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Plans (3) SIT2010 - 00008 F1 me lectuNre LLP 2525 East Bumside St. Portland,OR 97214 k , � 503.226.3617 phone 503.226.3715 fax I seallp.com ;'. i, I t ks.'tj)I , SURVEYED FEATURES NOTES: BOUNDARY NOTE: _._. 1 BUILDING THE PROPERTY BOUNDARY SHOWN IS BASED UPON CS 25299, PERMIT SET WASHINGTON COUNTY SURVEY RECORDS. NO ADDITIONAL TITLE OR 2 3' HIGH DECORATIVE METAL HANDRAIL BOUNDARY RESEARCH WAS COMPLETED FOR THIS SURVEY. SET _ . ...'' .. 3 BUSH HEDGE .......... 4 AC CENTRAL AIR CONDITIONING, c 1.9`L X 1.9' W X 2.55'H _- 5 POWER RISER 2.7'L X 2.7'W X 1.6'H �i 0 6 UNDER GROUND POWER UTILITY DUCT UTILITY NOTE: 2 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM LOCATE PAINT f UNDER GROUND POWER VAULT 1.3' X 2.1' MARKINGS TIED IN THE FIELD SURVEY AND AS-BUILT DRAWINGS PROVIDED BY / 8 CABLE TV RISER 1.45'L X 2.5'W X 1.7'H UTILITY COMPANIES. THIS SURVEY DOES NOT SHOW ANY PAINT MARKINGS 28 / �\ PROVIDED AFTER THE FIELD SURVEY WAS COMPLETED. AS-BUILT DRAWING \� INFORMATION THAT WAS NOT PROVIDED IS NOT REFLECTED ON THIS SURVEY. l ,1 WOOD DECK WITH WOODEN RAILS AS-BUILT INFORMATION. IF PROVIDED, WAS USED TO IDENTIFY UNDERGROUND c s 10 WOOD RAMP WITH WOODEN RAILS AND METAL HAND RAIL PIPE SIZE AND TYPE. IF NO LOCATE PAINT MARKINGS WERE PROVIDED, AS-BUILT 5 ' INFORMATION WAS USED TO HORIZONTALLY LOCATE THE UNDERGROUND UTILITIES. 8 \� 11 CONCRETE WHEEL CHAIR RAMP WITH 3' METAL HANDRAIL THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES Cip UTILITIES SHOWNEOF ALL MAY NOT BE FINUTIU11ES IN THE AREA. THE UNDERGROUND THE EXACT LOCATION AS NOTED ON THIS 12 PARKING LOT SURVEY, BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE 13 ROCK WALL INFORMATION PROVIDED. MANHOLES OTHER THAN SANITARY AND STORM SEWER �b G�f; \\ WERE IDENTIFIED BY MANHOLE LIDS AND MAY NOT BE LABELED CORRECTLY. 14 WOOD SIGN SIZE AS DENOTED UTILITY LOCATIONS SHOULD BE VERIFIED BY OREGON UTILITIES �� 15 ABANDONED POWER POLE NOTIFICATION CENTER IMMEDIATELY PRIOR TO ANY EXCAVATION. 2t 16 �o 16 OVERHANG UTILITY LOCATES WERE REQUESTED APRIL 11, 2006 AT 1:00 PM. UNDER \X TICKETA TICKET N0. 6067940 I 18 / 17 PARKING SIGN 4"W X 6'H X 5.3' L _ . . FOLLOWING IS A LIST OF UTILITY PROVIDERS NOTIFIED: TAX LOT 100 F.F. FF 12// o s9y \\ 18 LUKE DORF SIGN 4"W X 6'H X 6' L N.W. NATURAL GAS* GTE 191.87'-� 191'.85-11 // 23 \� 19 CONCRETE LANDSCAPE BORDER 2" WIDE PGE CITY OF TIGARD COMCAST OSHD(DOT) o o 20 AREA DRAIN 2.05' UNKNOWN CONNECTION PER LOCATE VERIZON MCITVW 21 6" CONCRETE WALL F.F. // ``s�• \ * - DENOTES ASBUILT MAPS RECEIVED 191.80 22 FALLEN FENCE AND LIGHT POLE /F.F. 19 UTILITY LOCATES WERE AGAIN REQUESTED JULY 10, 2007 UPDATED FIELD p� 2 / 191.79' \ 23 ASSUMED UTILITY CONNECTION UNDER TICKET N0. 7136970. TOPO 07/23/07 �O,�0� \\ TAX LOT 1200 16 I 24 TELEVISION LOCATES END, POSSIBLE UTILITY IN THIS AREA NOT LOCATED ADDED UTILITY LISTING: AT&T CORP 1ky�� \\ 21 11 // y `�� CITY OF TIGARD 25 SANITARY PER ASPHALT PATCH, NO LOCATES PROVIDED '�' \ / TAX LOT 1 300 L=32.00' 26 POSSIBLE STORM SEWER IN THIS AREA, NO LOCATES PROVIDED ® \ / R=20.00' , 82009-00003 13 POSSIBLE UNDERGROUND TELEPHONE IN THIS AREA, NO LOCATES PROVIDED \\ j! o� // i J 5 28 UNDER GROUND UTILITIES IN THIS AREA, LOCATION SHOULD BE VERIFIED 21 GC \ Glk // 194 