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6670 SW BONITA ROAD-2 V• T I MILDREN DESIGN GROUP, P.C. ARCIII•rnLTUWE • SPACE PLANNING 76, k-W• Beveland,Suite Tigar , regon 972231 0 6692 Voice: 244-•0552 Fax:50 -0417 Q nL- A S E nr'E QC C� U L D N T � p U 0 N 9 Deferred Submittals DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE *NO OCCUPANCY UNDER THIS PERMIT REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE W11O SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFF•IC.AL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE 1N GENERAL CONFORMANCE TO Owner: THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL SI NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS H'•'-r' PACA Properties, LLC BEEN APPROVED BY THE BUILDING OFFICIAL. 6600 SW BONITA RD. NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT • y TIGAI2D, OREGON 97224 COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING 1. MECHANICAL DESIGN 2. ELECTRICAL DESIGN 3. PLUMBING DESIGN 4. FIRE SPRINKLERS • 5. LOW VOLTAGE Project Contacts: 6. ALARMS ARCHITECT: LANDSCAPE ARCHITECT Special Inspections Mildren Design Group, P.C. Viridian Environmental Design, LLC SEE STRUCTURAL SHEET SIA FOR SPECIAL INSPECTION PROGRAM 7650 S.W. BEVELAND STREET 813 S.W. ALDER, MEZZANINE B PER 2003 IBC SECTION 109 AND CHAPTER 17. SUITE 120 PORTLAND, OREGON 97205 PORTLAND, OREGON 97223 VOICE: 503-222-163) FAX: 503-222-1853 Structural Observation VOICE: 503-244-0552 FAX: 503-244-0417 CONTACT PERSON: MIKE O'BRIEN SEE STRUCTURAL SHEE1 SIA FOR REQUIRED STRUCTURAL CONTACT PERSON: GENE MILDREN MOBRIENOVEDLLC.COM OBSER VA TIONS. GENEQMDGPC.COM CIVIL ENGINEER/PLANNING/STRUCTURAL ENGINEER: Sheet Index _ T. M. Rippey Consulting Engineers AD.1 COVER SHEET Owner: 7650 S.W. BEVELANG STREET SURVEY PACA SUITE 100 TIf;ARD, OREGON 97223 AIA SITE PLAN Properties, LLC VOICE: 503-443-3900 FAX: 503-443-3700 C1.0 GRADING PLAN - PHASE 1 CONTACT PERSON: KARL KOROCH (CIVIL) C2.0 UTILITY PLAN - PHASE IC3.0 DEin:!S - PHASE ! CONTACT PERSON: LANS STOUT (PLANNING) C4.0 EROSION CONTROL PLAN - PHASE 1 CONTACT PERSON: RALPH TURNBAUGH (STRUCTURAL) C4.1 EROSION CONTROL DETAILS - PHASE I T1.0 TREE PLAN - PHASE 1 66M SW Bonita Rd T1.1 TREE PLAN DETAILS - PHASE 1 Tigard,Oregon 97224 L1.1 PLANTING PLAN - PHASE 1 L1.2 PLANTING AND IRRIGATION DETAILS - PHASE 1 A1.2 ENLARGED SITE PLAN AND DETAILS A2.1 FLOOR PLAN AND ROOF PLAN A3.1 BUILDING ELEVATIONS A4.1 WALL SECTIONS Project: A4.2 WALL SECTIONS Paul Schatz A4.3 WALL SECTIONS A5.1 DETAILS A5.2 DETAILS Furniture - SIA GENERAL NOTES Retail S2,1 FOUNDATION AND ROOF FRAMING S3.1 FOUNDATION DETAILS Building S4.1 ROOF FRAMING DETIALS Code Analysis S4.2 CANOPY FRAMING PLAN AND DETAILS 6670 SW Bonita Rd Location Tigard Oregon 97224 BASED ON THE 2006 INTERNATIONAL BUILDING CODE (IBC) WITH 2007 OREGON STRUCTURAL AND SPECIALTY CODE AMENDMENTS WASHINGTON COUNTY TAX MAP: 2S112AD OCCUPANCY AND Cray$ RUCTION PER IBC 304/309/311 AND 602 TAX L07: 1100 ASSUMED OCCUPAN,;Y: BIM/S1 (NOTE: NO OCCUPANCY UNDER THIS PERMIT) CONSTRUCTION TYFL'• Ill-B BUILDING HEIGHT AND AREA PER IBC TABLE 503 ALLOWABLE AREA: 12,500 SQUARE FEET Sheet Title: ALLOWABLE HEIGHT: 2 STORIES Cover Sheet ACTUAL BUILDING AREA: 44,598 SF ACTUAL HLIUHT: 1 bTURY �HAS II � Phase II RETAIL BUILDING C'j .,OF TIGARA AREA MODIF[CAT PER 18C 506 '-X'-J Ap�v� �•� Aa-At+[Atlf/100]+[Atls/100] _ _ ••••••,• .-_ - Ms I Inc Folbw,�,,,,," At=12,5009f, I9=300 sprinkled one story, If-100[(F/P)-0.25](W/30), F= 980 Ilneol feet, P= 980 lineal - -------- feet, W-30, If=100[(980/980)-0.25](30/30) - 75, Ao=12,500+[12,500x75/100]+[12,500x300/100] Zoning - - - - - - - - - - - RE-RESISTANCE RATING REQUIREMEI,TS.- PER IBC TABLE 601 I-P: INDUSTRIAL PARK °A • STRUCTURAL FRAME: 0 HRS. EXTERIOR BEARING WALLS: 2 HRS. ° EXTERIOR NON-BEARING WALLS: 0 HRS. • o It t I INTERIOR NON-BEARING WALLS: 0 HRS. iiini FLOOR CONSTRUCTION: 0 HRS. • ' sps i fZRE PROTECTION BUILDING IS EQUIPPED WITH AUTOMATIC FIRE PROTECTION SYSTEM AND AUTOMATIC SMOKE DETECTION pared s I rFK%Uo THROUGHOUT 1N ACCORDANCE WITH OSSC 903.3.1.1 rEjySOF EGRESS I AL Revisions B Site Analysis 4"" "�- °OCCUPANCY; COMMON PATH OF EGRESS TRAVEL DISTANCE GOES NOT EXCEED 100'-0" PER OSSC SECTION 1013.3 - I CIE COPY EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1015.3 ---- oI SII. EXISTING AREA It SITE AREA - 127,122.84 SF (2.92 ACRES) I -SITE M OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC SECTION 1013.3 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1015.3 IIMMVIOUS AREA: EXISTING AREA/ PHASE I AREA/ PHASE II AREA/ X COVERAGE • r, X COVERAGE X COVERAGE X -12ARAGE ALLOViEn _ BUILDING AREA = 39,829 SF/31.17X 39,852 SF/3) 35X 44,598 SF/35.08X Si OCCUPANCY: COMMON PATH OF' EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0" PER OSSC SECTION 1013.3 PAVING AREA - 39,544 SF/31.11X 52,985 SF/41.%8X 52,712 SF/41.47X D -7 , v -il EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0" PER OSSC SECTION 1015.3 IMPERVIOUS AREA 79,173 SF/62.28X 92,837 SF/73.03X 97,310 SF/76.55X 75X/80X o - ye ° I ANDSCAPE: EXISTING AREA/ PHASE I AREA/ PAHSE 11 AREA/ X COVERAGE - X COVERAGE X COVERAGE X COVERAGEKam EGRESS ILLUMINATION: PER SECTION 1006 LANDSCAPE AREA - 47,950 SF/37.72X 34,286 SF/26.97X 29,813 SF/23.45X 2S �� +7w8 p RE�E11 D Q 'G. 2007. ALL MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE P1iB�G; �E � �! I BUILDING IS OCCUPIED. PROVIDE MINIMUM 1 FC ILLUMINATION AT THE FLOOR LEVEL. PHASE ( .>A. I a^r n+c>E- Arts V or BULK SALES = MIN. = 39,745.54 / 1,000 - 39.75 x 1.0 - 40 I MWMILMOA000Cam Ate'FIR � •^I ?- NOT To!um as nen�OW��M ANr MAX. 39,745.54 / 1,000 39.75 x 2.0 - 80 / I x ��2xcvT MTN Tf�t+ rrRlttcN EMERGENCY LIGHTING: IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL. SYSTEM SHALL AUTOMATICALLY PHASE It t ?•G - 746 / 1,000 - 4.75 x 3.7 • 18 DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS WITH THE EXIT ILLUMINATION SUPPLEMENTED ILLUMINATE THE PORTION OF THE EXTERIOR EXIT DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE SALES ORIENTED MIN. - 4, LW Date 27 Jul 2007 MAX. 4,746 / 1,000 - 4.75 x 6.2 30 y WITH AN EMERGENCY POWER SUPPLY CAPABLE OF PROVIDING POWER FOR A DURATION OF NOT LESS THAN 90 TOTAL - r MINUTES PER OSSC SECTION 1006.3. MIN. - 58 Drawn b MAX. - 110 (PLUS ACCESSIBLE) d --r y: Checked by: BICYCLE PARKING 44,598 / 1,000 - 44.60 x 0.3 - 14 MRW WEM X EXISTING = 633 STALLS Job Number: 106051.02 PHASE 1 - 10 STALLS (4 ACCESSIBLE) Ivey Plan Vicinity Map Shut i p t PHASE' II 107 STALLS (5 .ACCESSIBLE) BICYCLE PARKING - 15 PROVIDED Not to Scale J Not to Scale Permit Submittal - July 2007 A0. 1 .y...r - +?�411P":�'R" a!!nrte•-.,,p`�''? '"'1tr+r" •'.w'r*..,'�^'an +*t-•rK T""� p� ,I, /- , - '•��Y• --per• •,�. • ,. .wysoaewru.•t ,r ...,may,. ,.:. .�.( ,., • • _ ',.111T�TIT� '1�I�1111 I .... "1M� �,'�•M 14�n'+M.w�:�Y�A ° ' � 1Yprtlirn, •�• .A N"2Y.V'4RJRP:v7fRumufln l'tr]"V 1r1n!.JM wdM1VN �l din T�1 i I � x 1 � T7Tmi T1111111 II .. 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V. ti •3; 1 f `¢1 N Y PARKING EASEMENT EpVC'14a.7a ((S�� FOR PARCEL 2 M - If 10'PVC 148.14 PER PARTITION PLAT 2000-020 IE 12'PVC SOMH RIM 168.96 BEGUN" OF BRIDGE 1 IE 12' 162.68 E) BEGIN SSMH RIM 171. 9 �. � IE 24"CMP 153.0x' i 16T7 !E 12'PVC 152.91 S GUARD RAIL CHS RIM 169.65 IE 10' 162.13 NW ACCESS AND UTILITY EASEMENT �0 �L IE 12'P'VC 1 Sa.97' SW BONITO ROAD FLUSH IE 12'PUC 462.69 � IE 15' 163.20 (W) IE 10'WC 162. is) PER PARTITION PUT 2000-020 r4 , r . All . 4t i7.. ' �� 'q r� v► f ' •,, ' 00 b ► `O `� �� '. �� /N 7k , l All `� CONCREtE CURB ooNcx�re cxea All Ac r cd ;t ..:•. . '. 163 2d All All All 162.09 o 192.16 1�--.-� r ,1? ••, 1b r •' r ,� % r�� EP • GR 1 4,r �Rt•� rRl�� ,� rJ 195 r�r �o S `NG dor r�6 ° ;O 1 175� � 4 '16 18� 185 90 `G r GRV� tet �,,`1e2.7 _ 170 1' - Y0' •161.4 CONTOUR INTERVAL - t' 1 . „�° 165- OCTOBER 17, 2005 60 REVISION: AUGUST 2. 2006 (TOPO TO WEST) 163.6• A 1 � sf 1� �d'' .` 161.4 ;62.4 WV le4:o x �---x 178.95 \ ,b • - SDWV 6' HkiN CH/L 165.3 11 o0r22'oo1M •170.4 11G 174.1 • 1774- -----SJ) \ • 1°a• °1• O •r ��'� No X NG 14.66' 175.5 No 177.8• 1764 WV \ ` ` 1 -171.9 �� Y� • 161.7 ~_SSD 159.46• 150.22 TC SD` WATER MN -_-_y 2 0. 66.57 c r • 16o.e � •1 e1.e `��• �-SD STI�110N N 85'12'S5•E 110.34 d� e'OEc v- v v y"- .178.8 1175• - v- v PUMP !b C n N 89'38'00•E 311.00' e�ac 1773, � SDt11H 40 , .162.2 MN 0' FNGN HEDGE MM 159.10 �{, 15�Mt , S / -�. e ° 160.9• IE 24'PVC 153.40 ) `�J` `1 •, �� x 167.52 G NG • 6�1NE x 0 176.5 �qp I t2'M 163.97 V` 160.13 R �6 • IE �o t e 1.4 r f�OE ORMR L �• 4 SD a 20' HIGH- ,r -- - - Ip NG IE t 2�VC t 53.93 �Nl) , •i 162 �� ew3a'oo 117.00' 1 4.85 G IE 24'PVC 153.28 hih . _ I 161.6• 176..3 100.4 161.7 Ep �O ,y�'1 - X17 �IIe?T /' 167.06 G ^ 'A. SID �f Gat. �e�' ,° a N W26'lOt 76.65' SDS 164,91 G �`� 20'SPR 175.78 a EXYRUDED Clio 177.41 0 - 179.x6 c ° I SD- b` + sj)�y 4t4p 170.06 170.43 G g- 169.32 M.M . a `�• p rP Ac .t ._ I'°ED s'»CC 1 I f•-rE -- - '� fV 'r'1 '� ^� R 165.01 �s>~ N e 10 1 4 $' 6P b 3• __ 3j, 179.9 179.41 � �O`' 16�• �.� � _- - '- -- •� _^ i � All ^�, z 175.70 G CNNCRI 156.14 °� / • ♦° ,`° v-_e. a - �� - _ ^S 8tlT+0'00'E 40.00' 7 - - ^ 174.75 0 0 75.46 G AllVoll Mill N �•� 4G Ir r Ib MN Z _ tWJ3 C - 173.07 p ,^ ^0 0 IE t2TVC 134.53 (E) 10 `b1 �� SS SS SS•, SS �� -&-8�,Z8't11aY 153.8 - _fir - - I � 8 � � All r IE 4-PVC 157.44 (E) 16097 1° + , SS--- -SS - - "3 �` •15836 p 31 TC - _ SS---.--SS '� /fib I 177.24• •iy9.te tp �'•' TC 163• � .� S ^ 175.75• 130.53• N 4 163. 0 163.62 30 0 4 Y66.80 G \e4.>��7 �g �!- ^ '� ^ ^h 179.x0 C • 1e0.30 •161.72 4 18 . 1 G 64'W166.53 �� ^oi N �9,,Y�� .