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Plans (84) S 1209-00023 SHEET � � _ - CT 19 COVER �_ �'' e �,.P''' 7,,:fGpir:FE:1:11::INE: FS R tO P� $(llaol•' p, DESCRIPTION: JACKSONS FOOD STORE # - TIGARD, OR r, T _ LEGAL �+ ♦ n REFER TO EXISTING CONDITION MAP FOR LEGAL DESCRIPTION OF COnti° !� "20� tiwr �Rp THE SITE. Erosion SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M. 100 20 40 ?'' F-,�„ to N G~ty o� digdu1e inspections CITY OF TIGARD, WASHINGTON COUNTY, OREGON BASIS OF BEARING: To sci' 503\639-4.17 .E �� ,.�„,� < C� rn A THENAD1983 [2011 EPOCH �aiIntakM s "°n G SPE{ �.�� ..i._ REQUIRE r W I Z BEARINGS ARE BASED ONprior eGtlori- Q I •Fly:+ 7� a ', a g 0 O t final insP tngtlon �' 4 Us '�R specialty code �,G��` N 0 2010] AND THE OREGON COORDINATE REFERENCE SYSTEM, �ui1d4+�9 i ---..._ P1,c,\F,c n .2 gELS 0PORTLAND ZONE. Pdar VERTICAL DATUM: ,Ss _ c �. Bolts t�1 3r �r►er t� E �a�,� CD U oC . . -- 0 ELEVATIONS ARE BASED NAVD 1988 AS ESTABLISHED BY GNSS OQ /` / ectal Morr �tg5:>.sr ��Ftt� rZ 0- OBSERVATION TO THE OREGON REAL TIME GNSS NETWORK G I �G ,.-_,s- _. 1 �/- 'r...-- _----- \ / ❑ ein rcing Ste��1 Pra:,llressir>!g Stae{�� SITE kRuse waY 0 0 (ORGN). - - O'�� ,...--70 :4 .rte Sira ural U`�etrl Ta LAKE osv�Eco Co '14::7- ❑ HI 1'StrenC�i 1 wi Qlr►� 0 OWNER APPLICANT / P' '` o?, ,_---- / --- _- -� ,r ,iln� TIGARD. OREGON �t C� • PACWEST ENERGY, LLC. / s IG► s IG ❑ Reinforce �,Concrete ABBREVIATIONS 3450 EAST COMMERCIAL COURT �� '0\ RIGHT T � .�/ �,7gt8'33'Vlf 36.16' .y ❑ atinr ;: ,i, ,r CONTAICT: JACKDAVIS �j`�, / -\F- -.---- s Nii 31 ---- -'J � ° ' VICINITY MAP .O AB AGGREGATE BASE 5� ::',,, ,,,o �9� i ` = / '0$ ❑ Spray Apn+I T:. :::iM1!fys Materials EMAIL: JACK.DAVIS�JACKSONS.COM Q �C v❑ Pilings, ;AC ASPHALT CONCRETE PAVEMENT 8 / Gay ' z. `:��:�c . .° �ca caissons 0 AVRV AIR VACUUM RELIEF VALVE CML ENGINEERING: • �\r� Is .5 ❑ s,�ot PROJECT DATA BM BENCH MARK BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH G %,-16r;-- - � ✓f ��.. /Special Grading, and Filling PROJECT DESCRIPTION: EXPANDING ASPHALT PARKING SPACES ON THE SOUTHWEST SIDE 0.'1- *""... p BNDY BOUNDARY f wy P �' P 4 Excavationn9 REO ROFF KENT, WA. 98032 - / -/ t�'' -' �;, '� OF THE EXISTING CONVENIENCE STORE. SITE DEVELOPMENT TO INCLUDE LANDSCAPE AS a ��, SS BOW BACK OF WALK -- zfs / Y t .::.-"' s c, _,,k0 Smoke-Control Systems . 'O PHONE: (425) 251-6222 - �\ ��.- REQUIRED. U •� SMELL SIGN ❑ Other Inspections._ 4.1(.? i-'E r ,CL CENTER LINE FAX: (425) 251-8782 / „.,-,--'1_„- /-------- ------ r ® \-k- . CONC CONCRETE CONTACT: CHRIS,JENSEN, P.E. �� + c �- - , ® -` - `�__ LOCATION: 11834 SW PACIFIC HIGHWAY, m ..:EMAIL. CJENSEN BARGHAUSEN.COM TOP ,�_ ;r_LI�, U.? yDI DROP INLET ' ,; �'� �, / TIGARD, OR 97223RIGHT •-N ONLY '' \- ® '�0'EGONDIP DUCTILE IRON PIPE STRUCTURAL: t!" O ® . °i °' <'' \c� DWG DRAWING BARGHAUSEN CONSULTING ENGINEERS ' ' S� ✓ APN 2S101BB00301 o 0 -- 14 24 E EAST 18215 72ND AVENUE SOUTH 1 ____.---• ' 4 �' 0p�°1�-G-,,,,, � LOT AREAS: R,5 R `l� O� ELEV ELEVATION KENT, WA. 98032 ®® DECIDn'us 1z- PHONE: (425) 251-6222 c - _ ! ® gyp. r`N �4�F� ' Ilik)� GROSS AREA = 0.66 ACRES (28,612 S.F.)EP EDGE OF PAVEMENT FA 4 1-8782 / - \1/4 ( ' oX. 25 25 // \ •-� / ' �� e�,z r - Iz EXPIRES: 6-30-21 EX, EXIST EXISTING CONTACT: MICHAEL LOWELL, P.E. 4._. , Q ® P Pip,6 j i ZONING: MC-CBD, MIXED USE CENTRAL BUS DISTRICT FH FIRE HYDRANT EMAIL: MLOWELL©BARGHAUSEN-COM '\ A / _. . \\,6-5A:-_,,t1 \ ° ---'\\ MAPLE 12 a l FLOOD PLAIN: ZONE X - AREA OF MINIMAL FLOOD HAZARD, ACCORDING TO THE V E FL FLOW LINE �� / rCOMMUNITY - PANELNUMBER 0 SURVEYOR: '•/ \ j �- / S. FLOOD INSURANCE RATE MAP, NU BE 0 GB GRADE BREAK 1`' "� / a 41067C0542E, WITH A REVISION DATE OF NOVEMBER 4, 2016. _ ORION GEOMATICS P O HDPE HIGH DENSITY POLYETHYLENE 1724 23RD AVENUE \ }'h`ry \ �` ` t8.03' ,y �� / I a INV INVERT FOREST GROVE, OR 97116 ` v ! ,,,-\'-' lj ,s PARKING CALCULATIONS: Q? 3 .. >, ti �. In OFFICE COPY = L LEFT PHONE: (503) 359-1688 ` __....„:;',4,,,,_� `-`�� 'Q1 $. C-STORE: 3 SPACE PER 1,000 SF --s-t"--93 l 3 z/ t+ PARKING CALCULATION: 1,876 SF / 1,000 SF X 3 SPACES = 5.6 C C+ a i t LF LINEAR FEET CONTACT: JOHN PUTNAM, P.L.S. 1� �-- y 1 c J 00) / 1 \ \ �_ a �"- S. OC?‘ l \ 1 PARKING REQUIRED: 6 '� �y L MAX MAXIMUM GEOTECH: � ' e , , ' ' �' j �� 5 J , y- \ DA i co MH MANHOLE HART CROWSER, INC. r .-� / / ,SN- r�O� NI I TOTAL PARKING SPACES REQUIRED: 6 PARKING SPACES CITY OP TIGARD C w SDMH STORM DRAIN MANHOLE 300 WEST 15TH STREET - �i� r1��'+� eC EDD s j TOTAL PARKING SPACES PROVIDED: 15 PARKING SPACES �IE D �4R CODE COMPLIANCE W c IN SSMH SANITARY SEWER MANHOLE VANCOUVER, WA 98660 r��' ¢� ,� \ 1.116-s„.604, vCLQ , f Q fPHONE: 360 448-4189 r \ GQ ` \ ADA PARKING SPACES REQUIRED: 1 PARKING SPACE APpsaved: ] in C a MIN MINIMUM CONTACT( DANIEL J. TRISLER, P.E., G.E. -z �� f �� ! ,°`�n J "' � • ADA PARKING SPACES PROVIDED: 1 PARKING SPACE Q CO NN NORTH EMAIL: DAN.TRISLERcHARTCROWSER.COM OTC. ( ] d� N R T MENT P, P� '/ '/ `pN 'f 3° / ` _-_ PR POSED GROUND COVER SUMMARY FOR AREA OF DISTURBANCE: Permit#:' � 9" ''�Fl°l erV 'nium C < NirLANDSCAPE ARCHITECT: `, DECIDoUs 9 Address: �Q tr �nPCC PORTLAND GONG E E CEPL PROPERTY LINE - ,.: / �� 1BARGHAUSEN CONSULTING ENGINEERS �� cp° / \ D `3. f/.`w /� -- ' --- ✓ lPP POWER POLE - o o �, ( i PROPOSED NEW/REPLACED IMPERVIOUS AREA: 990 SF Suite#: '- C }' N 1$215 72ND AVENUE SOUTH - `� ` 1 / �eF y'�' fPROPOSED PERVIOUS AREA: 1,572 SF CO Q RI CPUE PUBLIC UTILITY EASEMENT KENT, wA. 98032 \� / S` �� "'"'�'- $y" Date: N N � \ DEciDnus 6• C .--r Ln f EXISTING IMPERVIOUS AREA: 2.645 SF R J] - i / m U 1- YPVC POLYVINYL CHLORIDE PHONE: (425) 251-6222 1 1?,'\`- '' / r' "`•; - �` -_ �"FAX: (425) 251-8782 _ \ 3 / f �, _�� - - 5,207 SF R RIGHT ` .R- RADIUS CONTACT: JEFF VARLEY, R.L.A. _ �„ r \-"' e f `~ -� --"r / ��EMAIL: JVARI EY�BARGHAUSI N.COM \ � � \ 2'"' E' ` # - ''i N N % � f �- �� PROPOSED TOTAL SITE GROUND COVER SUMMARY: 6 / f l" �- "� --� �~- I I 1 $76 SF 6.6%RCP REINFORCED CONCRETE PIPE oto"t �,, /� � �DEc as� J_ _ _- --- �- / - -✓ -� BU LD NGS:RW RIGHT OF WAY ' -_ { ) G�_ �� -S SOUTH 2 - �� ' " goo '� �� tip` - ��_--'� ' f `�-- PARKING AND MANEUVERING: 15,074 SF (34-6%) .ESTIMATED EARTHWORK QUANTITIES 1 .a �� f ��, . :�,zo`. _ --` �-SCA SCHEDULE2r�s - a _ �. i •5� -• a� ��-� s ��'' WALKWAYS: 2,103 SF {7.4%) L}STA STATION CUT' CY r >�MAPL r� �� y= f e� �` �-��_�_ -' µ~ %- -_ LANDSCAPE; 9,559 SF (33.4%) STD STANDARD �^ , / - , ti0 �� 1-9 I�J ----' 28,612 SF (100.0%) ` + �\ v).:-.-- .�� - �/ r � �� rte- i SW SIDEWALK FILL: 120 CY Cn a k w �, f '�- ---.-0-15,0c-',----- __-__._ ,, SWR SEWER 204 -' A rte. . c�Dn0 _f �� -� �- ,c .-' - l� TOP TOP OF PIPE NET: 110 CY (FILL) \ '��S - / �_ -- _ �� o�� ' r --- TP TELEPHONE POLE . - r, A .=",D - �-T_- �-- .--' SOILS REPORT NOTES: AREA TO BE DISTURBED 0,12 AC TYP TYPICAL �' �-�-�/�' I fAl-- 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE CONSIDERED PART OF THESE W WEST CONTRACTOR SHALL REFER TO THE REPORT OF GEOTECHNICAL 202 ""A''L 's / E �- / /' f �' e T� RL C-) CV CONSTRUCTION DOCUMENTS: - INVESTIGATION DATED AUGUST 7, 2019 FOR THIS SITE o ♦_, , , us 26.-� / '' GcRE V pip AMSG AMERICAN SWEETGUM \ 0 0 CDR DEODARA CEDAR PREPARED BY HART CROWSER, INC. FOR GRADING 1 - ✓ / 26 �!,., / SOILS REPORT: REPORT OF GEOTECHNICAL ENGINEERING SERVICES: RECOMMENDATIONS. EARTHWORK QUANTITIES ARE APPROXIMATE l '�-r' _./ - JACKSONS STORE #519 - © L) f - � JOB NUMBER: 15927-10 ., COAK CORK OAK AND DO NOT ACCOUNT FOR CLEARING AND GRUBBING, r' I-. . �� / CNHB CHINESE HACKBERRY OVER-EXCAVATION, TANK EXCAVATION, ETC. AS REQUIRED BY ° �i DATE: AUGUST 7, 2019 /� C��] RDWD COAST REDWOOD THE GEOTECHNICAL REPORT. CONTRACTOR TO VERIFY ti 10. p#- '�� ' f . ,' INDEX OF SHEETS �' ■ w EARTHWORK QUANTITIES PRIOR TO BID. ------\-- - 11 J /� A. •� 1 PREPARED BY: HART WEST R, INC. POAK PIN OAK } '` 300 15TH STREET t2cpp �, �i -� CIVIL SHEETHET VANCOUVER, WA 98660 (in CI coCD C1.0 COVERS E 448-4189 W C] (360} LEGEND: 06 P1�' C 1.1 - CONDITIONS OF APPROVAL Sc GENERAL NOTES 0 '~�y _ R r98- PL ie^ C2.0 - EXISTING CONDITIONS MAP 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS11" v) Vt. / C3.0 - TESC AND DEMOLITION PLAN OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL Q I� _ o PROPOSED 1nXISTING � PHASES OF THE SITE PREPARATION GRADING OPERATIONS, FOUNDATION, SLAB AND C3.1 - TESC AND DEMOLITION NOTES AND DETAILS PAVING CONSTRUCTION. 0 Q T' a SANITARY MANHOLE MONITOR WELL C4.0 - SITE AND HORIZONTAL CONTROL PLAN cc> CURB AND GUTTER CENTERLINE OF ROAD ( �� C6.0 - GRADING AND DRAINAGE PIAN 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN 0J C 0 \ ELSEWHERE ON THESE DRAWINGS, pot OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BARRIER CURB RIGHT-OF-WAY LINE .,.. CLEAN OUT TEST BORE o 1 C7.0 - CONSTRUCTION NOTES AND DETAILS Q ap 1 BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER FOR DETERMINATION. 0 C U 3: SECTION LINE T STORM MANHOLE RAILROAD SIGNAL (NO GATE) () STRUCTURAL SHEETS Z CONCRETE o 4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND T I i S1 .1 - SEGMENTAL RETAINING WALL DETAILS APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK © O a BOUNDARY LINE ! DRY WELL ------ RAILROAD CROSSING GATE ' PROCEEDS- THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE (/ N ASPHALTI ILOT LINE CATCH BASIN METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE r°,2: ii BOLLARD RECOMMENDATIONS OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO Q `" SAWCUT LINE - - EASEMENT LINE :,;? MANHOLE (UNKNOWN TYPE) LANDSCAPE SHEETS ® FUEL FILLER L-1 - TREE PRESERVATION AND REMOVAL PLAN HIS/HER SATISFACTION. CURB FIRE HYDRANT UTILITY PROTECTION NOTE: r C:)CONTOUR ----405---- MAIL BOX L-2 - PARKING LOT TREE CANOPY PLAN EDGE OF CONCRETE FIRE AUTO CONNECTION APPROXIMATE LOCATION OF EXISTING GAS SERVICE IS SHOWN ON THESE PLANS. CONTRACTOR TO COORDINATE 5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5) WORKING DAYS PRIOR TO -••7 in L-3 - LANDSCAPE PLAN ANY SITE CLEARING OR GRADING. = t WATER W SIGN WITH PURVEYOR AND USE EXTREME CAUTION WHEN EXCAVATING ON-SITE, UNTIL EXISTING GAS SERVICE LOCATION L-4 - LANDSCAPE NOTES AND DETAILS - EDGE OF PAVEMENT WATER METER IS CONFIRMED. CONTRACTOR TO ORDER INDEPENDENT UTILITY LOCATES (INCLUDING GAS AND POWER) FOR THE G1 POWER EDGE OF GRicti AVEL WATER VALVE BENCH MARK FULL SCOPE OF WORK PRIOR TO CONSTRUCTION OR ANY GROUND DISTURBING ACTIVITIES. 0 TELECOMMUNICATIONS T ,'`, FOUND CONTROL AS NOTED STRIPING l �l IRRIGATION VALVE DESIGNED BY: MRS DRAWN BY: MRS a A SET CONTROL AS NOTED UTILITY CONFLICT NOTE: STORM 0-- CHAIN LINK FENCE a GAS METER GHECKED 6Y: JLC APPROVED BY: CRJco SET MONUMENT AS NOTED THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL �� r -i• Gp�i� n GAS 0 WOOD/METAL FENCE EXISTING TOPOGRAPHY/SURVEY INFORMATION NOTE SCALE: 1-=20' PROJECT N°: 17856 GAS RISER EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE �I;� X1!!'1 `' FOUND MONUMENT AS NOTED pppr�ved HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE © A.L.T.A./N.S.P.S LAND TITLE SURVEY DATED JUNE 18, 2017 PERFORMED BY ORION SHEET TITLE: a� SANITARY SEWER X WIRE FENCE - C GAS VALVE oi_m SET PHOTO CONTROL 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO GEOMATICS HAS BEEN PROVIDED TO BARGHAUSEN CONSULTING ENGINEERS, INC. Date: 0' SD STORM DRAIN G GAS VAULT PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE BARGHAUSEN CONSULTING ENGINEERS, INC. HAS NOT VERIFIED THE ACCURACY OR _.