36' 17� � 28 � 4 O o 29 CARPORT �. `S'G,P4OyC� \\ / 1 24 RFs,+ 0 \ / F.F. , a 3 luke 4orf int. 30 ALUMINUM COLUMNS 0.8'X0.12' TYP. �` '� G 0`t' ❑ O� \ / 4 191.94' 3 T a healing communt L 31 CHAINLINK FENCE (5' HT.) � ° y UPDATED FIELD TOPO 07/23/07 32 RIGHT TURN ONLY - SIGN bs• 22 / 10 c / 33 AIR CONDITIONER UNIT �y� 0 31 �°�y y 25 0 34 CONCRETE WALL (WITH ROUNDED TOP) `SpO� fit' :.n-..., D "tii./ ■ I ■ 1/'r TOPOGRAPHY LEGEND / F.F. � •• •--� ' _ __ 182.78' �• ,,r -14 - STORM SEWER LINE - WATER SPIGOT (TAP) ; O 8j? © y�Op s9y ' ,:' 27 ��� 15 (�I CAMPUS --•—W - UNDERGROUND WATER LINE •`L �!. L9 1 ® - WATER METER r�� tic E - UNDERGROUND ELECTRICAL LINE ,t FIRE HYDRANT TAX LOT 1400 �s •� GAS - UNDERGROUND GAS LINE �\ ?,• �,yg 27 WATER VALVE SAN - SANITARY LINE (�Q WV - �� 5� T - TELEPHONE LINE LIGHT POLE s,� TV - TELEPHONE LINE - bS• F.F. OE - OVER HEAD ELECTRIC LINE ® - TELEPHONE RISER `3�� O 189.21' ® - POWER METER 12 �� �. 11895 SW GREENBURG RD. - WOODEN FENCE �1 33 1 I I \ C.> ® - CATCH BASIN �0 /,/� 26 - / a F.F. ��\ o°� `� TIGARD, OREGON 97223 EXISTING CONCRETE SURFACE Q POWER RISER 188.77 ! (PORCH) STORM MANHOLE 2g `� \ :'s`'.." �• / 8 20 34 r CONIFEROUS TREE C.>• / ` EXISTING ASPHALT PAVING - DECIDUOUS TREE 30 =:. ;, ❑2 D F. GV EXISTING - GAS VALVE :..,.,. EXISTING BRICK SURFACE n - STOP AHEAD SIGN �"6'?s = / CONDITIONS V....:. ® - UNDERGROUND POWER VAULT F GUY WIRE d _.. 32 CITY F TIGARD p•pp ._ ..c.: ..4:.h '^t'M�V�.i •w ±•wwww•ww s .4�.rwrmr -0- POWER POLE Conditional) Approved..... :••., ... EXISTING GRAVEL SURFACE - •::�', •;:�:= Y .......w• f - POWER POLE WITH UNDERGROUND Y See Letter to:Follaw,w... .r........... ...::c• :'.::`•i:.^..• hed............ Q - TELEVISION MANHOLE - POWER POLE W/LIGHT .•. _,,.' , ' : PermltNumber. :.. s` Ad s° ` ° -� - - ;w Job No: 0545 ID - CABLE TELEVISION RISER F.F. - FINISHED FLOOR ELEVATION ' BY File Name: Q - GAS METER o _.. . -. • - OIL FILL - FOUND MONUMENT Approved plains SCALE Date: 09.14.2009 1:20 shall be on job site. GRAPHIC SCALE 20 0 10 20 40 so ©Q` Rev: 03.04.2010 - PERMIT SET OFFICE CHIP _ Y ( IN FEET ) 1 inch = 20 ft. Harper Sheet No: Houf Peterson Righellis Inc. E N G I N E E R S • P L A N N E R S 4 LANDSCAPE ARCHITECTS * SURVEYORS 205 SE Spokane Sreet,Suite 200,Portland,OR 97202 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171 :3 GENERAL NOTES — --.._.SAN--- — -'._ --- Metel - —SAN—. ---------SAN --- —SAN —__— Sh,�J --__ - - —SAN...___---- —SAN --SAN---- � --- __-_ --__ SA(�J--- _—. _-----SAN -------_--- .. N -__-----_—___—SAfi___.________._.. — z, � c__._-. __ -� WORK SHALL CONFORM WITH THE CITY OF TJGARD STANDARDS, THE E OROUS PAVERS P) f INTERNATIONAL BUILDING CODE (18C), AND THE UNIFORM PLUMBING CODE (UPC). arc u r A ECTUR L L S _ __ — __ L L P - -- -- - —" - -' - - - - THE LOCATION AND DESCRIPTIONS OF EX/STING UTILITIES SHOWN ARE COMPILED 2525 East Bumside Sf. ;i-:y"---":y w —.__ w w w W W w w W w w w --www- —'•`-__.. -- -- --s-'_�C`-� w i a� -- - -- — Portland,OR 97214 .17 w w w - - °- w w w �' ,w FROM AVAILABLE RECORDS AND /OR FIELD SURVEYS. THE CITY OR UTILITY w 503.226.3617 phone I COMPANIES DO NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF w w �w w `" �_.