• 47.40' \ \ _i '� 176.03 G _ 7 0 nc "c ��4 `°1 ` ` tuWe' �r?' �b>' � -- - 1 ►tyle �- ' 1 i�90 c cw r �^4 1�0 ,°M1.49", • • • • 164 6 0 G \ '� vi 4 �J y I 176.33 G 177.87 0 176.46 G 170.J1• RIM 159,12 r o .Iq`4 ,,',� Gl6B< 10 fj b \ ---- 1S�IFE I IE 12'PVC 155.67 (W) ✓ `� O`�y DOM . AC �''�a S \ �"P 72.24 G ^ r 4* �° 162.41• 162.40 . 54 �� S 89'38'001N " I .175.2 177.711 c 'DEC 176.62 G 180.16 IE 4W 157.22 (W) 146• 62.40 •V1 \ � 4?�i• � AlFill col 1�0 - , S, 8 00 t 5 �pp�R'� 20.00' \ 70. ''b 1.48 G � 15016 G 10)Till '°! r� �d 1° FOR PARCEL10' WIDE SIM' \ENT \ \' Iv 75.45 176.84 G -� CUM RAS 180.1 179.11 G 156.17• �� PER PARTITION PLAT 2000-020 \ �+ saw 151l c 159.36 0 fJ~ SSMH RIM 162.92 \--' ^ a NG IE 154.63'( CIMH BE 10' 136.60 M CBS N RIM 170.38 S GM 178. NO 1�•7• r E� 156.80 TC 72.04 t 177.41 > K 17816 ' IE 24 PVC 154.19 (SE) RIM 139.54 4 4-� -- � b IE 24-M 154.09 (r�11M) 100.09 Till 1 o UNLET 159.54 p1 � / t 17.4 / !, e�1Ec 159.61 c R = 100,00' �,� IE 1PVC 175.39 yy A4 w/YFC ,1° Aa 1` 98'35'S0 1, IE 4'PVC 157.31 (rrw - 1841 y' •l H I I 176.1. 175. ,1yw `ley eN - 21.0' �' 179.76. 179.93 c x 1e0.ee L 172.08 �y H All �' I e cED NG RMI ,'1153 Parcel 2 IE 10 153.67 ) tK LS•°•»' 170.86 c '� I e'cED IE 16' 152.E AV All ,rB 1 0 18 •160.6 I a • I .t 7e.o LEGEND 140.51 TC $ c t RAMP 1 ,72, r 178. G Parcel 1 ,� ' FOUND S M � 01 ?' x 161.25 • OU D .URVEY MONUMENT 175.0 160.67 TC IR - IRON ROD T.B.M. a �I 173.0 ^ ;, 180.48 G 1003) c 8 r�o •r ' IP IRON PIPE 1D' ' ' ' ' NORTH BOLT OF TOP FLANGE to N ALC = ALUMINUM CAP OF FIRE �rypR,pNT � ,161.03 TC W = WITH YELLOW PLASTIC CAP O ENATION 174.76' COUNTY DATUM) I^ rn I • t 74.t 180.55 G P x pp ) I^ NI 100."0 1s�wE o WM == WATER METER 140.92• 160 O � 0 WV = WATER VALVE "i'll FDC41 FH ==FIREEHYDRANT Y TENT CONNECTION TOPOGRAPHIC SURVEY Q i z ^ All W-VLT - WATER VAULT rn rA � 0 x tat.90 4 I`r° IE = INVERT ELEVATION OF 170.74 I `•o 0 SDMH - STORM DRAIN MANHOLE - O CB = CATCH BASIN 171.27 0 •rte v -4 $ PARCEL 1 , 170.70 % I� Ln ^ x 8] C85 CATCH BASIN (SIPHON TYPE) n � ° CO-CLEMOUT`� MANHOLE PARTITION PLAT 2000-020 H • 174.1 175.6• N DR - DRAIN O SSMH - SANITARY SEWER MANHOLE IN THE NE 1 /4 OF SECTION 12 x w 180.91• ui mi t GV = GGM AS METER �. T.2S., R. 1 W., WILLAMETTE MERIDIAN � . I eU�"� �$ ,6,.82 G � o 04 ELECTRIC METER Q Ze o -BOX = JUNCTION BOX 3 City of Tigard, Washington County y 1162..6 TRF - TRANSFORMER Y �•, 'q, �� o E-VLT - ELECTRIC VAULTOregon g l p r 0 0 o SLB - STREET LIGHT BOX Q , •, , a o ' , IP = UGH' °OLE ,, ^�� 1 4. CBS N RIM 170.31 a ° • o W O PP - POWEIR POLE I Q PLP - POWER/UGHT POLE H a '^ j PING GUY - GUY ANCHOR H , .o NG x N D/H - OVERHEADW a 161.06• SSMH RIM 171.58 u U/G = UNDERGROUND IE 1o'•PVC 164.06 (N) $ !I I 161.54 G L H • BP - BOLLARD IE 8' 164.12 (E) 740 0 Z •173.6 175.8• • . . 193.07 o � - MAILBOX iE 10' 164.08 S � � � r r� d O a 170.61 c • r • SP = SIGN POST W CBS E RIM 169.85 W " 170.79 O '��.�in aJ r,' '� ' FP - FLAG POLE CONC = CONCRETE CS RIM 168.01 w-vLT OVWY - DRIVEWAY IE 12-PVC 163.81 (Ni I�� Ci IE Fill - li IE a•PVC 166.46 (SW) (N-LY PIPE) CBS N RIM 170.80 Foc 1�V X15' titi 110 NG - NATURAL GROUND IE 8-PVC 166.01 (SW)(S'LY PIPE) 70.66 G ={SS SS----�M SS AC = ASPHALTIC CONCRETE PAVEMENT 3 IE 4' PVC 1'83.26 ( �� I All EP - EDGE OF PAVEMENT SDMN RIM 170.32 169.95 0 EG - EDGE OF GRAVEL IE 4• PVC 164.1 a (SW) y �1 r° , •, 193.58 N IE 12"PLP 163.33 N) a I � I• . IE 12'PLP 183.52 SW) I All ,o iC - TOP OF CURB G - GUTTERUNE BP I ExTRUOED HCR - HANDICAP RAMP If 12'PVC 187.46 (NE) ( 173.53• 173.97 CUR - 12'DEC 178.26 ta2.$S`'11M. 162.03 TC • • SPOT ELEVATION - �' aO FIFE = FINISH FLOOR ELEVATION 1E 8'PVC 166.19 (NE) >�.: IE 4-PVC 163.49 (NE) � h' � aO v s• s' � �, 161.56 c � x 8H - BUILDING HEIGHT 17 .96 c TW = TOP OF WAIL / � I �• Bw - BASE OF WALL 171.80 a y9 175 27 1g• DEC - DECIDUOUS TREE 170.17 c wi 1 23 i TC , 4 0: • 181.70 FIR = FIR TREE 169.9 ` 17 . c h I ` DR..: t G x PINE - PINE TREE 173.71• 174.14 177.3 178.1 119.10 TC 181.89 G -- Y CED - CEDAR TREE 1e ��rr 170.73• N I v 17;1.13 , O r, 1 e7 C •j �� r� 1 64 t0 Ill -z' N I � „y •��r� �0 Q?' J IMP = MAPLE TREE 166.1i6 ,P` o r CHRY = CHERRY TREE I w �1 g► � •195.3 MAL = WILLOW TREE 18256 c 1 FeaH x SPR = SPRUCE TREE g CP POND coo I 171. G . Na '. • 194.69 PCP--RPMASTIC EPIPEONCRETE PIPE �_ -4 r } 171.98 G �.2 °+!o PVC - POLYVINYL CHLORIDE PIPE � 182.56 ��• CMP - CORRUGATED METAL PIPE 167.0 g a • • 170.63 BN - 39.3 , 01 - DUCTILE IRON PIPE ff e•PUC 165.79 N CH/L - CHAINLINK FENCE ( E) a TOP OF BANK 100.4 8P° 18276 0 •,1! < E ffRUDED CURB 172.23 0 OR - GUARD RAIL � 164.6 e• Nott � FENCE a 169.57 a _ 162.64 a 0 • � - X - - FENCE UNE 01 - G - - GAS UNE Z/ • 168.1 N B9'29'S7'E 100.00' ` !p - �� NG 182.22 G 1 I I x - - - M DRAIN LINE •� w 165.08 TW t2� - SS - •• SANITARY SEWER UNE - T - - UNDERGROUND COMMUNICATIONS UNE, /Q77�� I t0' WIDE TELEPHONE a PUBLIC WATER UNE EASEMENT OTHERWISE NOTED Dcw ll x E - ELECTRICAL UNE, UNDERGROUND UNLESS I I PER PARTITION PIAT 2000-020 I • �1 - C - - UNDERGROUND CABLE, TV 1e4 171.0• 172.8 All W 147.6 e - WATERLINE 11 GVL - GRAVEL ;� .187.4 7 T.B.M. = TEMPORARY BENCHMARK NO s �1a •,� .r¢ 16.5.74 OWNER: PAUL SCHATZ SURVEYOR'S NOTES REQUESTED BY: KARL KOROCH No 'ate 1a to'MAP / I P„D 09 Doll '� IT.M.RIPPEY CONSULTING ENGINEERS 1 1 O I 192.+1 c 193." G 1) PROPERTY LINES SHOWN HEREON ARE PER PARTITION PLAT 2000-020 AND SURVEY NUMBER 65.06 �' ' 7-� 117.1• 17+.6• t7 .O 162.4 ', `- - --- (503) 443-'3900 • O •177.8 180.0 190.0 180.5 181.4 Qy 183.0 163.9 22790, WASHINGTON COUNTY SURVEY RECORDS, AND ARE FOR REFERENCE PURPOSES ONLY. NO 167 0 � 12' NIL 1 176.11 178.10 1g3 .183.6 •143.6r .163.5 BOUNDARY SURVEY WAS CONDUCTED FOR THE PROPERTY SHOWN HEREON. � 170 6 174.6• SITE ADDRESS: 166.7 , to1lAP X 3 I . 176.0 •t77.7 178.7• 9. 176.9 N � 192.9 163.4 •183.0 •184.4 •155.7 2) UNDERGROUND UTILITY LINES SHOWN ON THE MAP ARE PER SURFACE FEATURES, AS-BUILT MAP 6600 SW BONITO RD. B w �1 179+ SUPPLIED BY TIGARD WATER DISTRICT AND SURFACE MARKINGS BY OTHERS. TIGARD, OR ° 176 o• I a 179.0• ,179 4 Na SPO 144.34 1 L7948 80 .162.1 161.4 •102.1 NO .` 177 1 s •1 1. �0� p� cr 165.7• 3) THE SURVEYOR MAKES NO GUARANTEE AS TO THE EXACT LOCATION, EXISTENCE/NON- 166.61 Tw 64.64 TW t to •181.2 1 42'iRt �9 1 es.o EXISTENCE OR FULL EXTENT OF ANY UNDERGROUND UTILITY LINES FOR THE PROPERTY t .� 186.58 SHOWN HEREON. L---- - O 8' NION CH/L , • ,161 36"F1R e` ,y , • 54.3 �� 1 ��' �. ` S 8W36'48•W 400.99' ` •�� ? •184.1 Surveyor: �Q o °A ° I ,86.77 REGISTERED 'AA; AV GP1 �e1M1 ,• •184.5 Weddle. Surveying PROFESSIONAL 1750 SW Skyline Blvd. LAND SURVEYOR Suite 105 BENCHMARK ortlan , 0 97221-2544 C WASHINGTON COUNTY BENCHMARK NA BRASS DISK •185.3 IN CONCRETE SIDEWALK AT THE SE CORNER OF THE BRIDGEJULY 13. 2004 � OVER I-5 ON BONITO ROAD. Ph. (503) 292-8093 AWHOW B. RYAN ,g /3 Fax: (503) 292-0938 58833 ELEVATION - 202.884' (WASHINGTON COUNTY DATUM) RENEWAL DATE: DECEMBER 31, 2008 JOB N0. 3901T ,r. '•�, �I�' urr��+��••�rn� � ,Igga r a+' i 1 I7T'1 1 I S I 1'41 1111 mollI 3 , . O iaY . ntM.sn .+ruc.aMw•i.Fir•+. ..111tl1.'c..i+yva..Mr.t/1.Iw'A ♦r.Miti'.4iJ .i....yC: IA E ..__. --.__ - _ 00.•1700.+.♦ .1l r ' , '.. - VL".a.Jt) �.wM•..-itl/\♦:.N.=!/M�1.aw.RN. -..'♦'.s.er}..ya- •r:•1•airrr•WIr7Wab>!M1��•A!�!Y'' �+•lw...wwwI::+stMlvrwr.wYw'nfn,l�wr/�e•I�It:.-s. r. ..L.w.:..•..•.•:•.•ie�.•a'--.,T:rav: ..e waa>w,.aaw... :. -+�tia.«1 M1••wnfV•.- - ..roa+-+•'•rRl+•s^.+.,-r•r .-w+l++ymr•rw+warMurr ...1+ s•..w•. ..+rY.I. .u-•s++s-• -•- ."•- .._ c....rr..rrr.►v-wuw•.rw.l+u,Paraw..ssw -..w:,.w..,...,... ,uwr.w,�.R....1600•.nwlMaiVR+•aa.+pwNru.aas,w..•.•.W:• - M .f F C Keynotes _ 1. NEW SIDEWALK, TYPICAL 2. NEW ACCESSIBLE SIDEWALK RAMP 3. REMOVE EXISITNG CURB, TYPICAL 4. LANDSCAPING - SEE LANDSCAPE PLAN FOR PHASE I MILDREN DESIGN GROUP, P. - _ 5. PARKING OVERHANG AT CURB, TYPICAL ARCIMECTURE - SPACE PLANNIN 6. EXISTING CURB TO REMAIN 7650 S.W. Beveland,Suite 120 SW n I 1 T ^ Tigan d,Oregon 97223-8692 S V V B O I V T A Voice: 503-244-0552 Fax: 503-244-0417 i _ • oo \ • • N 89'38'00'E 311.10' N •125 0.3� A w 56 w JR. - - I • • ` I- L- - -W 8 � � I I Curb T s VD OOF 0L IEXISTING CURB TO BE REMOVED Hill O - - S 89'28'10'W 153.89' _ - - - - - - - --u-- I EXTRUDED CONCRETE CURB, SEE DETAIL 9/A1.2 O I CAST IN PLACE CONCRETE CiJRB, SEE DETAIL 10/A1.2 -S 99.38'00 ! O1 II p ~ II 20.00' At �- `,� Wo I , -L--L- � I p I I I 11L . 6 _ I 1L_ - - I--"--I t• II I x - -- - - - - - - L ilJ 1 o — _ _ x o O II I 1 4 � -LL 1 y — 667th At.s 6600 I;` p 'I I I ,x Owner: \ I oW II PHASE II PACA �� 2 3 ►I I I PARKING Properties,ie L ,, I I pe s LC Oto II 1 o II 1 I ' 0 r PHASE II II x � 4 ,,- ' o _ _ I RETAIL —� —— BUILDING 1 �•� � 1 �� 6600 SW Bonita Rd � 2 z o° 1 4,746 I . II Tigard Oregon 97224 A1.2 1 FF 178.28 II x • I I — PHASE N c,' !! ► � II 6 I� II �. Q II PAWING � � ' x� Pro)ect: - - Paul Schatz u I 0 o 3 II Furniture a _ 0 II I I Retail U,0 Building Ln 4 II ;•T;: : • 1 � I a , PAUL SCHATZ I II i i 6670 SW Bonita Rd 23,486 SF LiJ Tigard,oregorr 17224 I II � I I.oAoaa I L----_-- - -- p \'I - I 'J Sheet Title- Site itk Site Plan -- I I x ❑ 2 I -' _ _ J 1 1 ' wADMa THOMASVILLE - _" ^—� 16,143 + 223 -� - - - , i I`' ❑ o _ 16,366 SF --- ' A � I N 89.29'S7E 00.00, - FF 178.28 FF=182.28 I I x j 6650 II Ix ' I 1 Revisions: ' I I� � i I I I II x I II I II x I I I I Il I I t I -- — — -- — — - —. — _ _ J go- !0 NN! P.C., 2007, ALL J - IIIO►tTs NEIF]IVED� THESE ORAtRN05 ARE '►IE PROPERTY OF S 9'38' 400.19 - � --------------- ��_x -x- — unnacH oESlae aRouP. P.C.. AND ARE NOT TO SE USED OR REPROCUOED M ANY X MANNER. EXCEPT WITH THE PRION IMUTTEN PUNISpCN OF MNDREN OEM dtOIIPI P.C. Date 27 July 2C07 Drawn by: Checked by: Site Plan MRW h WEM Job Num er. 106051.02 0 5 10 20 40 Sheet .3 of 1.3 N k Permit Submittal - July 2007 A L L r,v y • 't •• • ,p,yr}r �• 9aOIgt3R ! �. 