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6600 SW BONITA ROAD-4 v. OFFICE COPY MILDREN DESIGN GROUP,P.C. AWHITXTUKE • SPACE PLANNING 7650 S.W. Beveland,Suite 120 'regard,Oregon 97223-8692 DAUL Nuke:503-244-0552 SCHATZ FURNITUREFaz 503-244-0417 MASE TH0"11MASVLLE AG�D9ORDEG=7OoN *NO OCCUPANCY UNDER THIS PERMIT S�Y-°4' -4a "r drn�<<�`'�;,. `'`y TI9� Deferred Submittals WCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL H SUBMITTED AL THE Eye w..,;.7 Otie /y REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM F THE BUILDING OFFICIAL WITH A /'��� NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCU4EN75 MANE Owner: BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL 1 S NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE PACA Properties, LLC BEEN APPROVED BY THE BUILDING OFFICIAL. Y=j 6600 SW BONITA RD. NOTE: SUBMIT SHOP DRAWINGS FOR REVIEW OF DESIGN INTENT COMPLIANCE PRIOR TO FABRICATION OF THE FOLLOWING A�► OI 97124 A. MECHANICAL DESIGN x /� r\�F`O�') 2. ELECTRICAL DESIGN 4AI' 3. PLUMBING DESIGN Fr ^t Contacts: O ARCHITECT: LANDSCAPE ARCHITECT Special Inspections Mildren Design Group, P.C. Viridian Envl-onmentol Design, LLC SEE STRUCTURAL SHEET 51.1 FOR SPECIAL INSPECTION PROGRAM 7630 S.W. BEVELAND STREET 613 S.W. ALDER, MEZZANINES PER 2003 IBC SECTION 109 AND CHAPTER 17. SUPE 120 PORTLAND, OREGON 97205 PORf:AND, OREGON 9722) VOICE: 503-222-IVV FAX: 503-222-1853 Structural Observation VOICC: 503-244-0552 FAX: 503-244-0417 CONTACT PERSON; MIKE O'BRIEN GENE MILDR GON`ACT PERSOSEE STRUCTURAL SHEET SLA FOR REQUIRED STRJCTURAL N: EN M08RIEN�VEDLLC.COM OBSERVATIONS. GENE6MDGPC.COM CIVIL ENGINEER/PLANNING/STRUCTURAL ENGINEER. Sheet Index COVER SHEET Ovmer T. M. Rippey Consulting Engineers AGA suRveY - 7850 S.W. BEVELAND STREET SUITE 100 At.? SITE PLAN PACA , QREGON 9721) VOICE: C1.0 GRADING PLAN Properties, LLC VOICE: 503- 443-3900 FAX: 303-443-3700 C2.0 UTILITY PLAN CONTACT PERS,7N: KARL KOROCH (CIVIL) C3.0 DETAILS C')NTACT PERSON. LAMS STOUT (PLANNING) C4.0 EROSION CONTROL PLAN CONTACT PERSON: N'4LPH TURNBAUGH (STRUCTURAL) C4.1 EROSION CONTROL DETAILS T1.0 TREE PLAN TLA TREE PLAN DETAILS 6600 SW Bonita Rd Tigard,Oregon 97224 11.1 PLANTING PUN 11.2 PLANTING AND IRRIGATION DETAILS A1.2 E:LARGED SITE PLAN AND DETAILS A1.3 SITE DETAILS A2J.0 DEMO PUNS A2.1.1 FLOOR PLANS _ A2.1.2 ENLARGED FLOOR PLANS Pro)ect: A2.4.1 ROOF PLAN AJ.1 BUILDING ELEVATIONS Paul Schatz A4.1 WALL SECTIONS A4.2 WALL SECTIONS Furniture A4.3 RAMP AND STAIR SECTIONS A5.' DETAILS Thomasville A5.2 DETAILS A5.3 DETAILS A5.4 DETAILS (IB Code Analysis 51.1 GENERAL NOTES 6600 6 F550 SW Bonita RA _ _ BASED ON THE 2006 INTERNATIONAL BUILDING CODE C) WITH 20✓7 OREGON Location S2.1 FOUNDATION PLAN TIg"Gregor 97224 STRUCTURAL AND SPECIALTY CODE AMENDMENTS WASHINGTON COUNTY TAX MAP: 2S112AO S2.1 ROOF FRAMING PLAN OCCUPANCY AND CONSTRUCTION PER IBC 304/309/371 AND 802 TAX LOT: 1100 S3.7 SECTIONS AND ELEVATIONS ASSUMED OCCUPANCY: BIM/SI (NOTE: NO OCCUPANCY TINDER THIS PERMIT) 54.1 CONCRETE DETAILS CONSTRUCTION TYPE: III-B S5.1 FRAMING DETAILS BUILDING HEIGHT AND AUA PER IBC TABLE 503 ,4 ALLOWABLE AREA: 12,500 SOUARE FEET ALLOWABLE HEIGHT: Z STORIES 4 Sheet Title ACTUAL BUILDING AREA: 39,805 $F Cover Sheet ACTUAL HEIGHT: 2 STORIES PHASE 11 CI'TV C4=TIGAIRO AREA MODIFICATION PER IBC 506 BUILDING ...... ""'� 1, Aa-At+[Atll/100]+[Atle/1 UO] COnllXbnally AD9r(Yiod'.......I............ At-12,5009E 10-300 sprinkled one stay, If-100[(F/P)-0.25](W/3G), F. 980 linea feet. P. 980 lineal OMy Lha w4dlb deecdbed it Net, W-30, If-100[(9B0/98C)-0.25x30/30) . 75, Ao-12,500+[11,500x75/100]+[12,500x300/100] - - - - '� PERMITMp. Aa-12.500+9,375+37,500-59,.T75SF _ _ _ .. Zoning _ _ _ _ - Sea Leber le:1~." ............... . =-RESISTANCE RATIN- REOLR-EMENTe, PER IBC TABLE 601 �r�""�'T' STRUCTURAL FRAME: 0 1 7S, I-P: INDUSTRIAL PAFK _- _= AWWF EXTERIOR BEARING WALLS: Z HRS. EXTERIOR NON-BEARING WALLS: 0 HRS, INTEHIOR NON-BEARING WALLS: 0 HRS. I FLOOR CONSTRUCTION: 0 HRS.EUIL ill BUILDINGrrr a e� p OTECTION THROUGH IS EQUIPPED ACCO WITH WITH SS FIRE PROTECTION SYSTEM AND AUTOMATIC SMOKE DETECTION Bell THROUGHOUT /N ACCORDANCE WITH OSSC 903.3.1.1 ♦ I Nllrso MML&JS OF v,Iwa EGRESS c ♦ I fie B OCCUPANCY; COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0' PER OSSC SECTION 1013.3 8 to Analysis _ _ --- EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0' PER OSSC SECTION 1015.3 - $LTE; EXISTING ARFA I�r 1 YeeO I 1 M OCCUPANCY: COMMON PATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0' PER OSSC SECTION 1013.3 517E AREA - 127,122,84 SF (2,92 ACRES) I EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0' PER OSSC SECTION 1015.) ILWERV1 m AREA EXISTING AREA/ PHASE I AREA/ PAHSE II AREA/ X COVERAGE - SITE l % CDVERAGP 3-0WRAGE X COVERArr ALLOWED BUILDING AREA - 39,629 SF/31.17% 39,832 SF/71.35% 44,596 SF/JS.OBX 51 OCCUPANCY: COMMON {ATH OF EGRESS TRAVEL DISTANCE DOES NOT EXCEED 100'-0' PER OSSC SECTION 1013.3 PAVIND AREA - 39,544 SF/3111% 53,144 SF/41.81X 57,071 SF/44.611% EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 300'-0' PER OSSC SECTION 1015.3 IMPERVIOUS ARFA - 79,173 SF/6x26% 92,998 SF/73.15X 101,629 SF/79.94X 75X/BOX II° ' .' LANneOAPe' EXISTPC AREA/ PHASE I AREA/ PAHSE II AREA/ X COVERAGE X CO SAW 34.1277-RA� X COVERAGE 1 +, •:, EGRESS ILLUMINATION: PER SECTION 1006 LANDSCAPE AREA - I CO SFW 72% S-GlI SF/2063% 25,49w"6E5X REQUIRED MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED A7 ALL TIMES THE [ • w � �S �7 BUILDING IS OCCUPIED. PROVIDE MINIMUM 1 FC ILLUMINATION AT THE FLOOR LEN:L. PR BE.IXl1BE0 I TCI www M M 111mOnT w BULK SALES - MIN. - 39,745.54 ' 1000 - ]973 x 10 - 40 n o sear e.e.xa wa MAX. - J9,713.54 / 1,000 . 39.75 x 2.0 - 80 I / eP* ro M u>m m•bsmXa° N MY EMERGENCY LIGHTING IN THE EVENT OF POWER SU'PI Y FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY a ra 171 x171 n<nlan WTM ILLUMINATE THE PORTION OF THF ICXTERIOR EXIT DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE PHASE II a mex«ami ec DOORWAYS IN BUILDINGS REOUIREG TO HAVE TWO OR MORE EXITS WITH THE EXIT ILLUMINATION SUPPLEMENTED SALES ORIENTED - MIN. - 4,748 / 1,000 - 4,75 x 3,7 - 18 1 I WITH AN EMERGENCY POKER SUPPLY CAPABLE OF PROVIDING POWER FOR A DURATION OF NOT LESS THAN 90 TOTAL - MAX.I . ,4'746 / 1.000 - 4.75 x 6.2 . 30 - / Dale ) IS May 2007 { q MINUTES PER OSSC SECTION 1006.7. MAX. . 110 (PLUS ACCESSIBLE) _ �.. Drawn by: Checked by: g4 EXISTING - 63 STALLS N PHASE 1 - 79 STALLS (S ACCESSIBLE) _ PHASE 11 - 109 STALLS (S ACCESSIBLE) � MRW WEM PHASE I _ 4 BICYCLE PARKING - 14 41,598 / 1,000 . 44.60 X 0.3 - 14 Key Plan BETIDING Job Number: 106051 Vicinity Map (� REMODEL Sheet I Gt ItD Not to Scale Not to Scale � Permit Submittal - May 2007 A0. 1 OFFICE COPY "nil III YI�II� 4wxrl u: I _ I ` ,aj; �_...Y_.._......�,.-......-.-..-.-.--.'•.-'-'._. __-. _ -- -...�..__..-.__ _-_.__..�...._..�.. .r._---' -'� --- - ___>,�....�...._...,T _t_4,._ ,4 'v. x SSW RIM PARKING EASEMENT FOR P If 12p`1p�y�1 14818 ARCEL 2 S PER PARTITION PLAT 2000-020 21aVC 147.!1 SDMH RIM 186.64 6F.GI1INING OF BRIDGE IE 12' 162.60 E) K" SSW RIM 171.S 9 IE 24'CMP 153.06' Wf1AC IE 12'PVC 162. 