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Plans (28) BU P2020-00006 /2215 72-A123 "(We etiP8d -64-1(-1,'n fn W W CC U D CC I~ B A S E C A M P CONSTRUCTION TRAILER , PARKING AND STAGING AREA11111 U o w H w x ccU a a CC wa I- .:, CIVILCONSTRUCTION PLANSRECEIVED112, JAN 2020 ...,2?-4(..tTIGARD (7 ,17i > z I IW tit f I KJ 1 ' •=E , 1 ,- , TAXLOT 300 N ,Al LEGEND OFFICE co �, �, _Z ________ • z � � 1 .� - ;I IIt---- __,..„, TAX MAP 251016A 4 .., .1IIrIJ , = O „,-SN� O Life— co .. .g , (t EXISTING PROPOSED EXISTING PROPOSED W i I z r,=,,� = Z W — I } r f 4", DECIDUOUS TREE0 0 STORM SEWER CLEAN OUT o • Q "' z O Hit — 1 1 STORM SEWER CATCH BASIN 0 ■ a `V W '� ��� �,� b-KELT I. W CONIFEROUS TREE STORM SEWER AREA DRAIN ❑ ■ Q HIT.- / .I Z I FIRE HYDRANT A STORM SEWER MANHOLE © Q N SW TAX LOT 400 : - i W DAR, W I WATER BLOWOFF i> I GAS METER c� II] O Mi — INTERSTATE 5- TAX MAP 2S1 O1 BA > a SEF, _� .1 Q WATER METER o - GAS VALVE m III Th--------Th SW )ARTMOUTH STREET ( MI ) I I I I ) ^ • 1 - ” .- . z I WATER VALVE Dd GUY WIRE ANCHOR E--- LIU 0 o n cLJ L a I I ..: . . DOUBLE CHECK VALVE �' la POWER POLE -� -s• 44 i PROJECT SITE • I 0 z 1 L I i _ DM I AIR RELEASE VALVElir POWER VAULT © © W Op, ` a 1 1 L: a_ — �� J Ap • POWER JUNCTION BOX ❑D o �/ - f1 , , SANITARY SEWER CLEAN OUT ❑ BEAVERTON TIGARD r " ' — I I SANITARY SEWER MANHOLE 0 +1 POWER PEDESTAL © ■ 2 CC cD HIGHWAY 217 v —_- -- si i I SIGN T ❑ adri ' aCt Q I 0 p . i 3 ^ I — COMMUNICATIONS VAULT © c r II ���R — : . STREET LIGHT x�c i ( COMMUNICATIONS JUNCTION BOX 6, A ____ _ _. i3 83 8 TAX LOT 402 ;.t j� MAILBOX PM ® COMMUNICATIONS RISER 0 •• Ce..) 0 mil - - .. —• 1 ^ TAX MAP 251O1BA •'-' `+' �y; H W Z imp il I E EXISTING PROPOSED ‘....1 ( • � 1 -a - - - - — - - \ I , - T I RIGHT-OF-WAY LINE - I r . . i BOUNDARY UNE Pct J0 a :II 1 „ .: I PROPERTY UNE CO \ \ i I ! , . ! 1 - �� N - �' � 3 .., l:. � CENTERLINE _- ------- -- - - - ..._. 0+ ................. y r DITCH > CO 0 cc ,i _________.7 __________ ....j___ ... 461 CC 3 V VICINITY MAP • - CURB NOT TO SCALE —0A;_____ . am_ _ — — ...r. i......'7'.... ` . EDGE OF PAVEMENT - - V o ............ ��_ �. Y.•:I I• EASEMENT - - - - �' i, I FENCE UNE 4 7 C C " - - - APPLICANT/PROPERTY OWNER GRAVEL EDGE W BASE CAMP I, LLC SITE MAP POWER UNE - — — —PW12— — — —PWR— PM IDWIR FIM CONTACT: BRIAN BENNE' I 1 "=30' OVERHEAD WIRE — — —011W 01W 011W 4550 KRUSE WAY, STE. 125 COMMUNICATIONS UNE - — — -- Com— — — —coM- cou COM Ski) LAKE OSWEGO, OR 97035 FIBER OPTIC LINE - --- --- -- CFO-- — — — CFo— — — — — CFO— — — —CFo— 14 ENGINEERING/ SURVEYING/ GAS LINE - — — —GAS-- -- - —GAS- GAS GAS GAS t 2 STORM SEWER UNE - — — —VFW — — — —SW — SW SIU AKS ENGINEERING & FORESTRY, LLC. CONTACT: CHUCK GREGORY, PE - ASSOCIATE SANITARY SEWER UNE - — — —SAN— — — —sA1 - SAN SAN I"' 12965 SW HERMAN ROAD, SUITE 100 WATER LINE - — — — WAT— — — —WAT- WAT WAT W Z TUALATIN, OR 97062 Lu .■= PH: 503-563-6151 I V CONTRACTOR PROJECT LOCATION: TAX LOTS 400 AND 402 (WASHINGTON COUNTY SHEET INDEX EX ASSESSOR'S MAP 2S 1 01 BA) LOCATED IN THE LEASE CRUTCHER LEWIS CC CONTACT: MATT BAKER C000 COVER SHEET WITH SITE AND VICINITY MAPS SOUTHEAST 1 /4 OF SECTION 01, TOWNSHIP 2 W Z SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, 550 SW 12TH AVENUE C001 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 (, O CHNI AL C 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 15575 SW SEQUOIA PKWY, SUITE 100 C500 DETAILS ADJACENT PROJECT DRAWN BY: TMI 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 ON CITY OF TIGARD DATUM, PER CITY OF �\����0PR0 s�a2� TIGARD BENCHMARK NO. 252 AT THE SE F CORNER OF 72ND AVENUE AND HAMPTON �104417,K-r- . ,.P - .{. STREET WITH AN ELEVATION OF 222.84 (y s OREGONAT �' 0FEET. ";07.' 14,\(3 � i t .4WARO 6 RENEWS JUNE 30.2021 E ATTENTION EXCAVATORS: REVISIONS 081 I OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION 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 NUMBER THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT 4762 Jw 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. Call before you dig. 0000 ,, COMMENCING AN EXCAVATION. CALL 503-246-6699. Y Q W 11 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 FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN 2 _ cc m BY THE OWNER OR RETAIN AND PAY FOR THE SERVICES OF A EXISTING UTILITIES WHERE NEW FACIUIIES CROSS. ALL U11UTY FT. HORIZONTAL TO 1 FT. VERTICAL (2H:1V) UNLESS OTHERWISEp 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 - F" TO ALL CONSTRUCTION PERMITS REQUIRED BY THE