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7117 SW BEVELAND ROAD-2 i a "3 t ' a ol • Keynote. _ 0- ��►-►�>r , I. ACCESSIBLE VAN PARKING AND SIGNAGE - SEE DETAIL 1/A5.1 2.. CAR/VANPOOL PARKING AND SIGNAGE - SEE DETAIL 7/A5.1 � .- _ _-� S _ 3. CONCRETE SIDEWALK N 89'05 00 E. 11_800'- rJ.89'C5'CD"E. 42.00' N.89'05.00. 00' 4. CONCRETE CURB - SEF CIVIL 5. ASPHALT PAVING - SEE CIVIL MILDREN DESIGN GROUP, P.C. {I 6. MASONRY TRASH ENCLOSURE AWIRT CIURE • SPACE PLANNING. arr 7. BIKE RACK FOR 4 B!kE SPACES (8 SPACES TOTAL) - SFF 1650 S.W. Beveland,Suite 120 I ( J) , DETAIL 6/A5.1 Tigard, Oregon 97223-8692 A5.1 A 8. HOLL,ARD - SEE DETAIL 5/A5.11;x(131244-05.52(40 I' r�'-4w J / ?�J tl •wd L I w C2. 0@ C i C C C 'k, :� C I _�---�= I .`d {8 .. C -? -0. o - I 0'_0r y,t'_.Or C4 0 1` - - 63 fib" f J I 0D 1 0" r Gi I 2 I O ao :L- C)1 9'-0" Irl y s 0 � - �;� � PROJECT LOCATION - 00 a I 00 a \ wu - GARDEN - 1 i� z O I p I +l7aaE / 7 _.�. N O O I , tV j y i / RD ,/' , RD p0 23 _T �,n ` . 1 N w ,nl U _-ff- 7 J r '"�I t �, A I�I1R'4 l `dy►�/�1 1 l Ol - - O fV 1 --- - ` I Ind r�r,C1RS fERRv RD �� •l r ) 4 In EIR i ti ��'' • �� O F s r � oNA sT `' 391 J `• l'� -- ,� I�THOAIA KkIZ •-.-� Oa �I• 1 J I� s, IKOTA ST i SiEPkENSEN RD �,. l M►w / U1KE •I• I E � ! t/3 ST t� c� r ,A rV 71X5 SW B2SIOIAD ST 0 71 TA SW P' 251 ND ST I �- I 7115 SW BEVELAND ST l� � 7085 SYY BEVELAND ST /' RD YA1��T .. n ,a �dEw i TAX MAP: 2S101 A9 TAX MAP 25101 AB - o i - TAX MAP: 25101 AB I TAX MAP: 25101 AB ..1. _ o OF TAX LOT: 2000 ;� TAX LOT: 2100 I C j TAX L07, 2201 TAX LOT: 2200 Partial ��te Plan at Trash Mt 1 Tigar ���f^ `W J �i Enclosure PROP. 2-STORY k u� I PROP. 2-STORY i - ------- ----- ---- ���_ O OFFICE BUILDING i v r j OFFICE BUILDING sh GARDE �r- Mc DONALD st . KRUSE C) 3 C 1 t C NOUN1AIN vAY A AYE iJ Proposed r,� ( . I Proposed 1 f 40 F > > DMITA RD S� NTN �jD Owner: Building 1 \ > 1 Building 2 ! I 0 2 4 8 16 cit �SATTLER s r ! ��J C �� c ` � Q ZIMMLER .� J u i O _ c I�� ��..•� �� < R \ s�� ° `� ;--ice `� Development, 1 4 / BE * �I U I 1 q'-6" 25'-Or ,13'-6" �� Dur ;yy� 4 4D L.L.C. 1n'-1w I - 1 t� TUALATIN I' 04 -0" 7'-0" c -- I 5.89'C COQ W. 42.OU' S.89'05'00"W. 4 .00' _ -- - Site Tabulati©n `�'� Tualat ivergrov�$ _/ S.89'0� 00"W. 118. 0' - ao l ° u 14915 S.W. 72nd S�►rte 20(1 PHASE-1 - --- - - --- ` SAGE.RT RD t._._ .-RD �1�/ . n / Tigard, Oregon 97223 LOT AREA = 21,2.40 SQ. FT. ALLOWABLE LOT COVERAGE: 85X X 21,240 = X8,054 SQ, FT. Vicinity Plan I)VOIC I. MAXIMUM F.A.R. .40 X 21,240 a= 8,694 SQ. FT. FLOOR AREA •-_�� S.VU. Beveland Street _- --- ---- -- REQUIRED LANDSCAPING = 159E X 21,240 = 3,186 SQ. FT, no scale 7155 Beveland �- - - !- - LANDSCAPING PROVIDED = 6,154 SQ, FT. r __ ---- --- --==-=--- - - - - - -_-- - Buildings � -- -----------------------_=-_--_--_-_.----_---=� �------------------- Parkin P g Tabulation Sheet Index PHASE I A1.1 SITE PLAN PARKING OFFICE 2,711000 71 3 Beveland SQ. FT, OFFICE 8,496 / 1,000 = 8.496 X 2.7 = 23.94 STALLS I COVER SHEET -Tigard, (hPgon TOTAL PROVIDED 25 STALLS 2 EXISTING CONDITIONS AND DEMOLITION FLAN pp.� 15 STANDARD SPACES 3 SITE PLAN Legend 10 COMPACTS SPACES 4 COMPOSITE UTILITY PLAN: Site Plan Sheet Title:---- _ - , -- ----- _ _ 1 ACCESSIBLE SPACES 5. GRADING AN DRAINAGE PLAN A DRIVE-IN DOOR GROSS BUILDING AREAS: 6. PRIVATE STORM SEWER, PROFILES Site Plain LOWER FLOOR GROSS AREA: 4,41B SO. F F. 7. EROSI17N CONTROL PLAN 0 10 20 40 UPPER FLOOR GROSS AREA: 4yU78_ ,`,CZF i., B. PARKING i OT DETAILS TOTAL GROSS BUILDING AREA: 8,496 SU. FT 9. STORM WATER DETAILS I 10. TREE PRESERVATION PLAN Legal Description L1 LANDSCAPE PLAN '155 SW BE.VELAND ST• TAX MAP: ?510?AB, TAX LOT: 2100 - -- - Site Tabulation 1;5 S►'V' BEVELAND ST: TAX MAF': 2510?AB, TAX LOT: 2201 PH,�SE-_2_.��-� -------- ---v-- ____ 1A2. BUILDING 1 FLOOR AND ROOF PLANS ,:A2.1 BUILDING 2 FLOOR AND ROOF PLANS A3.1 BUILDING 1 ELEVATIONS Site Data: ^_ _^ Zone Anal sis LOT AREA = 1.,120 SQ. FT A3.2 BUILDING 2 ELEVATIONS _ ___-T_.._ ____'- ALLOWABLE LOT COVERAGE: 859 X 15,120 12,852 SO, r T. A4.1 WALL_ SECTIONS AREA: --___ �' COVER+GE. COVERAGE ALLOWED: ----- - - -� - SITE ZONE: - MUE, MIXED USE EMPLOYMENT MAXIMUM (F.A.R.) .40 X 15,120 = 6,048 SQ. FT. FLOOR AREA A4:2 WALL SEC770NS Revisions: N A N.A. REQUIRED LANDSCAPING = 15X X 15,120 = 2,268 S0. F1. A5.1 DETAILS TAX LOT 2100 21,140 SF ALL+)WABLE USE TYPE- GENERAL COMMERCIAL TAX LOT 2201 _ 15,120 SF PROFESSIONAL OFFICES LANDSCAPING PROVIDED = 6,028 SQ. FT. A5.2 DETAILS '.16,360 SF PROFESSIONAL SERVICES A5.3 DETAILS IMPERVIOUS AREA PROPOSER USE TYPE: PROFESSIONAL OFFICES A5.4 DETAILS `OT 2100: Code Anal -� _ Ps.rkin Tabulation A5.5 DETAILS AND GENERAL MOTES HUILDIN(: AE?EA (TOTAL): 8,49E SF 40% --•-` --- -�- - - -' - `�- - - -------•-- --- ----- 51.10 GENERAL NOTES, STRUCTURAL DL TAILS 9U:,.DING AREA (FOCTPRINT): 4,418 SF OCCUPANCY GROUP., B PH iSE 2 PAVING AREA: 10,690 SF 503% BUILDING TYPE: VN S2.10 BUILDING 1 FOUNDATION PLAN LOT 2201: PARKING OFFICE 2.7/1000 52.11 BUILDING 1 SECOND FLOOR FRAMING PLAN S2.12 BUILDING 1 ROOF- FRAMING PLAN BUILDING AREA (FATAL): 6,'048 SF 40 A[ LOWABLE AREA: 50. FT, OFFICE 6,048 / 1,000 = 6.038 X 2.7 = 16.32 STALLS S2.13 BUILDING 2 FOUNDATION PLAN BUILDING, AREA (FOOTPRINT)- 3,230 SF NUMBER OF STORIES: 1 MULTIPLE STORIES TOTAL PROVIDED 20 STALLS S2.14 BUILDING 2 SECOND FLOOR FRAMING PLAN PAVING AREA: 5,862 SF 388% BASIC AREA: 8,000 S.F. 16,000 S.F. NO YARDS 12 STANDARD SPACES S2,15 SBUIITR DING 2 ROOF FRAMING PLAN TOTAL IMPEr�'�r70US AREA. -� le,zp0 SF 09 85y WITH YARDS TWO SIDES- 12.000 S.F. ?.4,000 S.F. 20" MIN, AT 1�96/FT., MAX. 509b INCREASE 7 COMPACTS SPACES 53:10 STRUCTURAL DETAILS 1 ACCESSIBLE SPACES 54.10 STRUCTURAL (DETAILS NaDREN DEsiorr P•G., 2004, AU AREA: 9f; COVERAGE: 9 COVERAGE REQUIRED: nra►+rs__�Est�trt:o�' GROSS BUILDING AREAS: LANDSCAPING 0% BUILDING 1 ACTUAL AREA- 8,496 SF LOWER FLOOR GROSS AREA: 3.2.30 SC. FT. THF-SE wR+as ARC tHt PROP111tr'ar - u91AlE79 r7ES1/)N INfQ1P, P C, VV AN L 1 100: 6,154 SF 28.'x9 ACTUAL NUMBER UF' STORIES 2 UPPER FLOOR GROSS AREA >T r((11 w USED oR REPROODUD IN AW 18 __�T• Deterred Submittals ,a , r4 rw WITH � PRIOR MRP. P. LOT 20X: 6,028 SF 39.9% YARD TWO SIDES TOTAL GROSS BUILDING AREA: 6,048 SLS F F t'IMER,,(F. nr yflITH nrPRI GROUP. M SPACES PROVIDED: SPACES PROVIDED: Bl!lLC1NG 2 ACTUAL AREA 6,04E F ------- ---�-- -- Date �- -18 June 2004 PARKING - r 1 PRE--MANUFACTURED WOOD JOISTS Drawn bv: Checkedbyby O 2 00: LOT 110'1: ACTUAL NUMBER OF S)ORIE�• 2 FABRICATE't1 STEEL STAIR, STANDARD: 13 11 YARD TWO SIDES ; :r�.r��:r " COMNACT: 10 7 , ��/?`E�� l�-!