1. '• - ..r. , Aeewf ,�a.,ti, 1... ,. � +1�..•...._.._.._.._. � . • , i ' •,+'•..a+«.,y,-„».,,w,..w..m».. . ,.:,.-w..:... „-„a, _.__... ..- y..+r.w♦,..w+r-- .....,..:. .:....+w.✓s.,r.,ww .......w•.wn-:.. nau^.w.+r. ,.,Ywr,sw.w. +YSNeSI.w,.rhWi!-..dP.irwraV....+wr..a,qw•.ir+.+w.ww....-.a.^#.anw.+r+r..e,w,,.w,..."•.. �. � � � --- •m.♦•w+.cru.,.,r....•...r-.+.r....+woww,- �yRY'sww.we•.e-++w•.+.erirsr+.w..w..mrww......, wr.. »nw.w.•r.. ...:.i.rAM.rwaw,....tw.a,.n.•+ww.wa,..•........ ..,. -..«r.....,....c...-- �. �,' �' ...,,.a .. w, __ ...sl�wn4 W w�..r•+i,.-- ._ .: .. ._. -_... '_ -_...-...w...ae.-o....w..,, a..:..:n.+... w..wr,.:,+..,.-...••. ,.....- _ 4:}. 1. I Y'� 178.6 2• 177.1 24DI3 - 167 52 ,� 177.25 T�, ._R� \ . 178.5 ! p 1ao.o•/ 17 c 4.ss G 176.75 G E 17 1 O'TI E 178.20 TC ( NG be 1 0 G (E �` 177.70 G ) ` +, LP 181.8• e+ ,01 "' 16J.95 t8y r4 G 1 167.US�G I I --- / - - - -- / > 180.4'•. 6M 81 166.91 I LN I n 1I G 6 1 '0 I I 175.76 CxTRUO CUR / t 71.4 1 9.90 C `I' G • II. 9'6 �� 57, r-- T--- 1---T g A< v / ; 170 a c �c�r :' / 1 .40 TC - Fb 1 7.45 C I - 178. 5 9.40 E 1 9 1 9.90 G Ac 1 95 E 9 t"' 175.7 G / 17y.41 r 4 r �•- w ^� ( ) J 177 95 T E J 1 I l --102 -----_- - EXISTING CONTOUR - 1 FOOT INTERVALS 174 75 C17507 G 75.46 G 177.45 Go 178.50 TC 180.10 TC SAWCUT I 1 _ EXISTING C - I 163 7J c � SAWC SA UT Ac � SAWCUT 178.30 TC '�� 1 0 G �� 1 CONTOUR 41: �-'f� / 175 75• 177.80 G(E) A: 00- OU 5 FOOT INTERVALS 31 TC e / 1 .00 T� � >14 Tc r•1 164.30 G 166.80 c i y �� ^ / -- - 178.65 TC • 179 18 ( 102- - NEW CONTOUR - 1 FOOT INTERVALS W / ' x73.50 G h 175.5 TC X35 - � " 119.60 c iN 166.83 c e 1 1� 2 " 7t 03 G 176. G 178.00 TC/G 178.00 G .e� ■ - re>,f O •'' +72.90 c 17_7.34 TC / 17'!50 177.90 -'} ° "Le 100 NEW CGNTCUR - 5 FOOT INTERVALS a 164.78 c s F ,�� 0 35 TC U T- a t 76. s d 76.84 G (E) 17748 TC 17 :30 TC 178.35 TC 177.87 c - " A79'35 TC 1 � � 1 .00 `POT ELEVATION I J 1176./3 176 98 G E 1 7. 0 G E 1 G 7�i-8 85 G 0.40 TC _ 3. Ac - - i - �1 .� TC � 7s.1 _ - 7o.31 c r'� 1.90 G (F) 'wv � 179.35 la CB x h 18 -JZ F s.84 \ m 1 60 TC IM Flo CATCH BARN RIM ELEVATION GM I ^ H 2.92 179.85 T C I I 1 .10 G �/ rX� _ 173.10 co RST 51 1 C) w 17 . � 1 �� 4 179.35 G F 1 .70 TC M-� _ MANHOLE RIM ELEVATION ° v a 4 _ 178.25 1 .20 G -RIM 100.00 0 / ^�titi I (b EXISTING �`��11(� �F�.S 178.45 9.93 G tHV G6 172. 1h• yeti 177.90 TC/G " ' 176.60 TC 7N IB• - f' - - ■ CJ11CH BASIN _, 178.25 SAWCUT 170.86 c �a172.45 r 172.3 TC 'G �G 178.00 ', -_ _ 178.35 _ 0.20 G (� MANHOLE 176. 5 TC 177.90 TC/G 0 r O � r 173.40+TC f"° 172.90 1 1-76.35 G an os 2+ -- RAMP 172.90 G 17 .1 172.80 f� 178.00 U&45 180. Tt R( KOa� I 170. y c 172.85 TC 172.30 G 177.90 1'C/G � � 1 - I �,y�•�c EXPIRES: 6 30 09 _ 172.35 G1 Al 180.80 TC - B s �AL NOTES ES t 172.35 TC/G -- _ n5.0 178.00 teo. 0 1 �. � TC 7 /X80.90 TC c ! 1 0.70 177.95 TC/G a•4•'OJ Tc 180.33 • 1. ALL. WORK SHAD. CONFORM TO THE REQUIPEMENTS OF THE JURISDICTION ►. 17 T '-172 - 180 55 r, -1 .40 LF : AND THE PROJECT SPECIFICATIONS. -- 171. G (E) ,� 16 4,1• i 2. THE CONTRACTOR SHAI1. HAVE A FULL SET OF THE CURRENT APPROVED - 1 T �t= CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT 18t).:�5 G 18"0 TCS ALL TIMES. -- T FF 178.28 180.40 G E 181 90 3. THE CONTRACTOR SHALL NOTIFY T`iE OREGON UTILITY NOTIFICATION CENTER _-.-_ ,70.74 c LP Nc 141.30 TC 3 BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 800 332-2344 --- # nt z7 c w FF�,73.60 83.10 TC �'b ' •�° 110.80 G 170.70 !- (P 18D.f 1 G E a-. . 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF P'RNATE UTILITIES - 1 _ ! SAWCUT I+x SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT O ' / 175.8• I LOCATIONS WITH ENGINEER. • tv K/ 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED r 1172.85 TC - 181.50 TC E - 1 1 I 172.35 G 181.00 G d 9+• - - OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT i 8 I REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. -- 181.70 TC 'bt.0 - - - SAWCUT 181.20 G (Ey` I � � � •, � 182.46 6. EXISTING CONDITIONS BASED ON TC?OGRAPHIC BOUNDARY AND UTILITY - - SURVEY PREPARED BY WEDDLE d( ASSOC. DATED AUGUST 2. 2.006. 173.40 TC '�P 8 ' 180.55 s 9 1 1.90 TC L 172.90 G �o' '�'s� \ 7. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE , " / GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH 172.40 T5i.60 T E GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN 173. T� I �N P ROUGH GRADING. 1 1 .90 G (E) 172. 0 G ,� w 1 30-0 (E) NG 1 8. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE ' 181 850 TC '8 4 FINISHED GRADE, WENCH INCLUDES SU8GRADE SOIL. TOPSOIL, SOIL a 17 IS wM n 17s e• - -181.35 G E RESPONSiBlE TO COORDINATE GRADING WITH BAMENDMENTS, ROCKERY AND RUNOF1' OhI EXCAVATOR CONTRACTOR10 1 70.81 . W' ) _ • "1 0' 1 % " v 'a � SAWCUT �' v n 182.10 TC LANDSCAPE CONTRACTOR. w- Y : cTC `'� o e, X1.85 TC 181.60 G ❑ ,ti. --1St�5 G _ I I 1 -- I FD 172.10, E 7o dd&TCH�XIS„N - I 1 75.07 CURB 17 2 J 1s9.es c �I i 173.00 G(E� - - I1 I I AC 0 " 182.15 TC ,as 5x1 A AC - • 0 h,- a, /� 1 -' ° 112.66 c (E) I 173.97 182.95 TC 7 5.7 5 f U / .73.SJ• 181.7 0 TC 1 181.44 G ! / `\ 178.26 1 2B Iw 1 G 182. 0 G 17J.Bs c y 182.30 ,7 sec 182.20 TC \ _ x.03 G I ' 170 77 c, SAWCUT I / v V TRF 181.70 - - "� 182.75 TC 2 - ---- - - 169.9 l ' I OS IC �1 181.25 G ......-----_-._.. • 170.55 G - 1e9.z.• 17J.7,• t74 ,�c C \77y .3�' V. 172.90 G 1 r 170.73• / J• 172.13 y ` I18.t 134.10 Q� / [S 1 76.. p 173.00 TC / 82.05 °7y,' - 183.25 TC '/ f ,13.50 G 175.00 'G9 I 1 181.55 G ` j 182.75 G 'i 172. 0 G ^ 182.4 ° 171.98 c 182.10 - t 1�72.95-TC CEI 111,98 . - 182.20 \. qr 134 59 V I ^1 i� 172.45 la -- -� �\ R+ ( 1 I • 5.2 117.34 RIM 1 .00 172..48 TC E 182.25 1 1.82.00 TC _\ _ o I 1 % I .� raFl ° 1 .10 G 176.8 (E) 16114 ° •yfn. J 171.98 G (E) 181.50 . , I Les r 69. c / 172.60 TC 1N 7s , a,� VV'7 w A • ) FF 178.28 FF=182.28 1182.50 Ti- _ _._ I 4. G g. 172.10 G E 17 0. 0 T ,b• �� 173.15 182.20 <.94 C NG I 171.95 G 6s.os rw � - 1 1 .90 E --- 175 176 77 - 173.10 182.25 182.95 TC T 181.65 TC 182.4�G- _---+----�-- 1' .3 TC � I � 1 T OTC _ TO 178.20 181.15 G A �,t - -ce 5�� ; 1 7 C�, ' j 1 7 1 164,5 1 G i 174.80 TC 182.15 _ M 1 183.50 TC • � 174.30 G j' f � ❑ �J 178.20 181.75 I 800 G 173.4 BW 17 EW a FI �' z > �' • ,s - 1 0 TC tr 1 r' 7 I TC G .'� ll_@._L4 /�i'M••��1.�3 I t 9• - -- � � 181,9 185.74 J 174. T� 176. 0 TC lj�, 181. `7 - - 6WTK / 173 .5 G k 175.60 G 178.00- I Qis •e 184.00 i C FF=178.28 S tw \ R1 h 178.1 U �•� 65 0P TW 65 6fi 1 w / I - -- - - - - - - - k_- 178.20 167 �p 17�. I 8• \ 6.n ,.-. - - - - • 1 1 G 1BJ.44 G \\ �� 4i n ♦ , i • t a i 0.0 18b _ - -�.� S- 183.0 18 9 \1 \ 11 X DRAMM ARE IME PROr01T1 OF 179 tA3 T.Y.Wl"00skum Down"Mc. 6 9 177.1 181-- . 5 , '� I i'll 1 M AM7 YN�It ETIfHT•Rt IME IRtUEII ;> � - 170 1• ,, p ', -•�-- •' � 1173.80 1 MA AR ROT t0�se•a1 RT!t1�ILiD C's I T'� 1 • 183 1-.2• 1 Ir 181.20 �C 184.4 • 195' TWAT1EN PFJlYliglc►1 OF T.Y. RiPEY ♦ /� r 179.4 ' owmi"91919 <W. 1M 1169. a �� f c ! • f `-Rg79.o _ • NG -�` " 18 , 180.70 G --- 179.4 186..74 �+ -� \ NG DAM 12007 - .1 i FILE NAME: C 16E 61 Tw 88 4 TW y, - I f 1 :Y181. \ C 82.75 G Q't' 195.' • 181. une?6 _wA • • - 11 ,�' - 185. 11176.0 DRAWN BY: SAD eh� c 6�. , ,� a X_. r X __ 0 4 186.58 1�lriH -- cFflcv BY: '--- ,14' 170. TC �'- . �'� "`�--- ---�- � _ _ 16� °'- F _ •�.- _- --- 5--_ RAW PLM TC stBST • - - _ _- --,184., ^'\ 1 .05 is _ ` a• \ 178 �0 TC y ��ti.-. - -- --r - 188.77 172.7 �C ,�° 177.90 G �� °' ti•1H3.�E3,-I� 1 4:5 TC WAIIA T V 172. G "am 178.2 T ,� 183.10 TC � ' 1 G 00 G • ,x4.5 TO • c I 1177.0 G 182.50 G 182.60 G tt J 1r 00 amm �W ��•N¢,C3 ��►'e al'N 04r S'1te � I 7 _� j GQlfss T ' • 185.J Permit Submittal - May 2007 PRO /3 y >Bcr N•.: .- ... ..,..r.._... n.aa.x..a.,...✓•'0".>.'.tILffik•r•iI••••►MI.YM ,�•._ + ' -' �. -ne- 4 .ter••-- _ ,..... .Wtaw�N.1� •rrYr....-..- - r.. .... • � ,� �r V '�T(T 1�I'I I ��,TI I�ljl71 111 t Ifl TJ, T f T�1(I 1 I I � .. ..,. . : . , • ' r~, : � ':. I t •� ll ♦ :ti I" y ke.a 1 fr U ti. I JI �qt : 9:V'GG ref Al r "f '.r dt,•, , 1 r .y tla�` r'' 4 A. y. Al. ' 4 4'a 4 ` •'fYi. S., ,3d CONTEC ,W SIX \ -- - L 176.6. •2• 177.3• 2 CA TRIDGES 160.9 ! - -X - 69.P1Q"MAI • EXIST. - _ \ E _\ 17e.5 IE IN, 164.60 (10, 61.52 NG i/ }\ _A2 J GUY \ D 16 (12 ;NIarGH - i 8 8•�. -- ' 117. 4.65 G N� #+P l NG •1 - • ,. \ I v j LP \ / \ 4 11�,.6• ell i EP',a bti 1}705 IG \ ^ C. - -- 178.5` \180.4'. �1 175.78 G- XTRU CUR 177. 17 C • •ri9r I ( v5 AC v YY" B*'SjLEGEM - - p I f I I jl I �S s 165.01 175.1 G l.J I\ 1 9.9 179.41 r. F,•„ 174175 G 7!i.46 G YN y ' as 4o' TO EXI`Si MH 175.07 IAB ,�\ 0 4',Ib 163.73 G tp y -- - - SS -�- - - ,----- - Si3'� .'r•., SO '� __ SANITARY SEWER LIE -ss__ _,..._.. _� I yeti EXSTI -- � 5 N _. 31 TC - _ $_. - - - - ° . 4. EWER NE 163.22 TMC1 1 I 42 164_.30 G 166.80 G 114S)�Q, // k r, - / �h I 4a}r24• •179.1 e 162 4 1P 5 404?t' 188.63 '\ e , �' '� r° 779.60 FIRE WATER LINE �� 1 ' 47.49, E \' ` s ` _ /�u2 - 03 G I ❑ SLd DOMESTIC WATER UNE • `4Y'_• _ ,6, 90 i j TELEPHONE UNE T -� 16470 G GURe +S \ EXIS SS s / 6" 17% 178.33 G /� -1 _ .I 62. 5 I l 177.87 G 179.14 c ELECTRIC UNE -E-- _<0 E F___ . �� e S 6.1 I I 119.31• I NATURAL GAS UNE G J? I S I B AC I I y-, - 7 - I I 75.2 1 1 0 W • \0. ,�/`�O �' I twv try •.^ 1� ' 1B 180.1 Ci.� Z 10' WIDE GAS EASEMENT CATCH BASIN ELEVATIONS CB FOR PARCEL 1 T. FIRE FIS 6.64 G i�� CONCR' E CUR � 179.1 t G _ __._ � SSMH RIM 162.9'.'. Gm PER PARTITION PUT 2000--020 l � A - - - = RIM 100.00 T SI NG LP I = IE 97.00 E 10' 157.08 (E� 60" S 4 72. 