CITY OF TIGARD. STATE OF OREGON TO ESTABLISH CONSTRUCTION CONTROL AND HAND TOOLS OR OTHER NON-INVASIVE METHODS PRIOR TO ENGINEER FOR THE PROJECT. - ` ' v 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 55. STRIPPING MATERIALS SHALL NOT BE USED FOR BACKFILL, UNLESS 'l AND GRADES OF IMPROVEMENTS AS INDICATED ON THE DRAWINGS. EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF _ cc w OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE. �- = 0. INOAR 952-001-0010 THROUGH OAR 952-001-0090. THE STAKING FOR BUILDINGS, STRUCTURES, CURBS, GRAVITY DRAINAGE CONSTRUCTION TO MAKE NECESSARY GRADE OR ALIGNMENT ,-_ - t... PIPES STRUCTURES AND OTHER CRITICAL IMPROVEMENTS SHALL BE MODIFICATIONS WITHOUT DELAYING THE WORK. IF GRADE OR TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS / 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 THE CONSTRUCTION STAGING AREA AND SHALL BE STRICTLY FOLLOWED. (800) 332-2344. - t� AND 0.02 FEET VERTICALLY, OR BETTER. USE OF GPS EQUIPMENT FOR THE ENGINEER, AND THE ENGINEER OR THE OWNER'S REPRESENTATIVE ,..-c) = Z 3, CONTRACTOR TO NOTIFY CITY AND ALL U11UTY 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 OF 48 BUSINESS HOURS PRIOR TO START OF CONSTRUCTION, AND 22. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING 37. ALL FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR EXISTING PUBLIC MAINS. cc v) y z COMPLY WITH ALL OTHER NOTIFICATION REQUIREMENTS OF AGENCIES 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 WITH JURISDICTION OVER THE WORK. o CC N Cl) THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) ALL PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, OR OTHERWISE AUTHORIZATION FROM THE CITY. co 4. CONTRACTOR SHALL PROVIDE ALL BONDS AND INSURANCE REQUIRED INCLUDING OREGON AMENDMENTS. ACCESS TO DRIVEWAYS SHALL BE PROTECT EXISTING U1IUTIES AND OTHER FACILITIES AT ALL TIMES z<IC ;�,,�; • a BY PUBLIC AND/OR PRIVATE AGENCIES HAVING JURISDICTION. WHERE MAINTAINED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL DURING CONSTRUCTION. CONTRACTOR TO LEAVE EXISTING FACILITIES 59. CONTRACTOR SHALL COORDINATE WITH POWER, TELEPHONE AND CABLE E W Lo z / N COMPANIES FOR LOCATION OR RELOCATION OF VAULTS, PEDESTALS, w = o ` • E E �" REQUIRED BY PUBUC AND/OR PRIVATE AGENCIES HAVING JURISDICTION, BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. IN AN EQUAL OR BETTER-THAN-ORIGINAL CONDITION. 3 In ro o w CC ETC. c� c„ Z in L, LU N THE CONTRACTOR SHALL SUBMIT A SUITABLE MAINTENANCE BOND 38. U11U11ES OR INTERFERING PORTIONS OF UTILITIES THAT ARE w LoQ o o g5 z w 23. PRIOR TO ANY WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY, 60. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH FRANCHISE gi J " i z 0 PRIOR TO FINAL PAYMENT. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO UTILITIES FOR REMOVAL OR RELOCATION OF POWER POLES, VAULTS, Q " L o W 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 PEDESTALS, MANHOLES, ETC. TO AVOID CONFLICT WITH CITY UTILITY FOLLOWING ITEMS TO THE OWNER'S REPRESENTATIVE. WORK IN NE RIGHT-OF-WAY. CONTRACTOR SHALL HAVE ALL OPENINGS CLOSED WITH CONCRETE WITH A MINIMUM LENGTH EQUAL TO 2 TIMES THE DIAMETER OF STRUCTURES, FIRE HYDRANTS, METERS, SEWER OR STORM LATERALS, PLUGS Z m a. LIST OF SUBCONTRACTORS 24. CONTRACTOR SHALL CONDUCT CONSTRUCTION ACTIVITIES IN SUCH A THE ABANDONED PIPE. ETC. 0 E--, MANNER AD CTINSURE NOR INTERFERENCEANDHOME OWNERS. THE NTR CTOR USE 39. CONTRACTOR SHALL REMOVE ALL EXISTING SIGNS, MAILBOXES, FENCES, 61. ALL FRANCHISE UTIUTY STRUCTURES (VAULTS, PEDESTALS, UGHT a. 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 .d 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. W x� d. EMERGENCY CONTACT NAME AND PHONE NUMBER WORK. CONTRACTOR SHALL COOPERATE AND ACCOMMODATE OWNER'S CONDITION. a< CC = REQUESTS TO THE MAXIMUM EXTENT POSSIBLE. 40. IF SPRINGS OR GROUNDWATER ARE ENCOUNTERED DURING 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF CONSTRUCTION, THE CONTRACTOR NOTIFY THE W 0 v THE DOCUMENTS AND PLANS ASSOCIATED WITH THE PROJECT WORK 25. CONSTRUCTION ACTIVITIES, EQUIPMENT, VEHICLES, AND MATERIALS REPRESENTATIVEOF THEOCONDITIONSORSHALLFOUND AND HEO OWNER'SS THE s SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE SHALL NOT BE PLACED IN AREAS IMPACTING PROPERTY OWNERS AND = CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS/PLANS RELATIVE SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ACTIVITIES IN A MANNER THAT WILL ALLOW TIME TO REVIEW THE TO THE SPECIFICATIONS OR THE APPLICABLE CODES, IT IS THE NE START OF WORK. SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER 2 eiCC = ENCOUNTERED. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER'S THE CONTRACTOR SHALL PRIOR TO FINAL ACCEPTANCE AND PAYMENT,, < -‘1 REPRESENTATIVE IN WRITING PRIOR TO THE START OF CONSTRUCTION. 41. ANY SEPTIC TANKS ENCOUNTERED DURING CONSTRUCTION SHALL BE 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 0 0 REPRESENTATIVE SHALL CONSTITUTE ACCEPTANCE OF FULLCOUNTY SANITARIAN REQUIREMENTS. . RESPONSIBIUTY BY NE CONTRACTOR TO COMPLETE THE SCOPE OF CONTRACTOR'S PERSONNEL DURING NE PERFORMANCE OF THE WORK. 0 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 Z WIN LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES. REQUIRED OR NECESSARY INSPECTIONS ARE COMPLETED BY OREGON WATER RESOURCES DEPARTMENT REQUIREMENTS. u) •••• 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 WITH APPROVING AGENCIES' CONSTRUCTION STANDARDS, THE MOST RECENT INSPECTED. FAILURE TO OBTAIN NECESSARY INSPEC110N(S) AND COMPACTED GRANULAR MATERIAL < (I5 EDITION OF THE UNIFORM PLUMBING CODE (OPSC), THE MOST RECENT APPROVAL(S) SHALL RESULT IN THE CONTRACTOR BEING FULLY 44, CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS ASSOCIATEDCD EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), APWA RESPONSIBLE FOR ALL PROBLEMS ARISING FROM UNINSPECTED WORK. WITH REMOVING OR ABANDONING ANY SEPTIC TANKS, WELLS1114C STANDARDS, OREGON HEALTH DIVISION (OLID), AND THE DEPARTMENT 28. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY (INCLUDING BOREHOLE PIEZOMETERS), AND FUEL TANKS ENCOUNTERED OF ENVIRONMENTAL QUAUTY (DEQ) WHEREIN EACH HAS JURISDICTION. INSPECTIONS OR NECESSARY OBSERVATIONS FOR ALL WORK AS PER REGULATING AGENCY REQUIREMENTS. WHEN SHOWN ON THE CO ryasCI ? 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 RULES OF OSHA, IN PARTICULAR THOSE REGULATIONS PERTAINING TO PRIOR TO SCHEDULING TESTS THAT MUST BE WITNESSED. TESTING DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S rr RR ADEQUATE SHORING AND TRENCH PROTECTION FOR WORKMEN. MUST BE PERFORMED BY AN APPROVED THIRD PARTY INDEPENDENT REPRESENTATIVE IMMEDIATELY UPON DISCOVERY OF ANY SEPTIC V 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 - ,� HOURS PERMITTED BY THE GOVERNING JJRISDICTION. IS SOLELY RESPONSIBLE FOR SCHEDULING TESTING. ALL TESTING OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK. I" i` MUST BE COMPLETED PRIOR TO PERFORMING SUBSEQUENT WORK. A THE CONTRACTOR SHALL PROVIDE NE 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 29. THE FOLLOWING TESTING IS THE MINIMUM REQUIRED FOR THE PROJECT. & MATERIALS BASIS OR AT A NEGOTIATED PRICE AS AGREED. O NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND 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 PUBLIC STREETS AND 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./LIFT (4 TESTS ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE U 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./UFT (4 TESTS STANDARD SPECIFICATIONS FOR CONSTRUCTION (OSSC/ODOT/APWA) Cr OTHER AGENCIES SHALL NOT, IN ANY WAY, REUEVE THE CONTRACTOR MINIMUM) AND IBC, CURRENT EDITIONS. 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, 1CO WIN THE CONTRACT DOCUMENTS, APPLICABLE CODES, AND AGENCY BASEROCK SHALL BE PROOF-ROLLED WITH A LOADED 10-YARD DUMP M REQUIREMENTS. TRUCK PROVIDED BY THE CONTRACTOR. BASEROCK PROOF-ROLL TREES, STUMPS, BRUSH, ROOTS, ETC. DO NOT DAMAGE OR REMOVE SHALL TAKE PLACE IMMEDIATELY PRIOR TO (WITHIN 24 HOURS OF) TREES EXCEPT AS APPROVED BY NE OWNER'S REPRESENTATIVE OR Z 15. IF THE CONTRACTOR DEVIATES FROM THE APPROVED PLANS, INCLUDING AS SHOWN ON THE DRAWINGS. PROTECT ALL ROOTS TWO INCHES IN THESE NOTES, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN PAVING, AND SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE. DIAMETER OR LARGER. O AUTHORIZATION OF 111E ENGINEER FOR SUCH DEVIATIONS, CONTACTOR LOCATION AND PATTERN OF PROOF-ROLL TO BE AS DIRECTED BY O SHALL BE SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS OWNER'S REPRESENTATIVE OR APPROVING AGENCY. 48. STRIP WORK UMITS, 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 U 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. 