 i I 236.42 e___ �� —`'r ' -- 6" CONCRETE CURB Y ' 6" CONCRE TE CUR© PER STD DWG 125 '► + i.' �'•,• f .. ,• .. 235,60 a �1 I 23560 ',-'�t,=t�T� 236 51 ° 1 PER STD DWG 725, SHEET 8 SHOE. 8 �- 3 ASPHALT CONCRETE (W/ SIDEWALK) 1 2Jb.t01-�a: i ";jsi' 236 0► ? 23697 I w - - 23660 1 g (W/0 SIDEWALK) CLASS "C" T. 71 AGGREGATE BASE, COMPACTED LA 0 95% M.D TYP o' :6 236.04 237 �9 1 0 �- 6 _1 35 60 I AGGREGATE BASE, COMPAC TE tJ `'I .35 10 ? 236.66 y•• 237 19 237 75 y + , 1 236 69� TO 95% R M.D TYP I Q 7175 SW' BEVELAND ST I ' t I 708 SW AN ST � I OL . I 5 � BEVELAND TAX MAP: 251 O1 AB 1 7155 SW BEVELAND ST ra ` 1 t+; 1 TAX MAP, 2S101AB TAX LOT 2000 Iclu� 1 7115 SW BEVELAND i I I TAX LOT 2200 Q ui I TAX MAP: 2S101A8 '•.''►:'� TAX MAP 25101 A:, TAX LOT: 2100 i ', I '� I '•:' w TAX LOT 2201 ' 1 PROP 2-STORY 1 k PROP 2-STORY , TYPICAL CROSS SECTION - PARKING -L_OT Z Q 1 OFFICE BUILDING � ,/:. p� - ,--- - 1i OFFICE BUIL,)INf, i (NOT TO SLALF) oveo 235.02cc I .� 60 • 2351 1 _' LJL 236.25 1 23575 I - 234 2371 - 739 i Z + 235 60 235 6 7 •� _ ----__ 1 * 236 63 I J �_S�0"W _ 11 -- -- 5.Fi-'05'(�"W. 42 00' �_5.89'05'00 W. 4_2.00' �� 2371a 237.4 235 00 235 26 ---� — Lu w Q i A 7 c I- -- - - - 8W.BEV�LAND 3T --- - -- - - - --- -) c IZ a z Iii m cu �+ < z co W L QLD I �t — uj cn `i 0 A/ �� (Y CL 20 0 20 4(i SCALES V 1" - 20' HORIZONTAL cf If 1 -,trs*�*+o.... . .. ...... ."gNt.f+n.•7 .,`..aq .-!.-..WMr.w..w.,...,1" ...........,.M..._. .._..,, •-•--- —.n.._..... 0 -00 11- "��- ��•�`^� ' " -, `' ''�` Illfllllll�llt fll!�IIII li!! 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I� II II HSI II t Il�illl�l:l i III 1 1111111111,, 11 III .tI II I ILII III .,�iiil ► ! 1� I, I il �lll 11-111-114�I I IIl�illl�!!�II111'I'�!!I'll!I1111!!h�Itl!!�� pmm..��m 3 4 5 - IC 1 1 12 13 16 1"11 Ila 19 20 21 22_ 23 24 2'5 26 27 2e ;t 30 1 I �OI �1 q � I I 1 T '� �I � ( I + Ni NI • )OOH s Il�.�u•�c,�.�4�� �i.�l�.t�i.�ill.� i��� �.lt ,L�,trl,1�.�,�.4�•1����i1^1,�� r ,I.�.��1�� ,Ll,,�,�1,1.t�•l�l,{d�J. ,.��1.�,�..,�.��J,�� 1..i.�J,�1 .• ,..._. - I ,t I II I I !th 'r♦,J'�J'' 4"I M1A t r _ i • 'IlO�i M,�f>11�OfSL�rkti...r, •. ..`':m_s5.: - _ _ �d t Nr4 1 C i i I i n O CLI 1- W L.1 Z U1 1 Z O a � o uLo �� u z z x o Va 3 w a w Q Q w � z n- � �F n 1 `J ✓ ibl V,� No LD cr CL ( - �•� CV II 'li O CD C O w /V -J U LA W � 0 CD C z w U.-I , w Q 0 Q INSTALL 42" DEEP LYNCH CATCH BASIN PER DETAIL, SHEET 9 Ln INSTALL FILTER MANHOLE STA 2+26.37 PER DETAIL, SHEET 9 10.59 LF OF 12" PVC 11.28 LF OF 12" DI- RIM ELEV = 234.00 STA 0+17.54 -- - (ASTM D 3034, SDR 35) (CLASS 50) 1E OUT (12" SE) = 232.50 RIM ELEV = 235.83 S = 0.0019 S = 0.00199 BASE ELEV = 230.50 IE IN (12" NE = 231.50 240 - -- ----- ---- - 240 IE OUT (12 S3„ = 229.29 -EX GRADE ® CL OF PIPE PROP. GRADE ® CI. OF PIPE EX 12" STORM LATERAL- co 236 4 - t _ 236 101.2 LF OF 24" DI DETENTION PIPE �� 8847 LF OF 12' DI 232 _ - ---- (CLASS 50)-- ^ ------ -- -- _._-____ CLASS 50) 32 EXISTING STD. STORMWATER MH r ^S 0.0019 = 0.0019 Z STA 0+00 INSTALL SHALLOW MANHOLE INSTALL GUTTER & CURB INLET FIM ELEV = 235.23 PER CWS DWG. N0. 040, SHEET Or CATCH BASING PER CW5 DWG IE IN (12' N) = 229.20 ----�- ., N0. 225, SHEET 9 228 IE IN (12" E) = :29.20 228 STA 1+26,62 _ Zicc IT n" "'' -- 229.00 RIM ELEV = 234.90 STA 1+37,90 ca IE IN (12" W 232.11 R!M ELEV = 234.59 INSTALL 60" DIA. FLOW CONTROL :E OUT 1124" S� = 231.91 IE IN (12" NW) = 232.33 MANHOLE Pr-R DETAIL, SHEET 9. - IE OUT (12" E) = 232.13 � Lu STA 0+25.44 DD _ATUAI ELEV i _ _ _ _A_ TUM ELEV RIM ELEV = 236.00 224.00 �- - 224.00 co IE IN (24" N) = 231.72 ^ a IE OUT (12' SW = 231.52 o NV ORIFICE SIE = 3.75" `n t) ^ "' O N BASE ELEV = 228.02 N N N N cc L.