1 77: 1 NG J '• ? MANHOLE ELEVATIONS MH tE 10" 156.60 (N CBS N RIM 170.3E RI -1 3. M _ 4 RIM 100.6-0 Ep PROF • IN 165 (6 - - I w IE 97.00 179.93 G EXISTING - I �� - I 179.78• �> Z DOWNSPOUT o DS --� _ - wu I_, CLEANOUT 0 CO Parcel 2 x h 170.86 G 6 SO 79X MANHOLE o�soo>r v �e°o oe T �O O c I 176.0 O ' c. FIRE HYDRANT IRFH �!y 25•sem`.t / n I I� 0 CATCH BASIN • ��RC KOROG IIA6IP I - - - �.__ J f DOUBLE DETECTOR CHECK VALVE DDCV I 170. 5 G , I arcel I 1 / - I , WATER METER ® EXPIRES: 6 30 09 T.B.M. y �� " - FlRE SUPPRESSION FOR 161.25 BACK FLOW PREVEN70R mBF NORTH BOLT OF TOP FLANGE 1 (i7 I 175.0 EXPANSION - /180.40 G WATER VALVE id WN '7 BE PROVIDED FROM EXISTING OF FIRE HYDRANT 1 18x.03 TT ,B0.3J�C • .rte BUILDING FIRE SYSTEM. ,6055 G ELEVATION 174.76' (WASHINGTON COUNTY DATUM) SEE PLUMBING PLAN. LF DI* _ _-- 180.44- 179 f - DE N11 PIP 0T I N III AC t - 1 FF 178.28 }I I NC Q a ..�_ 170.74 LP _ ' 71.27 c _� en _- '� , 'id, 1. ALL WORK SHALL �AI:FORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF O . I I c I $ is THE PLUMBING CODE. bL11LDING CODE. AND THE FIRE CODE. WORK SHALL ALSO 170:70 4 r E --..---- -- D!') SPECIFICATIONS.M TO E STANDARDS OF THE CITY OF Tl(,ARD AND TO PROJECT jV A t,5.6. -- - - 2. THE CONTRACTOR SFWl HAVE A FULL SET OF THE CURRENT APPROVED i I I EXISTING - - 1 CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL C 1 eo.91. C1 TIMES. IE: 7.10 BUILDING - Z H ? : 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION 0 ! �! ,� I .S. - � --- TION CENTER, 3 ,I n CONNECT TO EXISTING _ / 182.44, BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 800 332-2344. 11f-I W ISTD G w R g �, t �e 'tee EXISTING SERVICEMSIZE AND �, , 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH IL CBS N RIM 170.31 I °o, � INSTALL PRIVATE WATER METER / I W AS GIS. TELEPHONE, POWER, CABLE. TELEVISION. ETC. CONFIRM VAULT LOCATIONS i " I s AND BOX. CONTRACTOR TO J r ENGINEER. E ^ I VERIFY SIZE AND LOCATION 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF PRIOR TO CONSTRUCTION OR �__---/ NG N CONSTRUCTION PROGRESS TO FACiIJTAIE SITE OBSERVATIONS T _ TIONS A REQUIRED y ORDERING MATERIALS. - LAJ� INTERVALS. 24-HOUR NOTICE IS REQUIRED. SSMH RIM 171.58 �` s• O ' 161.09• ,8'.34 G I IE 10"PVC 164-OB (W) -�. I IE e" 164.12 (E) ,\7 - 1s3 0, Z 6, THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, IE 10" 164.08 (S) 70'61 . •I - FITTING, OR ACCESSORY REQUIRED FOR CONSTRUCTION. CRS E RIM 169.85 1 .79 G ' �s ' m I -w_ , j o .y o, e� o - 7. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH PLUMBING CODE CHAPTER 48 ACCESS MH SEVEN, SECTION 707 A'40 SECTION 719. NOT ALL REQUIRED CLEAN OUTS ,IRE Y PIPE) CBS N RIM 170.80 -_ `` �. `p Co 70.66 G - I RIM 172. 80 MATCH EXIST SHOWN. i PIPs -\� a SDMH RIM 170.326s c iq L, ` }F - -__---'_.SSS -- IE:165.60 I - - Z IE 12-PLP 163.33 N) �- AC INSTALL 2 FLOOR DRAINS. i S. EXISTING CONUITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY IE 12-PLP 163.52 (SW) `\ 1 CONNECT TO EXISTING -ao ` ' 183.5E PREPARED RY WEDDLE A ASSOC. DATED AUGUST 2. 2006. BP I I f `5 DRAIN. CONTRACTOR XIST. F EXTRUDED TO VERIFY SIZE AND ' I 9. THE CONTRACTOR SHALL VI_PIFY AND CONFIRM EXISTING CONDITIONS. NOTIFY IE 1 z"PVC 167.46 (NE) x ° A I 173.9, CURB __-• 1A,,; ENGINEER OF VARIATIONS IN CU,r)TIONS SHOWN ON THE PLANS. POINTS OF �� \� o t�S$3• _ LOCATION OF EXISTING DRAIN. PERFORATED �� CONNECTION TO EXISTING UTILITIES ,4ND LOCATIONS WHERE NEW UTILITIES WILL NOTIFY ENGINEER OF 7F.2e f1 1 .2e 1 flF�RfMETER DRAIN CROSS EXISTING UTILITIES STALL BE VERIFIED BY POTHOLING PRIOR TO IE 8"Prc 186.19 (NE) / '� \��` w POSSIBLE CONFLICTS. 1 1£� 'F77.00 v- + «� CONSTRUCTION OR ORDERING MATERIALS. IT IS THE CONTRACTORS RESPONSIBILITY iE 4'PVC 165.49 (NE) ��`\�\ ~\�'-�•` m / I 173. ?0 SCHEDULE POTHOLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFH:IENT c f� ON BUILDING r TIME EXISTS TO PREPARE MODIFIED \, 171 ,; v DESK,1dS AND HAVE THE MODIFICATIONS J 169.9\ , T G /' os Tc I' APPROVED BY THE JURISDICTION WITHOOT IMPACTING THE PROJECT SCHEDULE. �. 73 G . 181.70 173.71• 174.t G 8.1 TC 181.89 G ` �+ 170.7.3• `,• ,7 .,3 \ 81. 7 G -- ., / J�> 184.10 10. STORM DRAIN FITTINGS ARE 10 BE ECCENTRIC. 168.1 / N I2 ► 5 R, �' Q) 11. SITE RUNOFF' HAS BEEN QUANTIFIED THE RATIONAL METHOD. PIPE SIZING IS BASED ON POND SUBSTITUTE MATERIAL WITH A DIFFERENT N FORMULA WITH N-0.012. f V UE CONTRACTOR THE OF CALCULATIONS WIU. / coo / PERIMETER DS TO RAIN f 1 e Htc slcN "+ G -' IE: 177.00 G +e e c I BE NECESSARY. THE CONTRACTOR MAY CONTACT THE ENGINEER FOR THE C) ,/ •, t 84 59 REVISIONS. f.� } o B X 171.98 I ? d, 167.0 0 � IM 17A.0 / 6" SD O 1% 25 _ v 1 12, DOMESTIC WATER LINES AND ACCESSORIES BETWEEN THE WATER METER AND THF. _ I BUILDING SHALL BE INSTAU_ED BY A LICENSED PLUMBER EMPLOYED BY A LICENSED aF W fE: 169. • yfo ' , I PLUMBING CONTRACTOR. IF 8-PVC 165.79 (NE) NOP or BANK 169.4 ° ME: 18$,40 - HP 182.75 G , B� ( 186.5 109.51 G : __ FF=182.28 } l 6' HIGH CH�II FENCE V I FF 178.28 - --- z 13. UTILITIES WITHIN FIVE FEET OF A BUIL t;oNG SKULL BE CONSTRUCTED OF MATERIALS tee., g► 6" SD O 46% 62.H, G NG APPROVED FOR INTERIOR USE AS DE-SCRIBEn IN THE CURRENT EDITION OF THE 185.05 TW PLUMBING CODE. 14. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MAI BY THE APPROPRUTE 10' WIDL USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY PUBLIC WATER LINE SEMENT / I s18 ONE-SIXTEENTH BEND, ONE-EIGHTH BEND, ONE-SIXTH BEND OR OTHER APPROVED 164,5 . \ 171.6 y I 8• I f'(R PAFTITION P �_ 1. FITTINGS OF EQUIVALENT SWEEP. I I IN BOX TO PROVIDE ACCESS. • 167. I SIZE OF BOX TO BE DETERMINED II.: 179. 5 15. INLETS AND OUTLETS TO ON-SITE MANHOLES SHALL HAVE FLEXIBLE CONNECTION NO " > CLOSER THAN 12' AND NO FARTHER THAN 36" FROM THE MANHOLE. NG IF�17 SO I-• -�_-&-�I) O 0.75X BY CONTRACTOR BASED ON FI m 1 9• v . 167.4 ¢ 44", # ll' a INSTALLATION ALLATION DEPTH. wm 19� I` - • NG (� IF: 176.80 " 6 SD q 18'`74 IE: 176.5 -�--- 18. MANHOLES SHALL. HAVE SMOOTH, UNIFORM WATERWAY WITH CHANGES OF DIRECTION 8 SD 1X i 8' SDA 0.75X CON` - $" SU O 0.75X " rc i " P� - �.�-EERFORATI=D l n `T?av MADE WITH THE APPROPRIATE SWEEP OFFSET PER THE OREGON PLUMBING S 6 (SOLID) SD i PERIMETER DRAIN / SPECIALTY CODE. 65.06 rw 6 '.s� nmY �. ��`� i 00.75% IE: 177.00 -- - --r ©r �� t 7 : 7 8• o - - '- �- -'- I 1 183.44 G n, 17. BE INSTALLED AS SHOWN. BACKFILL TO BE t9E]E IMIAI,Na t9!1K It90t•F111Y OF 67.0 '�, \I I ,77 f - - T r 8 PY s 1 q o OPEN GRADED DRAIN ROCK PIPET TO HAVE DRAINAGE FABRIC SOCK AND TRENCH TO Tx a""Ot�81N0 Olat!!Rb MC art 174. - ;; - BE LINED WITH DRAINAGE FABRIC An�ow m It Ulm of IaIaols� 88.7 170.• ) 177.7 / i$!- �Z• 18J.5 183.5//�._ �� o PEAIrSlp! OF T.Y. RIPPEY J I 189 IC2.9 3.0 J • 185.7 11 CB \� 179.4 ----- o0lultt.tnn9 o1911Ea9,MG IE: 1G7.40 •�� t"- 161.6 Y o0 �•"� • 162.1 ^'0 NG -� 186.34 DA7Fi: 1uoe26�2a17_T, 177 - v;� IE: 17 .70 cr 185.7 9 ZHT� Y 1 1. 1 DRAWN BY: 188.61 TW 88. 4 TW t - \ - 185 0 '\NOW __� ley•_ cHltyBv: - q M X X - 186.56 bh. .hyo +0'1 8' HIGH N/L \��e - �j �' fib' iL. 17 • �� 1b,� '`4,g �-�, • -$3� SHIM --- JV » -M1 - _JA_ - 164.1 6 O 1.5ii ----6 _ T- - - - - �\- 186.7795^ `�\ • 184.5 NOIITH } 1C200 UT1.�'1"Y PLAN' � I I • ,85.3 Permit Submittol - May 2007 rRo � r - av CIF/3 ,scr Nc.: .I6L.J 44 .:i•'H v 4. t � - r i , ..mak. � ,. ;,.. , .,. o- ... - wn.e\."r••w#ni�re•w,. -.+ - -- .., ,, i ., 'd,M1N!!9M+174 t; �I"1'* ,, ._,,. p�! , T•r ...r... .: .. � wr.w..-. . <•, .- r .... y akknrwwrrl4'itw6..'. w.. ,... ..... •. ...... .. _ ...... ..•oMgrceayt;,�p" .s _, ` INT r. . r1 rr t • ; � 7 � TP 1Ir 1 I � I li � 1Y � x - �°4 c W11�WIIIII�illllU�lll1 � , 8 - .....r..-n."M+,.M:w...nr•F.,1...'vr.w..n sh w.,r.••»a.:w.r ...w_.K....."pr+w..w.wwrsw..w....+wnnu..........._.....ac.._.....,.• �, ..,.v- .. , !, ► � i . .,..+•..r+w.w..�rrr....rr.,we..r,:.,.w.,...wr,a"«...•.s.snyw.+r.rr.,arwn..s:w.ee-. ...._...w,.........+w..•wnwr.+w,r....,..",._..,.-..._., ..Ww.w�.�1:w.M�r...wn.wr-.e+.fvlrM�w MY+++�.M•IM••srrs.•rr+rbrrw n..r.`.a+rr.,.wy.•v, •.o-..r..fib...... ,.t;- . .'• , .-. .. - ,.- -,,.\f•+s.w.•... a.�. .+w�•.,+.W.+�4+A,,....�n.r. ,....n_.:..•,ail+•r.......wr•vac-•...+cr....aw....••..c.w.+r.,re.w.-w...„�..a_.'..� wui .. ... - - .. r n..•r. -.w.....r.er.a,w,maw•�M.+,w. -,a.rw,....:a,....wrw.e. .r.sn....►,..,a�...... .:�I►r"+,+a,...<+a•eM+rwoev.wnwc,aae.., Y,,s k, r� _s i, GENERAL NOTES METAL GRATE--RATED FOR HS-20. 8 EV,LLAST - CAST IRON PIPE SLEEVE CONNECTOR (`EE NOTE 8) I)STORMFILI;�'tlY CONTECH STORMWATER 50LUTIUN5; PORTLAND.OR(BOO)548-4667;SCARFiORQl1GH,ME(977) PAVED AREA ON PRIVATE PRO?ERTY LANDSCAPE AREA ONLY � PROVIDED BY MFR. 09 72� `7� 907-8676;ELKRIDGE,MD(866)740-3318. _ _ - � 2)FILTER CAKTRIOGE(5)TO BE 51PHON-ACTUATED AND SELF-CLEANING. 5TAi4DAKD DPTAJL 5HOW5 MAXIMUM NUMBER OP - CARTRIDGE5.ACTUAL NUMBER REQUIRED TO BE 5PECIFIED ON 51TE PLAN5 OR IN DATA TABLE BELOW. 3)PRECAST MANHOIf 5TRUCTUR`TO BE CONSTRUCTED IN ACCORDANCE WITH A5TM 0478.DETAII_RfFLFCT5 DE51GN INTENT - RESURFACING TO MATCH EXISTING PAVING w g ONLY.ACTUAL DIMEN51ON5 AND CONFIGUk. TION OF 5TRUCTURE WILL BE 5HCWN ON PRODUCTION SHOP DRAWING. SAWCUT iO V94 " ' \ 4)STRUCTURE AND ACCE55 COVER5 TO MEET' SECTION. SAW CUT AT LOCATION OF JOINT o AA5HTO H-20 LOAD RATING. EXIST. A.C. t•\ 5)5TOKMF-ILTER REQUIRE5 2.3 FEET OF DROP FRDM INLET TO OUTLET, IF LE55 DROP 15 AVAILABLE,CONTACT CONTECH EXISTING A �� ♦i g STORMWATER 50WTION5. MIIJIMUM ANGLE BETWEEN INLET AND OUTLET IS 45'. SECTION / w J• 6)INLET PIPING TO BE 5PECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST MANHOLE 5TORMFILTER EQUIPPED _ 1 WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. EIGHT INCH DIAMETER OU IIET SECTION MAY BE SEPARATED °°*° . 