-�`4l •` w w w w W w w W w w ""JW ..,.._ w w w w w W "�`- w W W w w / w I 503.226.3715 fax W w w 1 W W w W w W w j' w W W w �W •w W w w w j � SUCH RECORDS. EXISTING TOPOGRAPHIC INFORMATION SHOWN IS BASED ON seailp.com w w W �w w W W SURVEY PERFORMED BY HHPR 1. ELEVATIONS BASED ON CITY OF WASHINGTON COUNTY BENCH MARK NO. 486. THE BENCHMARK FOR THIS PROJECT IS BRASS DISC. LOCATED IN THE NORTHWEST • CORNER H RID R R X R TRACKS AND COMMERCIAL ST w w ".:.;.. � � .::. :: ..:. :.:...��.. :.. ,., . '.: _:,� � ;5.:, � .{ , .� .-,---- .•—.w.- :...� -. '.. �� (J � W w a, ww w w �` f - --- -- --- --- - w A DISC NORTHWEST CORNER OF SAID BRIDGE 2 FEET NORTHWEST OF A BRASS D w W w EROSION CON 7P w w , w ' 1 - I w w w W w v� MARKED "TIGARD 1946". ELEVATION = 193.968' " •. PERMLT SET _ __ FENI SEE DETAILS SHEET w / I : i t4 I wQ -a \� J THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO BID .1 f __— W w T %I ��. 5 RM TER � Www Yww t � , � 7 57 CONTRACTOR L NOTIFY EACH UNDERGROUND UT7L Y T LEA Y w , W 1 : _ 48BUSINESS-DAYHOURS PRIORTOEXCAVATING, BORING, OR POTHOLING. ALL i w w w w w w w w IN 0 P / iLER. - _ . I ` I W W 1 a' ,. w w UTILITY CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING W w w w 03 0 i _ ! w w Y OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OF ALIGNMENT ., SIG _... WAR ,;- ___ _ _ % W w ��-.� CONFLICTS. bN I'. (_INRc I , ( w /.."W__--, _Jo_ W V' PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL EXISTING w w w w " : ,j ►' ° �d'p w w W UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. COORDINATE WITH ENGINES /ARCH1 TECT. [� {� �] `fes' - W w W W PROPOSED t C VA}� ,.MEN1'. R Exrsrr G Q EROSION AND SEDIMENT CONTROL NOTES: -- w G �. w - ,-- w w r w a INSTAL CU1 fiUT" t ' o - -- x w W W C 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND TYPIC � ;:., .> c - .. . 1.. -t �o ( w w w W � (;' ) I ® w w w __i MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE W W w EROSION AND 1 OC CHAPTER ST AND FEDERAL REGULATIONS. ALL 0 1 N � WITH L CH TE 52 ATEA FEDE A W w TED, AND MAINTAINED LED, INSPECTED, SEDIMENT CONTROL MEASURES SHALL BE INSTAL MANUAPER L DECEMBER 2000.EROSION TION AND SEDIMENT CONTROL PLANNING AND DESIGN o W W w W w w w t w w 8• :' 2) THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, -_-__--_.-_... __ _______ --____-_ ----------------------- WT . 7 1 ' REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF wow C _ �� i I THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE w, w � � LOCAL JURISDICTION, AND VEGETATION/LANDSCAPING IS ESTABLISHED. THE OWNER E RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED UNTIL SHALL B VEGETATION/LANDSCAPING IS ESTABLISHED. W I 8 io 3 THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN ----- w CO TIES, AND IN SUCH A c3 1 G ,*', w o NN RC AS T IN AC NT LADEN WATER DOES NOT 1 ALL CLEARING AND GRADING i � s F 1 � MANE AS O INSURE THAT SEDIMENT AND SEDIMENT - j _ BUILDING ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER PROPOSED LOT L NE �� �,�. ° w w w w �/ STANDARDS. ___...._- -- _..___.._ _-_- _.____ - ADJUSTMENT. �[} 2 TA!` DARD CU B'( w w W i 4) THE ESC FACIL177ES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR _____._ . .-..___ _-__._"-_ _ .