�---- w 0, PAINT STRIPE SHRUB Initials' ss SANITARY SEWER POLE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS COMPLETENESS OF THE INFORMATION SHOWN. SITE DESIGN HAS BEEN BASED ON ABOVE VpL1�ITY �F PE"��` " COVER SHEET ACCESSIBLE PATH - - DECIDUOUS TREE SHOULD OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL REFERENCED SURVEY. w WATER LINE UTILITY POLE W/DROP D PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. THE ISSUANCE OF A PI=Bfi�I r co ELECTRIC TRANSFORMER ► CONIFER TREE BASED ON CONSTRUCTIO1 r-- HORIZONTAL CONTROL NOTE: DOCUMENTS NOT PREVENTHER GAS LINE DATA GUY ANCHOR MONUMENT PROTECTION NOTE: WATER METER ® BURIED POWER �'- � TRANSFORMER T TELEPHONE VAULT CONTRACTOR SHALL HAVE ALL PROPERTY LINES, CURB, SIDEWALK, STRUCTURES, THE CODE OFFICIAL FROMSHEET NO: n CATCH BASIN ■ T - BURIED TELEPHONE POWER METER e C TV CABLE TV RISER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM JURISDICTION HAVING AUTHORITY FOR CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT STRUCTURE DEPICTED ON REQUIRING THE CORRECTION i REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED •F ERRQ�RS.05SC 105.4 STORM DRAIN MANHOLE 04 CTv---- BURIED CABLE TV p POWER RISER ® JUNCTION BOX PURSUANT TO ORS 209-150. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR- ftnow what�5 below. •o SURVEYOR SHALL STAKE ALL ITEMS USING COORDINATE GEOMETRY (RECTIFIED TO SITE T RY R CLEANOUT • -o� : OVERHEAD UTILITIES POWER VAULT ; ; LUMINARY R R DESTROYED SHALL BE CONTROL) CONTAINED IN CAD DRAWING FILES PROVIDED BY BARGHAUSEN CONSULTING r Cal l be#ore you dig. C 1 , 0 5 SANTA SEWS CL P UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, 0 ENGINEERS, INC. IT IS THE CONTRACTORS RESPONSIBILITY TO RETRIEVE LATEST CAD ® Dial 811 LOT LIGHT TRAFFIC SIGNAL © TELEPHONE MANHOLE �¢` A STREET LIGHT REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., REFLECTING ANY ISSUED PLAN ....:.-11011 ,- 1 � �_42 _r� � 0 SIGNAL CONTROLLER PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL IMMEDIATELY BE NOTIFIED OF } 1 9 Q I TELEPHONE RISER SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. PAGE NUMBER: of i J CONDITIONS OF APPROVAL ± GENERAL NOTES JACKSONS FOOD STORE #51 - Tl ARD' R ; >- SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M. ' Q � < N CITY OF TIGARD, WASHINGTON COUNTY, OREGON6 I n CONDITIONS OF APPROVAL: BARGHAUSEN GENERAL NOTES: z (- 0w = z CC V THE FOLLOWING CONDITIONS MUST BE SATISFIED: 19. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH WORKS. CITY CREWS SHOULD MONITOR PROPER REMOVAL AND DISPOSAL 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE a O 0 ' A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARK DUST, EXISTING SIGNS, OF SILT AND DEBRIS. PRIOR TO CITY FINAL ACCEPTANCE OF THE FACILITY, APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE '' UNLESS NOTED OTHERWISE, THE STAFF CONTACT IS AGNES LINDOR, ASSOCIATEPAVEMENT MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, THE DEVELOPER SHALL PROVIDE A WRITTEN EVALUATION OF THE OPERATION RELATED CONSTRUCTION OPERATIONS. COW • PLANNER; (503) 718-2429 OR AanesL@t oard-or.aov REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. AND MAINTENANCE NEEDS OF THE FACILITY AND CORRECT ANY DEFICIENCIES 0 CC 1. PRIOR TO COMMENCING ANY SITE WORK, THE PROJECT ARBORIST MUST 20. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE IDENTIFIED IN THE EVALUATION. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN CO < 0 PERFORM A SITE INSPECTION FOR TREE PROTECTION MEASURES, DOCUMENT CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT OBTAINED PRIOR TO COMMENCING WORK. Z O Q COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN, AND ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY AND THE RECEIVING SEND WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, CO CC THE PROJECT PLANNER WITHIN ONE WEEK OF THE SITE INSPECTION. CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE CITY OF TIGARD GRADING NOTES: DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION Ni Q THE APPLICANT MUST PROVIDE A DRAINAGE CONTROL. WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE 02. PRIOR TO COMMENCING ANY SITE WORK, 1. THIS GRADING PERMIT IS NOT TO BE CONSTRUED AS FINAL APPROVAL OF SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF < °I p FEE TO COVER THE CITY'S COST OF COLLECTING AND PROCESSING THE 21. OREGON LAW REQUIRES FOLLOWING THE RULES ADOPTED BY THE OREGON SITE GRADING, EMBANKMENT OR STRUCTURAL FILL WORK; IT MERELY THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD < p INVENTORY DATA FOR THE ENTIRE URBAN FORESTRY PLAN (URBAN UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR PROVIDES FOR INITIATION OF WORK AND IS SUBJECT TO CHANGE PENDING DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING r FORESTRY MANUAL, SECTION 11, PART 3). THIS FEE AMOUNT WILL BE FOR 952-001-0010 THROUGH OAR 952-001-0080. COPIES OF SAID RULES CITY APPROVAL OF THE ENTIRE CONSTRUCTION-DEVELOPMENT PLAN SET. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE 18 OPEN GROWN TREES AND ONE TREE STAND. MAY BE OBTAINED FROM THE CENTER BY CALLING 503-246-1987. IF SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND C _+ YOU HAVE ANY QUESTION ABOUT THE RULES, CONTACT THE CENTER. 2. SPREADING OF MUD OR DEBRIS UPON ANY PUBLIC ROAD IS PROHIBITED. LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. CU 3. PRIOR TO COMMENCING ANY SITE WORK, THE APPLICANT MUST PROVIDE A NOTE: DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT THE CITY MAY ORDER STOPPAGE OF WORK TO EFFECT CORRECTIVE ACTION, BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE v TREE ESTABLISHMENT BOND THAT MEETS THE REQUIREMENTS OF THE HOLDERS EXPENSE. AT ANY TIME. ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS J URBAN FORESTRY MANUAL, SECTION 11, PART 2. THIS BOND AMOUNT WILL SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN BE FOR ONE NEWLY PLANTED OPEN GROWN TREE TOTAL. 22. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK 3. CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO a ��0 EFFECTIVE EROSION CONTROL, DUST CONTROL, AND DRAINAGE CONTROL IS P a ,�4, � REQUIRED AT ALL TIMES. THE CITY MAY ORDER STOPPAGE OF WORK TO PROCEEDING WITH CONSTRUCTION. F£S 4. THE PROJECT ARBORIST MUST PERFORM SEMIMONTHLY (TWICE MONTHLY) (POTHOLE BEFORE DIGGING IF NECESSARY). SHOULD CONFLICTS ARISE �`'� s�o SITE INSPECTIONS FOR TREE PROTECTION MEASURES DURING PERIODS OF AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT SHALL BE EFFECT CORRECTIVE ACTION, AT ANY TIME. T v ACTIVE DEVELOPMENT AND CONSTRUCTION, DOCUMENT DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE U a .,E 'A COMPLIANCE/NON-COMPLIANCE WITH THE URBAN FORESTRY PLAN, AND BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL 4• EMBANKMENTS OR STRUCTURAL FILLS FOR ROADWAY CONSTRUCTION OR DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK m SEND WRITTEN VERIFICATION WITH A SIGNATURE OF APPROVAL DIRECTLY TO COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. FILLS TO BE CONSTRUCTED ON BUILDABLE LOTS SHALL BE CONSTRUCTED SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE THE PROJECT PLANNER WITHIN ONE WEEK OF THE SITE INSPECTION. FROM EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE • /.'EGON 23. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE SHALL BE BROUGHT TO GRADE IN LIFTS NOT TO EXCEED 8" LOOSE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S o s'Q 20<� �O PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END MEASURE. EACH LIFT SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING o C'yR' 14, `.f,<`4 OA, OF EACH DAYS WORK. NO TRENCH, ON SITE OR OFF-SITE, SHALL BE DENSITY AS OBTAINED BY AASTHO T-180 COMPACTION TEST. PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO S R..1E \ GENERAL CONDITIONS: LEFT AT ANY TIME IN AN UN-SAFE CONDITION. THE PERMIT HOLDER IS NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL o RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING 5. STRUCTURAL FILLS SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK Z EXPIRES: 6-30-21 1. THE PERMIT HOLDER MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF FROM THE PROSECUTION OF THE WORK. UNIFORM BUILDING CODE. CONSTRUCTION ON EXISTING SLOPES GREATER AS SGDDEFINED Y THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL THAN 5:1 SHALL BE ACHIEVED BY BENCHING INTO THE EXISTING BANK A V FEDERAL AND STATE LAW, THE TIGARD MUNICIPAL CODE, AND THE TERMS 24. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF MINIMUM OF TEN FEET. IF THE BENCH EXPOSES SAND SOIL AN OF ANY AGREEMENT WITH THE CITY OF TIGARD REGARDING WORK TO BE EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN UNDERDRAIN MUST BE PROVIDED. THE UNDERDRAIN, IF REQUIRED, WILL BE 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE C 0 DONE PURSUANT TO THIS PERMIT. THE CITY INSPECTOR'S OPINION, TO OVERCOME DETERIORATION OR DAMAGE CONSTRUCTED BY INSTALLING NONWOVEN FILTER FABRIC, EQUIVALENT TO APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 2. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE EXXON GTF 12500, ALONG THE BOTTOM OF THE STARTING BENCH, THEN I N ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS PLACING A SIX INCH LAYER OF 1 - 3/4" DRAIN ROCK, AND FINALLY 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE WU.S. DEPT. OF TRANSPORTATION, FHWA, CURRENT EDITION. EXPENSE. COVERING THE DRAIN ROCK WITH THE NONWOVEN FILTER FABRIC. OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL 25. ONE AS-BUILT DRAWING AND PDF SHOWING ALL NEW PUBLIC SUCCESSIVE BENCHES WILL BE CONSTRUCTED WITH VERTICAL FILL BETWEEN BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE C 3. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN TWO TO FIVE FEET AND BE COMPACTED IN LAYERS NOT TO EXCEED 8 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY INCHES. EACH 8-INCH LAYER SHALL BE COMPACTED TO A MINIMUM OF 90 •� Li) ` ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATIONS AND, ALSO, IN APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT WHICH ADVANCE OF BACKFILLING ALL CONSTRUCTION. R (JOBSPECIFIC) MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED PERCENT AASHTO T-180 DENSITY. THE FILL SLOPES SHALL NOT EXCEED C ACCORDANCE WITH A CITY APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE 2:1 AT FINISH GRADE. NO ROCK OR SIMILAR MATERIAL EXCEEDING A 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR W £ N AVAILABLE AT THE WORK AREA. TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS 12-INCH DIAMETER SHALL BE ALLOWED IN THE STRUCTURAL FILL. C N M CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). IN SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND QJ 0) > O 4. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, ADDITION, THE APPLICANT'S AS-BUILT DRAWINGS SHALL BE TIED TO THE 6. THE GEOTECHNICAL ENGINEER FOR STRUCTURAL FILL SHALL BE NOTIFIED 24 ARRANGE ANY REQUIRED PRE-CONSTRUCTION MEETING(S). CONTRACTOR in C < CO N WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY SHALL PROVIDE ONE WEEK MINIMUM ADVANCE NOTIFICATION TO OWNER '11 73 N GPS NETWORK. THE APPLICANT'S ENGINEER SHALL PROVIDE THE CITY WITH HOURS IN ADVANCE, BY THE CONTRACTOR, OF STARTING BENCHWORK TO a-+ N ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF AN ELECTRONIC FILE WITH POINTS FOR EACH STRUCTURE (MANHOLES, FIELD ENGINEER AND ENGINEER OF PRE-CONSTRUCTION MEETINGS. N Q DETERMINE THE NEED FOR AN UNDERDRAIN LAYER AND TO VERIFY EXISTING � > � TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE CATCH BASINS, WATER VALVES, HYDRANTS AND OTHER WATER SYSTEM CONDITIONS. M N > j EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) FEATURES) IN THE DEVELOPMENT, AND THEIR RESPECTIVE X AND Y STATE 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND � C N AND TO TRI-MET AND TIGARD SCHOOL DISTRICT AND OTHER SERVICE PLANE COORDINATES, REFERENCED TO NAD 83 (91). INCLUDE ACROBAT 7. THE CITY SHALL BE PROVIDED WITH A COPY OF THE GEOTECHNICAL SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, ORANY OTHER CU 0 N (7, to PROVIDERS. (***.PDF) FILE AND ONE 11X17 COPY OF AS-BUILTS. ENGINEER'S REPORT/RECOMMENDATION CHANGES. PROCEDURES.GTHE CONTRACTOR ISENCY HAVING DIRESPONSIBLE FOR CTION FOR ADETERMINING TION AND ETHE LNG V m V Cp Y 5. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED 26. A SEWER SYSTEM AIR-TEST AND A VIDEO TEST REPORT AND ONE SET OF 8. IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE BLUELINE "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY THE CONTRACTOR SHALL NOTIFY THE SOILS AND CIVIL ENGINEERS OF THE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION (MIN.) NOTIFICATION SIGN AT NACH CONSTRUCTIONEND OF THE CONSTRUCTION AREA 72 HOURS SEWER SYSTEMS) SHALL BE REQUIRED BY THE CITY FOR REVIEW AND CONDITIONS FOUND AND COORDINATE HIS ACTIVITIES IN A MANNER THAT FOR EXCAVATION AND/OR TRENCHING PROCEDURES. (MIN.) BEFORE INITIATION OF WORK. APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER WILL ALLOW THE ENGINEERS TIME TO REVIEW THE SITUATION AND PREPARE 6. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, SYSTEM. A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE i INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS 26. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY 9. THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER TAKE COMPACTION OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF .. �• ESTABLISHED. INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. TESTS. A MINIMUM OF THREE TESTS WILL BE REQUIRED FOR EACH 2 FEET THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE Q. mmip.d: (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) OF FILL. PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN 1 7. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW 0. PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY 27. THE CITY'S INSPECTOR MAY, AT HIS DISCRETION, REQUIRE PROVISION OF 10. EXCAVATOR MUST COMPLY WITH ORS 757.541 THROUGH 757.571 (UTILITY SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC MAINTAINED. TESTS AND OR REPORTS FROM THE PERMIT HOLDER, THE PERMIT HOLDERS PRE-NOTIFICATION, ETC.). AFFECTED. 8. PURSUANT TO TIGARD MUNICIPAL CODE SECTION 7.40.180, WORK IS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR PERMITTED BETWEEN THE HOURS OF 7:00 A.M. TO 7:00 P.M. DAILY CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT UNLESS OTHERWISE AUTHORIZED BY THE CITY MANAGER. PROVIDED AT THE PERMIT HOLDER'S EXPENSE. ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING 28. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION �t- , cp 9. HOURS OF CONSTRUCTION WORK ON COLLECTOR AND ARTERIAL ROADS OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL V WILL BE LIMITED TO 9:00 A.M.-3:00 P.M. UNLESS AUTHORIZED BY THE RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP CITY ENGINEER. NO WORK WILL BE PERMITTED ON COLLECTOR AND DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE OF DISTURBANCE PARKING NOTES: WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS.RESOLUTION AND OWNER SATISFACTION. z - CI- co ARTERIAL ROADS BETWEEN 3:30 R.M. AND 9:00 A.M. UNLESS AUTHORIZED ALL CONSTRUCTION VEHICLE PARKING SHALL BE PROVIDED ONSITE. NO BY THE CITY ENGINEER. AND SURVEY MARKERS SHALL 29. EXISTING MONUMENTS, PROPERTY CORNERS, CONSTRUCTION VEHICLES OR EQUIPMENT WILL BE PERMITTED TO PARK ON THE 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE LLJ g (J) Q M 10. TEMPORARY TRENCH PATCHING ON ARTERIALS AND COLLECTORS SHALL BE BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS ADJOINING RESIDENTIAL PUBLIC STREETS. CONSTRUCTION VEHICLES INCLUDE THE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDSIftip EXPENSE. PAVED WITH AT LEAST 2" OF HOT MIX ASPHALT. VEHICLES OF ANY CONTRACTOR OR SUBCONTRACTOR INVOLVED IN THE OF AS-BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN co i co 30. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN CONSTRUCTION OF SITE IMPROVEMENTS OR BUILDINGS PROPOSED BY THIS CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 11. MINIMUM TRAVELLANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN O w M N MUM THE INITIAL AND FINAL LIFT OF ASPHALT HAVE BEEN PLACED. APPLICATION, AND SHALL INCLUDE VEHICLES OF ALL SUPPLIERS AND EMPLOYEES I NO o TRAVEL SHALL ALSO BE PROVIDED FOR. ASSOCIATED WITH THE PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO up - 12. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL 31• THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING I-- < "' „f 41 _ = - 2 REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC THE NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY PERSONS WHO HAVE AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECTIVE BARGHAUSEN CONSULTING ENGINEERS, INC. O O= T N AND TO ASSURE PUBLIC SAFETY. ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY U } 13. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS, 0:: * t.1_ __1 c s L �/ Q BE CONTACTED BY THE CITY'S PRIVATE DEVELOPMENT INSPECTOR, WRITING, OF ANY/ALL ASSIGNMENT CHANGES. INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A '" 'd ors (503-639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A 32. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN t/C:i C/) E5 co PRECONSTRUCTION MEETING. CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE !iol . co CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ;~r : O o a 14. THE PERMIT HOLDER •R HIS CONTRACTOR SHALL NOTIFY THE CITY'S TELEPHONE NUMBER OFA DESIGNATED "COMPETENT PERSON" RESPONSIBLE ENGINEERS, INC. UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC. HAS `' "' C!3 N INSPECTOR AT (503) 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE "� COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL PLAN SET. V OU -= di AND AFTER COMPLETING WORK COVERED BY THE PERMIT. NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. cn Q w o 15. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE 33. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR Lo o APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE PROPER RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. .. AVAILABLE AT THE WORK AREA. ALL WORK SHALL CONFORM TO THE PROOF OF RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED .� PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE V 3 STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. DESIGNED BY: dos DRAWN BY: MRS d CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN 34. BEFORE PLACEMENT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND (01 ADVANCE OF WORK PERFORMANCE. COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER CHECKED BY: JLC APPROVED BY: CRJ � 16. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF SCALE: N/A PROJECT NO: 17856 RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE SHEET TITLE: c ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM REPAIRED BEFORE PLACEMENT OF FINAL LIFT. -CONDITIONS OF OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS 35. (PRIVATE SYSTEMS) THE DEVELOPER SHALL MAINTAIN THE WATER QUALITY APPROVAL & c CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. FACILITY AND CORRECT ANY DEFECTIVE WORK, AND SHALL PERFORM ALL 17. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR SCHEDULED MAINTENANCE TO ASSURE PROPER FUNCTIONING OF THE GENERAL EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY FACILITY. PROHIBITED AND VIOLATION SHALL BE CAUSE FOR IMMEDIATE CANCELLATION 36. (PUBLIC SYSTEMS) THE DEVELOPER SHALL CREATE AND PROVIDE TO THE NOTES OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN-UP 8 SHEET NO: AND THE STOPPAGE OF WORK TO ACCOMPLISH CLEAN-UP. CITY A SCHEDULE FOR PERIODIC (QUARTERLY) MAINTENANCE OF THE WATER QUALITY FACILITY. THE DEVELOPER SHALL MAINTAIN SAID FACILITY FOR A i 18. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES PERIOD OF THREE (3) YEARS FROM THE DATE OF CITY CONDITIONAL MUST BE INSTALLED AND MAINTAINED MEETING THE CLEAN WATER SERVICES ACCEPTANCE OF THE PUBLIC IMPROVEMENTS. ON OCTOBER 1ST OF EACH . AND DEQ REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER CORRECTIVE YEAR DURING THIS THREE (3) YEARS PERIOD, THE DEVELOPER SHALL o ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSIONa REPORT, IN WRITING, MAINTENANCE ACTIVITIES TO THE DIRECTOR OF PUBLIC CONTROL. o PAGE NUMBER: 2 of I% J NARRATI EXISTINGVE. CONDITIONS MAP LEGAL DESCRIPTION (FROM TITLE DOCUMENT): JACKSONSTHE PURPOSE OF THIS SURVEY IS TO PREPARE AN ALTA/AGSM LAND TITLE SURVEY � A PARCEL OF LAND IN LOT 1 TIGARD ROA A IFOR THAT PROPERTY CONVEYED TO PACWEST ENERGY, LLC BY SPECIAL WARRANTY FTIGARD, D G RD N THOE S N ITY FTIDSTE C 0 GARRE # D519_DEED RECOR ORWASHWGTON DCOUNTY, OREGON. 2008 AS DOCUMENT LA0. 2008 0f9225, RECORDS OF COUNTY OF WASHINGTON AND STATE OF OREGON: (THE SOUTHWEST co >- r------. � SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M. ONE-QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, WILLAMETTE *- Q (� JOHN 0 PUTNAM PERFORMED THE FIELD SURVEY BETWEEN MAY 19TH AND 22ND, MERIDIAN). i N 2017. TERRESTRIAL MEASUREMENTS WERE MADE UTILIZING A LEICA MS50 1 SECOND 1A-20' CITY OF TIGARD, WASHINGTON COUNTY, OREGON BEGINNING AT A POINT IN THE EASTERLY LINE OF AND SOUTH 20'18'10" 0 I CV ROBOTIC TOTAL STATION. GLANS OBSERVATIONS WERE MADE UTILIZING A LEICA GS16 EAST 47.8 FEET FROM THE NORTHEASTERLY CORNER OF SAID LOT 1 AND Z N RECEIVER AND THE OREGON REALITIME GNSS NETWORK (ORGN). 