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Plans (78) S 1209-00024 2 of 2 CO w H BASECAMP CONSTRUCTION TRAILER , PARKING AND STAGING AREA city ui i lydiu Erosion Vontrol a a To Schedule Inspections: z N Call (503) 639-4�75 . c CIVILCONSTRUCTION PLAN !. <:c:Dj , J(�f Pf10f f0 footing inspection DEC`� C.U+S � ,Final inspection: wC�cn � Z r __ . : (la zz '. ...*\ r 1 TAX LOT 300 . :•' � c� a:-.. --\ U_ CI �,,: . .111 II In, T .... �� LEGENDZ • TAX MAP 2S101BA _ I W w �— — '�M I EXISTING PROPOSE EXISTING PROPOSED W �, I i • r. 4. cp cn v w I ME MI :7E - .� • Y IE rN I + . * M` Y� ❑f ,, CONIFEROUS TREE M SEWER AREA DRAIN ❑ ■ 17--S, ilk I ' ..T ---1 / Illa •• I 1 ~ 1 IIIIImw .� .I� STORM SEWER MANHOLE © ■ sw -� r j ^ TAX LOT 400 �•.-�1: w FIRE HYDRANT A � O BAR t INTERSTATE 5- gni TAX MAP 2S101BA WATER BLOWOFF Y 1 GAS METER ❑o 0 a a Sip - hi / I .:t:.. Q WATER METER o m GAS VALVE ID �•/ - ( +o DARTMOUTH STREET�. I ^ j ., ;. Q _____ W pi IIr ) i ':,4. 7 WATER VALVE N H GUY WIRE ANCHOR E DOUBLE CHECK VALVE � �,MI TLij I . � � .; ® © POWER POLE ,_:;.. -�. z PROJECT SITE , f �~ DEO AIR RELEASE VALVE ' POWER VAULT l -i IPJ W Oa \/ 1 �` i • R --- SANITARY SEWER CLEAN OUT o • POWER JUNCTION BOX ❑o 2 IX o zIlii j I BEAVERTON TIGARD `� n - �' I11/ -- ���` I .71:I`� SANITARY SEWER MANHOLE O • POWER PEDESTAL I ■ 44HIGHWAY 217r I w{ Imo! I : _� + I T COMMUNICATIONS VAULT [ c] e a rim I. _. IS I,: STREET LIGHT : COMMUNICATIONS JUNCTION BOX p I 1 a \ IIII 11/11111111, — � �� � - IJ TAX LOT 402 I I`�- (.5 1 MAILBOX A 14 roi COMMUNICATIONS RISER 0 • U iii MI ■� jpi TAX MAP 25101 BA . . . W 1111111111 I — Arr�/ i.� = 1�.F-�� � EXISTIN PROPOSED Cn - a -..... II >71R4 + "< RIGHT-OF-WAY LINE - - - - - - - ,,,, 13E. 1 .. i f ^ J — <4 (5 . :...___ in' - - : jL2...p.....a8:....i.o...L...........m.m . BOUNDARY LINEr 44 \ ---....-, , 1 1 1 -- r - - ill.,N 1831;, ' PROPERTY UNEW - . ... . ... - CENTERLINE - LU) 13._____) -__ N.................... .. 4g DITCH o �� o`` ICURBVICINITY MAP —I ..': NOT TO SCALE I " -- - + '' EDGE DF PAVEMENT - - o CA5� I ................... L--,i1-7 EASEMENT - - - �1 � FENCE LINE 0 0 0 0 3 C APPLICANT/PROPERTY OWNER GRAVEL EDGE •• W BASE CAMP I, LLC SITE MAP POWER UNE - -- ----- ---PWR--- ---- -- PWR HWR PWR CONTACT: BRIAN BENNETT 1”=30' OVERHEAD WIRE - - - - OHW — OHW OHW i75 (f) 4550 KRUSE WAY, STE. 125 COMMUNICATIONS LINE -- - cam- - - - COM— COM COM a LAKE OSWEGO, OR 97035 FIBER OPTIC LINE = a ENGINEERING! SURVEYING! GAS LINE - - -- —GAs— — — —GAs— GAS GAS GAS t 2 STORM SEWER LINE - - - -Sim— — — —sni— MU STM AKS ENGINEERING & FORESTRY, LLC. CONTACT: CHUCK GREGORY, PE — ASS �l�T �RM1S SANITARY SEWER LINE - - - -SA++- - - I:►+- SAN SAN ER�111T WATER LINE - 12965 SW HERMAN ROAD, SUIsT�►-Mr,,n�of AP W Z SHE IS uG-TION —wAr•— — wh7 WAT WAT TUALATIN, OR 97062 N C°NsIR W ADO D MEN-TS on OEVEN PH: 503-563-6151 �► Noy p�` — DA-CASHA 1C}At-FFIoM "THE CODE OFF CONTRACTOR EQuiRINGTHEC�C105.O� PROJECT LOCATION: TAX LOTS 400 AND 402 WASHINGTON COUNTY Cly R OFERRORS•� SHEET INDEX LEASE CRUTCHER LEWIS ASSESSOR'S MAP 2S 1 01 BA) LOCATED IN THECCQ SOUTHEAST 1/4 OF SECTION 01, TOWNSHIP 2 W CONTACT: MATT BAKER SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN, Z C000 COVER SHEET WITH SITE AND VICINITY MAPS 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 () 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 ADJACENT PROJECT DRAWN BY: TMI 15575 SW SEQUOIA PKWY, SUITE 100 C500 DETAILS CHECKED BY: CEG PORTLAND, OR 97224 SITE AREA: 34,204 SF = 10.79 AC SCALE: AS NOTED PH: 503--968-8787 DATUM: VERTICAL DATUM: ELEVATIONS ARE BASED DATE: 12/16/2019 FAX: 503-968-3068 ON CITY OF TIGARD DATUM, PER CITY OF .