Loading...
Plans BU P2020-00005 2 35 7zNp ,eve- )-dc . `" u) W W CC U = CC If- U OW cn I- w = OC U BASECAMP CONSTRUCTION TRAILER , PARKING AND STAGING AREA szE <X ::11:T: �.. = dX20 � Z oTVIL N TR TION PLANS ��� 2° � zC C� ULSVj� f 2 c� ww W oo CC = z Hi2 cs4 C /r TAX LOT 300 :•:�I. LEGEND OFFICE COPY = M '- N I �+ � � i l I 1 1 TAX MAP 25101BA i ,.�:•�•� I ISTIIVG PROP W = o �-; � o °C �- s 4D EXISTING PROPOSED c.Dz M 0 Lli Z cn I J • I DECIDUOUS TREE STORM SEWER CLEAN OUT o • (0Q LO Ln o °' c C • I 1 �� I 0 ■ a � 11 L: c W L.L. — f I ,l s,: STORM SEWER CATCH BASIN 4 T :: IL . s I CONIFEROUS TREE �, ;" :' W STORM SEWER AREA DRAIN ❑ ■ am 1 1 0, Z I ARE HYDRANT Sa A STORM SEWER MANHOLE © Q Z 1 i `.• I, N Sw DAR __,_,. ' I I I I 1 i f J TAX LOT 400 W I WATER BLOWOFF q GAS METER v 1 INTERSTATE 5 TAX MAP 25101BA '78 SMEFr : a WATER METER GAS VALVE ql v • S DARTMOUTH STREETI \ Ix o ,0 4 � � l I I I I J , � J f • :-,;'�,�:I Z , WATER VALVE D4 H GUY WIRE ANCHOR � � W � I I •-1-1 l ! 1 ,• .- . N el POWER POLE -0- -40- , a =1- � 1 I .. : � DOUBLE CHECK VALVE CC i PROJECT SITE ♦ I Q' f ` C. f fL1 �0� _ AIR RELEASE VALVEfir POWER VAULT ® P W O z - — ---' - '� I SANITARY SEWER CLEAN OUT o • POWER JUNCTION BOX ❑a ® il Lim o BEAVERTON TIGARD `� to "s �; — r =1 / I I J I: I SANITARY SEWER MANHOLE 0 • POWER PEDESTAL ■ _ — - f COMMUNICATIONS VAULT © c a ¢ HIGHWAY 217 - ' -- - 1 1 1 I I 41;1 I SIGN T D 3 Illitam Iliallit i -- _ STREET LIGHT x COMMUNICATIONS JUNCTION BOXA -\ ri ma....._ -- J TAX LOT 402 ��' MAILBOX [ ® COMMUNICATIONS RISER o • V 0 nig 1 8383 TAXMAP 2S101BA '"' `J LLI Z --I I ' E : • . ii:m- _-' = ~ YEXISTING ROPOSED f P _ Ca_�__ , J - .1J RIGHT-OF-WAY LINE - - - - - - - - ,SYI_. 1 .rvu - III I - ��`-"` 1 / �. BOUNDARY UNE 114 (11544 , i H L ---- _II 1 J : LIPROPERTY UNE CO\ ....,..,- • - I. ... .............. ...... ... . • -L "-.. 46' DITCH RUNE• . : Cn Q o i.i VICINITY MAPO ~ - i-:'.. 8 Gw CURB NOT TO SCALE �, OF PAVEMENT - - J i EDGE 0 ..... GAS — I EASEMENT - _ _ �i FENCE LINE 2 2 + - - ■ APPLICANT/PROPERTY OWNER GRAVEL EDGE W BASE CAMP I, LLC SITE MAP POWER UNE - --- -pWR- - - -PWR- PWR MIN I CONTACT: BRIAN BENNL I I 1"=30' OVERHEAD WIRE OHW OHW OHW (n Cl) 4550 KRUSE WAY, STE. 125 COMMUNICATIONS UNE -- • • - --- —con+— - - —COM- cow a,. LAKE OSWEGO, OR 97035 FIBER OPTIC LINE (To --- - - CFO---- - - - -- CFO---- ------ -,-- ---�CFO- = Q GAS LINE — —GAS— —GAS— GAS GAS GAS t M ENGINEERING/ SURVEYING/ STORM SEWER LINE - - - --TM - - - --TM - STM STM AKS ENGINEERING & FORESTRY, LLC. CONTACT: CHUCK GREGORY, PE - ASSOCIATE SANITARY SEWER LINE - - -- -SAN--- --- - --SAN- SAN SAN � � 12965 SW HERMAN ROAD, SUITE 100 WATER UNE — — — —WAT— -- -- --^--WAT•--• WAT WAT Z TUALATIN, OR 97062 U] — PH: 503-563-6151 I V CONTRACTOR PROJECT LOCATION: TAX LOTS 400 AND 402 (WASHINGTON COUNTY SHEET INDEX ASSESSOR'S MAP 2S 1 01 BA LOCATED IN THE LEASE CRUTCHER LEWIS CC 0 CONTACT: MATT BAKER C000 COVER SHEET WITH SITE AND VICINITY MAPS SOUTHEAST 1/4 OF SECTION 01, TOWNSHIP 2 Ill Z SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, 550 SW 12TH AVENUE 0001 GENERAL CONSTRUCTION NOTES WASHINGTON COUNTY, OREGON. ' Q PORTLAND, OR 97205 C003 EXISTING CONDITIONS PLAN 0 GEOTECHNICAL ENGINEERING FIRM C050 DEMOLITION & EROSION & SEDIMENT CONTROL PLAN EXISTING LAND USE: ABANDONED SINGLE--FAMILY HOME V GEODESIGN, INC C070 GRADING PLAN PROJECT PURPOSE: PLACEMENT OF CONSTRUCTION TRAILERS, CONTACT: SCOTT MILLS C100 SITE PLAN PARKING, AND STAGING AREA FOR DESIGNED BY: CAK DRABY: 15575 SW SEQUOIA PKWY, SUITE 100 C500 DETAILS ADJACENT PROJECT CHECKED BY: CEG PORTLAND, OR 97224 SITE AREA: 34,204 SF -- ±0.79 AC SCALE: AS NOTED PH: 503-968-8787 DATE: 12/16/2019 DATUM: VERTICAL DATUM: ELEVATIONS ARE BASED FAX: 503-968-3068 �0PROp� ON CITY OF TIGARD DATUM, PER CITY OF .�� � TIGARD BENCHMARK NO. 252 AT THE SE ��� 1 N -4,Q q, CORNER OF 72ND AVENUE AND HAMPTON ,�"lg•,-- . . 6---- s STREET WITH AN ELEVATION OF 222.84 �y s OREGON A �go. FEET. �p<FS r 14, ci-` —' RENEWS-JUNE 30,2021 ATTENTION EXCAVATORS: REVISIONS 0 OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY 0811 8NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM ® JOB NUMBERL, L, THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT AF, 4762 J THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT SHEET Q Z LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE Know what's below. „, COMMENCING AN EXCAVATION. CALL 503-246-6699. Call before you dig. C000 Y ¢ i W LEE PRIVATE GENERAL CONSTRUCTION NOTES: 21. THE CONTRACTOR SHALL COORDINATE WITH THE SURVEYOR RETAINED 36. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL 54. NO CUT OR ALL SLOPES SHALL BE CONSTRUCTED STEEPER THAN 2 avis BY THE OWNER OR RETAIN AND PAY FOR THE SERVICES OF A EXISTING UTILITIES WHERE NEW FACILITIES CROSS. ALL UTILITY FT. HORIZONTAL TO 1 FT. VERTICAL (2H:1V) UNLESS OTHERWISE = 0 v w 1. CONTRACTOR SHALL PROCURE, PAY ALL COSTS FOR, AND CONFORM REGISTERED CIVIL ENGINEER AND/OR LAND SURVEYOR LICENSED IN THE CROSSINGS SHOWN ON THE DRAWINGS SHALL BE POTHOLED USING SHOWN ON THE DRAWINGS AND APPROVED BY THE GEOTECHNICAL Cl)r ,. TO ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF 11GARD. STATE OF OREGON TO ESTABLISH CONSTRUCTION CONTROL AND HAND TOOLS OR OTHER NON-INVASIVE METHODS PRIOR TO ENGINEER FOR THE PROJECT. CC c) 2. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE PERFORM INITIAL CONSTRUCTION SURVEYS TO ESTABLISH THE LINES EXCAVATING OR BORING. CONTRACTOR SHALL BE RESPONSIBLE FOR • -1 as 55. STRIPPING MATERIALS SHALL NOT BE USED FOR BACKFILL, UNLESS a a OREGON UTIUTY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH AND GRADES OF IMPROVEMENTS AS INDICATED ON THE DRAWINGS. EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF _� _ w STAKING FOR BUILDINGS, STRUCTURES, CURBS, GRAVITY DRAINAGE CONSTRUCTION TO MAKE NECESSARY GRADE OR ALIGNMENT APPROVED IN WRITING BY THE OWNERS REPRESENTATIVE. IN OAR 952-001-0010 THROUGH OAR 952-001-0090. THE MODIFICATIONS WITHOUT DELAYING THE WORK. IF GRADE OR Or 4 'a e TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS PIPES/STRUCTURES AND OTHER CRITICAL IMPROVEMENTS SHALL BE 56. GRADING SHOWN ON THE DRAWINGS IS CRITICAL TO THE LAYOUT OF �, `. ,. z - COMPLETED USING EQUIPMENT ACCURATE TO 0.04 FEET HORIZONTALLY ALIGNMENT MODIFICATION IS NECESSARY, CONTRACTOR SHALL NOTIFY 4 . o (800) 332-2344. THE CONSTRUCTION STAGING AREA AND SHALL BE STRICTLY FOLLOWED. v z AND 0.02 FEET VERTICALLY, OR BETTER. USE OF GPS EQUIPMENT FOR THE ENGINEER, AND THE ENGINEER OR THE OWNER'S REPRESENTATIVE 3. CONTRACTOR TO NOTIFY CITY AND ALL UTILITY COMPANIES A MINIMUM CONSTRUCTION STAKING OF THESE IMPROVEMENTS IS PROHIBITED. SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO CONSTRUCTION. 57. CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON '- 2 'Z -1 OF 48 BUSINESS HOURS PRIOR TO START OF CONSTRUCTION, AND EXISTING PUBLIC MAINS. W w 6 COMPLY WITH ALL OTHER NOTIFICATION REQUIREMENTS OF AGENCIES 22. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING 37. ALL FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR N cc z WITH JURISDICTION OVER THE WORK. SIGNS, TRAFFIC CONES PER CITY REQUIREMENTS IN ACCORDANCE WITH UNLESS OTHERWISE SHOWN OR DIRECTED. CONTRACTOR SHALL TAKE 58. NO CONNECTION TO EXISTING WATER LINES SHALL BE MADE WITHOUT MAINTAIN, OR OTHERWISE AUTHORIZA11ON FROM THE CITY. = N a THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) ALL PRECAUTIONS NECESSARY TO SUPPORT, co N. J 4. CONTRACTOR SHALL PROVIDE ALL BONDS AND INSURANCE REQUIRED INCLUDING OREGON AMENDMENTS. ACCESS TO DRIVEWAYS SHALL BE PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT ALL TIMES 59. CONTRACTOR SHALL COORDINATE WITH POWER, TELEPHONE AND CABLE z a' z °' BY PUBUC AND/OR PRIVATE AGENCIES HAVING JURISDICTION. WHERE MAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL DURING CONSTRUCTION. CONTRACTOR TO LEAVE EXISTING FACILITIES TV COMPANIES FOR LOCATION OR RELOCATION OF VAULTS, PEDESTALS, i z 6 "' "'rei E w REQUIRED BY PUBLIC AND/OR PRIVATE AGENCIES HAVING JURISDICTION, IN AN EQUAL OR BETTER-THAN-ORIGINAL CONDITION. o ; CC BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. ETC. K z�n ,r, w F'" L:pTHE CONTRACTOR SHALL SUBMIT A SUITABLE MAINTENANCE BOND J `r' '"' M = z w 23. PRIOR TO ANY WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY, 38. UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE o a 60. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH FRANCHISE PRIOR TO FINAL PAYMENT. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO "' ��,, <c "' "' Y z o 5. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL PROVIDE THE FOR REVIEW AND ISSUANCE OF A LANE CLOSURE (IF REQUIRED) OR THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE UTILITIES FOR REMOVAL OR RELOCATION OF POWER POLES, VAULTS, a ,;: o w w CONTRACTOR SHALL HAVE ALL OPENINGS CLOSED WITH CONCRETE PEDESTALS, MANHOLES, ETC. TO AVOID CONFLICT WITH CITY UTILITY FOLLOWING FOLLOWING !TENS TO THE OWNER'S REPRESENTATIVE. WORK IN THE RIGHT-OF-WAY. PLUGS WITH A MINIMUM LENGTH EQUAL TO 2 TIMES THE DIAMETER OF S UCTURES, FIRE HYDRANTS, METERS, SEWER OR STORM LATERALS, Z o a. UST OF SUBCONTRACTORS 24. CONTRACTOR SHALL CONDUCT CONSTRUCTION ACTIVITIES IN SUCH A THE ABANDONED PIPE. ETC. 0 MANNER AS TO INSURE NOR INTERFERENCE MEE WITH HE CONTINUEDCUSE 39. CONTRACTOR SHALL REMOVE ALL EXISTING SIGNS, MAILBOXES FENCES, 61. ALL FRANCHISE UTILITY STRUCTURES (VAULTS, PEDESTALS, LIGHT a 171 b. PROJECT SCHEDULE OF THE ADJACENT PROPERTY AND HOME OWNERS. CONTRACTOR SHALL � CONTACT AND DISCUSS PLANNED CONSTRUCTION ACTIVITIES AND LANDSCAPING, ETC., AS REQUIRED TO AVOID DAMAGE DURING POLES, ETC.) SHALL BE SET A MINIMUM OF 1 FOOT FROM ANY =a c. TRAFFIC CONTROL PLAN TIMING WITH THE OWNERS AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION AND REPLACE THEM TO EXISTING OR BETTER PROPERTY CORNER OR SURVEY MONUMENT. LU d. EMERGENCY CONTACT NAME AND PHONE NUMBER WORK. CONTRACTOR SHALL COOPERATE AND ACCOMMODATE OWNER'S CONDITION. `,,,4 C 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF REQUESTS TO THE MAXIMUM EXTENT POSSIBLE. 40. IF SPRINGS OR GROUNDWATER ARE ENCOUNTERED DURING �r0 THEa L�DOCUMENTS AND PLANS ASSOCIATED WITH THE PROJECT WORK 25. CONSTRUCTION ACTIVITIES, EQUIPMENT, VEHICLES, AND MATERIALS CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S v SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE SHALL NOT BE PLACED IN AREAS IMPACTING PROPERTY OWNERS AND REPRESENTATIVE OF THE CONDITIONS FOUND AND COORDINATE THE o ACTIVITIES IN A MANNER THAT WILL ALLOW TIME TO REVIEW THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS/PLANS RELATIVE SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE PRIOR TO SITUATIONCVITIEAND PREPARE A PLAN TO LL PROPERLY MITIGATE THE WATER 2 el= z TO THE SPECIFICATIONS OR THE APPLICABLE CODES, IT IS THE THE START OF WORK. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER'S ENCOUNTERED. ul3 THE CONTRACTOR SHALL PRIOR TO FINAL ACCEPTANCE AND PAYMENT,, REPRESENTATIVE IN WRITING PRIOR TO THE START OF CONSTRUCTION. 41. ANY SEPTIC TANKS ENCOUNTERED DURING CONSTRUCTION SHALL BE 1114 CLEAN THE PROJECT SITE AND ADJACENT AREAS OF ANY DEBRIS, FAILURE BY THE CONTRACTOR TO NOTIFY THE OWNER'S PUMPED OUT AND ABANDONED OR REMOVED IN ACCORDANCE WITH DISCARDED MATERIAL, OR OTHER ITEMS DEPOSITED BY THE REPRESENTATIVE SHALL CONSTITUTE ACCEPTANCE OF FULLCOUNTY SANITARIAN REQUIREMENTS. C...) CD _ RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF CONTRACTOR'S PERSONNEL DURING THE PERFORMANCE OF THE WORK. LLI Z WORK AS DEFINED BY THE DOCUMENTS/PLANS IN FULL COMPLIANCE 27. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL 42. ANY WELLS ENCOUNTERED SHALL BE ABANDONED PER STATE OF WIN LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES. REQUIRED OR NECESSARY INSPECTIONS ARE COMPLETED BY OREGON WATER RESOURCES DEPARTMENT REQUIREMENTS. (in mom 9. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE AUTHORIZED INSPECTORS PRIOR TO PROCEEDING WITH SUBSEQUENT 43. ANY FUEL TANKS ENCOUNTERED SHALL BE REMOVED AND DISPOSED APPROVED PLANS AND THE APPLICABLE PROVISIONS OF THE WORK WHICH COVERS OR THAT IS DEPENDENT ON THE WORK TO BE OF PER STATE OF OREGON DEQ REQUIREMENTS. BACKFILL WITH44 (15 APPROVING AGENCIES' CONSTRUCTION STANDARDS, THE MOST RECENT INSPECTED. FAILURE TO OBTAIN NECESSARY INSPECTION(S) AND COMPACTED GRANULAR MATERIAL APPROVAL(S) SHALL RESULT IN THE CONTRACTOR BEING FULLY CO F..41 EDITION OF THE UNIFORM PLUMBING CODE (OPSC), THE MOST RECENT RESPONSIBLE FOR ALL PROBLEMS ARISING FROM UNINSPECTED WORK. 44. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS ASSOCIATED EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), APWA WITH REMOVING OR ABANDONING ANY SEPTIC TANKS, WELLS STANDARDS, OREGON HEALTH DIVISION (OHD), AND NE DEPARTMENT 28. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY (INCLUDING BOREHOLE PIEZOMETERS), AND FUEL TANKS ENCOUNTERED CO ?F ENVIRONMENTAL QUALITY (DEQ) WHEREIN EACH HAS JURISDICTION. INSPECTIONS OR NECESSARY OBSERVATIONS FOR ALL WORK AS PER REGULATING AGENCY REQUIREMENTS. WHEN SHOWN ON THE C / PERFORMED INCLUDING ANY RE-TESTING THAT MAY BE REQUIRED TO DRAWINGS, THESE STRUCTURES SHALL BE REMOVED OR ABANDONED �. 10. CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY MEET SPECIFICATION. THE CONTRACTOR SHALL PERFORM PRE-TESTS AT THE CONTRACTOR'S EXPENSE. WHEN NOT SHOWN ON THE Q c RULES OF OSHA, IN PARTICULAR THOSE REGULATIONS PERTAINING TO PRIOR TO SCHEDULING TESTS THAT MUST BE WITNESSED. TESTING DRAWINGS, NE CONTRACTOR SHALL NOTIFY THE OWNER'S ADEQUATE SHORING AND TRENCH PROTECTION FOR WORKMEN. MUST BE PERFORMED BY AN APPROVED THIRD PARTY INDEPENDENT REPRESENTATIVE IMMEDIATELY UPON DISCOVERY OF ANY SEPTIC C o 11. CONSTRUCTION OF ALL PUBLIC FACILITIES SHALL BE DONE WITHIN THE TESTING LABORATORY RETAINED BY THE CONTRACTOR. CONTRACTOR TANKS, WELLS, OR FUEL TANKS, AND OBTAIN APPROVAL FROM THE ""' ,t IS SOLELY RESPONSIBLE FOR SCHEDULING TESTING. ALL TESTING HOURS PERMITTED BY THE GOVERNING JURISDICTION. OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK. MUST BE COMPLETED PRIOR TO PERFORMING SUBSEQUENT WORK. A THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A DETAILED COST 12. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COPY OF ALL TESTING RESULTS MUST BE PROVIDED TO THE OWNER'S BREAKDOWN OF ALL WORK RELATED TO REMOVING OR ABANDONING COMPLETE THE PROJECT IN ACCORDANCE WITH THE APPROVED REPRESENTATIVE IMMEDIATELY UPON COMPLETION OF THE TEST. SAID STRUCTURES. THE CONTRACTOR WILL BE REIMBURSED ON A TIME CONSTRUCTION DRAWINGS INCLUDING SUCH INCIDENTALS AS MAY BE & MATERIALS BASIS OR AT A NEGOTIATED PRICE AS AGREED. Q NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND 29. THE FOLLOWING TESTING IS THE MINIMUM REQUIRED FOR THE PROJECT. PROVIDE A COMPLETED PROJECT. SUBGRADE 1 TEST/4000 S.F./LIFT (4 TESTS 45. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO ENSURE THAT PUBUC STREETS ANDImam MINIMUM)ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY RIGHT-OF-WAYS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. ENGINEERED FILLS 1 TEST/4000 S.F./UFT (4 TESTS ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE0 CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S MINIMUM) SITE BY THE CONTRACTOR. REPRESENTATIVE AND ARCHITECT OF ANY DISCREPANCIES. 46. PRIVATE GRADING, ROCKING AND PAVING TO CONFORM TO OREGON 14. ANY INSPECTION BY THE CITY, AKS, OWNER'S REPRESENTATIVE, OR BASEROCK 1 TEST/4000 S.F./LIFT (4 TESTSMINIMUM) STANDARD SPECIFICATIONS FOR CONSTRUCTION (OSSC/ODOT/APWA) CIC OTHER AGENCIES SHALL NOT, IN ANY WAY, REUEVE THE CONTRACTOR AND IBC, CURRENT EDITIONS. Imilm FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE 30. IN ADDITION TO IN-PLACE DENSITY TESTING, THE SUBGRADE AND 47. CLEAR AND GRUB WITHIN WORK LIMITS ALL SURFACE VEGETATION, c/'''� m WITH THE CONTRACT DOCUMENTS, APPLICABLE CODES, AND AGENCY BASEROCK SHALL BE PROOF-ROLLED WITH A LOADED 10-YARD DUMP BRUSH ROOTS ETC. DO NOT DAMAGE OR REMOVE �+ REQUIREMENTS. TREES, STUMPS, , TRUCK PROVIDED BY THE CONTRACTOR. BASEROCK PROOF-ROLL TREES EXCEPT AS APPROVED BY THE OWNER'S REPRESENTATIVE OR Zmin 15. IF THE CONTRACTOR DEVIATES FROM THE APPROVED PLANS, INCLUDING SHALL TAKE PLACE IMMEDIATELY PRIOR TO (WITHIN 24 HOURS OF) AS SHOWN ON THE DRAWINGS. PROTECT ALL ROOTS TWO INCHES IN 1.11111 THESE NOTES, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN PAVING, AND SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE. DIAMETER OR LARGER. 