- II _ Q 0+00 0+50 1 r00 1+50 -- 2+00�- Q c W uu PRIVATE STORM SEWER PROFILE 1--Z Lim c1c a. 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I 1 � � .��I I � ,� 1�.1,�r�L�.L' �i,�1�1.�,1�11�1�,►,lu�,�.�1 r }�41. h' . r a LY' .. �� ..--._.u.,. r, - ___. -. _ ..... --... - - �__ - -..... - - - w-w...s..� _ _- _ _-.r„y� _ _ _ ���,._-..-.. --_--..:.�._ - .--. _y..r.-. �-..�-.--..._....__.__..._...s.......--.-.-....-..--._,.........._......_�_.-.--...._:..y._-....-__...-_._.-_s..-- - -.:- .�,�.__...1�..-....--_�-`___...... ._..._._� ..__.._. ...._.._.__- ._..... _.__ ....... _.._.-.-..�_-�.____ .. _.._ ...-.._„_ _- - _......__ �_�-__.__. _-.. .____ _......-_. ._. -..-. .._-._ ....... _...___. ._.__._.,.-,_...__..__.__ _..--__ �.-__._•___...._�.�-...__-..�_-......ae.._--..__.........�___._.�.c._�.-..��...._�.-r "BII i ',1 I •, r.l KIK 4ti i. f 10 • BUILT-IN WHEELSTOP-, N7 7 LJ LJ �J U" LIP LANDSCAPE CURB-� ! *26, i ♦• 1 . . I. ' 1. . 236.51 j I v 236 01 •, ' S W llJ X 1 K x 36.48 r• . :: 1 2 5.44 b �• 21 Al 34 94 Z z cYlc � x '` • . . , �- . ., -- r 2.34.75 ;� � a = a 234.75 c n o c `s c r "` '�: ' ' - .02% M,4X x >t r v J.24 23J.10 0 `. ^I r . r 4• ', X a N l r x • J 236.97 `. 9 '. '• „• ° x n � '• . ' '. X3669 . •• � - , Y W • .' 02$ MA.X I o - 237.19 " x LD 36 1$ 6 69 ~ Q 236.18 236.47 x I`f x 4 ' r 048% �kK m 0- Lf) 1 tI I r I - Kk ?( X �< x x� ?? n J• Xh N 3 CEJ ,<E z Z \ O w 4 t 5.L4 w LLJ �44 237.19 (/,;� 8•S° • . . '. J .1 CURB RAW- NO, 1_DETAIL CURB RAMP N0._ 2 DETAIL CURB RAMP N0. 3 DETAIL --j � SCALE. 1 - 2' - SCALE 1" = 2' SCALE' 1 = 2 Lu EXISTING DRIVEWAY - MATCH WIDTH & GRADE 3/4x1 R 6 -- ,� EDGE r LL L R W LINE VARIES SEE NOTE 5 SEE NOTE 4 6.1 5" �--- DRAINAGE BLOCKOUT _ 3" I.D. PLASTIC `� /` SEE PIPE W/COUPLING S MIN NOTE 4 S Q .,IpF.WAI_K J .� B SEE NOTE 3 -� B cc Oop � 0 16 O `, o G U -� Q. UJI L • 6 30' MAX 10' MIN 6' - --- ------ --------- ------- ------- low o Cl O � •. , o r, n PLAN _ - LJ I i - y" ,. CURB JOINT 7_. - USE EXISTING EXPANSION JOINT •� --- 5' MIN ---- SEE NOTE 5 ROW �OIPdSAWCUT AND PLACE COLD 1" EXPOSURE \ 2% � _ - ROAD L !11_111-ll-�1=11I W; -ul-Tu NO TES: ELS-VATION B_g i_�, >r_Ti� - __. 2" OF 3/4"-0" BASEROCK 1 TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY COMPACTED SUBGRADE - J . OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING w z �1 TO A MAXIMUM OF 20 FT. STREET 2 TRAVERSE EXPANSION MATERIAL TO BE PRE--MOLDED NON-EXTRUDED MATERIAL �:' '; '...' 6" � SIDEWALK ADJACENT TO CURB y WITH A MINUMUM THICKNESS OF 112", I ?_" OF AGGREGATE (3/4"-0") COMPACTED o 3. .RAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEE? APART SECTION A- A WITH A DEPTH OF AT LEAST ONE FOURTH OF' THE CROSS SECTIONAL AREA. - - -- - A CURB NOTES: C�l � Lei rn ao 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS, NOTES: 1. CONCRETE SHALL BE 3000 P.S.I. AF TER 28 DAYS, 6 SACK M'X, SLUMP FLANGE Q Z o-t 1. THIS DETAIL MAY BE USED WHEN PRIOR APPROVAL HAS BEEN OBTAINED OF 1-1/2" TO 3". w o O 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET FROM CITY ENGINEER. AND MAX OF 3 FEET FROM PROPERTY LINES. d 1� w 00 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 2. PANELS TO BE WIDTH OF SIDEWALK, MAX 7'-0", AS INDICATED ON ARCHITECTURAL_ PLANS s O cv t� 3. CURB JOINT SHALL BE TROWELED WITH A. MIN 112" RADIUS ALONG BACK OF CURB, 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, �.