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11565 SW DURHAM ROAD-1 Keynotes 1. EXISTING PARK SIGNAGE /4; `. PACIFIC HWY — 99 W MILDREN DESIGN GROUP, P.C. ARCf1r1T(_MRB • SPACE PLANNING 7650 S.W. Beveland, Suite 120 — -- Tigard, Oregon 97223-8692 -- (503) 244-0552 TT General Notes - — I LOADING AREA: NO LOADING REQUIRED EXISTING _ EXISTING BUILDING B BUILDING A _ — -� d0 b \ . Q - - ARC, XA on Z -- - — — K O - 1 \ M N } } /". I PnRTLAN . N 0 0 i - VL \ �, ' \ EXISTIN1111i OF N 131.02' N tlfldb T37• f , � \ \ Owner: 0 0,4 Tn -, Doug Fry `9vi-K N V - _ _ - �I n w b PROPOSED o `t 2423 Remington Ct. r BUILDING F - West Linn, OR 97068 Pro Wet: U EXISTING BUILDING D ,- _ - Building F I i �� - - - - — --- --- t --� - -1 _ Durham Rd. �� -- nx (�.�,-%�� 99W & SW �A )i d \ Tigard, Oregon `e, _ Sheet Title ,\ &.te Plan i EXISTING BUILDING E . _ SEE A1.2 FOR PLAN - �r _ xn /l I - -- AREA OF WORK \ a RD MART RD a GARDEN —. . ..1r^r�_� Rn A"1. TAYLORS FERRY RD Revisions: n FH '�\ I Mtn - - t Cooper .F IF_ FSU � pA _._\ K OMW S G�F)T G ...........( _J \ppr led. ..............( ) I QD ,I nngUTA �T STEPHENa--N on ionally Approved.......................... For ly the wotas describPER IT NO! r� J ( ): \ \ �o RD i/ .tarlu' a iIM see atter t0: Follow......................................... Site Plan — M+., Tlgar �A Attach . k4� d� A G� ���Da�t}efj�� � Ob Lake D Job ddr©cs:&S4- .x_j - 1 Du MC LD ST ,KRUSE ,fall r+ NIXINTAIN � AS�f �,�. Q LL _BQNITA RD t1� KIND�'y y King CI $ AT?LEN S q� ` ` e IR > > HD RD RD �L `rrJUL2 , LV 10� ?4 REEN TRE t - Lill I OF I,CAH Dur 8101 1NO r+l,ile_ I.., TVALATIN_ Rn - HIL DS '' �'PD• �'_. R �t � MILDREN DESIGN GROUP. P.C.• 2003, ALL I �Ny 7ualnt — vergr RIGHTS RESERVED (�1 —J k1 SAr¢RT RD s� � 1 FIFSE DRAWINGS ARE. THE PROPERTY OF AVERY ST � MILDREN DESIGN GROUP, P.C., AND ARE Rn - EnY p NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN ° p w 41 PFRMISSION OF MILDREN DESIGN GROUT', P.C. sT d Sherw n a `'� 1 - Date: _ 15 July 2003 surlsET eLvn q, West LIrrY, Urawn I)v: Checked by Fr_ BK WEM Vicinity Map Job Number: 102234 Durham Rd. 11565 Sheet of: SIT2003-00024 /� 1 of 9 VICE COP Permit Submittal - July 2003 A 1 . �'FICE CUFY`' NOTICE: IF THE PRINT OR TYPE ON ANY C III III III III III III I I III III III I I III III I I I I I I f III III III I I III I I I 1 11 I I I, I I I III III I I III III III III III III III 11111 III 11111 11 { I I III 1 1 1 1 1 1 1 I I III V I I I I 1 f �I SII 14 �I s �r s �.. IMAGE IS NOT AS CLEAR AS THIS NOTICE, � ---- 1- - -- ------1 _- -- - __1 - - _-1------ 1_---- --__... l _ -- � ----._ __. - ---I --- _ .1 -- ---- ---- 1 - --.1__--- —__ -__.I IT IS DUE TO THE QUALITY OF THE _ -— -- — - - - - ---- - - -- - - _ _ --- - - N,13e ORIGINAL DOCUMENT JJI E 6Z 8 Z G Z 9 Z �ZI I�I 1111 IIII.,I� IIIIIIIII�IIIIIII I II►►�IiII►IIIIIIIII�II 11111I111�1II Ke notes 1. CONCRETE SIDEWALK - SEE DETAIL 1/A5.1 2. NEW ACCESSIBLE PARKING AND SIGNAGE - SEE 2/A5.1 L--- - , 3. NEW EXTRI'QED CURB 4. REMOVE EXISTING FLAG POLE MILDREN DESIGN GROUP, P.C. 5. AREA TO BE LANDSCAPED -- SEE L1 6. 4" WHITE PAINTED STRIPING, TYPICAL ARCHITECTURE SPACE gt.ANNIN(; 7. EXISTING CURB 7650 S.W. Beveland, Suite 120 �_^--- �_----,� 8. EXISTING SIDEWALK Tigard, Oregom 97223-8692 2 9. EXISTING PAVING (503) 244-0552 10. EXISTING LANDSCAPE 11, PROPERTY LINE 12. FACE OF WALL 13. BIKE PARKING FOR (3) BIKES - SEE DETAIL 7/A5.1 J I I I I I I I 14. EXISTING TRASH ENCLOSURE I I 15. NEW PAVING • ^ � � I I I I I I i I I U _ I I I 1 I I ! 16. REMOVE EXISTING CURB 1 17. RELOCATE EXISTING POLE LIGHT I I I I I � I 18. CARPOOL/VANP001_ PARKING AND SIGNAGE PER CITY OF TIGARD y STAN AR r I I I I I I I I 19. NEW 5'- 0" x 5'--0" CONCRETE PAD -----------------------— Legend { .. .'........'.'. . . . . . . NEW PAVING 3051 V . , ly (8) SPA(7`1 6 ;........ ......;..... Cl -NO. OGE';ON • 1 - ... .... . . ... . 9 _ / 0 F Oi`+ cn / Owner: a5� _- � ���� 5 DougFr � � a D" n ° d 4 a - — -- 2423 Remington Ct. • VIA West Linn, OR 97068 . ., i `' Project: 109 _ - 7 Building F Lit Q 11565 SW Durham Rd. A ❑ - Tigard, Oregon 4 .Proposed Buildin � F• 9 • Sheet Title nlarge --_-- � - 5 Partial 15 Site Plan 16 14 18 01 / `,\ • `' Revisions: - '�- - I. 12 August 2003 , 3 Revision for Permit LV-1 00 12 MILDR[N UESIGN GROUP, P.(,.. 2003, ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PRf]PER1'Y Of NOT DESIGN GROUP, P.C.. AND ARE OT TO BE USED OR REPRODUCED IN ANY n i MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF MILDREN DESIGN GROUP, P C. i ( �fVFFt) Date: 15 July 2003 AUG z Drawn by: Checked by: 8 >Ou:� TJK WEM Site Plan CITY OF r)QA140 --- ----- QUILDINCI DIVISION Job Number: 102234 I U `l Sheet Durham Rd, 11565 10 L C} SIT2003-00024 2 of 9 Permit Submittal - July 2003 A 1 .2 NOTICE'. IF THE PRINK OP TYPE ON ANY I I I I ill I 11 Ill 1 1 1 1 1 1 III IIII III III 1 1 1 1 1 1 III III III III III III III I I III III I I I I I I I III III III I lI i III III III III I I! III III IIII 1 1 1 ' 1 11 IIII III III III 1 1 11 1 11 III III V I I I A 1 � 3I 4 - ` - 16 --� . I - -7 8 IMAGE IS NOT AS CLEAR AS THIS NOTICE •%l - ---__- _1------_-� l - --- --_ -_1 1----_ -L - _ _----_� - ----� IT IS DUE TO THE QUALITY OF THE — --- ---- - - ---- - — -- T -- - - -- No.38 as _.. _- - ;i ,, -- _� i ORIGINAL DOCUMENT S 8Z >�C GZJ9Z SZ 6Z SZ Z iZ UZ of i 8t Gi 9t 9�t �Ibt ET Zt tt t 8 8 I ILIIII f s I �9 ��III1 S v f (�II�II Illl �I� IIIIII��I�I��I�.WWlltu��ll�.�l�lltlil!►I> Iilllllllll ��LII���IC ��I II 11 Illl III Il 111111 Ill VIII ,, Illlllllll�llllillll�llll�llll�ll�llll� III VIII � �111�Illl�l 111111111111 l�l � I �� }} 11111«Illl�lllll I I II►�ll ,illlllllllllllllll�Illl�1111111 f o�1111114.1111 III II I III II x ---SEE SITE PLAN __._ --- --- - - -- - - -- -- - - - - - - - TOOLED 1,V2" STEEL TROWELED EDGE — - l i ' --EDGE, TYPICAL 6 ` -- - ' ---- - TYPICAL" MOOTH TROWELF_D JOINT a 2% CROSS SLOPE I f c0 I �_,_v _ i 4" CONCRETE SLAB �"""°"'•�_ A5.1 I I eA5. - - BROOM FINISH ----- - - -- I— •. ° �' • • ° ' ' ° ° �' • �TiTT WITH CONTROL JOINTSMILDREN DESIGN GRC7lIP P.C. —I I A T 5' 0" 0.C. I I --GROOVED BORDERS ON LEVEL --- - ---- - -- 4" CRUSHED ROCK I I SURFACE A T TOP OF RAMP ARC-HITEC-rURE ■ SPACE PLANNING/ PER UBC SECTION 1109.16 650 S.W. Beveland, Suite 120 7 BASE I I Tigard, Oregon 97223-8692 I -.