0 AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, CONTRACTOR LOCATION AND PATTERN OF PROOF-ROLL TO BE AS DIRECTED BY a SHALL BE SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS OWNER'S REPRESENTATIVE OR APPROVING AGENCY. 48. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER, WHICH CANNOT INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE BE COMPACTED INTO A STABLE MASS. ALL TREES, BRUSH, AND (I) Z PLANS. 31. ALL ENGINEERED FILLS REQUIRE AN APPROVED INDEPENDENT TESTING DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE LABORATORY RETAINED BY THE CONTRACTOR, TO PROVIDE WRITTEN REMOVED AND DISPOSED OF OFF-SITE. Emil 16. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO CERTIFICATION STAMPED BY AN OREGON REGISTERED PROFESSIONAL �'" PROVIDE DESIGN AND CONSTRUCTION REVIEW SERVICES RELATING TO ENGINEER STATING THAT THE SUBGRADE WAS PREPARED AND ALL 49. IMMEDIATELY FOLLOWING STRIPPING AND GRADING OPERATIONS, THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, ENGINEERED FILLS WERE PLACED IN ACCORDANCE WITH THE COMPACT SUBGRADE TO 95% OF THE MAXIMUM DRY DENSITY PER Cr TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED FOR THE CONSTRUCTION DRAWINGS AND CONTRACT DOCUMENTS. ASTM D1557 (MODIFIED PROCTOR). SUBGRADE MUST BE INSPECTED CONTRACTOR TO PERFORM HIS WORK. AND APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND W 32. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON 17. CONTRACTOR SHALL MAINTAIN ONE (1) COMPLETE SET OF APPROVED THE DRAWINGS ARE COMPILED FROM AVAILABLE RECORDS AND/OR WRITTENMU COMPACTION TESTEC RESULTS FROM INDEPENDENT NTS, Z PLANS ON THE CONSTRUCTION SITE AT ALL TIMES WHEREON HE WILL FIELD SURVEYS. WE DO NOT GUARANTEE THE ACCURACY OR THE LABORATORYGMUST ORBE RECEIVED BEFORE PLACINGAEMBANKMENTS, ENGINEERED FILLS FINE GRADING FOR BASE ROCK. `� RECORD ALL APPROVED DEVIATIONS IN CONSTRUCTION FROM THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST APPROVED DRAWINGS, AS WELL AS LOCATIONS AND DEPTHS OF ALL WITHIN THE WORK AREA. CONTRACTOR SHALL FIELD VERIFY LOCATIONS 50. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN EXISTING UTILITIES ENCOUNTERED. THESE FIELD RECORD DRAWINGS AND SIZES OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 18-INCHES IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC (115 SHALL BE KEPT UP TO DATE AT ALL TIMES AND SHALL BE AVAILABLE 33. ANY UTILITIES LOCATED IN THE FIELD THAT THE CONTRACTOR RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED WITH FOR INSPECTION BY THE CITY OR OWNER'S REPRESENTATIVE UPON DISRUPTS OR DAMAGES SHALL BE PROMPTLY REPAIRED TO NEW DESIGNED BY: CAK REQUEST. CONDITION. IF REQUIRED, CONTRACTOR SHALL INSTALL SUITABLE MAXIMUM 8 LIFTS (LOOSE MEASURE) OVER APPROVED SUBGRADE. TEMPORARY SERVICE UNTIL REPAIR CAN BE COMPLETED. THE COST EACH LIFT SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DRAWN BY: TMT 18. UPON COMPLETION OF CONSTRUCTION OF ALL NEW FACILITIES, DENSITY PER ASTM D1557 (MODIFIED PROCTOR). CONTRACTOR SHALL SUBMIT A CLEAN SET OF FIELD RECORD DRAWINGS OF THE REPAIR OR TEMPORARY SERVICE SHALL BE BORNE BY THE CHECKED BY: CEG CONTAINING ALL AS-BUILT INFORMATION TO THE OWNER'S CONTRACTOR. 51. AREAS TO RECEIVE ENGINEERED OR STRUCTURAL FILL SHALL BE SCALE: AS NOTED REPRESENTATIVE. ALL INFORMATION SHOWN ON THE CONTRACTOR'S 34. NOTIFY THE OWNER AND OWNER'S REPRESENTATIVE IMMEDIATELY OF PREPARED BY REMOVING ALL ORGANIC AND UNSUITABLE MATERIALS DATE: 12/16/2019 FIELD RECORD DRAWINGS SHALL BE SUBJECT TO VERIFICATION. IF ALL UTILITIES EXPOSED. UNIDENTIFIED UTILITIES SHALL NOT BE AND PROOF ROWNG. MATERIAL IN SOFT SPOTS WITHIN AREAS TO BE SIGNIFICANT ERRORS OR DEVIATIONS ARE NOTED, AN AS-BUILT DISRUPTED OR CUT UNTIL OWNER OR OWNER'S REPRESENTATIVE HAS IMPROVED SHALL BE REMOVED TO THE DEPTH REQUIRED (AS DIRECTED PROFFs SURVEY PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL APPROVED THE CUT OR DISRUPTION. BY THE OWNER'S REPRESENTATIVE) TO PROVIDE A FIRM FOUNDATION `�� N so LAND SURVEYOR SHALL BE COMPLETED AT THE CONTRACTOR'S AND SHALL BE REPLACED WITH SUITABLE COMPACTED BACKFILL FF,A 29, EXPENSE. 35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND 52. GRANULAR BASEROCK SHALL CONFORM TO THE REQUIREMENTS OF �� P MARKING ALL EXISTING SURVEY MONUMENTS OF RECORD (INCLUDING OSSC ODOT APWA 02630.10 (DENSE GRADED BASE AGGREGATE). -" " . 19. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION ( / ) OREGON o;BUT NOT LIMITED TO PROPERTY AND STREET MONUMENTS) PRIOR TO COMPACT BASEROCK TO 95% OF THE MAXIMUM DRY DENSITY PER 2 S n CONTROL MEASURES IN ACCORDANCE WITH TIGARD'5 CWS EROSION IP, FA 9 i / CONSTRUCTION. IF ANY SURVEY MONUMENTS ARE REMOVED, ASTM D1557 MODIFIED PROCTOR WRITTEN BASEROCK COMPACTION F T X4,1 ` o AND SEDIMENT CONTROL MANUAL, CURRENT EDITION. DISTURBED OR DESTROYED DURING CONSTRUCTION OF THE PROJECT ( )' �QWARp�� THE CONTRACTOR SHALL RETAIN AND PAY FOR THE SERVICES OFA TEST RESULTS FROM AN INDEPENDENT TESTING LABORATORY MUST BE 20. ELEVATIONS SHOWN ON THE DRAWINGS ARE BASED ON CITY OF TIGARDRECEIVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE BEFORE RENEWS:JUNE 30,2021 C.DBENCHMARK NO. 252, ELEVATION 222.84 FT (CITY OF TABARD DATUM), REGISTERED PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF PLACING AC PAVEMENT. REVISIONSo LOCATED AT THE SE CORNER OF 72ND AVENUE AND HAMPTON OREGON TO REFERENCE AND REPLACE ALL SUCH MONUMENTS PRIOR g STREET. SURVEYING FOR DESIGN WAS COMPLETED BY AKS ENGINEERING TO SUBSTANTIAL COMPLETION OF THE PROJECT. THE MONUMENTS 53. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES o & FORESTRY. AKS ENGINEERING & FORESTRY CAN PROVIDE SHALL BE REPLACED WITHIN A MAXIMUM OF 90 DAYS, AND THE SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR O CONSTRUCTION STAKING ON THIS PROJECT IF DESIRED. COUNTY SURVEYOR SHALL BE NOTIFIED IN WRITING AS REQUIRED BY FINISH CONTOUR LINES SHOWN. 0 PER ORS 209.150. N JOB NUMBER CU rz SHEET a. cool 0 U Q J W LcIel NOTES: = w 1. U11U11ES SHOWN ARE BASED ON UNDERGROUND U11UTY LOCATE U MARKINGS PER U11UTY LOCATE TICKET NUMBERS 16001505, z. EC v 16001506 AND 16001507. THE SURVEYOR MAKES NO GUARANTEE _ is �� -� Cr THAT THE UNDERGROUND LOCATES REPRESENT NE ONLY U11UT1ES CC w IN THE AREA. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING =� = ' 12 - ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. s Z co 2. FIELD WORK WAS CONDUCTED JANUARY 5-11, 2016. P . z P. 0 z >-0 - Z Q o J 3. VERTICAL DATUM: ELEVATIONS ARE BASED ON CITY OF TIGARD Lq W L 6 DATUM, PER CITY OF TIGARD BENCHMARK NO. 252 AT THE SE o{" z CORNER `OF 72ND AVENUE AND HAMPTON STREET WITH AN ` a c...4 (j) z ELEVATION OF 222.84 FEET. '� z o . Q ZMmy, z a 4. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY. MI o Z E E >- z � N) y) v w � 5. SURVEY IS ONLY VAUD WITH SURVEYOR'S STAMP AND SIGNATURE. ,z,`��,Q o o z w NtoQLnar) I 0 CC 6. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED Q P di: w O OTHERWISE. CONTACT SURVEYOR WITH QUESTIONS REGARDING BUILDING TIES. Z E3 / 7. CONTOUR INTERVAL IS 1 FOOT. 0 N / do / / '� � r-'"�� '� .... 8. TREES WITH DIAMETER OF 6' AND GREATER ARE SHOWN. TREE ( X / _._.�:___ � __ -•--- / / / / , i TAS( C6T 300 DIAMETERS WERE MEASURED UTILIZING A DIAMETER TAPE AT IA Noe 0 ,(� "�5ii"Ire � ,",� ,-4-',„,4 / / �, TAX MAP 2S101BA / BREAST HEIGHT. TREE INFORMATION IS SUBJECT TO CHANGE UPON °IX foNCC �� `L� 0 ",.>''''''f---,/-7/--°Hw� ✓- / / ARBORIST INSPECTION. //" `L` , ^�-- -r 0,,,,,s84.,_„,„,,_ ✓— j / — / I \ 9. STREAM AND WETLAND BOUNDARIES AS SHOWN WERE DIGITIZED BY // / /� ,c /��, �,b,/ / / a / .N (0 , t--21,¢-0x__le / ____ ___ 11 1 1193 /-� (4 '.,.. I• AKS ENGINEERING & FORESTRY, LLC. FROM DSL WDA 2013-0373, o CC 7 i `�� / -- _ °"�- __ ., _ / ( k DATED MARCH 14, 2014. 2Z ..c .411, \ / / ti� 1�� / - , el 11194 ::� `�. 1 -2" w I _ / / yiV7) 8f ____ --J ���-'� _ 1 10. WETLAND BOUNDARIES AS SHOWN WERE DIGITIZED BY AKS FROM11114 V 11122 �/ ���Q � �/ �' \ �r `` rte; 4 �4 (� , DSL El 2014-0158, DATED JUNE 13, 2014 ti / / ---- I 1 1 0 0 / r 30002 X44 a 4' - 233 - 1wAr - / / / / f/ / / / '/ `L� / ,'.., --1. ,. ✓- 'ter -1 _____ __ - '' / ! `L'S`D .... PLANTER I IUJ Z / 1 , , / //// , ltc, 4 TREE I 1 -� CO / I 1 03 44 ! ' 11119 / / /4°111691-J 11169 • BUILDING I . ./ i I< (115 I 11130 `tib /11041; � •• ,-,.• ,✓ 7234-1 I I ✓ 1 f 1 \ 4••=.4 if ' I I I ------1---- DOMES11, cNi jet ')/ /1046) / -�- Iimill.xcu �Q✓ 11161 f / �'// r .4 ..--235"�I I PER 72ND rn- CV �k64 / �'L ....-- /01111°� �''/ Tw � I IMPROVEMEN Cn 0 / :PLANTER IAS-BUILT DI / / / ` / ` 2-b, / .I���,.- TREE 3' CC3 jf-=- / Y1132 / 1116011044 / z _ 11048 °*a 36' TAX LOT 401 / J r 4 rf. ---//1/4,101104711111i: _._/ ; 2 , Q TAX MAP 251016A } / / _- _ tL2 -' ( 1 / / J ` ( / \ ,'" i ...:1 I FIBER OP�IC I I / -WO FEIICE f1/1,S/4(A////y/ \ _' {' I_ Wr ' , pp 11133 / r / 1- / / f / f r:::://///\ 23I -I I'Z �I 6 N/ / ' ' / \ <a�' ` I -- H CV TREE TABLE ~ N`�' / / /, / 7 . 4' PLANTER " I ' w TREE NUMBER TYPE DBH (IN.) 0 RHANG H BUILDING ' / EX STM CI {� ( i TREE I / /11139 / RIM: 238.63 �- I- > SW EH U RST 11015 DECIDUOUS 6,7,10 / ,/ 11 / 1 4 ---23b--1 Cn Q IE IN: (12 SE) I\r- : •/%/, `�' /i IE OUT: (12"N) 11044 DECIDUOUS 22 / / •=- °� // I / 11045 DECIDUOUS 17 Z CHAIN LINK FENCE / F / / / / TAX L T 402 /,� - r- • I I ;� / / / / / TAX M 2S101BA �� % 114 /% / / VARIABLE WIDTH \ =4 I / / 11046 DECIDUOUS 13,16 • / / , / ---, 2i9— I - - - J I 1 / / \ \ •s', ./ OVERHAND SLOPE EASEMENT "I _ - �� - I Ili /------------NAIURAL ' 11047 DECIDUOUS 10 • / / / \ \ ''' / 2014(3952 / .I-'.I ' - - PLANTER 11048 DECIDUOUS 171'�I / I. / / �, TREE I I V ' I 11049 DECIDUOUS 10Z CO\ 11079 / / /f/ `"` '' / ( 1 11072 • -2 0 11050 DECIDUOUS 15 ,40-�. „, ( �r I /" - GAS ) - z z / / �`�' / o {. ,,... 2 ' PER 72ND 11072 DECIDUOUS 11,11,11 co 0 ..,.......... 1 _j / / __ I I AVENUE J / Ti / IMPROVEMENTSL___•-z................./.,............. 11079 DECIDUOUS 7,8,10 ""' I w / °As1 / I�( 46 20 I AS BUILT 11119 DECIDUOUS 16 A' -- -�..____�'�'�---`w / HEDGE / • _ DRAWINGS j 11122 DECIDUOUS 1 2 GAS j.. (j ................. • 1} i . • ! } ' N8632'23" } ..... • 123.32' I DECIDUOUS Qp 3 .. 0 ........ ... GAS .... ...... � � � YS I OLD PROPERTY LINE PER Z...................... --GAs-�f•- - - . : ,. '�- I .-- ' 11130 12 DOC. NO. 90-070042 WOOD FENCE l `G"s --- GAs� f l 4 CONIFEROUS �`� 11132 C FEROUS 38 - � I 11133 DECIDUOUS 10 .. ................. � --; Gam: _.. I �' , - ° / I 11134 DECIDUOUS 8 1 43/ i--242--- -_`' I f / 1` ° .I' � 11139 DECIDUOUS 12 TAX LOT 401 .;11;a' a / I TAX MAP 2S101 BA - �r ---- -war- 1 11160 DECIDUOUS 26 I:i l— ' 7. 4 .