� r 1 UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. •.� n� Z d 4, EXPANSION & CON-FRACTION JOINTS SHALL BE 1'2" PREMOLDED ASPHALT IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBGRADE -0 FINISH GRADE. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN, 1/2" RADIUS. � O Cl 5, 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL. DRIVEWA)"; ONLY. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF- MOUNTABLE ���-••••��� CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. -` -` -- ATmiiD� --�--- - - - OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. VO SCALE ---^-_ I NO SCALE / \ AGUSTIN P. DUENAS -- AGUSTIN i . WENAS cNa.�cCOW DEPARTMENT - _ ENCINEEW+HC DEPARTMENT MODIFIED 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER �,,,1 131n tv Mau R+a ON/V_ _ STANDARD CURB R 8 oWC. NO aT r rNowtt* DWG. NO. ! P!PE+�"t0 r+ALI eiw I PLASTIC P.PE AT 2% SLOPE. CONTRACTION JOINT TO BE LACED OVER PIPE. ��,n2E3 12 5 -w :N T9oe-__-___ DRIVEWAY 1 43 V00- (1W)S W411'1 ---WMCN I W! r �_`` NwOtAl2b'('OTMK•1)�►.1R�I71 rAx (lATf h1 »a __ tA�' (9w1 ase.-»v r _ e t CITE d�l[OWCARo AMAO�At OAR CITY OF TIGARD am AMMOVAL DA$ 1 ,)e� ] t ..-.. .. %+•w.wl.I+.wsx.�;1.u.:.. 1Ce'6+r1YYot. `dr.Jaai ... d , rumiw_sc .u�u ... ulr ILII IIII'IIII 1111 III ILII Ilfl ILII ILII I II II1 rill;LII ILII ILII I. IIIIIIII Illt ,111illllllli 111Ifilr ILII ILII I !III ILII ILII !ill 1111 1 11 t11I 1111 ILII I I ILII II,I ll 11111 II I IIiI fill i 11 Illi incl LEOIBILfTY8TRIP , � 3 4 � � �MI � � I�o I�I 1�2 I�3 IYYYIMY®� I� I�� I� I � I � I � I � I � I 1I�� i yr, IOm�.i ern 8 A I® 20 21 22 23 2d 25 28 27 2L� 29 30 I ' t l r aIAj1 + T.1 1 i QI 1d I H•JNI t IOL f �rr x �( `' i I �! LI •1�.��!„i��1�1, 1 qawl ! + I �W.��r.ull.�l�l�r;,�l1lJ�( �a.�l�l.�d�t�: 1 1Jl,�I.�. I,�j� ,l oz r mss ' _. I ' t r y h. 1•,1.11 I. Ili yA F r f Ir tr .i of r j� 5 --- - - - ---- ----- -- - ---- --- ---_ __ _--- - .-- --- F � 0 Iva- T U) / SSt CE STANDARD DRAWING NO 255 i T­ SAWCUT NOTES: o I. PRECAST MANHAL.E SECTIONS SHALL CONFORM TO 1HE REQUIREMENTS OF ASTM C-418, AND APPLICABLE • a • I ��- SURFACING d _ MATCH EXISTING MATERIAL PROVISIONS Q STANDARD MANHOLE, DRAWING N0. 010. r - { • _ __ ___ 2 NO STEPS REQUIRED. _ I TOPSOIL OR ) T -- --J 3 PROVIDE SPECIAL DETAIL FOR CONF SECTION LESS THAN iv DIRECTED 3E FLOW BASE MATERIAL n c, & � � M FRAME AND COVER-, � � U n U U I x ' CONE _� A C_; Gl p C I L&J It a, U 4. Z z- �'e 0 i Z . .1 I . 4 ` a LN x 2 CIL dp ur U � - • I G a kJif 1 < a < I �_; J Nl PLAN VIEW RECESSED CURB INLETS TO 9E REINFORCEI CONCRETEACCORDANCE NTH IN / cl r;7 w � I( CURB DRAWING NO. 226 >f W TOP OF PAVEMENT win 1"d U • . ' . /,� �,� abc • , a•I FINISHED GRADE A W < FOR CASTING ec FRAME r A' �' --- (URAWANG NO. 110SA./ST) - -- - WEEP d 77 HOLES as e L-' f," MIN 6" MIN -�- �.• Ell, _ •' Q - ( 13" MIN BEDDING BELOW - +------� -- ------ p • I MAX c MAY LY OUTSIDE OF PIPE BELL LD i" i• I �i I 2' MIN. FROM TOP OF MANHOLE x • 1 l� �j PIPE TO MANHOLF CONE. ­_ .*• �. 4 • N ' m o SECTION SECTION i 6" FOR POURED N t� I 1 z 'f 1 k' \Q } ,- w ;•. b" W N •ACEul? �• Z Z C� yj F- REINFORCEMENT r.i J -- -•�--- 48" MINIMUM IP - °' • ! FOR PRECAST • tY \ to 7:� .. .MA. l� Ly LL.I TRENCH FOUNDATION "� �d L+► 1A" 27" 7 W L� STABILIZATION, AS REQUIRFD --- •• ►: . . • Q Q � J• . • �• • ..: .•...,:�r;:� SECTION SECTION B--e Q PIPE PER PLAN � �, o •" ►: ►' ."' PIPE PER PLAN A -A « :�.,�: ,N!� .�•, .►..:, 0 0- t3" MINIMUM CrDNCRETE I•i. NOTES' _-- I 4. 4• I••�.A. A < •:4•4'4 1. CATCH BASIN Sh 4LLL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C- 78. 