�-. TA � 47 CAR/VAN P 1 1 ;.,-,�;;+1rna;.;A;4i�Qved U HANDICAP: �• 1 1 r1t?@e1 oit f i 2. 0'4_ .Q0� � Joh Number. l(?,'3;ii7 AQ TOTAL spaces PROVIC�F L): -25 - 25 , ,,.. ., Ir• Sheet t j 1 ot_`"'• I f Building Permit Submittal -- June 2004 A i . jr �i7MNRtiNtlgA0.�lRiDlapw'eiR te. em,+"•ipwaenRn,•mw!,�yga, ,. ,n.••+Jnr^w.+nw...n.•..,.,•„•o,,..r...,•,•.w,•.:••+.., .,.,.. .,..,... . a... ,_,.,... •.. ,-,..-: ..... ._„ ...... ... .....,.„,.-. ... ,. 7,,,,, .,.. •�. _ o,i•-Y:a ..:.e,ea-•.IAW+A�Ciii�lF'MMiN"'tA-",MpKir.. L.:,.,. .,.M, y :a �„- •- ,. �:.....,_ .,.. ..,. ..,_ _ .. I, ,, ,. .. 'i#ts�,idw<+..,.s,•,�.tai451a�lu ..� a:. oz:aehW+ipf.Aa•+ "t..•. ,c�a .7ti>v'rB••' .:w;.._ ,. ;w,:.,-NWpI'FI#°1 C111 1ltllh`II1 •TIlM I I I T . • i ii f a* ® c I 2C I ' i0 I ( Ift !3 Id 7 F Ica 21 22. 23 a 4 2$ 2E 2 • 29 ^V ,- � IOM - - 1` s, 1 tit f I' I : 1191 b -C W - qh .. f. - M , , -. y 4 • 'C f ti, I Now u, -� GENERAL NO TEs � -- 1 OF TP_dC CITY ONAND GARD ENGINEEALS SHALL CONFORM TO RING DEPARTMENT PUBLIC IMPROVEMENT MPROVEMNT DE IGN STANDARDS, EFFECTIVEESE PLANS AND THE APPLICABLE NJULY 15. 1998 2 THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES E jgFOR STREETS AND HIGHWAYS," U.S DEPT Of TRANSPORTATION, FHWA, 1988 EDITION. D�V�=LOPER0jFA1r _j 3 TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE. CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD rY SPECIFICATION AND, ALSO, IN ACCORDANCE WITH THE CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL f PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILAt3LE AT THE WORK AREA z w L:1 a IMMLER DEVELOPMENT, LLT: 7165 SW F'IR LOOP, SuI'TE 100 4 PUBL IC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN �� � v � TIGARD, OR 97223 APPROVAL FROM THE CITY ENGINEER THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY :, ;; cr y a (503; 598-3440 NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES TIGARD POLICE DEPT., 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 HC�l1RS !. 'r _ (MIN ) BEFORE INITIATION Of' CONSTRUCTION WORK y4�, ENGINEER 6 ACCESS TO EXISTING PROPERTIES SHALL. BE MAINTAINED AT ALL TiMES, INCLUDING NORMAI DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, `.•HALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS is ESTABLISHED CSA CONSULTING ENGINEERS 321 S W 4TH, 4TH FLOOR 7 WORK TRAFFIC ANO SHALL DEVICES. FLAG PERSONS. ETC . SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION PORTLAND, OR 97204 ! VI d $ NO 'RORK. WILL BE PERMITTED DURING THE HOURS 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 _ v y� 9 MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. �` �, 10 THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY 1' TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY, r _ ___ r __ _ a, LI .2m ir 11. A COPY OF THE PERM!T AND ALL ATTACHMENTS, Air_ A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL 1n < ` S� T,110116� �� � � � � � �Y AMENDMENTS SHALL BE AVAILABLE AT THE WORK ALL WORK SHALL CONFORM TO THE PERMIT TERMS, a=o Q CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS _ \ v �� p 1 ____ r ' f d•�+ 'd'� - " I AND TO THE %ITY'S STA!JDAROS AND SPECIFICATIONS AND TO THESE GENERAI. CONDITIONS CHANGES TQ ANY C: w 0 SW .;LIN TON T ) 1 ►,o ` > �°�1°'�) I OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE ^+ -' W �'--')ARTMaIT T """""-"r '� ' 1 12 MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS T o co Q DS � THE RESPONSIBILITY OF THE PERMIT HOLDER. THE �' � c� ►- .-- _`_''- S j ' ;}T,v•, .� I WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTION; AND u �; �/� _,!z HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA Q a < U d CC a Z 5 OFMUDOR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY u < f1.. O � �� a � ❑ � 13. THE SPREADING rn I ,I 1 PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL. 9E CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP N � I ; 1 e 14. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION 1 OS ON CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING SW L THF D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO _ 1 ACCOMPLISH EFFECTIVE EROSION CONTROL. SW ONZAGA ! ....;.a,�•`r.•;<:y.. ..,`:; __ 15 PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, IJ4r� anti I FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC SHALL BE REESTABLISHED, 117 S W H A :; ' 1 I REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. ---i %"" '�• ^� 16. EFFECTIVE DRAINAGE CONTROL IS REQUIRED DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK IT N SITE AND .xHAIL 0E ' �''�^ � • I ':��• I �-. I SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY I IMPACTED THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TQ ACCOMPLISH ,1., I EFFECTIVE DRAINAGE CONTROL. a \ 7175 SO KvELMQ ST ip 7M Sri SEVRAND ST TAIL MAPL07: ni01r r55 SO uvfLAND ST I ' TAX YAP* nI01Ab 17. EXCAVATOR S) MUST COMPLY WITH O.R.S. 757.541 THROUGH 757,571, EXCAVATOR(S) SHALL NOTIFY ALL UTILITY \\\ ' �T' 2OW 1 TAY YAP. 2SIOIAS 1 4 .e.. 7115 SO KWLM1D ST 1 TAY LOT. 2200 ( QR E TO UTILITIES SMALL 2 TAX LOT 2100 (� ;.�. TAY NAP 2SIOTAS 1 COMPANIES FOR LINE LOCATIONS 72 HOURS MIN.) PRI TO START OF WORK. DAMAGE N r I Oppwrrr am • ,% TAY LOT 2201 BE CORRECTED AT THE PERMIT HOLDERS' EXPENSE n \ ( orilf( e�IR Du1c R';y, PWOP 2-STORE w0a sup DMG � i !.�ti 1 1$ CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE AND REDESIGN OR 1 I RELOCATION OF FACILITIFS BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST 6 I BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK ' WITH AFFECTED UTILITY AGENCIES, U VICINITY ANAP I T:�: I •: 1 � I ';.l <j'�, I 19 THE PCtiMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CIT( ��•. �•_ '` FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION ANU �.. N. S. LL rel ��::++ OWNER SATISFACTION ��"'��� 20 R� AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL U*�0 EXISTING MONUMENTS, PROPERTY CORNERS, A E AT THE PERMIT ,HOLDERS' EXPENSE. HH T C. _ -� - - a - c -* - ` - - I 21 THE PERMIT HOLDER SHALL PROVIDE (O THE CITY INSPECTOR, IN WRI11NG, THE NAMES AND 24 HOUR EMERGENCY _ _ _ _ TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION SSV BEVELAND_ST. ----- - - v - - _ - _ Y ' - r Y _ - - AND, IN GENERAL, WILL BE RESPONSIBLE 1N CASE OF ANY EMERGENCY 1HE PERMIT HOLDER SHALL NOTIFY TK CITY I �/ i PROPERTY LINES , _ _ _ _ _ -` _ - INSPECTOR, IN 'WRITING, OF ANY/ALL ASSIGNMENT CHANGES _j - -_- CENTERLINE r,. .__ .... -.,.