���°PR0AFSs) #T's OF TIGARD A ,N F o roved by PI nning TIGARD BENCHMARK NO. 252 AT THE SE F� r CORNER OF 72ND AVENUE AND HAMPTON �„ .: .P Date: STREET WITH AN ELEVATION OF 222.84 ci. ts, OREGONc6.6 �! FEET. �p,,�s,o7 14,�g (?,10or .OWARO G J RENEWS:JUNE 30,2021 ATTENTION EXCAVATORS: OFFICE COPY REVISIONS Luct CITY OF TIGARD OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY REVIEWED FOR CODE COMPLIANCE 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 �' Approve I JOB NUMBER THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT . . ore. - I 4762 Permit ,S1-Tan )9 -9c.)o ay THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT Know what s below. Address: .���' '.� SHEET LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE suite#: Call before you dig. By: Date: 1 _L 2� C000 0 u, COMMENCING AN EXCAVATION. CALL 503-246-6699. Y Q to W 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 = = - 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 (211:1V) UNLESS OTHERWISE = 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 GEOTECHNICALcn 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. LU c =0 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 AND GRADES OF IMPROVEMENTS AS INDICATED ON THE DRAWINGS. EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF aac w OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH 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 - p_ W PIPES STRUCTURES AND OTHER CRITICAL IMPROVEMENTS SHALL BE MODIFICATIONS WITHOUT DELAYING THE WORK. IF GRADE OR _ z .Ti TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS / 56. GRADING SHOWN ON THE DRAWINGS IS CRITICAL TO THE LAYOUT OF =_ z cn (800) 332-2344. 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. 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 'r '52 z -1 OF 48 BUSINESS HOURS PRIOR TO START OF CONSTRUCTION, AND EXISTING PUBLIC MAINS. H > c� 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 ce N = 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 c = = THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) ALL PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, OR OTHERWISE AUTHORIZATION FROM THE CITY. z co c • a 4. CONTRACTOR SHALL PROVIDE ALL BONDS AND INSURANCE REQUIRED INCLUDING OREGON AMENDMENTS. ACCESS TO DRIVEWAYS SHALL BE PROTECT EXISTING UTILITIES AND OTHER FACIUTIES AT ALL TIMES z < �, t7 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 W �o z ,m- / N COMPANIES FOR LOCATION OR RELOCATION OF VAULTS, PEDESTALS, w = C7 E ri 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. ETC. a 12 , w THE CONTRACTOR SHALL SUBMIT A SUITABLE MAINTENANCE BOND 38. UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE w d o o iv z 23. PRIOR TO ANY WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY, 60. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH FRANCHISE (0 J � 0 uj PRIOR TO FINAL PAYMENT. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO `' a w o 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, 5. PRIOR TO BEGINNING WORK, PEDESTALS, MANHOLES, ETC. TO AVOID CONFLICT WITH CITY UTILITY •z r- FOLLOWING ITEMS TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL HAVE ALL OPENINGS CLOSED WITH CONCRETE Q WORK IN THE RIGHT-OF-WAY. PLUGS WITH A MINIMUM LENGTH EQUAL TO 2 TIMES THE DIAMETER STRUCTURES, FIRE HYDRANTS, METERS, SEWER OR STORM LATERALS, Z .< a. LIST OF SUBCONTRACTORS 24. CONTRACTOR SHALL CONDUCT CONSTRUCTION ACTIVITIES IN SUCH A THE ABANDONED PIPE. ETC. Z N MANNER AS TO INSURE NO INTERFERENCE WITH THE CONTINUED USE 39. CONTRACTOR SHALL REMOVE ALL EXISTING SIGNS, MAILBOXES FENCES, 61. ALL FRANCHISE UTILITY STRUCTURES (VAULTS, PEDESTALS, LIGHT b. PROJECT SCHEDULE OF THE ADJACENT PROPERTY AND HOME OWNERS. CONTRACTOR SHALL LANDSCAPING, ETC., AS REQUIRED TO AVOID DAMAGE DURING POLES, ETC.) SHALL BE SET A MINIMUM OF 1 FOOT FROM ANY C,� c. TRAFFIC CONTROL PLAN CONTACT AND DISCUSS PLANNED CONSTRUCTION ACTIVITIES ANDPROPERTY CORNER OR SURVEY MONUMENT. TIMING WITH THE OWNERS AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION AND REPLACE THEM TO EXISTING OR BETTER W d. EMERGENCY CONTACT NAME AND PHONE NUMBER WORK. CONTRACTOR SHALL COOPERATE AND ACCOMMODATE OWNER'S CONDITION. 