6' l FROM OUTLET 57UB AT MOLDED-IN CUT LINE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONNECTION TO 00WNSTR.FAM / I 4 • PIPING TO BE MADE U51NG A FLEXIBd COUPLING OR ECCENTRIC REDUCER AS REQUIRED.COUPUNG BY FERNGO Oii EQUAL °I s AND PROVIDED BY CONTRACTOR. 1' INLET PIPE 8'/12.0 HDPE OUTLET I I " ° / I APPROVED . - CLEAN OUT (SEE NOTES 5 6) 5TUB(SFE NOTES 5•6) 7)PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCE55. IF A SHALLOWER 5Y5TEM I5 REQUIRED,CONTACT CONTECH o °° NATIVE BACKFILL STORMWATER SOLUTIONS FOR OTHER OPTIONS. 1 1/2'-0" CRUSHED / (COMPACTED) PIPE SIZE W t' 8)ANTI-FLOTATION BAUA5T TO BE 5PECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOk IF REQUIRED.BALLAST TO Bf SET AGGREGATE BACKFILL o°° ° --; AROUND THE PERIMETER OF THE 5TRLICTURE. (COMPACTED) i °o / U IE AS CALLED BAFFLE 9)ALL STORMFII TER REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINE5 FOR MORE I, ° ° U. OUT ON PLAN ?'-O ROUND OR SQUARE SHEET INFORMATION. i I'- III ° ° ° / 1 I III � Mme`'„'; r'.ATCH BASIN -- DEPTH AS 30'0 FRAME - • °o° I - - REQUIREC. COAT WITH ASPHALT PRECAST MANHOLE 'I I I I �,� I - III= EMULS1011 INSIDE AND OUT. AS AND COVER(STD) o MFG. BY ',YNCH CO. OR EQUAL. ° STORMFILTER UAT'A II=III NOTE; MANHOLE STORMFILTER- PLAN VIEW 1 , . sTRUCfuRE ID !+ ��• °° ° /i III I' m PAN WALL 10 of 10 GA. ---- - - WATER QUALITY FLOW RATE cie 0.20 I._.III °° ° o I I I'-•--III` g VERIFY All \- Z ° _ USE DA PIPE UNTIL 18' BELOW °• REQUIREMENTS W GRADE. • FLAK FLOW RATE(<1.5 cti) 2,46 .-I I I i III < / r RETURN PERIOD OF PEAK FLOW ) 25 ° ° 1 > JURISDICTION 0 OF CARTRIDGE5 REQUIRED _ _ 6 PIPE ZONE ° a ° °° III=-III I i PRIOR TO START OF > CARTRIDGE FLOW RATE(I 5 or 7.5 gpnt) 15 ` CONSTRUCTION .;,DIA TYPE C5F,PERLJTE,ZPG 30'0 FRAME_AND ► •• ,• ,•' RIM ELEVATION 169.50 BEDDING ° J COVER(STD) .• • ° III- GRADE RINGCONCRET /^ (5EE NOTE 4) ' PIPE DATA: I.E. ORIENTATION MATERIAL DIAMETER a 2 �� @ �'`��FO�PxOFFSs� INLET PIPE 0 34I 163.00 r 6 ! w-0 PIPE BEDDING •O NOT TO SCALE OUTLET STUD 162.95 \ rr O ,"• •• INLET PIPE•2 162.95 12• �' I I� 1 I I III III �I I-III AND PIPE ZONE MATERIAL ,2 STEP(TYP) MANHOLE STORMFILTER-TOP VIEW 1 ECC,NTRJC REDUCER Yr"O 51zE _ N INLET PIPE �•y HDPE CUTLET (BY CONTRAam (5EE NOTES 5 4 6) RISER WITH OUTLET SAND COLLAR 2 ANTI-FLOTATION BALLAST WIDTH HEIGHT `� Y yy•��G� 5CUM BAFFLE I R)5ER 12.0 OUTLET 5TUB NOTM5PECIAL KEQUIRLMENT-5: FIFE ORIENTATIONKEY: ♦ FIEWN �CKFLL �� KORO 1 EXPIRES: 6/30/07 (SEE ��------uuu��------ . 1 EE NOTE '0 MOLDED-IN CUT UNE OTE 7) 8OUTLET 5TUB 160' O NOT TO SCALE - BALLAST C• HEIGHT -- WIDTH SEE DETAIL 2!2 . OUTLET P UNDERDRAIN STORMFILTER CARTRIDGE (BY CONTRACTOR) MANIFOLD (TYP)(SFE NOTE 2) COUPLING � O BY CONTRACTOR) MANHOLE STORMFILTER-SECTION VIEW A (5EE NOTE 6) I 1 BALLAST THE 570OWWATEK MANAGEMENT 5tol ft'il00 GROUT (5EE NOTE 8) RIE STORMWATER MANAG!'AKNT O GO U.S.P0T[M No.5.122,C29. (I3Y CONT-ACTOR) U.S.PATEN �22,G29. -` No.5,707,527. o 6,02 .576, MANHOLE STORMFILTER - OUTLET DETAIL 2 No.5,707.327."°.`•02'•`39 F"o No. OTHM u. .A 5,G24,S76, N°.G.G49,04D,No.5,r24.i7-,, 0 mown�AfK AND OFAnWM f1010dGN _ __---_FrNDING AND OTMM U.5.AND FoR" akwITIwaler 80utlom 2 PATU?TT5 P[NTIING CO NTM � PRECAST 72"MANHOLE STORMFILTERcammm PRECAST 72"MANHOLE STORMFILTER PLAN AND SECTION VIEWS MA STO ufm 1 TOP AND SECTION VIEWS, NOTES AND DATA IL STANDARD DETAIL 12 S1 MkqK4= �� STANDARD DETAIL 2 j W110NS- R�rA� OAT-1-mna 19cft&ww I FU AAE:MW"-?V 4M DNArIReAIIW CNlGOD'A116 m�MWrde�orr•an 0111EONIM 9C":WPM FUNAAWW W?-IVC4)n p1AYNkMJW CIId�MO RIM-173.50 MATCH F.G. i co ` STANDARD FRAME AND COVER GROUT 4" CONCRETE EXTENSION RING FINISH GRADE. INSTALL AS REQUIRED TO BRING W EL. 168.55 6" SEE PLANS. MANHOLE COVER be FRAME TO _ DESIGN GRADE - MAX. 3 RING'- OR 12° MAX 1 i--60" FLAT TOP PRECAST ' MANHOLE W/ STEPS ORIFICE, IE=167.40 N ECCENTRIC MANHOLE TOP BORE 1.8" HOLE 1.5' (VARIES) - ANCHOR RISER SHEAR GATE WITH PIPE AS NEEDED WITH _ CONTROL ROD ATTACHED HILTY 150 INJECTION LIT - TO TOP STEPADHESIVE ANCHORS • f• 4 STANDARD 43" MANHOLE RISERS _STANDARD .H. - RUNGS 12" O.C. 6" STORM PIPE O 0.5X _ _ o` STORM PIPE FLOW- SIDE 5 LOCATED ON VERT. 4 I4�F�, HI IE IN 165.60 3" OF 1"-0" COVER AND FLOOR 4' RAM-NEK JOINT MATERIAL. OR EQUAL ;n BI►SEROCK STANDARD M.H. NOTES COMPACTED SUBGRADE NOTES'1. POURED CONCRETE BASE-5 12"x 12" CROSS - RUNGS 12. O.C. x LOCATED ON VERT. O SACK MIX. 3000 P.S.I. AT IE OUT 165.50 SIDE OF MANHOLE, 4 I. CONCRETE SHALT_ BE 3000 P.S.I. AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1 1/2" TO 3". 28 DAYS, 2. PANELS SHALL BE 5 FEET LONG. 2. FORM GROOVED INVERT AND WITHIN 24' OF MAKE SURFACE SMOOTH TO r- 0 8" TO 24" C4 COVER AND FLOOR 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, DIRECT FLOW. 2•/Fr ORIFICE, IE- 164.00 © A� WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. SLOP BORE 1.3 HOLE IN REMOVABLE �162 00 n+c3�dIAo1l A,�r TW T, a ORIFICE PLATE \ TM. WKY OWATM Oman Nc 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURCD AT THE SAME TIME AS TI IC CURB, T ANS Io�F T � aot> r THE JOINT BETWEEN THEM SHALL BE .A TROWELED JOINT WITH A MINIMUM 112 RADIUS. N NIT MANE1t E70�T ATN THE PA>aE1t , v.. / / NILINO F)10l�f]!S RRoPEY 5. DRAIN BLOC KOUITS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIA. PVC �; �\�� 't.. OONIANPERWS" OF T.M. PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. 18.2007 6' OF 3/4"-0 AT 95X OF MAXIMUM 12" MIN. OF DATE: MayED 3 4"-0• CRUSH `- PROCTOR VALUE ASTM 155'7-C AGGREGATE USHEACTED TO FILE NAME:�.O.dwj ___ 91X OF T-180 DRAWN ELY: S,%D N CHK'D BY: SHEET 3 CUSTOM C 4 4W ACCESS ILA 5 CONTWX MAI�HIME C3.0 NOT TO SCALE .O NOT TO SCALE ' '3.M NOT TO SCALE C390 1cc of 13 Permit Submit,'Q - May 2007 t'+eo>IecT,J.: X2'73 I , • ,• '°'' , • 'y •.,..u-•or+rl.n+r..,,e,!w1eIt370Rt'�!�'tm•s, .v9+M Y'• i ,o-• 1 .. I' WN ' .,_,.e fauaa+=a.�rrtww•vi-.rx...,,,,.�m.r,.r.-yrs e:�:.»,.*.-., ..-;,�., ` ,,.w. _ . . ,.. ,._... 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O/FI / CIN 4 C/H OIH _ 178.5 GUY(---_ � \.tlq� `� / � - ` 0 H 24'DI � �._ �_-'..� x77.9 � 176.6 - - 1;'7.1• ~% 177.3. wv ke. low ,/ �� 1 � \ � ,/ice � x'r-�- I „f�� ^� C� X. 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G / s ' / I 177.87 G - 178.48 G / •- \ \ nr�b t 79.31• . , y �.\y S;Ss'J ► ) ' I I I i { �� 178,62 c CATCH BASIN BARRIER 0,\ v3 AC 1.6-u4 ' , •�� 1 m 179.11 G G1,1 \ \ 2.92 \ �\ I ,�, 1` J 1 \ I: SIDEWALK -" N 180 I 6 �W�J \\ 1 ' 4'43 :w 175. 177.41 ,`�` I I f 9 + GM - - ,�~� Lr ' -.� iy SEDIMENT FENCE �aO,PR�FFtr(+ I I I : i�176.h;t 175. gi.fi. ♦ J�Ofi . . I b`' AL -HH 21.0' �� 176.93 G �• INN * `1 71, �... SLG 1 NG `\7 I 170.86'G T 0 C 176,.0 I 1600 ! rn 1' I l ��RC KO ;�P ,7D.''S G 17 h INSTALL SEDEMENT FENCE -, r f EXPIRES: 6 30 07 I �`� '.. - 175.0 . . \ 60.87 TC _ 1 17 � 160.40 G �... _ 174 I 78 -FSd ,F1.33 G 1 t 8 I AC 180.44 _ dl N - ----- I AC 1 NG ) FF 178.28 x �rt.�n 170.7, G• L+ j I 1 - -L 171.27 G r� 17(`.70 f !e A ` - �[�rj•1 - I . 174.1 175.8• ny1- 10 I - g NIL I � s , I o� MNG c8i C'61111* NG x r U - - - HL09• t31.34 G I j {`?0"�' � 170.81 . ��. • t X3:8 175.0• � __ t H;1'-, FH i W-V 17 79 C ?y 1t• a r0 4N �O �j Z 0. FOC 1� G 78.28 FFT - li a 170.86 G ,� a f189.86 C I _ j AC I V ' O I I 7353• 173.97 G / -t� r , )I 1 I r.. 178.26 j .2B rti 182.03 TC ` 173.66 G 11 I 17 M4-.58 G TRF I I 1 I I t 78.27 FF!{` II 70.77 c I � ( •.�� I / ' c1 •89.9 170.53 G � t8 -s x j r 62 2, • l 8 i.70 169.2�' ( 174.1 I j 173.71. 178.1 e.+ B 7 T '81_89 G • i h fir\, 184.1,1 •��• 17U.7,;• / �•t 7 .13 • 166.1 s� w .►�J� I J ° 71.1 ; 182.58 G i _) -171. c , o Ji IN Ai t_ j • 170. 3 I 91+ • 19.3 1594 / �/ I 1 ,75 C, `1- - GI . I FF 178.28 FF=182.28 td 1� t' e2 s, c v,•.h5 rq I `l 1 ( � 1)/ I 182.22 G w INSTALL CB PROTECTION (TYP) NG h LP NG I I ( I I. N 185.74 p INSTALL SEDEMENT FENC 1 165.08 N, %'.R6 T q 16: 4r I ,� 1 7�. i 4.Fi• / 1 1 - 160.0_ - 190.0_ _J J • 1 _� - u44 G NX 8*AMM AIK M / • d PIIOPEATY OF :a TY �E>ftONlAttlgll�EF1115MC i w I 170 \ r F� I ^� �' 183.5 •193.8 • 163.5 �Ar� M N1181MAKIM EKme 1111 11E�IItN1El1 �TX I \ ' w• I I s r� 177.7 179 4 t8l rr 183.(1 164.4 1' 7 I j 11D)PERU OF T.M. 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A� a 'E4 I I T FENCE CONSTRUCTION NOTES s • 1) SELECTION OF FILTER FABRIC TENSILE AND BURSTING STRENGTH DEPENDS ON THE SLOPE CHARACTERISTICS. THE 1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE USE OF STANUkRD OR HEAVY DUTY FILTER FABRIC SHALL. MEET DESIGN STANDARDS. SYNTHETIC FILTER FABRIC INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. $ SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF (SCHEDULE A.5.B.1.(3)) M EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 DEGREES TO 120 DEGREES. SELECTION 2. THE ESCP MUST BE KEPT ONSITE AND ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE SHALL BE BASED ON STANDARD ENGINEERING PRI14CIPLES FOR DESIGN. PLAN MUST BE INSTALLED IN SUCH A MANNER TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER ' M THAT ENTERS OR IS LIKELY TO ENTER SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE 2) STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2'X2' POST WATER, ROADWAY, OR OTHER PROPERTIES DOES NOT OCCUR. (SCHEDULE A.3.A.) AND (SCHEDULE B.3.B.) 5?, INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP-HILL SIDE OF THE SLOPED AREA, WITH POSTS 3. THE IMPLEMENTATION OF THE ESCP AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF F SPACED A MAXIMUM OF 6 FEET APART. + I THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT REGISTRANT UNTIL FOAM 3) FILTER FABRIC FENCE SHALL HAVE A MINIMUM VERTICAL BURIAL OF d 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 ESTABLISHED. THE PERMIT REGISTRANT SHALL BE RESPONSIBLE FOR ALONG THE ENIIRE 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 �•1 TERMINATED. (SCHEDULE A.4.A.) AND (SCHEDULE D.3.) T/ 4) THE FI YSICAL 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 4 EN 4 NT 2�H� INTENDED USE AND WITHSTAND NORMAL WEAR AND TEAR. EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, OR FEDERAL (,FLAT WASHERS) RAPS REGULATIONS. (SCHEDULE A.5.A.) AND (SCHEDULE A. 6.A.) 5) WHERE PRACTIrAL THE KILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL TO THE LENGTH OF THE 5. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE � U 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 BE MAINTAINED, REPAIRED, AND EACH C HER AND BE ATTACHED SECURELY. PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCP,ON, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE 6) SEDIMENT FENCES SHALL BE IN':PECIED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT NON-STORMWATER POLLUTION CONTROLS. (SCHEDULE A.5.B.11.(2)), (SCHEDULE A.53.;L(7)), (SCHEDULE z LEAST DAILY DURING PROLONGED Ri HFUl ANY REQUIRED REPAIRS, RELOCATIONS OR ADDITIONS SHALL BE A.7.D.1.(2)) do (SCHEDULE A.7.F.) p MADE IMMEDIATELY. 6. BEGIN LAND CLEARING, EXCAVATION, TRENCHING, CUTTING OR GRADING AND EARTHWORK-SURFACE ROUGHING C� 7) AT NO TIME SWILL MORE THAN 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 BACK DETAIL FENCE. SEDIMENT SHOULD BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES REPAIRED AND THE DIRECT PATH OF WORK. (SCHEDULE A.53.11.(5)(A)), (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 `�QiEO PROfFV A.5.B.11.(5).(B), (SCHEDULE A.5.B.11.(5)(C) do SCHEDULE A.5.B.11.(6).) N't `ren 8. WET WEATHER BMPS: CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF `�15504 ♦4' BAR;_. GROUND ON SLOPES GREATER THAN FIVE (5) PERCENT FROM OCTOBER 1 THROUGH MAY 31 EACH -- FILTER FABRIC MATERIAL YEAR. (SCHEDULE A.7.A.I.) 36' WIDE ROLLS 9. WET WEATHER BMPS: TEMPORARY STABILIZATION OF THE SITE MUST BE INSTALLED AT THE END OF THE . 0 r _ SHIFT BEFORE A HOLIDAY OR WEEKEND OR AT THE END OF EACH WORKDAY IF RAINFALL IS FORECAST IN 25. THE NEXT 24 HOURS AND EACH WEEKEND AND HOLIDAY. (SCHEDULE A.7.A.11.) ��'C KOROS 10. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR DIRER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES AND VEGETATION AREAS TO BE EXPIRES: 6/30M 1' Rl33AR FOR BAG 6 PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS E.G., REMOVAL FROM INLETWETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR TION. (SCHEDULE A.5.8.1.(1) & (2)) AND (SCHEDULE A.7.C.111.(1)) FOAM Q 2 x 2 WOOD POSTS, (STANDARD CONSTRUC OR BETTER) OR 11. PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED AREAS TO PREVENT FROM BECOMING DUMP STRAP ALTERNATE: STEEL FENCE A SOURCE OF EROSION AND REMOVE ALL TEMPORARY CONTROL MEASURES, UNLESS LOCAL ORDINANCES POSTS. REQUIRE OTHERWISE, AS AREAS ARE STABILIZED. (SCHEDULE A.5.B.11,(8)) AND (SCHEDULE A.7.C.11.(2)) 1. FOR BAG STRAP m 12. ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHERREBAR A ,- . NOTES: PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX pG REMOVAL FROM INLET B 0 MAXIMUM SPACING 1. BURY BOTTOM OF FILTER FABRIC USED. (SCHEDULE A.7.C.II1.(3)) do (SCHEDULE A.7.C.111.(4)) Q Ix 12' MINIMUM VERTICALLY BFLOW FINISHED GRADE. 13. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ALONG THE SITE PERIMETER ON ALL DOWN 2. 2- X 2- FIR, PINE OR STEEL GRADIENT SIDES OF THE CONSTRUCTION SITE AND AT ALL ACTIVE AND OPERATIONAL INTERNAL STORM DRAIN y FENCE POSTS. INLETS AT ALL TIMES DURING CONSTRUCTION. (SCHEDULE A.7.D.L(1) - (2)) 0 FRONT VIEW 3. STITCHED LOOPS TO BE INSTALLED 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES EACH SITE MUST HAVE GRAVELED, PAVED, OR CONSTRUCTED � UPHILL SIDE OF SLOPE. ENTRANCES, EXITS AND PARKING AREAS WITH EXIT TIRE WASH TO REDUCE THE TRACKING OF SEDIMENT ONTO EQUAL TRENCH. 15. MEN OR PRIVATE ROADS. (SCHEDULE A.7.D.111.(1)) OR 4. COMPACT ALL AREAS OF FILTER FABRIC EN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER-TIGHT TRUCKS MUST BE USED OR LOADS TRENCH. MUST BE DRAINED ON-SITE UNTIL DRIPPING HAS BEEN REDUCED TO MINIMIZE SPILLAGE ON ROADS. (SCHEDULE A.7.D.111(3)) ANGLE BOTH ENDS OF' FILTER FABRIC FILTER FABRIC MATERIAL 16. TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES AND PROTECTION OF STOCKPILE LOCATED AWAY FROM CONSTRUCTION ACTIVITY MUST OCCUR AT THE END OF EACH WORKDAY OR OTHER BMPS, SUCH FENCE TO ASSURE SOIL 15 TRAPPED USE STITCHED LOOPS OVER AS DIVERSION OF UNCONTAMINATED FLOWS AND INSTALLATION OF SEDIMENT FENCES ARnUND STOCKPILES, 2• X 2POSTS MUST BE i +pLEMENTED TO PREVENT TURBID DISCHARGES TO SURFACE WATERS. ;SCHEDULE A.7.E.1.(1)) do - 17. BE IESE 1 UD3T MPSTHAT WILL B O PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED TO POLLUTANTS o - FROM SPILLS, NO DISCHARGE OF CONCRETE TRUCK WASH WATER, VEHICLE AND EQUIPMENT CLEANING, �. VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE, OTHER CLEANING AND MAINTENANCE 2 ACTIVITIES, AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND to 13f° OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS. LEFTOVER PAINTS, SOLVENTS, AND GLUES ° COMPACTED NATIVE SOIL FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.E.1.(2)) J 18. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND DISPOSAL. (SCHEDULE A.7.E.111.(2)) ° INTERLOCKED 2" X 2' POSTS 19. SOLID WASTE AND HAZAIDOUS MATERIALS MANAGEMENT. FOLLOW PROJECT WRITTEN SPILL PREVENTION AND O ° AND ATTACH RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES; REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY; AND MATERIAL DELIVERY AND STORAGE p ° CONTROLS, TRAINING AND SIGNAGE, MATERIAL USE, COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. ° e TOP VIEW SIDE VIEW (SCHEDULE A.7.E.111(3)) J 20. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE P �C, WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING (Y 3 SEAT r'G �C CONSTRUCTION AND MEET ALL STATE AND FEDERAL REGULATIONS AND APPROVALS. (SCHEDULE A.7.E.111.(4)) Q NOTMlLO/ILa 21. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. TO DURING THE CONSTRUCTION PERIOD, THESE MEASURES MUST BE UPGRADED AS NEEDED TO COMPLY WITH m ° ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. CHANGES t5 1> TO THE ESCP MUST ALSO BE SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ OR ITS AGENT FOR 0 p APPROVAL. (SCHEDULE A.7.F.) 22. SIGNIFICANT AMOUNTS OF SEDIMENT. WHICH LEAVES THE SITE, MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE 1 CATCH BASIN SERT BAG 23. VVACUUUMI G OR DRYr SWEEPING MUST T BQEUIUSEDnTOE CLEAN-UP UP RELEASED SEDIMENT NAND MUST NOT BE p NOT MDCJIL� INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES. (SCHEDULE A.7.F.1.(2)) 24. THE APPLICATION RATE OF FERTILIZERS USED TO REES',.BLISH VEGETATION 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.L(3)) 25. SEDIMENT MUST BE REMOVED FROM BEHIND A SEDIMENT FENCE WHEN IT HAS REACHED A HEIGHT OF 1/3 THE HEIGHT OF THE FENCE ABOVEGROUND AND BEFORE FENCE REMOVAL. (SCHEDULE A.7.F.11.(1)) 26. SEDIMENT MUST BE REMOVED FROM BEHIND BIO BAGS AND OTHER BARRIERS IT HAS REACHED A HEIGHT OF TWO (2) INCHES AND BEFORE BMP REMOVAL. (SCHEDULE A.7.17.11.(2)) 27. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP OR CATCH BASINS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY (50)% AND AT COMPLETION OF PROJECT. (SCHEDULE A.7.F.11.(3) do (4)) 28. DEQ MUST APPROVE OF ANY TREATMENT SYSTEM AND OPLk,%TTONAL 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 C TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD. (SCHEDULE A.8.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 WIND EROSION UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.B.B.) NX MAW=M¢1K nOaMMIM OF 31. DAILY INSPECTIONS WHEN RAINFALL AND RUNOFF OCCURS OF THE BMPS AND DISCHARGE OUTFALLS MUST BE �TJL MM,No � L�MMM THE PROJECT ESOP INSPECTOR. THESE INSPECTIONS AND OBSERVATIONS MUST BE RECORDED IN A LOG N Nff NAME OWT Mnm n[Pat VMMIN THAT IS AVAILABLE ON SITE. (SCHEDULE A.6.B.I.) do (SCHEDULE B.1.8(1)) ,M Dowin�T.M. RPM 32. BMPS MUST BE INSPECTED BEFORE-", DURING, AND AFTER SIGNIFICANT STORM EVENTS. (SCHEDULE A.7.F.) ' 33. ALL ESCP CONTROLS AND PRACTICES MUST BE INSPECTED VISUALLY ONCE TO ENSURE THAT BMPS ARE IN DATE: Mavl8,2o07- WORKING ORDER PRIOR TO THE SITE BECOMING INACTIVE OR IN ANTICIPATION OF SITE INACCESSIBILITY AND ME NAME: C4.I.dwa _ i MUST BE INSPECTED VISUALLY ONCE EVERY TWO (2) WEEKS DURING INACTIVE PERIODS GREATER THAN SEVEN DRAWN BY: SAD (7) CONSECUTIVE CALENDAR DAYS. (SCHEDULE BA.B.(2)-(3)) CHK'DBY: KIK _ 34. IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR SHF.FT DOWNSTREAM LOCATION DURING PERIODS WHICH TIRE SITE IS INACCESSIBLE DUE: TO INCLEMENT WEATHER. (SCHEDULE 8.1.8.(4)) C4 ,01 S 1 Permit Submittal - May 2007 No.: of 13 6373 : ,. .. 1'^`i:.. _ .. ... .. . .n.k:41AwINY1�.feTY.•...._..-,1. ^g��M�'./.:, ,T«'%an:..n.:ueaw.aer!�,7lraa w!5q,.we+7in..,v iwP „�,�r.�- ,_,an..rw.°e;E• ,{ra, .g;., w•;nr1!r+,n se�ypM'1,7':��"•.,.,,.pyA'1�1M}WIA�^l�'�"+t�"'"t+M.T►M:"�`"yA,•'t�+'yM7:..''yp"ti-n„ /_ , • �t:qh, a.+.ur•n„N,,, amerwe - _", „ ..'^" .:..,,.�..., ="',n .. pro .• C1�T I r T t(r rl I� I T� Thr i �� I�T I I f 04 n° 110,M .;. .46,E.ai1,A,�.r..:...,.,,..,,,,F �..u...n,...:.--.-,u•........,...!*..w....'s....r._..:r.Wa► ...n�,.wr...,i»w.r,,....,trraf.,,....., . +�+.�,.r... ...•....+..--_ ..rr.�,.....,..,.r.,,w„ ,.....,.