1 (S) GUARD IE 10:42.13 (NW� 30' WIDE O IE 12'PVC 158.97' SW BONITA ROAD S /Q77 (1A� COS RIM .20 ( 444444 �� IE t 2'PVC t 62.69 IE 15' 183.20 (W) IE 10182. S) ACCESS AND UTILITY EASEMENT ALC PER PARTITION PLAT 2000-020 w' sloN '' �'� LONI CUR6 00 Ac _kb 1blkti oo ', , 1 OV AC ♦�,� •� Ac orCONICURB 1"26 IC AC- AC AC AC AC 162.to .e. •,yl� 10751 ' ♦�� •,,, �a �'� •, ''Jk • aM ,� ,� �3' ,4'v� 175 180 b 185 `C+ `� 19d"' f' �'� ,► ,0 �, ,P, o �1 Lot ��•,62.7 . , 170 CONTOUR INTERVAL 1' •�°` OCTOBER 17, 2003 1g0 , 165 �� � i REVISION. AUGUST 2. 2006 (TOPO TO WEST) �p �•}p �� •uteZ.� • tW.b• - ~ �f� .�� 1.4 tbz.4 "'w 104.0 x x 176.90 -`� ------` ,fid y ;• • . �'` SD`_'" -SD °' ' CH/L ! tees N/00�22'001v �170.4 No 174.1• • 177.1. -�- - \ ,e �°' c No x 175.6 No 177.3• 170 a wV 511.67 G .a' Q� •101.7 `1s O+ 150.46• •1100: •tete � WATER tw r 2 - _ w n7.Y V LF-- M V 130.22 TC SD. ,`! PUMP `- 1+,1.)4 ri i`Of.0 0 � -� � - V- ' Na _�SD� STATION N as•12'55'E ebEc s'DEC SDMH \ 6•DEC -- "170.0 V 177.=• � 4 ►�Itr N N 89'38'00'E 311.00' RMA 159.20 tS'fsl •162.2 S b 11 'E IE 24�VC 153.40 SE) - • ' � " b e'PINE x 3 IE 12�P1�C 153.97 �W 150.13 1C , NO 161.4 %0 ',fr EDGE OF G�� rf!o �? 6 I x SD a 20 6MOM-+► 167.52 0 6 0176.3 �� 160.9• IE 12'PVC 153.95 (N ) 1E 24 QVC 153.26 (NMI) �� , 162 ��_ SIGN OF38'00 1 t 7.00' 4.05 c ►� No 101.7 EP♦� ti1 .� ?'•1,• � 101.0. SDt Sb.~ S� sb a ♦�' `° N 05'26'101E 76.60' SD -��B 1 t 91 G7.05 c 2o' le 175.70 a t wB 100.4 •, 1G •° Pt Ap - t�0 SD 4 170.06 170.43 G Ext11L1oED a,Rs 177.40 0 17956 G °!f AC ♦�y1 SP , •j 10 '4i' N M ta __ �- - 105.01 179.0 CMAH °1 ♦°♦ 162 °4� �? -- --- ^p - N AC �� ^� x 175.70 G 179.41 RMI 159.24 , f AC ♦ ',- 4. 01 ►��- ,� ^ 0 INLET 158.84 Wd ♦•� qG I, I� °M1♦ wV _ _ S W40-00�-�GO'�--- � � 175.07 75.46 G ME 121PVC 154.55 E) �o y� -SS---SS---SS •♦ - 163.73 0 171.75 0- 1 0 IE 41PVC 157.44 ( 156.97 ♦�' 10 !�, ,• SS --SS SS----�_SS - �a1 6'1D�It L5.L8� -'�- - V��" ( AC g ^ �� .♦� I •`,�. •156.36 139.53• ♦°� O 103,72 tC 163.31 103.112 1!0.80 G s ^p� 173.75• 177.24• �e4• ," ,� (' I 179.1 e • 1W.30 •161.72 4 �' 162 a 30 G - Jr d, . n + 1 G S 1< 166. �� `'♦r° - ^ '^ _ �� 179.60 0 CM/H d AC `` (0 AC �� ', 'bt � °� ,° R!� y`•, �1 , �tW _ 47.0.1 I6) \ ^ 7 a 770.03 0 DIV IE 12-PVC t 55.67 (1N) \ r N moo` � �� C. ` • o .1e rn o o ,76.3; s - 174.48 c RMA 159.12 , �' ,� d� . �,� ;, 177.87 G \ ♦`° ♦e 1112.31• •102.40 AC ♦ ♦�' ♦!� 54. S 41 \ n SEC ,78.112 f' IS'P111E J 72.21 a 179.31• ►E 4'PVC 137.22 (W) 1 °` ` 62.49 5 8�pp'15"W 146. S 89'38'00W �� � ` 177.79 c t11a.,e yp 1 P� 20.00' >0. I •175.2 Ac FP o r 1(tY • 703E r$ wV* G AC 150.16 6 10 'e, qb ,1r YRv'- 10' WIDE GAS EASEMENT � � <..'.,. 1°0.1 180.1 FOR PARCEL 1 �� 1177 I FH 179.11 G 130.77• C' RIM 150.11SSMH RIM 162.92 .,..r� .. sow tII66.Jb G 159.J0 G � � � `� `� � PER PARTITION PLAT 2000-020 \ '�,.,� y 775.45 170.04 G CONCOEfE cuRe .•' : ;•..� .\ r t•,..• .. .. . ,:. C0�6i21E?l'SDItMLK... . ..'... a C NG I > IE 54,93 (E) 156.99 tC IE 10' 157.08 E S 79.84, I - IE 24'WC 154.19 (SF) � 159,,4 \ 72.01 t 177.41 ( IE 10' 136.60 180.7 ME 24-PVC 154.09 MM) 1 09 TC 10 CBS N RIM 170.36 0 6 -G 176110 ' bQ_• 04L.ET 159.54 � 4` OM 176 177.4 � a� p ,Iry / °'T-C t .6/ c , ME 12-PVC 155.39 R - 100.00' �r IE 41PVC 1157.31 (MV) 1841� ♦�° a °�, H I ,76.1. ns y BH - 21.0' ,� ` 179.93 G A 98'35'50' F:I Dow D.s' I I �y. � L 172.08' J11.67 ALC ,�, WCED , ... � ,79.70• NG 133.67 ( zw Ls..7r Parcel 2 I 6.� as IE 10' 153.92 ( AV AC 1 r,.;te G �,r w C 130.50 IE 16' 152.39 ( oc I •17°.0 180.09 Qty • 190.6 a LEGEND ,Oo.s, 1c � � I � x � I ,721 Parcel 1 RAMP �,I ��• x ,e,.2s • = FOUND SURVEY MONUMENT A; •' o � IR - IRON ROD 3 IP - IRON PIPE T.B.M. I' nl 175.0 tw� $ r ALC - ALUMINUM CAP 0p b0 NORTH BOLT OF TOP FLANGE y N ( �• 173.0 0: 180.40 G 4? ° WIC WATER FLOW PLASTIC CAP 10050 0 _ OF FIRE HYDRANT ) j I r` rnl •to 174.1 101.03 SS C •Q?y xl ETER 100,92• ELEVATION - 174.76' 100.33 C (WASHINGTON COUNTY DATUM 1~ N 130.44• • WV = WATER VALVE I I t s'PwE �•' FDC RE HYDRANT CONNECTION TOPOGRAPHIC SURVEY A z 4 FH = FIRE HYDRANT h H I � W-VLT - WATER VAULT AC IE - INVERT ELEVATION I x 181.90 O SDMH - STORM DRAIN MANHOLE OF 170.74 ! � , 171.27 0 .�' V 0 CB - CATCH BASIN PARCEL 1 i CBS - CATCH BASIN (SIPHON TYPE) , I 14 170.70 { PARTITION PLAT 2000-020 x �, 8 CIMH - CURB INLET MANHOLE a � � f • co - cL�wour y I • 1741 � o SSSSMM DRAIN SEWER MANHOLE IN THE NE 1 /4 OF SECTION 12 15'°• N I o GM - GAS METER x WILLAMETTE MERIDIAN n ExIST1NG 1113.91• o GASr • cv - ELECTRIC VALVE a T.Z S., R. 1 W ro, I BUILDING Z o ElA = ELECTRIC METER ;�,;; R AX 3 City of Tigard, Washington County � y �t ' x� I $ � 191.02 G , wi g N • 182.46 MER E-VY ��1 ,f'J r0 ° SLB = ELECTRIC VAULT Oregon ,, r •,p 0 SLB = STREET LIGHT BO); d CBS N RIM 170.31 $ r f 'f'o N W ,s A 0 LP - LIGHT POLE $ I F- p PP - POWER POLE � PLP - POWER/LIGHT POLE a rn I rn GUY - GUY ANCHOR y y R x 0/N - OVERHEAD Q NG N U/G - UNDERGROUND 0 SSMH RIM 171.58 IE 10-PI 164.06 (N) $ 181.00• 181.34 G W • BP - BOLLARD Z 0 MB - MAILBOX IE 8' 164.12 (�)) r�o�G 170.61 G • SP - SIGN POST IE 10' 164.08 S Oi • 173.8 175.8• r . FP - FUG POLE N CBS E RIM 169.85 -. 1177 -15 � FN ,� r,* ,jf r,� ,:'• ,fr, ,kk ,� x 103.07 © DWY1' - DRNEWA ME 1R"i'VC 163.81 (NE) W_VLT 170.79 0 + , G f� ' CB RMA 168.01 NG - NATURAL GROUND IE 8'PVC 166.46 (SW) (WILY PI I 17�.2e FSE "N PE) CBS N RIM 170.80 !�' g b 1170 J IE 6'PVC 166.01 (SW)(S'LY PIPES AC - ASPHALTIC CONCRETE PAVEMENT iE 4' PVC 185,26 (SW) SDMH RIM 170.32 ,�t,s 0 FSC �� o �� SS -'--.�-SS 100 EP - EDGE OF PAVEMENT H IE 12'PLP 163.3) W � EG - EDGE OF GRAVEL IE 4- PVC 164.10 (SW) ) TC - TOP OF CURB IE 12-PLP 163.52 (SW) y I cs ; 133.38 G - GUTTERUNE 1 I � f!e ��► '411 r �. f HCR - HANDICAP RAMP n OP • - SPOT ELEVATION IE 12-M 167.48 (NE) _ ! 173.97 _ 12'DEC I 17Js3• y0•• 00 FFE -BUILDING FLOOR ELEVATION ME 8TVC 166.19 181_.53 G BH - BUILDING HEIGHT IE 4-PVC 165.49 (NE) �� � ^a ( s' s'� 1170.2e te2.�e.tw te2.oJ 1c TW - TOP OF WALL h• 173.08 G t pt .30• vI► x BW - BASE OF WALL 171.60 0 °p DEC - DECIDUOUS TREE 170.77 c s� I \ 17027 tae FIR - FIR TREE , y h :2J . 1 TC PINE = PINE TREE 117 . c o I I 174.,4 4 1 G• 181.70 i I CED - CEDAR TREE ,• . 173.71• m.3 MAP = MAPLE TREE = 170.73• �, I Z4. 17 .13 0 1711.1 i c 101.09 c - ,4.10 _ .Lg CHRY - CHERRY TF�Z �\ 180.1 // 0� 2 N v v ,♦ rfi�r 1�� 'Q� .�� . 185.3 WIL - WILLOW Tr;F g �� I w � ♦�M. � .��� • SPR SPRU('_ TREF I ` c ' Hlolt CP - REINFIiRCED CO'+CRETE PIPE POND •t I r� +, PCP - PL'.STIC PIPE x -4 °0O I 171. c No 162.511 a PVC = POLYVINYL CHLORIDE PIPE + 171.98 0 No CMP - CORRUGATED METAL PIPE g 107.0 1op 7 0tH • 162.54o DI - DUCTILE IRON PIPE 1 0.63 303 ,82.75 c ' IE 8'PVC 165.79 (NE) e CH/L - ARD RAIL FENCE TOP WOW 109.4 eP I oto $ OR - GUARD RAIL 168.5 109.57 a pIDEp CORE 172.23 0 - X - - FENCE UNE - G - - GAS UNE z tse.