114 REQUESTS TO THE MAXIMUM EXTENT POSSIBLE. 40. IF SPRINGS OR GROUNDWATER ARE ENCOUNTERED DURING 16 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF 08 THE DOCUMENTS AND PLANS ASSOCIATED WITH THE PROJECT WORK 25. CONSTRUCTION ACTIVITIES, EQUIPMENT, VEHICLES, AND MATERIALS CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S W c) 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 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 I, TO THE SPECIFICATIONS OR THE APPLICABLE CODES, IT IS THE THE START OF WORK. SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER N CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER'S ENCOUNTERED. .Q REPRESENTATIVE IN WRITING PRIOR TO THE START OF CONSTRUCTION. 26. PRIOR TO FINAL ACCEPTANCE AND PAYMENT, THE CONTRACTOR SHALL 41. ANY SEPTIC TANKS ENCOUNTERED DURING CONSTRUCTION SHALL BE 114IC 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 LI REPRESENTATIVE SHALL CONSTITUTE ACCEPTANCE OF FULLCOUNTY SANITARIAN REQUIREMENTS. RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF CONTRACTOR'S PERSONNEL DURING THE PERFORMANCE OF THE WORK. LIJ ZWORK 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 WITH LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES. REQUIRED OR NECESSARY INSPECTIONS ARE COMPLETED BY OREGON WATER RESOURCES DEPARTMENT REQUIREMENTS. Nimm 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 CO 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 4 (415 APPROVING AGENCIES' CONSTRUCTION STANDARDS, THE MOST RECENT INSPECTED. FAILURE TO OBTAIN NECESSARY INSPECTION(S) AND COMPACTED GRANULAR MATERIAL lisial< 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 ASSOCIATED CD EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), APWA RESPONSIBLE FOR ALL PROBLEMS ARISING FROM UNINSPECTED WORK. WITH REMOVING OR ABANDONING ANY SEPTIC TANKS, WELLS STANDARDS, OREGON HEALTH DIVISION (01-1D), AND THE DEPARTMENT 28. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY (INCLUDING BOREHOLE PIEZOMETERS), AND FUEL TANKS ENCOUNTERED OF ENVIRONMENTAL QUALITY (DEQ) WHEREIN EACH HAS JURISDICTION. INSPECTIONS OR NECESSARY OBSERVATIONS FOR ALL WORK AS PER REGULATING AGENCY REQUIREMENTS. WHEN SHOWN ON THE CO CI o 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 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 8 ADEQUATE SHORING AND TRENCH PROTECTION FOR WORKMEN. MUST BE PERFORMED BY AN APPROVED THIRD PARTY INDEPENDENT REPRESENTATIVE IMMEDIATELY UPON DISCOVERY OF ANY SEPTIC 0 o TESTING LABORATORY RETAINED BY THE CONTRACTOR. CONTRACTOR TANKS, WELLS, OR FUEL TANKS, AND OBTAIN APPROVAL FROM THE 11. CONSTRUCTION OF ALL PUBUC FACILITIES SHALL BE DONE WITHIN THE x IS SOLELY RESPONSIBLE FOR SCHEDULING TESTING. ALL TESTING HOURS PERMITTED BY THE GOVERNING JURISDICTION. OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK. _ I'- 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 29. THE FOLLOWING TESTING IS THE MINIMUM REQUIRED FOR THE PROJECT. & MATERIALS BASIS OR AT A NEGOTIATED PRICE AS AGREED. NECESSARY TO MEET APPUCABLE AGENCY REQUIREMENTS AND0 PROVIDE A COMPLETED PROJECT. SUBGRADE 1 TEST/4000 S.F./UFT (4 TESTS 45. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING 0 13. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY MINIMUM) CONSTRUCTION ACTIVITIES TO ENSURE THAT PUBLIC STREETS AND 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 THE 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 BASEROCK 1 TEST/4000 S.F./LIFT (4 TESTS 14. ANY INSPECTION BY THE CITY, AKS, OWNER'S REPRESENTATIVE, OR MINIMUM) STANDARD SPECIFICATIONS FOR CONSTRUCTION (DISC/QDOT/APWA) IOC OTHER AGENCIES SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTORAND IBC, CURRENT EDITIONS. FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE 30. IN ADDITION TO IN-PLACE DENSITY TESTING, THE SUBGRADE AND Elm WITH THE CONTRACT DOCUMENTS, APPLICABLE CODES, AND AGENCY BASEROCK SHALL BE PROOF-ROLLED WITH A LOADED 10-YARD DUMP 47. CLEAR AND GRUB WITHIN WORK LIMITS ALL SURFACE VEGETATION, Cl) REQUIREMENTS. TRUCK PROVIDED BY THE CONTRACTOR. BASEROCK PROOF-ROLL TREES, STUMPS, BRUSH, ROOTS, ETC. DO NOT DAMAGE OR REMOVE V/tin , MIME 15. IF THE CONTRACTOR DEVIATES FROM THE APPROVED PLANS, INCLUDING SHAD_ TAKE PLACE IMMEDIATELY PRIMTO {WITHIN 24 HOURS OF) TREES EXCEPT AS APPROVED BY THE OWNER'S REPRESENTATIVE ORz THESE NOTES, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN PAVING, AND SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE. DSHOWN ON THE DRAWINGS. PROTECT ALL ROOTS TWO INCHES IN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, CONTRACTOR LOCATION AND PATTERN OF PROOF-ROLL TO BE AS DIRECTED BY 0 DIAMETER OR LARGER. 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 0 INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE BE COMPACTED INTO A STABLE MASS. ALL TREES, BRUSH, AND 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. armill 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, ''`i 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 /Y+ TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED FOR THE CONSTRUCTION DRAWINGS AND CONTRACT DOCUMENTS. ASTM D1557 (MODIFIED PROCTOR). SUBGRADE MUST BE INSPECTED ii CONTRACTOR TO PERFORM HIS WORK. 32. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON AND APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE AND W 17. CONTRACTOR SHALL MAINTAIN ONE (1) COMPLETE SET OF APPROVED THE DRAWINGS ARE COMPILED FROM AVAILABLE RECORDS AND/OR WRITTENMUST COMPACTION TEST RESULTS FROM AN 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 ORE RECEIVED BEFORE PLACING EMBANKMENTS, RECORD ALL APPROVED DEVIATIONS IN CONSTRUCTION FROM THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST ENGINEERED FILLS FINE GRADING 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 (15 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 WITH REQUEST.ODISRUPTS OR DAMAGES SHALL BE PROMPTLY REPAIRED TO NEW MAXIMUM 8" LIFTS (LOOSE MEASURE) OVER APPROVED SUBGRADE. CONDITION. IF REQUIRED, CONTRACTOR SHALL INSTALL SUITABLEODESIGNED BY: CAK 18. UPON COMPLETION OF CONSTRUCTION OF ALL NEW FACILITIES, TEMPORARY SERVICE UNTIL REPAIR CAN BE COMPLETED. THE COST EACH UFT SHALL BE 557COM (MODIFIED TO 95% TO THE MAXIMUM DRY OF FIELD RECORDDRAWINGS OF THE REPAIR OR TEMPORARY SERVICE SHALL BE BORNE BY THE DENSITY PER ASTM D1557 PROCTOR). DRAWN BY: WI CONTRACTOR SHALL SUBMIT A CLEAN SET E CHECKED BY: CEG CONTAINING ALL AS-BUILT INFORMATION TO THE OWNER'S CONTRACTOR. 51. AREAS TO RECEIVE ENGINEERED OR STRUCTURAL FILL SHALL BE 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 SCALE: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: 12/16/2019IMPROVED SHALL BE REMOVED TO THE DEPTH REQUIRED (AS DIRECTED SIGNIFICANT ERRORS OR DEVIATIONS ARE NOTED, AN AS-BUILT DISRUPTED OR CUT UNTIL OWNER OR OWNER'S REPRESENTATIVE HAS SURVEY PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL BY THE OWNER'S REPRESENTATIVE) TO PROVIDE A FIRM FOUNDATION ,opPROp�ss` LAND SURVEYOR SHALL BE COMPLETED AT THE CONTRACTOR'S APPROVED THE CUT OR DISRUPTION. AND SHALL BE REPLACED WITH SUITABLE COMPACTED BACKFILL. 35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND w�,� t N F oy EXPENSE. 52. GRANULAR BASEROCK SHALL CONFORM TO THE REQUIREMENTS OF ""grr �� p .19. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION MARKING ALL EXISTING SURVEY MONUMENTS OF RECORD (INCLUDING OSSC (ODOT/APWA) 02630.10 (DENSE GRADED BASE AGGREGATE). ' ' / i; BUT NOT LIMITED TO PROPERTY AND STREET MONUMENTS) PRIOR TO COMPACT BASEROCK TO 95% OF THE MAXIMUM DRY DENSITY PER 9 t11, 1:-: �., 6 CONTROL MEASURES IN ACCORDANCE WITH TIGARD'S/CWS EROSION CONSTRUCTION. IF ANY SURVEY MONUMENTS ARE REMOVED, o AND SEDIMENT CONTROL MANUAL CURRENT EDITION. DISTURBED OR DESTROYED DURING CONSTRUCTION OF 1HE PROJECT, ASTM D1557 (MODIFIED PROCTOR). WRITTEN BASEROCK COMPACTION ���s t. �a.° ��� THE CONTRACTOR SHALL RETAIN AND PAY FOR THE SERVICES OFA TEST RESULTS FROM AN INDEPENDENT TESTING LABORATORY MUST BE �avvARo 20. ELEVATIONS SHOWN ON THE DRAWINGS ARE BASED ON CITY OF 11GARDRECEIVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE BEFORE REGISTERED PROFESSIONAL SURVEYOR LICENSED IN NE STATE OF RENEWS:JUNE 30,2021 BENCHMARK NO. 252, ELEVATION 222.84 FT (CITY OF TIGARD DATUM), PLACING AC PAVEMENT. OREGON TO REFERENCE AND REPLACE ALL SUCH MONUMENTS PRIOR REVISIONS STRAYED U THE SE CORNER OF 72ND AVENUE AND HAMPTON TO SUBSTANTIAL COMPLETION OF THE PROJECT. THE MONUMENTS 53. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES E STREET. SURVEYING FOR DESIGN WAS COMPLETED BY AKS ENGINEERING & 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 PROJECT IF DESIRED. COUNTY SURVEYOR SHALL BE NOTIFIED IN WRITING AS REQUIRED BY FINISH CONTOUR ONES SHOWN. PER ORS 209.150. N JOB NUMBER w 4 62 SHEET _ C) o cool wows ¢ P NOTES: I = U 1. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE 1 W MARKINGS PER UTILITY LOCATE TICKET NUMBERS 16001505, -_ _ v 16001506 AND 16001507. THE SURVEYOR MAKES NO GUARANTEE = a a THAT THE UNDERGROUND LOCATES REPRESENT THE ONLY UTILITIES -- cc w IN THE AREA. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING - _.---- P ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. -_ - .' Na ca -_ • ci 2. FIELD WORK WAS CONDUCTED JANUARY 5-11, 2016. LI z >=o = Z a J 3. VERTICAL DATUM: ELEVATIONS ARE BASED ON CITY OF TIGARD w w c� DATUM, PER CITY OF TIGARD BENCHMARK NO. 252 AT THE SE o "' arc CORNER OF 72ND AVENUE AND HAMPTON STREET WITH AN La- CG N CO a ELEVATION OF 222.84 FEET. �� CO N. J ZMo) �, LDD Z a 4. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY. z L o 18 U w 5. SURVEY IS ONLY VALID WITH SURVEYOR'S STAMP AND SIGNATURE. ,��.,, S a o g Z w 6. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED •c P c: 4: o w w OTHERWISE. CONTACT SURVEYOR WITH QUESTIONS REGARDING BUILDING TIES. Z m o // d/J / / 7. CONTOUR INTERVAL IS 1 FOOT. Li Ic•73 / / ,,.� "�� / / / _,-- iu v - 8. TREES WITH DIAMETER OF 6" AND GREATER ARE SHOWN. TREE X a j -L / / / / '"""r TAj- ST 300 DIAMETERS WERE MEASURED UTILIZING A DIAMETER TAPE AT LLI �(,\ 15 ,3r -aHw4 / / /- -1,/ TAX MAP 2S101BA - / BREAST HEIGHT. TREE INFORMATION IS SUBJECT TO CHANGE UPON 14CC �� / / -/ _aH / i ARBORIST INSPECTION. j '� , /.„ =�`L� �^� / f Q �''°N" € 21 � / ^� 1 / / ' } �, 9. STREAM AND WETLAND BOUNDARIES AS SHOWN WERE DIGITIZED BY a I / CD , / „ /'ti X22 _ f-ON L 1- / 11193 - ( i AKS ENGINEERING & FORESTRY, LLC. FROM DSL WDA 2013-0373, ,mikL1 11 f (3. .. --- -� ,,, ., . -4: _-I DATED MARCH 14, 2014. 2 \ / / / TWLOT 4 `� `L`h / f l ._ !-_._ 11194 :p <'.I - g �2 -WAS - CC v) lip I V / / /� ��g 1118 �r 7.24\11‘......7-- ._'-.ls� a a J� n ;, 10. WETLAND BOUNDARIES AS SHOWN WERE DIGITIZED BY AKS FROM Q 3 11122 / T� MAP 2S1{�t'BA / ,i> ��1 �/ �' \ T •. 4 .. 44i , --;-..-- i:_l I DSL WDA 2014-0158, DATED JUNE 13, 2014 I< I ' 0 CD A __ ___ / / / / 1 1 / / / / N 30002 1 5.� ♦ _[.� SWAT____I-- I / f / / ,% - / `17 I - --->-PLANTER I I - W "` `� / / / / l /' //!r' /// ` /// C4„ TREE I I _ -r- CO �- '' ' 11119et / 3. / /4110 11169 �� BUILDING ' 44 I „---//////// \P„ -----,..7 . ,. I1114 (5 11130 �� 1104 ` ,�' I I ,----- I \ \ 1' / / i.mm.- , / //I/ - I I:1:1 411!!! ,/ ill / �, - DOMEST i i 11046 ; / . -.1__ �., ty / (Lip"' 11161 / v.. ,, 7/.