0 0 2. INSIALL STEPS WILN DISTANCE FROM TOP OF GRATE TO ROWUNL OF °IPE IS • oo,� ` REATERP OF GTHAN 4t.". SEE STANDARD DRAWING NO. 100. SET FIRST STEP 12" FROM NOTE: 12' OF ��-0" 3. INSTILL STRUCTURE ON MINIMUM OF 8" OF �'-'P" COMPACTED BASF MATERIAI. COMPACTED BASE 4. REINFORCEMENT FOR PRECAST CATCH BASIN SHALL BE REBAR MEETING ASTM 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANCARD DRAWING. ROCK A-615 GRADE 60 OR WELDED WARE MEETING ASTM �-497, 5. ALL POURED INP-A, CONCREATE SHALL HAVE A 2F DAY STRENGTH OF 30OG P.S.I 2 JOINTS TO BE TACK AND SANDED. I AND A SLUMP OF 2" TO 4". R. CHANNEL REQUIRED IN FLOW THRUOGH APhUCATIONS, AS APPROVED. ALL OTIHER 3, SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. APPLICATIONS RFOURE AN 18" SUMP BFLU:: :.OWFST PIPE INVERT. GUTTER & CURB - -- --- - -- _ SHALLOW MANHOLE INLET CATCH BASIN ---T-- Arreov[o eY NO SCALE C leanWaber Services C'�eanWater Services AGV$TIN P. DUENAS - -- (C�� 2> Our rommitmrnt i[ clear. [NONEEISMIG EkvAAtA[Nt �I ,- _ Our commitment i[clear. D R A V•/I N G N O. 7 2 5 \ / REVISE[ O?_-03 V ♦A CITY�R TRENCH OWG NO DRAWING NO. 040 _ uTx>NIX<. HAIL NW -- -. -- -- ------- xt 9AL0O'°" MARCH ,9�a BACKFILL C K F l l-L $�� 23 V1105. , .�.-.Tn --- ...--' i A[. �eB•-�rw CI T1' OF CARO i --- MieOMI OAR PRECAST MANHOLE F•P[ '"'[MATO": 90, 1 . GENERAL NOTES STORMFILTER" DATA �� `Y I) STORMFILTER BY STORMWAIER MANAGEMENT, PORTLAND, OREGON (903-2.0-3393) �(S+GN aWttl 01ylUtt r f 0 ' I IT 11 _J _j 2) ALL STOAOKII.fER3 NEOUIRE REGULON MAINTENANCE TENANCE REFER /0 OPERATION AND ,fie A5Ta110 Or MAM ROW 'OU [/ MAINTENANCE GUIDELINES FOR oETAILS j' CM71a0CE5 REOU.tED J Nil Pn5 I 11r 2 PRCCAS 11 6CRETC STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH /4It I�5 ASTM Ca7B! C•AJ. +_ P INLET ANO OUr,,ET PIPING TO RE SPECIFIED MN ENGINEER AND PROVIDED BY CONTRACTOR I I / �+---�'•� ID270. Uj ) 1. 12• �1Z5M110N 215.53 24" DI DETENTION PIPE '„I - 51 ANTI- OATArtON BALLAST TO Of SPECIFIED BY ENCINFLP REQUREO BALLAST NATO! •,S T'tI[ � (AUK^-��NOT&LAV WIDM T II[IGRT O IE IN = 231.72 ^ TO BE PRONDED BY CONTRACTOR ,2• - LL Lyw 1 GJ 0) PRECAST STORMFII.TER F.OUIPPCO WITH 10-INCN PVC OV%ET STUB, AND AN INLET OPENING, NOg5/[MCIM WAUAQ[NTS r a f SPECIFICATIONC Ar THE SPECIFIED LOCATION. 7)DETAIL REFLECTS DES014 INTENT ONLY, ACTUAL DR•ENSIONS AND CONFIGURATION Of /'^� STRUCTURE WILL BE SHOWN 011 THE PRODUC":ON Sr OP DRAWING Q 1. ALL WELDED STEEL CONSTRUCTION 12" PVC - �• � � �• 2. 10 GAUGE STEEL MINIMUM THICKNESS n.aroaan•m rA�Ao5r5N5 Q n IE OUT - 231.52 -v- 31an.71Ner 1 2" THICK HEAVY DUTY CAST IRON u� tart 6i' ►� POSITION STEPS AND FRAME �• STD LADDER + No.S,a 611 U ►ma.T ADJACENT TO SIDE CARTRIDGE GRATE. w et�IS u.e arw SECTION A-A STANDARD CAST IRON GRAIL PerOMG / 4 COATED INSIDE AND OUT WITH ASPHALTIC PAIN'. A, c ASPHA. T PAVING MANHOLE FRAME r---------__=---_-_- 5. OPENING ON BOTIC+u OF WATERSEAL / AND COVER i TO BE GREATER OR EQUAL TO AREA. t ; IN OUTLET PIPE r--30" FRAw I Il `t RIM ELEV - 236.00--� i i i • I I 6. STANDARD DEPTHS : 30', 36", 42", 48" / AND COVE GNO � Ell- OD -- CONE OR7 MANUFACTURER DOES NOT RECOMMEND FIAT TOP x II LOADING CATCH BASINS WITHOUT PROPERI SUPPORT UNDER GRATE FRAME I I _ LLJ a i i ° f PRECAST MANHOLE STORMFILTER' - PLAN VIEW l 1 A •--tl I I xxc of?5 1 Cr r -- 6U' - • A -� - ------ II STEP (TVP) 2 a 1 /-SCUM BAFFLE • FLAN VIEW ' lam--GATE W/ GRATE FRAME 3000 P S I PULL CHAIN STAN CATCH BASIN INLET PIPE WATERSEAL CONCRETE-�-' _ H SIZBEYAND NLOCATION -- - -- 4'-7' MINIMUM P OUTLET