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6600 SW BONITA ROAD-5 `j n; fu5 fl_- .l MILDREN DESIGN GROUP,P.C. 7 ARCMELTURE • SPACE PLANNING 7650 S.W. Beveland,Suite 120 Tigard,Oregon 97223-8692 Voice 503-244-0552 IE Fax:503-244-0417 ___ E "� ON PL-'AS QVL E T Q 0'0 9 _Deferred Submittals NO OCCUPANCY UNDER THIS PERMIT DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESS►ONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE *� BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL Owrwr• NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 7'1 PACA Properties, LLC NOTE: SUBMIT SHOP DRAWINGS FOR REkIEW OF DESIGN INTENT • • 6600 SW BONITA RD. COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING TIGARD, OREGON 97224 1. MECHANICAL DESIGN ir, 2. ELECTRICAL DESIGN (F a. PLUMaING DESIGN Project Contacts RfARCHITECT: LANDSCAPE ARCHITECT Special Inspections Mildren Design Group, P. C. /iridian Environmental Design, LLC SEE STRUCTURAL SHEET SIA FOR SPECIAL INSPECTION PROGRAM MAY 25 2007 y P 9 PER 2003 IBC SECTION 109 AND CHAPTER 17. 0 1 ' 017650 S.W. BEVELAND STREET 813 S.W. ALDER, MEZZAM!NE B 1��,�t�l� I2 T;�r•r SUITE 120 PORTLAND, OREGON 97205 Structural Observation PORTLAND, OREGON 97223 VOICE: 503-222-1639 FAX: 503-222-1853 VOICE: 503-244-0552 FAX: 503-244-0417 CONTACT PERSON: MIKE O'BRIEN SEE STRUCTURAL SHEET SIA FOR REQUIRED STRUCTURAL OBSERVATIONS. CONTACT PERSON: GENE MILDREN MOBRIENrVEOLLC.COM GCNEr/MDGPC.COM Sheet Index CIVIL ENGINEER/PUNNING/STRUCTURAL ENGINEER.: AO.1 COVER SHEET Owner: T. M. ,Rippey Consulting Engineers SURVEY 7650 S.W. BEVELAND STREET A1.1 SITE PLAN PACA SUITE .t 00 TIGARD, OREGON 97223 C1.0 GRADING PLAN Properties, LLC C2.0 UTILI TY PLAN VOCE: 503-443-3900 FAX: 503-443-3700 C3.0 DETAILS CONTACT PERSON: KARL KOROCH (CIVIL) C4.0 EROSION CONTROL PLAN CONTACT PERSON: LANS STOUT (PLANNING) C4.1 EROSION CONTROL DETAILST1.0 TREE PLAN I CONTACT PERSON: RALPH TURNBAUGH (STRUCTURAL) T1.1 TREE PLAN DETAILS 6600 SW Bonita Rd Tigard,Oregon 97714 LIA PLANTING PLAN L1.2 PUNTING AND IRRIGATION DETAILS A1.2 ENLARGED SITE PLAN AND DETAILS A1.3 SITE DETAILS A2.1.0 DEMO PLANS A2.1.1 FLOOR PUNS A2.1.2 ENLARGED FLOOR PUNS Pro)ect: A2.4.1 ROOF PLAN Paul Schatz A3.1 BUILDING ELEVATIONS A4.1 WALL SECTIONS A4.2 WALL SECTIONS Furniture A4.3 RAMP AND STAIR SECTIONS A5.1 DETAILS Thomasville A5.2 DETAILS A5.3 DETAILS A5.4 DETAILS 6600&%W SW Bonita Rd Code Analysis Location S1.1 GENERAL NOTES Tigard Oregon 97224 S2.1 FOUNDATION PUN BASED ON THE 2006 INTERNATIONAL B 52.2 ROOF FRAMING PLANUILDING CODE (18C) WITH 2007 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS WASHINGTON COUNTY TAX MAP: 2S112AD TAX LOT: 1100 S3.1 SECTIONS AND ELEVATIONS OCCUPANCY AND CONSTRUCTION PER IBC 304/3091311 AND 602 S4.1 CONCRETE DETAILS 55.1 FRAMING DETAILS ASSUMED OCCUPANCY: 8/1W/S1 (NOTE: NO OCCUPANCY UNDER THIS PERMIT) CONSTRUCTION TYPE: 111-8 BUILDING HEIGHT AND AREA PER IBC TABLE 503 Sheet Titk ALLOWABLE AREA: 12,500 SQUARE FEET GA>� Cover Sheet ALLOWABLE HEIGHT: 2 STORIES _ t J ACTUAL BUILDING AREA: 2 STORIES embior4AppwM�-( ' ACTUAL HEIGHT: 2 STORIEE �����S PHASE II BUILDING MLsIMrllscFopaw.,..r..•."_� AREA MODIFICATION PER IBC 506 _,_,_x EXPANSION Aa-A t+[A tN/100]+[Atls/100] , ,owl"aw Drnslt At-12,5009f, Is-300 sprinkled one story, If-I00[(F/P)-0.25xW/30), F- 980 lineal feet, P- 9F.0 lineal - feet, W-30, If-101(91191980)-O.25)(30130) - 75, Ao-12,500+[12,500x75/100]+[12,500x300/100] •� - - - - - - --- - - - - - - Ao-12,500+ x,375+37, 99,=V Zona _ .- FIRE-RESISTANCE RATING REQUIREMENTS_ PER IBC TABLE 601 1-P: INDUSTRIAL PARK - _ STRUCTURAL FRAME: 0 HRS. 0 EXTERIOR BEARING WALLS: 2 HRS. I 1 1 M 1I 1111"i . EXTERIOR NON-BEARING WALLS: 0 HRS. INTERIOR NON-BEARING WALLS: 0 HRS. I _ it COPY CONSTRUCTION: 0 HRS. Pond s �Iw FIRE PROTECTION BUILDING IS EQUIPPED WITH AUTOMATIC FIRE PROTECTION SYSTEM AND AUTOMATIC SMOKE DETECTION r�wsa THROUGHOUT IN ACCORDANCE WITH OSSC 903.3.1.1 I Revisiom MEANS OF EGRESS Site Analysis � •""Q - I � B OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-O" PER OSSC SECTION 1013.3 I EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1015.3 ZI ,UM. EXISTING AREA rwwis M OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC SECTION1013.3 SITE AREA - 127,122.84 SF (2.92 ACRES) II --SITE EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1015.3 IMPERVIOUS AREA: EXISTING AREA/ PHASE I AREA/ PAHSE If AREA/ X COVEPAGE �I r X COVERAGE X COVERAGE X COVERAGE At I QKp, • BUILDING AREA 39,629 SF/31.17X 39,852 SF/31.35X 44,598 SF/35.08X AMIP I r I S1 OCCUPANCY: COMMON PATH OF EGRESSTRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC SECTION 10;3.3 PAVING AREA - 39,544 SF/31,11 X 53,144 SF/41.81 X 57,031 SF/44.86XIMPERVIOUS AREA - 79,173 SF/62.28X 92,996 SF/73.15X 101,629 SF/79.94X 7-,Ji/80X - --- EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1015.3 • ° Nsr+r- LANDSCAPE, EXISTING AREA/ PHASE I AREA/ PAHSE II AREA/ X COVERAGE I • ! X COVERAGE X COVERAGE X COVERAQE 6EQUIft n LANDSCAPE AREA - 47,950 SF/37.72X 34,127 SF/26.85X 25,494/20.05X 25X/20X EGRESS ILLUMINATION: PER SECTION 1006 � � �• �0.o�r,� �,a,w�uP, M7, AU GHTS MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THEPE EQ ` ,t�cac BUILDING IS OCCUPIED. PROVIDE MINIMUM 1 ►C ILLUMINATION AT THE FLOOR LEVEL. PHASE ASE I: BEgfI6 WAVOW ME TW PMPRtV of rL01W�QWUP PQAND ARE BULK SALES - MIN. - 39,745,54 / 1,000 - 39.75 x 1.0 - 40 """"' 1 NOT , y - / - - _. EMERGENCY LIGHTING: IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY PHASE 11 MAX. 39,745.54 1,000 39.75 x 2.0 80 PEPS"or MR&MM DOM on". r•G ILLUMINATE THE PORTION OF THE EXTERIOR EXIT DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE SALES ORIENTED - MIN. - 4,746 / 1,000 - 4.75 x 3.7 - 18 .-, / Date I8 May 2007 DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS WITH THE EXIT ILLUMINATION SUPPLEMENTED MAX. - 4,748 / 1,000 - 4.75 x 6.2 - 30 .. • WITH AN EMERGENCY POWER SUPPLY CAPABLE OF PROVIDING POWER FOR A DURATION OF NOT LESS THAN 90 TOTAL - MIN. - 58 +r, Drawn by: Checked by: MINUTES PER OSSC SECTION 1006.3. .. _ MAX. - 110 (PLUS ACCESSIBLE) EXISTING - 63 STALLS - ~ MRW WEM PHASE 1 - 79 STALLS 5 ACCESSIBLE ---"- • .. PHASE 1I - 109 STALLS (5 ACCESSIBLE; PHASE 1 Job Number: !06051 BICYCLE PARKING - 14 44,598 / 1,000 - 44,80 x 0.3 - 14 IWILDING Key Plan MODEL Vicinity Map Sheet 1 c f f Not to Scale Not to Scale Permit Submittal - May 2007 A0. 1 owl «�. -. wwwr.'wn.+++,nw.*711rw*+s.rr, I:A•'r"?/.'f:4'•�11gA�•i. .,y,,,.�,M.,v.,,y,f•.++wa, ,CMUI�^,,..,,, ..,, xt•.� MV. 1 '.,e: - :ww.,w+,nra.. i �A ! PRr ':'M"„ ... , , ".," alWEYI �#`" .rl1' .. "y�!1►NR,: P _ nwr'.• i n• ,�yy,y�p ....u,�,� "4"�^ ,. xxt�reorenevwr+tKnrrAwNn. .. -, A m'. f^.'14.C,.ntiYW'.. .,�Ir.,..-:rv..-., .n... r..r•:•.r.id R�.. I..N1, Ri•'.�'T .i�.,r,.-fad., - �. •r.,^etr'�..... ., � .- �,. 1 �1�1�1(l�T 1fill 111111w • s `_ ir. AL F> lilt i 7, w' f t • -.r..nw.,wM• •hww4M•tM:�,Y,W.w�� �.,.q,p:.Nay-.+,+eAas:•r:anW..MM..a►..w.•.w..�'Y•u+••�u>.r.►w ..you.r�.a•..w...�,:..y,•r+•..••+r.w1•ww. W �bwM1/A.�• � --yrw�rwr�.r•....soon.,xcs�el..�vw,+• �w•w. .,'. ..r•.w-wrA..sw•� - ..,.,won.-. .+•.';6 ,• -..._:...s,..+•+w,,-.�.u3-...__._.c_,....ww�.r.�..+�'r.a --'•-w..-.eM.+•+-n.a...aw,aa.s.en...+11,r...-:..+:e-...,.,•,..... -aY„.f.�C.1Tr w.YYi..ii.sM:n.rirtiwn�,•.wls..+w-� Y•f.t1.S-+r.r�TM,►•_:R..whsa.r..'..r..rYY1N.leMRw�..r.r••.Y.L +M�t.wnl.�,.r..-w.A�.....Y/„`r..uJ.P'r -_-- -- _ "'.NpYY.WF.W1.�1.�.�,1,1 +YII.W-,1-M+Nr.,,M�f+.vrNs-Y n4-•t -r..l�N n. y�.i• ..P.:1-'.Ml.-' ./N1�u-"�Y..^.IMW:W:IW'•rl.1yMY•" -�-jf A 9; RIM PARKING EASEMENT 134,51 FOR PARCEL 2 1I , 14 42 147,91 M ) PER PARTITION PUT 2600-020 SOMH RRA iM'" WEGYMMNG OF BRIDGE 1E 12"IE 24'CMP 133.06' W/� IE 12-PVC 62.�Ej S GUARD PAL. CBS RIM 189.65 •R162 1J NW 30' WIDE IE 1x•PrC 156.97 SW BONITA ROAD 1477 - IE 12'PVC 162.69 IE 10•FMC 182. N �S) ACCESS AND UTILITY EASEMENT GUARD RAIL FL11371 IE 1S` 183.20 (W) ♦ ♦ .1 ♦ ♦ KC PER PAKITION PLAT 2000-020 ♦ ♦ ♦ , , ♦ ,�f.ODLF tpp' HIGH �� 4 � AC � � AC 4 �� � � ...77...• `F' "r � !1090 StDN ♦ 4 00N IIETE GRI4 b $ v �b . �,♦ av Ac 1��!� •+ Ac cow-RETE curs '%'!A, , �' ' �►,� / 163.24 AC AC 1 e2.as G AC AC ACAC 7 an It, ' b ° �p �� ° _ �� ' it '�► d "i 'f� 1�0, °' , ,° 195 7Pt 0'p G�Evy �t 175 180 185 `�' '• o• u1 r • A. 01 1• = 20 '� re►4 " �� 170 CONTOUR INTERVAL - V 1 . °1 165 OCTOBER 17, 2005 ♦ A 1 'b, t 82.9• _ REVISION: AUGUST 2. 2008 (TOPO TO WEST) d � , ts3.f --• _ ` • --�, J,r • ,� ta1.4 192.4 wv •-x 178.98 \♦% . ^ -Sb� 104.0 0' HIGH pl/i 0 165.5 N 00'22'oo'W ' - �` ` 1 • 175.5 1 eb ; • • .`� SD � � VG 14.08' 170.4 � 174.1 • +77.4 � l ,° P ♦` '�SN1 NO a x NO 177,8• 5b.87 G 004 181.7 �5� 178 5 cT WATER wV �4 .� _ __ _ � 159.48• • IfO.f • 1f1.1 -- 10.34 6'DEC ypEC 176.8 177.2• •177.9 159.22 Tc NO SD,�_� FH PUMP N 8512'55"E 1 f f'Dcc N 89'38'00 E 311.00' 177.3. RIM 1 ♦ SD wV 8' h4m HEDGE RMI 139.20 i s�1R •♦ "t 62.2 -`S / b s _ IE 24'P'VC 153.40 ) & . IE 12•P4C 153.97 AC 156.13 TC NO • FOS' '. 