--STAMPED SLIP RESISTANT PATTERN NE>--_.. __ _ CURB BEYOND - SECTION BROOM FINISH �_ — - _ - - - - - - - — � / �� PATTERN SHOWN) PER UBC SEC 1109.6 (503) 244-0552 -h - -- --�/g FALSE JOINT 6" CURB LEVEL WITH SURFACE SEE SITE PLAN - FSE_7ESE PLAN -ACCESSIBLE SIGNAGE h -ACCESSIBLE: RAMP TOOLED EDGE- 6p•f ALIGN WITH CURB BEYOND OF ADJACENT SIDEWALK PER STATE 3 WITH DETECTABLE_ WARNING \ REQUIREMENTS A51� 4" CONCRETE SIDEWALK WITH MEDIUM � -CONCRETE RAMP FLUSH PAVING SECTION- BROOM FINISH - - s WITH ASPHALT -- - 4" PAINT STRIPE (� SLOPE 1: 12 MAX. - - / 30' TYP. _--- - - �/ G 7 p _ p p p / -- e5l ACCESSIBLE SYMBOL --4" '-AINT STRIPI_S P SL P PAINTED PER AT 2'-0" 0/C TYPICAL I _ - I i STATE REQUIREMENTS * - �-11 _NOTES: DETECTABLE WARNING PER F .. ADA REQUIREMEN TS `' --- 1. ALL. ACCESSIBLE STRIPING 1 -p AND SIGNAGE TO COMPLY 4" CRUSHED ROCK BASE UNDER I '4 . AWNG I WALK AND CURB LWALK EVEN WITH _� i _ J I WITH ORDINANCE SIDEWALK TYPICAL �� WITH P ---- -- -- - - --- ---- \ ORS 447.233. CONCRETE � EVEN W1 PAVING TOP OF CURB I_AB A T------- PLAN CONTROL JOINTS �� 2. ACCESSIBLE SIGN TO BE SIMILAR CONTRITION -WALK AND CURB (TOOLED) \ X / MOUNTED TO SIDE FOR SLOPING �- -- j VAN ACCESS LOCATIONS • EXPANSION JOINT AND MAY BE CENTERED - - L NOTE: CONCRETE SHALL BE 3000 AT 20'--0" O.C. FOR STANDAR A ,. A T 1 E F.� T-0" 6'-0" STD. TYP. 1. D ACCESSIBLE PSI AT' 28 DAYS. 6 SACK - _ - _ 1 ,_0" • MIX, SLUMP. 1 112" TO 3" - 3" STEEL TROWELED SPA,.ES. EDGE, TYPICAL TYPICAL 8' F5S AT VAN ,i. WHITE STRIPING PREFERRED �+ ACCE. fRl_E LOCATIONS D, ORMON BLUE BACKGROUND AND BLUE i'Jypical Sidewalk ri Accessible Parkin Stall PAINTED CURB OPTIONAL 3 Entry Sidewalk-_ _ 4 Accessible Sidewalk Ramp OF •,A5.1 15A1 scale 5.1 1584no 1/4"=1'-O" ,-0,. A5.1 15A2+1�-0" A5.1 15A6 1/4"=1--0'# % CREATIVE PIPE, INC. "TB3--E" BIKE Owner: / RACK FOR (3) BICYCLES Doug Fr 1'-0" 3• _ `- --FINISH CONCRETE TO MATCH AL 8 ADJACENT WALK R11• ----- -- ----- 090" ALUMINUM SIGN PLATE BLUE REFLECTIVE SHEETING 5' Y4" HIGH WHITE REFLECTIVE '„ LETTERS AND BORDER, BAKED PWW WITH DAY:. ENAMEL —-- DISAMB PERMIT ONY �• VIOLAT TS WWI To �\ — -- 2423 Remington Ct. - - ORS 811.jr AND nMl -HANDICAP SYMBOL WHITE uPTo T���� West Linn, OR 97068 �- ORS 811.156 WIT'4 BLUE BACKGROUND + e _ VAN ACCESSIG!E -------- VAN ACCESSIBLE SIGN WHERE Project: REQUIRED W Building F --- -3' WIDE PAINT STRIPE ti a N 1YPICAL z --- �.--- GALVANIZED STEEL POST cv86" 1� rJ V s c; o ° CONCRETE WALK - SEE SITE PLAN \ � 6"0 CONCRETE FOOTING 99W 8 SW Durham Rd. z Tigard, Oregon 0 4" 10" "1 Sheet 'Title: - --2 -$b Site Details 5 International Accessible Symbol s Accessible Parking Signage Bicycle Rack 4 A5.1 1„_1'-0" -� A5.1 1„_1'-0" A5.1 15B2 1583 15E1 Revisions: MILDREN DEIGN GROUP, P.C., 2003, v.t RIGHTS RESE4VED Q THESE DRAMN'=S ARE THE PROPERTY OF MILDREN DESIGN GROUP, P.C., AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT 0TH THE PRIOR WRITTEN PERMISSION OF MIL61EN DESIGN GROUP, PC Date: 15 July 2003 Drawn by: Checked bv: TJK WEM t Job Nuinkr: 102234 Sheet of,: Durham Ro. 11565 SIT2003-00024 3 of 9 Permit Submittal - July 2003 A5. 1 .. .-- ...._.. ..... -y-....-««.w ..ax".", tEmncs��t':'�C$d'' .. .rry•a"x. .+a.«.•M.. :r:,. �...._._�... __.. NOTICE: IF THE PRINT OR TYPE ON ANY 111 111 I111 I-1 11 -- ..._ I I - 11111 Jill 1 ! 11 I 1g oosIMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 J 61 - -- IT IS DUE 1-0 THE QUALITY OF THE _ _ 315 -��• : � ORIGINAL DOCUMENT _ -- -- �F 8Z 18Z LT 9�L ��11 ib 7, E�Z Z i17 OZ 6i 81 Li 9i 9I ibi E:I Zt it I 6 8 L 9 4 b E Z T�ru� [I, 1111�11i�11111�11111111► I II�1 I ����I1���� ���l ������� ���II� �� ►��II ������►I� �� ►� ►� I i l� f1 1 �,► ��� I►� "11111811111111111111II�I� iiJ�ll111I1�I� I���I►��� ����1111111 IIIA �I �I i J � I � 1 I►111 ► Il IIIIII►�I 1�1�11I1lI�II�I�I1►lll�ll111llllllllllll�►II IIII�IIIIIIl�111111111W11�.� l�lll�l�h1111 --- ----- --- - -- r 189.43_.G 189.17 G i89 � 189.33 G 189.65 G 18"4 G ARB TOPOGRAPHIC SURVEY -Z Sp 1 SAN MH 3 v I- ��. \ RIM 189.14 � 189,44 G O _ PART OF A TRACT OF LAND SITUATED IN : � - IE 181.74 . . C) o C' <'' G► - ,�r ;� ° / ,88.96 SE 1 /4 SEC . I0 ,T. 2S . , R . 1W. ,W. M . / SAN. LINE �0� p1 -- �r / T�� PER AS-BUILT \ \ ��� W -_ City of Tigard , Washington County, Oregon / v (N 189.5's is •```S \` CB �� tx�O � 189.60 G / \ RIM 188.93 S IE 185.43 \ S \ •189.18 189.49 G SCALE: 1' = 10' °V 189.85 TC _ S \,� \\ - 2 c 189.19 188.59 G i 189.35 G ��-._ � - / • TRU. URB 189.45 SO 190.25 G o0 1 \ o L E.-G E!� D: / C8"MAPLE �°. SAN MH / 189.16 • .S` RIE 183.69 29 189.58 G 190.0 \:�,-TC = TUP CURB ' ASPH. G = GUTTER 90.14 TC \ \ w 4G ASPH. S-G- = GAS LINE . ' �`� �1 ---- - --- S _CB = CATCH BASIN 1 60-SD-= STORM DRAIN // �0 �Si C \\ �7IRON ROD & CAP-S- = SANITARY SEWER '; 189.70 G S 89°52 '07"W LP LIGHT POLE 4J *190.0, FENCE LINE •189.71190.29 TC UFL = FLOOD LIGHT \ •189,52 F- �- coFP = FLAGE POLE l` �G \ ' (9kq co r� Nro \ 3'S•S N rn r` � y = SPOT ELEVATION / ° S g ao �o HC = HANDICAP / 9° 1o� \ \ 8"PINE 1if 90 �� opo 00 M) 00 �'L °p -- --- -•�� WV - WATER VALVE / ` ��� �\\ \ 6`T G'�' • �0 EXTRU. CURB WM = WATER METER / 189.04 • C' •188.?. �G -W- = WATER I \ E LINE / 189.67 P • �� X00 a \ s 01 �' CONTOUR INTERVAL = 1 ' / �C°� / r' SD LAT. � C �G •188.4 18. 3 _ l // _ •189.56 PER AS / 8"PINE * / 8"PINE •18 r / SPRINKLER \���` r\4)°�� / CONTROL / BOX / y / ASPH. 186.4 SAN LAT. LLJ •191.0 PER AS-BUILT � . LII AS AS PER-BUILT 2-8"PINE 31AIE (� •190.3 O BENCH •189.5 �� I a7 12"PINE / / I •190.30 •',91.2 190.35 G / / �. q0 •188.7 v •190.7 6 MAPLE " VAULT ❑ v II IRON ROD & CAP 191.24 TC 190.313 • •190.2 SD 7 190 53 G �92-10"REDWOOD )k 1 �6 , c, N o/ t� fi J1 r \\ „� fhRU O,TC' 190.47 Tr Q'. •189.4 i G� �-- CONC. WALL N G •f C 190.51 G W 18"MAPLE \ 2:0"REDWOOD 9191E O •191.6 �. E 8"6-6"R197 191.08 TC J� SIGN ��- \ � V •191.8 • 191.1 •189.2 \ �� •190.6 o FL 5-MAPLE 31E C 7NC S/p 121.05 TC FP n� \ •190.2 \, 4.r_) ------T2- INE _ 191.21 TC �\ G `C �'' •189.8 7 0.53 G -.�-�_, ��_�` -�-� 66 BOULDER \_, For-: ° LE SIE ° Willowbrook Commercial Center CONCRETE `\\� �O,S �6 � •191.8 � ` - `\ \\ •189.8 (p �\ QR/t✓EwAY `\` '--C J'BOULDER 16"MAPLE 31E D` 00, 0 \\ W •189.3 WATER IV r, `•�_ •19 . 18"MAPLE W (APPROXIMATE LOCATION) ` - "mAPLE �- O 192.9 • •192.6 `~ ,\ - /�c' ~�- �� �_ - __ 4 � 9 ' •192. �`�_, _` Co F, -_ _ •19 ` . ` pfWgCK ^'-� `---- IRON ROD & AP ". 91.8 ��'�a VgULT - - ----- - 8"IRON ROD Jlfn Weddle and Assoc . , Inc. J.. -._ WV '. -- TPANSFORMER -, - ;1 IL ~ , ���° �N CC V Q _ LP PAD wM ° ""' 1g1 1 / 50 SW Skyline Blvd . Portland, OR 97221 �_- , FIBER ERC1iy f ° `"- - �oi�' OPTICS _ Q - _ -- - - 4 17 13'3,4 ��6�, - --._ SIGN 1° �� 2.92 -8083 R - 4.32. .46 � � w ,,opo• ''--.�_ -----_=�--... _ .__ .