--._____"._-_- f ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC - D CITY O F T I taAR D � 1 FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AN .. - - w TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT LEAVE THE -- IcSDR2009-00003 S1 7E. — ----- - - wLAI w w °n°tea ; - 5) DURING ACTIVE CONSTRUCTION, ESC MEASURES SHALL BE INSPECTED AND 1 1 f_� ` Y ° PRfPDSEI�, SCRMWAER MAINTAINED DAILY BY AN EROSION CONTROL PLAN MANAGER (SPECIFICALLY tNFtLRA'TIfN'PLAI�tTE ' I� - DESIGNATED 8Y THE CONTRACTOR} AND MAINTAINED AS NECESSARY TO ENSURE lj PRD D Da inc . , THEIR CONTINUED EFFECTIVENESS. ESC MEASURES WILL BE INSPECTED EVERY 2luke dorf = _ w w - . , - WEEKS OR 24 HOURS FOLLOWING A RAIN EVENT OF 0.5 INCHES OR GREATER, GAR A I w w W � �� Ck� o> w W w '� + f �W DURING INACTIVE PERIODS. THE EPCM SHALL INSPECT ALL EROSION AND SEDIMENT >�'NC - a _- � W -. � : . . - : - ` :� ,, � (IS NG : � - � healing cr�mmun,�}�, r W w w ;1 i ;' CONTROLS AND COMPLETE AN INSPECTION LOG AND MONITORING FORM AFTER EACH "7 "t - 92' BUIL rNG �w ( i I INSPECTION. 1 .. 6) AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 THE - ..� BARRIER HEIGHT ____.____ -- _ STORM A .. _w 1, w ■ UE D '\wI R INC. w w 11NFIL A ' .1 PLANTS , # 7) STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF ------------- PROPOSED . w SIDEWALK (BY OTHERS} CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL CAMPUS w W w W W w W w W w w ,:.,' r • - ICAC) - w_ ,=-� W -- --+ MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN 4 w� w w w w w W w w � ". ., ;� ,,,,,. � �� Q I :: "`" _ ---- �W �` FOR THE DURA TION OF 7�IE PROJECT. DEVELOPMENT ; 1 w W W w w W W W W w W W W W 1 w w W W -C S sS',q ' : 8) STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL f I{ w W W w w w W W COMPLETED ANDjOR VEGETATION IS RE ESTABLISHED PAVEMENT SURFACES ARE W Q . > OROUa PAVERS w W ' ; w w w w w W W w W . w w i� INLET PROTEC71ON MEASURES SHALL BE IN PLACE DURING SAW CUTTING AC7IVITIES. w w W w E ARC I T A P) �"; � �'bg. '� � � � � 1 .. w W u• w W w w � w C��� W W W J• w w W w w W W I I ECT TwUI\ 4Ai 11 w w • ," .• * I ' - .• ' w W W 'v� ,Y w W (w W W f�" _.__..__.-___.. ..,._.._ ......_......___.._-._.___. _.__....__._ 7Q 9) ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO W w w w w w w w w w w w w 1 , w d w w w w w v w W 1 ` PAVING. THE CLEANING OPERATIONS SHALL NOT FLUSH SEDIMENT-LADEN WATER 11895 SW GREENBURG RD. - -t• - _._..____.. . -----.. ._.____._.__..---_... ..__.._.__,__ _.____._..._ ___-.._. INTO THE STORM WATER MANAGEMENT SYSTEM. - - W TIGARD, OREGON 97223 ../ w w w w 2:� DE GA 1 7 N w w w w w W w w w w W .°' �" ,' .t' ". : „,.�•^"!�"r*,,...W+�"'----d"" w ...w w w w w w w w w 10) PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS ._--..---._. .-___. -�- q(} w w w W •Y w _._.._. __ f__-�_ �...- w 4 PROPOSED POSSIBLE: _ r _ o D- ` "'.�. . - - - - - - - 11 SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1ST FOR EACH r_D _ __ - . -_o D . D o o o PHASE OF CONSTRUCTION. - ----.. - - " 5 - 9 Q v _; W___-1___ � - _ .:___. _-- ` _ _ _ -�,}' ._._.:_- ___-_ o_,. `_ ..- _ _ -- _ ;', ,-o--� �' ��� ;, c, DAILY, IF NECESSARY, T ALLEVIATE SEDIMENT GRADING _6__ / j _ p _ _- : _ _ _ ___--_ --�� . �-/ DISCHARGE TOTHESTORM WATER MANAGEMENTS STEM. UNFILTERED WASH WATER _' _ ---- y -- -- CANNOT BE DISCHARGED TO STORM DRAINS. EROSION CONTROL \� ( SID ALK TEMPORARY GR COV MEASURES MUST BE FULLY ESTABUSNED BY c 13) TEM ORAR ASS ER ME - C t?B_ _ - --- --- _ __ U _ ,. — PLAN s �_ .,.