4°� x - 1'PI►IE x ;178.5 140.9 IE 12'Pi, 153.95 AD 7 +01.4 '� ',°♦ EDGE OF OR+IMA• °!° e \ Sp 0 20' NIGH-� 107.52 G _ r NG • IE 24•PVC 153.26 38y , 162 `�-.� SIGN 4F3_8 00731 117.UO' 4.65 G NO NG + 181.7 Ev,� ti"� 0ls'8 "r ?°.?�, 1f1.6 SD S . yON �� V N 89 26'10'E 74.46' SO __�r114 t Y 70 05 G n 1 a 120�SPR 175.70 G 174 3 180.4 . u7 EXTIKIOm CURS t 77.41 0 r 'e 151.32 �c, N r° a , 1a. N tp SO Saos�. 170.00 N 1 e�'10� 1 4'3 Gg 179.SY G !° cum � ,!f Ito �' __ _- ,� ^103.01 � � �' ° 2 °� ,� 1a °ry� ''� -�. .�. ^ � � � nti : 175.10 G 170.9 RIA +59.24 ♦ • ti AC N �W-e-DI '� 'E r$O-- -- �} , • ti 179.41 174.75 G INET 156.64 E) d 1 1 .� 4'� °' ♦� Ss---_ .141, e ,�.i1' wv z 183.73 0 s ee'4G'oG'E .00' �. - Y ..� "� 175.97 75.44 c � IE 12•PVC 154.53 0 SS _ IE 4'PVC 157.44 (E) i3f•97 •t39]f ,� %°` �' sS SS-=-SS �8f i'iII�Y 153 8$; - I �'ti 174.74•AC ^ �� 'ao AC °ti TC 163.3+ Z� - S --SS- •. a R 10f.so 0 ^ 177.24• •179.18 1..5.53• .i00.30 •tf1.72 , o qG N �i 163� G 1f3.02 .JO C S \4Jrfidr, o� , ,\ '` � h I ¢1 • r 1 G 04'04 'L'' 103.63 \�� \� ^ ( '^ /� 179.tl0 G d AC AC �G G `iy�°'� 4►S ` IUAN �` "1 11'OV ~, _ 47.40' �-_ ~ I 7 O 176.03 G ll RCOMHMI 159.12 ' .P,G 4' ;; °ti1ya� • 1* ,a ,a, 1�, 19479 0 /61r5 G \ -_ l 16.a3 c fA. �`4S , . `� � ��' a N a ( / 177.87 0 t' , °,• , , AC , 0 72.24 0 170.31• IE 12•PVC 135.67 (Mj �`e `° `- 112-81• 142.40 ,0 ,� 54 ''�- �, ,� n 178.48 G 1S'PNIE IE 4-PVC 147.22 (w) 62,49 -* 148. S 89'38'00"YV ti I tn.79 0 `DEC 178.52 G 169.18 1�9� +Oo ♦ S 800,15 UW_ 20.00' \ ��. 1 • 175.2 AC FP 0 tas.56 tC ♦ \ ♦� Wy 4 c Ac 159.10 O 10 '°i d 141 10' WIDE GAS EASEMENT �f I v r •., 180.1 100.1 f 131.77• •g► � g � FOR PARCEL 1 "'Q �G' to FH S1 ♦ pA to 173.45 178.84 G CONCRETE CUM 179.11 G 151.J4 0 15130 0 PER PARTITION FIAT 2000-0x0 i RIA 154.11 S5MF1 RIM 162.92 \�^ 159,89 TC (E 10• 157.06 E / g � n CGNCREK'flDIMgIK • C NG I6 IE 10' 156.60 k1A'3 ✓ 72.04 1 s. 177.41 ;eo.T IE 154.63 (E) - CIIAH CBS N RIM 170.36 178.16 '• IE 24-PVC 154.19 (SE) ? RIAA 159.54 GM 170. No IE 24'Pi 154.09 (NW) 110.09 TC 10 INLET 159.54 G 0.` -r,- 177.4 R 100.00' +49.81 c IE t2-PVC 155.39 3 IR W�PIr 1901 a ,� / ' 6 C 10 � 98"35'50" � 4'.; IE 4'P'VC 147.31 ( -Ls 184/ ►ICY' � - `1 y I ( nd.t. 173. �, ,y el+ - 2t.o' � 4!* 179.93 c 189.88 L = 172.08' SSTMH L10MN o.s' �1y .ti° 179.78 RIM 161.67 ALC '� I 6�cE0 � x IE 10' 153.67 EE VR a..7r Parcel 2 ! I NG IE 10*18• 152.39 €NW) A V AC 170.86 G 4,♦ B�Cm ° I 1111 • 100.8 d LEGEND 100.51 n 8 C I •170.0 i R x I 1721 RAMP 970,86 o � FOUND SURVEY MONUMENT _ s Parcel 1 IR - IRON ROD I x +01.25 IP - IRON PIPE T.B.M. �'I 173.0 +SDA" TC , ALC = ALUMINUM CAP C NORTH BOLT OF TOP FLANGE H H i^ • 173.0 0 190.40 G • �� I OF FIRE HYDRANT rn t 81.03 TC 140 33 G , If t7i i • 174.1 160. G 4?o x W/YPC = WITH YELLOW PLASTIC CAP JIM TC . ELEVATION 174.76' MiCTON COUNTY DVITUM n 1!0.92• (WASH ) I~ 0 wM = WATER METER G T 189,44• is • WV - WATER VALVE i 'PMAE 'o' FDC - FIRE HYDRANT CONNECTION TOPOGRAPHIC C Q I 2 �a Fli = FiRE HYDRANT W-VLT - WATER VAULT IE - INVERT ELEVAI �• I' Li I00 O C8 - CATCH BASIN MANHOLE 0 r IJ ', . NG x 151.90 174 171.27 0 •1p� w v $ e♦o i4 ♦� PARCEL1 , -� O CBS - CATCH BASIN (SIPHON TYPE) , !4 n 1 + t1 ° x o PIR-CL INLET MANHOLE PARTITION PLAT 2000--020 DRAINH I •174.1 175.8• N SSMH - SANRARY SEWER MANHOLE iN THE NE 1 /4 OF SECTION 12 Oo GM - GAS METER ■ GV • GAS VALVE R. 1 W., x �' .2S., WILLAMETTE MERIDIAN i EXISTING 180.91• tel o ` o EM ELECTRIC METER $ 02 c '^ � o J-Box - JUNCTION BOX Y City of Tigard, Washington County H h I •, •� •, 192.46 TRF - TRANSFORMER H e o E-VLT - ELECTRIC VAULT j _ Q Oregon lI �j g o SLB - STREET UGM' BOX I 3 ILP - LIGHT .15 ,°♦ , �•� !J �'A�♦ � O PP - POWER POLE n_ CBS N RIM 170.31 + r ' ''s v° e xN W PLP - POWER/LIGHT POLE i $ r~- PING It GUY - GUY ANCHOR N H I(n 1a- I NG x I, 0/H - ov[RHFJID a � � • 8PG -AUL ROUND Q SSMH RIM 171.38 161 Os• _ IE 10-PVC 164.06 (N) g iH.34 0 o MB - MNU30X IE 8. 164.12 (E) 7>0,� E? I • SP = SIGN POST W IE 10• 164.08 (S) Q 17041 G . • 1 Tis 175.8• • . 183.07 FP - FLAG POLE N CBS E RIM 169.85 rn ♦5, yF►+ ♦j , , 'e, •'cG ' CB RIM 166 01 Q CONC - CONCRETE W-vLT 179.79 •�ti '� * � � •••• .� ., � DVWY - DRIVEWAY IE 12-PVC 163.81 (NE) NG - NATURAL GROUND IE 81PVC 166.48 (SW) (N-LY PIPE) CBS N RIM 170.60 FDC 70.66 0 `Iia `1 "°M1G 178.28 FFE 000 AC - ASPHALTIC CONCRETE PAVEMENT IE 8-INC 166.01 (SW)5-LY PIPE) l EP - EDGE OF PAVEMENT 3' IE 4• PVC 165.28 (SW) SDMH RIM 170.32 +,89.16 c Ss SS ? SS 99 EG - EDGE OF GRAVEL N IE 12"PlP 163.33 N AC IE 4 PVC 164.10 (SW) IE 12-PLP 163.52 (SW} y_��� I I °� •, •� 193.56 TC - TOP OF CURB t e G - GLt'TTERUNE y AC HCR = FIANDICAp RAMP � 4P .� • - SPOT ELEVATION IE 12'PVC 167,46 (04) �� I � I 173.07 LxtRt1DE0 173.53• ,�. T_ FFE FINISH FLOOR ELEVATION t2roEc IE 8'WC 166.19 (NE) M I S' 5' 173.89 G 17820 fs2.26.TIC 182.03 Et 4036 G x 00 SH - BUILDING HEIGHT IE 4"PVC 165.49 1 . TW = TOP OF WALL (NE) � Go O h I I t 171,80 O S 178.27 i `a* BASE OF WALL t70.n 23 . t TC DEC : DECIDUOUS TREE 189.9 0. 0 G I x FIR FIR TREE PINE = PINE TREE ,., 4 • 101.70 CED = CEDAR TREE 1 p 173.71. 174.14 1n.3 �2 MAP = MAPLE TREE = 170.73• �, I v 17(.13 i v a 178.1 ♦ 1 e1 O • --- ♦ 154.10 1e1.N G _ CHRY CHERRY TREE 168.1 � I W � ,1" • 185.3 WIL - WILLOW TREE g I x SPR SPRUCE TREE 1 Hxxt CP - REINFORCED CONCRETE PIPE Pa+O 000 � i 182.58 G J ,71. G • •♦ • 184.50 PCP - PLASTIC PIPE � � 171.98 c � PVC - POLYVINYL CHLORIDE PIPE � � CMP r CORRUGATED METAL PIPE g 187.9(� tat.56• DI - DUC HAIILF IRON PIPE Q ° .170.83 eN - 39,3 CH/L - CHAINLINK FENCE IE 8•PVC 165,79 (NE) N OF F @ANu eP• +82.75 0 •♦ iN,4 R - GUARD RAIL 198.5 109.57 0 ExiRU0E0 CURB 172.23 0 o. I �o - X - - FENCE UNE - G - GAS UNE N 89'20 57•E 100,00' NO z •tfb d Hm CNA FE NIX a 162.84 G - SD - - STORM GRAIN LINE `��' � , Y 182.22 G I o - SS -' SANITARY SEWER UNE 186,06 Tw ( I x - T - = UNDERGROUND COMMUNICATIONS UNE, ! »�1� 12'Mlw TELEPHONE ZS /en -" I 10' WIDE E - - ELFCTRICAL UNE, UNDERGROUND UNLESS OOMN 0.2' I PUBLIC WATER UNE EASEMENT OTHERWISE NOTED e x C - - UNDERGROUND CABLE, TV 114.5 171.9• 172.1. 1�� ( I PER PARTITION PUT 2000-020 AC - W - - WATERLINE � � • 187.8 e GVL - GRAVEL m �� I T.B.M. - TEMPORARY BENCHMARK in 01 - 167.4 182.69• II I OWNER: PAUL SCHATZ No e SURVEYOR'S NOTES REQUESTED BY. � � _ •, .♦ 15,'1.74 KARL KOROCH 'or to'MAP 10'MAP ( PAo ° A' 1) PROPERTY LINES SHOWN HEREON ARE PER PARTITION PLAT 2000-020 AND SURVEY NUMBER T.M.RIPPEY, CONSULTING ENGINEERS 166.08 TW ,� �1h I / / / / / 182.41 C 193.44 0 r?03) 443-3900 p 172.1• 174.8• 17 0 '�'� 182.4 • 193.9 ?.2790, WASHINGTON COUNTY SURVEY RECORDS, AND ARE FOR REFERENCE PURPOSES ONLY. NO 187.9 • 12• I • 177,8 1e0•D 149,9 1804 181.4 BOUNDARY SURVEY WAS CONDUCTED FOR THE PROPERTY SHOWN HEREON. 17819 , • ^ 174.8• I 178.19 p SITE ADDRESS: 6600 SW BONiTA RD. 188.7 1708 10'►rrw X 3 I . 176.9 • 177.7 171,7• �9. 178.9 ,\'C � ry 162.9 •193.4 183 • 1684 •1930 d •193.5 . 154.4 r • 185.7 2) UNDERGROUND UTILITY LANES SHOWN ON THE MAP ARE PFR SURFACE FEATURES, AS-BUILT iW1P TIGARD, OR I ND 190• •i�4 179.4/No .�� sm lee SUPPLIED BY TICARD WATER DISTRICT AND SURFACE MARKINGS BY OTHERS. � � o 1780• I1 .34 18b 3) THE SURVEYOR MAKES NO GUARANTEE AS TO THE EXACT LOCATION, EXISTENCE/NON- ).� 1 177 10 + 1117 •1 1 •112.1 1814 •112.1 N9 MG 186.7• 141.11 tw 86.64 TW J •18/.2 42" �9 � ,65.0 EXISTENCE OR FULL EXTENT OF ANY UNDERGROUND UTILITY LiNES FOR TPE' PROPERTY t SHOWN HEREON. I + 68.4 1 106,56 1�! 1�>' `� 1' `^, .(►p• ,�. `� S RW36'48"W 400.99' 3f 1<9t . •,'�A c 44.3 Surveyor: >' ,� ,� •+�4.+ x Weddle Surveying REGISTERED y8•#t Aro dp ` ,1S° "• �,�°?• ,t.� �p1' y • 184.6 iW77 PROFESSIONAL 1vt , 10 • 1750 SW Skyline Blvd. LAND SURVEYOR Suite 105 BENCHMARK Portland, 4R 97221-2544 WASHINGTON COUNTY BENCHMARK NO. 465, A BRASS DISK •186 3 JULY 13, 2004 1 CONCRETE SIDEWALK AT THE SE CORNER OF THE BRIDGE Ph. (5031 292-8083 ANTHONY 9, RYAN OVER 1-5 ON BONITA ROAD. 58833 Fax: 503) 292-0938 RENEWAL ��, DECEMM 31, 2006 ELEVATION r 202.884' (WASHINGTON COUNTY DATUM) JOB NO. 3901T • _ ..-.,.. •, mrj.;.,*,. ,. ,. ,..,.........r.,.,,n�g.4x,•.;•a9•n'trcr«w,cilµ'Ilyi'NrYy,eyn,�.�r•. :H•T oar ..,w:n , "r..,.�e,r-:ew+w,.�•m:wMwn�nwvK,.n,., •e.ywv+ `ts• .. 11r+ .-,. a.nr w+.A9141d�A4•�y . ......E•�itss' .. 1l )1 ,1,1(T�Tjlf�1 7 1jT1 u.,Tli.iltl�lT 11r�1�rili 1 L, x t II '"°` ��Y'i► 680.� • r ...r...c,•+... .r,.-. ..•,,,.a,..r. ,.....w.....r....w.+..,..*.w+w..n.w..,_..a...r.arr. � • k _ '.r,,,�,-.,. .:._...I.w.iw++nr,.w.o_w.,,x--...,•-..... +e» ,...••.w,-:.. yrr.Mh•rsw..++.,mr.�ra.,,-•.we.wwr.o ., _.:.....r..xnw.MnA,.:..,,-r,_- yM.,-^...:a....r...o..r.«-,,w.a.i.....n.,iTr+•'YAM�wflN�► *....r:,•••...i,w..n«.rev,-.,.,,.... .. +.w.........ww..owrr.w..,a..•e..•r. •.. - :d • C "i k; ysq, N i.Y A Keynotes 1. EXISTING SIGN PEDESTAL 420'-11j• _ 2. RED PAINTED CURB WITH "NO PARKING FIRE LANE" PAINTED IN 6" .