-I- —WAT'- �•��� war--- ---- I 11161 DECIDUOUS 15 DESIGNED BY: I I DRAWN BY: MEB 11164 DECIDUOUS 15 I I I 11169 DECIDUOUS 8 CHECKED BY: GEP I SCALE: AS NOTED 11170 DECIDUOUS 26 DATE: 09/12/2019 0 11181 DECIDUOUS 27 REGISTERED N 11192 CONIFEROUS 13 LAND SURVEYOR Z 0 v v) 11193 CONIFEROUS 34 �� '' ._.) I _. Q w 11194 CONIFEROUS 23 OREGON 0 O 30002 DECIDUOUS 15 JA GARY E. PAU1995 95 2698 REVISIONS c� SCALE: 1"=20 FEET RENEWAL 12/31/2020 1111111.1111111161%i z 0 v 0 20 ORIGINAL PAGE SIZE: 22"1x034' 20 0 0 N Ili JOB NUMBER 4 62 SHEET z g ,./1. C003 Q - _ I % - 1 4 f �/ o/ ~� l Amp / f / / --- /' // / / / ' �wAT/ wnr J ` 1 • 4 / f!3 LU LU CC i� fr 2 ~x x •.. / / // V ,`o`\ / t / ,.. 1 O ILI / / `x err x / �`�� / ' , v I W z / 1 // x ...r x��.Irr fr e/ / �'' / / ` " / ,yo / \ i �� r 231f a .� �� 4-92 TREES REFI P re Lu / / / / "� --231-- -- -- / / 1119 SEPARA�IIT ART / ' [ �a - • - a a / / / x - �� , 4 "` INSTALL INLET PROTECTION AT =, Z N / 1` f ry {TYP.} Q / / / ti� I NEXT DOWNSTREAM INLET PER Z --.\ ,__, /,---. -- ......_ V # ll aft \/ / IMMI fLZ i LU 0--- V 1Li,LEGEND DjA \\p/ / / 7 / / / / 11181 `~"�� �r !_,rte 11194 � " E v z EXISTING CONTOUR (1 FOOT) — -168 — — / / 7 / 7 1 � -- --- / r _ - , x _� / _—_ { 4 I - " o EXISTING CONTOUR (5 FOOT) — — -170— — ' , 0a. i{ . I 1111111Immi illril - ---__ ....„, 1• . : M Z'2 in" U'l I- FINISHED GRADE CONTOUR (1 FOOT) 168 �' / / / / r 411 • • c 1 o / / / / / / 30002 J /a co N ¢ Y z p o FINISHED GRADE CONTOUR (5 FOOT) 170 lia / / / / / TAX LOT 400 7 / / /\ NA'A a • 141.,_.. — ci r -( , W P- / / / -wAr- wAT— ,.- PRE-DEVELOPED SURFACE FLOW ARROW / / / / / / TAX MAP 2S101BA // / / / / // I I,�3 � Q J / / / / / / 77-1///- . I ,-/k-\--., DISTURBED AREA BOUNDARY .�... / I ____ / � ' Q /moi . ,_� SEDIMENT FENCE —.x x �. — / / / / / � � " ��2 , Z / / O / / / w CC INLET PROTECTION EXISTING p / **di / ,/ / 11 / / EXISTING BUILDING AREA = 1,860 SF a I- - Q p § I 11119 . - / 11169 / ' I �SN� STRAW WATTLES , , " / / / / 110 �' � � 11130 / / /� J 0 / 1, c 111 REMOVE TREEX X II I IA a �- / J ,_ (.., ‘.,,,. i i A ) * / I `c \ x 0 . . 1 1 2 ..c Q CC . / t___ I<11161 / ,I ' 4.. • , // a — L_plite....)A-lb---- U.11 Z/ / / .-' / z. ' 0 0 , 41i / // - ------. - L t. 4 • CIII)V41)All iiii 7 7 ti IP' 111 / 1 --\ 1:% Ill cr ' I . (TYP.).I---- -fil CO ev.,C) U U. / / / / ----- ----- c 40‘ \ / ."--, it , I 4 / \-/ , \ / ___-- --- --- //. / / � / -- `� 11049 N/ 11133 / - /411;04 o / ,�/11, " + / / / , / / // i � // ,� !' ��/ / / / �TYP.} / // / ry� `\ x I a ���� Z "/ 11 / // L A 1 ii /X // ` EXISTING BUILDING AREA = 2,210 SF / / I • ///, / N.Lo Z/ " lif A/ i 113 / / 111 gX , ( ( .) ,) O a / / / I cn _ii '\ '''''. \ / ///// / I ,� 0 0 1 / / I / / / // / Q CC CC �` / ces / / / / / ,______ __r________________,/. / al .1 I W I-.. 1 / / / I ( //////7 / // 0l�NI1 1 .1 . • . is .,/ / " 1 / l < 0i 111 ,// TAX MAP 25101 BA S I • Z 0 0 / "are A )/ // ,1 \ \ i \ .,- / 1 , -4„.,.. , 1 I 0 . 44 ,,-2"' _ 1- 3 /l / 1 / . / A!ora•. . / crw.)r 3 1 Z / i , \ i / / / 111 w . , r , N / / _, 11079 ) ,`/ / / /�„� /����/�� /���//�� / LI I • • O 2 O k a / A / cc4• .,.#4, ),0q#4, 7%-#470 0 70;** i I fti jfri°4" . 1: 4 or ) J /// / I 1 • I ' . 4 I ,--' / 11072 �!►�Vi�` �!1"�ii��i�� .►IP � / / x / / 1 /t . I -1 1 ' • • • : /11-6 2 0 III Lill .44,V .i �� `Z .� . .. SCALE: 1"= 10 FEET x,_ / r J 1 / DESIGNED BY: CM • x / / / �5�� / '�.�Ir \����� \�►�.►��s,� I • DRAWN BY: WI . .. . . .... ...... . ......., ........... x / DISTURBED LIMITS ■�011 �� ■��'lu,,, _ / / ` f / / .P � 0' .' . 111, 1 . :,- CHECKED BY: CEG 10 0 2 5 10 �� - y x .i�� /.\#. /� /#4 #1 �`✓�� 1 a . . . . ....... . ORIGINAL PAGE SIZE: 11' x 17' '- x / -4p �ik.,.Ik.� 1� SCALE: AS NOTED ., lT `"'�— — j .� .• - xxxsan �t� � Aa DATE: 12/16/2019 �`GAs x x �x MEM x *trill•.�• • "4. • #Fp PROBES' • 111111111 111111•11.11a • 0 KEYED DEMOLITION NOTES: _ - _ ,..... ........ \ err ��x �. . 0 0 0 \ .rV • . o -� / ................... > I .g 4 �� / :7:04EGONr, )! a "' 1. REMOVE EXISTING BUILDING AND ATTACHED STRUCTURES 7. INSTALL SEDIMENT FENCE PER CWS DRAWING NO. 1 1 4 o \• I \ .. ........ .- ' —GAS j 875/C500 -� / ........ .................................................................................. .................. ! 0 2. STRIP AND REMOVE TOP SOIL AND EXCESS MATERIAL IN ••••••-.1., ..........- `- C� / I 1 J 4 / s L�byygRp G ACCORDANCE WITH GEOTECHNICAL ENGINEERING 0 PROTECT AT ALL TIMES DURING CONSTRUCTION. ANY ....................... . I.......,... �- / / • JUNE REQUIREMENTS DAMAGE SHALL BE REPAIRED AT CONTRACTORS EXPENSE .. ............ GAs� -- — _ GAS / / 4 14 RENEWS: 30,2021 -- z 0 3. REMOVE EXISTING TREE � ........... . .. / � - -- -GAS O - -___� / I REw�oNs / /GAS / �- `_ GA5 GAS - F^- _CAS 4 c. 4. REMOVE EXISTING WOOD FENCE c_, 5. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE PER CWS / I y-� 1 .1 JOB NUMBER N DRAWING NO. 855/C500. INSTALL GRAVEL CONSTRUCTION 4762 w ENTRANCE 4" LOWER THAN FINISHED FOR FUTURE GRAVEL CAP Z SHEET 6. INSTALL CURB AND GUTTER INLET PROTECTION PER CWS ix DRAWING NO. 905/C500 C05C) cr,Q f i i / / / II i �y , N W INSTALL DITCH INLET PROTECTION / / �- / I _ /' I I \ 1 / 4 I V ~ PER CWS DETAIL NO. 915/C500/ / / _- `'1 / / / / WAT/' •VAT �j 1 • / v It 1 W L 4,*-- ////fir 11111111 `r �' L / / ~� / �� II ' / / / ' `\ , '�- -"' W 2 1 / p / / J 1 �_ oc v / �; ►��"` ♦%h:: �Oi♦iO���ONO'OVO �r�,♦ �rv. 2.0 / 7 / / / / y 4 a Q I / if/pi �; .�#♦ ♦##...♦♦4..#!•. -.i�►•n.♦e� •• BUFFER / = a r/r .iii.•. At** ♦ ♦#•##•♦..#•#•#��.. 4.. 1. ♦.t #,oe•♦♦#....####.♦•♦#'.�. 