�..____ ._..�.�-.; _ � �--.�- �-- �- ��_ _-- --- �- ° •-!- OCTOBER 1ST. FROM OCTOBER 1ST THROUGH APRIL 30TH, THE WET WEATHER -- : o— o— C� ___ .____ _._ � __ —o __- _. ___ EROSION PREVENTION MEASURES WILL BE IN EFFECT FOR ANY EXPOSED SOIL OR -- - -- SOILS NOT FULLY ESTABLISHED. SEE THE EROSION PREVENTION AND SEDIMENT _____.-__ _ .__._ -_--- _ -- _____� ------- ---- - ._-__ /___ _____ --- CONTROL PLANNING AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS. ALL - INSTALL INLET PROTECTION AT DOWNSTREAMf INLET ALL FRONTAGE IMPROVEMENTS WJT �/ i SEE DETAIL SHEET C3.1 ;/ THE PUBLIC ROW UNDER A SEPARATE a) ``" � ,, --- -- - --- _� �--- ---- STOCKPILED SEDIMENT WILL BE COVERED WITH PLASTIC SHEETING AND ISOLATED PUBLIC WORKS PERMIT. - -- --- - WITH SILT FENCING OR CHECK DAM AT THE TOE OF SLOPE WHEN NOT IN USE. ALL _ _ _ -- Job No: 0545 -------- _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ NEWLY EXPOSED SOILS WILL BE PROTECTED WITH AN ADEQUATE GROUND COVER AT { \ THE END OF CONSTRUCTION EACH DAY. (STRAW, MULCH, COMPOST, WOOD CHIPS, File Name C'GV PLASTIC SHEETING, ETC. CONSULT THE DETAIL SHEET IN THE PERMIT OR THE S. W. CEN TER S T. � ) , \ _ - - MANUAL FOR SPECIFICATIONS). Date. 09.14 2009 �5 --- 0 5 10 20 Rev: 03.04.2010 - PERMIT SET EROSION AND SEDIMENT CONTROL NOTES CONT WET WEATHER EROSION CONTROL 14) THE OWNER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. SCALE: 1" = 10' ON OCTOBER 1ST OF EACH YEAR, IF THERE ARE EXPOSED SOILS, 15) IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST, WHERE ON-SITE OR DISTURBED AREAS, OR GROUND COVER VEGETATION NOT FULLY OFF-SITE DAMAGE 1S LIKELY TO OCCUR, ONE OR MORE OF THE FOLLOWING ESTABLISHED SUFFICIENT TO PREVENT EROSION, A SPECIFIC EROSION PREVENTATIVE MEASURES SHALL BE TAKEN FOR DUST CONTROL: CONTROL PLAN SHALL BE PREPARED BASED ON THE EXISTING AND 2.5" A.C. PAVEMENT, CLASS "C" EXPECTED SITE CONDITIONS USING THE WET WEATHER EROSION PREVENTION MEASURES (SEE EROSION PREVENTION AND SEDIMENT 2" CRUSHED ROCK 3/4" 0" ____- _______------- THE . A. TEMINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH CONTROL PLANNING AND DESIGN MANUAL CHAPTER 4 FOR 8" CRUSHED ROCK, 1-1/2" - 0" THE USE OF TEMPORARY GROUND COVER AND OTHER REQUIREMENTS). FOR SURFACE WATER FACILITIES, FIBER MATTING SHALL � ~� � � \� `'� � \� TEMPORARY STABILIZATION PRACTICES. ) -- ---_.-_ _- BE INSTALLED IN ALL AREAS EXPOSED TO WATER INUNDATION, FIBER III-III=1€-III-(1I�{f1=III-1I1-(ILII-11 FULLY COMPACTED SUBGRADE B. THE SITE IS SPRINKLED WITH WATER UNTIL SURFACE MAT77NG SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED PRIOR Ill-111 111111ilIII ISI=iil �- (95% COMPACTION-RELATIVE DENSITY) IS WET. REPEAT AS NEEDED TO PREVENT THE CARRY TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL OUT OF MUD ONTO STREET, REFER TO STABILIZED MEASURES AND SPECIFICATIONS FOR MATERIALS USED SHALL BE PER CONSTRUC77ON ENTRANCE DETAILS. PLAN OR AS SPECIFICALLY APPROVED BY THE ENGINEER AND CITY Hat—per ���� PflOF�s�� INSPECTOR. IF ANY ADD177ONAL AREAS BECOME EXPOSED DISTURBED OR 1 O Sheet No: C. SPRAY EXPOSED SOILS WITH A DUST PALLIATIVE. NOTE, STRIPPED OF VEGETATION BETWEEN OCTOBER 1ST AND APRIL 307H, THE Ouf Peterson �� s, sl " USED OIL IS PROHIBITED AS A PALUA77VE. PLAN