°�° W --__- ' BENCH MARK: � L - 130.02 - - Washington County Bench Mark No. 561 ----------_______- Brass Cap in sidewalk Northeast corner B = N 7 8° 1 2 �� ,l � W G -- - _ _ - ° - intersection Pacific Hwy. (Hwy 99) and \ C - 129 .53' jar ��.,�° °'off °��\ � NOTE: Elevation = 190.99 W T - Durham Rd. \` A4 �°oo ���o I12N STREET NOT DI WATER MAIN Washington County Datum. \�_ LOCATED THIS SURVEY - (APPROXIMATE LOCATION PER TIGARD WATER DISTRICT MAP) Durham Rd. 11565 -- G G _ G - - G - _ (,' �.- ------ _ G �� _ __� _ T _ - G --`'r ----- ----- G - - _ - SIT2003.00024 ^ G _, 4o 9 94-2346T NOTICE: IF THE PRINT OR TYPE ON ANY �1-I11� Irlllilili il � il ; III III IIIIII � � I � I I II �IIII Ilr IlrIIII I � � VIIIIIfIII III 1111 ; 11I ' ll I!; Ill I I III III I! I III ' O� ' I II III IIVIII III Ilillll III III 1111111 III III VIII � IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I f J I I 1 I `' � � _- � 1 ---- ------ 2I 4£� 4L ----- I ---51 _-_!--61_-__I_ IT IS DUE TO THE DUALITY SCF THE N0.3e ORIGINAL DOCUMENT IIIIIIIII�Ilillllllllllllllli�llll�llll III!lII III I VIII►I►�IIIIIIIII�I►Il,llll�►IIIIII"� �II.III►III�IIIIIIIII�II II II�,,.IIIII,IIII�►�Il��lllll�lill IIII�III�IIIIII�IIIIlIIIII�►�11111 II I�►II�I �-�I-II�I11�1111�IIIL��III�I��I_II_IIIII-I�llll11l� .�--lll�. Ilil1lW-lL- -l��tllllll-ll ll T Iloilo 8 _-�Q a,9 1 z 0z 61 � eli � I L1Llll� IIII�NII l N 00 U a r� 0 F r N � c0 o - o c0 U U a � r Z r" QCITY OF TIGARD I Q O LA_ Q ce Z V) 0 • z � d ■ o 00 w JUNE 279 2003 0 WI z r- c) (o w W � • A, ILLOWBROOK BUILDING F 1 o rn z .�-+.r"Ir�r* � � d ION I Kiniq City a ­T� i 1 . I PROJECT + su R ',• I rr '� � ,iFWy, , � � ? 1 aft. EXPIRES 12/31/04 PROPOSED BUILDING �• - -- ��r inn Zr VICINfTY MAP IL N.T.S. 1 4 454 0 , W � EROSION CONTROL NOTES TEMPORARY GRASS COVER NOTES STORM DRAINAGE GENERAL NOTES INDEX OF DRAWINGS 0 - O 1 CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING CONSTRUCTION 1. GROUND SURFACES EXPOSED DURING THE WET SEASON (NOVEMBER 1 1. LOCATION OF EXISTING UTILITIES ARE BASED ON AVAILADLE INFORMATION. S MEET NO. SHEET NAME 'SCALE � O Q (ANY TIME OF THE YEAR) PER THE "EROSION PREVENTIGN AND SEDIMENT CONTROL PLANS THROUGH APRIL 30) SHALL HAVE TEMPORARY GRASS COVER MEASURES IT IS THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY DEPTH AND w o TECHNICAL GUIDANCE HANDBOOK" DATED FEBRUARY 1994, AND UNIFIED SEWERAGE AGENCY'S FULLY ESTABLISHED BY NOVEMBER 1 OR OTHER COVER MEASURES WILL LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM CO COVER SHEET N/A DESIGN AND CONSTRUCTION STANDARDS, R&D, CHAPTER #8. HAVE TO BE IMPLEMENTED UNTIL ADEQUATE GRASS COVERAGE IS THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR C1 GRADING AND EROSION CONTROL 1 =10' O m ACHIEVED. TO ESTABLISH AN ADEQUATE GRASS STAND FOR CONTROLLING LOCATES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. I C2 UTILITIES Pt-AN 1 =10 4 2 APPROVAL OF THIS EROSION SEDIMENTATION CONTROL ESC PLAN DOES NOT CONSTITUTE AN EROSION BY NOVEMBER 1, IT IS RECOMMENDED THAT SEEDING �,;40 U / (ESC) C3 CIVIL DETAILS N/A APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, MULCHING OCCUR BY SEPTEMBER 1. 2. THE CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 2. HYDROMULCH SHALL BE APPLIED WITH GRASS SEED AT A RATE OF RULES OF O.S.H.A. AND IN PARTICULAR THOSE PERTAINING TO ADEQUATE 2000 LB. ACRE. ON SLOPES STEEPER THAN 10 PERCENT, HYDROSEED SHORING AND TRENCH PROTECTION OF WORKMEN. �� O • 3 THE IMPLEMENTATION OF THESE PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT. AND AND MULCH SHALL BE APPLIED WITH A BONDING AGENT (BONDER). 3. RIM ELEVATIONS OF MANHOLES AND CLEAN OUTS WITHIN PAVEMENT ARE CLEAT ..NG AND GRUBBING NOTES J UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF 1 FIE CONTRACTOR UNTIL ALL i 1. ALL CONSTRUCTION AND MATERIALS W;THIN CITY OF TIGARD RIGHT-OF-WAY CONSTRUCTION IS COMPLETED AND APFROVED BY THE UNIFIED SEWERAGE AGENCY (USA) AND APPLICATION RATE AND METHODOLOGY TO BE N ACCORDANCE WITH APPROXIMATE, FINAL. FINISHED RIM ELEVATIONS SHALL MATCH FINISHED VEGETA-I•ION LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR SEED SUPPLIER RECOMMENDATIONS. PAVEMENT GRADES. RIMS OUTSIDE OF PAVEMENT SHALL BE SET 6" SHALL CONFORM TO THESE PLANS AND THE APPLICABLE REQUIREMENTS OF MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL THE I_+``S ARE SOLD. 3. DRY, LOOSE, WEED-FREE STRAW USED AS MULCH SHALL BE APPLIED ABOVE FINISHED GRADE. CITY OF TIGARD. 3` $ AT DOUBLE THE HYDROMULCH APPLICATION REQUIREMENT (4000 LB./ 2. NOTIFY ENGINEER 2 BUSINESS DAYS BEFORE COMMENCING WORK. 4 THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THI` ; 't-A.N SHr1LL BE CLEARLY FLAGGED IN ACRE). ANCHOR STR,>W BY WORKING IN BY HAND OR WITH EQUIPMENT 4. ALL STORM SEWER PIPE SHALL BE AS SPECIFIED UNLESS APPROVED BY 3. ALL SIGNING, PAVEMENT STRIPING AND MARKINGS AND PERMANENT BARRICADES 1 �c ROLLERS CLEAT TRACKS ETC. THE ENGINEER. WITHIN WASHINGTON COUNTY RIGHT-OF-WAY TO BE INSTALLED, REMOVED THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTF'�L�''.ON ;" ._RIOD, NO DISTURBANCE ( ) BEYOND THE FLAGGED CLEARING AREA SHALL BE PERMI T 1 F u. VIE FLAGGING SHALL BE 4. MULCH SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING SEEDING. 5. CONTRACTOR TO COMPLETE ALL REQUIRED TESTING AS NECESSARY. AND/OR REINSTALLED BY THE CONTRACTOR. MAINTAINED BY 1 I IE CONTRACTOR FOR THE DURATION 174 'L HI= .`J1\i .,TRUCTION. 5. SOIL PREPARATION - TOP SOIL SHALL BE PREPARED ACCORDING TO 4. CONTRACTOR "3HALL REMOVE ALL TREES (MARKED), SHRUBS, RUBBISH, AND MAN- 5 THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE (:r1NS''7*1.'UCTr-D IN CONJUNCTION WITH ALL LANDSCAPE PLANS, IF AVAILABLE OR PFCOMMENDATIONS OF GRASS MADE STRUCTURES INCLUDING, BUT NOT LIMITED TO, CONCRETE SLABS, WALLS, r SEED SUPPLIER. IT IS RECOMMENDED THAT SLOPES BE ROUGHENED -� ET CONSTRUCTION GENERAL NOTES VAULTS, FOOTINGS, ASPHALTIC PAVED SURFACES, GRAVELEDWOOD, AREAS, SHEDS OR CLEARING AND GRADING ACTIVITIES, AND IN SUCH A �1Ria."±��iT:h A: T(7 I. ,SURE THAT SEDIMENT (DRIVING A TRACTOR UP AND SITE S E OTHER FREESTANDING BUILDINGS (CONSTRUCTED OF WOOD, CONCRETE, METAL, AND SEDIMENT LADEN WATER DO NOT ENTER THE D�?i ,� f::E S''S7EM, ROADWAYS, OR VIOLATE BEFORE SEEDING BY "TRACK-WALKING,' DOWN SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO ETC.) BUILDINGS FOUNDATIONS, FENCES, RAILING, MACHINERY, ETC. WITHIN THE APPLICABLE WATER STANDARDS. SLOPE CONTOURS) OR OTHER METHOD TO PROVIDE FOR STABLE SITES 1. ALL CONSTRUCTION AND MATERIALS WITHIN CITY OF TIGARD RIGHT-OF-WAY CLEARING LIMITS. THE ITEMS LISTED ABOVE SHALL BE DISPOSED OF OFF-SITE. 6 THE ESC FACILITIES SHALL BE INSPECTED DAILY B'" TIL CONTRACTOR AND MAINTAINED AS FOR SEEDS TO REST. SHALL CONFORM TO THESE PLANS AND THE APPLICABLE REQUIREMENTS OF THE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE NUMBER OF NECESSARY TO ENSURE 1-HEIR CONTINUED FUNCTK)N!