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 PERCIC TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED FOR THE CONSTRUCTION DRAWINGS AND CONTRACT DOCUMENTS. ASTM 01557 (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 WRITTENCOMPACTION TEST RESULTS FROM AN INDEPENDENT TESTING TZ PLANS ON NE CONSTRUCTION SITE AT ALL TIMES WHEREON HE WILL FIELD SURVEYS. WE DO NOT GUARANTEE THE ACCURACY OR THE LABORATORYGMUST ORE RECEIVED GRADINGffFOR PLACINGAEMBANKMENTS, RECORD ALL APPROVED DEVIATIONS IN CONSTRUCTION FROM NE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST ENGINEERED FILLS FINE FOR BASE ROCK. W 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 (.5 SHALL BE KEPT UP TO DATE AT ALL TIMES AND SHALL BE AVAILABLE RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER AREAS TO FOR INSPECTION BY THE CITY OR OWNER'S REPRESENTATIVE UPON 33. ANY UTILITIES LOCATED IN THE FIELD THAT THE CONTRACTOR BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED WIN REQUEST. DISRUPTS OR DAMAGES SHALL BE PROMPTLY REPAIRED TO NEW MAXIMUM 8" LIFTS (LOOSE MEASURE) OVER APPROVED SUBGRADE. DESIGNED BY: CAK CONDITION. IF REQUIRED, CONTRACTOR SHALL INSTALL SUITABLE EACH UFT SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DRAWN BY: TMI 18. UPON COMPLETION OF CONSTRUCTION OF ALL NEW FACILITIES, TEMPORARY SERVICE UNTIL REPAIR CAN BE COMPLETED. THE COST 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 FIELD RECORD DRAWINGS SHALL BE SUBJECT TO VERIFICATION. IF ALL UTILITIES EXPOSED. UNIDENTIFIED UTILITIES SHALL NOT BE AND PROOF ROLLING. MATERIAL IN SOFT SPOTS WITHIN AREAS TO BE DATE: 12/16/2019 SIGNIFICANT ERRORS OR DEVIATIONS ARE NOTED, AN AS-BUILT DISRUPTED OR CUT UNTIL OWNER OR OWNER'S REPRESENTATIVE HAS IMPROVED SHALL BE REMOVED TO NE DEPTH REQUIRED (AS DIRECTED ��R°FFs SURVEY PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL BY THE OWNERS� REPRESENTATIVE) TO PROVIDE A FIRM FOUNDATION Am s,LAND SUVEYOR SHALL BE COMPLETED AT THE CONTRACTOR'S APPROVED THE CUT OR DISRUPTION. AND SHALL BE REPLACED WITH SUITABLE COMPACTED BACKFILL t N�c N. EXPENSE. 35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND 52. GRANULAR BASEROCK SHALL CONFORM TO THE REQUIREMENTS OF F P F� -r�. s 19. NE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION MARKING ALL EXISTING SURVEY MONUMENTS OF RECORD (INCLUDING OSSC (ODOT/APWA) 02630.10 (DENSE GRADED BASE AGGREGATE). ' w '"� a n OREGON BUT NOT LIMITED TO PROPERTY AND STREET MONUMENTS) PRIOR TO COMPACT BASEROCK TO 95% OF THE MAXIMUM DRY DENSITY PER i. S CONTROL MEASURES IN ACCORDANCE WITH 11GARD S/CWS EROSION CONSTRUCTION. IF ANY SURVEY MONUMENTS ARE REMOVED, ASTM D1557 (MODIFIED PROCTOR). WRITTEN BASEROCK COMPACTION 9'p� AT. 14,�'g o AND SEDIMENT CONTROL MANUAL, CURRENT EDITION. DISTURBED OR DESTROYED DURING CONSTRUCTION OF THE PROJECT, FS oF` >- THE CONTRACTOR SHALL RETAIN AND PAY FOR THE SERVICES OFA TEST RESULTS FROM AN INDEPENDENT TESTING LABORATORY MUST BE FDWARO 20. ELEVATIONS SHOWN ON NE DRAWINGS ARE BASED ON CITY OF TIGARD : BENCHMARK NO. 252, ELEVATION 222.84 FT (CITY OF TIGARD DATUM), REGISTERED PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF RECEIVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE BEFORE RENEWSJUNE 30,2021 PLACING AC PAVEMENT. REVISIONS fl LOCATED AT NE SE CORNER OF 72ND AVENUE AND HAMPTON OREGON TO REFERENCE AND REPLACE ALL SUCH MONUMENTS PRIOR E STREET. SURVEYING FOR DESIGN WAS COMPLETED BY AKS ENGINEERING TO SUBSTANTIAL COMPLETION OF THE PROJECT. NE MONUMENTS 53. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES & 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 CONSTRUCTION STAKING ON THIS PRO,ECT IF DESIRED. COUNTY SURVEYOR SHALL BE NOTIFIED IN WRITING AS REQUIRED BY FINISH CONTOUR LINES SHOWN. cp PER ORS 209.150. N JOB NUMBER w J czZ SHEET C) 0 c 0 0 l Y Q -n Val I...,.---.r V al NOTES: V 0 UJ 1. U111J11ES SHOWN ARE BASED ON UNDERGROUND U11LITY LOCATE _ - co M' MARKINGS PER UTILITY LOCATE TICKET NUMBERS 16001505, �` Y. cc v 16001506 AND 16001507. THE SURVEYOR MAKES NO GUARANTEE -J Q THAT THE UNDERGROUND LOCATES REPRESENT THE ONLY UTI1111ES i..- ac w IN THE AREA. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING A = as ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. '` = Z /o�/� V 3 '€F M3 2. FIELD WORK WAS CONDUCTED JANUARY 5-11, 2016. ...I --- _r: 0 a 3. VERTICAL DATUM: ELEVATIONS ARE BASED ON CITY OF 11GARD T W B'' 6 DATUM, PER CITY OF TIGARD BENCHMARK NO. 252 AT THE SE c CORNER OF 72ND AVENUE AND HAMPTON STREET WITH AN ocl cc N cr) Q ELEVA11ON OF 222.84 FEET. z o zmcp, - c., Z a 4. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY. 8_ E E >- itirci, UJ Pi; 5. SURVEY IS ONLY VALID WITH SURVEYOR'S STAMP AND SIGNATURE. 6 8 6. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED w 6 w ;5)- OTHERWISE CONTACT SURVEYOR WITH QUESTIONS REGARDING BUILDING TIES. Z m Q // / 7. CONTOUR INTERVAL IS 1 FOOT. / 'gyp / / i / /� / ,,', ' / 8. TREES WITH DIAMETER OF 6" AND GREATER ARE SHOWN. TREE / - •. _ - / / / -� TAX-L6T 300 / DIAMETERS WERE MEASURED U1ILIZING A DIAMETER TAPE AT LU „� 11415 '+ / / / '1 TA MAP 2S101BA/ / BREAST HEIGHT. TREE INFORMATION IS SUBJECT TO CHANGE UPON - - „,n„ `L / 1 / 7 / / • ARBORIST INSPECTION. 4t CC -� •�'�tr / "ti�� �L�'/ / / 4 7� o"w •5 21 , _. -_.1 / _ — 1 / / .. 9. STREAM AND WETLAND BOUNDARIES AS SHOWN WERE DIGITIZED BY .-- / /`ti 7��� ( 4 O ____/ _ _ _ / 11193 / ... I AKS ENGINEERING & FORESTRY, LLC. FROM DSL Wad 2013-0373, /'1Pr / --� \ / /c(-\),(0 ry� ,1v"/ / off - _ . wL ! m .� �" 1 �-I , DATED MARCH 14, 2014. 1 ? �■`,/ / TA LOT 4Q9`� ti 0111811 • �_"`_ 11194 ( _, I �2 - -WA�c� ,I�� NV L°' .: '' + — ; a 11122 yx MAP 2S1 A / �o 1 — -� 7\ d = 1 1 1 1p. WETLAND BOUNDARIES AS SHOWN WERE DIGITIZED BY AKS FROM ` ,�, ��, �/ I �r �,. 1 4--- DSL WD# 2014-0158, DA1ED JUNE 13, 2014 IICE / / I 0 LI / / / / N '30002 ::A1 - TWAT I i / / / / �� /�1,.,,� — �+- — ... `r .J / / / / / (./7/. / , \ c.. (in LI - / jV 7 /4// 7, • `,',i �, I., TREE I 1 �—" 1 7 , I 11119 7 / / *11169/ _ // ,,,„,„/ BUILDING1 i' . / Ioct 11130 `�) J1104 7 ,/,/ ' �, I I ,�- 1 u, tit / / / 1 1:1:1 ;!!! , / _. .-1 1 1 1 DOMESI1. / / 11046 J / , / \ 'f1 I PER 72ND I ��, ti / .5p 11161 / v: / /'• / / ! / 1 . , ,-235 1 1 CO. Cirri ,,, t / 1111?4 'L / / //> ` r-`--• cto- 1 IMPROVEMEN / �/ / // / 11 4711X / ,PLANTER 1 �' —/ AS—BUILT DI / o t►' - / _ i / 11132 / / 11160 11044 2�6 a1 ^ TREE _____T 3 1imisi TAX LOT 401 �, I / ~( _ ,' ,T.., 11050 1104840 _236-I i I N" ,�� TAX MAP 2S101BA ' l / -/ J / ` FIBER OP�IC I I / . / / / ,r--__:::./ / w 14.1 / 1 - //:// WO,pD FENCE / 11133 / 1104 \ / st. ,1, Q WI� '.� / 411 / //7/// / o 23� I r Z �1 TREE TABLE / �N/ / / / / N. ; -- - TREE NUMBER TYPE DBH (IN.) 1 �/ / / STM CI � ' . PLANTER 1 W / / / / /11139/. 11139 OVRHANG---� BUILDING / RIM: 2 8.63 TREE I I'� >� SW E ISH U RST 11015 DECIDUOUS 6,7,10 11 / / / . a-I Q I ' / I IE IN: 12 SE •'1 .: . �2� / / / / / ���/ �- / / IE OUT: 12"N - -I--- - -STREET 11044 DECIDUOUS 22 / / / / / / __ �/ // / 1 11045 DECIDUOUS 17 �G. CHAIN LINK FENCE 9 _ / / / / TAX L T 402 1 I / / ' / / � / / TAX M 2S101 BA < / / / I � . 3 3 / 11046 DECIDUOUS 13,16 Q, / `�'; / VARIABLE WIDTH '.-1=- �' H 1 / I — — ,/ — I / / \ \ / j L. / •OVERHA, SLOPE EASEMENT `1 19— 11 /' 11047 DECIDUOUS 10 I / PER DOC. N0. / • .�PLANTER / 11048 DECIDUOUS 17/ (5 O I / / \ \ 2014-013952 1 1 / 4" F� ^`� / \........1 079 I % / / 1 IQ TRE 1 I 1 11049 DECIDUOUS 10 Z Ca 7/ If / N / 11072 / / 4: I r--2E0 — I / 11050 DECIDUOUS 15 mem Z „ , �, I /_ 1 NATURAL GAS �"� ,S / / /`ti / o ). I PER 72ND 11072 DECIDUOUS 11,11,11 CO ................ / J (Ill / / --- To<1 1..... AVENUE ...,....7:c ~ m°18'2 "W = / / i L- 46'= 20' I IMPROVEMENTS 7,8,10 1 2r �' 11 .0 I i AS-BUILT :......................... . ,......,..t11-1-9..-.. .,,..-1.. - --� / HEDGE 1 DRAWINGS 11119 DECIDUOUS 16 Uall CI 11122 DECIDUOUS 12,12,12 ! , ^` GAS !\ ``'' N86'32'23" 123.32' i i ""• - _ ••�•. 11130 DECIDUOUS 12 0/As aoOLD PROPERTY LINE PER 1.................. .�` GAS / ) .... , /DOC. N0. 90-070042 WOOD FENCE """" - - -GA$/- - - -GA$ / 41.I 4 11132 CONIFEROUS 38 _ 10G - - - I 11133 DECIDUOUS 10/ 1 GAS-- � I �'�,,� � / 11134 DECIDUOUS 8 ., /\' / 242 --� I I 11139 DECIDUOUS 12 TAX LOT 401 TAX MAP 25101BA AT— —WAT.-- I= AT— I 11160 DECIDUOUS 26 IC,�L' .WAT— —WAT�— I 11161 DECIDUOUS 15 DESIGNED BY: I I 1 11164 DECIDUOUS 15 DRAWN BY: MEB I CHECKED BY: GEP I I 11169 DECIDUOUS 8 ' SCALE: AS NOTED a. 11170 DECIDUOUS 26 DATE: 09/12/2019 N 11181 DECIDUOUS 27 REGISTERED PROFESSIONAL 11192 CONIFEROUS 13 LAND SURVEYOR 0 11193 CONIFEROUS 34 (Zt4n 10.( s► N '41 'IP W 11194 CONIFEROUS 23 OREGON JANUARY 17, 1995 30002 DECIDUOUS 15 ` GARY E. PAUL .. 2698 C.DSCALE: 1"=20 FEET RENEWAL 12/31/2020 REVISIONSa 6 IIIIIIIIIIIIIIIe!iiiz cs U x 20 0 4 10 20 C) ORIGINAL PAGE SIZE: 22" x 34" 0 N JOB NUMBER to 4762 w J SHEET z d „, C003 �•^� 4 i L 1 - 1 + - / 4 I ' /� / ^'�"rfl �, J ,� // / —Y 1 / �� '/ / /• / 4 WAT/fVAT 1' 1 - 4 / LIJ CC N W '\ a x / / -1 _� / ._--- t V V , ll\ xr.r / / cb� / / / �` 4' , N LU / . / U <, �/ ILI x ■ w / ��ti / �/ / �� 4 1 nhe Let' 5 / / a / / / , x x / _ �� ry, ,�ci Q/ / ��_� �' / / [ 2 - - LEGEND ILI 4 // [I co Illg •e N. .1 I\ 1 / 11170 Eip x ( a...4.i." v 4(\ii/ 7, / / / / 111$1 ~x�� _� !,,,v v 11194 �--" o z EXISTING CONTOUR (1 FOOT) — -16$— - f. 4 / / / / / V 7._ ___ _ _ pT - . x .