� �N 89'2FENCE S'E 100.00' G ---- + te2.a+ o - SO - STORM DRAIN LINE • 1 ♦� 1 1112.22 a io - SS - - SANITARY SEWER UNE 106.011 Tw I I x No T - - UNDERGROUND COMMUNICATIONS LINE, Ap W�?,G t2�MP �, TELEPHONE7Q71 E - ELECTRICAL LINE, UNDERGROUND UNLESS DOIIN D.?' I 10' WIDE I e PUBM WATER LINE EASEMENT OTHERWISE NOTED 164.5 171.0• 172.8• N115 I PER PARTITION PLAT 2000-020 Ac x - C - = UNDERGROUND CABLE, TV I W - - WATERLINE •167.6 e'MA4 I GVL - GRAVEL ,02.69• It T.B.M. = TEMPORARY BENCHMARK OWNER: PAUL SCHATZ ;O1 •164'4 No I •,� •,� 105.74 SURVEYOR'S NOTES REQUESTED BY: KARL KOROCH �e> to'Mtw f �a T.M.RIPPEY, CONSULTING ENGINEERS ,0x,011 TW > •,`� I 102x1 c _ teJ11 c 1) PROPERTY LINES SHOWN HEREON ARE PER PARTITION PLAT 2000-030 AND SURVEY NUMBER (503) 443-3900 �� 172.1• 174.6• 17 'o .177 0 ,eD.O 100.0 100.5 110,.4 102.4 .11 11183. 103 9 $ 2?790. WASHINGTON COUNTY SURVEY RECORDS, AND ARE FOk REFERENCE PURPOSES ONLY. NO 167.0 ' ,r wx 1 t 7a t 1 BOUNDARY SURVEY WAS CONDUCTED FOR THE PROPERTY SHOWN HEREON. 174.5• I 17&19 _p 183 • t9J.s 'teJ.a . ,113.5 } SITE ADDRESS: 6600 SW BONITA RD. 105.7 170.8 10'WP X 3 I . 178.9 •177.7 179.7• 19. 179.9 ,\4 0 ry 182.9 .105.4 •163.0 •184.4 • 105.7 ti 2) UNDERGROUND UTILITY LINES SHOWN ON THE MAP ARE PER SURFACE FEATURES, AS-BUILT MAP TIGARD OR ° SUPPLIED BY TIGARD WATER DISTRICT AND SURFACE MARKINGS BY OTHERS. , 174 0• Na '� '�� SPO " 166.34 70.0• 18679.44-X179.1 p �1p 1 .` a 177 1 / •162.1 lei. 185.7o•1112.1 �' iT 135.7• 3) THE SURVEYOR MAKES E GUARANTEE D TO THE EXACT LOCATION, EXISTENCE/NON- 1111111.61 TW sem Tw t0 tail +161 •181 2 t N O 1115 0 EXISTENCE OR FULL EXTENT OF ANY UNDERGROUND UTILITY LINES FOR THE PROPERTY ' 42- 179.4. � a SHOWN HEREON. 79 4jaO 156.56 64 Se I 6' HIGH CH/L ♦ • e 3b1<11t , p �4 I 04.3 --- '` ♦� ` �^ 1(►p �7 ,�.,• `1 S 89'36'48*W 400.99' �° +111` ` by ♦ 6 •t84.1 i Weddle�Surve in REGISTERED -, ♦"OQ ,(yP• 1,le! �,loy� �''- �1• .ti •1645 '�" Surveying PROFESSIONAL aEA►T ` 1750 SW Skyline Blvd. LAND SURVEYOR Suite 105 BENCHMARK Portland, OR 97221-2544 WASHINGTON COUNTY BENCHMARK NO. 465, A BRASS DISK •1553 JULY 13, N IN CONCRETE SIDEWALK AT THE SE CORNER OF THE BRIDGE Ph. (503) 292-8083 ANTHONY B. RYAN OVER 1-5 ON 90NITA ROAD. 58633 ,�y 0 r 0 Fe►7[: (503) 292-0938 RENEWAL DATE: DECEMBER 31 2006 ELEVATION - 202.884' (WASHINGTON COUNTY DATUM) --- JOB NO. 3901T •,,_ i.1NNiRaA,•,/ly...il,ilwJ:N.VrNJII-IY•.'....t v.Yln. ....w.,�. -.'�gM�llk-:-u:ID4aT'a4f.sMti.^N.IIYY+K.WaYMtY:4R.WWro:NM'A.rY. ... .. ' / e • • ' • 1 t •yyalYWFauN.R71f.11►' y1OM�r`.VR.nuMti. ---- _...__...----.+w.............r...rrw.nn'.u...7FawMM`+�`. I :[.R4'.1K71t.1!tKMf•N11i'Aib':. f.,,_ aC u111 . .�_. . i ' .' e:.'fin,.e•. -_,_,.,."...q.r L.•,,. ..w.h..-,.rs-.r..:..,..'. ..:.w.u,:.-.ut.., ., .....,-re.... ..._. .._,...b.,. ...r......w...........-.. ...v.......:.•.,. , k r"'.:""'-"---- s, -=.:+rr:...y:.+rr..w+..++. ..w.r..... . ..:rn+r...r..«...wa •.:nwns..,...w..:,...-..'+w. +.l...a.+.rrr.._.-.. - -aft_ ___ .mer+r+.:.w...a..m.«w..,.:.:rww+:. .w _-._.�.l;:,i,.HN1eY .r,xersaa•w+ww•kw n......vi•Mww,M.FM,a+rax. .. wo.w,.-«R.r•:,w@+-tim '._ .. _ _..,.,r.-... .. ::..-w..«x+... :., . ., -iw.^w�rd{AF•.•c.M.i. .., .- n.r...u +ae..,c - ...771•x.. r _-. .+�+v++.v..w�.+r-r.r. - ....n..,r..--+rw:+r+:v.«..�+. as .. �.. ,+rw•.....c.•...+..w..ua.:,+rw+..`w:a .. ern Alew�..�.M.�lsr. ... �' r••A'l - �.�ps,:-nw.cw,.-.0+7777. "i >;1 �y Keynotes 1. EXISTING SIGN PEDESTAL 1. RED PAINTED CURB WITH 'NO PAFK•NG FIRE LANE' PhINTED IN 8• WHITE LETTERS A420'-11111 3. REMOVE EX SITNGTSIDEWALK.OTYPICA1 PER 1VFl7 MILDREN DESIGN GROUP,P.C. 4. NEW SIDEWALK, TYPICAL nKCHTEECTUKE . SPACE PLANNING S. NEW ACCESSIBLE SIDEWALK RAMP 8. CENTER LINE BONIIA ROAD 7650 S.W. Beveland Suite 120 7. EXISTING GUARDRAIL TO REMAIN 1igard Oregon 97223-8692 S. REMOVE EXISITNG CURB, TYPICAL Voice: 503-244-0552 9. EXISTING CURB TO REMAIN SW BONI TA 10. EXISTING SIGN TO REMAIN Fax: 503-244-0417 11. REMOVE EXISTING AC SIDEWALK AND INSTALL NEW 6'-0' r CONCRETE SIDEWALK MEASURED FROM FACE OF CURB 11 9 13 12. NO PARKING SIGNAGE - SEE DETAIL 11/A1.3 1J 13. MATCH EXISTING SIDEWALK t I a 4 • 14. LANDSCAPING - SEE LANDSCAPE PIANS AND DETAILS FOR 15. NEW ACCESSIBLE PARKING STALL • '•' .i• . • 16. NEW VAN ACCESSIBLE PARKING STALL 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 '$ DYNAFOAM WITH PLASTIC OVERLAY 19. NEW 30' LIGHTPOLE WITH 250 MH CUTOFF LUMINAIRE 14 0. NEW WALL MOUNTED. STRIPED PAINTING ATACCESSIBLE MH CUTOFF INAIRE OUTE 21 22. EXISTING SIDEWALK \ 23. DO NOT ENTER SIGN - SEE DETIAL IS/AI.J .--Y-A� 24. ONE WAY DIRECTIONAL ARROW, PAINTED ♦ 25. PARKING OVERHANG AT CURB, TYPICAL 1 26. REMOVE EXISTING RETAINING WALLS, STAIR, GUARDRAIL AND SUB N 85.12.55'E 110.34' N SW38'00'E 311.00' I -f/ I - -- N27 i I � �'' Curb Types 0k` ;f4° OF 4� I a I II n _ gn `_ - - - • -r- -_ - - - � I I I I II _ - - - - _ - 51'-10• (6 EQUAPS S) -80'-8' (7 EQUAL SPACES) " 9-- 6 ----- _= EXISTING CURB TO BE REMOVED • ____ __ _ 0• (6 AT 9'-0') 36'-0• (4 AT 9'-0') 0• (6 AT 9'-0') _ - - z ------ - ------ 1 - --_ EXTRUDED CONCRETE CURB, SEE DETAIL B/A1.3 •'q�"•"�t.__ - - B'- /1• 9--0. 1 B 0' -. 1 /126 ° 27'-0- (3 AT 9'-0-) AI.3Asx o CAST IN PLACE CONCRETE CURB, SEE DETAIL 9/AI.3 -0' a - 8'-0• (2 AT 9'-0') •a \ 1 20.00 4 23 16 �� «*� 1 o I \ \ I I II ei 1 1 o p l N I 22 21 1 = II 1 I - r - � 1 III ' I 68W 1 II j o I I Owner: i j p PHASE II PACA " •a 1 1 e I PARKING Properties, LLC OR ` n II �1 125 ffr o 5 13 ,eT l b 6600 SW Bonita Rd EXING .1 Tigard Oregon 97224 BUILDW FF-178.28 a 1 7 II 1 PHASE II I x ~< I I Protect: PARKING4 >, b I (Paul Schatz a B ; Furniture - 14 'a 7 I 'g Thomasville 0 " II 6600 8 6650 SW Bonita Rd A1.3 PAUL SCH DTZ 7,-0• o I W Tigard Oregon 97224 23,486 SF 15�-B zs'-o i 1 Q b II I amo C BUILDING b O' I co L_-__- _ ---JI 711 Ti , � II III I O I TOTAL row M/ I L.Li Sheet Title. ° I I - 39,629 + 223 - 1 11\ �- Site Plan II 39,852 SF 28 11 124 II z II I As ;.2 A ^ ;r IV I I r_ .�� 10 II / 1 r 1 1, g W I Lo/aEt9� 1 �'I 1 II Au Y THOMASVILLE `__„_-i 16,%3 + 223 - u 18 ` 4 16,366 SF F -- A62 n l; e= SII Fh-17B.28 FF-182.281 p II 1 SPE 100.00' Z N 111i n it Revisions- 17 N9 2 I N I I II II II y a 17 m � 4I 2400 ff �i08 AT m•uw I - - 111 - 11 23 i 7 117 013 - J_ 19 17 I I - - - - N18 - z ARB. 2 118 20 42117 22 O ZO � ?y. O•- 119 �-N12 � •, 17 DEC N20 o c«m i 17Y/ .ADIQII oma r a. xoor. Au 114 17 F.Fr.+.. .Ian tmlwn- ' 17 24 I •orc / -C At tx _ 11R PUIM)! /R M tR.1F11tY Li WD D0 Orta WII. ..G. A•D IA 15 . .or E c 00" a NE NOW N AVY 1 S 8PJ8'481Y 400.99' KN.10.oao. uM M NIN n.na 2J i AeOma R VIIL.CII LONN W.1.PC 1 Date 18 May 2007 Drawn by: Checked by: MRW WEM Job f Site Plan Sbeet D r.tf r o 06051 D 5 ,^{ io 40 Permit Submittal - May 2007 A 1 . 1 s _ ,.._-----.._._.... ,,....m„�.,.,„,.a.._. ... ...,... _ _. ":'aN/:x• , ,v n•',14A ... . . ,_ ,...m..Ca.+c..-"MMt4E.•t^•'"� pI'algl� TlrlTl ITI11I1r11 "jig11 Ton,"" IIIIIIIII 1111H (u>VI Iuilm. ' .>u Y' J� •c. I I -"t77.x \ 177.3. ~- x��-•--.- �S-�Ni'_ \ �- __--.\° , \,� -• L_..F't•..7-" _`'\_ .�`'."' " J �1 �,•') \ r lr�' io._ 1• �O 'F.;' i• 1 Ia7.Ott �, _ _ I �� 177.25 TC^' �. \ 17d.7S G �-� 17 aoI c' I 4.0�-� \ 17 10)TC E 178.20 TIC `-- _- -_ �,►, `� j\ j I a� ±j w ur I -_1` 1 as.