0 10 20 40 BEARINGS ARE BASED ON THE NAD 1983 2011 EPOCH 2010 AND THE OREGON \ \ / RUNNING THENCE ALONG SAID EASTERLY LINE SOUTH 20'18'10" EAST 125.00 '- [ ] "``�'� `��"` �� ss,/- FEET; THENCE SOUTH 62'57' WEST 201.48 FEET TO A POINT 10 FEET Z COORDINATE REFERENCE SYSTEM, PORTLAND ZONE. z,9 // EASTERLY OF THE WEST LINE OF LOT 1 WHEN MEASURED AT RIGHT ANGLES; N 0CC 0 THENCE NORTH 20'18'10" WEST PARALLEL TO AND 10 FEET EASTERLY FROM 0 O THE RIGHT-OF-WAY OF PACIFIC HIGHWAY WEST WAS ACQUIRED THROUGH A SERIES OF G THE WESTERLY LINE OF SAID LOT 1, A DISTANCE OF 150.0 FEET TO THE ix I"- IL.AND CONDEMNATIONS. THE INITIAL 50 FOOT RIGHT-OF-WAY WAS ss P\ W ACQUIRED BY WARRANTY DEED TO THE STATE OF OREGON PER BOOK 185, PAGE 001. SOUTHERLY LINE OF THE PACIFIC HIGHWAY; THENCE ALONG SAID LINE NORTH CO U CC 62.57' EAST 151.48 FEET; THENCE SOUTH 89'14'10" EAST 53.21 FEET TO CD < 0 ADDITIONAL AREA WAS ACQUIRED BY CONDEMNATION PER WASHINGTON COUNTY CIRCUIT THE POINT OF BEGINNING. COURT CASE NO. 26-698. ADDITIONAL AREA WAS ACQUIRED BY WARRANTY DEED TO $s P\ WASHINGTON COUNTY PER DOCUMENT NO. 2010-028671. THE SOUTHERN / z �- EXCEPTING THOSE PORTIONS ACQUIRED BY THE STATE OF OREGON BY DEED O Q RIGHT-OF-WAY LINE OF PACIFIC HIGHWAY WAS ESTABLISHED BY HOLDING MONUMENTS RECORDED IN BOOK 185, PAGE 1, DEED RECORDS AND IN FINAL JUDGMENT CO 500 TO 505 PER SN 31685 WHICH WAS PREPARED FOR OOOT TO DEPICT THE ENTER IN SUIT NO. 26-698 FOR ROADS. CC ss G � �' Q RESOLVED RIGHTS-OF-WAYS FOR PACIFIC HIGHWAY WEST AND SW GARDEN PLACE. +`,� ALSO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: �. THE RIGHT-OF-WAY OF SW GARDEN PLACE WAS ESTABLISHED INITIALLY BY THE PLAT V'� ------___--2-4- V M $s / �/Q -____`-_ _4� BEGINNING AT THE ABOVE DESCRIBED POINT OF BEGINNING; THENCE SOUTH Q OF TIGARD ROAD GARDENS AS 40 FOOT WIDE WITH AN ADDITIONAL 10 FEET ADDED AS `,` / \" / 20'09'00" EAST A DISTANCE OF 125.19 FEET; THENCE SOUTH 63'00'00" . . 2 PART OF CAS NO. 26-698. THE CENTERLINE AND RIGHT-OF-WAY LINES OF SW l WEST A DISTANCE OF 201.24 FEET; THENCE NORTH 20'09'00" WEST A GARDEN PLACE WAS ESTABLIHSED BY HOLDING MONUMENTS 400, 502 AND 503 PER r� �, ;: i SN 31685. ss r / / �,/� - DISTANCE OF 150.00 FEET; THENCE NORTH 63'00'00" EAST A DISTANCE OF •O o f% / 151.48 FEET; THENCE SOUTH 89'14'10" EAST A DISTANCE OF 52.89 FEET, �"' �� WHICH IS THE PORTION OF BEGINNING. o THE SOUTHERN LINE OF THE SUBJECT PROPERTY WAS ESTABLISHED, PER DEED, ,G �,� T PARALLEL TO THE CENTERLINE OF PACIFICY HIGHWAY AT A POINT 150.00 FEET `� G ----"--- f_ ALSO EXCEPTING THEREFROM THAT PORTION CONVEYED TOA SOUTHERLY, WHEN MEASURED ALONG THE EASTERN RIGHT-OF-WAY OF SW GARDEN s5 E ED WASHINGTON COUNTY, Jo QPc ►� A POLITICAL SUBDIVISION, BY DEED RECORDED APRIL 15, 2010, AT RECORDING PLACE, FROM THE ORIGINAL 50 FOOT RIGHT-OF-WAY LINE. RIM: 214.27 d�P R+G1+T r R ' •., s'>N8718'33-W 38.16' ' .1 __ I ' NO. 2010-028671, THE EASTERN LINE OF THE SUBJECT PROPERTY WAS ESTABLISHED PARALLEL TO THE \‘1 .S).\''''\'\ yb/ a CENTERLINE OF SW GARDEN PLACE PER DEED AND SN 31685. $S �GF�� ©Rj/' �9•p8 !3� �� % a ALL MEASUREMENTS SHOWN MATCH RECORD UNLESS OTHERWISE NOTED. ii CP 30 /� SURVEY RELATED SPECIAL EXCEPTIONS (SCHEDULE B): \� FIDELITY NATIONAL TITLE COMPANY OF OREGON OWNERSHIP AND MONETARY FALLINGS SHOWN ARE FROM THE TRUE POINT. / __ --- ENCUMBRANCES REPORT ORDER NO. 45141708804 DATED APRIL 20, 2017. m -- DECkDOUS 9" NOTES: 1 1-+� vi‘l / 1.) NOT SURVEY RELATED `'� 2.) LIMITED ACCESS TO AND FROM THE LAND AS CONTAINED IN DECREE OF o �°� 1. ELEVATIONS ARE BASED NAVD 1988 AS ESTABLISHED BY GNSS OBSERVATION TO �` -its ">< �� • � \ G CONDEMNATION ENTERED IN THE PROCEEDINGS AS SET FORTH BELOW, WHICH 01, THE OREGON REAL TIME GNSS NETWORK (ORGN). RIM: 217.60 SHELL SIGN 0 PROVIDES THAT THERE SHALL BE NO RIGHT OF EASEMENT OR RIGHT OF ACCESS p� 2. THE TERM "CERTIFY" (OR ITS DERIVATIVES) SHALL MEAN A STATEMENT SIGNED STOP -8� LYNCH TYPE FROM THE LAND TO THE HIGHWAY OTHER THAN AS EXPRESSLY PROVIDED FOR IN d AND/OR SEALED BY A SURVEYOR REPRESENTING THAT THE SURVEYOR'S KNOWLEDGE, RICHT .-N ONLY � ` 'h = `�^N CIRCULAR /� \ DFckDous 9" Z �� ® / SAID DECREE: INFORMATION AND BELIEF, IN ACCORDANCE WITH COMMONLY ACCEPTED PROCEDURES is6�h 0 0 / \iili SUIT NO.: 26-698 CONSISTENT WITH APPLICABLE STANDARDS OF PRACTICE, AND IS NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED. \ / t; Q ` a�g2.7 © o' / �� COUNTY; WASHINGTONti E 4 �•\ COURT: CIRCUIT C 0 3. THIS SURVEY SHOWS ONLY THOSE DEDICATIONS AND EASEMENTS CONTAINED IN m ® ® ®® 2° 0�.PI GP DE k o/ , " t3 /�� c D us z `' �`' r o� �'� EN N\G�� F� IA All IN FAVOR OF: STATE OF OREGON, BY AND THROUGH ITS STATE _ THE SUPPLIED TITLE SEARCH. IT IS POSSIBLE THAT OTHER RECORDED ORN di UNRECORDED INSTRUMENTS EFFECTING THIS PROPERTY MAY EXIST. 4, e \ ® a s5 „o sa °". Q o�F �� 1 / I HIGHWAY COMMISSION 4. ORION GEOMATICS MAKES NO WARRANTIES AS TO MATTERS OF UNWRITTEN TITLE `' �r.'111k, \ s� . 2a �''/' ` NAME OF HIGHWAY; STATE HIGHWAY 99W (UUS SUCH AS ADVERSE POSSESSION, ACQUIESCENCE, ESTOPPLE, ETC. ` IM: 213.76 G �1�� MAPLE 12" / i a SURVEYOR'S NOTE: SITE HAS NO ACCESS ALONG HIGHWAY *� le /� , � 99W EAST OF C O 5. ALL STATEMENTS WITHIN THE CERTIFICATION, l 12' OUT I. .: 211. _ / cp. i MONUMENT '505'. �_ 0) AND OTHER REFERENCES LOCATED �, . ,�----��► ELSEWHERE HEREON, RELATED TO: UTILITIES, IMPROVEMENTS, STRUCTURES, BUILDINGS, P\ ielp/ if •:`, r`r) 1 j / �, t ) i . PARTY WALLS, EASEMENTS, SERVITUDES, AND ENCROACHMENTS; ARE BASED SOLELY ON \ �.� , , 18.03' , / z/ co 3-7.) NOT SURVEY RELATED C N ABOVE GROUND, VISIBLE EVIDENCE, UNLESS ANOTHER SOURCE OF INFORMATION IS r `'� : ; c^9 �` �, P\' / - 8.) ACCESS AGREEMENT, INCLUDING SPECIFICALLY REFERENCED HEREON. �i'.. v(‘'N - '�� ` �'� l Ii / s THE TERMS AND PROVISIONS THEREOF W / 'y (0 �'� / + BETWEEN: EQUILON ENTERPRI = N Ttv 8, SES LLC, A DELAWARE LIMITED LIABILITY > M � oO 6. THIS SITE IS DESIGNATED AS BEING IN A FLOOD ZONE X, AREA DETERMINED TO '` ` FAQ / �'� \ 111k /fa \ COMPANY, DOING BUSINESS AS SHELL OIL PRODUCTS US (SOPUS), ANDei BE OUTSIDE 500-YEAR FLOODPLAIN ACCORDING TO THE FLOOD INSURANCE RATE MAP, REM: \213.39 Q \ JACKSON FOOD STORES, INC., A NEVADA CORPORATION C Q N COMMUNITY - PANEL NUMBER 41067C0542E WITH A MAP REVISION DATE OF r- ° 2" IN LE.: 11.60 �� G' Cj� RECORDING DATE: MARCH '}'° 73 to) N [TABLE ] \ OCJ'� O�CJ f M C 4, 2008 !` Q t4 NOVEMBER 4, 2016. 'A' ITEM 3 -�� t 2" our LE.: 2 1.fl3 `� _ i N / *\ , - G�Cj RECORDING NO.: 2008-019224 7, THE SUBJECT PROPERTY CONTAINS 14 STANDARD MARKED PARKING SPACES AND Ply' \ DEClD 5 9" \ 1 HANDICAP MARKED SPACE. [TABLE 'A' ITEM 9] ' 1 4 f SURVEYOR'S NOTE: EXCEPTION IS IS A BLANKET IN NATURE. =U) Ln N mi---- \ r _ �,' JP ei 5 s `�' ' 8. PUBLIC UTILITIES WERE LOCATED AS MARKED BY ONE-CALL UTILITY LOCATE \ k\�1 „A2,4-', /' ,P�' \ / / 9 & 10.) NOT SURVEY RELATED as 0 Fi N N SERVICE FOR TICKET NUMBER 17099529. [TABLE 'A' ITEM 11] ` - '-\G \,, \ 4 14N - _ 11.} ANY RIGHTS, INTERESTS, OR CLAIMS WHICH MAY EXIST OR ARISE BYm r\ \ / `� O~ s ” __ REASON OF THE FOLLOWING MATTERS DISCLOSED BY SURVEY, 9. PRIVATE ONSITE UTILITIES WERE MARKED BY PRIVATE LOCATE SERVICE. [TABLE 'A' eti / I fry. DECIDOUS 4" /. _ ITEM 11] ----- cP �eigo , 0 s �• � - JOB NO.: 31363 __\10._. _ 10. NO READILY VISIBLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION 2r© v vi* MAPLE\6- /� / � �� sco, / �'/ /� DATED: JULY 15, 2007 �� ,p<;n DECIDOUS 6 / i --- PREPARED BY: GARY W. HICKMAN OR BUILDING EVIDENCE WITHIN RECENT MONTHS WAS OBSERVED AT TIME OF SURVEY. \ \ /{� ___- } j :,,,="ii......_____,i_iii:. [TABLE 'A' ITEM 16] / \ �/ / / --� ----__-- MATTERS SHOWN: 11. NO INFORMATION ON PROPOSED CHANGES TO RIGHT-OF-WAY LINES HAVE BEEN 0��, i , rAPLE 9" \ N ��' / / ---- i/ / A} THE 19.5 FOOT HIGH SHELL SIGN ENCROACHES INTO SW PACIFIC MADE AVAILABLE. [TABLE 'A' ITEM 17] g;\ �,� js" � o� 'oU / �' i -'"�i'� HIGHWAY RIGHT OF WAY BY 12.5 FEET MIDWAY ALONG THE FRONT OF >�12. NO READILY VISIBLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION O `•• ci" ' ° �� / - - / /�� Fj4/ 3�R£ \ FtF DECi 48 `/� -208 _----- / .-�'� / - .,i'--- THE SITE. i OR REPAIRS WAS OBSERVED AT THE TIME OF THIS SURVEY. [TABLE 'A' ITEM 17] , , .� \ # w \� • �oo Zt; ___- // �' B) THE 5 FOOT HIGH SHELL SIGN ENCROACHES INTO SW PACIFIC HIGHWAY a f 3. NO WETLANDS DELINEATION MARKERS WERE READILY VISIBLE AT THE TIME OF _ / _ ~ �''c " /� '� 1' / `� a �. k --'141---.. .e,, �� .�,'L� -- l� /// // _ - RIGHT OF WAY BY 7.6 FEET MIDWAY ALONG THE FRONT OF THE SITE THIS SURVEY. [TABLE A ITEM 18] Z c. " �� ' ---T coca �‘ �-- ---- X02--- �/ �- '�/ AS DISCLOSED BY DEED, tet{ N MAPG t5� `p_ECID S 18 ��fpL �.� "� �" `/ `' �/' ----- E , V 'N..., EckD Its 12" �W io ..-� / ,---2 --'' �� RECORDING DATE: MARCH 4, 2008 aFenSuous z� / - .I- _ � �� N LEGEND: o \o_ _-_ i-` oou ->� rvAc ".-- �C �.9�-j RECORDING NO: 2008-019225 - �` ,� ckDo ous" ~� ----'�- "� -�'-/ Q P--P) --�'` ---_ - - i_ -- .-----/ " SURVEYOR'S NOTE: ITEMS A & B NOT PRESENT AT TIME OF FIELD SURVEY. V M n t4-3 CENTERLINE OF ROAD {� SANITARY MANHOLE MONITOR WELL \ ' ��=�/' �� I!�� / 12.) ACCESS AGREEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF z_ cni RIGHT-OF-WAY LINE *co CLEAN OUT TEST BORE le _ _ "s o / SECTION LINE STORM MANHOLE ‘RAILROAD SIGNAL (NO GATE) � M •` t° _ -''r - �' �- / BETWEEN: EQUILON ENTERPRISES LLC, A DELAWARE LIMITED LIABILITY BOUNDARY LINE DRY WELL ��►► r �_ s ,-� COMPANY, DOING BUSINESS AS SHELL OIL PRODUCTS US SOPUS , AND Z---- RAILROAD CROSSING GATE 202 MAPC ,e• / ifr- / / M.- 6• � �FjN4tycwR� ,, PACWEST ENERGY LLC A DELAWARE LIMITED LIABILITY COMPANY ) Q- — — — LOT LINE CATCH BASIN �- - r �/ htCRLjE ' Wap7.10 -'1‘ RECORDING DATE: MARCH 4, 2008 %'EASEMENT LINE © MANHOLE (UNKNOWN TYPE) O BOLLARD \\c,:k.,® •. us gar / Ctal ;,;. d qp CURB FIRE HYDRANT 0 FUEL FILLER J' F• 26" �e / :;.�� w \ / RECORDING NO.: 2008-019226Cirrlr Q w ao EDGE OF CONCRETE FIRE AUTO CONNECTION 0 ei SIGN BOX ' > �,� / /, # .- " , SURVEYOR'S NOTE: EXCEPTION IS IS A BLANKET IN NATURE. 0! lati . _ EDGE OF PAVEMENT ® WATER METERt. S ! MAPk ui /�� 13.) EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL }- ' // ., .,,,.. o EDGE OF GRAVEL WATER VALVE ® BENCH MARK THERETO, AS GRANTED IN A DOCUMENT: CC _ �, A FOUND CONTROL AS NOTED '�\ ">=ti= STRIPPING OQ IRRIGATION VALVE °' � / GRANTED TO: PORTLAND GENERAL ELECTRIC COMPANY Cep ' C CHAIN LINK FENCE ® GAS METER SETA CONTROL AS NOTED \ �t , , y0 � 0 - }�' PURPOSE: ANCHOR EASEMENT SET MONUMENT AS NOTED / P C' RECORDING DATE: JULY 19, 2010 04- LL' J c0 WOOD / METAL FENCE ®G GAS RISER A8t, ., \FOUND MONUMENT AS NOTE[ 1.98)( WIRE FENCE 3 GAS VALVETa- aSD STORM DRAIN G GAS VAULT SET PHOTO CONTROL � / RECORDING NO: 2010-054357 UoDt�C o0 ss SANITARY SEWER SHRUB \IA AFFECTS: REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR Wo0O POLE z LOCATION ,' > . WATER LINE DECIDUOUS TREE <:;:;<:. <w::::::. O O- UTILITY POLE W/DROP �`', N a C GAS LINE *CONIFER TREE SURVEYOR'S NOTE: GUY ANCHOR FALLS OUTSIDE OF DESCRIBED EASEMENT. GUY ANCHOR o\'\Cj PLOTTED HEREON. U v c2- c, 66 r BURIED POWER A TRANSFORMER A/C ASPHALTIC CONCRETE r W rn / _-) coT U I T LEPHONE lEjPOWER METER YPC YELLOW PLASTIC CAPA T N cry BURIED CABLE TV OPC ORANGE PLASTIC CAP \ �P POWER RISER 1.0 M 0/I OVERHEAD UTILITIES P - POWER VAULT RPC RED PLASTIC CAP \ aPOSSIBLE ENCROACHMENTS o cp `°- CONCRETE © TELEPHONE MANHOLE ALC ALUMINIUM CAP - •� 1) FIRE HYDRANT FALLS OUTSIDE OF RIGHT-OF-WAY WITH NO EASEMENT.r n•_ " .