SHALL BE REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AC PAVEMENT SECTION HATCH PATTERN J AND AS DIRECTED BY THE ENGINEER AND THE CITY INSPECTOR. PRIOR / TO NOVEMBER 1ST OF EACH YEAR, WET WEATHER MEASURES SHALL BE N.T.S. ighe fi s Inc. OREGON y � 16) STOCKPILES THAT WILL BE EXPOSED FOR MORE THAN 14 DRYS SHALL BE PROTECTED _ WITH PLAS77C SHEETING OR WITH A TEMPORARY GROUND COVER USED IN CONJUNCTION INSTALLED AND FULLY FUNCTIONAL. E NGINEERS • PLANNERS �G • 97,2�� WITH TEMPORARY/PERMANENT SEEDING. STOCKPILES THAT CONTAIN ONLY STRIPPINGS LANDSCAPE ARCHITECTS • SURVEYORSHAVN SHALL BE IMMEDIATELY COVERED WITH PLASTIC SHEETING. SEDIMENT FENCES SHALL BE 205 SE Spokane Sreet,Suite 200,Portland,OR 97202 M PLACED AT THE TOE OF SLOPE OF ALL STOCKPILES phone: 503.221.1131 www.hhpr.com fax: 503.221.1171 EXPIRES: 06/30//1 GENERAL NOTES A WORK SHALL CONFORM WITH THE CITY OF TIGARD STANDARDS, THE a r c I e u r e INTERNATIONAL BUILDING CODE (IBC), AND THE UNIFORM PLUMBING LLP CODE (UPC). 2525 East Burnside St. THE LOCATION AND DESCRIPTIONS OF EXISTING U77L/17ES SHOWN ARE Portland,OR 97214 503.226.3617 phone COMPILED FROM AVAILABLE RECORDS AND IOR FIELD SURVEYS. THE 503.226.3715 fax CITY OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY NOR seallp.com THE COMPLETENESS OF SUCH RECORDS. EXISTING TOPOGRAPHIC CONNECT EXISTING A#1 INFORMATION SHOWN IS BASED ON SURVEY PERFORMED BY HHPR HEET .1 -SA --SAN---SAN N "AN ------- SA N- --SAN S I.E. 1 .89 (P 6 MARK NO. 486. THE BENCHMARK FOR THIS PROJECT IS BRASS DISC. SAN 20 0 A F o 1. ELEVATIONS BASED ON CITY OF WASHINGTON COUNTY BENCH _ __ MIN) 17 72 0 21 LOCATED IN THE NORTHWEST CORNER OF HWY. 99 BRIDGE OVER R X R ------- -PERMIT-SET TRACKS AND COMMERCIAL ST: NORTHWEST CORNER OF SAID BRIDGE 2 0� 0� FEET NORTHWEST OF A BRASS DISC MARKED "77GARD 1946" INSTALL 0 EXISTING OVERHE 0 STRUCTURE, SEE .1 POWER TO BE ELEVATION = 193.968' fuu I RELOCATED 1 ,4 THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS UNDERGROUND. ------------ 757.541 TO 757.571. THE CONTRACTOR SHALL N07IFY EACH WO CONTRACTOR TO A-I'V ✓ UNDERGROUND U77LITY AT LEAST 48 BUSINESS-DAY HOURS PRIOR TO I-] L I T I I I I I I I 1 11 COORDINATE. LZ 1 EXCAVATING, BORING, OR POTHOLING. ALL UTILITY CROSSINGS SHALL L L-L-1 L BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO 8 L OF 4 ITARY 28 L ALLOW THE CONTRACTOR TO PREVENT GRADE OF ALIGNMENT S (MINJ CONFLICTS. ROPOSED STORM WA TER INFILTRATION PLANTER PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL CONNECT RAIN DRAIN TO EXISTING U71LITIES IN SERVICE AND PROTECT THEM DURING PLANTER PER DETAIL SHEET CONSTRUCTION. COORDINATE MTH ENGINEERIARCHITECT, 3.1. STORM DRAINAGE 4" RAIN DRAIN LINE, ------------ --------------- SANITARY j INSTALL PER PLUMBING 67 LF OF STORM DRAIN PIPE, BENDS, AND FITTINGS SHALL BE PVC (ASTM 3034, CODE ALIGNMENT MAY I S 27. (MIN) SDR 35 OR C-900) OR SMOOTH INTERIOR HIGH DENSITY POLYETHYLENE --------- VARY. (2% SLOPE MIN.) CORRUGATED PIPE AS PRODUCED AND SPECIFIED BY ADS, PRODUCT CONNECT TO ROOF DRAINS, (TYPICAL) NAME N12(TM), OR EQUIVALENT UNLESS OTHERWISE SPECIFIED ON PLANS. 0 C-) -------_---------- 0 EXI Cn G CONNECT RAIN DRAIN TO PRIOR TO TESTING AND INSPECTION OF THE STORM SYSTEM, ALL PARTS OF THE SYSTEM SHALL BE CLEANED OF ALL DEBRIS. G PLANTER PER DETAIL SHEET -------- ------ T 3.1. J TESTING OF STORM PIPELINE SHALL BE IN ACCORDANCE WITH CITY OF PORTLAND REQUIREMENTS. 