411 / .1- Q/ ! #, .... -. s * . • # ♦ii►n# i##♦ni0#♦in��# i#•i #in+n► ie0•4• v... / / �.. �- --- ___/ // / -14 • • c_) z o I / ►� ♦- ��►, .npn#♦��r#.nn♦ ♦�...�:'141r.'inO♦4i♦#♦♦i#iG•►i#iniin♦+i#i+0i#i#4i#ininni#iZni!s!.'..t0.#.nems.•_._. - V Ir �• .4 ,,,f, ♦♦.♦in+iW4t♦.t►.♦.♦ #i..40/ ,.n- 4144% ..,di :♦i'#�i##.. i44,- �0np♦.s'♦..10:8:4* #�♦##ns4, ♦♦♦♦�'#v. / a O z i► �,.+a�i`+!•t•.b�!: ' ' 1�=.`i••iiii .e �.#.#<+r.► �#�.♦.�.•..•.�.�#♦�..# i♦��• 9 . ,c OV VOiOi�ii�'i►♦0 �+'ri•i"Yi•�....� / I Q z a JOB TRAILER 10400000: f • �►.^ y�!i♦i'.. . �•��•�,,♦�#♦0��.�......" ♦ ,r8 ..s �i 0 ♦I IA�4y►.�+♦s � ►i���►�i�►a>: 0.. ......•i�i•.�►�sd##Ri / / -- t 4 `• cn Z 1 � 1.0' / I/0 ' �,� � - (Ni ti� 7 / - 1- --- -" - '4 / iki. � z MAX. ' 4` �®i• INSTALL SLOPE MATTING PER / `Ly z AOTTOM OF TRAIL 0� ,� / �, J Q r 64/4 o CWS DETAIL N0. 805/C500 O g o� , O a2 I�3 I 2 I�3 --VARIES-}�-3 - - ') z mQ� tet; TAX LOT 400 1 - --- -- ""' Ma 2,..... ,,,r -___ 1 - W 6 r Z I - � E Pr- /\�.�. .�\ \ /e / / TAX MAP 25101BA �, J `- 1 a Z -� I- ` ? ti ami . • 14 I z `� o, W to Lu Lo CD CD 0 cc 1. //>/ ,/t/.( , /7 1 s 'el 4A ri ,,a,.1*"*C 44 4 44,16,P ittrikr4.1.'' ' / / F. \\/\/\ /\/\\/ /�\/ /\\/ ,a4 I /\ / 4. / d'/fro. t / / 23 - / -, Q a v W lL ' 4,*4V A t.2 0 b,...-4' / /,z___/:.____________ „.....„... -----V------7"... ! c461k, =LI:. . :4 ,..„./4.\_,.... i. 4 I,,i _........„ 1•,\A ,\ , • i deiii,.....;,/,'•,* 4/616144:. !I:A'7'4'„Nr:4/4 4 7 ". /i/ rt 4 4';,A# f, 4 / / / / I lool, 4. Arlo s 4' / ifiv• i . 1 r rill.:0 ; � ► �► :229.14 / / r- I - _ _._ J \ ' /. xSWALE CROSS SECTION 1 � �- �� / t Ill x SCALE 1 = 5 C�70 Ired/;/#7,*:.44,64:14":4:1, . I . 1 ...--- 2 OC 01(ii. % iyi If / / / 1 4 I WI< O o r 'A 0.1/0:• 4 t Iii,4;.1 , / ----11iiiJ1?fi1/ 11/41( \ \I :1 , "__1 41 . ...tv" 1141( 3c I/ VA a r4V,*4; * 1 1 / ., ��. i �ie', • i% I / / / FG: 34.06 . �$4...#f phi'#♦*4i; 4 ' / I / I Q 4 4 0 0 ya ►iii►ice#si•+.e,4 4 �` �4 iill W 1_ - -CFO- Z / / / / ...--"'"---.......*-' I\ I • " 1-14_j___ .""..'-- cn / / INSTALL CHANNEL Mt +►.4�.r 4,410Qer� -9 / r /Ifl Or ; 40.:r i / / / ./ / / j LI 7- _ LU 1141( / j d 0. 404 I MATTING PER CWS // sf►O� E' / / / _ -- / iligX DETAIL NO. 800/C500 • : A� , .►44ei'ii♦i''i'i♦� ;' ,. / !� 1 �'' - $ CO r /I"��f...��.'IP:; / 1 i F�✓✓ '., i +; ' / 1 -1 ". .4 . > U) 09 \-FG:236.00 FG:236.00 oi. W I �p►��e"�•<;. 4 FG:229.28 / 11" /e , •44fr I •40.„ . 1 / /\ -------" / \ Q I •� INSTALL CHECK DAM r ►f► •+�*. ' / Cinilika 2117 csi BIO-FILTER BAG SIMILAR i'►'®i�':, 4t4 / / �` / 1IWO / j 4 Q. z ti � TO CWS DETAIL N0. ��� ��,+.s0r•.��;' / 1 �" f 915/C500 (TYP.) ;Al,:�►�41, 4 ,, 4,1 / / 1 � _ gs ,�.�s►.®,��.��, i / J I 10,0; �si���*Vii / / `- I 4 1 .� �.;�;.#�I, '1 ' I .7 FG:234.18 / \ 4 CO - 'fir � +.4 E / / / I f1 ��y,.'�',. .f / / - 34% / / �- 5.3% 7 6n. / -4.9%! 4- I / / li 1 /4►201 FG:229.13 , / I / / < C , / i f N in cv ,/,0 ♦ �1 r / . . %'�;i�♦�i / , FG:236.99 ' r /4 1 1 i .1 4 1001,. .411,; 401 ; l! oil,0 0 lk.':�+ � � , / / / L f ' / tea . t...---- : ice`l7)!' J; ; I, „, _-- -- ____ 41./irT / ! FG:23429 r-- - f'i#i# � C070 /1/ 1 _ / �� / �l i I. .i` O♦ii" / / \ i - 4: Z i , �'/.♦Vj // \ 1 Ii +MI c\r / 1 -11ICC .6 . ��'�fiii, \ TAX LOT 402 �� / '8� j ' 1 / / \ \ 4. / 1 '1/ CC � i�%%i / i 1 TAX MAP 2S101BA / / J ..,.,i..,_....,...1...:rot:. O d+b.. / • a LI (.01-1 L // / ..., /00,4 ii� FG:229.121 / )1 /O / U 1 " . . .. ! Po / g : 04; • I/ i i -"do ..A.; ::::,:errz7., ''♦' '' 1 / l SCALE. 1"= 10 FEET \ 23� I ti� I DESIGNED BY: CAK 13J a . 4 , 1:7_ / L / 23� / / ry / •,f.- -N f / DRAWN BY: TMI 10 0 2 5 10 /r`. .. . .... .... / / CEG ORIGINAL PAGE SIZE: 11' x 1T / / FG:234.79 1 / / `�_ `/ ' / / �_- I . . • � ® BY. AS NOTED 4 I ` / .......................... . . .�, / 4 DATE: 12/16/2019 / • PROF --cas I }........ . .... j. .. l PO 1 Q / SSS PORTION OF EXISTING ru�� '02 1 cas__.. , , -. - . - >rion �,._.. ._. _ DRIVEWAYTO BE „40,,,,47, I pli115'_1 �. �' ' L r 1� >� EDGE OF GRAVEL - _.. _. .USED AS ACCESS n OREGON 7 _ N. cv . ......... . r ~ k1� `- EXISITNG -Slp . sFpT 14 19� �: cas-� � _ RIVEWAY FS .............. Cas DROP S JUNE 3 2021 ' • r CAS .......................................................................... ............................................. �WARp -- Q' RENEWS: 4. la, TI / / 4 REVI510N5 - cAs.................................. ,......... ---- - - _cAs -- 1 �SAS�0Q /I CAS p(, . '� ` CAS t} QL� / /N ............... •... ...... -�-N�CA$:1111://1111111:Asj_LL-g- ,Q JOB NUMBER ' • .� 4762 c_.., I `ci 1 a �'- -�- SHEET ,/ M/ 1 1 0 4 Y C070 -----� f (./) W LW CC �rutf raT I 1 r U AIN 1 I [t ri' lineampQ Aiii 1 41111 11111 ow 4 • 1 - w =cr Ulea aft awn < .< a . :Lcr CC w a INSTALL DITCH INLET 1 cn PER DETAIL 1/C500 9.8' nsim Ilea am. ow ° in Z•AND CONNECT TO It Q 0 Z FUTURE STUB1-." q - g W DISTURBED AREA ~ a �' cc ' ii ^ me 4 • -. . ilk I z I f BOUNDARY (TYP.) Me CC Jcc c.4 Al to � J ! ~ r� `aw, • • a I ` ¢ o u, ,n z 0. ^ r 20.5 4 4 �, o� � � • 11111 I f TAX LOT 400 " " � Z .0 6,, z co we La ¢ Moo a.) u jE W ll f - - - TAX MAP 251018A +i • c" cap Q "' "' N z O ^ J Q Q � Pa � o W L- 20.0' ` = .4H 2.0' I,L 1 ' ,a Iota' , .BUR ^ 1 / 7 �� Q O 1n f of > W �i ,, , CUTOFF DITCH 20.0' �- ' l l PROPOSED Q CC i 1 i1 . a w 1 • . a f , ca I z I Z m ...fit= C_D C100 4 .4J 41 Q 1 28.5' I 1 1 C..) 0 4 4 1 II A +f "� 4.0 -- . _10' X 20' PARKING r SCHULZY/SANISTATION IJP�` cn m fr f SPACES (TYP.) - t d ^ ; W 26.8' �� 3.0� I , (5 Ii' j _ e Q A II ;r" Lu Z CO I- / 1 ^ T I Qa Z J 36' X 60' LEASE I I _ CRUTCHER LEWIS J 0 8 j r • f � TRAILER (TYP.) 4• I � II A f 20.3 I I •' I° I 1 f .r • I c,f 1 f 1 I A7c1DD i / I 4• >11 A 1 j 1 I . %g ' . i c1 DD • I • , i `'1f Y - 41 I 2.0 (TW.) '. I 10.0' 10.0' f w {TYP.