�o ( ) � N�; g S II U' G E 177.7 G 90 18 i. r 168.91 I IL 1 I I ^--:. i( , 175.16 C - - -- - 1 `may 'r AC Q i 1 1 I c�l. i I ` II Ex1RUD CUR /�, I t/7 a 1 1.90 C 1 1/ nt / 17072 c I `J& ( I I i I j I� 60 TC �.G� r„ W I 1 I 'F4 1 1 I I I 8 10 G S� tp 1-10\ AC r 1 175.7 C I I 1�4 , ,4, o i� 2, �'t I 1 I + I 177'95 TG E r i I F- �- d` of ' / � 17.1-10Ii 7s a7 75 er 177.45 G E j I I 102 EXISTING CONTOUR - 1 FOOT INTERVALS 16173 G / 0TC I I Ac I / \ SAWID 1T 2.90 73.00 TCG _ / 17 .60 G 1 RZ45 TC 178.30 TIC 17 50 T'� 180'25 TC l ®1 _ 100 - EXISTING CONTOUR - 5 FOOT 'NTERVALS y �Q a �• . t 173.60 176.95GG�{E� 177.80 G (E:) 178.00 G "c 179.75 G (E) _ i i 163.31 i 68- TC c� _ 1 1 16♦30 G 186 80 c:_. j 17`8.5 Te/t- - - i 1 TC/ S 73.0 G h !, 176.5 TC , L 102 NEW CONTOUR - 1 FOOT INTERVALS F+ 1 P a I i,G 8d G °if ^�Za / I / , .. 1 76. G 179.60 G_ i FSI * /174 47 1 ` 178.60 TC '� _ ° 5.9 100- NEW CONTOUR - 5 FOOT INTERVALS ._ O 73.w 17 .50 177.90 0.10 TC 1_84 70 c 'S ��:,_ '�� 7,2.7 I 3.25 � � �- / 17 8 T ` 178. G 178.00 � G ( -- a$ ' 0 1 G 17 �5 TC -� ' c _ va.48 c 1 9.60 G (E) •�F. 173.30 ��` 'Z i 1 io18.7 TC 100.00 SPOT ELEVATION • -20 LE - TC ,4"t' 75 I Ac I L,_ 1 ,y _ - 78.2 G �I 1 0 TC 70 3t c ft 1.90 G E 1 3. TC ' 17!3.20 T i ".��`l ' 178.9 TC 173. TC O 4D r 1 3. I I 160., 78. G I CB , Z 1 2 G F'1 e:g ��`'•'w t 7s.t t I 18 9 TC RIM 100.00 CATCH BASIN RIM ELEVATION Q 2 9" I ;; C� 173.20 73 1 17 ,10 fs. 18 4 G U c RE - SI tc j ^ MH TC MANHOLE RIM ELEVATION _ 173.00 RIM 100.00 17 .80 TC 1 3.8 I 18 0 G _ . ,�� 178.7 18 5 G D to FPIf 172.30 TC 72.90 TC - 174.30 - M I (b EXISTING � ^1 o.rtit75.s h 178.15 G t 1 . •.�---� ��;.. 172. `' 174.20 177.65 T^ 'G '� 178. 0 �t 176.60 TC C- 78.25 ■ CATCH EASIN 79.25 TC / 172.3�TC G 1 177.75 179.00 Y . go 78.75 G ' 171.95 174.30 176.85 TC MANHOLE b K 177.90 TCG 179.10 so.�0 17 .40 TC I ���72.9Q 174.30 176.35 G / 'f II leo 0 4,° 172,90 G 177.90 179.10 TC/ 8.95 TCG qp 170.5 c 172.80 TC / I I , v,OFz I 173.140 TC � 172.30 I 177.90 TC/G 179.20 179.00 TC/G �� �+ NO•* S EXPIRES: 6 30 07 172.90 G - -- I �1 GG ' 173%40 175.0 178.00 ���.n 179.2 a 118 15� TC `1 7 179.30 eo.,c a 18 9 G j -�� I a G .s' c 1. ALS WORK SHALL. CONFORM TO THE REQUIREMENTS it THE JURISDICTION I � , •/• ' 178.00 Tr,/G j a 1 1q s., c.__. w' 172:'50 _ 179.8x- � AND THE PROJECT SPECIFICATIONS. 172. G;(E) „ 179.20-1'C/G 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED '179.7 TC N - ,� _ CONSTRUCTION DOCUMFNTS INCI UDING ADDENDA ON THE PROJECT SITE AT c 175.30 G 180.80 TCS ALL TIMES. A K NG FF 178.28 179.85 TC 1 i '119% 3. THE CONTRACTOR SHALL NOTIFY THE OREGON UTILITY NOTIFICATION CENTER, Q' 170.7, c� ,u F- i - �' 179.35 G 1 1.65 TC p� j 1171.77 c m 181.05 TC Y 'd •, , -1f 3 BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 800 332-2344. �" O Ln 180.55G (E 1 1.15G 1 3. c^ I 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES 1 172.90 G 2 �` a ' ' II�I _ I SUCH AS GAS, TELEPHONE, POWER, CABLE TELEVISION, ETC. CONFIRM VAULT O I , I 1 rat J /, V LOCATIONS WITH ENGINEER. 1!73.40 TC 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED I OF CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT a 2.90 G li i I 180.45 TIC _�. t 1 ' REQUIRED INTERVALS. 24-HOUR NOTICE IS REQUIRED. 179.95 G al.o�c .. - I - SAWCUT /'.` •� 6. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY 180.55 I * ' y' 182 3 TC SURVEY PREPARED BY WEDDLE 81 ASSOC. DATED AUGUST 2, 2006. a. I 172.90 G r 1 0 `x'0 I 1b .35 TC - 18 G 7. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FT OF THE II ' i ,-----1- 173. 0 TC y 179.85 G I 1 GRADES SHOWN AT SUBGRADE AND TO WITHIN 0.03 FT IN 10 FT AT FINISH 11.7 .40 TC 172 0 G - - ' „N " 1 T ` GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOC•SOIL IN ROUGH GRADING. 171.90 G (E) ,I - "-' 180:06, G + N0 I I F ` 8. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE I I '.a, c I FINISHED GRADE, WHICH INCLUDES SUBGRADE SOIL, TOPSOIL, SOIL 1 ` q •I+ 4}:6 s 6• ■ " 181.70 TC I AMENDMENTS, ROCKERY AND RUNOFF PROTECTION. CONTRACTOR IS _. 170.61 � .a � .... _ 181Y2L; G (E) �i r 182.30 TIC RESPONSIBLE TO COORDINATE GRADING WITH BOTH EXCAVATOR AND ILANDSCAPE CONTRACTOR. Tc 181.80 G + i T2.1b_G E 1 7o.1A1kTCH EX�IS�TIN \ I ,;.� ��� �" '•-_ 61 s, 'j- - CURB 173. 0 1� i I L - ! ( 173.00 G (E) u 181.20 TC Q 181.30 "nt l-180.70 G I, I 173.16 C E 4S „a nc c,Ii` ., s r f ° 172.66 G (E) ' _ 1'� /L 181.40 TC w'I I 1 2.95 TC Y.. O I 0 ;�.5, 175.9' c , 180.90 G ojI �" 181.44 G '73.*E0 G i "1tt1i.5 t, r� ' 171.y}7 Gt - r i� 1 .(1, 1� TRr 18'1.35_\ ^ 81.20 TC ' a t, 70.7• „ SAW'UT 1, � 0 180.70 G � 183. 5 T �� J 1 181.50 , 2 C 182.75 G 173.71• 174..q c i '2.56 TC Q I Q .i • 172.13 ._ 2.0WIG Cb cc p 173.00 TC + W1.65.:T� / ,,;r ; 3.40 TC 172.50 Ga / / 1 i 181.15 G 181.301 i 2.90 G 172.95 CB O / 171.99 G -t ! 181.75 NC ` 1`80:80 'r 18•.59 172.45 GC + /1'71.98 - _ _ 182.20 �, �� ''is f RIM 1 0�- / j � •I , 172.48's8 TC E 182.25 I • I 171.98 G (E) •�' 1 172.60 TC t ----- - - 172.10 G (E) 182.65 C - FF 178.28 FF=182.28 , 182.15 170. 0 TC,. ?9 r, �, ° 1 0. / .1 /� �� 1''3.15 182.15 '►T dlafl� TC�i 3.20 182.2 I 183.70 TC 05 TC 183.20 G 170.3 TC -113.30 TC e t 178.20 18 .55 G /-... .�_.._..- 16 � � ITC -� I f G 170,80 TC 1_82_20 1 .70 GC/ I - - 184.10 TC 1174.30 G 182.10 I 183.60 G NG 1 .10 TC 178.20 1 M !_ u I I x g' �I' k• f- 0 TC 0 G c i 178.10 I } �• - - o v `,� _•� "Y G 1 C4. Te' 176.10 TIC 182.5 TIC 173 5 G M/ 175.80 G 82.70 TC I� 162. G �� ?, �ir 184.60 T" o nv - a► l \ 173. TC .�1 \ 181.,06 $ .bs tw 110 / '\ !j 172.8 G ,��� -- 82.20 G I 184.1 G / r�•� -• -- - - - �, O ` 18' O 0/ it M ARE THE_ � ° 17!0.0 .. 160.0Ally 170 p I ]7� % 178.1, TY OF I/8( •S, 18J.° TNE9i I (MSMYM ENO an W_ ' T.M. IIPPEY CB / r i I , l • 1 77 7 ° ARE WT M BE USED CIR 471111=1111) H3.S E i' . 19J,ti NAM1 YN/Elt EX(fPT NTH 11E PIIQfw RIM I • ; ) I : A 19 0, I'1 17A.q 111, n✓Mt --'----�e�^1 183.0 'V` IA4 4 1 WTTEM PERWSSION OF T.M. RMPEY 40 r y `{0 S I. ^ �+ 179 70 7 NC 1 1gp.S com7N6 DIO�IEE114 w- _ DA7F. May IA2(107 4 .� 1 ) J$I2_YI I . � . t✓ (T 1957 -_ •r. '--�' 1�•� - 1.2 � �y,M� M7LF.NA�1E: C I_0.� _- t 1��, 195.0 DRAWN BY: SAD---- 170.25 TC `L �p \� `',- -_ �,��� _..� �?i� ,e!j 7 ea. 183.00 C 1ee.ae CHWDBY: KJK - ti, -tib_ -_ m� - 2.50 G 189.75 G moo - -' ,' - e?;1 "`�---_'° �--- _._.�_� ---- - -``--_ 18 isFr • ►._.__ _ _ SI ,, y.. a 176.40 TC �`��'_.-.• _-�V_._ _- -r__ _� les 172.75 TC ,ti° ;�' 177.90 G -� --�� 1850 TC 172.25 G 178.20 TC ,��, ��� ,dory - 84.1 50 G j MOlti14 77.70 G \ .\ I Cleo �' a .4z r _ !7 Permit OF - May 2007 N'ROIECr No.: U73 Jill 111111 (f�f�fT1TI 'Tj11T 1j' .+err i � � '►� ;�,�'�,I �0� r�r� I-- a 5 f•t•�•.1,::...w•....r+,.•..,.,• _ ..... .._.,.L. ,..,IMrr,..R.,r.. . .« .... � - ` - y tea» 1}�1 F�'_.w . - w-vY.-wwlWwa4Wu,'nrY. Yw-'Y'.a..Yr...rva.-.M4M ss.'rWn.uie..►Y...•.. stiVn,..il..r... s .rw.:...y-...rwt. .r..nMi•Mw.w1 .+.}!. • , • w awwnw.r•„•......wa. ..v....-,.-.•+....a.r.•r+..r.......r........•w.,..i_ �- -- - - .....r..rir....w.owu.«„•+..w. enw,sr+. wrrr � ��r.` dli r >i,.rr .Mrwr ..-a.+w w.^wnnwaa 'wnw. MM MWAVn , • .. �wreR.r.o.w:s+w.swrs.m..„.,,..w,':•<+.+s.r.. .._,sve:.a,.rw:'.. ..........,. •+.,+R..,.., •. . ..a.r:- .,. -.-a.+..,...a.W.. .+w...wu. ..«•..wM.. „...,,...wr.wwuv•+rw.rr•n.x-...cw....Orr+...w.,.rrr..,ra.rw .