•— ..21 a T TELEPHONE RISER IR IRON ROD C5 '" CANOPY 2) POLE FALLS OUTSIDE OF RIGHT-OF-WAY WITH NO EASEMENT. GUY ANCHOR DESIGNED BY: MRS DRAWN BY: MRS — _`_ j•- ' = T TELEPHONE VAULT IP IRON PIPE REFERENCES: FALLS OUTSIDE OF EASEMENT , CCTV CABLE TV RISER BRS BRASS -TITLE DOCUMENT CHECKED BY: JLC CRJ APPROVED BY: Ln ® JUNCTION BOX A AS-BUILT INFORMATION 3) 17 SQ FT OF SIDEWALK OUTSIDE OF RIGHT-OF-WAY, 00 0 ENCROACHMENT FIDELITY NATIONAL TITLE COMPANY OF OREGON OWNERSHIP AND MONETARY SCALE: 1'•20' PROJECT NO: 17856 LUMINARY4) LAWN AREA APPEARS TO BE MAINTAINED BY ADJOINER. i ENCUMBRANCES REPORT ORDER NO. 45141708804 DATED APRIL 20, 2017. SHEET TITLE: )4E-/-0\ STREET LIGHT .` -RECORDS OF SURVEY: 5) POLE, VAULT & RISER FALL OUTSIDE OF RIGHT-OF-WAY WITH NO EASEMENT. Zr) TRAFFIC SIGNAL R1) 31685SURVEYOR'SEXISTING c, SIGNAL CONTROLLER CERTIFICATE:. ` R2) 19450 CONDITIONS TO PACWEST ENGERY, LLC, A DELAWARE LIMITED LIABILITY COMPANY: 2R3) 09496 MAP a0 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS UTILITY STATEMENT: -PLATS: BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL THE UNDERGROUND UTILITIES SHOWN ARE BASED ON SURVEYED UTILITY P1) CROW PARK 217 REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND o ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 5, 7A, 7B, 8, 9, SHEET NO: o LOCATE MARKINGS AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO P2) TIGARD ROAD GARDEN 11, 13, 16, 17 & 18 OF TABLE A THERE OF. THE FIELD WORK WAS GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH -DEEDS; UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR COMPLETED ON MAY 22, 2017. 811 . Know what's below. o FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN DOC. NO. 2010-028671 SIGNED: JOHN D. PUTNAM, PLS 8 ' Call before you dig. ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT DOC. NO. 2008-019225 REGISTRATION NO.: OREGON PLS 2676 Dial 811 - THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION WASHINGTON COUNTY CIRCUIT COURT CASE 26-698 C 2 . 0 > DATE OF MAP: JUNE 18, 2017 �� (1-800-424-5555) AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE BOOK 185, PAGE 001 UNDERGROUND UTILITIES. o PAGE NUMBER: 3 of 9 j i J I i SC AND DEMOLITION PLAN • - - JA CKSONS FOOD STORE #519 - TlGARD DR411. EROSION CONTROL CALLOUTS: 1. CONTRACTOR TO INSTALL SILT FENCE AROUND PERIMETER OF SITE AS NECESSARY 1 Q CO ' - SECTION 36 TOWNSHIP 1 SOUTH RANGE 1 WEST W.M. TO PREVENT SILT-LADEN RUNOFF FROM LEAVING SITE, AND AS DIRECTED BY CITY (Ni „_` , CITY OF TIGARD, WASHINGTON COUNTY, OREGON INSPECTOR PER CLEAN WATER SERVICES STANDARD DRAWING NO. 875/C3.1. 0 = CV 1 --20 2. CONTRACTOR TO INSTALL TEMPORARY INLET SEDIMENT PROTECTION AT ALL EXISTING Z 0 0 0 10 20 40 - AND PROPOSED CATCH BASINS AS NECESSARY TO PREVENT SILT-LADEN WATER (L I z 1 / G FROM ENTERING STORM DRAINAGE SYSTEM. COORDINATE PLACEMENT WITH PROPERTY ` U. �fYt:��YIY:I�iC� o O 5s..--- - S p! / OWNERS AND AS DIRECTED BY CITY INSPECTOR PER CLEAN WATER SERVICES O STANDARD DRAWING NO. 920/C3.1. . �, W p\G 3. CONTRACTOR TO INSTALL TEMPORARY CONSTRUCTION FENCE AND SITE ACCESS GATE � V ss / (6� TALL CHAIN LINK WITH LOCKING DEVICE) PER CLEAN WATER SERVICES Cr) Q 0 ® DEMOLITION CALLOUTS: / STANDARD DRAWING NO. 1005/C3.1. FIELD VERIFY AND COORDINATE EXACT Z O_ 5 / /��----"------ LOCATION WITH OWNER. Q Q z. 55,---"--------- --- ,- / G 1. APPROXIMATE SAWCUT LIMITS, TYPICAL. l ,✓✓✓ / __---z'g y/ 7 4. CONTRACTOR TO INSTALL WATTLE PER CLEAN WATER SERVICE STANDARD DRAWING Ne ... -ret A Q 2. DEMOLISH EXISTING ASPHALT AND DISPOSE OF OFF-SITE, TYPICAL. `� / / / .-'-� _____7/ NO. 880/C3.1. 0 �' S ` `V` - o �- \ /41::/-7 V DEMOLISH EXISTING CONCRETE CURB AND DISPOSE OF OFF-SITE, TYPICAL. `` • / Q 3. P� SIG 4. DEMOLISH EXISTING CONCRETE SIDEWALK AND DISPOSE OFF-SITE, TYPICAL. s \001 G 5. DEMOLISH EXISTING BLOCK RETAINING WALL. G`G�G �+ G / %� _-- CO V `'s A ` / .� IG ,. .�, 6. REMOVE EXISTING FENCE, TYPICAL. / Q r 4C-9\15N RIGHT L.•, T '� , � �N89'18'331N 38.196/' / 1• '` -- CONSTRUCTION SCHEDULE: J 7. REMOVE EXISTING LOT LIGHT AND APPURTENANCES, TYPICAL. i �oNG� G� 30 0�04-'' \-- �9yI 16- 1. PRE-CONSTRUCTION CONFERENCE. a Ep PROF )14 SOL FSS 8. REMOVE EXISTING TREE, TYPICAL. REFER TO TREE REMOVAL AND PRESERVATION ,� 2. FLAG ALL WORK LIMITS. �� /p PLAN FOR ADDITIONAL INFORMATION, INCLUDED WITH LANDSCAPE PLANS. / �, U / \, 3. NOTIFY SEDIMENT CONTROL INSPECTOR TWENTY-FOUR (24) HOURS PRIOR TO START • •='E r 9. REMOVE EXISTING HEDGE, TYPICAL. 40,./,,,,<....0).., v � \' "' \, OF CONSTRUCTION. T m ;,;(*.i, 10. REMOVE EXISTING PARKING STRIPING, TYPICAL. RIM: 217.60 SHELL SIGN_ ® 4. IDENTIFY AND PROTECT ALL EXISTING VEGETATION TO REMAIN. := IA' <\ N°' 0 0111- 1 R 0 `K a 0� LYNCH TYPE ® o C+ • 14'2 �+ ,\ 11. DEMOLISH EXISTING BOLLARD AND DISPOSE OFF-SITE, TYPICAL. REMOVE EXISTING TOP - G 0v =.•'* •`$ CIRCULAR ® �J DECIDOUS 9" 5. PERFORM CLEARING AND GRADING REQUIRED FOR INSTALLATION OF PERIMETER ' IS R.. # `O O ASPHALT AS NECESSARY. RIGHT .RN ONLY 0- 0 E ® ® ® ; CONTROLS. zc1 '` y S, '� k EXPIRES: 6-30-21 12. DEMOLISH EXISTING WHEEL STOP AND DISPOSE OFF-SITE, TYPICAL. �� G ®® ®® 2 6. INSTALL PERIMETER RUNOFF CONTROLS; NOTIFY SEDIMENT CONTROL INSPECTOR AND i ti� 2 O \ • J 08-a \-\-c•Z\GP�9. \ / OBTAIN APPROVAL BEFORE PROCEEDING FURTHER.0 Li E FL P G ,. S ® Oo, c,- EG \,, F�' t / 7. INSTALL STORM DRAINAGE PROTECTION. C 0 SPECIAL PROTECTION CALLOUTS: " .. �� QPM PGF 6�2 /-''' ` i �� QZ�. -------- MAPLE \ ' I 8. COMPLETE ALL REQUIRED STOCKPILING, SITE CLEARING, AND GRADING. C d / ` \ \'6 ./' MAPLE 12" / yj ( L {n 1. EXISTING SIDEWALK TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. IM: 213.76 / a rj 9. APPLY TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY ON ALL S Rl 2" our 1E.: 211.� * � �'� , 1 �~- ....°"''''' 0 / / 1. DISTURBED AREAS WHERE WORK MAY BE DELAYED OR IS COMPLETE. DO NOT +-i Ce 2. EXISTING LOT LIGHT TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. \ disiwAcer= `• (1' ,tik � 1a.o3' /-- o / 6if ' LEAVE LARGE AREAS UNPROTECTED FOR MORE THAN SEVEN (7) DAYS. �- 0 TI BLOCK RETAINING WALL TO BE PROTECTED FROM DAMAGE DURING rte'= . 9�� '�• ` 0 '� P 2 5./// 1 ' 10. COMPLETE PARKING LOT CONSTRUCTION. = CD tn chi 3. EXIS NG �_�, s�0y Q / I 3 a ct. .12 CONSTRUCTION.. ��,a�, G s .�f{ W � �v �� \ , 11. COMPLETE FINAL GRADING, STABILIZATION, AND LANDSCAPING. N RIM: \213.39 X ` �O ` a) 4. EXISTING FENCE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. p 2" IN I.E.: 11.60 it s / _`G► C� © ` / '�`�` .,`Cj 12. NOTIFY SEDIMENT CONTROL INSPECTOR AND OBTAIN APPROVAL TO REMOVE C < CO N TOPROTECTED FROM DAMAGE DURING 12" OUT I.E.: 2 1.03 0 1- 1 �5 Q\`� / SEDIMENT AND EROSION CONTROL MEASURES. = ',F, -o 5. EXISTING ASPHALT PAVEMENT BE c\ rkii CONSTRUCTION. p,() 0 ~' / Q Ilk% DECID IS 9" N Q 6. EXISTING TREE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION, �, �2--- \___--- \AT\ , -441.1 _ _ � k',`�1 # (4\7,-.� � �,��0 / -- GO'6 J/ / �e i = +.; N 4\ TYPICAL. REFER TO TREE REMOVAL AND PRESERVATION PLAN FOR ADDITIONAL ;1144 �'' _ . . ./ / / a �_ HAULING/SILTATION CONTROL NOTES N c INFORMATION INCLUDED WITH LANDSCAPE PLANS. ` Q ' `" j \il*- ,.. / � ' 3,, / co 0 00 cs N IT:��.> 0 F�j-� DECIDOUS 9" i ��* �'.. - 1. PUBLIC STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED BY CO V r YNt / ,,, cPP ' ® l 0 , %i „--/ i WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED METHODS ON \ --24-e- til \\ • Y - /� A DAILY BASIS. LE 6 ' / 0 O`er / --•� (� \ �� ,'1, 0 Q 7 / -- / ----! 2. CONTRACTOR SHALL PROVIDE SILT BAGS OR OTHER SILTATION CONTROL MEASURES I � / - ON EXISTING CATCH BASIN(S) IN PROXIMITY OF WORK WHICH HAVE POTENTIAL TO /' ��© R �Y ' 41.1,11.0.--'z " / `� � '� / i RFA RUNOFF FROM THE WORK AREA OR ANY LOCATIONS THAT MAYi - _ - ii ita,\-\- / / / RECE VE SU CE- \ 28+ ` \ ,. P ,- ai ��\� `� � / / / / / -� BE DESIGNATED BY THE AUTHORITY HAVING JURISDICTION DURING THE COURSE OF L :, „\1/4.- \ '410S4et'\ 0 \." a \' DECiD as 2� / / / - - THE WORK. al Q \ / 4\A'' a � � /V- �� '� /Z5' • / / / 3. EFFORTS SHALL BE MADE DURING CONSTRUCTION ACTIVITIES TO STABILIZE ALL i-/ a �� 0 / ______,±,,(-- ---•;.15'‘9"; F �\�' / ------ -'�j _--�/ .- DISTURBED AREAS AS QUICKLY AS POSSIBLE TO MINIMIZE EROSION. 0- lit a �` C `` ��r. : IDOU5atS- / 3, �� /�- / 4. ITEMS FOR DEMOLITION ARE DEPICTED PER DESIGN DRAWINGS. CONTRACTOR TO P t� .. ` , '%,..!.� Q / _-- 5��% i �g�- / �� VERIFY AND LOCATE ANY ITEMS FOR DEMOLITION PRIOR TO START OF �- �� -- ,�� ` ,/ / �� - �- i CONSTRUCTION AND NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. IMMEDIATELY N 2L ki J o. c �s ..o" 7.�: Q / / �,� jQ / --� OF ANY DISCREPANCIES. ____-- _,....„ __--- /ei 044 / \\----- 0,, lb..,IP ..tifikt. . ,01Nol, ,.,„,),_„-- ,----- ------ �� ' BMP MAINTENANCE NOTES - __- cm Ls,_ - / i M - E e' R�jA,N;raG WALE X02 04 • ' • :11."P ---'y / /- °" 1.1. AREAS TO BE CLEARED, GRUBBED, AND EXPOSED AT ONE TIME SHALL BE KEPT TO co i CJ) M s . " 'us 24-4,,,, , /�/ie / THE SMALLEST AREA POSSIBLE. W 000 \ Al / / !Ciiiii),,,) o0 r:1126 0. 2. TEMPORARY GROUND COVER SHALL BE PLANTED OR A FILL TACKIFIER SPREAD OVER144 Lu co �� / 1411.0 „ ' � EXPOSED AREAS NOT BEING WORKED ON FOR 14 DAYS. _ p CD �8e_ MAPL / I/l , H N s r'' '� 3. TEMPORARY EROSION CONTROLS SHOULD NOT BE REMOVED BEFORE PERMANENT <`;<> TESC LEGEND: l , , / , a EROSION CONTROLS ARE IN-PLACE AND ESTABLISHED. 1 ' Q _ N N . ooT � 4. ALL MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN PLACE _> co 0 TEMPORARY INLET SEDIMENT p `' O U r8.. / / BEFORE ANY SAFETY MOVING OPERATIONS ARE INITIATED. , ' L. _ -I C EEPROTECTION aAtalOi, f g < .s s s SILT FENCE G 5. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE CHECKED AND UPDATED, f (f) U 0O' - Z = CO y� AS NEEDED, AT THE END OF EACH WORK WEEK AND IMMEDIATELY FOLLOWING EACHLIMITS OF DISTURBANCE RAIN EVENT. w p o M ATIMAYNECESSARY. CONTRACTOR SHALL INCLUDE ' C� cV 6. DEWATERING OF EXCAVATIONS BE WATTLE DEWATERING NOTE: ALL PROVISIONS FOR DEWATERING OF EXCAVATIONS IN HIS BID. mom mimm minim maim 1 . V w Q3 BASED UPON THE GEOTECHNICAL REPORT, DEWATERING LIKELY WILL TREE RETENTION NOTE: BE REQUIRED. IN THE EVENT DEWATERING IS REQUIRED, THE GENERAL PROTECTION R IR T T E U EMEN S. F R R P P EEQ A N 0 F T E LA .a+ R LANDSCAPE NI\ R TO EE F.-- _. , ASPHALT TO BE REMOVED CONTRACTOR SHALL CONTACT THE AUTHORITY HAVING JURISDICTION TEMPORARY DUST CONTROL MEASURES d- o OVER THIS PROJECT AND OBTAIN REQUIREMENTS FOR TREATMENT CONTRACTOR TO COORDINATE WITH ARBORIST DURING CONSTRUCTION M ACTIVITIES FOR TREE RETENTION. 1. THE CONTRACTOR SHALL MAINTAIN A SUFFICIENT NUMBER OF WATER TRUCKS AT AND/OR DISCHARGE OF THE REMOVED GROUNDWATER AND PROVIDE THE SITE AND SPRINKLE THE GRADED OR GRUBBED SITE WITH WATER AS REQUIRED V •_. r.r -,.. .. •. i : j ' •`:,'•1 CONCRETE TO BE REMOVED SHORING AND DEWATERING SYSTEMS THAT ARE CAPABLE SUCH ' CONDITIONS. TO CONTROL DUST. • DESIGNED BY: MRS DRAWN BY: MRS w I 2. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO THAT ALL EXCAVATION, CHECKED BY: JLC APPROVED BY: CRJ to CURB TO BE REMOVED UTILITY CAUTION NOTE: EMBANKMENT, AND IMPORTED MATERIAL IS SPRINKLED WITH WATER DURING HIS CO 1"-20NO:' PROJECT 17856 n INLET PROTECTION NOTE: GRADING OPERATIONS. i i i i t r i i i i I i i i TEMPORARY CONSTRUCTION FENCE SURVEY INFORMATION SHOWS THE EXISTENCE OF POWER UTILITIES ON SITE. SCALE: SHEET TITLE: GENERAL CONTRACTOR SHALL PROVIDE INLET PROTECTION FOR ANY CONTRACTOR SHALL ORDER INDEPENDENT UTILITY LOCATES, COORDINATE WITH 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST CONTROL DURING a) CATCH BASINS THAT MAY RECEIVE SILT LADEN RUNOFF FROM THE PURVEYOR, AND TAKE ANY NECESSARY ACTIONS TO LOCATE THE UTILITIES CONSTRUCTION AND SHALL FOLLOW THE CONSTRUCTION METHODS ESTABLISHED BY TESL AND a) c '- CY+ 0 ND °, TREE/SHRUBS TO BE REMOVED PROJECT. ON-SITE PRIOR TO CONSTRUCTION. THE CITY OF TIGARD. DEMOLITION CD PLAN CO UTILITY CONFLICT NOTE: STOCKPILE NOTE: MONITORING WELL NOTE: 0 0 SHEET NO: D n THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH GENERAL CONTRACTOR TO COORDINATE WITH OWNER FOR SUITABLE MODIFICATION OF ANY EXISTING MONITORING WELL MUST BE COORDINATED WITH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE STOCKPILE LOCATION PRIOR TO CONSTRUCTION. JACKSONS/SHELL MONITORING WELL PROGRAM. ALL EXISTING MONITORING WELLS SHOWN TO ul UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. BE REMOVED OR ABANDONED SHALL BE PER D.O.E. STANDARDS. GENERAL CONTRACTOR THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-332-2344 AND THEN POTHOLING ALL SHALL PROVIDE A LICENSED DRILL CONTRACTOR TO APPLY FOR N.O.I. W/D.O.E. TO Know what's below. OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY DECOMMISSION WELL AND SUBMIT PROOF OF COMPLETED ABANDONMENT PRIOR TO Call before you dig. C3 • 0 ._ WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS OCCUPANCY/PERMIT FINAL. Dial 811 I ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING / (1-800-424-5555) o a ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. PAGE NUMBER: of ¢i . i LSC AND DEMOLITION NO 1 ES AND DETAILS JACKSONS FOOD STORE #519 - TIGARD, OR }- SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M. i Q N CITY OF TIGARD WASHINGTON COUNTY OREGON ' i N z 0 cb W = z in u O U 0O L FOR FURTHER INFORMATION NOTES; V LL ON Cl)DEEC SEE 0 F CHAPTERR 4 OF F CLEAN WATER 1. WHEN RAINFALL AND RUNOFF OCCURS,A KNOWLEDGEABLE AND EXPERIENCED PERSON IN THE PRINCIPLES,PRACTICES, VJ am SERVICES EROSION PREVENTION INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE MUST PROVIDE DAILY Z ANGLE FILTER FABRIC FENCE TO AND SEDIMENT CONTROL INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS. O ASSURE SOIL IS TRAPPED PLANNING AND DESIGN MANUAL. I 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH CO 0 I grit_ MAY 31ST EACH YEAR. ,, I cr`�� 1 ,, .„E',) „° 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. _I Q I7 _,T4., I" PEAR FGR BAG REMOVAL • @ 9� • 1 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL r t si ;;r' -;,,;` f ..Y. 11 TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF v V CATCH BASIN GRATE EXPOSED SOIL IS ESTABLISHED. Q CIO F- .� \I "i"..?""' �"� WOOD STAKE S. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALLTIMES DURING CONSTRUCTION.UNLESS ET PLACE WATTLES ALONG SLOPE CONTOURS. OTHERWISE APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH = r - BASINS. PROFILE 6. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE NOT O SCALE �, II ii SITE AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM INTERLOCKED 2"x 2• III II , I I I I I I I I I I I I I I I I I I I I I I . CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE V POSTS AND ATTACH PLAN VIE vv Ael% CATCH BASIN PREFORMED ACCORDING TO THE OREGON DEPARTMENT OF STATE LANDS REQUIRED TIME FRAME. 0 NOT TO SCALE bp, ^`f 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. �.I 1-1':::;::•.. ti EXPANSION RESTRAINT 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3-RD THE E.' WHEAT STRAW, RYE � ' r'=�`'� '�� _- s , ' ;.>. Rto PROF£ GRASS STRAW, °' ._,:. ,:;'� ; BARRIER HEIGHT AND PRIOR TO THE CONTROL MEASURES REMOVAL O. USE STITCHED LOOPS ='`r " STAGGER COCONUT OR ,;DEE.::: ;; �.' :'-` 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY SO% A Ne SS 3' MINIMUM `:` - a , AND AT COMPLETION OF PROJECT. �! i0 JOINTS EXCELSIOR WATTLES �.�:ze: - - I OVER 2"x 2" POSTS NOTES; x c; DE" . Y �� FROM TOE SLOPE. - '--' 'I: ' 10.ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER SORAGE,APPLICATION,AND DISPOSAL U 1. BURY BOTTOM OF FILTER FABRIC 6" " ." ` -"EVERTICALLY BELOW FINISHED GRADE. • , . 11.THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARYT2. $"x 2" FIR, PINE OR STEEL FENCE ° WASTE,LIQUID WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. mV • 4j4, 2-6A'Q" POSTS. STORM PIPE ' " 12.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABUSH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. IP /•-EGON3. POSTS TO BE INSTALLED ON UPHILL S E C TION NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED ANDy�/�/ • t__. SIDE OF SLOPE. dobi CARE SHOULD BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. 0R Ii44 4. COMPACT BOTH SIDES OF FILTER NOT TO SCALE 2 \ �»% FABRIC TRENCH. STAKING SPACING e " , s 13.OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND O � 14' j�� C. 5. PANELS MUST BE PLACED °�� 4' O.C. . i SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL S R.S ` FILTER FABRIC /f ACCORDING TO SPACING ON DETAIL •. • I, ` j `a ; REGULATIONS. O '�� MATERIAL 36" _ NO 444 FLOW FLOW " •- _ 14.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE z EXPIRES: 6-30-21 YIDS ROLLS- �- ° ♦_ AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PROFILE PERMITTED BEYOND THE CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE NOT TO SCALE ° PROJECT.NOTE VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL • ° MINIMUM I' NOTES, 15.PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE, V OVERLAPPING WOVEN PERIMETER SEDIMENT CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. C 0 - ON UPHILL 1. STAKING SPECIFICATIONS: %� �� •y « •• !* SIDE FILTER SACK 16.IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES•: .•a¢`�S1«•'."`.«3`S�• «`�.�' < �' 'r " �+` ° a. 1"X2" WOODEN STAKES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. -' C ••, � 04* ,«•t," •'I`'• db.; 4 ° b. ADDITIONAL STAKES MAY BE INSTALLED t3N ` .�• 'P « > �' FILTER FABRIC MATERIAL DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR 17.WATERTIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT VW 2'-6" Xi ..-' C,««�. .•`.«.•'«S r.•. 1�, «;.:3` '' 36" WIDE ROLLSVW r.'� ' O HIGHLY EROSIVE SOILS- IS TO DRAIN THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR �4EAM:E •. • ,'• i CATCH BASIN INSERT MINIMAL SPILLAGE. 4'-O" :*XA ��•«•«••''U O Oi«• ii•«•• .4i••P' ° 2. SPACING IN ACCORDANCE WITH DETAIL 940. W .•�,� . �+�.*y`! -+.:q �'.�'�*'+ \ 18.ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND D .t! . +�.,�/'' �,may,, s ° 3. REMOVE ALL ROCKS, CL(1DS, VEGETATION OR THROUGH A SEDIMENT CONTROL BMP(I.E.FILTER BAG). 6- �►� V / .f 4 �/2 j OTHER OBSIRUCDONS SO THAT THE INSTALLED •� O Ch / WATTLES WILL HAVE DIRECT CONTACT WITH THE 19.THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT (n L f ` - PLAN VIEW SOIL. SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. w R L NOT TO SCALE 4. INSTALL THE WATTLES IN A 2" DEEP TRENCH, NOTE' 2D-THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE D 'Q fi'MAXIMUM SPACING FOR FURTHER INFORMATION INSURING THAT NO GAPS EXIST BETWEEN THEFUR FURTHER INFORMATION CONSTRUCTION PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. W 1. RECESSED CURB INLET CATCH BASINS C N 1'-6" - ON DESIGN CRITERIA SEE SON. AND THE BOTTOM OF THE WATTLE.. THE ON DESIGN CRITERIA SEE FRONT VIEW CHAPTER # OF CLEAN WATER ENDS ADJACENT WATTLES SHALL BE MUST BE BLOCKED WHEN USING FILTERan CHAPTER 4 R CLEAN WATER 21-WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. ^' ; (`� SERVICES EROSION PREVENTION OVERLAPPED 1 FT. MINIMUM TO PREVENT FABRIC INLETSACKS. SIZE OF FILTER SERVICE; EROSION PREVENTION 22.IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER W 0 NOT TO SCALE AND SEDIMENT CONTROL SEDIMENT PASSING THROUGH THE FIELD JOINT. AND SEDIMENT CONTROL N C Q 00 N PLANNING AND DESIGN MANUAL FABRIC INLET SACKS TO BE DETERMINED PLANNING AND DESIGN MANUAL. SPRAYING,PLASTIC SHEETING,MULCHING,OR OTHER APPROVED MEASURES. •.... BY MANUFACTURER. 23.ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. }a N *V STANDARD EROSION CONTROL IA h n INLET PROTECTION N E Q I f E(`� T FENCE Clearwater Services WATTLES Cleanwate; Services TYPE 5 Cleanwater Services NOTE EO S! TES LESS THAN 1 CleanWaber Services L. N v N DRAWING NO. 875 REVISED 12-16 DRAWING NO. 880 REVISED 12-16 DRAWING NO. 920 REVISED 12-16 DRAWING NO. 945 ACRE REVISED 12-16 W t/ Q T L a L. y 'v� v , = J N S C' Ll 4 Vi W r a 4 < In 1� 0, © z o m `C (D31io3 is sv) 3 "" o rr ! ,A-.9 D1 A-,b W U CIO WI! 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O z DEE g. z 'S 1 z N siv. 401,4 �I.Fry, ^ O __ o .in r 11 ?yJ zc., i�� co -z .a$nm Q s =z W C �yp,�W F..t.: O W �/ z 4 {n ti r Q] O.- U1� my ``. 4) ti O i G` V. Fm5 DESIGNED BY: MRS DRAWN BY: MRS w a.EE o a `r re It on �' W a' CHECKED BY: JLC APPROVED BY: CRJ tog 5 E ii y SCALE: N/A PROJECT NO: 17856 V W p q [r moo 6 Y6 uLI ., '1 ±+;vs y. Lr... i�.�"'�1v�% SHEET TITLE: c 1�1-1 Do ` 4TESC AND c NOTE: ALL EROSION AND SEDIMENT CONTROL DETAILS ARE FROM DEMOLITION c CHAIN LINK FENCE CLEAN WATER SERVICES (CWS) EROSION PREVEN11ON AND to AND GATE Ceanwater Services SEDIMENT CONTROL PLANNING AND DESIGN MANUAL NOTES AND oo 3RAWING NO, 1005 REVISED 12-06 DETAILS 0. SHEET NO: o .----- (E) rE v Know what's below. 8' C111 before you dig. C3 . 1 a_....„ Dial 811 1 �� (1-800-424-5555) 5 (� o PAGE NUMBER: of j . SITE AND HORIZONTAL CONTROL -�- _� ____ _ _ - JA CKSONS FOOD S TORE #519 - TIGA RD OR ,„,_ :.,,_ _,„ d � Q SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M. � N r=2p' z I N CITY OF TIGARD, WASHINGTON COUNTY, OREGON ' I � 0 10 20 40 E\\\\\ \\\\\\\\\\\\\\ c U p O u V, U oc ® SITE DEVELOPMENT NOTES: co ZEL i G 1. EXISTING JACKSONS CONVENIENCE STORE TO REMAIN. --- ----- 'sy�/ P` / / 2. EXISTING FUEL CANOPY AND UNDERGROUND TANKS TO REMAIN. ./- PG 0 V' U y5- Q p 3. CONSTRUCT CONCRETE BARRIER CURB PER DETAIL 1/C7.0. - - - 4. PAINT 4" WIDE WHITE REFLECTIVE PARKING STALL STRIPES, TYPICAL, s5 �' �/'� , O_ 5. INSTALL LOT LIGHT PER DETAIL 5/C7.0. CONTRACTOR TO REFER TO ELECTRICAL 1 � v PLANSREQUIREMENTS TR TI RP Sy �' O FOR PRIORTO CONSTRUCTION.ON. REMOVE/ REPLACE ASPHALT ` .- _,,,,AV'''')--.' 1, \ AND TRENCH AS NECESSARY TO ROUTE CONDUIT TO NEW LIGHT. CONTRACTOR SHALL r REROUTE CONDUIT AS NECESSARY TO AVOID PROPOSED WALL GEO GRID. p� l ��/ / -� ✓ P Ia. ,v,/,- -t. . 6. CONSTRUCT ASPHALT PAVEMENT PER DETAIL 2/C7.0. �� - `'� S/ `�` �' G y' '�NA I rY •21 E r 7. INSTALL 12.5 MAXIMUM HEIGHT ALLAN BLOCK WALL, SEE GRADING SHEET FOR WALL ss A(j / •� IC J ,, ELEVATIONS. FOR WALL NOTES AND DETAILS SEE SHEET RIM: 214-27 Q t^ ��c$' ' RIGHT T R �f b �','-Ns9'is'33"W 38.16 ` '1 -- m,----- r.