//,,%�� 1 -2351 I PER 72ND 114 `� �, I ,+�I `� ,� -j / / ' f� / //' r� PLANTER I I AS-BUILT IN Cn l o�_ ._�-� �� 1� Y1132 , / 1110 4011044 '2 .9,. TREE a - # o ! Z / '� ._ 11 47 wil"opiN /- 110 1104$ ` a �236�1 I I Q M • TAX LOT 401 1 TAX MAP 2S1a16A _ '�� 1 '� �' f--- Li* - / \ , , 1., a FIBER OPIC I I I P Noe c) W05)0 WO FE CE 6 11133 / l '" 11 a4 / I I d W r / I f �' 1-----//////1/1//// -----` / -- C`Z TREE TABLE _ / ,/ / �`/ / // /%r' /ff / / V 'r ` I . % -21-11"1.-1-1-1 2 ��� 3 N ��, / ry 1 /. / / I / ti / / ,�`� / / N / PLANTER " I r" Uri -~`' "� TREE NUMBER TYPE DBH (IN.) / / / OV RHANG---- .� ,, BUILDING / EX STM CI ``-,,, I TREE ( ' ,"�� /11139 RIM: 238.63 - ir ' � I' SW E IVH U RST 11015 DECIDUOUS 6,7,10 1 i 11 Mr r/ �'� IE IN: 12"SE /`1 1 = ,23a,1 cn 'Q I / / _/_ / /, / ,� �/ /`�: / " _ I _ _ REET 11044 DECIDUOUS 22 r �.f IE OUT: (12 N) r' / CHAIN LINK FENCE / �' /`r // / II 11045 DECIDUOUS 17Z / / / / / TAX . T 402 / /,//Y `� `�. I i. < �. ;' Q /� /� / / TAX M 2S101BA / / V� �� I / 11046 DECIDUOUS 13,16 / ,/ �, / / / VARIABLE WIDTH ---.71 I / I _ z ' / / / \ \ c, ,/ /. t_/ OVERHAI SLOPE EASEMENT / 1 -239 ;I - 11047 DECIDUOUS 10 +� \ ! PER DOC. N0. / ;� / / \ `� / 2014-013952 / Lit PLANTER 1104$ DECIDUOUS 17If � /' ,� f � 14TREE I I I 7'7--:---"-"------/ I 1 \ 11079 'II 1,1 / // I // 1,1-/----.: a ,= , I 11049 DECIDUOUS 10 Z 1 Fin �/ 1 �j / / 6 11072 I l l 4: --2 f # 1 4\ 11050 DECIDUOUS 15 Zf} _ / r / `�� o/ I . ,, - ' I PER NATURAL GAS 11072 DECIDUOUS 11,11,1 0 1 ... . / / N AVENUE CO .........4 / / I �" I 11079 DECIDUOUS 7 810 574 in= f / I IMPROVEMENTS _ �, -_. / .............................. �p78'29"W �1 .01' /...,____ ,, r l Tit 46' 20' I AS-BUILT •.�.. I i ._..,. --;17--.................. ••�}._.,,�,•,____ --- a...�,,, HEDGE rj g ___ -- -I- t- DRAWINGS 11119 DECIDUOUS 16 ........ w . I .............................../, -- 7- I� GAS \ `4,.... N86'32'23" 123.32' �, .-2 r 4 11122 DECIDUOUS 12,12,12 OLD PROPERTY LINE PER • • • .�.. . .. ..�... . ~' --SAS ;7........:---........)..............(.(.. ..L--"."-'�.............,....,......,.....�.................................. .... . . . .. .• 7 1 I IT, •, I11130 DECIDUOUS 120DOC. N0. 90-070042 WOOD FENCE "' - - _ -- --- -. _ �. _ ( 1 'I. `' 11132 CONIFEROUS 38 GAS -4— ",__G / I I /.1 "-..... .. ....... .... A$---1 r,A -- I 11133 DECIDUOUS 10 f �-�� ) I- 3 I 11134 DECIDUOUS 8 / / `� : � ��-I / -22— —' `" ( I 11139 DECIDUOUS 12 TAX LOT 401 ( TAX MAP 2S1O1BA — AT— -- ! -WAT-- I 11160 DECIDUOUS 26 l 1-.--- �WAT— — —WATI— I I 11164 DECIDUOUS 15 11161 DECIDUOUS 15 DESIGNED BY: I I I DRAWN BY: MEB I 1 1 11169 DECIDUOUS 8 CHECKED BY: GEP Z ' SCALE: AS NOTED 11170 DECIDUOUS 26 DATE: 09/12/2019 11181 DECIDUOUS 27 /l. REGISTERED N 11192 CONIFEROUS 13 LANDFESSIONAL SURVEYOR 0 11193 CONIFEROUS 34 a?"d - g‹;11'✓` IO W 11194 CONIFEROUS 23 OREGON JANUARY 17, 1995 0 30002 DECIDUOUS 15 GARY E. PAUL ` F9R ONS 3 SCALE: 1"=20 FEET REQ RENEWAL 12 j31 j2020 0 Pilliall Z 0 C.3 X 20 0 4 10 20 o ORIGINAL PAGE SIZE: 22' x 34" 0 0 N JOB NUMBER Li 4762 J SHEET .Y_ .:c (,) C003 _- UJ L �/ L / � r 1... /r� ! / �� y� ^J,- f { /V , '' / / /, 1 WAT/ WAT ---�+ , - 4� U cc ? / 11 ;1 ��°� r' i si...e.x,w04.*.../.........// / ----- 2) 2 a - . he riC3 L/ x �,ii A i 7 ./-- X r7ifte,"imam / 0)/ o / s ---25A-- et // f / / / r1 �~x~~` / I J �� -- __ / 92 / TREEg REMo1�Ep AS PART / ! + / / /- �- ---231-- / 1119 OF SEPARATE PERMIT 4 -/-1-1--\-'"- a // 1-\ ^ 1 �`�, / / (TYP.} O x '�x` ,��ti / ( INSTALL INLET PROTECTION AT �, Z ,� n, / _ / / NEXT D '/ ! / / / x % \f- J f 4 y EP.i 6 LEGEND Cti' 7 f / ( ��� 1 � , r 11194 ' . ° — =-_" `�, z / / / / 11181 f x � �. J . �r a z EXISTING CONTOUR (1 FOOT 168 ! I / / 7 / 7 cn 1 /� — -- -- , i• x E. -�, / `_ i a 1 - a ¢ o • n A I / / / / / f \ �� � .'