�.,•, WHITE LETTERS AT APPROVED INTERVALS PER TVFM 3. REMOVE EXISTING SIDEWALK, TYPICAL MILDREN DESIGN GROUP, P.C. 8 4. NEW SIDEWALK, TYPICAL 5. NEW ACCESSIBLE SIDEWALK RAMP ARCIIrrEC`rURE • SPACE PLANNING S. CENTER LINE BONITA ROAD 7650 S.W. Beveland,Suite 120 7. EXISTING GUARDRAIL TO REMAIN 8. REMOVE EXISITNG CURB, TYPICAL Tigard,Oregon 97223-8692 SW C O N I T A �° 9. EXISTING CURB TO REMAIN Voice: 503-244-0552 10. EXISTING SIGN TO REMAIN Fax: 503-244-0417 N 11. REMOVE EXISTING AC SIDEWALK AND INSTALL NEW 6'-0" 13 11 `/ 13 12. NCNCRETE OARKINGfDEWALK SIGNAGE - SEE MEASURED ETAIL I /A FACEOFCURB 13. MATCH EXISTING SIDEWALK .. •• • • • .. .... . • :' . . , i 14. LANDSCAPING - SEE LANDSCAPE PLANS AND DETAILS FOR 15. NEW ACCESSIBLE PARKING STALL 16. NEW VAN ACCESSIBLE PARKING STALL 7 17. EXISTING TREE TO BE REMOVED 18. BUILDING SIGNAGE, 8" HIGH, 1' THICK DYNAFOAM WITH PLASTIC OVERLAY AND BUILDING NUMBER SIGNAGE, 12" HIGH, 1" THICK D rNAFOAM WITH PLASTIC OVERLAY 19. NEW 30' LIGHTPOLE WITH 250 MH CUTOFF LUMINAIRE 14 20, NEW WALL MOUNTED 250 MH CUTOFF LUMINAIRE 21. STRIPED PAINTING AT ACCESSIBLE ROUTE 22. EXISTING SIDEWALK 23. DO ENTERX- x -x� \ 24. ONENOT WAY DIRECTIONAL ROW, PAINTEDAI.3 X 25. PARKING TYPICAL 26. REMOVE EXISTING RETAINING CURB,RETAININGWALLS, STAIR, GUARDRAIL AND SLAB 110.34' 1''` N 85'12'55"£ N 89'38'00'E 311.00' Xx - - - - - -... _ - - - - j #27 JA MioIII Curb TypesOF 51'--10" (6 EQUAIQ S _60'-6" ( I II -' -- -' ) 7 EQUAL SPACES) --- 54'-0" (8 AT 9'-0") 36'-0" (4 AT 9'-0") I 54'-0" (6 AT 9'-0") T L EXISTING CURB TO BE REMOVED - Z - -- -- ---- - _ _ - - - i •.1 n, -- - - i- _ _ � � I - EXTRUDED CONCRETE CURB, SEE DETAIL 8/A1.3 O -�--� - _ 8'-7" �1'�° 9'-0" 1 9 I X26 -- - - - \ \ Q 6'-0 +--- 27'-0" (3 AT 9'-0") Al.3 A52 T.- �O---- 9'-U" cv " 18'-0" (2 AT 9'-0") CAST 1N PLACE CONCRETE CURB, SEE DETAIL 9/A1.3 x(6 1 9'-0 ) _ I / 8'-0 20.00 \ I II 0 25 1 0 \ I I I , II •I I I 1 -- III o 7 1 I 22 \ I 4 N28• 4GM o 21 I r - iii I I 1 II 1 I 1 6600 I: III a I x Owner: PHASE II PACA � I < x PARKING ' �" '0 " I Properties,ies LL � rl o II pe C #25 � Il o EXIS�'T1NG 5 15 a 6600 SW Bonita Rd BMIDING i Tigard,Oregon 97224 FF=178.28 Cb ll < 7 I PHASE li Q I x P� to Project: Paul Schatz '~' 8 I s Furniture - .:'i': 7 Thomasville0 L I x I 6 A1.3 PAUL SCHATZ I I I " I I 6600&%%SW Bonita Rd 1 ;1 I i I W Tigan,Oregon 97224 I 23,486 SF 15'-6` 0) 26'-0• - I I r ----- - ---� �� to o II I I I Q 8 . v �•-- II -� 7 rN ,u- I I L --- --- I =� BUILDING I � < � �� I I � ' - #5 TOTAL � __ 00 II, I ( ° ,;M II 39,629 + 223 W sheet Titk I I �- 39 852 SF 26 " ` I x Site Plan A11.� 1 I 1 II i_i C x 24 A1.2 r I r _ II J I g o I 1 LOOM 0 ' I THOMASVILLE �� I ----r• 16,143 + 223 '- III 'a 4 169366 SF I-- Ai.2 i 11 I I I Z - _ = I FF=178.28 FF-182.28i1 c I N 89'29'57"E 100.00' / �� 06 I (PA12 1 1 ( I i c I Reviskxlx 1 1 i II III x 17 I II III III I o? I � I I iu 10•MAP I II // 24 II III N �p'('S AT 23 11 I -�'s 19 17 K #17 I - - --_ 7J 10"MAP x 3 A - - _- --oil1 ZD S(� 1 #16 i 20 4 - 21 // .� I _ 20 �. O #14 17 8 DEC X19 #20 o CHRY 17/-1 � / ,-#22 /-At2 S'// \O 1 17 12 roaHts tvon ' / 17 24 1 `DEC / 17 10 DEC 421 Maw OEEIOM P.C. xoa7, ALL THM 5 110 f0 O III D OR Oi ANY THE FNIMTY S etr3e'4e'w 400.99' x M OeAot�On" 23 MA/N�t,[xCv7 1 TR[Pleat INIIft[N I P[INCISlId/OT MUM r r a I OR".P.C. Date 18 May 2007 Drawn by: Checked by: Site Plan MRW WEM Job Number: 106051 10 20 40 sr.tet 1 0 , Permit Submittal - May 2007 A I - I • iAIr �� rt!.,.,. .w., r :, nY•1,'l,�i ?�A6en r, r r; • tofiY:w,,+ M^^'t6'I�wnIMFF'M/fPs!•Fntw.,:'-wv,aw•r. ..iA _ �.rtYhAylJni ,' p.. a.. - .� t .Y^. 4n - ,M""' .,.. 'awnlAr�•A....... , w... l �� ,TtirmTIrlr11 II �. ♦ , J R i .: .... ,+,,....-_ -•.-.•,r.w...a.�..s+ •.�.,,.+.-..re�rs.r..��w..s.�,•w�...�.•a ra.a.•.�....rev J•r...�.w..w.,...e,�wl..1...,.e..,�_-w.,.•...r.••qv.w+w•+...rn..s..,.+w�.e�.1i�Ylnv. _�✓'__ .,. A f a - ... .. K-.wran..+M•rr..r.r+rww,.as_,.....*...,.._... ._, .... ..<s:.��r.r..r-w...: w.+ra�•.•-..+.rr•w�c �ac,..•.•n..war'wetp�.Vl.�,...nq •w ,.•:wl,O.,,wMI+.MUee•+w.� _ , q • �Mr1VFT•.1M{)fY.iM,HWiYN�l1.'•t"YM,Y•N•Yd/}�@:.1....... ._ '-.-...s r '••Mm�,/FSH++ r.•.M�.•Y.•_'WL.'w4i-••M �yy,_���! •. - �tu1M"�: ._„AMDr_,r"t'sl ..n. .v ...+ w•r w a w.6.+.�,M•^�Yi,"��Mii.�...rt�M•►•,"r,lAb�-. ..vMy.-t•F- 4i.�.1 r..i�..». �.v,•. ,. •... _a - yyr, ti •i i� f.. i i, :171 'w `4 j;. 7!',r I� 176.6 -t .a 1 7%.3• i _ 8 wV •� 7__.fes_ ..��, , F_ Z J: _ _ !.� _ J ! ;� 177.25 TCS:-J - - ,� `r '�'� ta7s2 r- n eo c - i 17 10 TC E 178.20 TC E NG N, 1 -- 176.75 G E !r 4' a.6s c� tP 1176.90 G (E) 177.70 G � ) S y -i �j rte-_. -- =="z" 1ii3.b.`; �> -,1• ,.." - j ,61.05 G � 1 I I r ( I � ' - _- _ ___ _ __ ___ ___ _ lie.J:_ .. ._T_-_ -_ � fn �� e+, 168.41 �I I I G - xTRUD CUR ,._.__I_ -�7 I• ___ I, T.- _ _- r ; 7b. _ I 1),9.)o TC,(E) I 8 60 TCLEGEND AC v t 'ell ,,p 17 c ! �[1 I, 9.40 �tl 1 -1 8 0 G01 6511 % T I y� C.17� �,Ip` _ 17D.7 C I 177,55 TC E) !I 101 EXISTING C04TOUR - 1 FOOT INTERVALS j rO a' � '�� 177.45G E17 ..1_0 TJ ` I b 'C� 73.00 TQC Gr, \ SAWCUT 0 TC 180.25 TC 0;1�" 100--- EXISTING CONTOUR - 5 FOOT INTERVALS c,73 C 172.60 G 2.90 ( I Y I / 1�Z45 TC 178.30 TC AC 179.75 E W i J 173. 0 176-�.9 -G-JEJ 177.80 G E) T178.00 G ( , T V C7 17 3.10. `*r*-178 tS Tl`/� -- -- �'7pJ 102 NEW CONTOUR - 1 FOOT INTERVALS ^ 106.80 c 1.73.0 G 'n 176.5 TC - _ m F� 0 12 G 1 p TC/ `/ 176. G t,9.6o c - 3 i { - 100 NEW CONTOUR - 5 FOOT INTERVALS 6 73. TC I ?2.tao 177.50 177.90 178.fi0 TC b a 6. 16 16'•a- _` �'`� Z2. 0.10 TIC 17 6 T, ,78 0 178.00 ,%, ;78.e0 G w 1 9.60 G (E) 1�_ d0,p0 ��j`-�- -- - 25 173. G 178.05 TC -- - .� ( , SPOT ELEVATION �L1-L- '`:- .�° 73.30 7 "� �� �.� 178.7 TC I 1 0 TC 'i %� c , 178.2 G _ -- 1-72.4b TC 7s. I AC l�: '� t 4 70.31 C 1713. _TC 178.20 T �: v ` / 178.9 TC I 1 CB \ L 90 G (E) 1 3, 0 IM. 18 o.1 178' G 18 9 TC RIM 100.00 CATCH BASIN RIM ELEVATION 173. TIC k: b. , I E 4 ��' r , u l 1; 2 HO G114 v W- 11"I ! 18 4 G C, , 173.20 I 73 1 17 RF SID LK 11)0 8, ^ 18 00 TC MH _ MANHOLE RIM ELEVATION 18 5 G RIM 100.00 i 173.00 17 .80 TC 1 + r `�, 176.7^ ,� p PROfF ! ti" 172.30 1'C G 17 .90 TC z� ». - - - - - ' '�, Ii (� EXISTING ��`� t Nt Ur i 174.30 ' �t� ,,,,pp�a 178.15 `0 v 1/176.i.,a l b t . Tl Y 172. �; .c 174.20 _ T �I 178. 0 ,�y.a:1 c: ����15504 ♦+ 177.65 TC/G 78.25 r ■ CATCH BASIN 4 ' 1 176.60 TC - 79.25 TC NC .1 °� 172.30' TC'LG G �w� 177.75 179.00 78.75 G 1j �-- Q MANHOLE I 170.8 c 174.30 - +eo.5a r: II 1171.95 176.85 'TC y U 25, 1 s 177.90 TC/G 179.14 180.0 4 +�_a• J I,0r,TC I 7e.o 172.90 174.30 176.35 G --�� a I 25. 177.90 KOROC' ,90 G a 177.90 179.10 C� I 8.95 TC/G ,1 �- �"P 170.5 c 172.80 TC i 179,20 179.00 TCG EXPIRES: 6 30 07 I 173.140 TC 172.30 ( 177.90 TC/G ,� GDERAL NOTES 172.90 G � 178.00 '�'�.�.. ;;"I 18 I 173,40 175.0 ,eo c 179.2 179.30- '' 1 'o ;. - , s3 c I'' ( ; % G 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION 178.00 TC/G I 19 55 A- � AND THE PROJECT SPECInCATtONS. 172:50 T � I 1%9.80 ' 179.20` T A 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED 172:p0 G;(E) 179.70 TC N - CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT I I ALL TIMES. 179.30 G 180.80 TCS I ' j NG FF 178.28 179.85 TIC ++ II 1 G i yn 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTIIJTY NOTIFICATION CENTER, t 10.74 c' I-F FI_ ; I 179.35 G 181,05 TC 11'a 1 1.65 TC 3 BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 800 332-2344. 1171.27 c , 180.55 G (E -- X11 181.15 G �, - 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES A 170.70 h� II ! SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT F- o p¢l, 1, 1 173.40 TC`' II 1 I _.II�'4. f� 1 ' 172.90 G -1- I i a LOCATIONS WITH ENGINEER. 1 i4 7 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED U1 173 ' OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT !1 2.90 GC � - I 180.45 TC ffI REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. �I 179.95 G 1at.o�C --•-N-_ I { �: .�; .! q 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SAWCUT , I`a, ` i t s 1 o' y 82 3C. TC r SURVEY PREPARED BY WEDDLE 8t ASSOC. DATED AUGUST 2, 2006. 1 IL 173.40 TG' `; 180.55 I I � a °' i 18 G 7. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE I 172.90 G °n I 180.35 T� j ' 1 rr 179 85 G i I GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN 173. 0 TIC M P _. 2.40 TIC 172. d G 1 T i, ROUGH GRADING. 171.90 G (E) n I °� 180.05 G q NG I S. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE 1 1.34 G FINISHED GRADE, WHICH INCLUDES SUBGRADE SOIL, TOPSOIL. SOIL 181.70 TC AMENDMENTS, ROCKERY AND RUNOFF PROTECTION. CONTRACTOR IS 170.61 �wM� u3`6 _ I 181.20 G (E) ' 183.07 C RESPONSIBLE TOLANDSCAPE COORDINATEGRAlHNG WITH BOTH EXCAVATOR AND 411 y r o 172.1 G ED 17o.diATCH EXISTIN I CUR© 173.50 1� E ; y _ 16s.as 181.20 TIC II 173.00 G (E) ' ! ? 180.70 G ?