COLLAR FOR NO-HUB AS SPECIFIED- --- WITH MH R1NGLCO`/ER 0-4 { 12" PVC O 0 5% -W - �- CONNECTOR '� ACCESS OPENING ■ 1(� r OUTLET RISER 2" (SEE DETAIL) 14' II / 24" DI O 0.19% 1 1'-9' IE OUT T■ )31,52-� - i 7s _ 10" ® OUTLET PIPE STUB TO FLOOR I •z o 6` I�• IE IN 231 72 1 N (B� 5TORMWATER MGT. INC.; 2•_g• W) i BASE ELL Ii 228.02 I ;� �.t( UNDISTURBED SCXL --_al._. OTTOM ORIFICE ____ W - - l�M Q Z GIO SECTION 8 A A" TOPPING SLAB / 2 /�" Tn13 StNv RT IY I RY PPECASTFR \___rNDERDRAINTO INVE T Q � PIPE 1_ � N � o FV ✓1 'v THE L yrs c h CO., INC. MANIFOLD o K, p 4706 S.E 18TH AVE PORTLAND, OREGON 97202 PRECA F_MANHQLL STORMFILTCR' !A-A� .r..q � Z o 80FLOW CONTROL MMHOLE PHONE (503) 236-3825 scrr NTS �j'� OUTUT RI§ER -ENLARGED VIEW [ Nil,r S ` -- 24"BOR 24•. I STANDARD CATCH BASIN � r� 5�TQN - DRAWN BY: 13PT 1 14 97 n �_AWMQ►v N•IA Wq -_ �� ST(MFMWM r AW WNW MW � x r 7 1 III` • 4''.,. R •Y�n •.. K 1. -.r•.vTWNAA .. ...-_ ...-_.__..._... _..-__• . _.-_....- -.... .wr- ._,-..-................-._.•nw+-wr.w_.�,,,."�.w+w rr,_„��•n ••",�"w•,rf.,.rw, n .. a __.�-._...,.__.... .�_...._..«- ..._...._ ._- ____-.-_ __ -.__. ._ _._.- ..._ .._..........,._..._..--.__.,.... -.._.�_-.-..�_.- - ........._. ... --.-_,-..---..___.. ......._. ._.____.__ __._-._..�,......... -. ..►•+•...•,..". •--•.....rwwlllewn.,,.+.".•.*.' °'a�FI��I.. N" u as.. s , �1,,". -• _ .. ;ursOrru.a,:. w.4y�w� w.: ,:. .'*,io�iTiailgeWrAvlINI�NIIMi'IM4+Itlh[4� ".MA..,. . tilWma�rSlF- :ywFw,Tjdi�( III) I I I I I I`I I I i I I I I I I I I .wAp�tN; �-•'a;�., : Int%iawti la:5f 't:a' 4F,.1:,f:,::'ttk:_u l�G'F ,^y I .I CM I I I I ' I IlUiilil Ilillllll Illliilll IIIIII IIiIIIIIINIfIlllll (IIIIfNI UIIItII IIIIII1111 Lill ILII ILII T11-1 Till 11 II 111(11;1 ILII I II IIIIIII III ILII ILII iill II11 ILII Illi 1111 Ilil IuI II:,I ;Iilillo;ll;,,I;;;;i'I II In: II,I ;° LEOh31LRY STRIP I I I I I ` " 10MFn<Ito ( ? 8 1? ILO I I 12 ' 1�3 II4 I } I ' 1�6 I 17 I Illl 10 $ 2i1 212 23 214 25 218 2�7 218 29 310 y QI MQNI I tog I , y,. I } I.F ]'� 1 `I! SI 1 7 RY 4 .., ., I i•,.rk�L 9L. 64w:{ .t,ld',:...... •C:.-;,.: .; ,t. ) y'•-t L;18 !,' .>'�.F .,I•,i w,L.i6:F..s•. `u Aa s.. ;). '.ly ,x :+dl a.' • .°S .!•1>v.". .. -. �,.. - �a.: Llte� T' n... "I$•4.'m: r�- J. ., •,,, ,. :,. al JN rGV%;: ,•.,..'I UI "•,. � «: .`5 c.r:.�f d*;. . t ,. I, i TREE PROTECTION STANDARDS LEGEND Lj S — ROW 1. PRIOR TO THE CONTINUATION OR MOVE IN OF AVY OTHER CONSTRUCTION PROPERTY LINES 1 RELATED ACTIVITIES, PROTECTIVE FENCING SHO' _ BE PLACED UP TO THE AREA - -- - - ----- CENTERLINE I r DIRECTLY UNDER THE DRIP LINE OF THESE TREES, OR THAT AREA IDENTIFIED PROPOSED CURB N THE ARBORIST REPORT. 2. AT NO POINT SHALL PROTECTIVE FENCING BE REMOVED OR BREACHED WITHOUT EXISTING CURB a WR'TTEN CONSENT OF THE PLANNING DIRECTOR, PROJECT ARBORIST, OR CITY PROPOSED STORM SEWER N FORESTER EXISTING STORM SEWER E W x- w w 3. NO TEMPORARY OR PERMANENT DRAINAGE MAY BL DIRECTED INTO ANY AREA c-, EXISTING SANITARY SEWED THAT WILL AFFLICTIVELY REACH THE ROOT ZONES OF THE TREES TO BE PROTECTED IF NECESSARY, INSTALL DRY WELLS, DRAINAGE, OR DRIP EXISTING WATER LINE: o n w IRRIGATION TO INSURE WATER CHANGES WILL NOT ADVERSELY AFFECT THESE EXISTING GAS LINE z 3 u 0 TFiFES uj 0- EXIST OVERHEAD ELECTRIC LINE 4 NEITHER THE CONTRACTOR NOR ANY RELATED PARTY THEREOF SHALL STORE _ _ MATERIALS WITH4N THE PROTECTIVE FENCING, NOR SHALL ANY MATERIALS BE _ PROVIDE PROTECTIVE FENCING - -- uE PROP UNDERGROUND ELECTRIC - STORED WITHIN AN AREA THAT COULD CONTAMINATE OR CAUSE HARM TO GENERAL NOTES: 11 FEET FROM BASF OF TRUNK #33, LINE PROTECTED TREES. THESE MATERIALS INCLUDE BUT ARE NOT LIMITED TO - 9 FEET FROM BASE OF TRUNK #35, CONCRETE OR ITS WASH OUT, DRUMS. CHEMICALS, FUEL CONTAINERS, AND 1 FOR ADDITIONAL INFORMATION AND PROVIDE PROTECTIVE FENCING- 20 FEET FROM BASE OF TRUNK k32. EXISTING CHAINLINK FENCE r OR LEAKING EQUIPMENT SPECIAL CONOITIONS REFER TO THE 16 FEET FROM BASE OF TRUNK. EXISTING INLET REVISED ARBORIST REPORT COMPLETED _ ;� . 