„G. 6. SEEDING - RECOMMENDED EROSION CONTROL GRASS SEED MIXES CITY OF TIGARD STANDARD SPECIFICATIONS. STRUCTURES TO BE REMOVED. CONTRACTOR SHALL OBTAIN ALL NECESSARY DEMOLITION PERMITS. ARE AS FOLLOWS. SIMILAR MIXES DESIGNED TO ACHIEVE EROSION 2. NOTIFY ENGINEER 2 BUSINESS DAYS BEFORE COMMENCING WORK. 5. ALL BURIED STRUCTURES (I.E. TANKS, LEACH LINES, DRAIN TILE, AND PIPES) 7 THE ESC FACILITIES ON INACTIVE SITES SHALL BI' !!•: PEc1 rED .AND MAINTAINED A IAINLMUM OF CONTROL MAY BE SUBSTITUTED IF APPROVED BY JURISDICTION. ONCIE A. MONTH OR WITHIN 24 HOURS FOLLOWW� .r A STORM EVENT. 1. DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE): 3. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 NOT DESIGNATED TO REMAIN ON THE SITE, SHALL BE REMOVED THE - RESULTING EXCAVATIONS SHALL BE PROPERLY BACK FILLED AND COMPACTED PRIOR DWARF PERENNIAL RYEGRASS, 80% BY WEIGHT INCLUDING 140TIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT TO ANY GRADING OR FILLING OPERATIONS. THIS IS TO INCLUDE STUMPS AND - REV. I DATE I BY 8 AT NO TIME SHALL MORE THAN ONE FOOT OF `IEDiMFNT BE ALLOWED TO ACCUMULATE WITHIN A CREEPING RED FESCUE, 20% BY WEIGHT LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, ROOT BALLS OF TREES TO BE REMOVED FROM THE SITE. TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYAN� ',E SYSTEMS SHALL BE CLEANED APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE BEFORE COMMENCING AN EXCAVATION. L-- PRIOR TO PAVING. THE CLEANING OPERATION 'iHALI_ NOT FLUSH SEDIMENT LADEN WATER INTO THE 2• STANDARD HEIGHT GRASS MIX 6. THE AREA OF THE SITE DESIGNATED ON THE PLAN TO BE REGRADED SHALL BE DOWNSTREAM SYSTEM. ANNUAL RYEGRASS, 40% BY WEIGHT 4. ALL EXCESS MATERIAL NollUTILIZEDON-SITE SHALL BE REMOVED FROM SITE STRIPPED TO REMOVE ORGANIC MATERIAL AND VERIFi�n BY THE TESTING AGENCY. - TURF-TYPE FESCUE, 60% BY WEIGHT BY THE CONTRACTOR. 8. ALL UNSUITABLE MATERIAL (S011_ & VEGETATION) REMOVED DURING THE MAINTAINED FOR THE DURATION OF THE PROJECT _.1 I 9 STABILIZED GRAVEL ENTRANCES SHALL BE CONSTRUCTED ADDITIONAL MEASURES MAY EE REQUIRED TO RUCTEU AT THE BEGINNING OF CONSTRUCTION AND APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE 5. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES. CLEARING AND GRUBBING OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR --- 1----�- ENSURE THAT ALL PAVED AREAS ADJACEN!i 10 THE PROJECT ARE KEPT CLEAN FOR THE DURATION 7. FERTILIZATION FOR GRASS SEED - IN ACCORDANCE WITH SUPPLIER'S AND DISPOSED OF OFF SITE. OF THE PROJECT. RECOMMENDATION:. DEVELOPMENT AREAS WITHIN 50 FEET OF 6. SAW CUT STRAIGHT LINES TO MEET EXISTING PAVEMENT WITH NEW PAVEMENT 9. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.571 1 I WATER BODIES AND WETLANDS MUST USE A NON-PHOSPHORUS ALL SAW CUT LINES SHALL BE LOCATED AS SHOWN ON PLANS. INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT - 10.STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL_ PAVEMENT FERTILIZER. 7. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL ALONG LEAST 48 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, I I SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. THE EXISTING ROADS. AS REQUIRED 9Y CITY OF TIGARD. BEFORE COMMENCING AN EXCAVATION. -- $. NETTING AND ANCHORS, AS NEEDED - FOR DISTURBED AREAS ON 10. ALL UNSUITABLE MATERIAL (CONCRETE, ASPHALTIC CONCRETE, WOOD DEBRIS, AND 11 PAVEMENT SURFACES AND VEGETATION ARE. TO BE PLACED AS RAPIDLY AS POSSIBLE. SCONES AND IN DITCHES IS DESIRABLE AND MAY BEE USED EDD EBIODEGRADABLE NETTING INSTEAD OF BONDING AGENTS TO JUTE MISCELLANEOUS DEBRIS) ENCOUNTERED DURING THE CLEARING AND GRUBBING 12.SEEDING SHALL BE PERFORMED NO LATER -THAN OCTOBER 1 FOR EACH PHASE OF PROVIDE A STABLE AREA FOR SEEDING. NETTING SHOULD BE OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR AND DISPC.3ED OF OFF SITE. PROJECT NO. CONSTRUCTION, AND AS WEATHER WILL. PERMIT ADEQUATE GROWTH. ANCHORED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 1 1 AL SAW CU CU RAIGHT L NES LINESSHALTO AS SHOWN ON PAVEMENT WITH NEW PAVEMENT. a,�•�-AnA� 13 WHEN SEED/PLANTINGS ARE PLACED, THE OWNER/CONTRACTOR WILL MAINTAIN THEM, 9. WATERING - SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE 12. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL ALONG -M-L �`-JL UNTIL THE VEGETATION/PLANTINGS ARE WELL ESTABLISHED. TO ESTABLISH GRASS. SUPPLY 'NATER AS NEEDED, ESPECIALLY IN THE EXISTING ROADS AS REQUIRED BY CITY OF TIGARD STANDARDS. DATE'_ 1 6/27/2003 ABNORMALLY HOT OR DRY WEATHER CONDITIONS OR ON ADVERSE SITES. 14 IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY STABILIZED FROM OCTOBER 1 THROUGH APRIL WATER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE DESIGNED I SAL i 30, THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT. SEE SECTION 3.3.7 ADEQUATE MOISTURE WITHOUT CAUSING RUNOFF. ENGINEER I JPR AND 3.3.8, TECHNICAL GUIDANCE HANDBOOK, FOR REQUIREMENTS. BCD 10. RE-SEEDING - AREAS WHICH FAIL_ TO ESTABLISH GRASS COVER CHECKED JR��.-..- I _ 15 THE DEVELOPER SHALL REMOVE ALL ESC MEASURES WHEN THE VEGETATION IS FULLY ESTABLISHED. ADEQUATE TO PREVENT EROSION SHALL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED, AND ALL APPROPRIATE MEASURES 16 ALL ESC MEASURES TO BE IN PLACE AS SHOWN ON THE PLANS, OR AS DIRECTED BY THE USA TAKEN TO ESTABLISH ADEQUATE COVER. SHEET TITLE INSPECTOR, PRIOR TO ANY CONSTRUCTION. COVER 17.USA ESC HOT LINE 844-8444, CALL BEFORE STARTING ANY WORK. SHEET NUMBER ----'----- Durham Rd. 11565 SIT2003-00024 co 5 of 9 z,F. NOTICE: IF THE PRINT OR TYPE ON ANY 11 I L I I IIIIIII IIIIIII I I I I i LI IIIIIII III II I I I I I I I 111 TTI Ij1 1 1 1 1 1 1 1 I I I A 1 1 1 1 III IIIIIII I I I I I I I III I I I I I 1111 I I I 111! III III V I I I I 111 I L I I I ' I i l l l 11 III III I I I I I I I H i l l 11 V I I I LI �� � , IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 2 3 ' 4 6 I 9 U l 11 iZJ c1 1 ,ZO�?S N.36 �. .: r..