--- r:_.._._ _,ate V 5' CONTOUR; f +� ` 4' 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 1' CONTOURS ��` ""-'--" CONSTRUCTION SAFETY AS PER OR--OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION n -` EXCAVATIONS ��--- - ..a .. THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. ca ---- - -- PROPOSED CURB ' EXISTING CURB C p 23. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS SITE LAN PRIOR TO STARTING WORK PROOF '1F RIGHT-OF-•ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL. BE PROVIDED TO PROPOSED STORM SEWER THE CITY, THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT H A,DERS AlFUR 10 OBTAIN OR SCALE: 1"= 30' PROVIDE FOR PROOFOF RIGHT-OF-ENTRY OR EASEMENTS. .•. CX15TING STORM SEWER EXISTING SANITARY FEWER 24 ALL ELEVATIONS ARE BASEC ON BENCHMARK NO 373, WASHINGTON COUNTY, ELEV: 225.27 THE BENCHMARK iS A BRASS DISC. < EXISTING WATER LINE z u EXISTING GAS LINE 2`,. WORK PROVIDED FOR UNDER THE PUBLIC IMPROVEMENT PERMIT SHALL COMPLY WITH APPLICABLE SPECIFICATIONS ~ CONTAINED THEREIN. EXIST OVERHEAD ELECTRIC LINE 1;E — f ROt) UNIJERGRCVJND ELECTRIC LINE LE CL --•-- �--•---` A-•--• •" EXISTING CHAINLINK FENCE p EXISTING INLET ABBREVIA TIONS PROPOSED INL.E T AG ASPHALT CONCRETE . (®) PROPOSED STORM MANHOLE CB CATCH BASIN EXISTING MANHOLE CL. CENTERLINE CONTENTS EXISTING WATER VALVE `•ws CLEAN WATER SERVICES PAGE DESCRIPTION EXISTING FIRE HYDRANT EP EDGE OF PAVEMENT ELEV ELEVATION v IL�1' EXISTING WATER METER 1/10 COVER SHEET EXIST EXISTING C' EXISTING POWER P(XE FL FLOW LINE 2/10 EXISTING CONDITIONS do DEMOLITION PLAN u; EXISTING LIGHT POLE GUT GUTTER LINE LT LEFT 3/10 SITE PLAN O > v 00 EXISTING MAILRC`X o O < EXISTING 'T+E:E LC LONG TCHORD H OF CURVE °/10 COMPOSITE UTILITY PLAN I `r � ('4 a PC PUNT OF CURVE 5/10 GRADING AND DRAINAGE PLAN I O PROPOSED STREET TREE �! v, v T a n PT POINT OF TANGENT '� cv Z o T Pp POWER POLE 6/10 PRIVATE STORM SEWER PROFILES PROPOSED +-� `� ASPHAL! CONCRETE R RADIUS •-- Ct 7/10 EROSION CONTRUI. PLAN � EXISTING CONCRETE E ' r RTRIGHT HT r 1 R/W RIGH Of WAY 8/10 PARKING LOT DETAILS r� ' �T!' . �.• ,;_� PROPOSED CONCRETE 5T0 STANDARD STA STAT;OIN g/1C STORM WATER DETAILS EXISTINi, GRA'VI L TOC TOE' OF CURD 104%10 TRF( Pr?ESERVAT1pN FLAN L . 4 s ,. Y - +�,,�,>�� .' �,°^T ��'9`I���• vY ";d lr'.J'r" _ wr.e.aw�.� r 9 Airdli�'i ,>!v;�",�A` ii°�"t�., h,+*'��;.;:"AE't"s+l�irlkti,Are „-.�a.,y:4;aa , .. ,.t4.ra .. ..Ian,W'y�+M►anMAM7Y.'MI�iM'1+1t�.a't!I.v.evxr-wrw. +rygqlNM .r.,•nn _ .... Q - : ' •1111 },r{,1. ,{., ,r 1 I l i I ;'. 1 !I I I t 1 u 1 r Wtir3«.,,�r+AAi�rW�rU1MlvYt "�k!'xl�l� +►a, ,fir , . ' • I ! .. II#t":;(, ,,� f,It; t i ., :.. ^'v �r'p /(� Ibr, .., i S�i 1�9� 1 1 1 • 1 I i , r '! Ili i i111tllli 'li` i 1, IIi1'li;lll �� 4 J S I E5 4 I.. I I I 1 (4 I E r.:5 i ► 10«HIL(ee .'� 3 , 'e 17 10 .y ?J� i -_ G 2 e?3 2A '7 I T 2 S "R 1-..t:' pI` '"�.. 'r � -;rpt«• qq t¢ 'Ta'.,x ,:Tb i tl sS.,LaE'�s,ey r.!/, k , }. #_ '�•. la`-` °' $ T:t�?� � 'rc# t, • r,. a _fl t y • 1 : a , • � ,. `,`. - . .. ,Tri : , s .I w. :.�# ri nin J„ .�"' rS ' rb e s`1'� v 7? tdy,Is •1 �� a7J p . .'. ..'r .r. rtF. v „ .. , : ir. S i;T:S r,. ry -:. ,. . .:. •r... )-. rk l.. ...A {, . '., •rf-f r r 1 : I - Vhr 4 2 c d Yi' • :.. r.. , s . .. ..., ., rA r •J- •. r ! .J.i tl:r' n.. :.:r- ., .,. .: .,,w. 1 t ,1 4 t 1 I r �) CL LEGEND W r N Ln R.O.W ------- PROPERTY LINES -- --- - CENTERLINE 5' CONTOURS , V CONTOURS --- EXISTING CURB J EXISTING STORM SEWER `-' U u , EXISTING SANITARY SEWER z o EXISTING WATER LINE 0 ; c� W = Q - EXISTING GAS LINE o o v a EXIST. OVERHEAD ELECTRIC LINE On " '�► - - - -- EXISTING CHAINLINK FENCE LA WIDE K i t-,' INE WAS I -- EXISTING INLET EX. ♦' NIGH W000 FENCE ON TUN D+ �,��EX. , �,njIO�E, KErsTala�E WALL _ mo EXISTING WAFER VALVE �r l4S�R N 89'O=E. 18 '( UO"E 2 P'0` N 89°05 q0'E. 42.00 EXISTING FIRE HYDRANTTL W 1 I EXISTING WATER METER i 1 g EXISTING POWER POLEIr EXISTING LIGHT POLE I I f l 1 I EXISTING MAILBOX �_,, io,"1; �� • „tet I ,-REMOVE- EX FENCE EXISTING TREE, TO REMAIN '1 I GARBpG� WITHIN PROPERTY EXISTING TREE TO BE REMOVED .�►, - �NCL O uJRE `_� + e',. , :c• i, I LIMITS �+• I � �1 EXISTING ASPHALT CONCRE rF o Q' ri t -REMOVE EX. HEDGE �_ + �, N 3 < u I z I s I EXIST.NG CONCRETE Q REMOVE EX. z r� BUILDING EXISTING GRAVEL o N r Lo C) U z REMOVE Ex. J 7 w REMOVE EX. - W HEDGE GRAVELLED AREA U Q \ 1 V) 0 Q_ O a� -REMOVE EX. CONCRETE ' ' I TREE TO BE � 1 REMOVED (TYP) ! Ljj PAD AND SIDEWALK t - _ J FX CONCRETE o C. k�' Svc EX. HOUSE TO /r TO BE REMOVED o rc-)NDU�' I ( V1 ,50vE GROUND.) BE REMOVED 1 i z� .;=-'• '' REMOVE �' yeLA�w '� l EX. FENCE 711 STORY ' O �!S .� REMOVE —FLED, METER .;�.•..t.o;.;:.: EX. ELECTRIC _ SERVICE � I�OX REMOVE EX. BUILDING [, �i � �iMOQp FENCE e EX OVERHEAD—,, ,;; 711 5 &W. KVa,ANC� ELECTRICAL I — Olp SNI" STORY REMOVE EX I �' TO HE REMOVED \ hI I WOW CONSTRUCTION" CONCRETE DRIVE I co Lu AND SIDEWALK i \ �_x GAS SERVICE � � I TO BE RELOCATED F I Lu , EX. UNDERGROUND— -- - I � -- Q ad WALK ELECTRICAL STUB p.� TO REMAIN V) �� 1 , r'�•�. EX SANITARY LL - EX. CONCRETE DRIVE AND �` ' I SERVICE � Z EX. SANITARY WALK' TO BE: REMOVED I ` "� TO REMAIN SERVICE \ ASP►ULT 1 TO REMAIN \ I 1 (TO K 1113lOVED) I o �' - 11 83'05'G �9°0 00"W. -.Z.00, z - - - --- -� - --- --- -I j • I I � /�♦ _ �- ._._ .. - �- - ----- '- ------ - l A_- - �-— —--- - L — - V + ^ EX. DRIVEWAY �W BIV1e4ND�TTO R -orm."VR-y+-a.:SAR_ t_"_ - 0-- ---+�-_-----+•"---- _n,•__ w -- - `"i- — -- -- - - '-' - - tP-- +_--- - -- " ---- - - - - - D -. — 1 ..X. OVERHEAD _ C. = — _ _ _ _ - - -* - a E AL LE •ERICuj -a-- A--- --' a-- -- - TO BE REMOVED w-t• —wrnnww.wr_ t•Iww1i wws w+rr— rnww w.—. ww.,— www —w . .t..— -__ �-- EX. UNDERGROUND : ELECTRICAL_ STUB TO REMAIN Cr !II 1 t7" �e -. v rrQ Z t J �D i -r w (x) rit � O �� U 3 •.•" � r � o 20 0 20 a() 'f a SCALES- 20' CALES 20' HORIZC)N A( I :.,. ; ',r ..r s,- .. .. „ •,.,,oJY:Y a. ,AL. wYYr qer-.,r-m",n!.-'w..ro.v,.w.r... .»... .,- ..-. ..-. ..., r .. .. :-•'., ,U sr ,.}.,lx .: .:, ,,.r. - .,_ k,e-. ::z<si'#rteM�Mv7WSMM"'!"."fOAtik•d'4 »..,w+t'.,.. .«.,. ..,..rs..,•�,ww«--:w,wrr+..www,.,wrrwrtrwx.,.w•+++v«:^W' ... , c .,,,; .. •r'. e. ,2. ` rn ,J ..,. .�, :�.: a ,.°t! Milt' A ' 'i •i'. p' �'i, n'+'III :i. • r +II C 71 ,r',� .a,r .. � M�,�r ., t �' - :t"+.: 'd• -�", � �T� I ! ' I !li Ilit i + 11 J v tj Al1 IR I 1'2 I3 1r/ 1 � � 282 a`T9I a? � • I� I t •I h1:rt.7�� k �I.ra1 .-} KT ,Y- f , r ' , : : . , ..,•.r.:l ,'. , e . .i ♦. .v I, .Y-..- 1" : Tei,!' 1 , ....