.'7 � . - a Zm � � n Z a 4 ,w = n `.7 `a E cc } • EXISTING CONTOUR (5 FOOT) — -170- - - - ' „ / / / / ` / / / �`� z - 0 W CC / / / I ! tal I c3 ( zu, L-, & W (l1 FINISHED GRADE CONTOUR (1 FOOT) 16$ / / 1 _ 41 /Q E ., -i c Z W ► ,/ 4 . 1 — Q � � a � o W 2 FINISHED GRADE CONTOUR (5 FOOT) 170 / / TAX LOT 400 / �- V\ " NCY> Y WAT— j � / / / TAX MAP 2S101BA / / '~ ,, �-' / // / 0,1,21 --- —WAT— I� � ___!- -- / � o -~ ` Q PRE-DEVELOPED SURFACE FLOW ARROW n 41-YR)/ o / / / / �/ / / f. ----"---/ � f I/ x Z o DISTURBED AREA BOUNDARY .... r _ - / / 1 i //// -- / / Q N 4 SEDIMENT FENCE x —x — _i____ / J r _ / / / / / / , / ' J , ' 4 --- . .) V A rnbc. 0 / / *v.4 // / ,/,/ / f �-'• o. / v. w zc< INLET PROTECTION EXISTING ❑� i I 6 / / / • Ct CC 111119 /1''. . 11169 / ' I ��& 0 STRAW WATTLES t A / 1 110 - W / 406 11130 / / // / 0 ' ♦ a � 2 teriCC o f ►- REMOVE TREEX X ' "I I I 1/74 / f / iiit4 4 q� 4 Z 1/4, 1 1 A ) iik / &IPA • / / 11046 J . \ xt 0 I • t---- - I< --"IIN ,,,x I! ��' / 11161X �, , 4j*.A' A / a / 7401 1116 © O / r- / N `� _ '' 4 4 ft E` j //71 / / / r \ L iia - 0 0 W Z / , r 4 / : / , i `ti�� 1047 &' / / II � w>� /^ / /// -' . / co / / / V X32 / 11164 f / �w , ` 11444 / 0 W Q Per �� Jle A f / ,` * --7`—:__._ 1).4 / Y . '' 1050 tx - 1� 11048 ✓/ ^ ��` �f co pi I • al° 11 1 Del /:, I /I/ i r • '% , . , CO C 1 c8 Ci / , _ . ,w 1 \ xl z o� / 11049 r, CO / --- o� 0N. ,- / / / r4*411133 / / / v o / wi / A 1 / / II 4 DISTURBED LIMITS N • / \ �. TYP. 'I I / I /� x4 / ( ° -� o Z j / / / / / / / / v 4q - Q d ^ 1 / i / / o z _, / / 111 9 / / " /11131 / X ( / x (TYP) 1 0 o f / f / / 41 - / / / / / J pi , . ,, A V / 0 �� co J I / i I / / / // ----_------ _ _____ // / k i, I -1 ,11) 0 0 f I- 1 / / 2 / / I / ;- r"' // / .4 OC OC wi __ __ ___, , \NA, -,i _ - • s , , , , , . `l,- , I ib / / / 0 od Z 4. 0 / f i� / c // TAX LOT 402 / {2 �� f / / 1-7----- 0 --:--1 I4 1 / �o,/ TAX MAP 2S101 BA \ / 7 4Z / 1 I\ 1 \ / . 1 � i I / ii A j J. / 1 ,..„ . , -1--\----.),./....„-2 '59--- 0 f / 7 \ \ ( ...�.!41411P I\ �. (Tr.), Z / 1 /Pa70�ja/-, I. -1 L %.- --"-- —I W N of / / / ,1 11079 J ,/ j I4,fr, *47 V P. 4TAP!wig *14• \ g/ I ' I 0O / / ,c / / ♦„114,,„4,4z.•- •e,•••1111.101. ,20.47,,,„geou l a � 4 2 _ j ( '} l I / X �il��!`moi!" �!lir ��!` iI , L rIr1/I xxI/ / I / J/ 11072 ,4��� ��_ •0 te "0�j. ° / w LuQ\ co xx / o. 1 �.�.►�.� ..�. ate., / � li r2 ._............. 1 x / / / `/ / I / •!���l� �!�� ����l��il���� r a DESIGNED BY: CAK SCALE: 1"= 1O FEET x1ftml x '' •hallP� • �, �, � '♦ 1 DRA44N BY: iikii Ile f C. �� / ,].... .. x / 'IS-IMBED LIMITS / �`L�� / / �i! .riles! �! 1! i►! .— 1 . l0 0 2 5 10 " `--GAs-.�. I .. ..... .....�.......... . .. . x / / / / .""�Il' I � � � qri CHECKED BY: CEG ORIGINAL PAGE SIZE: 11' x 1T -.__ -, / x / / / r ������� ��.r� SCALE: AS NOTED k...-.... .. . \,. ""s— -- ~Jr x / ��� 14 1111�O Vii! a g DATE: 12/16/2019 1..... ..... ...... ...... cAs_ ] } / xImmo x /x�� x � x 1 ������r� ���� 1, qp pRoPFS EM '44 411:44; _ ® KEYED DEMOLITION NOTES: I I . _ . ... . .. - / - ,�� �r- : . LIS1. REMOVE EXISTING BUILDING AND ATTACHED STRUCTURES 7. INSTALL SEDIMENT FENCE PER CWS DRAWING NO. j U � j ..... - ......... . . . � 1 � / C�s. OREGON 875/C500 1 GAs / /. . 1 /�.1 -k,sF'°T. 14,N"o�' ' 2. STRIP AND REMOVE TOP SOIL AND EXCESS MATERIAL IN J I >-° ACCORDANCE WITH GEOTECHNICAL ENGINEERING P PROTECT AT ALL TIMES DURING CONSTRUCTION. ANY - - ... .. . ..i '`G4S --_ . . GAS ( / 1 1 ° Fs&°WARO G.R. O -- / / / / 4 RENEWS:JUNE 30,2021 REQUIREMENTS DAMAGE SHALL BE REPAIRED AT CONTRACTORS EXPENSE `- — --GAS-` / Ia GA � �. --cya� / 1 REVISIONS 3. REMOVE EXISTING TREE / / GAS 0 -- --/GAS-� i / 1 1 a / GAS o ...-.. / � -.-_ -`�„- GAS � � i a 4. REMOVE EXISTING WOOD FENCE / / I —t~,5 c = is a / I y,, .1 1 . JOB NUMBER 5. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE PER CWS - `n DRAWING NO. 655/C500. INSTALL GRAVEL CONSTRUCTION ,;; ENTRANCE 4' LOWER THAN FINISHED FOR FUTURE 4762 GRAVEL CAP SHEET Q 6. INSTALL CURB AND GUTTER INLET PROTECTION PER CWS iE DRAWING NO. 905/C500 CO 5 0 r / / / i U! W / \ --1-•----- • -11 • co !