��-� / Q - 11 CD a no J — — -170— — /� r / / / / / / / 7 ~--. � — -r -- 4 14 cl a m L7 � 2 a. ` ' W � � EXISTING CONTOUR (5 FOOT} , rr '. p / / / / / / f x�� - ` z a U uj CC / ! / / / / / / j 1 N FINISHED GRADE CONTOUR (1 FOOT) 168 \ �_1 / / I 41‘ / . `-•r / / / / / • C9 z �n u� W / / / / 2 / 30002 � x � /a , ' � N ¢ � "' Y z o FINISHED GRADE CONTOUR (5 FOOT) 170 / / / / / / TAX LOT 400 // / / // �/ / !I AI 4'OAT^ I r WAT` Vi g a o W 2 f / / / / TAX MAP 25101 BA / / / / '/ . :� I -� 3� mPRE-DEVELOPED SURFACE FLOW ARROW / / / ZDISIURBID AREA BOUNDARY .�TYP.)f / / i / / / , / ///77--- / ,� a 1 \ 0 ,,/////77 1\w / - SEDIMENT FENCE x x 'CI- / J fir , / / / / , I / ;. / I ti -� i INLET PROTECTION EXISTING E■ i I / ei41----- / / / / ` - 4 iCC/ / / / EXISTING BUILDING AREA 1,860 SF G ; I. - Q STRAW WATTLI=S X X j A 11119 / 11169 ' / ' + / O o/ / \-/ ,/ / / 110 , . .--- . --- w ! i � 11130 / // ! f f O / , ...- i 0 i . 2 eCCo 11 REMOVE TREE '\/ / ' �; . . / \A \ 4 4 . ‘.„ i 1 , i ir40. /../ ip.*4 / ,/ --- '� / 11046 illi- �- --- „_. . a __. ; /i V / 11161 i / r ��A, / / - / ///// I' TYP. / r ^� Q 4 A 0 0 / / 1116 © ( ) ////17//,/, �/ . --cFo- r - / V / / C. _., // 1........../.... % . 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STRIP AND REMOVE TOP SOIL AND EXCESS MATERIAL IN AAs J S FDWARO G�' ...... . . . .......................... . ~ — -. _ � ( / I • I a ACCORDANCE WITH GEOTECHNICAL ENGINEERING O PROTECT AT ALL TIMES DURING CONSTRUCTION. ANY ............... — GAS- — / 4 4 RENEWS:JUNE 30,2021 REQUIREMENTS DAMAGE SHALL BE REPAIRED AT CONTRACTORS EXPENSE ... ... .. .. ..... _ _ j / �Q I REVISIONS 3. REMOVE EXISTING TREE / _` 0 — / • . o / / — a -- -- — . o 4. REMOVE EXISTING WOOD FENCE ' �` Q -y. r. ,,, 5. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE PER CWS / i y-, c_, .1 1 . `` �•^ JOB NUMBER DRAWING NO. 855/C500. INSTALL GRAVEL CONSTRUCTION C r� Li ENTRANCE 4' LOWER THAN FINISHED FOR FUTURE 47�'' GRAVEL CAP SHEET CDZ 6. INSTALL CURB AND GUTTER INLET PROTECTION PER CWS im DRAWING NO. 905/C500 0 0 5 0 Y /1 1 - INSTALL DITCH INLET PROTECTION / // / I // �� _/� Ti ' / a c� b CC i- AMRPER CWS DETAIL NO. 915/C500 / / �� / '/ / / wAT/ WAT J \ . 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O 1 + ;01X44 FIELD1 LUfTAILERS (TYP.) 1 ii fft' TAX LOT 402 .. A TAX MAP 251018A 4 g 1 (DI CO SCALE: 1"=10 FEET II A I '13.0' 1 04 * 114 I�0 1417.0'11. . . c 7 .100 / ORIGINAL PAGE SIZE: 11" x 17" I " 4I c 5.O' f f sf r � 'd , �'�r -2 r .__.100' € 1 CAP CONSTIRUCT10N ENTRANCE WITH 4' OF -�e,��°: , -1-,,,,,-;),.° °� ��, �ii I / � DESIGNED BY: CAK GRAVEL SECTION SIMILAR TO DETAIL 1 C100 , 'e DRAWN BY: � ��i is L 1 yid," r € ) k E� • CHECKED BY CEG .__... y SCALE: AS NOTED ,_ I 5.0. _ DATE. � � 12/16/2019 9.5'._ _..__. .W._ DGE OF GRAVEL - E - POR11ON OF EXISTING � � � / DRIVEWAY RAMP pRop 10° OF 3/4"-0 GRANULAR BASEROCK ' s:'r= s:'0. �..13/&.#'.. :,,,..���, s (COMPACT TO MIN. 95� MAX DRY ,;mss:+ ;� �! '�w! �.1i:t'�!� MIN 1 -" DRIVEWAY TO BE - Fs >� _"""'..___�- USED AS ACCES14 S'• F$;,, o2-., DENSITY PER AASHTO T-160) ivi\ �� 0III"*\' r : . I P '\'\��\ 7 5V� . Illa ,ice Ji I 4 n OREGON �� , c o COMPACTED - WOVENME SUBGRADE GEOTEXIILE �'p SAT 14 �9A / SFS G� o FABRIC 4...................................................... . J _I RENEWS:JUNE 30,2021 GAs NOTES: --GAS-- 4 Lr4 . REVISIONS 1. SEE PLANS FOR LOCATION OF GRAVEL SECTION(S). � 2. DESIGN SUBGRADES SHALL BE COMPACTED AND PROOF-ROLLED PRIOR TO PLACEMENT OF BASEROCK. �` ` -- ---GAS-- TO BE PROTECTED AT ALL TIMES -// o I N 3. IF SUBGRADE FAILS THE PROOF-ROLL, SUBGRADE SHALL BE OVEREXCAVATED TO FIRM AND UNYIELDING SOIL DURING CONSTRUCTION. DO NOT USE, a- . 4 . �_ AND BACKFILLED WITH COMPACTED BASEROCK OVER MIN. 8.0-0Z. NON-WOVEN FABRIC AS REQUIRED TO a -- --Is ALLOW COMPACTION OF UPPER (DESIGN) BASEROCK SECTION AND TO MAINTAIN STRUCTURAL INTEGRITY OF _i JOB NUMBER (43 SUBGRADE SOILS. TYPICAL MINIMUM OVEREXCAVAIION REQUIRED IS 12-INCHES. NO RUBBER TIRED ` • - W EQUIPMENT ALLOWED ON SUBGRADE FOLLOWING OVEREXCAVATION. . 1 ! 4 4762 J z GRAVEL SECTION DETAIL 1 SHEET SCALE NTS C100 (,) C100 N W ill CC C> CC F- ir FOR FURTHER INFORMATION C3 P MATS/BLANKETS SHOULD W ON DESIGN CRITERIA SEE O W BE INSTALLED VERTICALLY 11 �� U) I- •IG ,16 CHAPTER 4 OF CLEAN WATER P �� DOWNSLOPE" TAMP IF SERVICES EROSION PREVENTION ,� W = :::7;•''''..41.410".4. .e.,►�, • \� _ P ti` SO,L OVER MA� 1G 4 AND SEDIMENT CONTROL ,\".1.