�FY.x' • A •% • :.rcx3� ,.H �k a 11.'t1}. �': ?h:�"`S � ?ur iQ ^F Z 4�Y• la • 5 �! C 1� 1 f a I I \\ STRIPING CENTERED IN DEPRESSIONS z `^ b.0' TOP OF CURB v? c� 3 0 a wd W 0 z a 2 O' -- GRADE LINE - - - ---- ---- ------------- ------- ---- --- �- -----Ija1 !ON OF CURB STANDARD CURB W/ DEPRESSIONS FOR DRAINAGE AND TO CREATE WHEELSTOPS 1 W w MODIFIED CURB W/ _WHEELSTOP DETAIL SCAT F !S cr Q Q, ; 0L LJ I Q z C. VI > p Z W W J W 7 Q. 4 O L CL a CONTRACTOR -- • TO PROTECT EX. GRAIDRAINAGErSITE NOTES WAY DURING CONSTRUCTION �� `�,, (PAGE SPECIFIC) WITH PROPER EROSION CONTROL CONSTRUCT 6" BA!'RIER TYPE CURB DEVICES. � M am �,�„� 4 „�,� �am_OW avma, v. ,.A, Wo ,„,.,n. A"__Rmwjww-". .m �.• _ AROUND PERIMETER OF PARKING LOT. N.89'05'00E. 42 Ute N.805 00 E. 42 00' SEE TIGARD DWG. NO. 125, SHEET 8. . f 40(l, I• �2 CONSTRUCT ADA ACCESSIBLE RAMP NO 1 _ __ - r �� I _ >•� ,? �. SEE DETAIL, SHEET 8 C7 Z T I O3 INSTALL CONCRETE SIDEWALK PER PLAN Q PER DETAIL, SHEET 8 ' f f')kt 'A, P" I /-PROP. 96 LF OF 6' �� CONSTRUCT CROSSWALK GARBa:•r 8.0+ '' �+ � ' 1 j ��` `I� / HIGH MASONRY FENCE SEE ARCHITECTURAL PLANS f ENCLO b ; TYP. cr; �..,.�,; i' ' CGARBAGE ENCLOSURES TO BE CONSTRUCTED Al IIPER ARCHITECTURAL PLANS AND DETAILS.CONSTRUCT � - I 9o, I I MINIMUM INSII,� CLEARANCE AREA, INCLUDING �.. Q POSTS, IS TO BE 5' DEEP X 8' WIDE.CURB CUTS !N FRONT � 1— _ TYP. III 1 i OF TRASH I �i. ENyLO:,URE Iy I 2 11 7 T 7' C6� INSTALL (2) BIKE RACKS I SEE ARCHITECTURAL PLANS 9,0 i (� �7 CONTRACTOR TO PROTECT EXISTING ORAINAGE PROP TRASH - 1 �-" +•• °' I \ ENCLOSURE 55 J I *. ;' � 8' WAY DURING CONSTRUCTION 14.6 P� Q a 6 `�' I a 96 LF OF 6' HIGH MASONRY FENCE TO BE co CONSTRUCTED ALONG EAST PROPERTY LINEui 49 U''I I� CONSTRUCT MODIFIED CURES W/ BUILT–IN •, _�!���i 11 4 `, TYp ° WHEEL STOPS I 10 CONSTRUCT ADA ACCESSIBLE RAMP NO < ---.r , +..•. r'a, r.�. ! o ;tl 0 In SEE DETAIL, SHEET 8 21 PVC ' I r+j'. .� ti.,+• Y ft! r�� (( �',`+ • • .� ' \� 1 a 11 CONSTRUCT ADA ACCESSIBLE RAMP NO 3 CQNDUIT 1 _ (ABOVE GROUND) 1 •;; SEE DETAIL, SHEET 8 z� I 10 g) 1 �— VEHICLE OVERHANG (TYP.) t � I I \ ti' 13 i 12 INSTALL 25' WIDE COMMERCIAL DRIVEWAY Q • 1 APPROACH PER TIGARD STD: DWG. Z 7i 75 5W BEVEL ANO S1 '►•� �•. i• '+ '.i t TAX MAP• 2SI03AB 1 ',.'�; 1 7085 5W BEvELAND ST NO. 143, SHEET 8. v 7155 SW BEVELAND ST +„ I TAX MAP. 2S101AB TAX LOT 2000 TAX MAR. 25101 A8 •' ' t CL STA 11+01.26, 18.00' LT 10.1' r 7115 SW BEVELAND ST TAX LGi 2200 W TAX LOT. 2100 40.17' 13.83 3. TAX MAP- 2S101AB IC? 1' O J II TAX LOT- 2201 •-� 13 INS`ALL ADA PARKING SIGN J OFFICE BUILDING - + u� •:;2 i'RCP 2-STORY I Q PER ARCHITECTURAL PLANS OFFICE BUILDING • 14 CONNECT TO EX 6" SANITARY SERVICE n� 16 0o i �'••' 1 p 1 t+ �'- 24.67' 1 r I -- -- I 131 13 �i' C5) CONNECT TO EX. UNDERGROUND ELECTRIC,AI 1; 180 I� 16 INSTALL LANDSCAPE CURB �.., . TYP. 1 1 /L i - , r---- I y t }7 25' 14 1 S.89.0 W. 42.04' S.f39'05_CO"W 42 GO' 1 �v E1� cv ru w>•.�li.r v .u.�w•w. w _....�..w r r r •.Yirli.T��O �. rrs r w w rrrr w r - . ..a �..... �..�u�:.� 1 I l (� o. QZ 00 r'1 V a, - - - - �`----_ --"N - - _=-'r - - -�I I, a W U { Ls- --__'---__..........------------------� +A• --------- / ------------------ -- _____-------- ---- -------- ----------- -•--------'•---- -- -----•------------------------------------------- (J [i ^l „ ..- -----_-..-_______....____ _.{{,__ -"-- -- 12 DRIVEWAY RELOCATION UNCIEF? � I .�-� N Z r _. ___.- _ _ —___ _ ,__ _ __._,W – •-____. _ - - gN/ gEVEL1INL' 3T EXISTING PUBLIC IMPROVEMENT - - ...._...- .. ....._.. .... ....... • ' ............. – -- -- -- -- � 1 2 apt _tl________�_._..__ _—_ _—._ ____ -- �---rr----- _ � 4r�.wr•�..r.�.. ��.r. oft SCALES _ V M 1 20' HORIZON fAl. I .a .,.-., ti - .<,+r+wn,•e.. 11111.x:+ a..a.....,w....o..w..,._•_.. . .:.. rr 4A 0 17 ' � Ip 20 21 a2 .�1... 2a �5 26 1� 2a 2LQ a� ,. , 77 r • aF.. . { "1�Rr�ii �r•;� r.gYV l 1 ' �1 O r.. LJ T t<� W j J ZLAJ Ed CO yJ GENERAL NOTES: Nz w a 1. ALL UTILITY TRENCHING IS TO BE o o a BACKFILLED PER TIGARD STD, DWG. NO. 180, SHEET 9. 1o C4 CJ INSTALL GUTTER do CURB INLET 1 a 11 N J INSTALL 42" DEEP LYNCH CA' 1 CATCH BASIN PER CWS DWG. I o a 1 BASIN PER DETAIL, SHEE-: 9. j NO. 225, SHEET 9 Z ^ o w ! I _-J STA 1+37.90 i Itom -� t RIM "ECFV -2 234.00 I BCLASS 50 F 12" D ;'�� I ( ) RIM ELEV = 234.59 IE OUT (12 SE) = 232.50 I S = 0.0019 G / IE IN (12 NW - 232.33 BASE ELEV - 230.50 I (SEE PROFILE IE OU-1 (12" E) - 232 13 o Uz w ,HEFT 6) I --J w I ® I v Q Z I INSTALL 3" PVC STORM PIPE "' � N Q � U FOR ROOF DRAINAGE 11.28 LF OF 12" DI (ASTM D 3034 SDR 35) 1 CLASS 50) / I INSTALL 3" FVC STORM PIPE S 0.01 FT/FT MIN. = 0.0019 y FOR ROOF DRAINAGE t..,.� , •. 101.2 LF OF 24" DI I ASTM D 3034 SDR 35) • "�" ��r(CLASS 50) I •.�, ": ,� �� , ' S 9 ! 0.01 FT/FT MIN. 1 "};7� • 0.001 (SEE PROFILE 1 SHEET 6) I I INSTALL 6" STORM CLEANOUT ' INSTALL 6" STORM CLEANOUT , - � '� �' t �- 01 INSTALL SHALLOW MH-- I INSTALL 6" PVC STORM PIPE FIR CW--- DWG. NO 040, SHEET 9 w 1 FOR ROOF DRAINAGE 1 STA 1+26.62 '�: OSTM D 3034 SDR 35) RIM ELEV = 234.90 1 �;t: INSTALL 60" DIA. FLOW 0.01 FT/FT MIN. INSTALL 6" PVC STORM PIPE IE IN 12" W = 232.11 �, ' ' :; CONTROL MANHOLE, PER DETA FOR ROOF DRAINAGE 1 Ir OUT �24" S� = 231.91 SHEET 9. 1 (ASTM D 3034 SDR 35) I I �.w; STA 0+25.44 S 0 01 FT/FT MIN. I RIM ELEV = 236.00 I 0 ` IE IN 24" N) - 231.72 M1 1 INSTALL 3F PVC STORM PIPE 1 �.' 1: IE OUT (12" SW) = 31 52 ! I OR ROOF DRAINAGE f ORIFICE SIZE - .3.75" +� e� (ASTM D 01 F SDR �5) I » BASE ELEV = 231.02 j S = 0 01 FT/FT MIN. ••� O 0 I ��' 10.59 LF OF 12" PVC i INSTALL PRECAST 48" MH '� ` ASTM D 3034 SDR 35) V ti TORMF!LTER PER DETAIL, SHEET 9 , � .•.;; � = 0.0019 Ex 6" PVC SANITARY LATERAL I STA 0+1'L54IV--,. I SITE NOTES 1 RIM ELEV = 235.83 14 ;. . EX. WATER--7 I (PAGE SPECIFIC) �• IE IN (?2" NE - 231.50 '.: SERVICE; TO I i 4 IE OUT (12" S� - 229.29 " ` REMAIN �� » uu I BD t; I L'J VERIFY EX. 12 STUB ELEVATION PRIOR TO • •� �'+ 38J I COMMENCING WORK OR ORDERING MATERIALS �` 1 2J ,7,.,• 2 / i Q rrhh 4~_`�" '•• ® -.. �� ',.•� -..�.�-- -- -- 239 � --- --- � v� 0 1 • _ L J -� 7 �, I 1 4 li Q3 SW_BEVY AND 8 - -- - - - - - _2- --- - - - - - - - 7 -EX. 6" PVC SANITARY LATERAL \ 1 Z Li V--STD. STORM MANHOLE -� iEX. WATER Ex. 1?." STORM LATERAL STA 0400 EX. UNDERGROUND ELECTRIC AND " EX UNDERGROUND ELECTRIC AND--// SERVICE TO RIM ELEV = 235.23 TELEPHONE SERVICE LINES w'I REMAIN » _ Of TELEPHONE SERVICE LINES IE IN 12" N = 2229.20 29.20 - IE OUI 1\12" W = 229.00 'kL 0-1 N � ,� A �� V �-•� z CO -Am L LJ lX� ! rr 1 Lf) {! 2 0 20 40 O SCALES: fi 1" = 20' HORIZONTAL -1a '": i �,,. {1'�y •V7.PJl.4.. ,'�'rlwJ'•.'�:9 x. .. :fnMyn.•..w+.r.+...r.+.�•rww.•rr. ,ww_.�rww r.,r�..+ .--�.-•.... . ...:;.rw�Wi�.4.rc.•wLky.. - ,. -k►MY'tA.v9ik'kiw:3Y36g0t�ti'_ .. .n...... .. � .. ,n.,r�.r._......-..ter.�,....._.-.-.••.._ __-_.._._._....-...-.. -. �. ....�.,_.,_.... .. . .__..-.+..