� IT IS DUE TO THE QUALITY OF THE - - --- - - - -- -- - r - - - - --- - - - - --- -- -- -- ---- -- --- - �._ ORIGINAL DOCUMENT a z z ib z s;1z z tf z ol z sI t 6 t G tt I e1 T 4f t t [ 1 s T I ti t t Y I �t �s �g I �s 9 d s z I Tt 7iY11N� ,l ��I I IIIIII I it I IIIIIIII( IIIIIIIII ILII ILII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIflllllllll IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�llllllllllllll�lllllllllllllllllll�llllllillllllllllll Ill 11111i111III�NIII I III,III�IIIIIIII �IIII IIII�I II I ILII III IIIIII O V) ck: LO 00 0 C ul wx0 .a 0 z ;7 m C) U c 190. 190 "0 Lj ou 61 (n ca .9c 0 L) , i, I 0 x to rili9 a pp 0 00 C) "o 'L REMOVAL NOTE: z w 0 0 REFER TO ARCHITECTURAL 0 0 0 0 0 0 z DRAWINGS FO FURTHER CB _j Y, 0 DEMOLITION REMOVAL NOTES RIM 18893 0 V) 190 • IE 18 5.4.3 c (0 00 .2 z ASPH. INSTALL SILT SAC IN LEGEND (D r- z MATCH- EXISjo Uj MATCH EXISTING GRADES MATCH EX1 EXISTING CATCH BASIN. 0 LU T 00 CUT LINE, TYP. MAINTAIN DURING EDUnW CL w 0 ALONG SAW I ,PC, 0 to SAWCUT SAWCUT CONSTRUCTION. 7,99 0) z 0 0 0 CONCRETE SIDEWALK z EXTRU. CURB -------------------- 7 7, 7 C3 < 41! 0 MAIL BOX ammff==� PROPOSED STORM C14 _j -------------- 'IV 1,99 Ac 13 a_ _PGE- OVERHEAD ELECTRIC POWER W- PROPOSED WATER 1567 TC -4JSW- UNDERGROUND TELEPHONE •COTG 0`1 PROPOSED CLEAN-OUT-TO-GRADE 797 19 191 26 ,moo/ - rED STANDARD CURB G GAS LINE PROPOS r of WATER LINE PROPOSED 1- CONTOUR CONTOUR AN ul :EL;I ION 2. MAX -S - SEWER LINE PROPOSED 5 [ID '00 -x- EXISTING FENCE PROPOSED SPOT GRADE (G=GUTTER, 190 CON CT ADA 96 0 RAMP. REFER TO G 190.56 X TREE 1 TC=TOP OF CURB, TW=TOP OF WALL, N 1,91 ARCHITECTURAL DETAILS.,, CATCH BASIN BW=BOTTOM OF WALL) 91 1 SANITARY SEWER MANHOLE ASPHALT PAVING 26. l9c�.,qq Ac 70 MATCH P. 4 av GAS VALVE 4 CONCRETE SIDEWALK wy EXPIRES 12/31/04 0 WATER VALVE CMU RETAINING WALL 9- 4 4 FIRE HYDRANT SEDIMENT FENCE % 'A �; CONC. IN 4 9' SIGN POST el PROPOSED AREA DRAIN EXISTING BUILDING to EXISTING CURB toO 1 122 WITH EROSION CONTROL EXTRU. CURB 187- EXISTING CONTOUR < Cl WATER METER (p To • A. - 189.3 EXISTING SPOT GRADE 79, I J-o to 90* 1 MATCH EXISTING GRADES X I 79 a - ALONG SAW CUT LINE, TYP. I 4z G cp- - to to ASPI C) 4 1p F E D c B A 0 EXTRU. CURB CC LL C 0 MATCH ED D B LDING z% .4.; ......... 19 13 to 0 9Q�64 19 4* -4,1, 0 /91 1.,57 to z j 0 O 40 to GENERAL CONSTRUCTION NOTES D I? 'Coo 0 t__) 4 (THESE NOTES APPLY TO ALL CIVIL SITE WORK CONSTRUCTION PLANS) M w cp, 00 G 188.5 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TIGARD % 0 Ne 9 L STANDARD SPECIFICATIONS AND THE LATEST ACCEPTED AND AMENDED ADDITION -C4�- MATCH EXIs-n4r3GRADES 0 �T-Aig I ---j-- - .'! .. ,.,v ..., . 1 4 ALONG SAW CLkT LINE, TYP OF THE OREGON UNIFORM PLUMBING CODE. &IQ v 0(, w Q PROVIDE HANDRAIL ) : 'q bol V, 191 -02 TS IR, 16 ol 2. LOCATION OF EXISTING U11UTIES ARE BASED UPON AVAILABLE 0 190.42 BS 0#0 1 1 � l INFORMATION. IT SHALL BE THE CONTRACTORS RESPONSIBILIITY To FIELD 7 .7(�l VERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILITIES WITHIN THE 190.40 TS 4.' .4 1 z m 189.80 BS I)3 THE PROJECT PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE 189.78 TS ENGINEER IMMEDIATLEY OF ANY DISCREPENCIES. 14 NOTE: CHECK EXISTING SEWER, WATER AND STORM DRAIN INVERT ELEVATIONS PRIOR 19, 1,91 189.18 BS 1 00 17 . 7 p oif TO ANY SITE CONSTRUCTION. 0 Ac O S6 .94 0 ,; 90 S6 192.90 z cn 01,01 A �8� 16, 3. THE CONTRACTOR, SUBCONTRACTORS, AND EXCAVATORS MUST COMPLY WITH ALL J -���° o *#/&' , PROVISIONS OF ORS 757.541 THROUGH 757.571 INCLUDING NOTIFICATION OF p �-c ASPH. ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST FORTY-EIGHT (48) A .4 A-0 ­ - + + ... BUSINESS DAY HOURS, BUT NOT MORE THAN TEN (10) BUSINESS DAYS, BEFORE 4 ­ .­- 1-.1 - ___100 MATCH COMMENCING WORK. 189.U7 119-Q m. I .. . . \ , -� 4. THE HEIGHT OF ALL CLEAN OUTS, MANHOLES AND SIMILAR APPURTENANCES 7 6 WITHIN THE AREA TO BE PAVED SHALL BE ADJUSTED TO CONFORM TO THE NEW 0&1 G 187.74 -SECTIONS. THE CONTRACTOR SHALL REMOVE THE EARTH Z GRADES AND CROSS Ad X,\ AROUND THE CLEAN OUT OF MANHOLE WITHOUT DISTURBING AN AREA GREATER rb .11, THAN NECESSARY AND RAISE OR LOWER THE RING UNTIL THE TOP SURFACE IS -19 G cxb AT THE CORRECT ELEVATION. THE EXCAVATED AREA SHALL BE BACK FILLED rN:188.00'C ,Vo- WITH GRANULAR MATERIAL IN SIX (6) INCH LAYERS AND EACH LAYER SHALL CID 19 BE THOROUGHLY COMPACTED WITH A PNEUMATIC TAMPER BEFORE THE NEXT LAYER IS PLACED UNTIL 'THE BACK FILL OPERATIONS HAVE REACHED SUB GRADE -90 EI.ENATION. 196-16 '91 zn BENCH ��rl 0 9,0- 5. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED A r ALL TIMES \�,- \ , DURING CONSTRUCTION WITH ORANGE SNOW FENC' -7 AROUND THE DRIPLINE. '�ISPOSE REMOV AND k_Li! Cb SEE LANDSCAPE PLANS FOR DETAILS. REV. j DATE BY OF ISTING BENCH. TW:189.50 00 cl� X 6. EXISTING FENCES AND OR LANDSCAPING OUTSIDE THE PROJECT LIMITS DISTURBED -Flo OR REMOVI,'D DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED IN-KIND. 196, CONTRACTOR SHALL COORDINATE WITH INDIVIDUAL PROPERTY OWNERS. Eti� �< - \ 7. ALL UNSUITABLE MATERIAL (SOIL) REMOVED DURING THE CLEARING TW: TOR AND AND GRUBBING OPERATIONS SHALL BE REMOVED BY JF*E CONTRAC 19 DISPOSED OF OFF-SITE. 5 SEDIMENT FENCE INSTALL Sr_ 187 8. ALL EXCESS MATERIAL (SUITABLE OR UNSUITABLE) NOT UTILIZED ON-SITE SHALL SEE SHEET C4 FOR DETAIL BE REMOVED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE. CONSTRUCT CMU RETAINING 12"PINE WALL. 9. PROTECT ALL EXISTING MONUMENTS, BENCHMARKS AND PROPERTY CORNERS. PROJECT NO. DESTROYED MONUMENTS SHALL BE REPLACED BY THE CONTRACTOR BY AT THE '70 CONTRACTORS EXPENSE. 1�1 MDC4020 10. SEED AND MULCH ALL STRUCTURAL FILL SLOPES AND AI-L AREAS DISTURBED DURING CONSTRUCTION. DATE 612712-003 Igo bl?� W 11. PLACE 6" OF TOPSOIL ON ALL STRUCTURAL FILL SLOPES AND IeY9-Jo �c (D Ct SCAtE- 1`�_-10' DESIGNED I SL IN AREAS TO BE LANDSCAPED. ENGINEER I JPR 10 5 CHECKED I JR/BCD 0 10 12. REFER TO ARCHITECTURAL SHEETS FOR DEMOLITION NOTES (TREE REMOVAL, EXISTING LIGHT POLES, ETC.). SHEET TITLE ('�RN A D I N G SHEET NUS Durham Rd. 11565 r� SIT2W)-00024 6 of 9 NOTICE: IP THE PRINT OR TYPE ON ANY TI'T1111 1111111 111 1111111 Jill __1_ ___� _ _ 111111111114 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 10 I 11 I "TT7 W ;I, I sr. I - IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT f: (tlz 8 L------- li_ z ot cIl f3 )jo El ALONG SAW I 797 CON�C _ Ali i pp- Lo Q) 00 V I v r` ay c V) � cD �\ r Z O V) I I I Q cD U 0 Q, MU x -o Z tY U0 O n 7 z , • x _, v N � CH cn I SAN MH � � o �n ri ASI'H. RIM 88.93 RIM '189.14 -- " (0 i IE 185.43 o m w o - - - - - - - - - - IE 181 .74 I _z D o -+ m A,f'I I AREA DRAIN \ _ _, LEGEND � �' ~ � o IM=190.46 - 0 - S --- ._.__.