-- .-EGON 8. CONSTRUCT BLACK CHAINLINK FENCE PER DETAIL 4/C7.0 TO MATCH IN KIND. S r'( �, 3� �j tie / 1� o (IAA, R. 14 20 '� 9. INSTALL BOLLARDPER DETAIL7 TYPICAL. RIM: 8 C. f/ G J � . D 1S R.JOAt' \QI NS LL E 3/C .0, C L. ,;5>. %z--\(' f ,� • / DECIDOUS 9" O 10. EXISTING CURB TO REMAIN. G / '� v 14 ` `, /r Z EXPIRES: 6-30-21 044%1 se 11. EXISTING SIDEWALK TO REMAIN 1 / --24-6 - * j ,t' 12. EXISTING MONITORING WELL TO REMAIN 44 - o\ RIM:LYNCH 1TYPR0 SHELL SIGNti E v TOP - ' G >' - `... ��'/ CIRCULAR E ® �� DEC�DOUS 9" �r RIGHT RN ONLY / / �•'S © ® / IN CO G 0 0 v cD \ . i G S ® CO �N��G��1N�� /� 4 DECIDC�US 12` •- 0 an LINE TABLE CURVE TABLE --� ! ► .. S '--� ® P�, Qk2a6\2 tillW / J C Length CurveLength /40,- �° �, �1 _ MAPLE 12" 1 W M Line # g Direction g Radius Delta �IM: 213.76 44_ / 13) 13) > 0 12" OUT i.E.: 211404 � f Li 46.48 S26' 47' 43.31"E Cl 15.84 10.00 90.74 P, \ •/ J �, l o i ,/ I a •� -� dl N _/ ` \ -� 18-03' /4. I / � ." N ' " C2 4.71 3.00 89.970 ' 4)*'`' " x _ �` 1�'110 I N Q \__________4+9_\ L2 22.50 N63' 14 51.01 E / rliF �� v `� P l III ri- .0 rn ti) N L3 18.50 N63' 26 12.46E t/ 10 : �F�°�, \ / A� 6, sI0� i C Ln RI c NRfM: `113.39 s j O� Q?,\\s ` \ O N N L4 7.12 N26 45' 08.99"W e , � �► �+� m U r �., 2" IN I.E.: 11.60 \ , ,$tij / -(�� 5 J - \ {:"� 12" OUT LE.- 2 t.030\ 1.10 \S`` O� O � ' ,, ;,,.,,,r, -- \ .\ 10 O i �2- - G` \-- C1 O ; �/ �P 'I�5 0� �i ©SCPP ' c\l- ...-\: N 1 ' 'all l\ 2es,.....0 ________ VIi .,'''''-j''- _____. \\ RI,c,, _.,,,„...„.,17,H.„, inA.,. ') 44 \ ;\, '.';-/A. \--I' ---.. ".'141;*;39...," I. cc kp \ lY \Li 114, el' ...)..a) C(� ` `,O ^. �. ►, vaN� OECiD0U5 6" i ----- .------- ��- -- -- i.1. NISII 0 A\ [1,, • .,-,.,- 01' /A\ 19' ___.---- 0* \ \\ L1J �}0 ! r\. \,, ©i ��;1• �// _-.. so'• / _ �� - U M 2G •' --,-'� a �>> �` �� /� ��0\11______ �-- �, Q4J- �� ---- f_ CIO clates MAPL " ,`\� 2 ' �� ` �N6•t ------ l) O •�i� %s/i-- ____„--13��/ - $� �' - / �"L� -- 1-98-- ------ �'-! eft ri.% o � Zt '� iC0 ;� .IDD 2..© - f � /�Q �� ---------" - - '� �" OO / V) g,A6N11 C) LU CO i -. 2026. ,-�� / TAINING I- X c \--- (a,' : -- 1 o" ----- --- _---' ___\c,,0------ .„-- •.- ► t . /' O ::::'s' ..: fOM cc C 2 _.," -- / i,',:1,1:.ii):: „:,:,::,:ii: -: \‘' ,i':'E.'.HV > A' . -2ee- .-4r, r MAPL / Aciii*' /1PIP "' 2ah U c opo w co moi-'"" �� / sik z xti: . a o 7 ' P,v � O = a C }�" \\‘‘M PL 18" / // � V � O N cu co a \ / ` ,0 \ , I l: V DESIGNED BY: MRS DRAWN BY: MRS . I CHECKED BY: JLC APPROVED BY: CRJ SCALE: 1.-20' PROJECT NO: 17856 01 SHEET TITLE: c SITE AND. a, HORIZONTAL HORIZONTAL CONTROL NOTEtO • CONTROL N. NDCONTANYTOR SHLL HAVE ALL OTHERA AABOVE GROUNDR PERMANENT OPERTY EST UC URE I DEPICTED S, CURB, SDEWALK, SON THESE PLANS STAKED TRUCTURES, CONCRETE DS PLAN g 0 0 FOR CONSTRUCTION BY A LICENSED SURVEYOR. LICENSED SURVEYOR SHALL STAKE ALL ITEMS SHEET NO: cp USING COORDINATE GEOMETRY (RECTIFIED TO SITE CONTROL) CONTAINED IN CAD DRAWING FILES N PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETRIEVE LATEST CAD FILES FROM BARGHAUSEN CONSULTING ENGINEERS INC., Know what's below. o REFLECTING ANY ISSUED PLAN REVISIONS. BARGHAUSEN CONSULTING ENGINEERS SHALL Call before you dig. i IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. 811 A Dial 811 '!�% 1 C4 . 0 m (1-800-424-5555) o PAGE NUMBER: of i i GRADING AND DRAINAGE PLAN _ - ��--- - #519ARD DR __ - _ - TIGFD0DSTDRE a) Q CO _-:� -- d SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M. N CITY OF TIGARD, WASHINGTON COUNTY, OREGON o = n 1 =10 z00) 0 5 10 20 W I z ...... O p, e \ __,_,../ \ "5 \,, \ N° • c,\-\`°. \C)\( Its Q O 04 - f 0 , \ Oar .c,� ` G z a. ,.u.,_____.„,,,,,\ 0 DRAINAGE NOTES: ,,,� �� ' - \ �. �F O p 1. INSTALL 4 PERFORATED PIPE WALL DRAIN PER RETAINING WALL ( \/� \ 0. \ 9 P P\\ b DRAWINGS. 6 2. CONSTRUCT STORM WATER OUTFALL WITH WASHED DRAIN ROCK PER � � Q c'7 V CLEAN WATER SERVICE STANDARD DRAWING NO. 770/C7.0 AND / 7_,,- �` '�1 j �'820/C7.0. MINIMUM RIPRAP CLASS 50. I\ \A: 213.76 ,, , ,� '` a *- 2 OUT I . . : 21 1 ., %- ��. �/ , �' �' ,«' ' \ ,- fr //•- 7.ca Ns j • / J '1/ ' \ \ �� 18.03' o /1\11):::!It \ / -J �,I <<"�y \ \ / r r a E9 PROfi GENERAL UTILITY NOTES: � - -� �� \ N o� ---• , ' d / - \\ \ a �� - FSS, .-✓ / v £. O 1. ALL PERFORATED PVC PIPE SHALL BE SCHEDULE 40 CONFORMING L _`''�_ d \ \ / , / / --- \ �C� '� 1� TO ASTM 1785. �/ , r r \ rr '21• 'E �' coul \ !\ / / /- � \ rr r OQ CLQ \ ��'EGON 'e RIM : \ 13.39 0 \ _`Cj► g'C .o, \ oR o,� ,,c) r d ` \\ / / / �i G;` \A5 o C ' . 14,2 ‘? �A\2" IN I.E. . 11 . 60 0S-# �c�0 s R.aE o. 12" OUT I.E.: 2 1 .03 \ ---� SPO 650` Z EXPIRES: 6-30-21 A GEOTECHNICAL RECOMMENDATIONS d • �\ ' e. -�� 1 • THE INFORMATION BELOW IS TAKEN FROM THE GEOTECHNICAL r \\ ti O ENGINEERING REPORT PREPARED BY HART CROWSER, INC DATED -� \"\ ` r ' ' ! C 0 AUGUST 7, 2019 AND IS FOR REFERENCE PURPOSES ONLY. i� \ 1 t • \\ �� • .-- r r ' CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING AND COMPLYING 2 - _---V _ d i WITH ALL RECOMMENDATIONS OUTLINED IN THE GEOTECH REPORT. \ \ \ ~} \ ! / 9.3.1 GENERAL: WE ESTIMATE THAT MASS EXCAVATIONS WILL BE UP _ 1 \ �' / : CDZ TO 10 FEET BELOW EXISTING SLOPE GRADE IN THE LOCATION \ r \ \ \ r .0)S0) OF THE PROPOSED RETAINING WALL REINFORCED ZONE. WE a, ' \� ,r%� t ` • \ \ � '/ C/) L ANTICIPATE ANY EXCAVATION THAT EXTENDS BELOW THE , .. l r, 1M _ 214.8_6* ME ) \\ �%/ C CO • GROUNDWATER TABLE WILL ENCOUNTER UNSTABLE CONDITIONS, • - v � \ .- r\ W / �_�1� + 216.69± ME r C N AND OPEN EXCAVATION TECHNIQUES WILL NOT BE FEASIBLE \ ]i ` , ; ;; ' 216.44± M \ \ r ,\ N N r r � OR PRUDENT. ,.\ Nf/ > 0 �+ ► 214.90* ME / ' /'� U) C Q W N TG= 213.62 , 1 7. T {� 9.3.2.2 DEWATERING: GROUNDWATER IS EXPECTED TO BE o.z. I I :A t T. : (NOT FULL HEIGHT CURB) Q % o BG= 213.39 ` ENCOUNTERED AT APPROXIMATELY 12 FEET BELOW THE DECIDQUS 6" LD EXISTING PARKING LOT GRADE; HOWEVER, SHALLOWER WATER , Q <,\ ` t �� `"�'_ . - e' IS EXPECTED ON THE SLOPE, AND PERCHED WATER IS an In E..... LT) _ 2 \ Is; \ , , , 216.9 ME---____11 N N N POSSIBLE DURING PERIODS OF WET WEATHER. EXCAVATION �� AND CONSTRUCTION OF IMPROVEMENTS THAT EXTEND BELOW \ \`�\ CO (� GROUNDWATER LEVELS WILL REQUIRE DEWATERING AND -13 '� \ `,� •� ); 215.53* ME� f` ", 1 T (NOT FULL HEIGHT CURB) • -''� `2 SHORING PROGRAMS CAPABLE OF ADAPTING TO VARIED SOIL i o \ �+ a� ! fi`� L'V ' / /� AND GROUNDWATER CONDITIONS. 208 �' T = 214.14 T _ r ,� `:' ,�`�� \ 0I. 1BG- 211.38 � �,: rte" / � � 1 � D`�� '`,�,. �, ,off �p D CiDUUS �' ...------ i'''' -/ // .' \ / D • \ 4\i ,�It �s t 4% ECID01�J�48" .., \ NN-•-.. _______------ • ..--- ______----- o _____,,1111 .1°....e--':11 � AM ' ________iv:,,----\\A \.,, ..,..__.__ \t‘ , ‘ ... ,, ,, , ..Ne.ii;::::,, 0 co \ \\\ ,:,.,:,::,,:,,,:.::::„:„::,::::,,,,,:„.....,........-1,,,,,,,,,,,,,,,,,,,N / ----4 \ .---- - / f 14.66`' . 4. :,. 24" .t z°N''� LEGEND: a 206 z:� BG= 206.97 \ ,"" , ��3 i� y� \ S4' s, r ��`�.....-7 .' / _/ / / �-N6'�`' / PROPOSED CONTOUR 250------ a M AP L " �______ASA, ''''''''. . i.'""""'''''''' ...•-•"'".., -- _______ �o" ` /'' / �'� EXISTING CONTOUR 250 ocd3 • t l� � -� --------- --- / s W. A.:00„--27:,::::'''. � \------- 77' �- C I D O U S� "- / PROPOSED GRADING SLOPE 1.00% \ I� \ '' ------- --------- �' SPOT ELEVATION 250.40 / U s Wfr TG= 216.18 co° _ ! / '� FINISHED FLOOR ELEVATION 250.40 FF/ \‘' o,� BG= 215.,...._._ O `- �' �'� / / � MATCH EXISTING ELEVATION 250.451 ME ktai - C=17 TG= 215.72 I �" /204 C I DO l.tS 12 BG= 209.14 6 ' / TOP OF CONCRETE ELEVATION � 50.35 TC ,t C f�TG= 215.20 \ / -''� / 0 / Q z.a I80= 202.76 I . US---1-&;0,,6, i / . c� ----- --,1----- �-- TOP OF CONCRETE/TOP OF PAVEMENT � 5g T ` w 0 \\ \.7\ E�GIDO �- U > \� oCX: EE co CJ owe I / ,.:: v its;"--- 40i--.35:117.--' cii "' �'" =- ' BLOCK WALL NOTES: c `~ 0 O o - / MAPL 16" r,r \` 41, - �. '� �' �--'/ /'� WALL ELEVATIONS cp U 202 / :x>< 0 V o W / / TG=FINISHED GRADE ELEVATION HIGH SIDE ' A \ \h. 0 ,......, .......„. _.. / -� / / �- C , .. . .„.,.: ...D ti C13 o0 x, TG= XXX.XX \ o ....., WALL DRAIN TO DISCHARGE THROUGH WALL F R 2 6 MATCH EXISTING GROUND ELEVATION �/-'''� / Q BG= xxx.xx ( �•£. (�, : o a_ - IE 202.4± .. 4 >> .„ DIFFERENCE IN ELEVATIONS J Lb cry /' `� t i� • *_____ ,�/ - \/ D_ / �- / 1 BG=FINISHED GRADE ELEVATION LOW SIDE U. O j / �Z / / 40/11\ `= \ \ ,63) \t J ./ i • r� Q BG V c WALL BURY DEPTH PER MANUFACTURER DESIGNED BY: MRS DRAWN BY: MRS o RECOMMENDATIONSCHECKED BY: JLC APPROVED BY: CRS in oo SCALE: 1".10* PROJECT NO: 17856 CT SHEET TITLE: c GRADING AND C DRAINAGEco co PLAN UTILITY CONFLICT NOTE: N CD SHEET NO: CD r THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE i u) UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. V THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-332-2344 AND THEN POTHOLING ALL UTILITY CAUTION NOTE: Know what's below. OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY F I UTILITIES AS SHOWN ON THESE PLANS SURVEY INFORMATION SHOWS THE EXISTENCE OF POWER UTILITIES ON SITE. 811 .. Call before you dig. C6 ■ 0 . WHETHER OR NOT CONFLICTS EXIST. LOCATIONS 0 SAID L ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONTRACTOR SHALL ORDER INDEPENDENT UTILITY LOCATES, COORDINATE WITHDia CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING PURVEYOR, AND TAKE ANY NECESSARY ACTIONS TO LOCATE THE UTILITIES ilp1 (1-8OO-424-5555) C� o ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. ON-SITE PRIOR TO CONSTRUCTION. PAGE NUMBER: of `•' Q CONSTRUCTION NO i ES AND DETAILS NOTE: 2-7/8" DIA. END, GATE, OR SET POSTS 6' C.C. POST,JACKSONS FOOD STORE #519 — TIGARD OR [ CORNER FABRIC BAND 1-5/8" DIA, TOP RAIL SECTION 36, TOWNSHIP 1 SOUTH, RANGE 1 WEST, W.M. BRACE/TRUSS ACORN STYLE POLE len' CV SYSTEM ® EA. CAPS, N CITY OF TIGARD, WASHINGTON COUNTY, OREGON CORDER MATCH POCOASTETMPO Z I V1.. ....OW* 2-3/8" DIA. LINE W I Z •!!! �iill �l POSTS 0 6' C.C. o 0 .) ' ! ! s!'i 9 GAUGE EXTRUDED V 0 �� ♦!**4 #,, .i.l. BLACK VINYL COATED cc I— 1-.1_- w le..+ ' ! !!' ! CHAIN LINK FABRIC, W » ,. " ; a. 0')6 (� ) PLASTIC BOLLARD COVER, 6 DIA., ! � !'!�!' !�' 6-FEET HIGH TYP. U CC 42" HIGH; l *' •!'!!!i' '� COLOR: RED; CO 0 10 ! !!!!! !!' Z O. EDGE LANDSCAPE MFR: IDEAL SHIELD (866) 825-8659; '!'!'!�!'/ !'!'!'!' !' 3/4" R7 REFER TO SITE PLAN FOR QUANTITY .!S1 : k �*�l4 •!�!!�!�• *, O Q ° . . A!!: i. .l:GILWITH ' 'I!'! !'!C > - \ M = CLUR� \ \ EGIER' RTs!!! !!- 1'!'i ! !'�6MIN. COMPACTED DEPTH STD. * *! ' ,•��• !• a CO CO • •;° \ (MIN.) 6 m STEEL PIPE :40�l�#�!� / lll! � •!�• ' /\/\ CLASS 2 AGGREGATE BASE !'*'!' ii'!'lIli' C PAVEMENT °°- : ° ' \ \\��\ (95% COMPACTED) • !' !' !!' 04. 'PARKING SURFACE 'l'!'!'! •a*�4��i�■►0Irel�. I • ; A: °. Udo UUUU p Uoo o 0 0 00 U�t7 'oma \ / 0 4 - > '5o0 0 00 0 00 p p 0 0 0j \ " a TENSION WIRE p ° jo 00 00 O O QO O p 0 O d Q ! ! !!�! �! J 0 F 0n '! �:!! !O!'