-., .b"41115;. . .. ..., h:r►'"f':;.WL:�YpW1flNYwI"PWYtf-7rg1yt,2'w•rp�p4K'`:'N`tiY,jM""�'c�.M1�LigVHhYW.., . (;1j1 i!(IIIIII lill IiH1111iIllll 1111 IIII'lllflllll U11 1111 11!1 1111 illi !111 1111 III! 4T r, LEGIBILITY STRIP 1 I I I "'+1►t1111 Illllnu nnlull unlll!!II111�nn 1{ u1 I u II ul�ru 1ni IIII ;ul 1111 I;II, ! I I I , z .._. 10 1 1 Ila 11:3 ill I il6 !� 1 a I'9 I � I I I I I I C ?. 2�7 E�I°! 29 30 3 4 5 20 2 I 2�2 �3 �'t ? �F- 01 ���t� J ��• 1✓ 1 N � 7��r y,. ���` 1 � 1,;,• a� r�: �r`�1��irY'+k�'L'.,,t.•��I^! Z'., �� f„� i 111 1 : +4wJ�##Jkiil �" I ���r��I +�• L+ r r , 11 tt I 1 r a a t• . i « u.w _ a- _ ..i'4rr._ ..:.-; -vlu:.!.SL�.,..uu��-...._-_ �..,._•u- _ .-_.- .u..-.. _._ ._....... .. ..._. ....._ ............ .__.. ..... _... _ -..-. .. - s- lv.�uu..._ a.:fru_.:aJur.•Or.a_irlJ�W.ruw..urJL�LJruru _ __ c .a aau._.�s._.uwr _ - - - «..r._-.s....-...w-�.�LL. w.-ur.••-ux�.�•rr.au..uw..ir..__.._..-__.�-_._......_.._.r__-._..rr..r_...._.._._..wa.,..__...�..r._....�....._ ..r.....-.+rc_.cm..-.uaua...w.r.u,- - u._JrW..- - -.._.._._r..s--._....__.u.rw.rarur..ru _.. _ _ ..._w..r�__ __ _ _ _ .� __ _ _.. ,.._ _ .. .. ... ........___.._._�-____r...-._.--.r-.-_._____. -.._ ._.......,w, ...uJl t 1 t S I I' F 4 ..,..,..i,...,... I 177 i Y i 1 ! LEGEND Ex. TREE TO REMAIN (PROVIDE i PROTECTIVE FENCING A DIRIPLINE) z v: PROPOSED 5' CONTOUR J J U U --O##-- REGRADED V CONTOUR z 6 6 0 Ex. (REGRADED) CONTOUR W � 3 u p p U 4 STORMWATER FLOW DIRECTION _J 89'05 00"E a2 00' N 8905'00"E. 42 00 a ` Cr 2450 _ I - 23��--1 /` 235 X) 23354 QI -----�,�' 234 50 235 W — 2�00 ' 1Z 1 � `, T�2 236 ��99Qr< Z23502 1 ;y ! L� 1 Z " ^ O � r— f 234.52 f \ '�° \. 'j—) I i 2 '�'! — vARiES— VARIES J v �1 1 235.40 12360 0 235.09 238 25 1 ' 1 23x.10 235 10 /, \ 234 99 1 237 7 = O z u 1 r-23— S.9 L23r 8 49 23814 �_ J /• 40„�,�— _ —` 237 64 A VARIES VARIES < O < Z 235.28 I i / 1.3E 1 t —1 L-- 1 -- +---- U < C1—' Ilk236 9S� / Lor) O v x234 78 1 23560 134 2 236 ae 237 75` 1 C � \�\y • �3s.,o I 2:�4 42 0 6' CONCR£TE CURB . i I ao 5' CONCRETE CURB - PER STD. DK 125 23560 r PER S TD. 0 WG 125, SHEE T 8. 235 60 -!;r-• - ,.• '• '.'� 2 236 ST t 1 ,� 3510 , 97 SHEET 8 3' ASPHALT CONCRETE (W/ SIDEWALK) zas.t+z �� _;, u ... 23>s m I'` / 2s6 00 I 1 (W/G SIDEWALK) CLASS 'C" 1 - - r-� L_ .. ,• •*� „• AGGREGATE BASE, COMPACTED t =..li_•z'.�._c` . ( o TO 95X R U.D TYP --N 60 237 19 1 i . 236.04 3669 237 1 G 237 75 1 235 `^ 6AGGREGATE BASE, CO 11PAC70 ?350 1 1—__— 2.%69 — 9 i TO 95% R AAD TYP 7175 SW BEVELAND ST 785 SW BEVELANU S` TAX MAP 2S101AB TAX MAP 2StO1AB Z TAX LOTL 7155 SW BEVELAND ST. 2000 TAX MAP: 25101 A8 t"i ' 1 'ti 7115 SW BEV£LAND ST �, ( I TAX LOT. 2210C LV TAX LOT: 2100 �+ '.• ,.I I ..• TAX MAP- 2S10'AB i PROP "—STORYL_j . '� ` N TAX LOT 2201 � � OFFICE BUILDING " : ''ROP 2-STORY 1 TYPICAL - 1 OFF'CE BUILDING CAL CROSS SECTION PARKING LOT •� (NOT TO SCALE) L Q 2: .023 35.02 •�: ` .� I237 1D •r • j I _v 2 60 A 236E t ■ / 23625 235 75 ®I . 1 234 t 1 235 67 39 --- � • . __.�— _ 236 6s S.8 'US(6"W. 42 00' 89'05'0 w: a2.00' L 23100 23° 2=6 ' 2}7111 237,47 `s d '~ Goo XuZ�lbLJLJ 4 / ca SW 8EV,#LA1VD 3T —1 - - _—% - --- -� Itt N LJ cy) 00 �..1 > IRt z LID i I W � WO m w � o � — b cn W) 0 a- 20 0 20 a' SCALES U 1' 20' HORIZONTA+- 77— i + 1 1 1 1 iUPON 1 frnw s 4 suiilM�kti?era+dt4 ri°!l k�A1F »�Y-jsk•x�.+ . t oT ,111+ r, Init1 H 11 t 3 ,.',n'!f LES 1113K.TY STRIP F172,.. 2f 22 23 24 25 ? _ Q ^ c, IOZ V .. v_.: t!tl k dildl ifillif fill 1 1 1: f I 1« II 1st R, , Y F "I G L v w Vol* L=c, w F. f lY�F tµr„ I, I I "r V w wLn (� S fti -i z G in v U I z 1�j LAJ G1 p Q Z z Y O? + U 3 LAJ C 4 lea 11 � Q '4 i W N �b \ W i I LLJ o a1 N cv N II It \ 'd,r O W U •_ LAJ �� �✓� Ln � 7 Lo O z w 0.1 E z Q O INSTALL 42" DEEP LYNCH CATCH uo a o _BASIN PER DETAIL, SHEET 9 bf INSTALL FILTER MANHOLE STA 2+26.37 PER DETAIL, SHEET 9 - 10.59 LF G`� 12" PVC 11,28 LF OF 12" DI RIM ELEV = 234.00 STA0+17.54 (ASTM D 3034, SDR 35) (CLASS 50 IE IE OUT (12" SE) = 232.5'0 RIM ELEV = 235.83 S = 0.0019 S = 0.00199 BASE ELEV = 2.30.50 IE IN (12" NE - 231.50 240 - - 240 IE OUT (12" S� = 229.29 EX. GRADE ® CL OF PIPE PROP, GRADE ® CL OF PIPE EX. 12" STORM LATERA! - ---�` 236 - '�' (� 236 ' ■ . 101.2 LF OF 24" DI DETENTION PIPE -- - I r T 232 I it Y_�_ (CLASS 50) -- _ 88.47 LF OF '2" DI _ EXISTING STD. STORM WA IER MH I - S = 0.0019 (CLASS 50' 32 STA o+oo -_ � s = 0.001 Z � RIM ELEV = 235.23 INSTALL SHALLOW MANHOLE INSTALL GUTTER & CURB INLET ® (� IE IN 12" N 229.20 PER CWS_ DWG. N0, 040, SHEET 9 CATCH BASING PER CWS DWG. IE IN �12" E = %29.20 228 STA 1+26.62 N0. 225 SHEET 9 _ 228 '` r" I r ' l"" 'yti'i = 229.0 11 RIM ELEV = 234.90 STA 1+37.90 IE IN 12" W - 232.11 RIM EL1=V - 234.59 L j INSTALL 60' DIA. FLOW CONTROL IE OUT �24" S3 = 231.91 IE IN (12" NW) = 232.33 MANHOLE PER DETAIL, SHEET 9. IE OUT (12" E) = 232.13 Lu STA 0+25.44 DA7ZIa/ ELEV _ DATUM ELEV � RIM ELEV = 236.00 224.00 _ 224.00 IE IN (24" N) = 231.72 IE OUT (12' SW) = 231.52 ^ o o N ORIFICE SIZE = 3.75" In i° ^ L6 M LLO BASE ELEV = 228.02 N ccU 0+00 0+5 50 1+00 2+00 � �• Q r� Lu i1 PRI VA Tt _ STORM SEWER PROFILE �b. L11 Q 00 oc CL w a z w O � cr a tn CIA k t, •' O Lel CT) G z QU W � � o b-C r O N . •r-1 <v Z O In HORIZONTAL: 1" = 20' VERTICAL: 1" 5' O 0 20 40 60 5 -r ii ...- ,..... •'.' „. ..: ,1 Fo..w.....,r...:. ...,,,..W.a.,.: ...:.,a.l;`a.�dYJi�y11M 1 w"a,,�°�`'Ir`S +:,'" '"'""�� s- .- "• Cim�Itll�, III iIIU�IIlI�IIII�IIIV i IlllllillI 1111�11115 1111 j IIII IIep1 1ijIIII 111 III I tiIYI1iMl iOLEQ�IL�STRIP ei YI W1i1aJI 11b11:1w I t IIII I III2i. i.I illiII3ilu IllIi A11. IIE pCm I Iilliill 11 II-1._1.+.I..IaII1l,.8 it11191- jl I?l i iOl�l lll1121 121••2• ,ll•lli,.23 ll241 ti 11121115 26Il,illl IIIIIIIII IIIII1111 IIIIIIIIfI ��•�•� . . ... _...-..-.......,.,Y....,..,..�•,•..r......,.,.,...,....�,�..,.:., .. . .. .. ., . e9... ' TM 217 2Ia 2151 310 �s 4 + 1 0i t , , h c, i r yya. l ! QJ d • ,•. y •. , BUILT-IN WHEELSTOP '`. Ow LIP �. i LANDSCAPE CURB '< 0 2 6•S' I i •� r z 1 35 44 cl o . - 234 94 7 z Y o I 1 P� ; . . . v' 234. v, a w a 4.7 w Ir U a. X y x j � •• ., . -�J2% MAXIA• . '• ••• .. ,' :� 't••� ,•., •. --- �x 5 CD .•; .. / ,: . • • � •• • .• /. �. x 36.97 ` . . ' � � �.1 •• •• • . • _;"'' '. ' •` if `��v 0 2 66 zx . • �2�d NZ Zs - I ` 123618 237.19 z 7 • • ' 36.18 '36.47 • '• f /. t .048% K • . �, li U� 1 CN } z \ � �' 1 •,� r` O W U r ti4f�` •• •• •� '� '� � r ^• � k � � \ � to i " ', •� F' 234,7 = 1— r 234.78 w w� < LlJ V Q Cr a X35 a6 V; o a ci A " 234.9a Ir ►, 237.19 1. I 8.5' a ah• ;-" o Q CURB RAMP N0. 1 _DETAIL CURB RAMP N0. 2 DETAIL CURB RAMP N0. 