-�_---_J._ �_-__.._. (D W IE=187.37 W v 9.5 Lr 4 so EXISTNO PROPOS S=11.00% MIN. CONCRETE SIDEWALK 7 1 p MAIL BOX PROPOSED STORMN 13 � -PGE- OVERHEAD ELECTRIC POWER W----- PROPOSED WATER /' -USW- UNDERGROUND TELEPHONE 000TG PROPOSED CLEAN-OUT-TO-GRADE 19 -C GAS LINE PROPOSED STANDARD CURB -W - WATER LINE Q WATER METER ��� NG I Nr- 1 -S -- SEWER LINE ® AREA DRAIN E0T86 98 `n - -- EXISTING FENCE CMU RETAINING WALL TREE EGON 2 CATCH BASIN y k2 1 0 LF-6 SD ® S = 0. 5% 0 SANITARY SEWER MANHOLE N P. -- -- - d . . - ---,----, �-- , °� GAS VALVE ,• - . d . ' - d -. :. .• �\ 1_P "" WATER VALVE EXPIRES 12/31/04 ORDINATE WITH TIGARD WATER DISTRICT o FIRE HYDRANT a _ r ° • •'if: 9 SIGN POST -- - . . . I . • . n . . ..j .: : INSTALL 12" X 6" WET TAP AND FIRE '° ° •- - a + i. " a . .. : -d'.. •: _ `-- -- - - HYDRANT ASSEMBLY COMPLETE. REFER I " CONECT TO EXISTING ` � EXISTING BUILDING 1 •r STORM DRAIN ��� \-� _ ---- EXISTING CURB TO DETAIL 542 ON SHEET C3. COTG 4 VERIFY LOCATION AND -- V 187- EXISTING CONTOUR CHLORINATE PER TIGARD WATER DISTRICT - =AS REQ'D ELEVATION PRIOR TO IE \ STANDARDS. I CONNECT TO DS 3 _ 4. N 189.3 EXISTING SPOT GRADE IE = 188.22 I (IE: 186.23) VERIFY LOCATIONS 1 Ln r' WITI' ROOF PL�,iv I w 1 0 oa _ __ _ I 2 :• •° \CONECT TO EXISTING --� --�- -i-- 1 HS P H. � � STORM DRAIN J '' j AND 1 rn PR POSED BUI DING ° ELEVATION PRIOR TO Ln F E D FF-191.22 C B q :• CONSTRUCTION. (IE: 186.47) � CONNECT TO S #2 CONNECT TO DS 4 : .p • - LL \ IE = 188.22 IE = 187.22 SPRINKLER _•. - - VERIFY LOCATI NS VERIFY LOCATIONS' CONTBOX • WITH ROOF P N. WITH ROOF PLAN. I I CONNECT TO UILDING CONNECT TO EXI TING SAN MH M 188.69 SANITARY SEWER TUBS °_ -s'. WATER SERVIC SEE RIE 180.29 GENERAL CONSTRUCTION NOTES 1 � '- ' PLUMBING P NS FOR ASSUMED IE = 1 1.2 1 VERIFY LOCATION AND IST. - - ------S- -- - ---- ----------5-- THESE NOTES APPLY TO ALL CIVIL SITE WORK CONSTRUCTION PLANS /D.C.V.A. LOCA ION. I SAN --- ( ) I jJ ELEVATION PRIOR TO DEFLECT PAS STORM PER AS-BUII-T d . cr C TG 2 AS REQUIRED. CONSTRUCTION. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TIGARD IE 187.39 _ _-_ _ 4 X85 LF•-6"SD STANDARD SPECIFICATIONS AND THE LATEST ACCEPTED AND AMENDED ADDITION O •-d i S=0.6% MIN. OF THE OREGON UNIFORM PLUMBING CODE. W AREA - - ,, 2. LOCATION OF EXISTING UTILITIES ARE BASED UPON AVAILABLE c IE=187.75 I I I INFORMATION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD COORDINATE WITH TIGARD LA 8.50 LF 4" SD� '- VERIFY LOCATION AND DEPTHS OF ALL EXISTING U1IUTIES WITHIN THE G RD WATER DISTRICT ,- - /'� " " " S=1.009° MIN. I ��� THE PROJECT PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE INSTALL 12 X1 .5 WEf TAP, 25.5LF 1.5 ENGINEER IMMEDIATLEY OF ANY DISCREPENCIES. WATERLINE, 1.5" WATER METER, INCLUDING BOX AND METER SETTER. INSTALL, AND N= , NOTE: CHECK EXISTING SEWER, WATER AND STORM DRAIN INVERT ELEVATIONS PRIOR O � � TO ANY SITE CONSTRUCTION. P CHLORINATE PER TIGARD WATER DISTRICTTO � � � •- % ,-- .. . - � G STANDARDS. CONTRACTOR SHALL SUBMIT 1 // ® _ . : . 3. THE CONTRACTOR, SUBCONTRACTORS, AND EXCAVATORS MUST COMPLY WITH ALL CITY APPROVED WATER METER BOX FOR o,` CONNECT TO DS 1 G PROVISIONS OF ORS 757.541 THROUGH 757.571 INCLUDING NOTIFICATION OF APPROVAL PRIOR TO CONSTRUCTION. 02�� �o IE = 188.22 COORDINA E WITH UTILITY = • ' A,SPH. �' ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST FORTY-EIGHT (48) REFER TO DETAIL 521 ON C3. �' VERIFY LOCATIONS- •:,° ; ' .. BUSINESS DAY HOURS, BUT NOT MORE THAN TEN 10 BUSINESS DAYS, BEFORE (s WITH ROOF PLAN. COMPAN TO RELOCATE y ( ) � EXISTING VAULT OUTSIDE ° I COMMENCING WORK. : OF BUILDING IN LUENCE ZONE. 4. THE HEIGHT OF ALL CLEAN OUTS, MANHOLES AND SIMILAR APPURTENANCES o -- -- - 6 _ �� WITHIN THE AREA TO BE PAVED SHALL BE ADJUSTED TO CONFORM TO THE NEW OT 1 _ • GRADES AND CROSS--SECTIONS. THE CONTRACTOR SHALL REMOVE THE EARTH E=187.65 ONNECT TO DS �/ AROUND THE CLEAN OUT OF MANHOLE WITHOUT DISTURBING AN AREA GREATER v THAN NECESSARY AND RAISE OR LOWER THE RING UN11L THE TOP SURFACE IS IER=I'zFY L )CATIONS I �� ` 7 ,,�,� • AT THE CORRECT ELEVATION. THE EXCAVATED AREA SHALL BE BACK FILLED WITH ROOF PLAN. Io IE=1 5 \ WITH GRANULAR MATERIAL IN SIX (6) INCH LAYERS AND EACH LAYER SHALL - IE=18 .9 ��-o BE THOROUGHLY COMPACTED WITH A PNEUMATIC TAMPER BEFORE THE NEXT LAYER IS PLACED UNTIL THE BACK FILL OPERATIONS HAVE REACHED SUB GRADE 1 rT, �i, o ELEVATION. aENC0_ g o COTG #6 �- 5. TREES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED AT ALL TIMES 1 IE=18 .12 /� \ DURING CONSTRUCTION WITH ORANGE SNOW FENCING AROUND THE DRIPLINE. \�3J \ /I - r \ SEE LANDSCAPE PLANS FOR DETAILS. REV. I DATE I BY (APPROXIMATE LOCA110N PER `L 6. EXISTING FENCES AND OR LANDSCAPING OUTSIDE THE PROJECT LIMITS DISTURBED TIGARD WATER DISTRICT MAP) - - - - oti OR REMOVED DUP""!G CONSTRUCTION SHALL BE REPAIRED OR REPLACED IN-KIND. NCTr"_: CONTRACTOR SHALL COORDINATE WITH INDIVIDUAL PROPERTY OWNERS. 12"DI WATER MAIN i IN STREET NOT eF cR��F` \�\ ,,i'�' -YK ALL UNSUITABLE TABLE MATERIAL (SOIL) REMOVED DURING THE CLEARING I I LOCATED THIS ' ' SURVEY -- '/�,� AND GRUBBING OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED fl� OFF-SITE. -�-- -L- �l 8. ALL EXCESS MATERIAL (SUITABLE OR UNSUITABLE) NOT UTILIZED ON-SITE SHALL BE REMOVED BY THE CONTRACTOR AT 'THE CONTRACTORS EXPENSE. 0 \ 9. PROTECT ALL EXISTING MONUMENTS, BENCHMARKS AND PROPERTY CORNERS. 12"PINE )IE DESTROYED MONUMENTS SHALL BE REPLACED BY THE CONTRACTOR BY AT THE PROJECT NO. CONTRACTORS EXPENSE. ��/� \ f -yrf -- 10. SEED AND MULCH ALL. STRUCTURAL FILL SLOPES AND ALL AREAS DISTURBED MDVI4020 W ' 1 d MAPLE SIE DURING CONSTRUCTION. DATE I 6/27/2003 SCALE- 1"=10' 11• PLACE 6" OF TOPSOIL ON ALL STRUCTURAL FILL SLOPES AND DESIGNED I SL I IN AREAS TO BE LANDSCAPED. ENGINEER I JPR 10 5 0 10 12. REFER TO ARCHITECTURAL SHEETS FOR DEMOLITION NOTES (TREE REMOVAL, EXISTING CHE(;KED� JR/BCD \ LIGHT POLES, ETC.). SHEETTITLE --------'- UTILITY SHEET NUMBER Durham Rd. 11565 SIT2003-00024 C2 7 of 9 s I I to � I ii 11� �. l , NOTICE: IF THE PRINT OR TYPE ON ANY �f I l f III III I l t S I I � � ! I I III III III I i I f l l I l t r�T T�T1 I I I I I.f 1�f 1 f III III III I l f l f l l I�I I I l I IIII I I III III ' III III . I I I I III III 111 I I I I IIIIIII IIIIIII III III IIII ! I IMAGE IS NOT AS CLEAR AS THIS NOTICE, C_ I_- 1. I _1�--.