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7100 HARDESON RD 2021 Plans 2025-03-27
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7100 HARDESON RD 2021 Plans 2025-03-27
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Last modified
3/27/2025 8:41:10 AM
Creation date
3/17/2025 11:31:34 AM
Metadata
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Template:
Address Document
Street Name
HARDESON RD
Street Number
7100
Permit
B2107-002
Year
2021
Notes
COMMUNITY TRANSIT ADMIN BLDG RENOVATION
Address Document Type
Plans
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SURVEY CONTROL POINTS SURVEY NOTES SIGN LEGEND Otak <br /> POINT TABLE PROJECT COORDINATES AND ELEVATIONS: 0RESERVED PARKING VANPOOL <br /> POINT# NORTHING FASTING ELEVATION DESCRIPTION COORDINATES ARE BASED FROM CONTROL PROVIDED IN KPFF RESERVED PARKING VISITOR �„ <br /> BASE MAP (DATED APRIL 2018) 0 RESERVED PARKING DISABLED <br /> 20 343604.8970 1292593.9960 440.067 TACK WI WASHER ELEVATIONS ARE BASED OFF CONTROL PROVIDED IN KPFF Q COMMUNITY TRANSIT Otak Architects,Inc. <br /> 21 343849.3120 1292515.9370 435.279 TACK WI WASHER BASE MAP(DATED APRIL 2018) 0 RESERVED PARKING <br /> 808 SW Third Avenue.Suite 300 <br /> 8 RESERVED PARKING MOTORCYCLE Portland,OR 97204 <br /> 22 343706.3800 1292749.1130 436.978 TACK W/WASHER UNITS IN US SURVEY FEET main 503.287.6825 <br /> Q7 RESERVED PARKING MAINTENANCE - www.olak.com <br /> 23 343448.2640 1292856.6310 442.163 IRON ROD WI RED CAP NO BOUNDARY WORK WAS DONE OVER THE COURSE OF THIS f a�2az:c�WU <br /> 8 CT PARKING ONLY -24 343490.3030 1292782.0620 440.851 TACK W/WASHER SURVEY.PROPERTY SLI FIEES DEPICTED COMP COMPROMLETED <br /> PROVIDED 0 j 6.0 f� Ad(4J'g��a <br /> DRAWINGS(PREVIOUS FIELD WORK COMPLETED BY KPFF)AND O SPEED LIMIT %- <br /> HAVENOTBEENVERIFIED. <br /> 25 343603.3210 7292856.0270 438.832 TACK W/WASHER %/ �� f - <br /> 26 343791.0750 1292960.0720 434.362 TACK WI WASHER ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE / --- <br /> BEEN ESTABLISHED BY FIELD SURVEYOR OBTAINED FROM 1/4rei <br /> _ <br /> 27 343780.1840 1292737.9430 435.010 TACK WI WASHER AVAILABLE RECORDS AND SHOULD BE CONSIDERED / CLEANOUT <br /> APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE.IT IS THE °� RIM=438.60 <br /> 28 343841.4980 1292712.6110 434.302 TACK WI WASHER SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY ... / .tr,./y <br /> 29 343720.8490 1292761.5220 435.738 TACK WI WASHER VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND . _ <br /> FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT Digitally Signed <br /> 30 344013.2950 1292836.3600 431.169 TACK WI WASHER SHOWN HEREON WHICH MAYBE AFFECTED BY THE 2021 a2.17 i2.54a z caroo• <br /> _ IMPLEMENTATION OF ANY PLANS.UTILITIES WHICH ARE NOT / , <br /> 31 343742.3700 12928592540 434.985 TACK W/WASHER ABANDONED OR REMOVED SHALL BE PROTECTED,SUPPORTED OR '� STAMP <br /> MAINTAINED DURING CONSTRUCTION.THE CONTRACTOR SHALL 0- - <br /> 32 343890.4210 1292929.0940 433.468 TACK WI WASHER CONTACT THE UNDERGROUND UTILITIES LOCATIONS SERVICE <br /> (1-800-424.5555)AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. _- !