3 DETAIL 5-; _ 2' — SCALE: '' = 2' -- - - -- _----- - --- - _ — SCALE r" = 2' : � Q EXISTING DRIVEWAY - 4 FSA MATCH WIDTH & GRADE 3/4" R -� 6" EDGE A -� R W LINE .J VAPIES SEE NOTE 5 //- SEE SEE NOTE 4 6" 5" - = r ---- DRAINAGE 61 OCKOUT 3" I D. PLASTIC SEE Z Z PIPE W/COUPLING 5 IM NOTE 4 SIDEWALK R / B SEL " DTE 3 4•,k,,. A • 16" 6w - ' Q o0 0 ° oo OLAJ C • I 0 0 . Br o® 30' MAX 10' VtN 6' � o GAG -- G , PLAN i CURB JOINT I Z t USE EXISTING EXPANSION JOINT — — 5' MIN. — SEE NOTE 5 ROW r OR SAWCUT AND PACE COLD �- JOIN T. 1" EXPOSURE U ROAD � —�-11.1^ 1. — •-W — - CL NOTES: ELEVATION b-B I� - 2" OF 3/4"-O" BASEROCK 1 TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH DOINT OF TANGENCY i COMPACTED SUBGRADE OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACINGIII 41 Z ;b TO A MAXIMUM OF 20 FT. STREET ►, ' cn • * 3 �r 2 TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL "• ►. ,. —s" SIDEWALK ADJACENT TO CURB 4) WITH A MINIiMUM THICKNESS OF 1/2 . � • •;.' � , 2" OF AGGREGATE r (3/4"-0") COMPACTED 3 TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART •1••+ V- WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. SECTION A— A CURB NOTES � N t\ t N �.� m Oc d CONCRETE BREAKING STRENGTH TO BE 3000 PS, AFTER 28 DAYS. NOTES: ,,RI Ir 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE Q v r 1 THIS DETAIL MAY BE USED WHEN PRIOR APPROVAL HAS BEEN OBTAINED z o0 / AGM DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF ? FEET FROM CI'Y ENGINEER. OF 1 -I 2" TO 3". L o AND MAX. OF 3 FEET FROM PROPERTY LINES. Ic : c} p ww ONO rtkF+ i 1 2. CONCRETE COMPRESSIVE STRENGTH SHA_L BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 2• °ANELS TO BE WIDTH OF SIDEWALK, MAX 7'-0", AS INDICATED ON ARCH'TECTURAL PLANS b i 3. EXPANSION DINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 3. CURB JOINT SHALL BE TROWELED WITH A MIN 1, 2 RADIUS ALONG BACK OF CURB. UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. \ Z o 1 4. EXPANSION & CONTRACTION JOINTS SHALL BE 1'2" PREMOLDED ASPHALT IMPREGNATE ►- ^ 4 FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE � MATERIAL OR EQUAL EXTENDIN„ FROM SUBGRADE TO FINISH GRADE. 1K > CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. ^� U y ttI niM Q. ` 5. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. � 5 SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE R IS USED OR IF SIDEWALK IS INTENDED AS PORTION O- DRIVEWAY. AppooCURB 1', \ �D o �T NO SCALE Ir•Rrto e. T `---- -- OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. O ACUSTIM P. Ol1E"1A1 – i _— —, I NO SCALE c ., fiMOsE[IING 0[FM1111[Mi ACUSTIM P. OUEMAS — + - ["a"[!�''� �"�+ +T 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DI�METE? V a�ISl�fp owC No ~� CNN= M 0 D i F I E D owc NO. ,�»�• �rkb _ ___.._.__. STANDARD CURB „2,S. 44U a." ` •rn„ MAW" 1il� nom opto�anr3 __�_.� _ PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PACED OVER PIPE. aT� r « •..� on -- I 25 - = c -"r MAWCH i tie DRIVEWAY oA 1 4 3 +• i alltaEel wwOwa s�R 1 f CITY OF TIGARO 1 -- --_—•�. L_—_ OR'tOI ; APPOOVAL OAR 4 - i "- :...k;+,'..zk..< „ ...-. .;u,atoe+,W4.a...•,.+wwtry.w +w..,wrr..,: u.aµ ,..,+: '.,,.iY.y:r,:•t",I,MMMYiNMMik. :', Crn !it1)ti11 IIht11!i, Ililllfi: fIl!IIIL Illi I!II Ilft !t11111! Illitl►1! tll{i11!I ul! Illt I'�!!I!!!1!!u,!,sl.. �:. LEGIBILITY STRIP ' p I I { I ) + I1 Itll It�, ,Ills„ t,i ..t I in,Illll ulii i, ulna! � Illq! il Iiii ,; ;I! ". I :, , . 4 1 tO�T.tCOX IO I I � I� 14 � �6 17 tF3 19 20 21 2r 23 24 26 26 27 26 28 30 A `• bl ( MpNI JO �n . i � - . . ,.__ .... .. _. .. . -^MIS!•'... .. 4iy ey •i; a: YI _ ... ITN Q z: o W Of Z N SAWCUT NOTES'. BSI SEE STANDARD DRAWING N0, 253 I. PRECAST MANHOLE SECTIONS SHALL CONFORM TO I FOR FRAME AND COVER. SURFACING THE REOUIREMENTS OF ASTM C-470, AND APPLICABLE MAT04 CASTING MATERIAL PROVISIONS OF STANDARD MANHOLE, NAWNG NO. 010. TOPSOIL 2 NO STEPS REQUIRED. OA AS ]. PROVIDE SPECIAL DETAIL FOR CONE SECTION LESS THAN • a L< DIRECTED b•. FLOW BASE MATERIAL d A A_ - � - w w & m FRAME AND COVER - U U C CONE i O o `•' a w V ; a 4d! OS •9j dj Z Z u a b • 8 o 0 o cA Ir PLAN VIEW RECESSED CURB INLETS If TO BE REINFORCED �`• 'mss CONCRETE INSTALLED IN o "' LIAC ACCORDANCEiWITH cuNe TOP N0. 22e W • �'R6e a C 3 PAVEMENT d.l FINISHED WAGE A : I I � FOR CASTING A FRAMEt .• (DRAWING W. 1105A/'ST) WMP HOLES • I 0 w a' MM B• MIN • 1 • O B• MW BEOOING BELOW . 21• OIISD[ OF PPE BELL ;. ^•�i j I I SAY I_ <L" 2' MIN FROM TOP OF MANHOLE t.. 3 '•••' •• ` pl a (/l U OPE TO MANHOLE CONE :( '< . m N .1. m SECTION SECRON -♦ N •RA.L� 1: i e' iqi POURED IN ` WPLAM z zREAN \ p MWIYU4—y •. .• FOR PRECAST • .. N J N Y • vett10 L\p TRENCH FOUNDATION •i,:. •MJ..:.-:,•.. ; 2E• Uj STABILIZATION. AS REQUIRED a C wZ RPE PER PLAN PIPE PER PUN SECTION A•-A SECTION B-8 Jt•: 'I•i.J'..:..?!a•.,J.. B' MINIMUM CONCRETE NOTE& a s 17 a o ♦ ..<,•. . . ..`.a . 1. CATCH BASIN SHALL BE CONSTRUCTED W ACCORDANCE WTH ASTM C-47a • • O ° j 2 INSTALL MEN EN DISTANCE FROM TOP OF ORATE TO FLOWUNE OF PIPE IS p�1s,��0p' GREATER THAN 45', SEE STANDARD DRAWING NO. 100. SET FIRST STEP 12' FROW NOTE: ��12. O 3i -0' ]. STALL STRUCTURE ON MINIMUM OF r OF W-0- COMPACTED BASE MATERIAL OF GRATE COAP%CTEO BASE 4. REINFORCEMENT FOR PRECAST CATCH BASIN SHALL BE RERAN MEETING ASN 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. RDD" A-615 GRADE BD OR WELDED WIRE MEETING ASTM A-497, 2. JOINTS TO BE TACK AND SANDED. 5. AMID TL CE CONCREATE SHALL HAVE A 211 DAY STRENGTH OF ]COD P.S.I. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. e. CHANNEL REQUIRE 214 FLOW THRVOGH APPLICATIONS. AS APPROVED. ALL OTHER APPUCATIONS REQUIRE AN IS- SUMP BELOW LOWEST PPE INVERT. SHALLOW MANHOLE � GUTTER & CURB -�' U• P. NO SCALE Clean%a Ser es � INLET CATCH BASIN aeanWk;r�`Y Services AOVS,RF '. QOEN.B CG- 2 Q1 °'°"ELW'm.KMIL"' en�� TRENCH ON, Np, DRAWING N0. 040 FC.15C < ._ Dul<Puunnenl i<<La DRAWING NO. 225 REVISED C2-^3 Om<omullmmlNd<.I. �S yy, INE as MILL aln _ Waa WIZ S-EEDDF MAIICll19" BACKFILL 18 0 OT, OF nGARD Y SM 4• --- J C10M YEN\YR ' _1 GENERAL NOTES PRECAST MANHOLE °"'"^" 90• = W STORMFILTER• DATA c Q III Tl.Tawara..nwA<m.N+<I1WN1,raven.Paon Im.T-la->Nal ti.r« 11 Il.11 Ily�ll :l w�•IaIPOY"M P�maw i ia��ai«aua mn P aw.m w M w IBo <B' W C' s1/KIAV IW CR.WINKKNW III S rAaaK1[G s 1(NnY.¢.T. ' rR ]a U cc 2�" DI DETENTION PIPE •I Ful.ro MA[r Fr.Ic IR N IrGor4W a.[w+a[R MR nav,m s.can.<Ia a' sD"'R e E,,• W A. o<Wla >N.0 cc P. WI wMRY.