•••:-• �N� ANGLE FILTER FABRIC FENCE TO V . ...::/-1\�/��� \\ _ BLANI(ET PLANNING AND DESIGN MANUAL � G Q J � ���m�R�W : --.4 +� S� SD• ASSURE SOIL IS TRAPPED a a /\/\\// `-j � \x,12‘Oli :,4,- :::::,,,..2.,...;> \ -7----- � , / 00 / \sS\ e�O� a. a a \\....„\� A 6"•r�\/�\\/ I 6 \ ¢�` \ D . .v D "6 a : . ..-‘1. • . .,. IN G \ I /. `/ .\`/ .\`/. �O / /\/\ / a.Lam: 4 G E 4 p 0 Z j_____LONGITUDINAL TERMINAL SLOPE AND " \\ \\ \\�` o '� '. ' b d.�:• ' ti y ANCHOR TRENCH CHANNEL ANCHOR TRENCH ry '° r \ %�/�/ o,ap."�4 ' a:.q4 _ i I 1 n wCZ W wo kij Z �l r /\\/. 00° Z. RADIUS = 25' MIN. p�-�a'�t'. • v �� (/� Z �y, ill • • a ac x� �1� r ' \ \\/ CLEAN PIT RUN pR 3"- 6' CLEAN ROCK �� ' p �0����O��C,�ESS IPQSTS AND D ATTACH PLAN VIEW _ m TC a, �, Z Q. li ( �� r ���`� ftliro /,12.. 0.: /\/� Q��OG SSI NOT TO SCALE W w oc M Fri o uj CC STAKE AT 3'-5' P ` `�, //\ SGEOTEXnILE�EINFORCEMENT AS REQUIRED `p��A* 0 z Lo c-, Z_ N 4 •\r' INTERVALS. ' 0 \\\\�1 1' : \/ 8" MIN. USE STITCHED LOOPS ffi toQ u� �} y C'3 CC cf)P �:•,•. ,/ DEPTH cV �c Z O -lfe !` /� 3' MINIMUM ♦� �, �, `�= f° \\\\\ --,-11.--_L. OVER 2"x 2" POSTS NOTES: 4 cN F2 o W u- ~. *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL FROM TOE SLOPE, MIN. 4" \ �// - 1. BURY BOTTOM OF FILTER FABRIC 6" m =Vi d`O•�O�` ( OVERLAP r /\\ ` VERTICALLY BELOW FINISHED GRADE. Z (� P r /�\// # GRAVEL LENTRANCEONSTRUCTION CURB RAMP ''�� t I 2'-6" z POSTS, FIR, PINE OR STEEL FENCE N ' P /// I ` 4.-o- 3. POSTS TO BE INSTALLED ON UPHILL O r / /////101 r \ 12" '' •�� SIDE OF SLOPE. Q I� `/ \/�\/�\ �\/� �/ g" • a PAVEMENT �A1 / 4. COMPACT BOTH SIDES OF FILTER � a \ / FABRIC TRENCH. W i 1/2" ° g o j � - Err�\/ 5. PANELS MUST BE PLACED / ��__ �\ \ '\�%// / / / //\ `L -' s` w FILTER FABRIC ACCORDING TO SPACING ON DETAIL rOW / i CHECK SLOT AT 25' INTERVALS \\\ /\/ \\/\\��/\\/��/ /\\/\�\\,\� f. , ,- "F ,���?c"H`� -s. et P �/% // / if 16 / -� (•~ - I \/ /\���i�/\! \�\\,/\/ /� .il p•_ _..i.... . x MATERIAL 36" - I' N0.940 a j� �� ,11� /\�/ STAPLESh\/ ��\rid\`/�yi�\\ //iy\/"' �\\/i\��<., e r '�� WIDE ROLLS. O U P /�/�� ISOVETRIC VIEW /\ \v�/,/ �// •, :, , PROFILE W \'\�/\�/ ISOMETRIC VIEW \/ \. I. i T 4' •�� �\`%/�+ .. � NOT TO SCALE o 7 ..., �_;_a_ NOTES: ..... cs3i �_:.,.:;.::_ D.•. ..111.•..•.O..Owwee..........•.04,........ :. TYPICAL +: �. �.�.�.�.�.i�.�.i .1111 P SLOPE >� d :: ,, 4,,cc fj" •'\ \• _ i .. +N..............HH..+.,,....11,..1..,.. 1♦ +\ \ \ 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING CR FLOWING ,. ...+..•,....•...,.,.+..................•,. .. / / / ik / •.O• 1'.Ow.m..w.....m 0.1•0••OO iwoo..Oi..Oi..w... •:.•• FILTER FABRIC MATERIAL •:•:•:4-:•..:-:-:-.•%:0 _ " '''`` SOIL STABILIZATION / �/ice .-.. ..., OF SEDIMENT ONTO PUBLIC RIGEIT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, RE, AIR AND OR ••• •••••••••••••••••••••••••••••••,•,••••1•• •1• '' � --r-, \ 36" w10£ ROLLS - �.-11:) \ / 2'-6' ib• i:•ii•:+:•:+:ii:�❖:•i:•:b❖:•iii+i i❖:•Ji i+:•i+ii•%%�❖:•:�%: •��BERM \ �\`�\ \ •ii• .•i• ii1.L•iO•O.L1.0•.1111•i1iiiiii1.O.L•id.•ii1i 1 di1.•i1.\ �1�1�•. :, ' :: ' \ \ 1(O�1 J \ / \ ;-../2> Y2• CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ❖:::•;3:❖::.:+5:❖::❖:•.::*.::.:5:•3,•3,••••;••S ;•;:' \/I 12' / / ?u ilii+'.i / / / /\ �// ,/// / 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. ;,�•; ••;OP,4;•:1j,�1j•�•+•j j•jr14;.••+O••�.•�d•+y;•j1jP000..0.... ❖• (1) 0 \ \ p \ \ \ ='= "'• \ \ \/ �\/ \\/ \\/\\/�\/� 4'--0" 1,. 11.1.11111111111 11.1.1.1.i1�.,11 ii i• ••••• •+� \ \, \\ \\ 1► \\ \\ 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE ,�,:+: yp4::::,p••+.•1j::::4++:.•..•:::*:•::::::.)::::::::$::::::,1, ✓.� \//\\//\\//\\//\\//\ \1/\\// / \//\\// //\\6„ /\//\\//\\/ 4. WHERE THATRUINOFF CONTAINING NS INTO AN RSEDMENTOVED OILADEN MENT TWATER RAP R{ SEDIMENT LEAVING BASIN. SITE VIA THE CONSTRUCTION 6„ ,'-� .„,.....„.„,47,.. •:•:!•�•! •y` ;•�+�•!� �••/!•;•�• I/ W Z \ \ //,//,//,//,/ /,.,' ��\ %/\/ // //� NOT TO SCALEENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED IIMM INITIAL CHANNEL (,' INTERMITTENT CHECK NOTES: FILTERING SYSTEM. t CO 5. DIMENSIONSr0 ANCHOR TRENC-• SLOT 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL SINGLE FAMILY I J - 6'MAXIMUM SPACING FOR FURTHER INFORMATION HAVE GOOD SOIL CONTACT. 20' LONG BY 20' WIDE 8" DEEP OF 3/4" MINUS CLEAN ROCK. 1'-6" ON DESIGN CRITERIA SEE 14 NOTES: 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. COMMERCIALCHAPTER 4 OF CLEAN WATER1114( 3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FRONT VIEW SERVICES EROSION PREVENTIONCCI 1. CHECK SLOTS TO BE CONSTRUCTED PER MANUFACTURERS SPECIFICATIONS, NOT STRETCH. FABRIC TO PREVENT SUB-SOIL PUMPING. NOT TO SCALE AND SEDIMENT CONTROL !Mil 2. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS, 4. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. PLANNING AND DESIGN MANUAL. CO Q CV N ATTING CHANNEL INSTALLATIONC1eanWateS rvices MATTING SLOPE O P E I N S T A LL A T 10 N �eanaeeServices CONSTRUCTION S T R U C T I O N E N T R A \ C E �eServices SEDIMENT FENCE C1eanWater Services Q DRAWING NO. 800 `', '' DRAWING NO. 805 ?I F.; : - DRAWING NO. 855 r ~ DRAWING NO. 875 REVISED 12 16 O r- I X 7-1/2" I I MAY BE USED SHORT TERM f-:�"- 18r • W/ UTILITY WORK AND W/ L " DITCH PHASING OF DEVELOPMENT , + 1=#. - �r , • I, /J MAX I 7 Flaw 1 TOP OF CURB. 1, " 1" REBAR FUR BAu REMIJVAL DITCH CIO f 1�>s 1 F�, , - i ;, i ; , ' r A A ` BOTTOM FLOW x a r 1' I I E, 1 CG-30 OR CG-48 INLET. �'-� �� 1'Y l.� } I .; €, ♦ .I • 1 I 1STI I 1 i 1 414P* ' ?l t�it `i�luf �ti,1 CATCH BASIN GRATE r' \ I ; ir.T '� •f} + ��+-. I ,,r �i 131�,/ 3v''cTrP� p •1 ka+ -.-,\'; ' q-„r uRIM ELEV. 114 FACE OF CURB. 1•1`4,..4111'" 1` r.4,f1 I II it ` f b i "-}\"- 4 PER\ _. .,____ PUNS m 7r, „.....,=_,__,..:..,,_..,--,,,„ . . r _ Gt�l _rl is I 1 I 'I i ' ie 1*} .5 t ` Q . ...c • >. ' & �I -ri I`=rI CATCH BASIN ' L / y I..` 'j "j I z . a s . .......... . .. 0. I 13 INSTALL WATTLE AREA DRAIN41,440/ TIGHT AGAINST a EX LTYP) s ">° ir4I • .' h7 N ` . ... .. .. ". .,. 4 . FACE CURB. 4 Yley4v#4.44. # EXPANSION RESTRAINT - - . . [ - a• 4 .. .... . ,,,,„, n CATCH BASIN 2" MIN. SUMP 4 - ---. .-••••• " ra,.„,1_. __,..„:„.,F 4 '1, 4S4 .. 4 ° a PLAN, . i • r N :, .,\ 1 1 . • . , ,...Ate.# . 1 3 6 /2-2' 0 �6 .- x rr 4i l_ r,`, l: ' aL° • STORM PIPE ` b •' •' 3' 0" • pITCr! BOTTOM '' ` WHEAT STRAW, RYE 1 - f � LL` =� I• a �. j SELF A-A I J ' , 110N GRASS STRAW, COCONUT + 4� w OR EXCELSIOR WATTLES t ' _ .- w - ... . N 2' 4-3/4" ____._�� 1;'[P,11, ry r! " •h.. l; • 1/2" X 2-1/2" III1J1111 DESIGNED BY: CAK PERSPECTIVE VIEW SHOWING WATTLE Q 1 ,-,4 . • L , -, 71 SQ. EDGE FLAT BARS DRAWN BY: TMI ALONG GUTTER AT CURB INLET DITCH INLET PLAN VIEW ;al ;'it1.,. ti i \-4,(UVEN .�----2' 3-3/8' y N"' 1-1/2 '/3' ON SPACING CENTERS-11 I ' -1-1/2" 2-1/2" CHECKED BY: CEG 6" overlap of bags. FILTER SACK 4 ANCHORS 1 0 Irl II Ii II II IJ II I� 1 t SCALE: AS NOTED INSTALLATION NOTES: NOTES: 1/4" V f DATE: 12/16/2019 1. ADDITIONAL MEASURES MUST BE 5/8" X 3" BOLT / 2-1/2" k `� X E-1 FLAT BARS _ 1. ONLY ALLOWED USE OF APPLICATION IS ON CG-30 AND CG-48 INLETS UNLESS APPROVED BY CWS. "' 5/8" X 2-1/2' X 2' 6-3/4 pRO� 2. INSTALL WATTLE ALONG INLET WITH WATTLE EXTENDING A MIN OF 36" BEYOND INLET OPENINGS IN EACH CONSIDERED DEPENDING ON SOIL TYPES. CATCH BASIN INSERT 2 EACH ENDS 2-1/2" FS DIRECTION. 2. RIO-FILTER BAGS SHOULD BE t `3 �II I II I 14..._uiciptLsias �`'�'��� INE�� 027{3. WATTLE MUST BE INSTALLED TIGHTLY AGAINST CURB. MAY REQUIRE ADDITIONAL MEASURES TO ENSURE WATTLE STAKED WHERE APPL[CABLE USING (2 4 CORNERSALL BARS P CZ, REMAINS TIGHT AGAINST CURB, SUCH AS USING ZIP--TIES TO SECURE WATTLE TO INLET'S TRASH BARS OR ` / 3 16" V JL 2-1/2" ' UUSING SANDBAGS TO WEIGHT DOWN WATTLE. 1'X2 WOODEN STAKES OR APPROVED / MAINTENANCE NOTES: EQUAL PER BAG. NOTE: " SQ. EDGE FLAT BAR ' FA 9 /� , y OREGON FOR FURTHER INFORMATION 3 X 2-1/2" X 3/8" r 14 N 4' o FOR FURTHER INFORMATION 1 . RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE ANGLE ($. J 1. ANY VISIBLE SIGN OF SEDIMENT ACCUMULATION TO BE CLEANED UP AT THE END OF EACH WORKDAY. 3. WHEN USING 30" BIO-BAGS TO ON DESIGN CRITERIA SEE MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER EDWARN) PROTECT A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATERFRAME AND GRATE 2. REPLACE WATTLE AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING THE STORM SYSTEM. FABRIC INLET SACKS" SIZE OF FILTER SERVICES ER❑SKIN PREVENTI❑N RENEWS:JUNE 3D,2021 HAVE 4 BAGS AND THEY SHALL BE SERVICES EROSION PREVENTI❑N FABRIC INLET SACKS TO BE DETERMINED 3 AND SEDIMENT CONTROL AND SEDIMENT CONTROL a OVERLAPPED BY 6 PLANNING AND DESIGN MANUAL, BY MANUFACTURER. PLANNING AND DESIGN MANUAL. NOTES: REVI�ONS vi Q 1. SEE CONSTRUCTION DRAWINGS FOR PIPE SIZE, LOCATION AND INVERT ELEVATION. 0 2. FRAME & GRATE SHALL BE ASTM A-36 STEEL o CURB A D GUTTER TTE INLET PROTECTION I N L_ET PROTECTION 3. ALL CONCRETE TO BE 3300 PSI AT 28 DAYS. to U M1 �, I N L_E T PROTECT 10 N CleanWater Services CleanWater Services TY P- 5 C1eanWater Services JOB NUMBER co DRAWING NO. 905 TYPE 4TYPE 3 DITCH INLET 0 4762 DRAWING NO. 915 1. DRAWING NO. 920 ,-U • NTS SHEET Z C500 Q