4" PVC SCHEDULE 80 COMMUNICATIONS SLEEVE ------ ow AA TER NOTES T/V/ *0 ALL PIPE SHALL HAVE 36" MINIMUM COVER MEASURED FROM FINISH --------- GRADE _T ALL WATER LINE WORK IN PUBLIC RIGHT-OF-WAY, INCLUDING METER t BUT EXCLUDING WORK ON THE BACKSIDE OF THE DOMESTIC METER, --- ------- SHALL BE CONSTRUCTED BY THE CITY OF PORTLAND AND COORDINATED SDR2009-00003 BY THE CONTRACTOR. UPON COMPLETION OF THE INSTALLATION OF ----------- 1- iTHE WATER SYSTEM ALL LINES SHALL BE FLUSHED AND DISINFECTED IN EXIS77NG CONFORMANCE MTH HEALTH DIVISION GUIDELINES AND CITY REQUIREMENTS. THE CONTRACTOR SHALL TEST ALL LINES PER THE CITY REQUIREMENTS. luke dorf inc PRIVATE DOMESTIC AND FIRE SERVICE LINES 3 112- OR SMALLER SHALL 13E TYPE K COPPER OR SCHEDULE 40 PVC, LINES 4- OR LARGER TO 13E a healing communtty I CLASS 52 D.I. PIPE OR PVC PRESSURE PIPE (C-900 CLASS 150) 4 &ARBAGE ENCLOSURE °°°°` o YTARY CONNECTION 10 W POINT W1 CLEANOUT • ALL WATER PIPE SHALL COMPLY WITH CITY OF TIGARD, AWWA, AND UL R�.f ELEV.=186.55 STANDARDS, I.E.179.00 ONNECT RAIN DRAIN TO C < LUKE-DORF INC. V11 PLANTER PER DETAIL SHEET MISC. U TILI TIES 3.1. PR 0,pt ELECTRICAL, TELEPHONE, GAS, AND TV SERVICE SHALL BE COORDINATED P.R CAMPUS 4 BY THE CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY, T DEVELOPMENT COORDINATE LOCATION WITH OWNER ENCL 11 G SANITARY SEWER -------------- ___j- - - PROPOSED ST SANITARY SEWER PIPE SHALL BE PVC 3034 SDR35, CONCRETE ASTM C14, T FILTRATION PLANTER. 21- Lr T OR APPROVED EQUAL. ALL SANITARY SEWER CONSIRUCTION SHALL BE IN ACCORDANCE WITH CITY OF TIGARD STANDARD SPECIFICATIONS. ADJUST 11895 SW GREENBURG RD. > MANHOLE AND CLEANOUT RIMS TO FINISH GRADE. TIGARD, OREGON 97223 < 'DRAIN LINE, T ,PtR PLUA413IN6 L MEJN A 1QN' U'Y, TU IMPR EN HEMS. C N T TO ROOF,DRAINS," qNFq, Y, (217, SLOPE MIN.) I . . . FGO�H IN MN L 0 I PER LUMBIffG STORM DRAINAGE r11DF I. AIVAIT CODE 1 41 ------ POROUS PA EN I I - VARY 2 OPE N.). ECT RO INIS, (TYPICAL) + q, _­_­UTIL.ITY-PLAN 'V EXISTING NT BE ------- T z ► RELOCA RING Sf JECT ----------- > LO ON 7 E 7 �v, o' nTE; -PAR 4� INED wv ------------ 7 w --------- Job No: 0545 1> i> M -- -- __------ File Name: 0 Gv < G Date: 09.14.2009 G > --------_.------ -------------- PROPOSED FRONTAGE IMPROVEMENTS ------ UNDER SEPARATE PERMIT. Rev: 03.04.2010 - PERMIT SET ----------------------- ---------\ --------- EXISTING OVERHEAD POWER TO BE OGV RELOCATED S. W. CENTER ST. UNDERGROUND. CONTRACTOR TO COORDINATE. OE OE =0 E J ------------ Z FR Harper I N Sheet No: Houf Peterson '�+� `�' S8,58t � y, Righelfis Inc. EG 0 5 10 20 E N G I N E E R S * P L A N N E R S 17, LANDSCAPE ARCHITECTS * SURVEYORS H 'a I M161 co-"64r e 205 SE Spokane Sreet,Suite 200,Portland,OR 97202 SCALE: 1" = 10' phone: 503.221.1131 www.hhpr.com fax: 503.221.1171 6/30/ GROUT � PAVED AREAS I OUT OF PAVED AREAS FINISH GRADE •a r C i t e c t U r e STANDARD CAST IRON ��P 2 EACH � FRAME AND COVER Portland, Burnside2 St. DUMP STRAPS EXPANSION RESTRAINT I I=1 1-1 I 503.226.3617 phone ,� 5(33.226.3715 faX (1�4" NYLON ROPE, 2" FLAT WASHERS) ' r , r , r , r , r , r , _ _. / r , r , i t F r r r f r r i j p.com f � r � r � � � � r r � � r , r r� II--III=� I NATIVE - 2 MIN. Beau BACKFILL l {{ 1 SEE NOTE a SEE NOTE 3--\ \ COMPACTED » » INSTALLATION DETAIL BAG DETAIL ( �—III—{ FILL - � � 6 OR 8 PVC (314"BACKFILL \\ I (-1 I-1 I SIZE SE NPLAN) PIPE TAP (SEE PLAN) i DUMP STRAP ti t 1 1 1=1 I I © 45A BEND ti � 1" REBAR FOR BAG / / / / / a SEE NOTE d _ _..