� -' EXISTING PAINT LINE WITH <br /> 33 343995.9510 1292931.2790 430.719 TACK W/WASHER THE OWNER AND THE ENGINEER SHALL BE CONTACTED '' PAINTED NUMBER(TYP.) <br /> IMMEDIATELY IF A CONFLICT IS DISCOVERED. / ��� <br /> 34 343780.5940 1293015.8070 430.375 IRON ROD WI RED CAP _ <br /> 35 343852.1660 1292706.7430 434.181 TACK W/WASHER /�\ <br /> 36 343906.8230 1292594.3690 433.963 TACK W/WASHER - <br /> i <br /> j /' 0 <br /> 37 343838.6180 1292609.9020 435.192 TACK WI WASHER CONSULTANT <br /> 9 <br /> 38 343844.3760 1292581.6140 435.157 TACK W/WASHER /< <br /> 39 343833.6860 1292559.6850 435.343 TACKW/WASHER /,. / <br /> 4CO40 343706.6590 1292719.3693 437.230 TACK WI WASHER i/ / <br /> NOTE:ALL WASHERS&RED CAPS MARKED'OTAK CONTROL' '� / 0 s° y. p <br /> LLI <br /> / pb f " - A SURVEY CONTROL POINT(TYP.) <br /> // s`�-20 GLEANDUT A W <br /> ,= /�- -- RIM=440.15 <br /> / / <br /> A A O <br /> V IV <br /> / 61- Z <br /> 21 Q <br /> / / A v t 41 '^ J <br /> / /V ' CATCH BASIN V <br /> ", , EXISTING 10-INCH PCCP RIM VC-434 Z <br /> / 12'PVC-430.24(E) <br /> �39 SUMP=431.84 Ci Z <br /> / CT <br /> O <br /> A A J <br /> / C:ANOUT Q1 <br /> / /// RIM=440.40 �� - <br /> / y <br /> / i , e3g Z <br /> �" to C U) <br /> // // Q CATCH BASIN Q <br /> RIM=433.44 <br /> %� �A ,5 % 4'PVC�31.99(S) Q Z <br /> / Q <br /> ;/� z <br /> // CLEANOUT %r O O O l� O O G O o36 �W// Q O <br /> / RIM=440.79 IT1TT1- / �[i' Q0 co <br /> aF^`'° IIII I' / / CATCH BASIN ` �'N CO O <br /> y,' 24 / RIM=433.13 z CT) <br /> 2 ® (OBSTRUCTED) Q U <br /> E RIM.44UT 0 1 H- Z_ <br /> 2 RIM=441.12 Ce Q I--• I- <br /> -- , 400 1 =w U) <br /> MATCHLINE SEE SHEET C0.04 W o W <br /> X <br /> • M r-N-w w <br /> v <br /> c <br /> TITLE <br /> U <br /> of <br /> 0 II DATE DESCRIPTION <br /> c <br /> U <br /> rn8/23/2021 PERMIT <br /> 3 <br /> O <br /> 0 <br /> U <br /> S <br /> a <br /> U <br /> 'o <br /> co <br /> REVISIONS <br /> 2 MS,BS,AL,EH MDC <br /> e DRAWN BY CHECK BY <br /> 1 PERMIT <br /> o STATUS <br /> 10'v 12/17/2021 <br /> DATE <br /> m 32880J <br /> PROJECT NUMBER <br /> NFt af <br /> e C0.03 <br /> ❑ Know what's below. 20 0 20 40 020210TAN,INC. <br /> Call before you dig. HORZ Ireduced/enlarged.snot 24.x 38.,,itnes. <br /> I• 11 this drawing is not 24-x 34-•d nos been <br /> cale <br /> a SCALE IN FEET <br />
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