� 183.55 181.30 Ac ul �w ( � 173.16 C E I �._. �, 6 181.40 TC o ' ' 182.95 TC 172.66 G (E) 10 173.91 c = l _ 180.90 G 181.44 G I o i. 181.35 81.20 TIC i 1%1. c I / /• { _ __ TRF 1 181.50 180.70 G °c t7U.?1 L SAWCUT I �� (', `^1 5 I 169.8 17,1.53 C / a:2.0VIG�° _�•' h S1 Idt li! -.7 73• 1 ?2.13 i. 1 N 0 > • 1 ee.' ! i 181.65 7�„ II 1 183.40 TC o 7 173.00 TC 1 181.15 G I I� 182.90 G l 172.50 G 181.30 t 171.98 G 1 181.75 i lbo.T0 G s 172.95 TC }�- I C8 a /171.98 - _ _ _ _._ 182.20 172.45 G ; IM 1 00 _ t� 1"72.48 TC (E) 182.25 its 1 171.98 G (E) �,\ 172.60 TC 182.65 C N ' - __ _- _ 172.10 G E FF=182.28 , 1 . ' ii - - ' ------ - - I O FF 178.28 182.15N�,:as c 1 0. 0 TC <i` 173.15 182.15 GO 170.20 G 182. TC 173.20 182.25 181. 0 G 183.70 rC 18 05 TC 183.20 G I 1710.35 TC - 't 178.20 16 .8 G ,� C ' ' 1 '3.30 TO .�,. . , 18 .20 TC ._ �. .. - , 182.20 _ 184.10 TC 174.80 TC - 1 .70 G ' ` ,-•-_� 174.30 G 178.20 182.10 7 18-3.60 G x i I 1e, NG r . , 0 G 178.10 17 �► 41"` 1 C C 182.5 TC OD -1 184. T� 176.10 TC `�G a I 82.70 TIC a' 184.60 TC 1 O `` c-. `, t, G 173 5 G / 175.60 G 82.20 G 182. G 184.10 G C I�cr a 10 nr ` ,• 173.3 TC ��a 165.08 'Yi •h:.6H ir! co ,1 !, 1 72.8 G ! .'�h r .- _ .. _ - - _ - - _- - - t - THIN DRA ARE THE PROPEM OF 167 rO� 1Rr h R(I tt ] R. 1 8 044 G 183.9 t Ili 1piRlI�TO K I II® 170 f Z' �/J Jy S " \ h • 19J.5 WTIEN PER1NS5110N OF T.M. PIPPED t l r'. F :_, ' N war rANIIEn onfrr MiN 11E PROPE71 C� { + � I ( s !,•) , ►^ 6.9 177 i rV 1 J 193.4 '� r ^ • 184.4 ' " o0N5111t1NC ENGIEE11s 1110 RIM 169.4 I R ) r� \ t o•/ Y, ^ v�1 •110 175.a NG - 1182M- G-' 1 ^ ,.. - - ' t' / r• I ��.r• J >1 `, . r .- (t � r1 .- I 18Q - ! £ j.... 181.8/ 18.^.'I l G DATE -May IA,2007 i '.f t M _q, 1 F R> FILENAME: C1.O.d� 8o n ; I f 1`' 1 I ., A 18.:2_v 1 t. > . 1.2 r. ea "I 1 , T 1 y• 9 .u� 119.1 X `� � ` _- 1g6 5E; CHK'D BY: KIK - -- f' J - •►�� DRAWN BY: SAD _ - w w Xx, 't 84.3 "- ' 183.00 TC SHEFI' 170.2 5 TC .I; ,��_ 182.50 Gi 169.75 G 172.55 TC._ '�.. - '__ • - - _ _ _____ v 4 1' - --- - •158.0 TC 1ea.-7 172.05 G o a 1 178.40 TC +� ."' 172.75 TIC ��"�' ,�' 177.90 G ��� ,���� ,e�' ,'. - 4.50 G 184.e 172.25 G 178.20_TC °� \ NORM C too 177.70 G ,mti \, `� \\ PL I �\\ OF NX •18!s A wlmz ! - W Permit Submittal - May 2007 MOIECf N..: / +►• ...- I ,. �.wrw.,•Ort•u.sw+.ro+•IM•.-e<,,,,s,.,,.,..:-t r•...w. , '"PM �',;. '.'T.�g4l 'v- /dR+ae,'te'.Np�4* ,. -;. .. qr✓.,(•"fs►�IrNwd'!q,`tlte"' '•M•iyry .'��.I. -- -- I - --."'r_'_"-'_- ^ MMnn+ermu a.-u..... _.. tr, ., +Ih. ` . ♦._ .. ..c....a f«' :+$.71rq,pplwn^•" .gpp i 1 _ :� ',+E" � ����IpM.iSaAIYMkWJ•ai.I,}YYdf111W:1% ` ul• s•:ln. .,:••'Lriw"' -..•---+-•-r__.. -••..Yrw•�'+xv rflcuH+: "',r'�`^-'- �:� fit Tj - . 1P T�1T�T I soI � L �: i I�lllllllllllllll IW�lW Wt�llll 1111�IIU. a, �' • d 1 Y�`'~ I 4 ! 31, , '�TyA b t -�.w... .... ... ....»-.... ..+.eew..►,n ...+r..,..w..,+.... ......a...,,rrM..w... r .., � , � '� - ' y ` ' ...wutwwawK.ebYLM.w tfr�,''�.�,1'+. .. .r... w.....w-- -.r...,...,r.....,,s ...+t-a. sc.s . -------...w.rr. ' '• r:+rw.. .-. ., •. .,:', .,...•.,....,.o,r,.r.r.w..-,,,,a...,wr.-a+.n, ..,...w...,+..+..._., ,..::,...,1.7.•..:. r.n.....,...w+............-.........>e,:.,.wra,.w.,rwrw,+ sway-. •n.wrnr+.,orY► .w. a,s..�.•+sa:. .. .- ......... - ,IW.•,.-...W'.._..T': +r•„a4i..'N•t,...- -•�+'...w.«' •.'�•^,R•I•Rtn.s. _.....,..aNn.•.......wnr .-w-t._.. '.,a...--a,s..... a...:ttwr. .s.•.w..sw-,...=...rr.•.ee s.-n .w++r...;..r-,...:,.......,. .. .. �j• 4!j' �' Iiib Cir �a*1 r�yJ „•n ey F.: �f 1 I 1 _-' ,---_--,----r- w r� w )_ SnI T B CONTEC W SIX \ /� 176.63-- 171.3• tJ '"'/ CARTRIDGES - _E / - X-- - -- 69.5U-MA o ao.� ` j IE IN: 164.60 (10` _ / �l _ 187321.1 162: (12NH B Y t 117. 4.85 0 � LP i NG S _ 'R r hill"fit AIIIIIIIIJU11115ill Aw \ EP U 1� - • �....r�- � B1�7' 1 7.05 G / / 1804\ 11.6• I c% / `6q e , N t!$'16.1Q..t /6 68 SD 1 p1 ql , I S! -- ------ 01 178. � i� ••'I' I �rn ' +75.78 G XTRUD COR 177.48 //-�s•�-_�IF- I 17p, p C 6!d� 3 (5 4K i;r LEGEND p 1 1 75J G W I 1 9.9 wv • a -W s nave - - --I ?1s,�ls Gam._ 7s�s-r i 4,1� 63.73 c W' TO EXIST MH 175.07 --- - - IE: 16 1% j/ AC `r�' � f f 4 NEW -S S�'.__ �. S .__- _-.��.--I i Sp `` 7 Ac _ SANITARY SEWER UNE EYISTING W es 2: Tc 11.3.31 _ '� - --- - ��c i 1 xp4 STORM 1 C 7 1 •.1" 164.30 u :bfi.80 G X6'1. ?a , V t6---J I ., .,-r:v>r.wato - artwra�+4t«e.•e•••+• "� w J� el v"�Y SEWER UNE W 1 fez. sl a�'E/ 1ss S�L y=�'Jb I i - r°' 179.sc7 G I FIRE WATER UNE -.��-_ �-I C�7 - ,. NNN ,, i Irtos \ i w4 2 F DOMESTIC WATER UNE ^"' W _ \ / TELEPHONE UNE �T �� ��' �' � � •., 184 78 c�cuRB-� '- 1�1$ \. �. EX� S 1'c,(,J 6 1776 � 17c.s, c .' \ !� _ 1€x--A62. 5 177.87 C 178.48 G / - I �� ELECTRIC LINE E d S 6.1 I I I S B I j \ - 179.31 . I NATURAL GAS UNE G - \ s' IJ 7$.2 > � > G 17B 2 G • j A o.?+.A 11. 8 •� �` C I i I AQJ 7.1 �! ° 16u.t v1 j G wIDE Gas EASEMEN' _ c , nor? PARCE! T. FIRE II rH I s xA r 1801 180.1 I CATCH BASIN ELEVATIONS CB �•,1 Z 1 e.8a GI I co;u;lt4_;:L CUP0 , ap 179.11 C _ RIM 100.00 � PER PARTITION %'UST 2000-020 \ A -� - G . NC I - � IE 97.00 �SMH RIM 162.92 J '` 10" 157.08 SE .\ 7 CI�� r 1 C" 156.60 l CBS N F:M !7p 36 - 60-'S 4 72. `F b0.7 GM 17 NG r MANHOLE ELEVATIONS MH RIM-1 3.5 AIAT I 167.1 177.5 isN;/ 165 (s « - r ; �__ _..�-- _ - _ __. .. _ _ C RIM 100.06 ��p PRogi 50 0` I I c� 7 IE 97.00 \ > 17•. +i J176. ,�ry 9d 119.93 G 18cl.ch EXISTING (E) 4� ��1.�1.�164 ♦+ • 1 r;� 8 DOWNSPOUT o p$ Parcel 2 =`= N� s CLEANOUT MANHOLE N A�I67 c 6` SD 79X ) _ ,rohh T d II�c ;7G.0 1Hn09 ��-- -e-•� ZY �� FIRE HYDRANT AFH 25. !'.ATCH BASIN ■ �qRE KO�tOG y� EXPIRES: S 30 07 4A°'P Parcel a 1 �I I W ITER E DEERCTOR CHECK VALVE ®DDCV - I \\. w I� 181.26 OWM T.B.M. 175.0 f 1 91)e7 T: 1: BACK FLOW PREVENTOR IEIBF - I 180.40 r. WATER VALVE •WV NORTH BOLT OF 70P FLANGE 17 �'( 180.33 G •I • "re OF FIRE_ HYDRANT 181.0 ELEVATION 174.76' (WASHINGTON COUNTY DATUM) '74'1 11}0555 c; 17 LF DIIF - 180.44 if OE NTl PIPE O 0NG t AC NOTES a NC FF 178.28 I 81 yn Gi 1 70.74 Lpw I V 1 a I fr_ I h;1 77 c o - -�� 10 r "rd 1. ALI. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF `t U �� `1 I b THE PLUMBING CODE, BUILDING CODE AND THE FIRE CODE. K En s WOR SHALL ALSO _ -' CONFORM TO THE STANDARDS OF THE CITY OF TIGARD AND TO PROJECT x Q Ij ____E E "_ - ;' 1!') SPECIFICATIONS. 174.1 175.8• I _ -----._ i I ( 1'' 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED 3 0 - I CONSTRUCTION DOCUMENTS EXISTII•li; - -- INCLUDING ADDENDA ON THE PROJECT SITE AT ALL � IE: 7.10 m . __ 180.91• O TIMES. 6UILDIIIr - m 1n _ I 181.0 Z 3. THE CONTRACTOR S!iALL NOTIFI' THE OREGON UTILITY NOTIFICATION CENTER, 3 w ;' M If: CONNECT TO EXISTING / 182 46 BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 800 332-2344. ISTI G I W1:1 R ! ,�\ WATER SERVICE. MATCH !s ,� I CBS N RIM 170..11 _ MAI 'Q 'Q EXISTING SERVICE SIZE AND �`a - II 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH n' \ ' I I N I °o rs�� INSTALL !%RIVAIE WATER R,;E TER i i I Lal AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT LOCATIONS l AND BOX. CONTRACTOR TO I I I F- WITH ENGINEER. VERIFY SIZE AND LOCATION $ � q PRIOR TO CONSTRUCTION OR -�,�__� I 5. THE CONTRACTOR SHAIL KEEP THE ENGINEER AND JURISDICTION INFORMED OF NG I V� ORDERING MATERIALS. I CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED IE 10 RIM 171.58 �' H m I W INTERVALS. 24-HOUR NOTICE IS REQUIRED. IE io"Pvc 134,03 (N) - - I 6" O 7771 'B1.os• 15,.3, c I I � IE 8" 184,12 (E) / IE 10" 184.08 (S) �� a 70 _ 18,307 Z 6. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, C95 E AIM 69.85 - ��� s �� FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. 1 7 • J7Ir 0G O 'S 'U d Z w-v °•� � k, 7. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH PLUMBING CODE CHAPTER .Y RIPE __� �, 48 ACCESS MH - 7 CBS N RIM r 70©o _ f I yT__ RIM 172. 80 MATCH EXIST. _ 00 SEVEN, SECTION 707 AND SECTION 19. NOT ALL REQUIRED CLEAN OUTS ARE PIPE) -�� --- _ _ 70.F8 G \ '•� 1 qac i SHOWN. SOMH PIM 170.32 159.As c q W - -- I IE:165.60 IE 12"PLP 163.33 N) _J ACI INSTALL 2 FLOOR DRAINS. _ 8. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY IE 17"P!_P 163.52 Ssw �- J-eo •� 183.58 PREPARED BY WEDDLE Ac ASSOC. DATED AUGUST 2, 2006. ) CONNECT TO EXISTING G � � AC BP XI I SI DRAIN. CONTRACTOR �� �� - - _ IE 12"PVC 187.48 (NE) \ i_xlxuuCo TO VERIFY SIZE AND 9. THE CONIT2ACinR SHALL VERIFY' AND CONFIRM EXISTING CONDITIONS. NOTIFY i _�--► A 17.3•x7 c �cuR1, `�` - - 7 ENGINEFR OF VARIATIONS IN CONDITIONS SHOWN ON THE PLANS. POINTS OF •� o LOCATION OF EXISTING DRAIN. N7 I ) NOTIFY ENGINEER OF CONNECTION "�J EXISTING UTILITIES AND LOCATIONS WHERE NEW UTILITIES WII1 IE 8 PVC 168.19 NE ' 1 5' s \ 78 .s B e rw te2.03 Tc I IE 4"PVC 186.49 (NE) ��, \ m I / 173:b�c, POSSIBLE CONFLICTS. -1$1;58 G 1 CROSS EXISTING UTILITIES SHALL BE VERIFIED BY POTHOWNG PRIOR TO _ 111 CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTORS RESPONSIBILITY 171. c - - - TO SCHEDULE POTHOWNG SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT 170.77 r,/" ` 1 I TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS J \ 180.5 73 TC �` `•.� •tet-_ ' cII 73 c• 181.70 _ � APPROVED BY THE JURISDICTION WE�HOUT IMPACTING 711E PROJECT SCHEDULE. 