__ ---__._.. . .. __.., _____ , _ _.. REMOVAL FROM INLET e '`--- GRANULAR BACKFILL WYE BRANCH I PIPE TO PIPE » :, » Ifl ALL SIDES / / / <r 6 OR x6 , 8 DUMP STRAP '� / / / / / / II=III- w / OR 10 (SEE =III=III_ BREAK OUT WALL 2" MIN., 4" MAX CLEAR OF PIPE WALL. GROUT SPACE MTH NON-SHRINK PLAN) t SILTSAGK / / / // /// MANHOLE 6RdUT. _ - -_- ___- --------- (2) -- ,/ , / OR STAINL SS STEELS LIAMPS OR APPROVED EQUAL PROVIDE & SECURELY 4 � / / / / ,/ / CATCH BASIN » » ��-� _-- / CUT HOLE INTO PIPE AND INSTALL FOWLER INSTALL PLUG (END OF LINE ONLY) SEWER BOOT TAP OR APPROVED EQUAL. NOTE: CAST IRON FRAME AND COVER SHALL BE ___ ._____._______._-_-_____________.___.__..__---__----__--._____. Z' VALLEY IRON & STEEL CO. Nil 202 (6") OR 203 (8") OR APPROVED EQUAL. �y A PIPE BEDDING AND BACKFILL DETAIL CONNECTION DETAIL °,•° •• •a. " .. • � STANDARD CLEANOUT _ _-__--- ------- _ _ __. _ ____ ______ ______- - . . .T.S. N.T.S. .. ., " N.T.S LENGTH=MATCH EXIST. d ___-._.- ___-_-_.__... _.._.--- WIDTH= WIDTH= MATCH EXIST. DEPTH= 24 INCHES, MIN. a. A • NOTE INSTALL SILTSACK AND ACCESSORIES AS SUPPLIED BY ACF WEST, INC., PH. 771-5115, OR APPROVED EQUAL, "SILT SOCK" lNL E T PRO TEC TION N.T.S. CITY OF TIGARD SDR2009-00003 luke CONTINUOUS STANDARD CURB WITH a healing commute 28" STD. CURB 1' WIDE CURB SIDEWALK LOCATION WIDTH VARIES SEE PLAN BREAKS AS SHOWN f VARIES SEE LANDSCAPE PLANTINGS » PLANS FOR PL T 28 STANDARD CURB n . z„ is } i 1 � d j • INC. - � �,��� �, �' ��� �� - ` •, CURB FLUSH 11411 ;e .4 WITH A.C. l CAM PUS a -• ' ' e`_'s;--, /\/�/ // / ��\ / A•»• - r r/f/ ' r/,r/ r !�/ ,;.,' /, /,, : /_/ /r • • / ''-,, / , % .. • ° s" PLAN' SHEET 3.0.INSTALL RAIN DRAIN PER DEVELOPMENT N -.4 / , ASPHALTIC' ,SLOPE AS NECESSARY TO MAINNATIVE SOIL. _ - 18" STORM FACILITY TOPSOIL. _ ...---_------ 1I o " 12 11895 SW GREENBURG RD. P SLO E AS NECESSARY TO / MAINTAIN NATIVE SOIL. ,-„� r %' ! /'/ r/ r ' r , ;f :. �� 8-3/4 cRUstlEt7 AGGREGATE _ _--------___-- TYP/+ EXISTING SUBGRADE » » �^ /✓, ' fr/i � :/// �% y;/ ' ' ,,/ /� ', (TYPICAL) D, d If DRAIN ROCK. I AR OREGON 97223 STORM WA TER PLANTER SECTION CURB BREAK DETAIL STANDARD CURB DETAIL _ DETAILS N.T.S. FILTER FABRIC MATERIAL Job No: 0545 36" WIDE ROLLS File Name: _ 0 1 t USE STITCHED LOOPS Date:----___,._-__..__.__.09.14.2009 I OVER 2"x 2" POSTS TO cr io BE INSTALLED ON t FILTER UPHILL SIDE OF THE 6' MAXIMUM SPACING FABRIC SLOPE PLACE 6" OF MATERIAL 2"1 ROCK Rev: 03.04.2010 - PERMIT SET (MIN) FRONT VIEW „t o N.T.S. I 3, (MIN) - - --.-. . . ANGLE BOTH ENDS OF FILTER ��r0 FABRIC FENCE TO ASSURE SOIL IS TRAPPED 4" STORM SIDE VIEW N.T.S. - INTERLOCKED TDP VIEW 2"x 2" POSTS N.T.S. STORM OUTFALLr DETAIL AND ATTACH SED1 MEN T CONTROL FENCE Ni Harper N.T.S. I � �L� 4: r + �'�"SCJ1�1 w 58, 8 CUf y, Sheet No: 1 elliS Inc. � OREGON ENGINEERS • PLANNERS �f✓� • 17,�� LANDSCAPE ARCHITECTS • SURVEYORS M. HAV 205 SE Spokane Sreet,Suite 200,Portland,OR 97202 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171 EXPIRES: 06/ao/ I