+mu+e •yr..-.r,w.sr».,«_....,w.,... «... r .. .- r i Ii'J `rl• l�' Y,I Yip .r ,1 ORLAPI ` CONTEG .W SIX /� \&4 / -_f 176.6 ^_--, i 2• 1'17.3• �'_�� 2 CAITRIDGES / X- 69.91 ATC}i EXIST. _ - ]c _ - - F D IE IN: 164.60 (10" _ 167.52 +\ • 1%8.5 /; �� 162.95 (12s wwG" J 9 900 x 117. 4.85 0 / __'6 LP FP,��4J .b -- B ��' ,}7.OS c I ^ I i C. q - 171„51� +gn,4� �e' N 81x26'1 "E 76.68 ,6 9, IE 1 4. _ - - _� - --�-==- - - s + ` 6► n 1 4 I I ( 175.76 G -- XTRU CUR T 177.48 LEGEND\11 A� �* 119' r r - '` I / I I LGGEN ml '� - -- - -- -� - s9AC A 'it = 175.7 c 119.9 r 6' DI S 88'40' - G.... 75�8"Q- ��/ !� ry _ �,/ N TO XI( MHMH I j 17s.o7 4, EXISTING 163.73 G _ _ IE: 1 .-•� " 1'� AC c0 j� I NEW r S$�- Q- -6 --- _ - -�- J`T ~ - �i I �'� � SD 35 ` �` �' / AC , SANITARY SEWER UNE ---- SS y S 4 ,7�+,?+•. _� .19-� STORM SEWER UNF 1 TG I 163.31 rc ,es.eo ca,. 1S y I �, n, FIRE WATER UNE c 164.30 c -r s B - S 84 04'21'r i �` 7 6 �\Sy \h I / i. 179.60 G �� • y i 17.49 C UO / 1 03 c I r DOMESTIC •',TER LINE ----��T p. LF �ti - 188.H3 A 16� 1''' \ /i 111 - - f / \ TI LEPHO,4i .INF Cw7 16x.78 c CURB X13 \. \!, XIS SS S I 6" O 17% 176.33 G / _ % - ELECTRIC I IIF -E- - - -- v \62. 5�6 S 8.1 / �// ) I ` 177 87 C 178.48 C G -1 -- - - - _ \ � I / 17,131- I NATURAL I,&S UNE \ I STT JB I j .\ 7f� 0 7;.2 I 1 y AC 170?1�q -OI WV l r r ,80.1 0 WIDE GAS L kSEMENT -_ y` 1 f I \� w►d+` I r 180.1 ,71;.11 c G1TCH BASIN ELEVATIONS CB o CONCH E CUR GM FOP PARCEL , _ T. FIRE FH s N•; G ICO SI -' d _c NO A" .- RIM E 97.00 00 U SSMM RIGA 162.92 1 PFR PARTITION PLAT 2000-020 J, \ Atm. � � , t; h, IE 10" 157.08 �E` -J i� i `� 10' 156.60 ,W7) CBS �! PIM 170.3C - 60" S 4 72. I , 167.1 cM 171 n7,1 • 180.7• I MANHOLE ELEVATIONS RMH IM 100.00 ��Pi�(Jf RIM-1, 3.5 IJAT F u IN: 165' (� 4 - - - --�_ uJ IE 97.00 �G T pe Frli `50 0" ) I ,75.[.)175.5{1 '� 179.93 G 100.6E EXISTING (E) r 179 78 I DOWNSPOUT o DS Parcel 2 ,� � CLEANOUT s Co `- 17o.ael 8* SD 79X MANHOLE N I s Y I � , II r I c' I • 1711.0 � ,� 0x09 FIRE HYDRANT J9FH ,� ���� CATCH BASIL: 'ARE Kp�tO 1'mp I ' I 1 DOUBLE DETECTOR CHECK VALVE ®DDCV Parcel , , 1 I WATER METER EXPIRES: 8 -30 07� OWM -- - 181.25 ` BACK FLOW PRF�NTOR mBF T•R.M. / ✓) �T a 175.0 ' 180 o r WATER VALVE •NN NORTH BOLT OF TOP FLANGE 17 j 180.33 G • • •�9 181.0.1-'� OF FIRE HYDRANT I ,74.1 t6p,SSS._.-_ ELEVATION = 174.76' (WASHINGTON COUNTY DATUM) �.. I - 17 LF " DIPF - 11..44• DE NTl PIPE 00 I, N MORAL Ili At- AC I [� FF 178.28 p� 170.74 lP ' ( - 71 z7 G ( i "i� 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION OF O .7��a I;� I (A -�� s THE PLUMBING CODE, BUILDING CODE, AND THE FIRE CODE. WORK SHALL ALSO Z s, I CONFORM TO THE STANDARDS OF THE CITY OF TIGARD AND TO PROJECT O _E---__ ___._-F___ IA SPECIFICATIONS. � 174.+ +'U y' 1 2. THE CONTRACTOR SHN1 HAVE A FULL SET OF THE CURRENT APPROVEDEXISTING C7 CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL I A, F I m I IE: 7.10 BUILDING --- ----- +0x91• O TIMES. f K NI til S. 1B1 - Z 3. THE CONTRACTOR SWILL NOTIFY THE OREGON UTILITY NOTIRCATION CENTER, 3 " b CONNECT TO EXISTING _ ��_ I 162.46 BUSINESS DAYS PRIOR TO ANY EXCAVATION, BY CALLING 800 332•-2344. WATER SERVICE. MATCH �� ! I kXISTI G I WATER I > > ��\ P.� i'J 1 'o '� , d !> o e EXISTING SERVICE SIZE AND 4. THE CONTI ACTOR IS RESPONSIBLE FOR COORDINATION OF PRIVATE UTILITIES SUCH CBS r! PIM 170.31 MA! I N I so 's'o INSTALL PRIVATE WATER METER W AS GAS, TF-LEPHONE, POWER, :ABLE TELEVI'ION, ETC. CONFIRM VAULT LOCATIONS 'I I AND BOX. CONTRACTOR TO I F- WITH ENGINEER. �} m VERIFY SIZE AND LOCATION i Q PRIOR TO CONSTRUCTION OR - - '�_- -.__ CI NG N 5. THE CONTRACTOR SHALL K�r1 THE ENGINEER AND JURISDICTION INFORMED OF ORDERING MATERIALS. Ir CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED W INTERVALS. 24-HuU.9 NOTICE IS REQUIRED. IE 1 RIM 171.56 6" O 77X � 181.090 161.34 0 ( �. IE 10"P`/C 164.06 (W) ---..,, IE 6" t 64.12 (E) \ 7 Z 5. THIS PLAN IS GENERALLY DIAGRAMMATIC. IT DOES NOT SHOW EVERY JOINT, BEND, IE 10" 184.06 (S) 7081.1 u, • • 183.07 CBS E FIM 169.85 I ]y c .; �\`` �J 1�* FTFTiNG, OR ACCESSORY REQUIRED FOR CONSTRUCTION. W_ p , {� v. m� o I 7. CLEAN OUTS SHALL BE INSTALLED IN CONFORMANCE WITH PLUMBING CODE CHAPTER 48 ACCESS MH I I SEVEN, SECTION 707 AND SECTION 719. NOT ALL REQUIRED CLEAN OUTS ARE Lr F°Irl-i CBs N BIM 170.60 _ F �' - �� RIM 172. 80 MATCH EXIST. I I �° SHOWN. _ 7o.F6�G ` I F,., -- - IE:165.60 _ 11 12 PIM 170.32 159.H5 c -6�__ AC INSTALL 2 FLOOR DRAIN_ 8. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY IE 12"P:.P 183.33 ((rJ) �_ -__ �.- ��� IE 12"PLP 163.52 (SW) - j �_ I c� CONNECT TO EXISTING 00 --c / •� j +83. r PREPARED BY WEDDLE & ASSOC. DATFO AUGUST 2, 2006. DRAIN. CONTRACTOR Q��+ AC - _ H' XIST. F CxTRUDED TO VERIFY SIZE AND r ��_._-_ 9. THE CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS. NOTIFY IE 12"PVC 167.46 (NE) \ \ u r i I 173 47 G , CURB '- 7 ``h ) • LOCATION OF EXISTING DRAIN. NI' ENGINEER OF VARIATIONS IN CONDITIONS SHOWN ON THE PLANS. POINTS OF " " NOTIFY ENGINEER OF C I CONNECTION TO EXISTING UTILITIES AND LOCATIONS WHERE NEW UTILITIES WILL IE a 'NC 188.19 (NE) \ ` I s' S• �\ -- 70.25 + .2s TW 182.03 TC CROSS EXISTING UTILITIES SHALL BE VERIFIED BY POTHOWNG PRIOR TO fE 4'.'V: 165.49 (NE) \, m i n3.n�z•.c POSSIBLE CONFLICTS. � :5g G � '•�•, -�` +� , CONSTRUCTION OR ORDEP.ING MATERIALS. IT IS THE CONTRACTORS RESPONSIBILITY 17111 G I / -- S{fI- If}�_TR-F��I TO SCHEDULE POTHOLLING SUCH THAT IF CONFLICTS ARE ENCOUNTERED, SUFFICIENT' 170.77 r, - - -� j TIME EXISTS TO PREPARE MODIFIED DESIGNS AND HAVE THE MODIFICATIONS t /r,, 05 G APPROVED BY THE JURISDICTION WITHOUT IMPACTING THE PROJECT SCHEDULE. • 181.70 is ~� -�\ I I +73.71• 174'1 c - .B.1 TC 18L89 G / \ IC STORM DRAIN FITTINGS ARE TO DE ECCENTRIC. �\� 81. G •� h �r I 184.10 \ t 70.73• • 17 .13 �\ / w �" `�'+° °' oJo • ,es. I 11. SITE RUNOFF HAS BEEN QUANTIFIED THE RATIONAL METHOD. PIPE SIZING, IS BASED ON MANNING'S FORMULA WITH N=0.012. IF THE CONTRACTOR DESIRES TO POND 1 coo ,r lan;Fj scN SUBSTITUTE MATERIAL WITH A DIFFERENT N-VALUE REVISION OF CALCULATIONS WILL --1 / 171. C NG +82.50 c I BE NECESSARY. THE CONTRACTOR MAY CONTACT THE ENGINEER FOR THE ' 1.90 _ _ .� •�Ae i ,94°'a REVISIONS. p .00 \ 6" SD O 1 X, 1 2 S S 12. DOMESTIC WATER LINES AND ACCESSORIES BETWEEN THE WATER METER AND THE ME: 166. 0 70 I I 'F 6'PVC 165.79 (NE) TOP OF BANK 18p / I 9UILDING SHALL BE INSTALLED BY A LICENSED PLUMBER EMPLOYED Bti A LICENSED v BP° +82.15 G 'd, \ PLUMBING CONTRACTOR. �= r) CURB 172.2 G FF=182.28 - 6' HIGH _FiJq FENCE , -- ----- I FF 178.28 x 13. UTILITIES WITHIN FIVE FEET OF A BUILDING SHALL BE CONSTRUCTED OF MATERIALS I8g•1 I to -' I 187.H4 c NO 1 APPROVED FOR INTERIOR USE AS DESCRIBED IN THE CURRENT EDITION OF THE m PLUMBING CODE. F I 14. CHANGES IN DIRECTION OF DRAINAGE PIPING SHALL BE MAD BY THE APPROPRIATE I 10' WIDE USE OF APPROVED FITTINGS AND SHALL BE OF THE ANGLES PRESENTED BY j I r ,- PUBLIC WATER LINE EASEMENT ' 11pc , a ONE-SIXTEENTH BEND, ONE-F.IGHTP. SEND, ONE-SIXTH BEND OR OTHER APPROVFD 164.5 \ I 171 0 + 8• ,�� I / PER PARTITION PIAT 2000-020 AC j' / 1 FITTINGS OF MUNALENT SWF'EP. • 1676 - I .