'la I� 181.89 G , 7°.7�' " 17 13 91 7 c . h '� 154.10 10. STORM DRAIN FITTINGS ARE TO BE ECCENTRIC. n fr �� ° i 10�� �O�D \ • 185. J 11. SITE RUNOFF' HAS BEEN QUANTIFIED THE RATIONAL METHOD. PIPE SIZING IS BASED '�• ;�� I ° ( ON MANNING'S FORMULA WITH N-0.012. IF THE CONTRACTOR DESIRES TO 'POND r coo / I/ IB HIG SIGN SUBSTITUTE MATERIAL WITH A DIFFERENT N-VALUE REVISION OF CALCULATIONS WILL v 1 . c J NG 182.58 G ! BE NECESSARY. THE CONTRACTOR MAY CONTACT THE ENGINEER FOR THE ' + o B 1.98 - - - - _ __ _ _ . /1 •�� t 84.59 REVISIONS. 187.0 F o : 0 6" SD O 1 X 2;,;• \, •� 12. DOMESTIC WATER LINES AND ACCESSORIES BETWEEN ME WATER METER AND THE IF e"PVC 165.79 (NE) --" � IE. 166• 0 70 \ t- BUILDING SiiAl1 BE INSTAUED BY A LICENSED PLUMBER EMPLOYED BY A LICENSED TOP OF BANK 189,4 / I 182.75 c , \A, �, PLUMBING CONTRACTOR. BP` � ,565 ,fa 57 G d,� ; .� -- D CURB n2.z c FF=182.28 •' HIOH CH FENCE - -"_ --- FF 178.28 13. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS r --- II UF> / /=" I 182114 c f NG ��-' APPROVED FOR INTERIOR USE A5 DESCRIBED IN THE CURRENT EDITION OF THE 165.05 TW PLUMBING CODE. I \ I 14. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MADE TTY THE APPROPRIATE - � USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY r PUBIIC WATER 11N'. "A'JMENI 71.0 B• 1� / PFP PnPntnlN N /r ,non-olr, ,,.a ONE BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED AC / FITTINGS OF EQUIVALENT SWEEP. 15. INLETS AND OUTLETS TO ON-SITE MANHOLES SHAII HAVE FLEXIBLE CONNECTION NO vi 167.4 - / i h h, iy LP G9• v, CLOSER THAN 12" AND NO FARTHER IRAN 36" FROM THE MANHOLE. z ✓� 8» D NG S 1X •.� e5 74 i r 16. MANHOLES HALL HAVE S L. ! � I r S VE MooTH, UNIFORM YrniERWAY WITH CHANGES OF DIRECTION CONC \\ ! / j PAD �s �Q s, MAGA WITH THE APPROPRIATE SWEEP OFFSET PER THE OREGON PLUMBING .1. ` rc / SPECIALTY CODE. �10 IW SS.rlh TW F,F, "i W 57 C1 ♦ Q 11L: • 7•.g• p - - - - - - • 1 - y�!g7p---�,_�1A3 a4 G n` / _ • 177.8 180.0 180.0 1306 3 1 g2.4__--�-'- ;>� . -- TI[�OMAN�YSS AIE THE PWP"OF 175. / I 17A.11 1 7 19 _ _ -- ' - -- __._ 18.1.9 c, T.M.RPPEY(MMSAYM EWG99 S NC. j 1 fib.i 170. I _ • .: ! AM AM MOT TO K USED OR PON== O - 1S to 183.G 7 • 1 e.9 177.7 H.1 s l CB ' ( Vin/ 9.(7• I a a 717 t NGl �� iB2.9�.`- • 183 ,1 _ �.�.._N • IHa.a f N' BG..t4 WOTTEN RMMON OF T.M. IUPPEY kIM 189.40 'c 176.0 -0 ti 6 180 • 182. 1 G DATE: MeV 18.2007 IE: 187.35 n - / \ Caez:T` 1B1.o� °v°, FILE NAME: cz.OaW 1 R8 61 TW Gfi,$4 ?W � ` `� � • 181.i �_ �`�• l \\ ,\ 1 8 a �^ `1 185- DRAWN BY: SAD bhp 4h0 8' MGH �P/t fhb - X t 10' L.. ` • X `841 ,3 X - � I 1 B6.5fi CHK'D BY: KIK ` sHEF-r So� , - ~^ _ P� `-_ -_ _ -__._. ________--__-�... _ .-_;�---------.�_� ".----_�._ ---•!,184.1 I li -1 111p •.,\ • � � C2 . 0 OF 1 � � \ �\ • ,RF 3 E T ' •0' Permit Submittal - May 2007 PRowi-F No 1 5V3 • ' i . .....Y. • ...... .., ' - "aV_..-. .....'_!•. IN 1111 1 `t•nwr„ !• NIP kn',t�"mSFof.r!'rv.+aRa:w'Y11BPi!MaYKt�r,1185-r..x - x.•,n.a, v,n,>: ...... !r c1YMY3.:d49!}I . t i TIT 1111TIT 1 11 1... 0044-0 win" .. + T .. � • i Alb,M � +I<`0.•. 1 I , F +..w-r.w....n...r ,.-.......,«..c....a,•..............,ru......-►----..ar s...cn .........ars.n�...wm•....,.._ ..-•wwr w.«.r.r.-n..-��,..,.+•�...,.�w..+..,.rM+........w.. ....., .�F.. -...a+s�..�.,i+r..+r•,-�+•,...r\..v,•f.., � w..+CMIr�Ww•-w.++11•r,r+.rrr..wn :...r.•.v+.•el.wwq.wM.YI....Y,rP+.w,,,...•.;.. •+w.r..v.lrs.w a.r,. R + �;!I . .+�el�kr•rmr."os.+avu+r.aro•wo•.n:+,.+a.,,e•+.,,derf.�.•.,,.r..,.. ....+.+w.r•".ceww.•+r,u.rs«.,•.�w,..�.•w-++w..�.esr+.fm++.m+rn.+,wii.r✓a. -•L:•o.""«... •F•..n•...,.rana ..r.•a--...w_-.ro-..+aa•. z.i.•w._.�..•..res.w-.,�.,..�.,...."e--r_1,,.�..,..,..•.w.�.,u.-..,ca.. �, r..u.,..�.o,+.nw...�•.n,www.w..nr•.•s/w.,„r.w�..r..-..,.:rw�e.r,a,.+.w.n-.....,..r,u-.•.,..,rsruea�'w .rr-.+.ssr.-^n,.+r: rF n rrt 5'.7' r� GENERAL NOTES - - METAL GRATE--RATED FOR HS-20. g BALLAST CAST IRON PIPE SLEEVE CONNECTOR Q 72'0 /- (SEE NOTE 8) 1)5TOKMFILTEP BY CONTECH 5TOKM'NATEK SOLUTIONS;PORI LAND,OR(800)548-4667;SCARBOROUGH,ME(877) PAVED AREA ON PRIVATE PROPERTY LANDSCAPE AREA ONLY PROVIDED BY MFR, 2X g 907-8C-G,ELKRIDGE,MD(866)740-3318. 2)FILTER LARTRIDGE(5)TO BE SIPHON-ACTUATED AND SELF-CLEANING. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF -- Y-- CARTRIDGES.ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON 517E PL.-,N5 OR IN DATA TArkE BELIJW. 3)PRECAST MANHOLE STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM C478 DETAIL REFLECT5 DESIGN INTENT RESURFACING TO MATCH EXISTING PAVING r ONLY.ACTUAL DIMENSIONS AND CONFIGURATION OF 5TRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAINING, SAWCUT SECTION. SAW CUT AT LOCATION OF JOINT rL io 3 ' 4)STRUCTURE AND ACCE55 COVER5 TO MEET AA5HTO H-20 LOAD RATING. EXIST. AC. _ H P 5)5TORMFILTER REQUIRES 2.:3 FEET Of DROP FROM INLtT TO OUTLET. IF LE55 DKOP IS AVAILABLt.CONTACT COWECH EXISTING STORMWATER SOLUTIONS. MINIMUM ANGLE BETWEEN INLET AND OUTLET 15 45'. SECTION H w • l A 61 INLET PIPING TO BE 5PECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PREC.A5T MANHOLE 5TORMFILI ER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. EIGHT INCH DIAMETER OL,,LET SECTION MAY BE 5EPARATED 6" I -III O r ° FROM OUTLET STUB AT MOLDED-iN CJT UNE TO ACCOMMODATE A 12 INCH OUTLET KY. CONNECTION TO DOWNSTREAM Mi PIPING TO BE MADE.U51NG A FU`XIBLE COUPLING OR ECCENTRIC REDUCER,AS REQUIRED,COUPLING BY FERNCO OR EQUAL q11 AND PROVIDED BY CONTRACTOR. APPROVED INLET PIPE e i Iz•m HDPE ourlET _ . NATIVE BACKFILL - CLEAN OUT 5TUB(SEE NOTES 5 4 6) 7)PROVIDE MINIMUM CLEARANCE FOR,MAINTENANCE AC CE55. IF A SHALLOWER SYSTEM 15 REGUIRED,CONTACT CONTECH 1 1 2 0" CRUSHED_ o(SEE NOTES 5 3 6) 570fiMWATER SOLUTIONS FOR OTHER OPTIONS. / " (COMPACTED) -- PIF�C SIZE AGGREGATE BACKFILL / -Otl)ANTI-FLOTATION BALLAST TO BE 5PECIFIED t)Y ENGINEER AND PROVIDED BY CONTRACTOR,IF REQUIRED.BALLAST TG 3E SET S - COMPACTED / 0 IE AS CALLED �: 4 AROUND THE PERIMETER OF THC ST1tUCTURf. Z OUT ON PI�W 2'-0" ROUND OR SQUARE SHEET91 ALL STORMFILTERS REGUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIUEJNES FOR MORE METAL CATCH BASIN -- DEPTH AS INFORMATION. ° / I 1 I I I = RLUUIRED. COAT WITH ASPHALT 30'0 FRAME PR.ECA5T MANHOLE w I I~ •° /A I I=II(= rL EMULSII)N INSIDE AND OUT. AS MANHOLE STORMFILTER- PLAN VIEW 1 AND covER(s TDI _I n ` ° _I I I \ MFG. EY LYNCH CO. G EQUAL. + STORMFILTER, DATA I I�.I C I i� NOTE: PAN WALT TO 9E 10 GA STRUCTURE IU ° • 1 WATER QUALITY FLOW RATE cf� 0.2o I I III '° r I I I I I VERIFY ALL \�- USE D.I. PIPE UNTIL 18" BELOW Z • --, ) °° -III ((I. REQUIREMENTS W/ GRADE. PEAK PLOW ROTC(<I_8 cM.�- 2.46 - n , ° o I > JURISDICTION RETURN PERIOD OF PEAK FLAW�yr9) 25 Io „ aPRIOR TO START OF « 0 OF CARTRIDGES REQUIRED _ s PIPE ZONE o," III---I I~ CONSTRUCTION i CARTRIDGE FLOW RATE 15 ar 7.7.5 15 `� -'=_�I MEDIA TYPE C5F PCRUTC IPG)_ (I I-' 30'0 FRAME AND RIM ELEVATION A 169.50 BEDDING � I I 1=111-7 2 C,ATM BARN RECTION ���F D PR0jI CONCRETE COVER TD PIPE DATA: I.E. ORIENTATION MATERIAL DIAMETER ° \� G GRADE RING (SEE NOTE 4) INAPT PIPE/I 163.00 6 M._ =I I!=III==)+ - 3/4"-0 PIPE BEDDING C3 0 NOT TO SCALE ��15501 ♦� o INLET PIPE 02 162.95 12' - I I- III- III ArjD PIPE ZONE MATERIAL OUTU fT STUD 162.95 12 1 STEP(TYP) J _MANHOLE STORMFILTER -TOP VIEW ) ECCrw1uC REDUCER Yl•SWo 5IzE H INLET FIFE ~� HDPE OUTLET 2 ANTIMY -FLOTATION A IT ON 5ALLA5T WIDTH HEIGHT � �-n (SEE NOTE5 5•6) RISER WITH OUTLET COLLAR SCUM BAFFLE OUTLET SRL KORA WI RI5ER - 1 2.0 OUTLET STUB NOTff-VYrCIAL REQUIREMENT5: FIFE ORIENTATION KEY: 1 4'-6'MIN MOLDED-IN CUT UNE 'w w�'�� BACKML � EXPIRES: 6 3O 07 (SEC NOTE 7) - 8'0 OUTLET STUB I C3.0 NOT TO SCALE BALLA5T 2 O' (5EC NOTE 8) HEI GH T WIDTH '_r,I L� SEE DETAIL 2/2 a UNDERDRAIN �'� OUTLET PIPE STORMFILTER CARTRIDGE BY CONTRACTOR) MANIFOLD (TW)(SEE NOTE 2) COUPUNG (� (BY CONTRACTOR) i-I 0 MANHOLE STORMFILTER -SECTION VIEW A /' (SEE NOTE 6) O A BALLAST THE 5TORMWATM k4g04eM[MGROUT (SEE NOTE 8) M TMC STOIGIIMA ILII MANAGCMCNt wl U.5.PATCf.T5torweatOdo �22,629, (BY CONTRACTOR) 5torwrU.5.PAmrr �22,629, No.5,707,527•No.6,027.639 No.5.707.527,No.6,027,639 No.6,649,048,W.5,624,576, MANHOLE STORMFILTER -OUTLET DETAIL 2 No.6,649,048.No.5,624,376, NNII M AND U+S RY, OTMM PON N1 2 0 OTIKR U-5.AND FOOT" PATENTS PCN0ING own PRECAST 72"MANHOLE STORMFILTER COMM 0PRECAST 72" MANHOLE STORMFILTER PLAN AND SECTION VIEWS STOP AND SECTION VIEWS, NOTES AND DATA 2 IL STANDARD DETAIL Ta LOTIONS_ STANDARD DETAIL NM�Am all ovnof W.M&N1DIE Immmmmm7mbom DIIMM/R MMI DAT[:WNW KCAL[NOTE FU WAM MMF7.7lC-9TE I DPAM MM CI WOW MO I IM-173.50 MATCH F.G. ♦♦^^ ca' - Q I - - STANDARD FRAME AND COVER GROUT- 4" CONCRETE EXTENSION RINC - LOW FI FINISH GRADE. INSTALL AS REQUIRED TO BRING g• SEE PLANS. MANHOLE COVER 8: FRAME TC - DESIGN GRADE - MAX. 3 RINGS OR 60" FLAT TOP PRECAST 12" MAX. N � MANHOLE W/ STEPS ORIFICE, IE=167.40 1 ECCENTRIC `MANHOLE TOP BORE 1.8" HOLE1.5� (VARIES) - -- ANCHOR RISER SHEAR GATE WITH -1 PIPE AS NEEDED WITH _ CONTROL ROD ATTACHED - HILTY 150 INJECTION - _ - TO TOP STEP -_ -- ADHESIVE ANCHORS STANDARD 48• MANHOLE RISERS P• b Ya�escQ; I!. I •`I���-=•.