-ter,.. .. a �y. Y {f r r•�:i i :5y � IL r• 170 t 65 S \rll 00.22'00 W� ,C _ .1 �..._�- zt-"; LEGEND \ < I • � 177 4• - - _- 8LH J r 0 'F •175 � -`- -tEXISTING CONTOUR 1 FOOT INTER AAS0/'+ M ; Pr g 24"D; EXISTING CONTOUR - 5 FOOT INTERNALS AL •• 1\ \ \ \ \ \` t 7G 6 7.2• 177.3 �.. TREE PROTECTION FENCING \� 7-7 1, b NG, 027 LP\ ` NG 1 I i. N 89'26'1b•F 76.88' ` - - - -- ---- - _ \ % 8 �( G ? , v, � _ _ 178.5 ta0.4� • N1 ? ! I 1 E6.• 16 91 (� I \` LP ^tl 175.76 G XTHUU CUR / I 177.a8 1 N- ►. 70.4 t 79. 0 - = ,.s c, B'`'s>s / �t a?,•zc`�F"r lo9`.2a'Jy' �$ � I 175.79 S gP'4COC"t i�0.00' ` ` 1%4}15 01%5.07 75.48 G ^, I •++ / AC i t 1\\ y r 175.75• �r l - .i "�• • ;r'.: ` R .� . eo / /\ h / !77.24• ` . 17).19 26 5 d '.04.31' „� �- A`-+4� 5�`'Gp• :i, / O ( ^ ' _ - �-1 t, I r.• ° - 1 ,v 171.2 ( i \` / %9�2 G 180.18 \ \C o AN 7 ` i 7,.54 C - � ' 1 % 11'79.11 G TREE PLAN i - _ S �' )NCFE1'E ilgEWi.LK h• TRU NG `I " 79-4.,3" r i 172.( L_ ._.. _ _.._ _.i _r _ + � \ c t I� 8 LP I b CM !7 N5 PROJECT ARBORIST: 1� 16.4 - r'� . - 1 i John h Joh 0 S 180.86 Consulting Arborist ;9 ;5• d Arborist NWE1877 � ,\ ISA Certified 3 - •) r s 86 G s TREE NOTES: r 14 ,e0.59 p w t11o.e� 1. INSTALL ORANGE CONSTRUCTION FENCE AROUND EACH OF THE TREES TO BE ' SAVED. IN THE GASES OF TREES NUMBERS 15 AND 23, THESE FENCES CAN f % BE CLOSER THAN IS NORMALLY RECOMMENDED,F'Arar E MENDED, AND THE JOINING TO 170. G a r s e , 1 ! �XISTING FENCES AS 1 � . , _ i � r SHOWN. 175.U r eo 7r• I I I;' } 1a1.z5 2. REFER TO ACCOMPANYING TREE REPORT FOR DESCRIPTION OF NUMBERED i7 t ' t8 4r, - I TREES. \ .so 180.33 ; , J� 5 _ /2S 3. TREES NOTED GRAPHICALLY ON THE SURVEY BASE BUV WITHOUT REFERENCE I 4C g0 a., . NUMBERS ARE LESS THAN 10". 4 O : -- i I { i I NG I I j i FF 178.28 y i 71.37 V 1 t_ .11� FF---f93.60 to Ln i 175.a• -- �' d I °'I __-----... 180.9 i• ,` � Q I v 1 n /� i•JL4. r 182.48 o NG I m 181.09• 181.34 LL" _t 7L`.91 W t _ 17S.P• •_ • 183.07 z w- } - .00 617P , J p ! __....-.. 7Cr.66 I O� li I• i i i -so>k t 0. LU 05 073.97 I / 178.28 B 1 •28 TW 182, TC •" a 73.86 G \ t7 j '3 - e C I, •, I a 1_71. G f TRF 178.27 f� 170.77 G 71. --� N` TC 1 I 174.? ` 4A3i'4 :dl • 181,7rr %� 173.7,• _ 82. TC 170.73• I • 1 i 181.69 7 f 81. 7 G 6A 1 r3 I lei' Q12 �,� � �` ,A ,t•", �°� !sus I} 1 I I I I I I I _• O i J L 17 I c • i Iv 59 I O O111 184.'59 ... � .( �; . yH tr•=.h '�,1 ., I : 182.73 ,ff �',• t I ,l'•,r ,�A, --~ � -'�', FF 178.28 FF=183.30 ,ii 182.e482 22 G I 6b I� M TNESf OAAN1148 AAE ME FWPUM OF b I T.K NMLV CORSULT1119 Emamm NG • ,ti>.•. N ANY YV4�11 f,IfJ1PT NM ME PIl�EII AID AR WT M E usm QI IEP110D m `/ ' •ro WtTTM PEWASIM OF T.Y. R114gy �l l�. 1111 WG� I �� `.T is 10 fw , / ,` . �0 N1 // % II I�' OLVl�TA4C rJlvEf!!S NG 1 1 \ 3 - 1 2' 18_3rwL�7 DA)"F. h-eMn er 14.2006 j: FIDE NAME:j(I 1 • J� DRAWN BY: SAD 167.1 ' �. 0 i 7 180.0 is"- 91�- T=--- TR��-.__:�_.q tti}.4 r ! r 12 �-�118 78 t, 1 7 1q teo.o y � _s _ 1gr,o _._ - r Knc 185.! 7b O r w~_ 1 • I •183.C.. . 183.`_ CHK D BY: i \- 116 � ' I G.9 . �21 .Ii1f 9 '� r1, 182`„r 1Pi _._____.........- '"p 183.0 • 1!14 a �r • lA','� •� • J SNEET 1119 17 0 • 7..1 NC •,. � - � c i '.r R X120 I 1/• G+4r1-i- ie1.A' taz M22 ,� /� 23 \ NO it q.61 TIN. 66,bs �'h 114 T..::_s ' . !81.2 �'�7 �.. ..•.. �• 179.1 . Aq. Ij f T160 I \.- - ^4) ' -•„•. •`�`•• (• .`•' ,h � y":' 124_S --' ! i Design Review Re-Re-Submittal - December :0% rRo,e�-r oF3 Ai9t s U73 ►...+^' rt $ / 1 • ` -ewRnMe�rre.ae+nerre. .rn.....r...,.,,,.w....,.-»+..,.,...+.+.•.-„w....�•rr".eylal�sr'_ �' . to Ti jr�I'I 1+I isPr�rwr,..o....w.a.ti.u.�s.w.+,,.h..u+.r..wwrrl�Y1/rrw.. .. .. .....�..... .. .++rrr..e••`+at".,..,,.ort_ww.lwwNy+:+i•rcw+....dC....Aw►•: .. ,,..,,., i 't•t...v.IncV. ....•„Q,u••,,,...,",••,•.w..•.cr•--...w+w�.....wry.......-...a..•...w+..ae..+,.�.,..+.rw..r. .. ,. l •.+aw•at»wu.:ns.r... r..•.•r,,.n,..•r•rrl••sn"w - •rnnr+.w-•,r•••,..,rww•+•.....-e•..x.»,ww•-.uw...,.,.e N r 'r f *c; 1V. m.. K llp 1'. ...tiF3n t K'- �Yak t• Ir 5• OKAY TO DRAIN TOWARD TREE 3 WITH MULCH LAYER a > O4 .l3, r I W � -z . � ,t � •�` ,` Irl .• ♦ F. r►/ C� Fit Road Mix �w 39.5' FIR (kotextile 1 � r .• APPROX. 45' DIA - 22.5' RADIALLY Aeration TO DRIP UNE Layer - -moi" �+.,� ••�•'==.:•�t•�•li�••••° •• • ..• j .• t z_,�a: • •=:.-;:;: +`�' •::: :•: - Geo actik toy. Air '�• r' UndiaturbW a o .- . Soil o �r DRIP DUNE IL 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 GRA%'Et- ARE PLACED ON THE GEOTEXTILE AND COVEREV WITH GEOTEXTILE FABRIC. THE AERATION TUBING LOOPS CAN BE 2m (6 ff) APART SINCE THE GRAVEL AIDS GAS EXCHANGE. EACH END OF THE TUBING IS ATTACHED TO A METAL RISER (STANDPIPE) NTH pi PROTECTED TOP POINTING INTO ONE OF THE TWO PREVAILING WIND DIRECTIONS (N,E). DETAIL FROM "ARBORICULTURE; THE INTEGRATED CARE OF TREES, SHRUBS, VINES IN THE LANDSCAPE." co RICHARD HARRIS, 2ND ED. 1992. c Q ACz I / I W W I 71 180.0 =-��83.0 178. 1 1 -� I : , . _ �Q3 ' 82.9 .= A ;, , % .�.il / • 18 .4 O j pp• 9p 179. ,.�r. --% ,., _ ''_ -- �, - :r • 182 1 r, V� t 00 �i _ 1U1 .i 181 .2 9.4 J • �_-�� —Y___•-_. '"_-_- mat:MAW=AM ME PIM M9M or 8 4. Mur m BE urn ON IlcrMtlollon M AMY M~EIM•)'l MIN llt PWM MITTEN POUR" OF i,M. klpPEtl DATE: Noveenball�,200ti ��i ��` F".NAMFI: TIAdwit NEIGHBORING TREE — \pit DRAWN BY: SAD — RISERS (TYP) NO INVENTORY. APPROX. h35" NBY.FZr ip a, t Tto. l / �l3 _Design Review Re-Re-Submittal - December 2000 moiF T N, 1x, www�w•� ISM � ��' a .-:� � � ... .... ,. "' w+we+e.+a.w.... ,... .. -.. .. .: ...t by. ..i.b" '+•,0•:..cu_ ....-..�.Iw..7o..»,r k...r.�.Y, �„'+`:%.ti'tENiNya+ i 'w• ,�p r' .'nrs.,.w"•:: aM.MwayaG - : " t`++.�+., ,.r.. +'A++'MI�11 .,;..._ a x:,w r•.,� a �.rn"r..sv-� ... ,,tt;-... :•wx.. � llrl .i�i ► I 'I 1111111 F1 rrj A1 l 11 a uv., I .M:.*•.r.,r.....r.'.ra....irs.�,..r.r.r.�..-___-__..-_...,,,.,.TMwr..�n+rtr�•r•.•.ase,..•r wr..,.,..r.-.....m. ,.., .-._ .....� .wre-.+......-._.r....��.__ _ ,s...^ .....-. ..:.�...,..........____...,.6 .....w+-. ;.wlYr.•+.•-w�•..w.....w..a.-.+'rr•�w...w."�.r•.k r� , 1�� n-. �rr^..r+'rw��r•°wr+nw°.r.r._,.w.......r....,,-,.»•�....,m. .�:,.,r. r �` a �gyr�.w. cr .wl�w�.�'•ww.r....-..-4sMrlY.mv.w.,.-....a�a.c.+�•.r+r...."a.u..ew.w.. r,. ...�r.�..�.:�....A..wea o•__ .•. � ,R: :..+wM..._._,:r...u...w• .... .1,.'w:.,,,. -7:�,.-n,W. a+"1'�..?w� ... �+rlww-.._•aw_.r-...e+. or..+�_��w..-a_ewn�r.ww.n's•"'r...w.x raa"r.. - ..•w.«, - +YY"" ...o.�w••+.».•-_.arm.,�.�.,a•aan...:-,'.�'.!.fNt'w..IrY�Y ui • t� 'i MILDREN DESIGN GROUP,P.C. ARCHITECTURE - SPACE PLANNING 76.50 S.W. Beveland, Suite 120 Tigard,Oregon 97223-8692 Voice: 503--244-0552 ax: 503-244-0417 0 O 0 O O 0 0 0 0 O O O O0 40 In U, 0 LEGEND + ==. - J_ 1ST ;per A0 Acer paimatum 'Katsura' - Katsura Japanese Maple 410 /01 8-10B&B, Well branched, Single Stem um 'Km�ick�' K R 111,14 P-MICHRAEL(YBRIEN W( _i=;edMHeaded at 6' 3-��, ,rB=B, 11 r 01 Cercidiphyllum japonicum - Katsura Tree IN 2" cal., B&B, Well branched, Headed at 6' 4Pp Calocedrus decurrens - Incense Cedar 8' B&B, Full trees, Branched to ground Acer circinatum - Vine Maple 19 '19 10' B&B, Full trees, 3 stem min. at base + Exisbng Trees to Remain W Existing Trees to Be Removed jr-• T Viburnui.. ,. t. 'Mariesii' - Doublefile Viburnum gal. cont., Fuiplants, Spaceasshown Salix purpurea nana - Dwarf Purpleosier Willow Owner: 2 gal. cort., Full plants, Space as shown PACA QD Viburnum davidii - David Vibumuni 3 gal. cont., Full plants, Space as shown Properties, LLC Rhododendron 'Taurus' - Rhododendron 30" B&B, Full plants, Space as shown Fuchsia magellanica, Hardy Fuchsia 6600 SW Bonita Rd 3 gal. cont., Full plants, Space as shown Tigard,Oregon 97224 (I>-- Kalmia latifblia 'Olympic Fire' - Mountain Laurel 3 gal. cont., Full plants, Space as shown ?0I Myrica calif6rnica - Pacific Waxmyrtle 3 gal. cont., Full plants, Space vs shown Project. Q-- Ribes sanguineum "King Edward Vll' - Red Currant Paul Schatz • 3 gal. cont., Full plants, Space as shown Furniture - GI----- Mahonia 'Compacta' - Compact Oregon Grape 2 gal. cont., Full plants, Space as shown Thomasville El Arctostaphyllos uva-ursi 'Massachussetts' - Kinnickinnick - ————— —- 1 gal. cont., Full plants, 24" O.C. 6600& 6650 SW Bonita Rd Tigard,Oregon 97224 A LAKWO Pachysandra terminalis - Japanese Pachysandra -4 1 gal. cont., Full plants, 24" o.c. Non-irrigated Flowering Fieldgrass LL • 1—* - -a— Sheet Title: NOTES.- Planting 1. All new landscape areas to be irrigated by a fully Loonm automatic underground irrigation system. Plan KEY NOTES: L__ �;� _ O Existing ground cover plantings to remain. Plant new trees and shrubs as shown on plan. - =-' O Existing trees and shrubs to remain, remove existing ground cover. Plant new ground cover as shown on plan. N Revisiom 1. 13 July 2007 Value Engineering A X `�- / + + MILDREN DESIGN GROUP, P.C., 2007, All RIGHTS RESERVED 0 THESE DRAWINGS ARE THE PROPERTY OF MILDREN DESIGN GROUP, P C-, AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PEPUISSION OF MILDREN DESIGN GROUP, PC, Date. 13 July 2007 Drawn by: Chocked by: ASUMEO MEO Planting Plan Job_NumWr.— 106051 =M Sheet Of ib 20 40 Permit Submittal - May 2007 L1 . 1 6 ka,so low I M1111111r,1111 it-W f ,A 'r �i rr i MILDREN DESIGN GROUP,PC. AkCHUMTURE • SPACE PLANNING 76,50 S.W. Beveland,Suite 120 NOTES: 'Tigard,Oregon 97223-8692 I I. LOCATION OF QUICK COUPLER FINISH GRADE IN LAWN Fax: 503-244-0417 WITHIN VALVE BOX IS SHOWN FOR Voice: 503-244-0552 CLARIFf';ATION ONLY. INSTALL SPECIFIED VALVE BOX WITH GREEN LOCKING OFF-W(FROM MAINLINE. LID o • NOTES: 3'MIN. FROM EDGE OF TRENCH,PAVING OR 2. EXACT FITTING REQUIREMENTS, _ LINE SIZE GATE VALVE FOOTING COMPONENT SHWES AND ------ IF POSSIBLE LOCATE QUICK COUPLER WITH ... 