5. IF ENTRY INSID'IE THE PROTECTIVE FENCING IS NECESSARY, THE PLANNING BY TREE CARE &. LANDSCAPE UNLIMITED, 35 35 , ) 38 4' PROPOSED INLET S ' DIRECTOR AND CITY FORESTER MUST FIRST BE CONTACTED. ANY ROOT INC , DATED JUNE J, 20,04 _ _ _ __ __ -_ -- ---- 1.) PRUNING OR TRENCHING THAT MAY 6E NECESSARY' SHALL BE DONE ONLY - 21 0 h 1 �14' -PROVIDE PROTECTIVEFENCING PROPOSED STORM MANHOLE ?, jo sUNDER DIRECT SUPERVISION OF THE PROJECT ARBORIST OR CITY FORESTER 2 WORK WITHIN THE PROTECTIVE i5 15 FEET FROM 6aSE TRUNK EXISTING WATER METER Al FENCING WILL. BE DONE UNDER THE , 1 9jy 6 PROTECTIVE FENCING SHALL NOT BE REMOVED UNTIL PROJECT IS COMPLETELY SUPERVISION OF THE PROJECT 1 • 'i ( EXISTING LIGHT POLE \ FINISHED, AND ALL EQUIPMENT IS REMOVED FROM THE SITE. ARBORIST OR CITY FORESTER, PROPOSED SILT FENCE -- r• ,, r,,,_ 11 -1 5 6 I + , , EXISTING POWER POLE 1 - X —•� X - X _X X x X 1�)j 1 EXISTING FIRE H'fDRANT J -- x EXISTING TREE TO REMAIN := 1' 1 •.� I PROVIDE PROTECTIVE FENCING a I , ,� , ti .� �� r \� X1"'� 1! 1 8 FEET FROM BASE OF TRUNK r EXISTING TREE TO BE REMOVED PRO T EC TION FENCING STANDARDS 4, ,l J I PROPMED STREET TREE c, a, til r ' I , 2 °'►� 12 t f r I j — I NEW AC PAVEMENT ' n � 1 PROTECTIVE FENCING HA CONSIST F FOOT RAN , CONSTRUCTION 1 r. � t3 , t 36 37 31 L �_ `� J S LL CU � G 5ORANGE I * _ FENCING CONCRETE FOOTPADS SHALL SUPPORT POST �y�% f i'� 01 I �r 0 Lo Lo =sa~ v! 2 SIGNS MUST BE PLACED EVERY 10 FEET ON PROTECTIVE FENCING, STA',TING 1 _ o', I L� z THE FOLLOWING INFORMATION 1 X�••. �' f .J � T -PROVIDE PRO T LgTIVC FENCING j I �t O a -= TREE PRnTECT10N AREA I r" `� -�� I 12 FEET FROM ABASE OF TRUNK. DO NOT REMOVE OR ENTER FENCING ' IF ENTRY INSIDE THIS FENCING IS NECESSARY, 14RITTEN PERMISSION j } MUST FIRST D' OBTAINED BY THE (:TTY OF PLANNING DEPARTMENT 1 I OR CITY FORESTER (503-82.3-4018 . ' 1 NON-COMPLIANCE WITH TREE PRC ILTION STANDARDS CAN RESULT IN FINES AND A STOP WORK ORDER I I ' �. a QI X _ . .. . • i�. ".�.���li+•• � •� •. ,., ..,.�.. .� ...., -`Z � to 3 PROTECTIVE FENCING MUST BE INSPECTED DAILY ANY DAMAGF TO PROTECTIVE _ 1f FENCING SHALL BF REPAIRED IMMEDIATELY' = rr.�l 1 I < 1 1 •.h pm TREE INVENTORY TABLE , x ��f TREE NO SPECIES DIAMETER REMOVE PRESERVE NOTES EXEMPT 1 r I ., Q 7 75 _W BEVELAND 5 1 {) 7085 SW BEVELAND ST 1 HAWTHORNE 6" A ;,� 6-STEM, HAZARD x tax MAP: 25101AB 13t t F TAX LOT 2000 1 1 71 TA SW F' /ELAND ST 1 >' TAX MAP 25101 A8 O _ TAX MAF' 2S101A8 71 t 5� "W ♦'?F_•,rt:LANf) ST TAX LOT 2200 2 ASH 7" UNDER 12" x I ! TAX LOT; 2100 ` 11VX MAP 2 2 01 AB PROP. 2-STORY ' ' .TAX LOT '1201 1 3 PEAR 1" ` 1 X OFFICE BUILDING ' PROP 2--STORY 1 x UNDER 12' x 1 f PFFICE BUILDING M O 4 ASH 11" x UNDER 12., I 0 r,. �; ;• 5 do 6 ASH 1 & 11" �( UNDER 12", HAZARD I U_ Q X 1 '� 7 - 1 D ASH 0", 10", 10", 10 x LEAN, UNDER 12", HAZARD x I ' A _. ' 11 ASH 15' x LEAN x , �9� '.1 I `Y� 1 0 t ,�.. W 12 & 13 ASH 9" & 10" x HAZARD, UNDER 12" r� 14 & 15 ASH 8" & 19" x DYINGcc 16 - 19 ASH UNDER 12" x - POOR - 20 ASH 16" x ROT x , ,. I a 50.00' Lju 21 ASH ui 10" A �'C 3-STEM, HAZARD � 0+00 I � � 1 - - _ x 30 