�I= -STANDARD M.H. 6" STORM PIPE O 0.571 6' STORM PIPE l� _ RUNGS 12. O.C. _ FLOW---- 6.5 _1 I :Ell 1-I-�I I 1- x� LOCATED ON VERT. SIDE OF MANHOLE, WITHIN 24" OF ,�r`X�y`' IE IN 165.60 III I 3" OF 1"--0" COVER AND FLOOR 4' RAM-NEK JOIN I MATERIAL OR EQUAL Ln STANDARD M.H. NOTES I BASEROCX NOTES: 12" 2" CROSS - RUNGS 12" O.C. I�(O T E S_ - COMPACTED SUBGRADE x 11. POURED CONCRETS BASE-5 , _ LOCATED ON VERT. SACK MIX, 3000 P.S.I. AT IE OUT 165.50-- SIDE OF MANHOLE, 1. CONCRETE SHALL BE 3000 P.S.I. AT 18 DAYS, F SACK MIX, SLUMP RANGE OF 1-1/2- TO Y. 28 DAYS, WITHIN 24" OF 2. FORM GROOVED ftv�RT AND - N COVER AND FLOOR 2. PANELS SHALL BE 5 FEET LONG, MAKE SURFACE SMOOTH TO - 0 8" TO 24" T NrRI 2• ORIFICE, IE- 164.00 ; DIRECT FLOW. / BORE 1.3" HOLE IN ^EMOVABLE 3. EXPANSIONWHEELCHAIR JOINTS . D PLACED AT SIDES OFDRIVEWAYCE45FEET.APPROACHES, UTILITY VAULTS, SLOP =182.00 nsat ORAMIG9 AAE n[veDrEltTr Di WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 4� FEET. ORIFICE PLATE EINE (WA OD119UlTING E1P*OP 115 W. AID AM NOT M LE USM OA IfPNOdICED 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, IN My��t�T NTH TW�� THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2' RADIUS. wdT M OF T.M. y ow"Im E11vEEF11S NIC 5. DRAIN BLOCKOUTS IN CURBS SHALL 9E EXTENDED TO BACK OF SIDEWALK WITH 3" DIA. PVC `D 17-" MIN. OF DATE: I►t,y 1a,tan _ PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. 6" OF 3/4"-0 AT 95X OF MAXIMUM 12" MIN. FILE NAME: C3.U. 2w PROCTOR VALUE ASTM 1557-C AGGREGATE COMPACTED TO 91% OF T-180 DRAWN Bl'. SAD CI(K'D BY: KJK SHEET - CUSTOM C'.II 04 4W ACCM MM OLE 5 CONTFLOL. MAII�IOL.E _ NOT TO SCALE \13.0 NOT TO SCALE C3.0 NOT TO Sr-AU �� C3 .0 Pcrmit Submit#al - May 21007 mo,Ecr I+o.: OF 6273 I ....,.. .. ,....... •.•..• �� -.,�a•wenl^,.rrn•Isar•+n^tr^:tx..•.°w:av�ah�"a,sv::w ,..,�'r��3 ��� • , L1 s f.7 I I 171�1 WAAL.Owl W. , I" s Mw,r-'"•,w•ws+. .-r.x.e . - •.v« •�/.uwu-•w•w•Wd11,••..t..w.+R w�...��a� ♦'IIILtiw ,a.,iiYaf►►.+•F"il.•Mn��.Y .�.y,,�, ,. • • .. , rrM,w...,.. • - �. 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HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE '',".'�� USE OF STANDARD OR HEAVY DUTY FILTER FABRIC SHALL MEET DESIGN STANDARDS. SYNTHETIC FILTER FABRIC INSPECTOR 10 DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. SHALL CONTAIN ULTRAVIOLET RAY INF:IuITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF (SCHEDULE A.5.B.1.1(3)) � EXPECTED USABLBASED CONSTRUCTION GIN AT A TEMINCIPLES RANGE OF 0 DEGREES TO 120 DEGREES. SELECTION 2. THE L•SCP MUST BE KEPT ONSITE AND ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE SHALL BE BASED ON STANDARD '_NGINEERINC PRINCIPLES FOR DESIGN. PLAN MUST BE INSTALLED IN SUCH A MANNER TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER 2) STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUF.;CTUHt:D STITCHED LOOPS FOR 2'X2" POST THAT ENTERS OR IS LIKELY TO ENTER SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACEWATER, ROADWAY, OR OTHER PROPERTIES DOES NOT OCCUR. `" ' • �' INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP-HILL SIDE OF THE SLOPED AREA, WITH POSTS (SCHEDULE A.3.A.) AND (SCHEDULE 8.3.B.) SPACED A MAXIMUM OF 6 FEET APART. 3. THE IMPLEMENTATION OF THE ESCP AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF FOAM THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT REGISTRANT UNTIL 3) FILTER FABRIC FENCE SHALL HAVE A MINIMUM VERTICAL BURIAL OF 8 INCHES UPHILL. (RECOMMEND 12' ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL DEVELOPMENT AGENCY AND DOWNHILL) ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE FIRMLY REDEPOSITED VEGETATION/LANDSCAPING IS ESTABLISHED. THE PERMIT REGISTRANT SHALL BE RESPONSIBLE FOR v) ALONG THE ENTIRE TRENCHED AREA ON THE DOWNHILL SIDE OF THE FENCE. MAINTENANCE AFTER THE LOTS ARE APPROVED, UNTIL THE LOTS ARE SOLD AND THE 1200-C PERMIT IS 'TERMINATED. (SCHEDULE A.4.A.) AND (SCHEDULE D.3.) 4) 111E PHYSICAL INTEGRITY OF ALL MATERIALS SHALL BE SUFFICIENT TO MEET THE REQUIREMENTS OF THEIR 4. THE PERMIT REGISTRANT MUST BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL W EXPANSION RESTRAINT 2 EACH (1J4" NYLON ROPE DUMP STRAPS INTENDED USE AND WITHSTAND NORMAL WEAR AND TEAR. EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE NTH LOCAL, STATE, OR FEDERAL a � 2 FLAT WASHERS) 5) WHERE PRACTICAL THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL TO THE LENGTH OF THE REGULATIONS. (SCHEDULE A.S.A.) AND (SCHEDULE A. 6.A.) 5. EROSION AND SEDIMENT CONTROL MEASURES INCLIj^'Nr. PERIMETER SED!,'AENT CONTROL MUST BE 1N PLACE (; BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, 2'X2" POSTS SHALL BE INTERLOCKED WITH BEFORE VEGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND 0' MAINTAINED, REPAIRED, AND EACH OTHER AND BE ATTACHED SECURELY. PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, 6) SEDIMENT FENCES SHALL INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE LEAST DAILY DURING PROLONGED NGED RAINFALL ANY REQUIRED REPAIRS, RELOCATIONS OR INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT NON--STORMWATER POLLUTION CONTROLS. (SCHEDULE_ A.5.B.11.(2)), (SCHEDULE A.5.8.11.(7)), (SCHEDULE Z ADDITIONS SWILL BE A.7.D.1.(2)) & (SCHEDULE 7.F.) MADE 1MMEDIATFLY. 6. BEGIN LAND CLEARING, EXCAVATION, TRENCHING, CUTTING OR GRADING AND EARTHWORK-SURFACE ROUGHING 7) AT NO TIME SHALL. MORE TWW 10 INCH DEPTH OF SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND A SEDIMENT AFTER INSTALLING APPLICABLE SEDIMENT, EROSION PREVENTION AND RUNOFF CONTROL MEASURES NOT IN INSTALLATION DETAIL BAG DETAIL FENCE. SEDIMENT SHOULD BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES REPAIRED AND THE DIRECT PATH OF WORK. (SCHEDULE a,.5.8.11.(5)(yA)), (SCHEDULE A.7.C.1.(1)) AND (SCHEDULE A.7.C.11.(1)) RE-ESTABLISHED AS NEEDED. 7. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. (SCHEDULE `�Q�ED PRCFFs A.5.8.11.(5).(B), (SCHEDULE A.5.B.11.(5)(C) do SCHEDULL A.5.B.11.(6).) e 8. WET WEATHER BMPS: CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF ��15504 BARE GROUND ON SLOPES GREATER THAN FIVE (5) PERCENT FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. (SCHEDULE A.7.A.L) I I FILTER FABRIC MATERIAL 36' WIDE ROLLS 9. WET WEATHER BMPS: TEMPORARY STABILIZATION OF THE SITE MUST BE INSTALLED AT THE END OF THE K o N 1 SHIFT BEFORE A HOLIDAY OR WEEKEND OR AT THE END OF EACH WORKDAY IF RAINFALL IS FORECAST IN i THE NEXT 24 HOURS AND EACH WEEKEND AND HOLIDAY. (SCHEDULE A.7.A.Ii•) RC KOROG� 10. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND �--� 1" REBAR FOR BAG VEGETATION INCLUDING IMPORTANT TREES ANDASSOCIATED ROOTING ZONES AND VEGETATION AREAS TO BE EXPIRES: 6 30 07� REMOVAL FROM INLET mlo 1 PRESERVED. IDENTIFY VEEGETATIVE BUFFER ZONES B WETLANDS),SOTHER ), AND A EO AS BE PRESERVED, ESPECIALLY WEN EIN I PERIMETER TE AND HARE S.SITIVE A (E.G.,REAS PRESERVE EXISTING N VEGETATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR DUMP STRAP-_/ FOAM � ___ 2 x 2 WOOD POSTS, (STANDARD CONSTRUCTION. (SCHEDULE A.5.B.L(1) & (2)) AND (SCHEDULE A.7.C.111.(1)) BETTER) OR ALTERNATE: STEEL FENCE 11. PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED AREAS TO PREVENT FROM BECOMING 1O ALA SOURCE OF EROSION AND REMOVE .ALL. TEMPORARY CONTROL MEASURES, UNLESS LOCAL ORDINANCES f' REBAR FOR BAG DUMP STRAP 6w 12. REQUALL TEMPORARYRE OTHERWISE, AS AREAS EARE STABILIZED. . (S IN PDI".E UNTIL AND (SCHEDULE A.7.C.11.(2)) 111 PERMANENT VEGETATION OR OTHER REMOVAL FROM INLET - NOTES: 6-0 MAXIMUM PERMANENT COVERING OF EXPOSED SOIL_ IS ESTABLISHED. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX SPACING I. BURY BOTTOM OF FILTER FABRIC USED. (SCHEDULE A.7.C.111.(3)) & (SCHEDULE A.7.C.111.(4)) 12• MINIMUM VERTICALLY BELOW FINISHED GRADE. 13. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ALONI, THE SITE PERIMETER ON ALL DOWN fx 2. 2" X 2" FIR, PINE OR STEEL GRADIENT SIRS OF THE CONSTRUCTION SITE AND AT ALL ACTIVE AND OPERATIONAL INTERNAL STORM DRAIN FENCE POSTS. INLETS AT ALL TIMES DURING CONSTRUCTION. (SCHEDULE A.7.D.L(1) - (2)) © Ca , , FRONT VIEW 3. STITCHED LOOP- 14. ENTRANCES, EXITS AND PARKING AREAS TO BE INSTALLED 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES EACH SITE MUST HAVE GRAVELEDPAVEDOR CONSTRUCTED m � 'BATH EXIT TIRE WASH TO REDUCE THE TRACKING OF SEDIMENT ONTO SILTSACK• �/' UPHILL SIDE OF SLOPE. PUBLIC OR PRIVATE ROADS. (SCHEDULE A.7.D.111.(1)) OR EQUAL 4. COMPACT ALL AREAS OF FILTER FABRIC 15. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER-TIGHT TRUCKS MUST BE USED OR LOADS TRENCH. MUST BE DRAINED ON-SITE UN71L DRIPPING HAS BEEN REDUCED TO MINIMIZE SPILLAGE ON ROADS. g - I (SCHEDI.ILE A.7.17I.111(3)) ANGLE BOTH ENDS OF FILTER FABRIC I FILTER FABRIC MATERIAL 16. TFkl.