1. CONTRACTOR SHALL SEQUENCE MAY DIFFER FROM VALVE IN BOX INSTALL ASSEMBLY PER DETAIL - PLACE LID 1'ABOVE FINISHED GRADE REPAIR TRENCH SETTLEMENT THAT SHOWN. i AND ATTACH WITH 112'•GALV. PIPE X Y IN PLANT BEDS su aw Alar.hkWA *m s AND RESTORE FINISH GRADES. FINISH GRADE LONG-ATTACH TO RISER WITH TWO S.S. .a oream orm IRRIGATION BANDS PLACE LID FLUSH WITH FINISHED PH:aoa.zrs,w _ - GRADE IN LAWN AREAS ._ UNDIuTURBED 3UBGRADE OR '=i TOPOF BARK MULCH - '� • COMPACTED FILL �- I I I- - 10'ROUND VALVE BOX I 1STF 18'COIL OF VANE SPECIFIED AUTO.VALVE — SPECIFIED QUICK COUPLING VALVE _2. ... r 4'X 8"X 16"CONCRETE BLOCK,4 REQ'D N I r644 MOU 7ED 3/4 A80VE DIRT GRADE BACKFILL,PER SPECS 1- — SCHER 80 P.V.C. NIPPLE 314'X 8"MIN. 16 � — � _ I_�_ (.IJ4 I `; MICHAEL crM04 /\\,�� n `�--LATERAL LINE LATERAL PIPE --- SCHED.40 P.V.C. STREET ELy��+/ °1' ;' 44 -- - — \ \ - — 6"MIN 314 ROUND WASHED GRAVEL SCHED.40 P.V.C.T X T 90 DEG. ELAll �0� � UNION,EACH SIDE OF VALVE �`-- ----- SCHED.80 P.V.C.NIPPLE,314'X 8•MIN. p� MAINLINE MAINLINE SCHED.40 CROSS OR TEE 1 - MAINLINE SCHED.40 P.V.C.STREET EL COMMON AND CONTROL WIRE �-- -- SCHED.40 ELBOW OR TEE 1 TRENCHING IN PLANTING AREA _ 2 CONTROL VALVE ASSEMBLY _ �3QUICK COUPLER VALVE �-2SCAM: 1/2'=1'0 SECTION �-2SCALE: 1' = 1'-0' SECTION L1.2 SCALE: 1'= 1'-0' SECTION 8"MIN. I TOP OF PAVING OR CURB IrEGEND li POP-i;P ASSEMBLY 1• AUTOMATIC CONTROLLER WITH Owner. LOCKING ACCESS DOOR. Paul 1'MIN , FINISHED GRADE p 2. 7 DIA P.V.C. CONDUIT FOR (1)ALL GROUND COVER S.XL BE 39MAX / C1 COMMON AND CONTROL WIRES TO PLANTED AT EQUAL TRIANGULAR _ �--� 5'BEYOND EDGE OF BUILDING. SPACING AS NOTED ON PLANTING Schatz ' 3. CONDUIT FOR 120 VOLT PLAN. I ELECTRICAL SERVICE WITH ° JUNCTION BOX — • POLY ELBOW 4. BUILDING WALL. / (2)LOCATE GROUND COVER ONE ♦ : 5. BUILDING FLOOR. HALF OF SPECIFIED SPACING 6600 SW Bonita Rd 6. FINISHED LRADE. DISTANCE FROM ANY CURB, Tggard,Omen 97224 7. SWEEP /--SWING PIPE(POLY PIPE 4'MAX. LENTH) � � ' CONDUIT.L ON ALL ELECTRICAL SIQz1MAL1(,OR OTHER HARD >h, � SURFACE, UNLESS OTHERWISE vv DIRECTED. _ NOTES MARLEX STREET ELBOW • • ' ' . ALL WIRES TffE INSTALLED AS z °•'~ _ PER LOCAL CODE. SCHEDULE 40 TEE OR ELPO:".' � .m r^ — -� B. VERIFY LOCATION PRIOR TO EQUAL Project - So LATERAL °° INSTALLATION. Paul C. INSTALL' CONTROLLER PER UFACIURER'S INSTRUCTIONS. Schatz Furniture K'4"*)iSPRAY HEAD - FLEXPIPE ASSEMBLY 5 W&L-MOUNT CONTROLLER _ 6 GROUNDCOVER PLANTING 6600 SW Bonita Rd Tigard,Oregon 97224 L1.2 SCALE;3•=1'-0' SECTION :.1.2 SC.gLE: I' = 1'-0' SECTICYN L1.2 SCALE: 112"=1'-0' PLw`: Shea Title: .#ASPECIFIED TREE Planting and �— SET CROWN OF ROOTBALL 1"ABOVE FINISH (3)7 DIAM. STAKES,AS SPECIFIED. ^i1RADE '1 ATTACH TO TREE WITH 'CINCH TIES" Irrigation NAIL g ion TO STAKE. STAKING PLAN °p REMOVE BURLAP FROM TOP 1/3 Or -2 � SET CROWN OF ROOTBALL Al'FINISH � '� r_ SPECIFIED TREE Details ROOTBALL �-- GRADE ►, /� REMOVE BURLAP FRCW TOP 1/3 OF (3)STAKES,AS SPECIFIED.ATTACH TO TREE WITH 2'BARK MULCH -- --- ROOTBALL AFTER STAKING 'CINCH TIES,"NAIL TO STAKE. FINISH GRADE BARK MULCH-2'DEPTH --- SET CROWN OF ROOTBALL AT 2'ABOVE FINISHED GRADE :�' ", •' ":` ` STAKING PLAN o SCARIFY SIDES AND BOTTOM BARK MULCH CIRCLE SHALL EXTEND 6'BEYOND REMOVE BURLAP FROM TOR 1/3 OF ROOTBALL TREE STAKES IN TURF AREAS 1�j AFTER STAKING BACKFILL SOIL MIXTURE FINISH GRADE i— MULCH-2"DEPTH NATIVE SOIL BACKFILL SOIL MIXTURE - MULCH CIRCLE SHALL EXTEND 6"BEYOND TREE Re"isbr� NATIVE SOIL ti - STAKES IN TURF AREAS tai �d:. ROOTBALL STAKES SHALL EXTEND MINIMUM OF `" FINISHED GRADE ROOTBALL.DIA DIA.PLUS 24' THREE FEET INTO UNDISTURBED SOIL +/-24 SCARIFY - N BACKFILL SOIL MIXTURE SIDES d STAIN TREK':STAKES AS SPECIFIED ROOTBALL UNI7ISTuMED NATIVE SOIL BOTTOM DIA PLUS STAKES SHALL EXPEND MINIMUM OF THREE FEET 24'SLARIFY INTO UNDISTURBED SOIL SIDES& STAIN TREE STAKES AS SPECIFIED BOTTOM 7 SHRUB PLANTING 8 DECIDUOUS TREE PLANTING9 CONIFEROUS TREE PLANTING = L1.2 SCALE: = 1'-0" SECTION L1.2 SCALE: 1l4"= 1'-0" SECTION ImIv°"�"R -C. 2007. � Al:,:: L1,2 SCALE: 1/? Nr SECTION � THE= ORAMNOS ARE TME PROPERTY OF FIRDREN DESIGN GiOUP, P.C.. AND ARE NOT TO QE uSEO OR FKPRODUCED IN ANY MANNER, F'XCEPT WITH THE PRIOR WRITTEN PERMISSI0.1 OF MIIOREp! DESIGN OROUP• P C. Datc: —, 18 May 2007 Drawn by: Checked by: HSWMEO MEO JoL Murnber. 1060,51 Sh oet 12— = 13 so Permit Sufmattal - May 2W7 L 1.2 .. � we.+•w►+-ww.v,,.,..s�!n+rnwm^►'`y •" y ^' R' cn .- .ryf�$ 111fg-1111jj1j1MT�jTpj1 1 f .. .. ,. ....:•..'hT1EUc.,„•21M11'1tF+1'!dt'.c i'P"' ,►qL _ .. _.. .w.. ..,. ...n ....,,,............ ..+ .rtstw.xwrt'M4�':JAA�a.^.v.w.w<!v.rc[,. K . 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PARKING OVERHANG AT CURB, TYPICAL BROOM FINISH ANC111TECTUKE • SPACE PLANNING h Z 8 8. ACCESSIBLE PARKING STALL TAMPED SLIP RESISTANT PATTERN (NET. 7. ACCESSIBLE AISLE 7650 S.W. Beveland,Suite 120 PATTERN SHOWN) PER IBC SEC 1109.6.3 1 8. CONCRETE STAIR Tigard,Oregon 97223-8692 /-4- CURB LEVEL WITH SURFACE 6` 7" 9. PIPE GUARDRAIL, PAINTED Voice: 503-244-0552 10. PIPE HANDRAIL, PAINTED --- - - -- - OF ADJACENT SIDEWALK C. S'-0" - ------- -'- - --'- �-_ACCESSIBL - '� - 11. ALIGKNON BOX, RECESSED AT CMU Fax: 503-244-0417 12. ALIGN WALX WITH FACE OF MASONRY RAMP 13. BITUMINOUS EXPANSION JOINT, TYPICAL 1 _11• 7 1-P.-ADS AT 11" 18 9 -- CCESSIBLE SIGNAGE WITH DETECTABLE WARNING _ 14. CONTROL JOINT, TYPICAL -- PER STATE 15. EXISTING BUILDING + 19) 10 16. METAL CANOPY, ABOVE - SEE STRUCTURAL REQUIREMENTS 2 ---CONCRETE RAMP FLUSH 7" 3J" 1a. RETURN HANDRAIL TOGUARDRAIL 11 . _ " PAINT STRIPE WITH ASPHALT 19. RETURN HANDRAIL TO SLAB AL2 cr 30' TYP. 3` WIDE PAINT STRIPE M ACCESSIBLE SYMBOL, 4" PAINT STRIPES e . TYPICAL 15 PAINTED PER AT 2t-0" 0/C TYPICAL i� 86• STATE REQUIREMENTS F1 1:t 8 19 NOTES: 5 1. ALL ACCESSIBLE STRIPINGMO AND SIGNAGE TO COMPL town WITH ORDINANCE _ _ __: 7 _ ORS 447.233. `--PAVING-_-. 1 1 2. ACCESSIBLE SIGN TO BE ALK AND CURB -WALK EVEN WITH V STAMPED TACTILE WARNING EVEN WITH PAVING TOP OF CURB • ♦ / MOUNTED TO SIDE FOR PATTERN (NET PA7 ERN EN Stair Plan VAN ACCESS LOCATIONS SHOWN AT THROAT OF RAMP ALJ: AND CURB r )4.M.11-0. AND MAY BE CENTERED FER IBC SEC 1103. .4.7 SLOPING 4` 10 5 FOR STANDARD ACCESSIBLE ,R 9t-0" 6•-0" STD. TYP. 6,--0�� 6�-Ota C-09' • • \ \ _ SPA^ES. TYPICAL 8 -0 AT VAN 3, AHITE STRIPING PREFERRED 8'-0" AT VAN • ACCESSIBLE LOCATIONS BLUE BACKGROUND AND BLOF 3 Accessible Parkipg Stall PAINTED CURB OPTIONAL a Accessible Sidewalk Ramp r5 International Accessible Symbol - - - - - - -- - - - -- - - 1 15b4'-�° �- A1. 15o6-r2 i5b2-u r SEE SITE PIAN It _ TOOLED 1 STEEL TROWELED • 4 EDGE 2X CROSS SLOPE 1 " DGE, TYPICAL " • I `J" CONCRETE SLAB 6 6" SEE SITE PLAN • I .090" ALUMINUM SIGN PLATE • �' ' �' •� � WITHCONTROL JOINTS AT St-0" OC " TOOLED JOINT .C.�. BLUE REFLECTIVE SHEETING 1 RADIUS � '- - - - - -- - - - • r �• 4 CONCRETE WALK II HIGH WH1'iE REFLECTIVE 4` CRUSHED ROCK 14 ,� LETTERS AND BORDER, BAKED BASE 27L SLOPE 2 ENAMEL SECTION HANDICAP SYMBOL WHITE BROOM FINISH 2" SAND OR )(--0- WITH ("-0`WITH BLUE BACKGROUND SEE SITE PLAN L SEE 511E PLAN COARSE AGGREGATE • I 5 I '" * r VWACCEM VANACCESSIBLE SIGN WHERE o CAST SIDEWA PLACE CURBNa - - • I I ve PAVING SECTION a NOTE: GALVANIZED STEEL POST + CONCRETE TO HAVE STRENGTH OF 3,000 PSI IN 28 DAYS, 2" TO 4" SLUMP EXISTING CONCRETE Owner: 16 + PROVIDE EXPANSION JOINTS O 20'-0" O.C. ALIGN CURB AND WALK JOINTS. TILT WALL PANEL-----\ 12 4 • PROVIDE CONTROL JOINTS IN WALK O 5t-0" O.C. � PACA III � - - 12 a Properties, LLC tl e Monolithic Curb and Sidewalk A1.2 T- RETURN HANDRAIL TO ♦vX0Zfr__05__ " " GUARDRAIL 11505 1'-11" 6 -5 (7 TREADS AT 11 ) 1�_0" 5'-0` • I I II • I PLAN CONTROL JOINTS •a ( I (TOOLED) EXPANSION JOINT 6600 SW Bonita Rd 16 I I I NOTE: CONCRETE SHALL BE 3000 AT 20t-0" O.C. Tigard Oregon 97224 PSI AT 28 II U MIX, SLUMPDAYS. 6 SACK I /2" TO 3" 1h'0 PIPE RAILING,3" STEEL TROWELED PAINTED EDGE, TYPICAL II �i� RETAINING WALL. AT ° 8 Accessible Parking S na e' T cal Sidewalk STAIR, MATCH SLOPE 15b3_Oar �•Z 151 cale ----- SEE CIVIL FOR PAVING SECTION OF STAIR 0PACE OF 6" ' • I II 13 AND BASE COURSE RETAINING WALL, COORDINATE HE • I CURB -- }{1" SLOPE TO FRONT WITH CML � Project: - - _ 1 Paul Schatz L - ° Furniture - /� I I o •:�N• e .a EMBED 6", GROUT SOLID,TYPICAL u • 2 Q 11 I BASE COURSE a LANDING a Retail 6UN. 6 �' p �_^" • •- 0 -1/2" EXPANSION JOINT Building • - - - -- - - - - -- - - -- -- 1 MAX. SEE CIVIL FOR PAVING < 04 I al 6670 SW Bonita Rd ' • SECTION AND BASE • " Tigard,Oregon 97224 COURSENOT 1100 1. C NCRETE TO HAVE A BREAKING STRENGTH OF 3000 PSI AFTER 28 DAYS •� a 6 -- 2. EXPANSION JOINTS TO BE PROVIDED: dico A. AT EACH POINT OF TANGENCY OF THE CURB I • i TYPICAL II 4 c I17 B. AT EACH COLD JOINTLLJ .a • C. AT EACH SIDE OF INLET STRUCTURES °D N LANDING • . CONCRETE STAIRS ;o I D. AT EACH END OF DRIVEWAYS x E. AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET ;� a e diSheet Title • I I I 3. CONTRACTION JOINTS: �• e • • Enlarged Site A. SPACING TO BE NOT MORE THAN 15 FEET • I B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1}J" u / 4. BASE ROCK TO BE 2" OR )(" COMPACTED TO 95S OF AASHTO T-99 AND SHALL n • Plans and BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN DEPTH, WHICHEVER IS GREATER • .a „ Detail.' I I 9 Extruded Curb Section to Cast-in-Place Curb in Concrete Stair Section • -1 -0 �• 1504 1509 1 5d2b-rl5 II I 1 X:"4 PIPE • 7 GUARDRAIL, • I 4 Oj I PAINTED 1 Y2*0 PIPE HANDRAIL, PAINTED - -_ •- 4� •- Revisicxlx F • A1.2 I O I IF I IMLOM reC1 - RRMI»R>RIIVED O ' P.0., 2007, ALL THM ORAW04 ARE THE rROPaTY or MRD"OEM 0lIOVP,P.0., IVO AM • I I A1.2 �TO OR OINIGIa M ANY M•��, TW PRIG!WWTEM • I I PEIMR•p011 Ot MILORFN FIVII M1 0#OIA, P.C. 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