00' - ROW _ 22. ASH 11" Ex. aTOFilv1 MAIP•I ( LA Lij - x UNDER 12' �! EX. GAS MAI1, / ca c -T - - ----tir-- - - -- - - -- - - ._— - •- - - - -- - _ --- - - - _ - - - --- - - - - - -- - -- -- - 1800' I 23 - 25 ASH 10", 13", 17" x DYING, ROT, HAZARD x - -- L_�„ a SAN MAIN 26_ ASH 9" x LEAN, HAZARD x -- - - - " --- - -- - _ _ _—_ _ _ —_. SW BEVELAND ST _ -_— _ _ _ -- _ _ _ _ - — 2 7 - 28 ASH 7", 12", 9", 11" S X t X CO-DOMINANT ,PELTS, DYING, HAZARD 29 PINE 21" x CO-DOMINANT TOP, POTENTIAL HAZARD x 1 30 BIRCH 17" x �_ 31 APPLE TO" }� MULTIPLE TOPS x '-- --- --- --~ — _�----_ --+ — w p 1 32 _ ASN 20" ;{ STRUCTURAL DEFECTS, HAZARD x 33 PLUM 11" — x STRUCTURAL DEFECTS, HAZARD x SW BEVELAND ST - COMPOSITE UTILITY PLAN �34 PUSSY WILLOW 12" x STRUCTURAL DEFECTS, HAZARD x ---- 35 WALNUT 9" x LEAN x 36 ASH 12" A x 5-STEM, STRUCTURAL. DEFECTS, HAZARD x r.% )7 LOCUST 8" x NEEDS CABLE FOR INCLUSION x DEAD _ 8" _- x DEAD x CD 1 ` > �' 00 r' Q Z 00 V rJ W m � � [ti✓ r1 W. - F, cn r. nl Z CO S O a HORIZONTAL-: 1" - 20' 0 0 20 40 ,, .,- .... - ,,,. - ,. ,'..:'.>. 4 r:r.:,:4 21t/+ls,$`... -'�M�R.�"I� ._....._......•-........+w-.,,,rs.,...,...,w,ylrlwrw..+..e•�n.w. .. .......wr..,...w. -ems.. .. ----"^�..'y.. :.a,sr,sPlEr1►•ih•,ail.rsiw"cw1YM,M .w�►rYiiutYiaw,whi[ii1'MAII�Y 1N4:TCN,t1163�d4'sf:rA.d01MY•WW1\IPRA.Rkf:+�E:?.�.7, %"+,., ' CTi 1111111+ILII 1111 Ilii ILII ILII Lill II!1 IIIIIIIII 1111 ILII ILII 1111!liil ll111 I I! I!! � II II! y 11 'at 'LEGIBILITY STRIP O I 21 ' I ( I 111 jt.t,.� 111111111 1111 I+t:lIIII!I�I IYIII!� UI�HIIIIIIIlIlflllltl+IIIIIIII!Illllinni;Illli;n� nIi Iiillnlnl'tiili I�lili I�(II IOmm.Icm 9 y �? 12 13 114 1 1 ` Its 11 IS 19 20 2 22 23 24 215 213 27 28 29 30 k ti'W 81 I I V I L-•' � HOW I C1 107! x;r .�Ji�t ll�t,l I��.l�l!Ia.IJ,�llla,l�1 J1 1�1!� 1, 11wJ�l aJ lw l!! I �I� ,.. i , ,M I Il TO pro .. : .. ,. 1 g, liiiiiiil cs cs cs CS C .S MILDREN DESIGN GKOUP, P.C. S LEGEND AkCHn EC1`UIBI SPACE PLANNING nd 7650 S.W. t3evela , Suite 120 Tigard Oregon 97223-8692 v 86 (503) 244-05 4 Maple ;52 • • Acer circinaturr7 - Vine Ilk" 44101101" / 'Q / p � � p Q Piens japonica Mountain Fire' - Japanese Pieris 6-8' B&B, Well bran�;h;;d, 3 stem min at base 5gal. cont.. Full plants, Space as shown 0 Acer palmatum - Japanese Maple ®-- 14 Pinus mugo Pumillo - Mugho Pine 7-8' B&B, Well branched 12-15" B&B, Full plants, Space as shown 40 + 7 Acer rubrum 'Red Sunset" - Red Sunset Maple Polystichum munitum - Western Sword Ferno L- A2 gal. cont. , Full plants, Space as shown ti i 2.5" cal. B&B, Well branched, Headed at 6' M f f ✓ I 5 - 1 - Prunus laurocerasus 'Otto Luyken' - Cherry Laurel • Chamaecyparls obtusa - Hinoki Cypress 15-18" B&B Fulllasts Space p p ce as shown 5-6 B&B, Full trees, Branched to ground 2 ISTE M l 2 RT Rhododendron 'Taurus' - Rhododendron • �-- _--.-. -� - -- M 00 Magnolia stellata - Star Magnolia 24" B&B, Full plants, Space as shown " • 3-4 B&B, Well branched 8 r- --- _ © Rhododendron 'PJM' _ Rhododendron - It 1 nihil l I 3 Pyrus calleryana 'Aristocrat' - Aristocrat Flowering Pear 15-18" B&B, Full plants, Space as shown • -- -- �1 -- i 2.5" cal. , B&B, Well branched, Headed at 6' 10 `1PE X'� i + O Rosa nutkana - Nuotka Rose - - 7 2 gal. cont. , Full plants, Space as shown Thula plicata - Western Red Cedar • r 5-6 B&B, Full trees, Branched to ground C� 3 Spirea dougr!asi - Douglas' Spirea Z AI M LE R j 2 gal. cont., Full plants, Space as shown Developn-ient, _ U. S A� 1 Aceralmatum 'Dissectum' - Laceleaf Japanese p p Maple Symphoricarpos albu5 - Snowberry I _L.C. • C 2.4-30" B&B, Full plants, Space as shown 2 gal cont. Full plants, Space as shown i o o AF 1 ��Arbutus unedo - Strawberry Tree Thua occiIdentals 'Smaragd' _ Emerald Arbory;tae 4� � n1`» 1 � Oregon gal. cont , Full plants, Space as shown 4-5 B&B, Full plants, Space as shown 19� � o Rhododendron Macrantha - Macrarrtha Azalea 0. 