•MI MMrt ro Nc fEa(0..Lxan¢n.Ir 4aN®Wn.YI II.Rvw E IN 231,72 m W r•BIRLG Fr min<CTVI i<i"I<P1p.'aw�Ti O W1.II[CNr nPMtlal LOIRC 1n n-Fp rK MRI[.ST.0. F9 w M[I GCMG a.O/FlP„Im.mn 3 N SPECIFICATIONS r Ela rltanm lounoa '�• qi IRK 11FICNR Fu R WM a M FI(plGlla ap aYMG 1. ALL WELDED STEEL CONSTRUL'ION. 12 PVC 12. 10 GAUGE STEEL MINIMUM MwHNE55. r.•FuaFna.IB.mW,< IE WT = 271.52 Lf J J 2• THICK HEAVY DU'Y CAST IRON V•NITWIT..alar POSITION STEPS AND FRAME J STD. LADDER I GRATE. ` <wA w..AW ADACENT TO SIDE CARTRIDGE W STANDARD CAST IRON GRATE I �`•'�"��' >F SECTION A-A 4. COATED INSIDE AND OUT WTH A ASPHALTIC PAINT. /��,.•\ I_ ASPHALT PAb1NG MANHOLE FRAME ------- --'-" 5. OPENING Od BO7Tp/ OF WATERSEAL I / \ \ A �1 F4r� _ AND COVER TO BE GREATER OR EQUAL TO AREA RIM ELEV . 236.00 IN OUTLET PIPE. ]D' FRAME s 6. STANDARD DEPTHS '. 30'. 36•, 42•, IB' AND COVER (STD) ry CONE OR / 7 MANUFACTURER DOES NOT RECOMMEND FIT TOP �\ / LOADING CATCH BASINS WTHOUT PROPER \\�� \ a I SUPPORT UNDER GRATE iRAME - __ • -\ • f MANHOLE STORMFILT ER' - PLAN VIEW A A PRCCAS.n ry' • _ STEP (TYP) SCUM BAFFLE PLAN VIEW AGRATE FRAME W/ 3000 Psl PULL CHAIN STANDARD CATCH BASIN INLET PIPE CONCRETE —� ^'� WATERSEAL -BY NDNLOCATION 12' PVC O 0 5E CUTLET COLLAR FOR NO-HUB SIZE AND LOCATION - WITH MI MINIMUM CONNECTOR AS SPECIFIED VACC NN RPENING ER I ►H ACCESS OPENING • I n^ �}. OUTLET RISER WI F IE OUT . 23152-1- 1 31 52 1 1 ` \�24' OI O 0.197[ '1 - I (SEE DeT4L) 1•_9• 14• QJ j6 I �IE IN 231,72 ^10' W OITLET qPE SRIB TO FLOOR < BASE ELEV • 228.02 m I (BV STORMWATER MGT. MC.) 2+y rf UNDISTURBED SpL -- e DIT 00 • BOTTOM ORIFICE - W :100, 3 75' O 231 02 9 : L W < 00 f i " U B' TOPPING Sue a ve• 5 v2' I� cTO O INVERT 9+ PRECASTER �UNDERDPAIN PIPE TO INVE T 3 L 0 N i R THE Lynch CCI., INC. MANIFOLD -� I _. . v7 ,a _ BOW FLOW CONTROL MANHOLE — a7DB �E AVE (S0J0)R12�O3825OREGON 97202 PBEOA$1 MANHOLE STORMf LTCR' •F'�• DUTLET_�R - ENLARGED VIEW ^y Z co l ,_..y I-- 2�H°R 24*0 STANDARD CATCH BASIN Y� �./ a aECTIQN DRAWN By: BPf I la 97 /•M 1 B�4 ra—.��:•— C-- N ve ! Amaro 9B° 1MMt lR>•/Llw'BEIN EWIBMf O m ec —FILM AA � EO ✓ M pL s.avn (, —__ CLEGNMLT1Y!TRIP IQF:.I u'13, .,'llialil nnln ' Iei1e11zI' :II eI" o o zzz D' 24 2-:I' _'—"�-+.•7.,.: '.,«L_ •,....wr...:...F..�..-FP. '• Jy; . . 28 27 28 29 3v 25X r Et 11 OI NBN11y1 I .I . .a' OJr•a I d q•J `J G I :y 1 ` I LL TREE PROTECTION STANDARDS LEGEND W r 1 ROW 1 PRIOR TO THE CONTINUATION OR MOVE IN OF ANY OTHER CONSTRUCTION PROPERTY LINES RELATED ACTIVITIES, PROTECTIVE FENCING SHALL BE PLACED UP TO THE AREA --- - ---- CENTERLINE DIRECTLY UNDER THE DRIP LINE OF THESE TREES, OR THAT AREA IDENTIFIED PROPOSED CURE] IN THE ARBORIST REPORT, --- ----- 2. AT NO POINT SHALL_ PROTECTIVE FENCING BE REMOVED OR BREACHED WITHOUT EXISTING CURB z WRITTEN CONSENT OF THE PLANNING DIRECTOR, PROJECT ARBORIST, OR CITY PROPOSED STORM SEWER FORESTER J EXISTING STORM SEWER w ,,, = w J 3. NO TEMPORARY OR PERMANENT DRAINAGE MAY BE DIRECTED INTO ANY AREA EXISTING SANITARY SEWER � -' v v THAT WILL AFFECTIVELY REACH THE ROOT ZONES OF THE TREES TO BE n I PROTECTED. IF NECESSARY, INSTALL DRY WELLS, DRAINAGE, OR DRIP EXISTING WATER LINE z LL; WA IRRIGATION TO INSURE WATER CHANGES WILL NOT ADVERSELY AFFECT THESE z z iNe O k TREES. EXISTING GAS LINE IL g 3 w a 4 NEITHER THE CONTRACTOR NOR ANY RELATED PARTY THEREOF SHALL STORE j" HONI $110 EXIST OVERHEAD ELECTRIC LINE o r � a MATERIALS WITHIN THE PROTECTIVE FENCING, NOR SHALL ANY MATERIALS BE PROVIDE PROTECTIVE FENCING.- --_- - uE --- - PROP UNDERGROt1ND ELECTRIC STORED WITHIN AN AREA THAT COULD CONTAMINATE OR CAUSE HARM TO ,LNERAL NOTES: 11 FEET FROM BASE 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 e32. EXISTING CHAINUNK FENCE OR LEAKING EQUIPMENT. SPECIAL CONDITIONS REFER TO THE 16 FEET FROM BASE OF TRUNK, EXISTING INLET REVISED ARBORIST REPORT COMPLETED '7, � 5. IF ENTRY INSIDE THE PROTECTIVE FENCING IS NECESSARY, THE PLANNING BY TREE CARE & LANDSCAPE UNLIMITED, 3 j� 3 4 0 ,1 :f PROPOSED INLET = X 0 � DIRECTOR AND CITY FORESTER MUST FIRST BE CONTACTED. ANY ROOT INC , DATED JUNE 9, 2004. PRUNING OR TRENCHING THAT MAY BE NECESSARY SHALL BE DONE ONL' - - (14 15 PROVIDE PROTECTIVE ENCING PROPOSED STORM !v1ANHOLF 0 0 UNDER DIRECT SUPERVISION OF THE PROJECT ARBORIST OR C!Ty FORESTER. 2 WORK WITHIN THE PROTECTIVE X21 0 6-1 1415 15 FEET FROM BASE I TRUNK. EXISTING WATER METER FENCING WILL BE DONE UNDER THEy 6 PROTECTIVE FENCING SHALL NOT BE REMOVED UNTIL PROJECT IS COMPLETELY SUPERVISION OF THE PROJECT EXISTING LIGHT POLE W FINISHED, AND ALL EQUIPMENT IS REMOVED FROM THE SITE. ARBORIST OR CITY FORESTER. PROPOSED SILT FENCE -%- � 11 -1 5 6 I 1 EXISTING POWER POLE l 1 - 1 X M X X X X X X�-•X�� 1 EXISTING FIRE HYDRANT ` EXISTING TREE TO REMAIN x ���-PROVIDE PROTECTIVE FENCING � PROTECTION FENCING STANDARDS x �X f 1 8 FEET FROM BASE OF TRUNK X EXISTING TREE TO BE REMOVED 1� 4 PROPOSED ST�'EET TREE 12 �"- 1 r _� NEW AC PAVEMENT :° .1- Q O 1 LLLrrr_ z .- \ v 1. PROTECTIVE FENCING SHALL CONSIST OF 5 FOOT ORANGE CONSTRUCTION 1 I r � 13 �\" A j 36 3 3 31 1 I r:i w FENCING CONCRETE FOOTPADS SHALL SUPPORT POST t J pl ! Ix \ = Ln oLo 2. SIGNS MUST BE PLACED EVERY 10 FEET ON PROTECTIVE FENCING, STATING 1 l ` ,Q �� I I� � z 1 Y� THE FOLLOWING INFORMATION: r r T-x� PROVIDE PROTECTIVE FENCING I Q Q O c LAJ Z - TREE PROTECTION AREA I '^ _ 12 FEET FROM BASE OF TRUNK. - DO NOT REMOVE OR ENTER FENCING •+ I ' 1 O a a 1F ENTRY INSIDE THIS FENCING IS NECESSARY, WRITTEN PERMISSION j �._ MUST FIRST BE OBTAINED BY THE CITY OF PLANNING DEPARTMENT 6 j OR NON-COMPLIANCE TY WITOH; TREE PROTT CTION STANDARDS CAN RESULT I 17 4 x IN FINES AND A STOP WORK ORDER 11-i �-}:�.i'; 3 of 1 T' 3 PROTECTIVE FENCING MUST BE INSPECTED DAILY ANY DAMAGE TO PROTECTIVE x �� ����� FENCING SHALL BE REPAIRED IMMEDIATELY '2�Fr'f 1 x •' 'a. >'� ! . `T .w. •/ , yet.-. f.��!�,.�� .. SJ/k1� I 4 ABC VE OPO1.IN0; ,; • ( .�• ! l� - I l 1 TREE INVENTORY TABLE _ ,x y•.. ..,,. �. . I 1 FREE NO SPECIES DIAMETER REMOVE PRESERVE MUTES EXEMPT I I , • ' ` ' '•�.•' r 7175 SW BEVELAND ST 7085 SW BEVELAND ST Z , TAX MAP: 2S101AB �x 7155 SW BEVELAND ST ( ,,.y; 1 TAX MAP 2StOtAB /~ 1 HAW?HORNE 6" A X u-STEM, HAZARD X TAX LOT 2000 TAX MAP 25101AB I,.'', 711 5W BEVELAND ST TAX LOT: 101 Q yr■ 2 ASH 7" TAX. LOT: 2100 T�yX MAP. 25101 AB X UNDER 12" X PROP. 2-STORY TAX LOT- 2201 1 PEAR 11' I x OFFICE BUILDING •"' PROP 2-STORY t x UNDER 12" � ' 1 pFFICE BUILDING X co O T� 4 ASH t1" UNDER 12" X 0 ,,.�!' ► 3 5 do 6 ASH 11 & 11' X UNDER 12", HAZARD 1 7 10 ASH 0", 10", 10", 10 X LEAN, UNDER 12 HAZARD X y ' �r w •' I L.L. r.. 11 ASH 15" cc X LEAN x 1 x 29 �• } _ I � L 12 do 13 ASH 9" Gc 10" X HAZARD, UNDER 12" X • �� � .`' 14 & 15 ASH $' & 19" X DYING X I r.