- L. _ I _ I I 1--- I-- -- -Ll_I__---I 8L---I----. �_. I --- ---. _ -_---- I _J IT IS DUE TO THE QUALITY OF THE _ 1 "°'6 ORIGINAL DOCUMENT1-ti, u 8�Z LIZ gill QIZ t+�Z £Z ZiZ 1112 Uf Z I eiI 4�1i L�[ 9�i fit ibli SII IL i I 1I I OI1 16 IB I �9 I,-- lllllll►IIII IIII IIIIIII,( IIIIIIIII IIII (IIIIIII► IIII IIII IIII IIII IIIIIIIIIIIIII IIIIIIIII IIII IIII IIIIIIIII illllllll (IIIIIII IIII IIII IIII�IIII I►II IIII IIIIII�,I �III�IiII Illllll111111�1111�11II�IIII ��II11111 �ll►� 11111 W 11111 IIII�NII � ,I . rn 00 FILTER FABRIC MATERIAL FILTER USE STITCHED LOOPS U a �, FABRIC OVER 2"x 2" POSTS NUN-SHRINK GROUT 36" WIDE ROLLS _ CLASS D CLASS C Z c � r^ o cD m MATERIAL - STANDARD CAST IRON :~ co 0 V) CLEAN-OUT FRAME AND COVER _ MOUND EXCESS NATIVE STANDARD MANHOLE _ v m - MATERIAL OVER TRENCH TO GRADE RING a _ SURFACE RESTORATION AS SPECIFIED ALLOW FOR SETTLEMENT -- ----- - Q LL _ _ . cn a oiv iv o ,:, ,� •..• / � i` ° ' 4" MIN. v _ --- _ O� `� do o DeQ ♦ J �� / / �� 9 4 9 n v 4 4 \\�/\\' FINISH GRADE 12 °� a / I _I n 4 �/ /�\\/\ °�� 0 6'. THREADED PLUG -- ° 05 IAJ x 6'MAXIMUM SPACING \\�/\\��\\ 41 © �\��\' ° ° I z V Q / /\\/\ `qN 6-0 .�u 8 X 6 THREADED REDUCER U) r c� UNDISTURBED ��\��\ `' Q �%/� MIN- , ° O cr'_ ■ SIDE VIEW EARTH '\\\\�\\\\\ 4 c> . i��� NATIVE n°n o ° °u yn D o W a- co W a _ FRONT VI NTS \/�� BACKFILL ° ° ° �' 0 o rn z NTS 1- , o a�• / PROVIDE 3/4"-0 FOR A �_ z COMPACTED ��/� a v� `��\ 0 o o ,vQ MINIMUM OF 6" AROUND cv a 3/4'-0 %,\\ d /// j\�\\ o ° .-�- ° ^ °a CLEANOUT ----- CRUSHED ROC /\\/X\\ ANGLE BOTH ENDS OF �!LTER FABRIC // / Q 0 / / a` �� F \/ h �� UNDISTURBED wo , \ pR�F <. y FENCE TO ASSURE SOIL IS TRAPPED NOTES: /\�j o �/ EARTH w e �p e \\ 5 GIN / / D 9 / ° ° • 1. BURY BOTTOM OF FILTER FABRIC 6" \/� \� // / m VERTICALLY BELOW FINISHED GRADE. \�\Li 41? \i�\ �� o \ Q s a a° C o 2.0' SIDE'dALK ADJACENT TO CURB 18' CAST ]R❑N 910 ,w N�s 2 2. 2 " Flt , PINE OR STEEL 9 \ ° , "x 2_ /\/ \ n Q 4 > 4 -n VALVE BOX T❑ ti9 <y INTERLOCKED FENCE POSTS. " \\ �\/ \ •�� ° i 18' 3' MIN. BREAK FLANGE SIDEWALK ti^1/V P• \ 2"x 2" POSTS 3/4--0 � �� � 4 �\ FIPUSOfi O.D. \\ c a, n MIN -6' MAX. EXPIRES 12/31/04 AND ATTACH 3, STITCHED LOOPS TO BE INSTAL LED CRUSHED DOCK \\ c DOWNHILL SIDE OF SLOPE. I 4 ,� '/ TOP VIEW I - \P. ' NTS 4. COMPACT ALL AREAS OF FILTER FABRIC I 1� / o a a ° ° 1 1/2 4' DRAIN ROS .ISTU ' �� r TRENCH. G 4 - d p b. ,.o ° IST d o oho ° v o`4 • -TAR PAPER SM❑DUCTILE IR❑N PIPE `/ ll ° D 0 GDR. o p `e 0 U Oo 0"p u ° �O• o o ° ♦ n u SEDIMENT FENCE ° ° /' ' p RESTRAIN ALL JOINTS W/ , ° atl `� ' °• IELD LOK' ❑R EQUAL GASKETS o •° a v L4D o4• pc1D G ° q n f' y N.T.S. PIPE BEDDING 6' MEGALUG RETAINER \ --- - GLAND (EBAA IRON) y 2 EACH „ „ oa. VAL DUMP STRAPS 4 MIN. FOR PIPE SMALLER THAN 18 ,e o ° n . ° •� BLOCK CONCRETE PIER 6' GATE J. EXPANSION --- - / 6" MIN. FOR PIPE 18" AND LARGER "��° °' 4 ° d v ;D c.0 FLG. x M.J. a a SIDEWALK WITH PLAN r=R M.J. x 6 FLG. TEE RESTRAINT o , ; MoD a a o ' ♦ ' BAG DEPTH / �0.�4' ��`aa°a°aoaG . 0 1 . 4 Lj � D ave �l �Ppv (1/4" NYLON ROPE, to Top of Pipe TRENCH BACKFILL STRIP AT CURB o 2 FLAT WASHERS) CONCRETE ENCASED AL _ 3 MIN. U. N•T•S• BOTTOM OF WYE MAX, BREAK FLANGE ' 3/4"-0 FOR PLASTIC PIPE 3/4"-0 ,,, Q, •- BH_IG_DETAIL W + 12" NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 45' BEND IF CONCRETE PIPE NOTES - TACK ALL EXPOSED MATERIAL 1, HYDRANTS TO BE MODERN MUELLER CENTURION, A-442AOR APP'D EQUAL) 6' MJ, 5 1/4' PATCH AC TO GREATER OF 3" 6" 6.. MVO 3 PORT - TWO 2 1/2' PENTAGON OPERATION NUT, OPEN LEFT WITH THE FOLLOWING, OR EXISTING THICKNESS EXISTING AC STANDARD CLEANOUT A. OIL RESERVOIR DUMP STRAP THICKNESS SAWCU N.T.S. B. BRONZE ACTUATION NUT C. BRONZE SEAT RING INSTALLATION DETAIL LATION " �/ / D. WEATHER SHIELD CAP O BAG REMOVOL E. SAFETY SLEEVE COUPLING FROM INLETVARIES _ F. THREADED NOZZLES WITH 'U' RINGS �---- G. NATIONAL STANDARD THREADS -DUMP STRAP CURB JOINT 2. SAFETY CHAINS TO BE REMOVED. SEDIMENT CONTROL BAG ° O 00 0o O o O°Q 0 0°�0° o O ° o 0 0 0 ° SEE NOTE 4 / ,� 3. HYDRANTS TO BE PAINTED USING R--1317 SAFETY YELLOW OR AN ALTERNATE APPROVED "SILTSACK" OR EQUAL ° ° O OO 00°00 ° O O O 00 O 0 o O 000 0 O O 0° OQ ° ( ) 2 OF 3 4 -0 BY DISTRICT FIRE MARSHALL. -�- 0 0 0 0 0 0 0 O o0 O 0 0 00 0000 0 O Qo ROCK 4, HYDRANT TO BE INSTALLED TRUE AND PLUMB. 0 ° 00 O Qo 00 O o Oo O 8 O 000 PO o O g O o O Or, O O e 2% SLOPE 5. NO OBSTRUCTI❑NS WITHIN 3' 0' RADIUS OF HYDRANT. O o O Op O O° 0 ° O o O 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. O 1 000(0 000 00 o ACCESSWAY ` ' ` '' "'`'" :j / /\\�� 7• VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED Z \ BY ENGINEER• Q EpTH 000 O0000°O O g \\�\ \ \ \�\\ �T,�\ \\\ B. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. /R O 9. INSTALL A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER COR EQUIVALENT) 0 00 0 00 0 O cv 00 3 4" - 0 - SEE NOTE 5 ❑N THE 4 1/2' PORT, • M EXISTING 00 O °p O CRUSHED ROCK SK)EWALK ADJACENT TO Cid COMPACTED SUBGRADE "'°' sr '�+ ~ BASE ROCK Q°o 00 00 0 0 0 aerouL. o 000 00 00 0 0 NOTES: O ""�'�r -• FIRE HYDRANT Imm as overs. ra. P000 000000 00 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH MY a1 "nono 7raME INSTALLATION 542 O C�j0oO°o o�v� OF 4000 P.S.I. AT 28 DAYS, SLUMP RANGE OF 1-1/2" TO 3". CB STYLE LENGTH WIDTH DEPTH X 0 BEDDING 2. PANELS TO DE 5 FEET LONG. COB Single - - 32.5" 16" Varies is< -COB Double 38.5._ .5 Varies 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY USA G2 32.5" 27.5'- Varies BACKFILL COMPACTION APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. * - - -- --- -- -1 • 4� UP: 95% 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE * 4 GOWN: 90% SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL DETAIL OF INLET SEDIMENT CONTROL DEVICE_ (PER AASHTO T-99) 1 ' 9EHINa jOE+rAI,K BE A TROWELED JOINT WITH A MIN. 1/2 INCH RADIUS. OR 9EHIND CIAdD NOTE: 5. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 6 INCHES IF IT *-- YH N NO �i@0VA'A 1. THE DIMENSION CHART ABOVE IS FOR STANDARD CATCH BASINS AND INLETS ONLY. THE CONTRACTOR IS RESPONSIBLE IS INTENDED AS A PORTION OF A DRIVEWAY. OTHERWISE FOR PROVIDING THE CORRECT SIZE DEVICE FOR EACH INLET. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 4 INCHES. 2. FOR NON.-USA STANDARD CATCH BASINS AND INLETS, THE CONTRACTOR SHALL MEASURE DIMENSIONS IN THE FIELD AND � � 1 1 �� 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF ORDER THE APPROPRIATE SIZE(S). �`�� (S) 2 SIDEWALK WITH 3" DIA. PLASTIC PIPE AT 2 % SLOPE. r, 3. THE INLET SEDIMENT CONTROL DEVICE !