!' yi` `�i ` ` `y`� ` `i i`�i`� \ � ` �tiT `i� \�i �: ° \ii`�\`i i`ii i�ii i\�i`ii\\ ��\\\\ \ � \ %t,�� '!, a REO PROF-4, . a EXPANSION JOINT %%%!N�' .!'j t,' S� 141) 5 -COMPACTED SUBGRADE ° "A CD I OR / CO STRUCTURAL FILL MATERIAL • // \ I / I / � I 'EGON COMPACTED AND PLACED IN ° �� 9" ACCORDANCE W/ SOILS ENGINEER'S \\/ / V� t • / \ <10 • , gyp 0�'\ '`c) BARRIER CURB RECOMMENDATIONS \ 4 d // //\ // \\\' E ' O \ \ o (1... • 14'2 kms' A\ M \ CONCRETE FOOTING \�\ /\\ j \\ R•3 ,�O` ON - SITE BARRIER CURB DETAIL TYPICAL ASPHALT PAVING SECTION2 ,� � j\� Z EXPIRES: 6-30-21 C7.0 C7.0 1'-6" DIA / \ • o I,/ / \\ • NOT TO SCALE NOT TO SCALEE NOTE: \ �\ 1. GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT PREPARED \/// / \ \/// \• \ BY HART CROWSER,INC.DATED AUGUST 7,2019 FOR PAVEMENT,AGGREGATE, GUARD POST DETAIL ��\ �% /� /�/ �, AND SUBGRADE REQUIREMENTS. / / tif 7.0� 3 NOT TO SCALE N///\ p ! / D \K\/\ r-----_-- / \ / 0 ___---- /\ — . \� i� . . — �\ a s.'N' '''''',.. \--REFERENCE LIGHTING • \/. \/ \ �/ ��\ W N PLANS FOR FIXTURE TYPE \/ \ / /\\%\\ > Om CHAIN LINK FENCE DETAIL = -0 CO N a_ OPPOSITE DIRECTION OR c';.0 .c = N a f SECOND LIGHT, WHERE NOT TO SCALE VI N i; Q APPLICABLE. Cti 0 If) c N = CO V .92 YCD �t FOR FURTHER INFORMATION CD ui -41 LIGHT POLE BY G.C.; VERIFY WITH ON DESIGN CRITERIA SEE , CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION a. Ca _.�--- OWNER AND SEDIMENT CONTROL r-+J RIPRAP_ PLANNING AND DESIGN MANUAL. O N - - •ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. L' ( ) •THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. == 0 CU - m •ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. -- �" w (4) 1" PVC SCHEDULE 40 _ •_ G_ o CONDUITS PROVIDED WITH LIGHT RIPRAP INSTALLATION: '�' o POLE BASE •EXCAVATE BELOW FINISH GRADE TO DEPTH &DIMENSIONS SHOWN ON APPROVED PLANS. I= •INSTALL WOVEN GEOTEXTILE FABRIC. 60gyp ice. N CC •PLACE RIP RAP TO FINISH GRADE. TPF'' 10 DIA. BOLTCIRCLE ,'*_ U 2 �/ VERIFY WITH MFR. 1. :•*% .•:•: : * _ 6% _ LM IX) x II 00 „ •GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: *.:41,<P,', P, "��` CLASS CLASS CLASS CLASS CLASS =� -_-- W Q o0 u �� II 11 II n it (4) 3/4"O x 30" GALV A.B., 50 100 200 700 2000 =y, � ;' c) w DO - cD II II II SUPPLIED WITH POLE PERCENT ':a: 4 o E o II : II If ;, o 1 II „ „ WEIGHT OF ROCK (LBS) (BY WEIGHT) ENDS OF BAGS >' r — N PLAN VIEW {fitkat .„" v " ii P L A I�I V I E Y Y OVERLAP 8-TYPICAL`" m ��1 r. IL 50-30 100-60 200-140 700-500 2000-1400 20 NTS (WHEN REQUIRED) 1. I I— X cO If n 30-15 60-25 140-80 500-200 1400-700 30 ;,:;>:.>:: I= CC \ \ II 15-2 25-2 80-8 200-20 70030 40 T- �II CD t° u II ftiiii 2-0 2-0 $-0 20-0 40-0 10 EXISTING GRADE - TYP. BIOFILTER BAG OR O C� r cam , O REINFORCEMENT BARS W TYP, TYP ALTERNATIVEfi CO -3 O M 3D — 1` APPROVED Q U II / FURNISHED WITH LIGHT POLE Vl m _ ____X11 BASE # ,•iY: (WHEN REQUIRED) U Lo 0 1 PVC COUPLER 3 4 — - iVis.Y41,...411 nwits Ca_ tib..-ice ter.` C ) c.4--•: •. 6..MIN y-r•-sis g= = FURNISHED w/ LIGHT _ y�,.i •7.717.-.:. ' "y f�i,i7�•'• !r n—f-C 7-2.4 C i c) L POLE BASE SPECIFY `. - -* a..-i 4.4 r r� ;`i ==i. i-sv:!Y i y ii�s-. "- c„) !� PRE-MANUFACTURED LIGHT POLE BASE: Iti -_.� .S.�.iWoggI .• .II2' W o cin Z - REO'D DEPTH WHEN sc=i-1=1= �!1,4F4 I» —D o o ORDERING NON-WOVEN G1 OTEXI1LE — — -i-; o WILBERT PRECAST, INC. c Q I 1 -800-888-4573 PROFILE .43 10 WWW.WILBERTPRECAST.COM V al NOTES: DESIGNED BY: MRS DRAWN BY: MRS o SPOKANE OFFICE: CHECKED BY: JLC APPROVED BY: CRJ 2215 E. BROOKLYN AVE 1. BIO BAGS ONLY REQUIRED WHEN DISCHARGING SEDIMENT LADEN WATER. to 2. STAKING OF BAGS REQUIRED WITH EITHER METHOD USING (2) 1"x 2" WOOD STAKES OR SCALE: N/A PROJECT NO: 17856 co SPOKANE, WASHINGTON 99217 APPROVED EQUAL PER BAG. (509) 325-4573 SHEET TITLE: c OUTLET PROTECTION CONSTRUCTION j NOTE: CONCRETE 30-DAY STRENGTH R RAP DETAILS �� , NOTES AND 6000-7000 PSI RIP R A P co DRAWING NO, 770 REVISED 3-07 DRAWING NO. 820 REVISED 12-16 DETAILS °rte° \ \ I 11=11 11 III ILII II i 0 2'-0" DIA. / SHEET NO: � n POLE BASE 7 Know what's below. '' Call before you dig. c LOT LIGHT DETAIL 6 RIP RAP DETAIL > Dia 8 1 c7.0 �1 (1-800-424-5555) o 0 PAGE NUMBER: of a NOT TO SCALE NOT TO SCALE --- --- - i RECEIVED o) > OCT 16 2019 L Q co •D CITY OF fIGARD N BUDIILDING SION Z 0) n o W� = Z D ,y O W rO PROJECT STRUCTURAL NOTES ` V ALLAN BLOCK WALL KEY NOTES 0 U3 U WW GENERAL INFORMATION: � 0 ALL UNITS SHALL BE KEYSTONE STANDARD 21. C Co� O 1. THE CONTROLLING DESIGN CODE IS THE 2014 OREGON STRUCTURAL BUILDING CODE. © 8.0' BATTER TYPICAL. 0 O O_ Q 2. THE PROJECT WAS DESIGNED FOR THE FOLLOWING LOADS: ... SURCHARGE: 250 PSI © STRATA 50550 GEOGRID. A. SOIL DESIGN VALUES: Co CCQ A.A. REINFORCED ZONE FILL: 38' FRICTION ANGLE O OVER EXCAVATE AND PROVIDE 6" MIN. COMPACTED CRUSHED ROCK C A.B. RESTRAINED SOIL (NATIVE): 29' FRICTION ANGLE OVER LAYER OF GEOTEXTILE FABRIC PER GEOTECHNICAL REPORT. 0 A.C. FOUNDATIONEGPRESSURE:SOIL: 21 FRICTION ANGLE O FINISHED GRADE TO SLOPE AWAY PER CIVIL DRAWINGS. 0 Q C) — A.D. BEARING 2100 PSF t,A B. WIND LOAD: 110 MPH EXPOSURE B 0 W oa I— C. SEISMIC LOAD: SEISMIC DESIGN CATEGORY D O BACKFILL: ON-SITE SOILS OR IMPORT GRANULAR SOILS APPROVEDf • • 4— r 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BY GEOTECHNICAL ENGINEER'S REPORT. \ J O PRIOR TO COMMENCING WORK. ME 4. ALL FEATURES OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME OG CLASS II PERMEABLE MATERIAL. MIN. 1 FOOT BEHIND WALL. Q _I + TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS. SUBJECT TO \ ez REVIEW OF ENGINEER OF RECORD. ® PROVIDE 4" DIAMETER SDR35 OR SCHEDULE 40 PVC PERFORATED V DRAIN PIPE, WRAPPED IN MIRAFI 140N FILTER FABRIC. DAYLIGHT in 0 SEGMENTAL RETAINING WALLS: WALL DRAINS PER CIVIL DRAWINGS. PROVIDE DRAIN ROCK AS i ' 0 r..I REQUIRED PER PROJECT GEOTECHNICAL REPORT J I 10I • (l 1. CONCRETE BLOCK ASSEMBLY: ' Cl) a I PROFS THE CONCRETE BLOCK AND GEOGRID SPECIFIED IN THE DRAWINGS AND OI CURB AND PAVEMENT PER CIVIL DRAWINGS. cc2 � C,1 NE H2O SKETCHES SHALL NOT BE SUBSTITUTED WITH OTHER BRANDS AND/ OR v J y ld TYPES OF BLOCK AND GEOGRID WITHOUT PRIOR WRITTEN APPROVAL FROM FENCE PER CIVIL DRAWINGS. SEE DETAIL 4/S1.1 FOR ATTACHMENT a cr.) ®"■� O <w< c 'A 9� THE ENGINEER OF RECORD. SEE KEYSTONE RETAINING WALL SYSTEMS Q REQUIREMENTS. u.ia 0 84178 In w a MANUAL FOR HORIZONTAL RADII AND ANGLE POINT LIMITATIONS. a (n 0 MIN. GRID LENGTH 'L` Lu w n ,, 2. SUB-GRADE: OK GLUE CAP UNITS PER BLOCK MANUFACTURER'S RECOMMENDATIONS. x 1'-0" SEE CHART crr z E m _ SUB-GRADE EXCAVATED DOWN TO A BASE PAD PER THE GEOTECHNICAL ur j ; �( u�)° ‘RECON v REPORT AND DIMENSIONS AS STATED IN THE SCHEDULE. a SOIL CAP COMPACTED TO A RELATIVE COMPACTION PER L Fi 3- 0 ]1 gyp" ��" 3. COMPACTION: GEOTECHNICAL REPORT. p A. ON-SITE SOILS FOR BACK FILL MATERIAL SHALL BE COMPACTED TO THE 0 III o O�c p 1 COLLlt�'0 REQUIREMENTS OF THE GEOTECHNICAL REPORT PROVIDED BY HARTCROWSER O STEEL BOLLARD PER CIVIL DRAWINGS. G.C. SHALL AUGER AND \ _ n ,,0oo (DATED AUGUST 7, 2019). PROVIDE CONCRETE ONCE WALL IS COMPLETE. SEE KEYSTONE a V , FIRST GRID o EXPIRES: 12-31-201 B. COMPACTION TESTS SHALL BE TAKEN PER THE RECOMMENDATIONS OF A MANUFACTURER'S SPECIFICATIONS FOR ADDITIONAL INFORMATION. - ABOVE z GEOTECHNICAL ENGINEER. \ ' BOTTOM OF C. DO NOT USE 'HEAVY' COMPACTION EQUIPMENT WITH IN 3'-0" OF INTERIOR ® FINISHED GRADE TO SLOPE AWAY FROM WALL PER CIVIL DRAWINGS WALLS, SEE FACE OF WALL. \ WALLS, 4. FILL MATERIALS: SCHEDV O A. DO NOT USE PEA GRAVEL OR ROUNDED ROCK IN CORES OF BLOCK, BACKFILL 'BD' Zt'J 0 OR BASE PAD. USE RECOMMENDED BACKFILL MATERIAL ONLY AS STATED IN Jr / V PROJECT GEOTECHNICAL REPORT. B. USE 3/4" MINUS CLEAN, ANGULAR CRUSHED ROCK WITH MINIMUM FINES, INC CORES OF BLOCK AND AT 1'-0" HORZONTAL DRAINAGE LAYER AT BACK FACE SCHEDULE OF WALL REINFORCEMENT i 0OF CONCRETE BLOCK. ODOT CLASS II PERMEABLE MATERIAL IS ACCEPTABLE. LEVEL UPSLOPE 250 PSF SURCHARGE 1 RETAINING WALL CROSS SECTION - LEVEL N C. SWEEP TOPS OF BLOCKS PRIOR TO PLACEMENT OF COURSE ABOVE, ALL SOIL SEE WALL DETAIL 1/51.1 S1.1 SCALE: 3/4"-1'-0" AND ROCK DEBRIS SHALL BE REMOVED FROM THE INTERFACE BETWEEN BLOCK-TO-BLOCK AND BLOCK-TO-GEOGRID. EXPOSED TOTAL BASE TOTALGRID LOCATIONS(TOP OF GRID C „ C D. BACKFILL SHALL BE PLACED IN A MAXIMUM OF 8" LOOSE LIFTS. WALL NUMBER DIMENSION EMBED BLOCK LISTED STARTING LENGTH ' 0 a) 5. GEOGRID: STRATAGRID 550 HEIGHT OF GRID 'BO' '0' AT BOTTOM) 'L' 0) ila A. SPECIFIED LENGTH OF GEOGRID SHALL NOT BE REDUCED OR CUT WITHOUT 'H' LAYERS C W PRIOR WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. B. GEOGRID SHALL EXTEND TO EXTERIOR FACE OF CONCRETE BLOCK. <=4'-0" 3 1'-O" 2'-0" 2, 6, 10 8'-O" = LIJ C N C. GEOGRID LAYERS SHALL D. PLACEMENT OF BACKFILL BSHAE LL BEGINOFROMTBACK FACE OF WALL AND SHALL <=6'-0" 3 1ALLY. '-0" 2'-0" 2, 6, 10 8'-0" G) 0) > 0 EXTEND TOWARDS INTERIOR OF GEOGRID. N C Q CO N E. BACKFILL SHALL BE COMPACTED PRIOR TO PLACEMENT OF EACH GEOGRID. <=8'-O" 4 1'-0" 3'-O" 2, 4, 8, 12 12'-0" -a a/ (1,1 F. DO NOT RUN EQUIPMENT DIRECTLY OVER GEOGRID. <=1O'-0" 5 3'-0" 3'-0' 2, 4, 8, 12, 16 14'-0" c Q — • <=12'-0" 5 3'-0" 3'-0" 2, 6, 10, 14, 18 14'-0" N > Lf} Lf? N <=14'-0" 6 3'-0" 3'-0" 2, 6, 10, 14, 18, 22 16'--0" O N - Ln *GEOGRID SHALL BE PROVIDED AT A MAX. OF CO V r 92 2'-0" O.C. OF VERTICAL RISE. MATCH LENGTH AS REFERENCED IN THE SCHEDULE. Cr; CO 0. CD L O. PLACE POST IN CENTER OF STANDARD UNIT VOID, TYP. J N •71- • CO Ucr) co FENCE PER CIVIL DRAWINGS H / 4ifti — 00 3" OF SOIL FILL IS REQUIRED -- IIMII - 06 BETWEEN OVERLAPPING GEOGRID / / ADDITIONAL GEOGRID OVERLAP LI °p Q CY] FOR PROPER ANCHORAGE (TYP.) EXTEND WALL HEIGHT /4 t - HI LIuri W — f 0614 UD 12C i , ° Cwao r , Ell :._ s 1 _. qUj -- NON-SHRINK GROUT Qgm 0:: E r........4 . d • ADDITIONAL DRAINAGE FILL �' I ••. � - `:r�*c.. NON-SHRINK GROUT FENCE PER CIVIL DRAWINGS BLOCK I-- 4" KEYSTONE CAP UNIT GLUE TO — PER MANUFACTURER'S SPECIFICATIONS ifil. Q 25 --- Vy EXTEND WALL HEIGHT / 2 `_._ �� • ' L : ,,,, :, l : i -i i.. Tim• - ,. '� 'i.' {ry _ '1 i E. f ...� .� ��. - -- -'�: - AM f;�u.0I!wR p � FI,ii .��. 1 ■ — _.�_ -___ ___l.^ r, ;rr,,_-:`! .,__� r4;::7}f e - ',r'- ',�`' - - _- xZ /1_ � !/ II p� 4. • j�/ j/ / Q 0 CI ".' r • N',. • 'L 46- ..,. • ,� KEYSTONE BLOCK PER PLAN Q 34-17,-.::-.'\ DRAINAGE FILL ! ■ a0 J • LL CO r NOTE: \ 1AEI".w R 1. CHECK WITH MANUFACTURER . Q �. : SPECIFICATIONS ON CORRECT DIRECTION OF ORIENTATION FOR GEOGRID TO OBTAIN PROPER - , ::'/- • p --• + .• 6iii' STRENGTH. 1111111116 CD = 1.-6- �.. % i :/ Q �1; " ,�€f 3 [.. `►�1;7 i ii} 2. CORNER UNITS RECOMMENDED FOR / V , •l - t� ; OUTSIDE CORNERS. AVAILABILITY MAY VARY. GEOGRID IS TO BE PLACED ON LEVEL cam•,.�,-. .aa:,.,., • ...: .: »,,. .....:,.." CD< LU r o ` �� — BACKFILL AND EXTENDED OVER THE GEOGRID SPACING AND L{7 `�' H / 2 FIBERGLASS PINS. PLACE NEXT UNIT, LENGTH PER PLAN C "tzr p' / ,r PULL GRID TAUGHT AND BACKFILL. 0 CO o FENCE PLAN FENCE SECTION U DESIGNED BY: MCL DRAWN BY: MCL o 2�-- GEOGRID INSTALLATION ON CORNERS 3 SEGMENTAL WALL PROFILE n FENCE TO WALL DETAIL CHECKED BY: APPROVED BY: MCL o' 51.1 SCALE: 3/4"=1'-0" S1.1 SCALE: N.T.S. �51.1_,/ SCALE: N.T.S. SCALE: AS NOTED PROJECT NO: 17856 oia SHEET TITLE: a SEGMENTAL :_ o RETAINING 12 VI aa WALL DETAILS inoa ,_ SHEET NO: D V D co CD oo N. to O O O r- PAGE NUMBER: of i ri'