• #' 1 Lu 16 -- 19 ASH UNDER 12" cc }� POOR X -- _- -_ - - --� --•- . 20 ASH 16" n ROT , ' �� _.��_ \ �.L� G0+00 ' 30 OC 2 ASH 10" A �( 3-STEM, HAZARD ., 1 _ .. ROW 1Q . X EX. STORM MAIN .z__,..��r. _-- W I " 22 ASH 11" X UNDER 12" EX, GAS MAIN �, - - (a � 1 23 - 25 ASH 10 13", 17" X DYING, ROT, HAZARD - - - - - - - - - - -- - - - - - ---- - - ---- - - - - :a X - --- - - E X. 8� SAN M A I r'I - -- -'— - - --- - -- --- - - -- - - - ----- - ---- - - 18.00' 26 ASH 9., X LEAN, HAZARD X — - ---- ----- - - ----- - _ _ - - - - - - _ SW BEVELAND ST _ - - --�- - - --- - - --- - - f - �.. .�_ 27 28 ASH 7", 12", 9" 11" CO-DOMINANT SPI.I'TS, DYING, HAZARD X 29 PINE 2'1' X CO-DOMINANT TOP, POTENTIAL HAZARD X - -- - �_ _- _,.� --:W:.r - �a r- - -- - - - - -- - -- - -- - -- ..._ � - -- - -- - .-- - _- __ , - -- •z � 1 I _ 30 BIRCH 17" -�> 4 31 APPL.F 10" � --- k X MULTIPLE TOPS X r, 32 ASH 20" STRUCTURAL DEFECTS, HAZARD X C s 33 PLUM 11 X STRUCTURAL DEFECTS, HAZARD SW BEVELAND ST - COMPOSITE UTILITY PLAN 34 PUSSY WILLOW 12" �{ STRUCTURAL DEFECTS, HAZARD X - " 35 WALNUT 9" x LEAN x t U� 36 ASH 12" A X 5-STEM, STRUCTURAL DEFECT, HAlAQp x 37 LOCUST 8" X NEEDS CABLE FOR INCLUSION h 38 DEAD 8" X DEAD X �+ `i wl, r 0 a' 1'• � l� � co 114, Q Z CG r� 1' L- CC (V bt li V) �- � O � rK. •"!!! rn SCALES HORIZONTAL: 1" _ �G I 0 20 40 1 r .k.e.,�rnM -yr;v/.•..r'.;r^rna�,i+iN':o+•^vyl.rh.•NA4: w . u"*C!•MI'+1�,•.<•.•,ti<'p•w.N•h. 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ERR ' i,q. a, mv�� -YluVlr�kce�sultW� I s t i t?,. ..• ... r :,, ,; •.; "'• tfopen•,;'itir:'rorrM�t+ r.�.^��r�vi•i:�ens�,iss�iitafwv.-�� �ar txa�ara•�,.zn,,�*+:_�,rr � ,. r. .:;.. wr.�a3r .. .. ..:' .•r ilk - V , 1 i S' -rte. :,.:.,:�-. •._,. - -. ......_.._..____-_-� �_.—....-..�,...._.�.._.-_..._,-_.._.. ._.._.._..,�.� �...__ __:__._..._.-__.-..__._.._.. .�..__-..._._._`-_.__---__-._ _��.___.�.�— .-�_._.._-__,..�___.._�___.._,._._.....-__.._...__.___...._r._., _.___,_-.._..-,_.,...�_......-._.....Y._ - -"'-_ - -- _-_. _ _ .,....__ .... _�, .. i. 1 I ' -- MILDRFN DESIGN GROUP P.C. LEGEND nk�FrrecruKr . SPALL. ANNING 7650 S.W. Beveland, Suite 120 / • / a 'Tigard, Oregon 9722:--8692 N / %/; o .• . // 8 6 • (503) 244-0&52- Vine Maple Pieris japonica 'Mountain Fire' - Japanese Piens 6-8 B&B, Well branched, 3 stem min. at base 5 gal cont., Full plants, Space as shown x 3 14 0 _ Acer palmatum - Japanese Maple o Pinus mugo 'Pumillo' - Mugho Pine , it I I c 7-8' B&B, Well branched 12-15" B&B, Full plants, Space as shown II 'i C 7 ' ' 40 Nol Sword stichum munitum - Western �► 'I _-__ f + Acer rubrum Red Sunset' - Sunset Maple C) 40 d F ern I I P 2.5" cal. , B&B, Well branched, Headed at 6' 2 gal. cont , Full plants, Space as shown I y 1 18 r c I O Prunus laurocerasus 'Otto Luyken' - Cherry Laurel • " Unamaecyparls obtusa - Hinoki Cypress I, I l 15-18 B&B, Full pants, Space as shown - - I ( 5-6 B&B, Full trees, Branched to round g 2 1 S TE �T i c Rhododendron 'Taurus' - Rhododendron-7 4& Y C • -- - - - - I - M (D Magnolia stellata - Star Magnolia 24" B&B, Full plants, Spare as shown • �' 4 B&B, Well branched ` O Rhododendron PJM Rhododendron M1( 11,%1 1,011RIE 3 I i "- -"- ► f I - o1lk► :sGr ytN 15-18" B&B, Full plants, Space as shownP rus raileryans 'Aristocrat' - Aristocrat Flowering Pear s ' • -- - �" 2.5" APEcal., B&B, Well branched, Headed at 6' o - _ 10 APE F., AR Rosa nutkana - Nootka Rose 2 gal. cont., Full plants, Space as shown -- - ---- +! ► c - Thuja plicata - Western Red Cedar � Illi - _--- I 5-6 B&B, Full trees, Branched to ground Q 3 Spirea dougrlasii - Douglas' Spirea Z 1 M M LL R C 2 gal. cont., Full plants, Space as shown Du l0 ment, Acer paimatum 'Dissectum' - Laceleaf Japanese Maple ® 5 S m horicar os albus - Snowberr 1�.L.C.C. I Y P P y • , -- c 24-30" B&B, Full plants, Space as shown 2 gal. cont., Full plants, Space as shown Arbutus unedo Strawberry 'free e 20 Thuja occidentalis 'Smara d' - Emerald Arborvitae 14915 S.W. 72nd St 1 2u() 5 gal. cont. , Full plants, Space as shown P 4-5' B&B, Ful! plants, Space 3S shown "regard, Oregon 97223 Lm ,.. �. 19 26 Rhododendron Macrantha - Macrantha Azalea CL) Viburnum david- - David Viburnum I I IIr L I SW BEVELAND STREET12 1 al. cont., Full !ants, Space as shown � � - ___ g P 2 -,al. cont., Full plants, Space as shown 7 155 Beveland Cornus serlcea - Redtwlg DogwoodO Viburnum tinus 'S ring Bouquet' - Laurustinus Buildings _-_:-�_--- - --:------- ----------------------- -- - ---------------- r.-_:� _- .---- ----- 2 gal. cont., Full plants, Space as shown 5 gal. cont., Full p!an ts, Space as shown ' .�. .._ _... 5 P Hydrangea macrophylla - Bigleaf Hydrangea .. Arctostphy':os uva-u"si Kinnikinnick r 5 gal. cant., Full plants, Space as shown1 gal. cont., Full plants, 4' o.c. 155 Beveland Tigard, Oregon 14 y ; (81 -- Ilex crenata 'Convexa' - Japanese Holly Leucothoe axillaris - Coast Leucothoe ,t --- ' 2 gal. cont., Full plants, Space as shown 1 al. cont., Full plants, 4' o.c. �IIE`I 1 Ills: l . _ Landscape Plan g \ r 'b` 0 - 22 Ligustrum japonicum 'Texanum' - Japanese Privet - Sarcococca h -humilLIS - HlmmalaY an Sarcococca L ai scape � Y,' o 10 20 40 5 gal. cont., Full plants, Space as shown 1 gal. cont., Full plants, 3' o c. Plan � 'c - -29 Myrica californica - Pacific Waxmyrtl�- -- \t Inca minor - Periwinkle Notes 5 gal. cont., Full plants, Space as shown 1 gal. con,., Full plants, 4' o.c. '` 1 . All new landscape areas to be irrigated by a fully 7 I f1 automatic underground irrigation system. -- Nandina domestics Gulf Stream' - Heavenly Bamboo }, 2 gal. cont., Full plants, Space as shown 2. Required 50% mitigation of removed trees (34" total) I' 6 KcvisiT,ns: has been achieved by inclusion of 7 Western Red Physocarpus capitatus - Pacific Ninebark Cedar (21" total). 2 gal. cont., Full plants, Space as shown k i 1 RIGHTS PESERVED MILDRFN OESIpN GRWP_ P G„ 2eO,i_. '1119 DRAWINGS ARE THE PROPEPIy OF MIt jAN N DESIGN GROUP, PC, AND ARE 140' TO BE USED OR REPOODUCED IN ANY 'AANNER, EXCEPT VAD4 THE PRIOR WRITTI I ;'FRMISSJCIN OF MILDREN DESIGN GROI/P, F.C. Date: 06.11_ Urawn I,y: Checked hy: I MLO MEO Job Number: ~� 103317 a Sheet �/ l of: i r Building Permit Submittal — JIu1; lh, , ! _–. ......�.�_.:._.._.�_._._.. —.._- ••'mow +.. ,-,-... ^ylR I I IIII ni I .. .. .. - I IIII II 1111III . + 1II11Cm { lhull IOmlcm a 123 III1I3 14 Ie 7 lyL80l811.ITYSTRIP ''' •. 1.ecadr ,_....._.. ... ,: .. _;.. ...,rn ,:.MY�1F:'id` .... 1c.4WNk 1rp0lMfH.%Y+94k{�Y`5�dlwtip/hYM.V.T4�,.jp'iSY 'C,{I c 22 2q 2'S 26 27 2 8 ?_9 3 O I'I 1 g I t 1 O t hF I `. t G I ,F ' I It ...r.ro Y �I ,r i -