• 15. INLETS AND OUIPE:TS TO ON-SITE MANHOLES SHALL HAVE FLEXIBLE CONNECTION NO CA 3 . 167.4 NG �,�D, �.�__ �J 1 -Sq. t'' I i^ F CLOSER THAN 12" AND NO FARTHER THAN 36' FROM THE MANHOLE. p z / H '^ 16. MANHOLES SHALL HAVE SMOOTH, UNIFORM WATERWAY WITH CHANGES OF DIRECTION \ I I PAD i n e`6 Ts MME WITH THE APPROPRIATE SWEEP OFFSET PER THE OREGON PLUMBING y SPECIALTY CODE. 1TAL\ • �/ \� - - - 1 1 G / 193.44 G 1 n (9) 65.06 Tw •. � �1 �., < 1 C pawl� .C6 TW Flu • 'O t7� 4.8• 0 • �- ?, • ,rl.a 180.0 ,e0.o ign - 1.11].4 --d� 10x.4 rVT 1x ilron odewilNOM ARE c£o1 m s Nuc 174. I 178.11 -4179 1 n T__�_ NO AME MOT M K USED OR R311oD11C D I 6R / 170 r O • 183.5 •183.6 • 183.5 -�' I N NII'MN•E)1 E11IVT MIN 11 F P901fR I ( • 1 8!i • 177 ^ y 182.9�.� 183 �1 1 0 �' '~"�- • ,Fl4A {� I 1NNTIFN pEFt19slOII OF T.W. RMPEY RIM 169.40 i 1 `\ 176.0 I I + r, 179.0 ,I� 7n 179.4 NO E� ---- t_ - " OD119A1MG ENaEfRS NC 1 H6..S4 1 1 81J �� ie'e � 18I.B. ' 182.1 1 Np CD DATE: M 15,2007 l � \\ FILENAME.: C2.OAw¢____ IE: 167.35 `�-------- 6 16(i 61 TW t F,6.f4 TW • Y �l ` • �, I 177 -�__ -18L:C:_y'1 1. • 181.2 1� 11' '85.7 -. 'i 01 1H5.0 DRAWN 9Y: SAD r X- - 166.58 CHK'D BY: .K1� 6' HIGH�H/L O 1��_ <- �� • ` h 0 I ^ _ 64.3�„" � � 1�• ��-�� ��`'�•ti.� -�'-•-�. �"---•.�`_ '\= \� ��._` �sr_ "---_-�.�e •'��� ._--....._._.� . ..-1� "'______-.,,,_.~ ��ti,_.,,_,� _ i SHEET ``` `'� _`-` _ 1®'' `► -----_.._. 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Ar..n .i...��r• '•.r n .+..r.+.�.wr..r o .fie„'•• a�rw.. .rf.• w •• - ., "•. . h •...,..,., ,-.. .., a....."' .. ...�'Y •- ••. �. ..r.:.••�."w�h4--'«wiYW i,:•...r.q'M.r.6M1 .w -. ^ �1M.r• . � u ti.^�.Wlb nor"I"w-..-n.l�•..•4Mw"rM..ww.•,a..a_..s.r.1.C."n...�r1.�N+.,r.AMWYf.+11'A•'. w•+"wM,.Muwla...rW,.,YM/uOti�W,' .. ....".Jh.11Wv h-. ....., .n.." •,+M•rC 1 r•M"._ {V , ,t. 1t. l, •'M1 3 METAL GRATE--RATED FOR HS-20. GENERAL NOTES 1:3 BALLAST - CAST IRON PIPE SLEEVE CONNECTOR Q (SEE NOTE 8) ))STOR 676; U DGE,MH(666)7 0-33 SOLU'(IONS;PORTLAND,OR(B00)548-4667;SCARBOROUGH,MF(877) PAVED AREA ON PRIVATE PROPERTY _ LANDSCAPC AREA ONLY PROVIDED BY MFR. a g 72`0 / 507-8676;EIX E(S)T MD(866)740 3316. --_ __- / 2)PILTEk CARTRIDGE(5)TO BE SIPHON-ACTUATED AND SELF-GLENING. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF I CARTRIDGES. ACTUAL NUMBER REQUIRED TO BE SPECIFIED ON SITt PLANS OR IN DATA TABLE BELOW, 3)PRECAST MANHOLE 5TRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C476.DFTAIL REFLECTS DE5!GN INTL 41 -- RESURFACING 1`0 MATCH EXISTING PAVING ONLY.ACTUAL DIMEN510145 AND CONFIGURATION OF STRUCTURE WILL BE SHOWN ON PRODUCTION SHOP DRAWING. SAWCUT SECTION. SAW CUT AT LCCATICN OF JOINT LL 4)STKUCTUKE AND ACCESS COVERS TO MEET AASHTO H-20 LOAD RATING. EXIST. A C. a H 5)51ORMFILTEK REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET. IF LESS DROP I5 AVAILABLE,CONTACT CONTECH EXISTING STOKMWATER 5OU ITIONS. MINIMUM ANGLE 15MEE14 INLET AND OUTLET 15 45'. SECTION ESURFACINC3 t 6)INLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST MANHOLE STOKMFILTER EQUIPPED I I I I I WITH A DUAL DIAMETER HDPE CxITlE7 STUB AND SAND COLLAR. EIGHT INCH DIAMETER CUTLET SECTION MAY BE SEPARATEDICID FROM OUTLET STUB AT MOLDED-IN CUT UNE TO ACCOMMODATE A 12 INCH OUTLET PIPt. CONNECTION TO DOWNSTREAM UI PIPING TO BE MADE USING A FLEXIBLE COUPLING OR ECCENTRIC REDUCER,AS KEQUIRED.COUPLING BY FERNCO OR EQUAL L/I AND PROVIDED BY GONIRACTOR. I I I ° / ' APPROVED INLET FIFE 87 12'0 HDPE OUTLET r NATIVE BACKFILL CLEAN OUT (SEE NOTES 5 t 6) STUB(SEE NOTES 5 t 6) 7)PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEi 415 REQUIRED,CONTACT CONTECH 1 1/2"-0" CRUSHED ( `` �, o STORMWATER 501 UTIONS FOR OTTttR,OPTIONS. u° I / (COMPACTED) �- PIPE SIZE b 8)ANTI-FLOTATION ELVIA9T TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR,IF RtUU:KED. BALLAST TO BE SET AGGREGATE BACKFILL AROUND THE PER114CTER OF THE STRUCTURE. (COMPACTED) y, ° /� U IE AS CALLED �' BAFFLE w V 9)ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAIN]cNANCF GUIDELINES FOZ MORE - ° OUT ON PLAN 2•-0' ROUND OR SQUARE SHEET 1("- / , METAL CATCH BASIN -- DEPTH AS _ INroRMAr1oN. I ° ,I I _, � REQUIRED. COAT WITH ASPHALT 3010 FRAME PRECAST MANHOLE =i I I� �°°°° �; III-I I i� � EMULSION INSIDE AND OUT. AS ND COVER(5TD) "".. - I --' MFG. BY LYNCH CO. OR EQUAL MANHOLE STORMFILTER- PLAN VIEW 1 STORMFILTER DATA I I ''_' � • /, I I��" �, � NOTE: RAN WALL TO BE 10 GA. z STTtUCruRE 1D _ =III= / • ==I I I=_ T VERIFY ALL WATER QUALITY FLOW RATE(cry) 0.20 I'- °, USE D.I. PIPE UNTIL 18 BELOW PEAK FLOW RAFT : ).8 cry +" I � REQUIREMENTS W GRADE. � _� 2.46 " " -III - III > JURISDICTION / RETUPN PERIOD OF PEAK FLOW(yrs) 25 '� ^ " III- I I(=- PRIOR TO START of i OF CARTRIDGES REQUIRED 6 PIPE ZONE ' • CARTRIDGE FLOW RATE 1,15 or 7.5 m 15 CONSTRUCTION " ••• MEDIA TYPE(CSF, PEFLITE,ZFG) �O'0 FRAME Ar;D RIM ELEVATION 1 69.50 BEDDINGv u III__.. - CONCRETE COVER(STD) I' CATCH BA8tV PROFF . GRADE RING (SEt"nTE 4) PIPt DATA: ME ION MA'FR1AL DIAMETER - - - II+'►'� Tt�G 1 N ♦`rJ/n INLET EIRE r I46,131001 6 - 3/4'-'0 PIPE BEDrIIJGNOT .0 SCALEjINLET PIPE r216 1 2' ATERIAL Ij OUTLETSTUD 16 12 STEP(1P) MANHOLE STORMFILTER-TOP VIEW 1 ECCENTRIC REDUCER YESwo 51ZE N INLET PIPE !7� HDPE OUTLET SAWD COLLAR. 2 ANTI-FLOTATION BALLAST WIDTH HEIGHT 25, G 1 (SLE'NOTES 5 t 6) R15ER WITH �� OUTLETSRC KORO I - SCUM BAFFLE K15LK �- 12'0 OUTLET STUD NOTE.VSPECIAL REOUIREMENTS: PIPE ORIENTATION KEY: /'I""\ 1pRNw M� WT� EXPIRES: 6/30/07 MOLDED-IN CUT UNE �^ P--- EF N MIN �-o NOT TO SCALE (SEF.NOTE 7) - 8.0 OUTLET STUD 180' � � 6AUAST N ~ (SEE NOTE 8) 270' HEIGHT I SEE DETAIL 2/2 a ' OUTLET PIPE UNDERDRAIN STORMFILTER CARTRIDGE (DY CONTRACTOR) MANIFOLD (TYP)(SEE NOTE 2) ' f (COUPLINGTKCTOR) O MANHOLE STORMFILTER - SECTION VIEW A (SEE NOTE 6 1 �- (SE MOTE 6) I fIK 9TORAAom MAL(AGdKIR I ��� SI:OUT Th?9T,M�r�*M,(M(1R U.S.FATENT No.5,322,629. "° 5'7°'52'No,6,027,639 MANHOLE STORMFILTER -OUTLET DETAIL 2 No.5.707,527,No.6,027,639 u.5.FATENT No.5,322,629, (BY CONTRACTOR) No.6,419.046.No.5,624.576, No.6,649,040,No.5,624.576, '1 9olUy0fM AND FATMT9ThM U•S.AND FORE"RNOING -� A!A t7'ATr U.S.ANO r'oII[,GN ,NII�MY SoMRb•n 2 rAT[NTs►n+aNG CONMM0 PRECAST 72"MANHOLE STORMFILTER PRECAST 72"MANHOLE STORMFILTER PLAN AND SECTION VIEWS 1 TOP AND SECTION VIEWS, NOTES AND DATA 2 �._� _ STANDARD DETAIL 1� S101irN11YATtR STANDARD DETAIL II�I��At111 M7E OM7Mi0! lCII•L•IIOIE RENAME:MMf7 Y1►GOTL dUWNt MJW CIMCJ®:M10 a•1lyd,•b-nwnl•r.o•m (IML:LIYt�Os WALL-NOW fLLNYI•Lfi:•NMF7-?zc4TL OIIAYNk•lMl dEpQD:M6 RIM-173.50 MATCH F.G. 1 - J - Q STANDARD FRAME AND COVER - GROUT - 4' CONCRETE EXTENSION RING FINISH GRADE. INSTALL AS REQUIRED TO BRING -- OVERFLOW EL. 168,55 6 / MANHOLE COVER & FRAME TO �r' SEE PLANS. - DESIGN GRADE - MAX. 3 RINGS OR 60" FLAT TOP PRECAST 12a MAX. 04 MANHOLE W/ STEPS ' ORRICE, IE=167.40 1.5' VARIES ECCENTRIC MAN 40LE TOP BORE 1.8' HOLE �- ANCHOR. RISER 5�NEPR GATE WITH - PIPE AS NEEDED WITH -<, CONTROL ROD ATTACHED - HILTY 150 INJECTION 4 TO TOP STEP ADHESIVE ANCHORS STANDARD 48" MANHOLE RISERS 1 ==) I h I RUNGS MO .C. 6" STORM PIPE O 0.5X - 6" STORM PIPE LOCATED ON VERT. FLOW I IH65 SIDE OF MANHOLE, "III II ""I WITHIN 24" OF IE IN 165.60 -3' OF 1'- O" COVER AND FLOOR 4' / - RAM-NEK JOINT MATERIAL OR EQUAL STANDARD M.H. / NOTES BASFROCK ST - COMPACTED SUBGRADE1. POURED CONCRETE BASE-5 12"x 12" CROSS -- RUNGS 12' O.C. z SACK MIX, 3000 P.S.I. AT LOCATED ON VEPT., 1. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1-1/2' TO 3'. 28 DAYS. IE OUT 165.50 SIDE OF MANHOLE WITHIN 24' OF � 2. FORM GROOVED INVERT AND a COVER AND FLOOR a> 2. PANELS SHAH BE 5 FEET LONG. MAKE SURFACE SMOOTH TO 0 8' TO 24" DIRECT FLOW. _2"/FT ORIFICE, IE- 164.00 �TTOM 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, SLOP BORE 1.3" Hl7LE IN REMOVABLE WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET, � i� -162.00 tNE]E ORA�10!� TM PROPptTY OF ORIFICE PLATE �' N IaPrEY =ALlllrl:E►� RIT wc. 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE S WE TIME AS THE CURB, , ' MIO RP ILO'To�[LTM aI Illuts lic THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MINIMUM 1/2- RADIUS. Aff Z r 0 WY MAWER ENDERI MIN rK PAUPER IIRI,'EW PERI 39% OF T.M. RIPPEY 5. nR&,• BLOCKOUTS IN CURF,S SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DU. PJC so \�.�� '�., `ti`s' `•'' " o@IgRTwc EW]A111EM INC, PIPE AT 2% SLOPE. CONIR,.CTION JOINT TO BE PLACED OVER PIPE. 6" OF 3/4'-0 12" MIN. OF DATE: May 18 2007 _- �- AT 95X OF MAXIMUM -- PROC,O3/4"-0" CRUSHED R VALUE ASTM 1557-C FTU NAI4F.: CLO.dw AGGREGATE COMPACTED TO 91% OF T-180 DRAWN BY: SAD CHWD BY: KIK SIIF.ET M 3Tom CLW 4 4W A� MANHOLE / 5*NN CONTWX MMS ME 3+O NOT TO S1 '_E Ca7.O NOT TO SCALE C3.Q NOT TO SCALE -` �- CIO � (; OF IO I Permit Submittal - May 2007 PRn!K-T No.: 6T3 , _ � .•.._.,....,-,«a»+,+.,wr.'., '..,....,.c. . _.:wu...., ...,..,.... ...,...,...e,,..,.a�.,,wm,.,,lw..,.�y.,y,.. 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Z ° ,,t. 3 c I 1e2.5e c F a =2imwm 39.3 I . 56• \`� __ T 9 I W tit FF 178.28 FF=182.28 1 1 j1yI`�jJ\ I x INSTALL CB PROTECTION (TYP) -� NCNG r Ik I - INSTALL SEDEMENT FENCE {5is w to 16'1 � •,, 0 ! � 1Ac n -" 18(1.0 _.1 _ - � _ ___�__-."_,*-+•`'�1� -�,.--•Y 11Q OIUNI08 AI[TIM PIIOPGTY 0f 1 1 ` 170 l�1� �j I 1 78 1 IF;I ---- -. '_ ��r 18!.9 TA.�1EY OOIUTM Dweam NC. \ \ 1 l ^� I ( , • AM AK MIT 10 E UM CR X110== 117; 1- 183.6 I J •183.6 • 185.5 N IWI NANO DM T A1N 11E PII m �, • _._.__�_... 183.0 iH4.4 17T.M.MI11F11 PEIIINMON OF ItlPPEI' w"Im DIpE015 W. y r r,r,.; I9p1 119.4 t�NC ` 1 iHfi.:S4 DATE: Ms I_�_8,2007 _ ' ��r , '1 �` _ _ �. .- 6 .- I 1aU - C ;91.8 8187 . - G CA ,;I , , �,,.F., 'vr ' • - I 1 1•..� (�•�•'I/- / _, .� ` Q1' V 1as.7 - i a i t 4 1 BLZ-Ji f.'' r: 1.2 J"I FILE NAME: C4.0.dwe X / 1794• ` ; 1H,U DRAWN BY: SAD ' I�ilYr , r .6`'� �,� .�• - -�. O.. - ..,. �' .__tea ' .41T - K- _ lyj:Y� L 0"q b b�.., 134.3 j 1!38.58 ABY:% lcnc _ 'Ax qi ^�t1 ;1?t• • `---�, -� '\ � H1H 'ery'\�� `' ��ii C4,00 \. \ • ,6,3 4041: r ' W Permit Submittal - May 2007 PROJECT Nu.: 1 \ 6273 ill IN i 1 4t',I i •. _ - ,�.. . ., . .. _. _ _ . u [�. a vn, , m,n••+Swore • �T1'IrTjl >P • � II. . . , h qq Yw.•':•nwr..-w• ..._ . ..._,.•Wr+re..w ,[r•..,�:Wrl..•,eAr.�Sa++nMa MJRf✓..�..w.. w••lu +.}.,:sf.,w,.s.. .u,YtI.R...• .'/!.. • 1 w.•.•iNl�.�.•i•►M1Ms•�.�,.Y••w,r..r;.n•.••fAi•h �riR.+c.�.-iwi►,•wrtw,�alr.�o+,•w,.+r+•a.ww ..� „ ".•MYr•rem•wHr:...+n••Mnwnrw-•ummurw'.ou,.,.•^JwwM�.•C».1"�.•Ml�.r. S;. • .. .._r, - ..�.wMMa•.+w.ww..•`+r,••,...en,,.-.1..•.. . -• +« - TJ...nMY tial" 'I Ni 1; S.l. •9;4 f!� Ft; i a M iF y7 SEDNENT FENCE CONSTRUCTION NOTES EROSION CONTROL PLAN GENERAL 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 N USE OF STANDARD OR HEAVY DUTY FILTER FABRIC SHALL MEET DESIGN STANDARDS. SYNTHETIC FILTER FABRIC INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURE.. :,ND CONSTRUCTION LIMITS. SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF (SCHEDULE A.5.8.1.(3)) 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 SHAT BE BASED ON STANDARD ENGINEERING PRINCIPLES FOR DESIGN. PLAN MUST BE INSTALLED IN SUCH A MANNER TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER S; 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 NCT OCCUR. (SCHEDULE A.3.A.) AND (SCHEDULE B.3.B.) 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 SPACED A MAXIMUM OF 6 FEET APART. THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT REGISTRANT UNTIL FOAMALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL DEVELOPMENT AGENCY AND 3) FILTER FABRIC FENCE SHALL HAVE A MINIMUM VERTICAL BURIAL OF B INCHES UPHILL. (RECOMMEND 12' VEGETATION/LANDSCAPING IS ESTE,^,JSHED. THE PERMIT REGISTRANT SHALL BE RESPONSIBLE FOR DOWNHILL.) Al!_ EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE FIRMLY REDEPOSITED MAINTENANCE AFTER THE LOTS ARE APPROVED, UNTIL THE LOTS ARE SOLD AND THE 1200-C PERMIT IS �1 ALONG THE EN 'RE TRENCHED AREA ON THE DOWNHILL SIDE OF THE FENCE. TERMINATED. (SCHEDULE A.4.A.) AND (SCHEDULE 0.3.) w t) THE 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 EXPANSION RESTRAINT 2 EACH INTENDED USE AND WITHSTAND NORMAL WEAR AND TEAR. EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, OR FEDERAL. Z (V4' NYLON ROPE DUMP STRAPS REGULATIONS. (SCHEDULE A.5.A.) AND (SCHEDULE A. 6.A.) ul 2 FLAT WASHERS) S) WHERE PRACTICAL THE FILTER 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 BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, 2"X2' POSTS SHALL BE INTERLOCKED WITH BEFORE VFGETATION IS DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND EACH OTHER AND BE ATTACHED SECURELY. F,iC`APTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE 6) SEDIMENT FENCES SHALL BE INSPECTED BY APPUCAN'/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT NON-ST)RMWATER POLLUTION CONTROLS. (SCHEDULE A.5.B.11.(2)), (SCHEDULE A.5.8.11.(7)), (SCHEDULE [�• Z LEAST DAILY DURING PROLONGED RAINFALL. ANY RECUIRED REPAIRS, RELOCATIONS OR ADDITIONS SHALL BE A.7.D.112)) do (SCHEDULE A.7.F.) C-' U M/DE IMMEDIATELY. 6. BEGIN LAND CLEARING, EXCAVATION, TRENCHING, CUTTING OR GRADING AND EARTHWORK-SURFACE ROUGHING AFTER INSTALLING APPLICABLE SEDIMENT, EROSION PREVENTION AND RUNOFF CONTROL MEASURES NOT IN 7) AT NO TIME SHALL MORE THAN 10 INCH DEPTH OF SEDIMENT BE ALLOWED TO ACCUMULATE BEHIND A SEDIMENT THE CMRECT PATH OF WORK. (SCHEDULE A.5.8.11.(5)(A)), (SCHEDULE A.7.C.L(1)) AND (SCHEDULE A.7.C.11.1(1)) INSTALLATION DETAIL BAG DETAIL FENCE. SEDIMENT SHOULD BE REMOVED OR REGRADED INTO SLOPES, AND THE SEDIMENT FENCES REPAIRED AND 7. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED RI'-ESTABLISHED AS NEEDED. AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. (SCHEDULE � PROFFr A.5.B.11.(5).(B), (SCHEDULE A.5.B.11.(5)(C) do SCHEDULE A.5.8.11.(6).) V a 1 xt4t `r�0 8. WET WEATHER BMPS: CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF 15M + BARE GROUND ON SLOPES GREATER THAN FIVE (5) PERCENT FROM OCTOBEI, 1 THROUGH MAY 31 EACH --- FILTER FABRIC MATERIAL YEAR. (SCHEDULE A.7.A.1.1 fiN .36" WIDE ROLLS 9. WET Wl'AThER BMPS: TEMPL`RARY STABILIZATION OF THE SITE MUST BE INSTALLED AT THE END OF THE . r � SHIFT EEFORE A HOLIDAY OR WEEKEND OR AT THE END OF EACH WORKDAY IF RAINFALL. IS FORECAST IN THE NEXT 24 HOURS AND EACH WEEKEND AND HOLIDAY. (SCHEDULE A.7.A.11.) �\ KK i 10. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER PAEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCI aTED ROOTING ZONES AND VEGETATION AREAS TO BE EXPIRES: 6/30=C7 1' REBAR FOP dAG PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BET`.NEEN THE SITE AND SENSITIVE AREAS (E.G., REMOVAL FRjM INLET--\ m WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. PRESERVE EXISTING \ M VEGETATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. (SCHEDULE A.5.8.1.(1) do (2)) AND (SCHEDULE A.7.C.111.(1)) FOAM ct _ -2 x 2 WOOD POSTS, (STANDARD 11. PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL. EXPOSED AREAS TO PREVENT FROM BECOMING DUMP STRAP�� AL BETTER) OR A SOURCE OF EROSION AND REMOVE ALL TEMPORARY CON TOL MEASURES, UNLESS LOCAL ORDINANCES � so ALTERNATE: STEEL FENCE POSTS. REQUIRE OTHERWISE, AS AREAS ARE STABILJZED. (SCHEDULE A.5.8.11.1(8)) AND (SCHEDULE A.7.C.11.(2)) DUMP STRAP 10 12. ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER Q 1' REBAR FOR BAG NOBS: PERMANENT COVERING; OF EXPOSED SOIL IS ESTABLISHED. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX pG REMOVAL FROM INLET 6-0 MAXIMUM SPACING 1. BURY BOTTOM OF FILTER FABRIC USED. (SCHc:1ULE A.7.C.111.(3)) do (SCHEDULE A.7.C.111.(4)) Q pG 12" MINIMUM VERTICALLY BELOW FINISHED GRADE. 13. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ALONG THE SITE PERIMETER ON AU_ DOWN 2. 2' X 2' FIR, PINE OR STEEL GRADIENT SIDES 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.1.(1) - (2)) .0 FRONT VIEW 3. STITCHED LOOPS TO BE INSTAWED 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES EACH SITE MUST HAVE GRAVELED, PAVED, OR CONSTRUCTED ENTRANCES, EXITS AND PARKING AREAS WITH EXIT TIRE W;SH Tv REDUCE THE TRACKING OF SEDIMENT ONTO UPHILL SIDE OF SLOPE. PUBLIC OR PRIVATE ROADS. (SCHEDULE A.7.D.111.(1)) V) p SILTSACK• 4. COMPACT ALL AREAS OF FILTER FABRIC 15. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER 'NATER-TIGHT TRUCKS MUST BE USED OR LOADS OR EOC TRENCH. MUST BE DRAINED ON-SITE UNTIL DRIPPING HAS BEEN REDUCED TO MINIMIZE SPILLAGE ON ROADS. n (SCHEDULE A.7.D.111(3)) FILTER FABRIC MATERIAL 16. TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES AND PROTECTION OF 'STOCKPILE LOCATED ANGLE BOTH ENDS OF FILTER FABRIC I AWAY FROM CONSTRUCTION ACTIVITY MUST OCCUR AT THE END OF EACH WORKDAY OR OTHER BMPS, SUCH d FENCE TO ASSURE SOIL IS TRAPPED USE STITCHED LOOPS OVER AS DIVERSION OF UNCONTAMINATED FLOWS AND INSTALLATION OF SEDIMENT FENCES AROUND STOCKPILES, 2' X 2' POSTS MUST BE IMPLEMENTED TO PREVENT TURBID DISCHARGES TO SURFACE WATERS. (SCHEDULE A.7.E.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, y VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE, OTHER CLEANING AND MAINTENANCE _ ze ACTIAIIES, AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND t0 OTTitk OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES ° COMPACTED NATIVE SOILFROM CONSTRUCTION OPERATIONS. (SCHEDULE A.71.1.1(2))18. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, AND p DISPOSAL. (SCHEDULE A.71.111.(2)) O INTERLOCKED 2" X 2" POST'S 19. SOLID WASTE AND HAZARDOUS MATERIALS MANAGEMENT. FOLLOW PROJECT WRITTEN SPILL PREVENTION AND ° ° AND ATTACH RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES; pa p 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. TOP VIEW SIDE VIEW (SCHEDULE A.7 E.111(3)) J o ° B 20. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS, CONCRETE O n WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING 0 _. P p m 3 SENT FENCE CONSTRUCTION AND MEET ALL STATE AND FEDERAL REGULATIONS AND APPROVALS. (SCHEDULE A.7.E.IIL(4)) Q ESA21. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. ° NOT TO SCALE DURING THE CONSTRUCTION PERIOD, THESE MEASURES MUST BE UPGRADED AS NEEDED TO COMPLY WITH z 1 to p ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS. CHANGES /I p TO THE ESCP MUST ALSO BE SUBMITTED IN THE FORM OF AN ACT10N PLAN TO DEQ OR ITS AGENT FOR ✓ APPROVAL. (SCHEDULE A.7.F.) ♦� P 22. SIGNIFICANT AMOUNTS OF SEDIMENT, WHICH LEAVES THE SITE, MUST BE CLEANED UP WITHIN 24 HOURS AND V.r 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 �J SAME 24 HOURS. ANY IN--STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE 1 CATCH SAM INSERT BAG OREGON DIVISION OF STATE LANDS REQUIRED TIME FRAME. (SCHEDULE A.7.F.1.(1)) 23. VACUUMING OR DRY SWEEPING MUST BE USED TO CLEAN-UP RELEASED SEDIMENT AND MUST NOT BE w INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES. (SCHEDULE A.7.F.1.(2)) ! A NOT TO /CALL 24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH 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.I.(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(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.F.11.1(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 OPERATIONAL PLAN THAT MAY BE NECESSARY TO i TREAT CONTAMINATED CONSTRUCTION DEWATERING OR SEDIMENT AND TURBIDITY IN STORMWATER RUNOFF. (SUHEDULE A.7.F.111.) 29. SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY DAYS OR MORE, THE ENTIRE SITE. MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPOPARY SEEDING, OR OTHER METHOD. (SCHEDULE A.B.A.) 30. SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN (15) DAYS OR MORE ON ANY SIGNIFICANT PORTION it 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 WORKi. RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.B.B.) 1NM I)IIIAVIIIIIIIIIII ml`flit t#@MIV ar TjL31. DAILY INSPECTIONS WHEN RAINFALL AND RUNOFF OCCURS OF THE BMPS AND DISCHARGE OUTFALLS MUST BE No Mill: 10 K un°mss MO ME NDT W E 11lED at ItF�IlE11�D THE PROJECT ESCP INSPECTOR. THESE INSPEC11ONS AND OBSERVATIONS MUST BE RECORDED IN A LOG w MY wmw ourT vm TIE HItQOt THAT IS AVAILABLE ON SITE. (SCHEDULE A.6.B.1.) !1r (SCHEDULE B.1.8(1)) c000llLls MT.M . taPver 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: May 18,2M WORKING ORDER PRIOR TO THE SITE BECOMING INACTIVE OR IN ANTICIPATION OF SITE INACCESSIBILITY AND F71.ENAME: C4.l.dwg MUST BE INSPECTED VISUALLY ONCE EVERY TWO (2) WEEKS DURING INACTIVE PERIODS GREATER THAN SEVEN DRAWN BY: sAp (7) CONSECUTIVE CALENDAR DAYS. (SCHEDULE BA.B.(2)-(3)) `HKT)BY: K,K 34. IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ACCESSIBLE DISCHARGE POINT OR SHEFr DOWNSTREAM LOCATION DURING PERIODS WHICH TIE SITE IS INACCESSIBLE DUE TO INCLEMENT WEATHER. (SCHEDULE B.1.8.(4)) 0401 ' $ 000 1 Permit Submittal - May 2007 rRotecr No.: 5V3 rjT T �T r'low,'111MV,T H r r�T�rJr T T r -minI ,, F Will III 1111111111h,141111 111 ' • � a1 va tiII , wJ,"M... ....n.-�-..,.r- .._ .-..- _..,._ _.....w ..-.._...y .....__ .- . .w�.n,r'. .. ... w:. .w ..r.,.•nw•. -,.. w.- ...� r. n..._. . w- .. . ..._ ..w.•M,, �✓.Nk./•..a. �,r..�e'�...rv•�...i,� .. .•�Ik.�.r ..L'Mf.i.e... . A4'-....�M.�'.'�.Yb".►1Ww'.O"v. .. �Ib�YnO.Y�I'1'r��. .-.... ......... ..._ ........_.-.. - i-.. ..h.C..n J.�.u1.r... a ... .. N�1 w,�."u"Me.n,•R ti•MSH._.IYI1La7'►a�w.1'. dteN-Wr •�vr..w.rv.W're..-_....c_..!xn.Li. 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