26- Viburnum davidii - David Viburnum Nr"Icct: SW BEVELAND STREET 1 gal. cont., Full plants, Space as shown 2 gal cont., Full plants. Space as shown / 1 ,55 L3evelatl(i 12 Cornus sericea - Redtwi Dogwood 9 _ lit I i Icl i I s ---------------- ------------------------ -- -- 9 g O Viburnum tinus Spring Bouquet' Laurustinus ~_ ---__-- _. - � :._--_____~_-- - __. ... _. ...-.. - -- � ----------------------- ------------­--------- ------- 2 gal. cont., Full plants, Space as shown 5 gal. cont., Full plants, Space as shown 5 _.. - - - -'- -- --- -- --- -- -- -- --- --- -" nn -- Hydrangea macl ophylla - Sigleaf Hydrangea / - Arctostphyllos ova-ursi - Kinnikirnick f 5 gal. cont., Full plants, Space as shown 1 gal. cont., Full plants, 4' o.c. 7155Beveland "Tigard, Oregon 14 ® -- Ilex crenata 'Convexa' - Japanese Holly Leticothoe axillaris - Coast Leucothloe 2 oal. cont., FL;!! slants, Space as shown 1 gal. cont.. Full plants, 4' o r, Sheet Title _ L.andscap_e Plan ' 'b U - - 22 Ligustrum japonicum 'Texanum' - Japanese Privet Sarcococca h.-humilus - Himmala an Sarcococca Landscape 0 s 10 20 40 5 gal. cont., Full plants, Space as shown 1 gal. cont., Full plants, 3' o.c. Plan Q 29- Myrica californica - Pacific Waxmyrtle Vinca minor - Periwinkle Notes 5 gal. cont., Full plants, Space as shown 1 gal. cont., Full plants, 4' o.c. 1 . All new landscape areas to h- irrigated by a fully 7 automatic underground irrigation system. -- Nandina domastica 'Gulf Stream' - Heavenly Bamboo 2 gal. cont., Full plants, Space as shown 2. Required 50% mitigation of removed trees (34" total) 6 Rmsiom has been achieved by inclusion of 7 Western Red - Physocarpus capiiatus - Pacific Ninebark I Cedar (21" total). 2 gal. cont., Full plants, Space as shown 1 i '' MILDREN OEIIM P.C.. 2004, ALLWHTS RESERVED IIP rI•CSE ONAMIINGS ARE THE PROPERTY OF' WI DREN DESIGN (r�OVP, P C, AND ARE TO BE USED OR REPRODUCED IN ANy +:.-INER. EXrEPT WTH THE PRIpR }BITTETTEN ENMISSION OF MILDREN DESIr',N GROUP p C Uatc Drawn by: Checked by: MEO MLO Job Numt>rr 103317 Sheet a Building Permit Submittal -- Jlrhb 9 r ! ,. .�_.�. __._rte...._•._.+—r. __ __— _ __ ....._...r._._...r.r... _,.—__._.��—�w,r_ --�.w.._.. +. _�._.....—_�. _...___.r...._- .._ __.._.....« _....--_......_-_.._-_ ... ...__.�.«___•-_—._ ..-.__.-. ....._.-.. .. _ _.._.... _.. ......._�—..-_��.._._.....—_-_,_ .—.-.-.._w_.__...__._._— ._._..-..._-..,.. _ —. ._ ... ._ _ - ._ , ,. , M�, ti� yt. 4 _.-. '.►w++,.. .R+Y!, ,v�",.... ... ., ...w•-.-. ..�,,w..T+n4, yna..w_.•rw•.._._r_ ' w'w dill 1111 IIII-IIII I VIII j i .i., r... .ru..r r� I, C(11 I I t I I . It {NI II11 lilt Illi I II INI IJ ILII il!I ILII Illi Ilfl NII II I ILII Itll ILII I n + I I I I I I I ( I I ( ( I I IIIIII Illlllll Illllllll I 11 f . I 1 1 1 1 1 1 II tlllt lltll+ ! I!!+ I + + +'+!I !+ 1!n+nri I++II +,n;ll!I L�(3iBILIT�STRIP C ^, 'I j I I 1 ( I , nl 1111 8 k l y Umm■I cm 4 1� I I I$ 13 14 1� 17 Ile +S 2U 21 22 23 24 25 218 217 218 $I9 30 1 T 1 3 M Y r. LII 1 I OI I ` E HDNI 2103 � y1 � LaJ.l�lt, ,l,l, ll.(l.11 1 t I k .,, v� t i ,��ny` . y('F t '.': • .. .. _ - -. ..i•n ,. _ ..wNw.prvwt,l�,, , ,,,_... I SII 1 J, i 1, �,r. a14ia d „`T., 1 1 ^ y t IONIA f(19f a 11 Y '.N