--HALL BE OF HIGH FLOW DESIGN ( 200 GAL / MIN / FT ), AS PER THE CONTRACTION� JOINT TO BE PLACED OVER PIPE. MANUFACTURER'S SPECS. ` ., . {• 4. THE SEDIMENT CONTROL DEVICE SHALL BE INSPECTED DAILY BY rHE: CONTRACTOR AND MAINTAINED A MINIMUM T-CUT ASPHALT REPAIR OVER TRENCH 7. FINISH WITH BROOM AND EDGE ALL JOINTS. ONCE PER MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. - ® 5. SUBSTITUTION OF A SHEET OF FILTER FABRIC PLACED OVER THE OPENING OF THE INLET IS NOT APPROVED. N.T.S. PRIVATE STANDARD SIDEWALK - --._ r;c x 4�:MNHtiti�Sf1 AN(� f ' N.T.S. sT;!� ,SITS ! '�2 ° ��P"I_IC,tiT10k!i� REVEL DATE I BY SILT-SAC INLET PROTECTION GRATE= FRAME - N.T.S. 2" x rpF�rL1,) ---� CCPPER PIPE 1 - ATTACH CAP UNIT P/L. TOP OF WALL 12" OF TOPSOIL -----15" - '"ATER SEAL 6 `I 1/8" SLOPE T'0 FRONT ELEVATION AE (MIN.)y3:1 I - �? 3" OR 4" NO- -'CFPFR KENOS f� `,� M•,Iw I vF- - DENOTED ON PLANS _ ,`1 x`11- =��` - ......1 THUB CONNECTOR �s wF. '?F5 --' VARIES--- �-' - 111 � (---Irl 11��j-111- ._ _ z � gar-' X c�?M tic_�>�v •..c,':r I SEE SITE PLAN �=��' �1 -- " " 1 '� RADIUS ON r - `,1_I'.... 25 24 I 4„ 6 H A THE PAVEMENT �;� tl. . Aj ,, • A 1"-1/4" CLEAN WASHED - DRY STACK RETAINING . e.. o . . WALL_ USE (KEYSTONE 4 A4 e,;°�' tlsA • DRAIN RUCK BACKFILL. 15" L i �3� 3" CLASS C AC----�� -_- - --_ � � NOTE: 1. 'THE TOP EDGE TO BE ROUNDED OFF PROJECT N0. ) D A6 a• BACKFILL ( 14.. (2 LIFTS) -- - - - == ' ` ON THE ^AnA OR EQUIVALENT) \ nA A. A '• o MC;>G4020 1 ° A' A . o A I 16 SIDE AND 1 4" RADIUS NCTc �. • •� A• / -- - -- - - 1 .tl a a, G.< 1>>�° I _ .• •• �=: : ' ;�. LANDSCAPED SIDE. , BOTTOM OF WALL A A ,4 „ A, A l 8 OF 3/4"-0-------,., t. CONfRAC104 10 N31 AL_ M: X 1411''LU 2" IrE5 r,; 90' ANGLES 70 MLIER HEIGHT VARIES ELEVATION AS 2 -- d',�a A.As`,1-A. NATIVE / L- - - - _� CRUSHED ROCK : = 2. CONCRETE SHALL BE 3000 PSI, IOUAIIONS, IC)RI/aVrAI Lf ,� L. DATE I 6/27/2003 SEE GRADING DENOTED ON • A .4 o tl;tl.� �. SOIL - -- WITH A 2" TO 4" SLUMP. DESIGNED I SAL PLAN SHEET �1 PLANS _ __ ° ° AAAAA° A A - -_ 2. cltY TO r'hv'.<DE 7' t!IRLat1 9Y :nuf�REs�Crw rrfi�F�E�Ar�Onl STOP 'To aE _ -- '�tl.t°A•A 'tlA - - ►•. •• 11r,TALLER BY C.QNTrw^..TQR, (•DNTRA,,..T,R 170 TES•T MAtlr h'/r,3Rr'S INSt.�I.Lfq), A•tl A a�?�5 p p ^ 1 " ENGINEER I JPR I �'�• ' - A. CO'ti'TRACTOI? TO MARK : OC-NT Uv Cr' f::R�5• W71I h. 4X4 PAINTED tlLUr- -1 -- • 4 :'4 :°4i0a°•• I -` CHECKED JR BCD tl�a A° '" A �'A' SPECIFICATIONS 12' I aaa EMBEDMENT A5 REOD. 4A.AAAai..... �_ G!IY WLL 'VS'hLL .ALL COI"'k'� !'ll'c h I II 'EV�S h°it'M 41/r1N ICS AtLIEN LQCr�kIION - -1 COMPACTED EARTH ' ��� _ 1. ALL STEEL WELDED CONSTRUCTION. 95% (ASTM D-1557) , \ I �\ ---1` flll-11 Durham Rd. 11565 S1T70U3-00024 �� \�\ /�\ \ a or s SHEET TITLE \`� 6" 2. 10 GAUGE_ STEEL MINIMUM THICKNESS 8 � � ,,, / wa DETAIL ��' .. 3/4" 0 AGGREGATE 3. COATED INSIDE AND OUT WITH ASPHALTIC PAINT. AUSTIN P. Q'.�KNMS , • - 2- 1 LMCIRt�M: xPMlIYLYI 16w-c W~- & 1/c ' nwlt vh SPIFFY NUMBER - --- ROCK LEVELINGIrv" -' - BASE. (3'x6") . rx°'°°w�i"�i -- �H taN�-^ 1�fA(E(7 SERVICE ri2 - Y LYNCH STYLE CATCH BASIN STANDARD CURB AND PAVEMENT SECTION T' "Nr - SEGMENTAL UNIT RETAINING WALL BAB ---_-__ -_ _ - C3 N.T.SN.T.S. NTS a -r°!MT,�o.dM1u,,,Ir°r.w.....,.,,.n..,••. ...M._.. •,. ... .•,w....r,. .. n.n,n+., n^,,,,a,„.,,,,,,,,...n+,..ew„F+••nrr n..w,o.....,.,,..,-....,..,,.-.,. -_ ......,.«,.,„-,r!�IAI. w.� r NOTICE: IF THE PRINT OR TYPE ON ANY l I f I ! III I I ! ! I I III I ! I I ! I ! III III I I III III I I! 11 I I I I ! III III i I III III III ! I I III III III I I III III ! I I III III III i I I I I III III III III III III I I I I I I I III III III I I 1 ! I --r� IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I I I 4 I I 6 I I I �� 11 l C�/I 1 v�s No 36 IT I'S DUE TO THE QUALITY OF THE f �� I Ill1lill I�IIIIfIIIII�I I III I II�IIIIIIII �ZI I �6I ZIII�II'S�.I�IIIIII'IIII�I ZII I L�IIIlI�7I.III IIOlilZllll II8IIII III IIIgIITI'IIi�llLli l II�II9IIITIIII�II9�IIIIIIIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIilITl - _- _- JIM mile DOCUMENT 9�Z 1Pll • IIIII III II IIIII III MILDREN DESIGN GROUP, P.C. ARCM'E(-I•IJRE: • SPACE PLANNING 11830 SW Kerr Parkway, Suite 325 Lake Osweg1), Oregon 97035 (503) 244-05,52 PLANT LEGEND GREER GreenWorks, P.C. Landscape Architecture Environmental Design _ 24 NW 2nd Avenue :�wle 1Q0 TREES Poilland, 1.Ireyon `)7Lo9 1)03 222 5617 — I I I t o - - --- -- Quercus rubra — Red Oak \ I I I I I I I I I I I I I I I I I „ 3 cal . B&B, Well branched, Headed at 61 G 1 S 1 R Aq� 342 2 Acer circinatum — Vine maple • C- tr �+ - - - 10- 12 B&B, Well branched, 3 stem min . at basE g ,FAeA v o , U) AI I I / \ o ___ ___ Fraxinus p. Marshall — Marshall Seedless AshAg 2" cal . B&B, Well branched, Headed at 6' IN k-00 Ow IIEr. - V, a Doug Fry 1 pp . Existing tree to remain • t Pine, '` ' --- --- --- Existing tree to be removed 1 � 0. -` Project: ,. --- - - SHRUBS / GROUNDCOVERS Building F .. - g • . 1 4 .16 = ' 4 Myrica californica — Pacific Waxm rtle y P 18- 24 , Full plants, Space as shown a A, >, ® — Rhododendron PJM — Rhododendron i %P 00 15- 18 , Full plants, Space as shown 99W & SWDurhar: td. Tigard, Oregon v Cornus s. Kelseyi — Dwarf Redtwig Dogwood - - 7 $" 2 gal. cont. , Full plants, 2 o. c. � Sheet Title: ILL PL.ANTING _ - -- Arctostaphyllos u. 'Massachusetts' - Kinnikinnik PLAN _ _ ~ M�F �" 1 gal. cont., Full plants, 3 o. c. 3 Seeded Lawn p See specifications _ .0/ Pod (J(11. i _ NOTES y 1 . See specifications for topsoil 9 soil and irrigation Revision : requirements. 2. Protect all existing landscaping to remain from damage during all phases of construction . 3. Contractor shall provide design /build automatic underground irrigation system for all new landscape areas MILDREN DESIGN GROUP, P.C., 2002. AL[ RIGHTS RESERVED r THESE DRAWINGS ARE THE PROPERTY OF MR.DREN DESIGN GROUP, P.C.. AND ARE NOT TO K USM OR nEPRODUCED IN ANY MANNER. EXCEPT WITH (K P}tIOR WRITTEN PERMISSION OF MVDREN DESIGN GROW'. P.C. i 1 Date: 12-30-02 r i Drawn by: Checked hy: _ JB MF 0 8' 16 32' Job Number: 102`-'B4 Durham Rd. 11565 N O R i' N silect "t' SIT2003-00024 9 of 9 Site Development Review - December 2002 L180 NOTICE: IF THE PRINT OR TYPE ON ANY 1 1 1 1 1 I I I I 1I I I I1 I I III IIII I 111 11 1 III IIII I IIII8II I I !II l IIII { I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 6 I l l I III I l l l l l l Ili I I I I I l l l l l Ill I Ili hill I -r I 10 I 11 IT IS DUE TO THE QUALITY OF THE No 3e • . � , OR!GINAL DOCUMENT lllll�►IIS►►III►,ILII,�III�►��ll►1�III�II�II�I�►►►I►�I►►► SII►.I►�►�►1 I�� ��-I I I � � � l �II lIIII� ► I 111 IIII Illll�lllllllllll IIlll,llll►III�II�IIIIIIII►►III►I ►11 � �� IId� T IIII 111111 IIIIIII Illll ll�ll Illll II IIIIIIUIIIIIIilllll ILII III I��►I II�111�►1111��>.11�1►���1 IIIIII�IIL1111 1►�IIIII�NIIi