-uKARY STABILIZATION OR COVERING OF SOIL STOCKPILES AND PROTECTION OF STOCKPILE LOCATED `AA FENCE TO ASSURE SOIL S TRAPPED AWAY FROM CONSTRUCTION ACTIVITY MUST OCCUR AT THE END OF EACH WORKDAY OR OTHER BMPS, SUCH oc USE STITCHED LOOPS OVER AS DIVERSION OF UNCONTAMINATED FLOWS AND INSTALLATION OF SEDIMENT FENCES AROUND STOCKPILES, IL 2" X 2" POSTS MUST BE IMPLEMENTED TO PREVENT TURBID DISCHARGES TO SURFACE WATERS. (SCHEDULE A.71.1.(1)) do \� (SCHEDULE A.7.E.11.(1) - (3)) 17. BMPS THAT WILL BE USED TO PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED TO POLLUTANTS FROM SPILLS, NO DISCHARGE OF CONCRETE TRUCK WASH WATER, VEHICLE AND EQUIPMENT CLEANING, r VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE, OTHER CLEANING AND MAINTENANCE ;o ACTIVITIES, AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAUUC FLUID, AND p ° p OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES COMPACTED NATIVE SOIL FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.71.1.(2)) p ° .1 18. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND INTERLOCKED Y X 2" POSTS DISPOSAL. (SCHEDULE A.7.E.111.(2)) AND ATTACH 19. 0 ° SOLID WASTE AND HAZARDOUS MATERIALS MANAGEMENT. FOLLOW P',OJECT WRITTEN SPILT_ PREVENTION AND ° p° p. 0. RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES; REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY; AND MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, MATERIAL USE, COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. ° e TOP VIEW SIDE VIEW (SCHEDULE A.7.E.I11(3)) �^ 20. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE �J p p rp r3"'*X SEM ENT FENCE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING 0 CONSTRUCTION AND MEET ALL STATE AND FEDERAL REGULATIONS AND APPROVALS. (SCHEDULE A.7.E.111.(4)) U e EACIE.O NOT rp aQIILE 21. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. p DURING THE CONSTRUCTION PERIOD, THESE MEASURES MUST BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. CHANGES Z W TO THE ESCP MUST ALSO BE SUBMITTED IN THE FORM OF ,AN ACTION PLAN TO DLw OR ITS AGENT FOR Q p APPROVAL. (SCHEDULE A.7.F.) 0 22. SIGNIFICANT AMOUNTS OF SEDIMENT, WHICH LEAVES THE SITE, MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BA':! ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT t RELEASE MUS I BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE 0 SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE 1 CATCH BASH NVSERT BAG OREGON DIVISION OF STATE LANDS REQUIRED TIME FRAME. (SCHEDULE A.7.F.L(1)) 23. VACUUMING OR DRY SWEEPING MUST BE USED TO CLEAN--UP RELEASED SEDIMENT AND MUST NOT BE CJD LST TO SCALE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES. (SCHEDULE A.7.H.1.(2)) 24. THE APPLICATION RATE OF FERTILiLERS USED TO REESTABUSH VEGETATIOK MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. TIME RELEASE FERTILIZERS SHOULD BE USED WITH CARE WITHIN ANY WATER WAY RIPARIAN ZONE. (SCHEDULE A.7.F.1.(3)) 25. SEDIMENT MUST BE REMOVED FiROM BEHIND A SEDIMENT FENCE WHEN IT HAS REACHED A HEIGHT OF 1/3 THE HEIGHT OF THE FENCE ABOVr.iROUND AND BEFORE FENCE REMOVAL. (SCHEDULE A.7.F II.(1)) 26. SEDIMENT MUST PE REMOVED FROM BEHIND BIO BAGS AND OTHER BARRIERS IT HAS REACHED A HEIGHT OF TWO (2) INCHES I,ND BEFORE BMP REMOVAL. (SCHEDULE A.71.11.1(2)) 27. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP OR CATCH BASINS MIST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY (50)% AND AT COMPLETION OF PROJECT. (SCHEDULE A.7.FJ1.(3) do (4)) 28. DEQ MUST APPROVE OF ANY TREATMENT SYSTEM AND OPERATIONAL PLAN THAT MAY BE NECESSARY TO TREAT CONTAMINATED CONSTRUCTION DEWATERING OR SEDIMENT AND TURBIDITY IN STORMWATER RUNOFF. (SCHEDULE A.7.F.111.) 29. SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY DAYS OR MORE, THE ENTIRE SITE MUST BE TEMPORARILY S fABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD. (SCHEDULE A.B.A.) 30, SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN (15) DAYS OR MORE ON ANY SIGNIFICANT PORTION OF A CONSTRUCTION SITE TEMPORARY STABILIZATION IS REQUIRED FOR THAT PORTION OF THE SITE WITH STRAW, COMPOST, OR OTHER TACKIFIED COVERING THAT PREVENT SOIL OR WAND EROSION UNTIL WORK RESUMES ON 'THAT PORTION OF THE SITE. (SCHEDULE A.8.8.) NN MAW=AK nE PRa"Ty OF 31. DAILY INSPECTIONS WHEN RAINFALL AND RUNOFF OCCURS OF THE BMPS AND DISCHARGE OUTFALLS MUST BE Tx Rl".Y coftkaw oiolm tc THE PROJECT ESCP INSPECTOR. THESE INSPECTIONS AND OBSERVATIONS MUST BE RECORDED IN A LOG M�W�R un AOR nE� THAT IS AVAILABLE ON SITE. (SCHEDULE A.6.8.1.) do (SCHEDULE BA.B(1)) VWTWN PORMSSwM OF T.M. RWPEY 32. BMPS MUST BE INSPECTED BEFORE, DURING, AND AFTER SIGNIFICANT STORM FV'ENTS. (SCHEDULE A.7.F.) oomIlL>Mc odor1"Mc. 33. ALL ESCP CONTROLS AND PRACTICES MUST BE INSPECTED VISUALLY ONCE TO ENSURE THAT BMPS ARE IN DATF: _MALI&2007 WORKING ORDER PRIOR TO THE SITE BECOMING INACTIVE OR IN ANTICIPATION OF SITE INACCESSIBILITY AND FILENAVF: C4.1_dwa MUST BE INSPEC-7D VISUALLY ONCE EVERY TWO (2) WEEKS DURING INACTIVE PERIODS GREATER THAN SEVEN DRAWN 9Y: SAD (7) CONSECUTIVE CALENDAR DAYS. (SCHEDULE B.1.B.(2)-(3)) C14K'DBY! KIK _ 34. IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR S11FFT DOWNSTREAM LOCATION DURING PERIODS WHICH 111E SITE IS INACCESSIBLE DUE TO lrvCLEMEN; WEAIHER. (SCHEDULE BA.B.(4)) C401 I Permit Submittal - May 2007 PROJEcr No.: OF U73 •. .yam ��.,,,,,,,i,. 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MEND 00'22-o01M�-� \ 177.4• "•^ �„ ----~ rt, 17' 1 °r-. s _ - SLB - -- EXISTING CONTOUR - 1 FOOT INTERVALS 4"a1 • \ -�.,• _ Or' -- --100 --_-_ EXISTING CONTOUR - 5 FOOT INTERVALS Yh• '`, 17:.3, �� "•,. i � �c••1 ,eas.+ 4 -- -- TREE PROTECTION FENCING d NG v?I -Y� _ afs 1 NGi I LP I w' 'NG _ \ -- r..•r -^+• �• ~T - �\ 107.as�G I I \ I �I I ; I f I ' II �I• LI- ''.\ ` , 181.8 N 69'26'1p'E 76.68' ut 1f i 91 y. ; I� I CUR I 4Pi t I I II 1I %9. 9 G�P 1ebo1 i 17576 G XTRUU r O AG r � I ji :nS.vt 8'e3 AC o) '75.7 G :J j i l �� ,79.AI a _- T- - •.jf:- - � __ 7L ) x , j I I I I I I Z `"' 174j15 G••r _ G I lI ) I %s.u? I C2 t 77.2.1 17 • 1 1?6 '• s; a _ �O nh I 9.18 ` „+ d tC' ( to QAC .7r f` f •' ! I �I I it \t j i 'L - ' b+ ^J - \\\ N �I #28 II PROJECT ARBORIST: ' John O'Shea 6 78c.c a� 1 C_ ' ' ' -•?^ Conau,ting Arborist 11U1,\0 ,.�\\` ` `1q' z \ \ _NG ISA Certified Arborist #WE1877 #3 -•, I TREE NOTES: 1. INSTALL ORANGE CONSTRUCTION FENCE AROUND EACH OF THE: TREES TO BE SAVED. IN THE CASES OF TREES NUMBERS 15 AND 23, THESE FENCES CAN FAMP ,70.{s r h` 7 , i ^�► r t( 7- . _ 1 ' i BE CLOSER THAN IS NORMALLY RECOMMENDED, AND THE JOINING TO EXISTING FENCES AS SHOWN. 80 7 TC iii I 2. REFER TO ACCOMPANYING TREE REPORT FOR DESCRIPTION OF NUMBERED I� o • �,,g'�. 1tt ao c .-�'�'- � ! TREES. 111.14'1 h= -";''' .i•�s 25 # 3. TREES NOTED GRAPHICALLY ON THE SURVEY BASE BUT WITHOUT REFERENCE Q NUMBERS ARE LESS THAN 10'. O O I II FF 178.28 C i r170.74 r,-LF I I I 1F1.90 ��rr FF=03.60 _ fi +II Ln to j I I I, j �L4 175.9• IL i I I i t _.____. ._._ li j I j 1 I � � ,80.y1• I ` C � �' ''i'q,+r r, ,, � I .�t ( r< ___._._._ 151.09• ,81.3A •ti i. d � Y171k79 G I i ���•.. � �1 7R 2R FFF 05 i f ' ..._- 178.76 �i M1''1T':•. th?,, $ T� .� I ,71136 c.. / I Ci i 0%,170.77 a I/ I rRFf 178.2'7 #24 5 Tr,1%.3.71 2 s ,v 4 la`::7.. _ ' I tl r .A �1Y g' 'n ^7Wd,l•'(,) 7f T• I I:i J _ - ril. TI, .�Ct ..a.mi. it 2• � f -G N cY, U QJ?. •'� ...%��y ,I I 184.10 ft a / 171 G Nei tl 82.58 j 1.9 t, - - __ _, ( �` • 184.59 167 oil I I ori 28ij FF 178 `` -.__, tt' �• 7 {' . FF-183.30 + 107.•1 j , I I Ij _ I LF nttat DRAW=ARE THE PRaP191ITY or / I I 1X RFPEY ooNlIURW!]1oDEE1tS W. /J N r~ 185.7, N�MY MM"ODUND IC"I H'11EMOP[I #11 MRITTEN PERM" OF Y.M. RIPPF_Y #1 ;j . �I 001max x noo11F19l8 W. #13 1� I DME: _November 14 20D6 _ W 167") '', �O i• #i - a FILE NAME: TLO.dw 1 • _ y' I 18 178.:t t �..._ "'• ... $,� _ - 183.0/�i't 8.;.a DRAWN BY: SAD I 3 188.7 #12 } ( ,7'� # 1 181 B .- -+ CW'D BY: UK _ r EB.bI ,,�,.. t.rl,/••I �� r� ~182.9 I�_ ••9t 9 '�- 1� r` Nf: .,181.4 ' 185 7#16 ' 6 U21 l9 „ NORTH SHEEF#19 v ) 79.4 }a Rz1#20 ft N #22 #23 84 T1 #14 T;18: FLM 0 y ew" - ,1 +�+�w�lr.e.�, . ._ +rMlw�. 1a° Itl6.56 aCAL! f >10' TI • �, �� y.y ---� - ti•- +,.'`• ,eR.rl � 7, OFDeai o Review Re-Re-Submittal December 20% rROJECF No.:G 3 I 1 ?IT•kt'rM•d�lA!, .,_ .. ,Pwne!Y..ry>cr•C tlV.ti;.-,,...Aft}1Y!.Ylal•�Ap±WWAc.'PYBNr4!e,"YI'.{`b r rte. ...rfi y ; , �; -, ,. ...... __._ .. ,..ww, ..wxa ....,' '!,« ..,... 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DRIP UNE a j' FIGURE 7-2: PAVEMENT INSTALLATION NTH MINIMUM IMPACT ON A TREE. GEOTEXTILE FABRIC IS LAID ON CAREFULLY PREPARED SOIL SURFACE. AERATION TUBING OR PIPE AND GRAVEL ARE PLACED ON THE GEOTEXTILE AND COVERED WITH GEOTEXTILE FABRIC. THE AERATION TUBING LOOPS CAN BE 2m (6 ft) APART SINCE THE GRAVEL AIDS GAS EXCHANGE. EACH FWD OF THE TUBING IS ATTACHED TO A METAL RISER (STANDPIPE) WITH A PROTECTED TOP POINTING INTO ONE OF THE TWO PREVAILING WIND DIRECTIONS (N,E). j DETAIL FROM 'ARBORICULTURE; THE INTEGRATED CARE OF TREES, SHRUBS, VINES IN THE LANDSCAPE.' V, RICHARD HARRIS, 2ND E0. 