}----f SETBACK ` • I / } i li 1 I [ f L - PROPOSED CUTOFF DITCH � ) DISTURBED AREA a �, Q liBOUNDARY {TYP.) I � N 11 / 1 :. . ...4 c..... . , a ^ 10' X40' FIELDI a J � TRAILERS (Tl'P.) -11 II YYYiLU TAX LOT 402 �+ wTAX MAP 2SIO1BA1I '' fJ7-1 C1001MW! ,.) 114 i -I ° � SCALE: 1"= 10 FEET A f -•.!3.0' I I 4 I 10 0 2 5 10 1117.0" ._ 1 I . ORIGINAL PAGE SIZE: 11' x 17' / A ! I1 D.0' i - Eti ir�ji)l'`\1 Z�� �-�! rj� �I 144 } Q J.,_ ri 1 rer.'-'414L----41.1-ftft.aft. CAP CONSTRUCTION ENTRANCE WITH 4' OF1 '.)4\.bs I 4 DESIGNED BY: CAK GRAVEL SECTION SIMILAR TO DETAIL 1/C1D0 I , . -"."="--2,41- F.�!r �_r %'�!l Cil . '( .. 1 ' DRAWN BY: TMI cr+EO(ED BY: CEG I .r. 1 14 v i SCALE: AS NOTED - t �, I DATE: 12/16/2019 - 9.5' EDGE OF GRAVEL PORTION OF EXISTING ---.„ / DRIVEWAY RAMP PRocF I 1.4 i 10° OF 3/4°-0 GRANULAR BASEROCK l�-� x+i 1 Orin, .t : t �1r1 � li!f ar • .moi 1<� -,... . .. DRIVEWAY TO BE • - 4 .. �.sss COMPACT TO MIN. 95% MAX DRY s' =yrs• •� *- •r�•�.; t•�li, rEonNM Inn J �,. r N�� b2 ( DENSITY PER AASHTO T-180) rmon USED AS ACCESS I I / .401..4KP ~ ~ um ..lin 'bat um op i I n OREGON ( 11 a COMPACTED WOVEN I .1? 4 4 ��� `-'1,-,:), a. • ! V SUBGRADE GEOTEXTILE RFsG� FABRIC 4 E.OWARO r J RENEWS:JUNE 30.2021 NOTES: - GAS- - - - G,,�5 4 IQ 4 . REVISIONS c.D1. SEE PLANS FOR LOCATION OF GRAVEL SECTION(S). - - -.. 2. DESIGN SUBGRADES SHALL BE COMPACTED AND PROOF-ROLLED PRIOR TO PLACEMENT OF BASEROCK. - - - c,,5- TO BE PROTECTED AT ALL TIMES • 1: I . 3. IF SUBGRADE FAILS THE PROOF-ROLL, SUBGRADE SHALL BE OVEREXCAVATED TO FIRM AND UNYIELDING SOIL DURING CONSTRUCTION. DO NOT USE; "I g AND BACKFILLED WITH COMPACTED BASEROCK OVER MIN. 8.0-0Z. NON-WOVEN FABRIC AS REQUIRED TO z _us_7 --4E ..t_ ---f.s. ALLOW COMPACTION OF UPPER (DESIGN) BASEROCK SECTION AND TO MAINTAIN STRUCTURAL INTEGRITY OF Q �, ` • _ . JOB NUMBER ;� SUBGRADE SOILS. TYPICAL MINIMUM OVEREXCAVATION REQUIRED IS 12-INCHES. NO RUBBER TIRED 1 I 4762�C r� EQUIPMENT ALLOWED ON SUBGRADE FOLLOWING OVEREXCAVATION. ° `t V L W - (, SHEET § GRAVEL SECTION DETAIL 1 v, SCALE NTS C100 C100 Q U) W W CC C3 = P MATS BLANKETS SHOULD FOR FURTHER INFORMATION CC I- } ON DESIGN CRITERIA SEE I CC IO _ r BE INSTALLED VERTICALLY �1 Y CHAPTER 4 OF CLEAN WATER �'/ co ! M1 : : • DOWNSLOPE- ble CC OtLORMAT/BLgN -ag if-10 : 4 :10l * NTROL...,\\ .:OP . ASSURE SOIL IS TRAPPED a a /// / /, /f // Int //A//A// / z cn \/ 6" \f\�\\� I 6" \f 44,\/ / li\A : \ 77.40P- r o� mic o i��i\ i\\/ \\// I /, \r /\V A ‘/ oQ ,/ \ • Z LONGITUDINAL TERMINAL SLOPE AND :144// \ \ \ 00ti / ''' './. 4 ANCHOR TRENCH CHANNEL ANCHOR TRENCH ------L,_ I. 07 �// A 4 P ■■ w N LLI Zli / / RADIUS = 25' MIN. c'.•C�..a.Q vp.D • ,:9 b C Z o [n cr Jr'w IF 4 �-� \f� CLEAN PIT RUN OR 3"- 6" CLEAN ROCK "*' �Oy�O�OF G�Fc'� INTERLOCKED AND DATTACH PLAN VIEW j Z a 1F li r �� P _��� ft I I r 0 rzL P /�/� SUBGRAPsyENT \OG�SS IF NOT TO SCALE z = o M ; E ELi'-L0 co u uj > Ali IF W P `�% // /f GEOTEX�L ESEAS REQVMRED \�P���• Z v) z ro rj c Z N Ai if STAKE AT 3'-5' ���� �� NTERVALS. \\\ ' \\ / $" MIN USE STITCHED LOOPS Q j) (� CC IF 40 P A. / , DEPTH Y N Y Z O f ( / /� 3' MINIMUM W LL \ \ //OVER z"x 2" POSTS NOTES: a ♦r P P li // ...>„ *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL FROM TOE SLOPE. - P ' 417r MIN. 4" \ 1 1. BURY BOTTOM OF FILTER FABRIC 6" � o ♦�V� :1,004 �' OVERLAP � VERTICALLY BELOW FINISHED GRADE. C P /\/ GRAVEL CONSTRUCTION ��� 2'_6,. 2 POSTS.' FIR' PINE OR STEEL FENCE P (� ' P //% ENTRANCE CURB RAMP ` 3. POSTS TO BE INSTALLED ON UPHILL O 4'-D" N P /r r ��j r \ 12" PAVEMENT 71.t44SIDE DF 5L04'E.`� 0100. � [�' `e \/�� ��\�i\ // 6.. Q _ _ 4. COMPACT BOTH SIDES GF FILTERF aa -� FABRIC TRENCH. W / �, �� 6"\ 5. PANELS MUST BE PLACED i- \\.\\. N\ 1 1�2" Q a a d a $ a \ ryw..\\R< ,,y/7//,<// rpt W� r ar-r..•z:•a.k<:��/�, CHECK SLOT AT 25' INTERVALS ~� / � I / f , ' `4'Awa ` � >'isw / I ACCORDING TO SPACING O3V DETAIL--� -V � , / ;y � �u F4 �5 s� e .+ �. FILTER FABRICP 1114 CC r~� ���� 3b / \ \ ' \2/ />\�\/ i ?4 p . � � WIDE ROLLSMATERIAL G"\ ' �.� JI- � STAPLES . \�i`/ i, .\�/\�\ / / Y'S O o P ��\�/,\�/ ISOMETRIC VIEW / //� \,�\,,�\,�\�,� /;•-, :::. ,. PROFILE W '\/\/ ISOMETRIC VIEW \/ \ / \y/\ ' NOT TO SCALE o rX c_D P P r • .,....:.�:.::.:_-::..:._; NOTES: 1' r•r••,•••,•aa,a•r•a•a••,a,•aa•a•aaaaaaaa• •• 2 :::::::1 •Tar•,rrrr,r,ra.*.rar*r*ar,r*r*...*rr,rr• •. TYPICAL SLOPEaaa a:•:•:• aaaaaaaaaaaraaaaaaaraaaaaaa•raaa.. , Q .44 11111: , . .02: 6" \ \ 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING •: 5 :r::::❖::::4::::❖:•40:4.:::::❖:•: :40:41.::. :: .c:' /\/\/\ ISI ...: .....,•,...*......•••...a....aa....aa*r.a .. FILTER FABRIC MATERIAL a SOIL STABILIZATION / /i\/ ,.; ;......•................................. .. -••--+�+ _Si " OF SEDIMENT ON TO PUBLIC RIGHT-OF-WAYS, THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR �\ ..-..._ . 1 ...:. . ._j_y -�� \ '� BERM \ \ Or, •i*•Oir*.**• .*O♦rrr ••• •i• ••• �: 36 WOE ROLLS \ .v \\• CLEAN OUT OF ANY MEASURES USED TD TRAP SEDIMENT. 2'-6 ai••. •sa.....aiiiriiaiaia•iirasriiiia••aiiiaaiai•iiiiiiaiii! ♦L �� / / \ \ 12" .i ::•i i i i 0i i:i i i i i i a i i•'.•i i i❖i i ii •i:❖:•:•:•j•%o.•i ;:$// // /f // �° /, " r`/ // // `ti // / / `/ `/\ 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. :3:: 3:+:::•:aa.:::a.:::::