1992. q I AC j` I I i Z I IZPMM Lz 1 m ti r ISI n r • .1 L94,4 n CP N 181 .2 9.4 4 ~ ..�,.St�� �.. -.�� ` "'_-�.._... __ W '` ---.............. '''S.•�—- ---�--- _a.._„---_ •'-"'_-•--.__«_._•....,_.._ (�� TTY�If�Er�q�A�MC�E11a1FDlS NC. n, �-".` w..._--•„ n'f1'�� -- .� ..-_ - "_'-_.... - • ` NO AW 1107 MUMIEf11d:ItTD �® --___..__ • _- `� `�� �` WRITTEN POWS" OF T.N. NIPV'EY R OomaxT/10 01aREEits W_ DATE: Nmember 14, ` � PRE NAMP: TI.I.dwc — NEIGHBORING TREE ���! DI`: SAD RISERS (TYP) NO INVENTORY. APPROX. 35 ShgWT T1 . 1 OFI Design Review Re-Re.-Submittal - December 2 PiowrT No.: aim w i • r Ilk • -� xwmr+! I • � - �•�+•+� 4 �1 ,�, ,y�yy w ' �►I�..svlsae..r.�.LYYshalwewlc...w..w.o...-IM'. s..arrw.l•...•+r�. y�Y•.a.rwr, wrrl►.rw'aYrra�w4r L` .... - �I •w-+.w'wr+..,.,.ww.w. ...7FY+r�.1•w•1•.tl.w.�li�•waw:,gw,.awlntarww.+rww.•w+••...wrs nMtri'.:.wrt++ws:•.w�+..�,,.a.••,y,y'rlllr„a•�•.+•t•rw*ew�r+lwrr«+aw.•Y•wr '^:�..�'+:`�Y•.w*Mwr.�, ....w@«•r:..a.>e...w•�-.C«-.ull.n.•...w►w.+.l'•�.I�--aN.-...w.Airl..www..w•.sAwxx+wra•.w�...r.-..rn.r.,. ,... -••.»:yaw.wr.n+.+.oeww.V�•.�Y�..wr.....n '+'a•'•Iw.i61�•'•r... _..w..ilww....ewesM++•,r ., I.w'-++s.•Y.Ir'IY�/ II ti.�'. _ '.141• �II OMEN A 1,;*3 „i. i1 y., yq t, MSDREN DESIGN GROUP,P.C. AWHrrECT RE • WP P1ANNa1G 7656 S.W.Beveland,Suite 120 'rig"Oregon 97223-8692 Voice %3-244-0552 Fax:503-244-0417 I ........ .......• aYa•w.w..w®,r.• I ° ° rarer,•.ar.•v, aram L _ - - - - �— � — — o — e d as 1 + + ' ¢°4 LEGEND 1ST4� • _ IUWAoer rubrum 'Karpick' - Karpick Red Maple nnam� \ x:xAr,.I 3" cal., B&B, Well branched, Headed at 6' O°F"0 / • unrw — tQ Cercidiphyllum japonicum - Katsure Tree CR pE AR�ti 2" cal., B&B, Well branched, Headed at 6' Calocedrus derurrens - Incense Cedar 1 - 8' B&B, Full trees, Branched to ground -! / -- .9 i 1 ` 2 / Acer circinatum - Vine!Maple 10' 8&B, Full trees, 3 stem min. at base \1 + Existing Trees to Remain 7 1 _L� I LLIN�L_� I _L I L • • • x Existing '6rees to Be Removed ' •+ •11 a-- Viburnum p. t 'Mariesii' - Doublefile tlbumum T' 3 gal. cont., Full plants, Space as shown ® -- Salix purpurea nana - Dwarf Purpleosier%Aliww 2 gal. cont., Full plants, Space as shown owner: II ®— Vibumum davidii - David vbumum Paul 3 gal. cont., Full plants, Space as shown Schatz Cl-- Rhododendron 'Taurus' - Rhododendron 30" B&B, Full plants, Space as shown • O-- Fuchsia magellanica, Hardy Fuchsia 6600 SW Bonita Rd • - 3 gal. cont, Full ants S . Pace as shown 0 Tigard Of'r6o972 24 Kalmia 1 latifolia 'OI m is Fire' - Mountain Laurel Y P — ¢ 3 gal. cont., Full plants, Space as shown Myrica ralifomica - Pacific Waxmyrtie 3 gal. cont., Full plants, Space as shown Prot. �— Ribes sanguineum 'King Edward VII' - Red Currant Paul s 3 gal. cont, Full plants, Space as shown Schatz a Mahonis 'Compacla' - Compact Oregon Grape 2 gat cont, Full plants, Space as shown Furniture Arctostaphyllos uva-ursi 'Massachussetts'- Kinnickinnick r---------- r :;. 1 gal. cont., Full plants, 24"o.c. 6600 SW Bonin Rd • I 1 -� — Pachysandra terminalis - Japanese Y pa Pachysandra Tigard Oregon 97224 1 gal. cont., Full plants, 24"o.c. —� Non-irrigated Flowering Fieldgrass Sheet Title NOTES: r- 1. All new landscape areas to be irrigated Planting i - ----_ - De 9 try awn 1 i automatic underground irrigation system. Plan 11 KEY NOTES: Existing ground cover plantings to remain. Plant new trees and shrubs as shown on plan. 0' Existing trees and shrubs to remain, remove existing ground cover. Plant new ground cover as shown on plan. X x x x Revisicra X •: x '} \ x x MrtlMll OC9M o�qn.I.4. MOJ. 4L \ a icsa a p Wu oWoinw a ai v cuo ue _— NOi N p[UIDf cal aFIr1iVLL0 M INY MNU CAVI MM M RUP1.IIIiIEN [(yE[.Ip L�1 4KUp,i C We 18 May 2W7 Drawn by: Checked by: ASUMEO MEO Job Number. 106051 Piann-�—� Sheet /D VF11 0 5 f0 20 40 Permit Submittal May 2007 L I. I lnfi ('I t t tltplf rijit tYiti�rpirjiltplgi1gi�gilil i i � . - : --- a / �UIIIIII� IUfll' U UVW�UIW I�UU r i sn s r a` i r 'z MILDREN DESIGN GROUP,P.C. ARCt1PiLT MUE - SPACE PLANNING 7650 S.W. Beveland,Suite 120 MOTELS: Tigard,Oregon 97223-8692 I. LOCATION OF QUICK COUPLER Voice:503-244-0552FINISH GRADE IN LAWN Fax:503-244-0417 WITHIN VALVE BOX IS SHOWFI FOR CLARIFlCCATION ONLY.INSTALL SPECIFIED VALVE BOX WITH GREEN LOCKING � � � OFF-SET FROM MAINLINE. NOTES: 3'MIN. FROM EDGE OF TRENCH,PAVINGOR 2. EXACT FITTING REQUIREMENTS, SIZE GATE VALVEMENTS, ..t•.•a.�.a•a•rr FOOTING COMPONENT SHAPES AND — IF POSSIBLE LOCATE QUICK COUPLER WITH ,.o,„��.� • � „�,, „ I. CONTRACTOR SWILL SEQUENCE MAY DIFFER FROM VALVE IN BOX. INSTALL.ASSEMBLY PER DETAIL PLACE LID 1'ABOVE FINISHED GRADE REPAIR TRENCH SETTLEMENT THAT SHOWN. AND ATTACH WITH 1/23 GALV.PIPE X T IN PLANT BEDS a,s SW Aldw.RAr:,anhe_ AND RESTORE FINISH GRADES. FINISH GRADE LONG-ATTACH TO RISER WITH TWO S.S. oma«, 07106 PM:Eos�I,ear IRRIGATION BANDS PLAG,E LID FLUSH WITH FINISHED - a GRADE IN OWN AREAS / UNDISTURBED SUBGRADE ORfi - COMPACTED FILL. ��7� _ - TOP OF BARK MULCH 10'ROUND VALVE BOX • I� 18'COIL OF WIRE SPECIFIED AUTO.VALVE SPECIFIED QUICK COUPLING VALVE 1SVr + 4'X 8'X 18”CONCRETE BLOCK 4 REO D MOUNTED 3/4`ABOVE DIRT GRADE b TYP. ` BACKFILL, PER SPECSffl� IIiI SCHED.80 P.V.C. NIPPLE, 3/4'X r MIN. r l - MICHAE.oeR1Fl1 , T LATERAL LINE LATERAL PIPE — SCHED.40 P.V.C.STREET EL "'SOON ur�u� d'MIN 374'ROUND WASHED GRAVEL SCHED.40 P.V.C.T X T 90 DEG. EL Mv,9 UNION,EACH SIDE OF VALVE ., SCHEE.80 P.V.C.NIPPLE,3W X 8'MIN. i �--MAINLINE MANNLNNE SHED.40 CROSS OR TEE — MA;KJNE SCHED.40 P.V.C.STREET EL COMMON AND CONTROL WIRE SCHED.40 ELBOW OR TEE i 1 TRENCHING IN PLANTING AREA _ 2 CONTROL VALVE ASSEMBLY3 QUICK COUPLER VALVE L12 SCAM: 1/?=T-W SECTIONL1.2 SCALE: 1'=1'-0"' SEC11ON L1.2 SCALE: I"=1'4r I SECTION 8'MIN. TOP OF PAVING OR CURB 7 LEGEND POP-UP,ISSEMBLY 1. LOCKINAUTOMATIC CO SROUR W TH Own -' • FINISHED GRADE (1)ALL GROUND COVER SHALL BE 1 MIN 2. 2"DIP N.V.C.COND JIT FOR / Pau 1 r MAX � COMMON AND SD � WIRES TO - — PLANTED AT EQUAL TRIANGULAR _► �� EDGEOF�BUILDING. SPACING AS NOTED ON PLM*T1NG Schatz ftlumvirdul MAN 3. CONDUIT FOR 120 VOLT PLAN. • '��___) ELECTRICAL SERVICE AITH JUNCTION BOX. U 4. BUILDING WALL. POLY ELBOW _,�,C - (2)LOCATE GROUND COVER ONE 4 5. BUILDING FLOOR. HALF OF SPECIFIED SPACING 6600 SW Bonita Rd ° ' 6. FINISHED GRADE. VIV DISTANCE FROM ANY CURB, Tigard,Oregon 97224 T. SWEEP EL ON ALL ELECTRICAL SIDEWALK OR OTHER HARD SWING PIPE(POLY PIPE 4'MAX.LEITH) CONDUIT. SURFACE,UNLESS OTHERWISE `- DIRECTED.NOTES . MARLEX STREET ELBOW • • •;• . .' INSTALLED AS I ' SCHEDULE 40 TEE OR ELBOW - v- ,- PER LOCAL CODE. EQUAL Project: MifiloATaN LATERAL B. VERIFY LOCATION PRIOR TO INSTALLA7 N. Pau C. INSTALL CONTROLLER PER MANUFACTURERS INSTRUCTIONS• Schatz Furniture r4" SPRAY HEAD - FLEXPIPE AS-"EMBLY 5 WALL-MOUNT CONTROLLER 6 GROUNDCOVER PLANTING 6600 SW Bonita Pd L1.2 SCALE:7=I-(r SECTIONL1.2 SCALE: I'=1'-0" SECTION �_2SCAM: 1/7=1'-0" PLANTigard,Oregon 97224 Sheet Title: 1 SPECIFIED TREE Planting and Irrigation � SET CROWN OF ROOTBALL 1'ABOVE FINISH (3)2`DIAM.STAKES,As SPECIFIED. GRADE '1 ATTACH TO TREE NTH 'CIN�!TIES"NAI. C (� TO STAKE. STAKING PLAN °o -- REMOVE BURLAP FROM TOP 1/3 OF SET CROWN CIF ROOTBALL AT FINISH SPECIFIED TREE Details ROOTBALL -- GRADEt 7 BARK MULCH REMOVE BURLAP FROM TOP 1/3 OF (3)STAKES,AS SPECIFIED.ATTACH TO TREE tMTH ROOTBALL N►FTER STAKING n,NCH TIES,'NAIL TO STAKE. — FINISH GRADE — BARK MULCH-7 DEPTH SET CROWN OF ROOTBALL AT 7 ABOVE FINISHED GRADE r.,...r;< ....-,, — BARK MULCH CIRCLE SHALL EXTEND 6'BEY( STAKING PLAN REMOVE 6URLAP FROM TOP 1/3 OF;FOOTBALL SCARIFY SIDES AND BOTTOM ~ ;A TREE STAKES IN TURF AREAS raj AFTER`TAKING BAIL SOI.MD(TURE FINISH GRADE — NATIVE SOIL BACKFILL WL MIXTURE MULCH-2"DEPTH MULCH CIRCLE SHALL EXTEND 6'BEYOND TREE Revisiotm ti- NATIVE SOIL STAKES IN TURF AREAS ROOTBALL DVl ROCTWL STAKES SHALL EXTEND MINIMUM OF Pr••.• FINISHED GRADE DLA.PLUS 24' THREE FEET INTOUNb131URBED SOIL +�24' SCARIFY � BACKlFKL sol.MD(T1l'RE SIDES 8 STAIN TREE STAKES<r8 SPECIFIED ROOTBALL UND"iSTURBED NATIVE SOIL BOTTOM DIA, PLUS L STARS SHALL EXTEND MNNi*, A OF THREE FEET 24'SCARIFY INTO UNDISTURBED SOIL SIDES dl STAIN TREE STARS AS SPECIFIED BOTTOM 7 SHRUB PLANTING 18DECIDUOUS TREE PLANTING _ K9 *"'NC0N1FER0US TREE PLANKING _ NRDmm""N OESION P.C., 2007, All RIGHTS RESERVED SCAM: 1/7= 1'-0' SECTION L1.2 SCALE: 11C■ 1'-0' SECTION L1.2 SCALE: 1/4'= 1'-0' SECTION THESE DRAWN ARE THE PROPERTY of MQDREN DESIGN ORCSIY, P.C. AND ARE NOT To U9E0 OR IIEPRODp RI ANY MANNER• EXCEPT 14TH THE P,001, MITTEN PERMISSION Of MUM" QESM GROUP, P.C. Date 18 May 2007 Drawn by: Checked by: ASUMEO MEO Job Number. IObO51 Shat // of Permit Submittal - May 2007 L 1.2 / � + . .. ..,..,.,-.r.....uan.,... •• .,... -nr.«•..,..r.w.. s +�` 1`'t iE t x e.:p • 1 • ' � , ' k .�, _. .._ '""`+rN��., „•_...... .. ....,-...... s ..slxxa�uwaxaslWr!m[wowmarr:.v '^ �n:ry^^n�KsNF i + r + (' ♦ ` + _..�. 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