- INSTALL DITCH INLET PROTECTION / / / .--' / r / /,' , -- V ' ' . ' I t ! \ 4 I w = PER CWS DETAIL NO. 915/C5001 / / _ / / / U 1- �I / WAT / WAr 1 U / / � W i • ;:7.! ,,iv '�®® , - BUFFER / / ,r / • • 1 ¢ w 404040#44004. ,. -, . Aohre It. r ( / f:k" 'rt9 04.40..„0-4,14$17-1 H JOB TRAILER _1 : ki � �I i� ,01'x, tit*. �♦ 7,4p,a,,cr.44W,*J'; ,� ,, ,�: 'v,� ',`x,:.�,,._Ilan � � .<-:Cri � � o ass ma ,op.:.4tt / - I t/ V 44.40k Ao ��� I I ♦ ®� M Q cv Z: 5: 141 I � 1.0' l` / �� � �f�•��`� ♦ INSTALL SLOPE MATTING PER / `Lti� � � _-_._ � ____- � � � � �r MAX. BOTTOM OF TRAILER ® ���� �®,♦���� / / 'L°' o� J ca a o 1 ����1�� �1� ,♦ , �. CWS DETAIL N `1' �, �',� O . 0805/CSQQ �`3d a2 I�3�I 2 I -3 —+--VARIES-{�3 L..,; . ; ����® ��► �/`®�� '' •` _ TAX LOT 400 --- �r aI �'/ • • i i �' %L _. / / TAX MAP 251018AismI4 :. z ,.; Ill // I. el 41;/Yti441:.ak:4414$V4.4)1,41/ / / / Z al I /\ -"gill VP- • -. \\ `A ' \pi4t \I A / I'o'' 441.44":.R.,•44,4Attird#,, 1 ;\ /\// / /\\4> . \'' / /,,,n ...'„/ . . i ,i7-7,\,,..,1,61,441.00‘40 [‘,.,,/' \--',„,•• '\ ' AL \\-, \ /\ •\ ( /\ :, ,, , \ /\ /\ , 7,/ , // , f.,,,,,.,.., ., 1,,,,,, ,,,,,, ,,,,,.....„,,,i,,,.. ///1.. . / NCD l'z- tib`' a O N OM, / ' jf♦+l► $:229.14 r I - _ 1 Pv:. • j W x%" y' a� / tQ SWALE CROSS SECTION 1 / :I �A�r� ' / /f / `� 0. � ~ c): / yL5., SCALE: ,• - 5' colo i0.At O ,A44$4.04: � � . . I I Q4 • I. 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CAP CONSTRUCTION ENTRANCE WITH 4" OF .iihr-ding..................... I I I DESIGNED BY: CAK GRAVEL SECTION SIMILAR TO DETAIL 1/C100 / __ _ _ � DRAWN BY: TMI CHECKED BY: CEG - + - .a v " SCALE: AS NOTED 5.0 9.5' t_ EDGE OF GRAVEL 11, DATE: 12/16/2019 PORTION OF EXISTING i� DRIVEWAY RAMP oP+�oF 10" OF 3/4"-0 GRANULAR BASEROCK Iv COMPACT TO MIN. 95% MAX DRY .,-44 •r' iI:1.41.1 �- � ie� - IMP i NM gm UDSEID AS ACCEVEWAY TO SSI �\�� 4 N F��6>9� DENSITY PER AASHTO T-180) �i� ;�'%�y ' � �'�y\ -\\__ , �........ . � � r � gm wan am lin aul an. um am I .1 .degK, - . . 1111111. 1.11111' 111111111 j ' n OREGON Cc- Q COMPACTED - WOVEN I `' 4 sFA �g�AV • SUBGRADE GEOTEXTILE I / <FS r o FABRIC J •DWARp GQ ` I RENEWS:JUNE 30,2021 - NOTES: __.. GAS 5--- --- -- --- G � a 1.1I 4 REVISIONS ca 1. SEE PLANS FOR LOCATION OF GRAVEL SECTION(S). --_ -- 2. DESIGN SUBGRADES SHALL BE COMPACTED AND PROOF-ROLLED PRIOR TO PLACEMENT OF BASEROCK. �`� I N 3. IF SUBGRADE FAILS THE PROOF-ROLL, SUBGRADE SHALL BE OVEREXCAVATED TO FIRM AND UNYIELDING SOIL -- ��� TO BE PROTECTED AT ALL TIMES I DURING CONSTRUCTION. DO NOT USE,_ 1 g • •4 AND BACKFILLED WITH COMPACTED BASEROCK OVER MIN. 8.0-0Z. NON-WOVEN FABRIC AS REQUIRED TO ALLOW COMPACTION OF UPPER (DESIGN) BASEROCK SECTION AND TO MAINTAIN STRUCTURAL INTEGRITY OF c CV i I- _i - JOB NUMBER SUBGRADE SOILS. TYPICAL MINIMUM OVEREXCAVATION REQUIRED IS 12-INCHES. NO RUBBER TIRED . EQUIPMENT ALLOWED ON SUBGRADE FOLLOWING OVEREXCAVAl1ON. 4762 w I CD 4 rIA-1----zGRAVEL SECTION DETAIL SHEET SCALE: NTS C 100 0 1 0 0 (n LU W cr U m / FOR FURTHER INFORMATION V / ..,:•-•:-,.,v,-:',-;:',,,,,�, 1 *Ver {� MATS BLANKETS SHOULD / 11 ON DESIGN CRITERIA SEE he cc H ' CHAPTER 4 OF CLEAN WATER f - � �":�- � �, BE INSTALLED VERTICALLY � -� UI ,-/-,e,-",-.1-',.!.,...:7.7..`,-.,-"L, DOWNSLOPE. SERVICES EROSION PREVENTION �r W = ::!-:): -.. ...77' /1\./ ,.w i/ 4. 4. P ��. TAMP sOrL ovER MA flop\ a \\� iF AND SEDIMENT CONTROL '`'�,,� T BLANKET PLANNING AND DESIGN MANUAL. P���� ANGLEFILTER FABRIC ENCS TO \\ �; /\\\\� `j/ / .. .=.-..- -\• 411111r.- -- �p� ��F' , _; SQ,M� RSSIIRE Sp L1 I F D = Q1 S TRAPPE QOPP- j\ /\. ''- / // // '\12" ° f• /\/ �/ p '; //� G pi. p 4. • ' * = CL \/\/\/ �\ /\ \/\/ \/ , \/\ \ \/ '�` o� a . a ] Q /\/\\/ \/�\/\/ \/\ I i •//�//`/\/ � . 04 d . a .o.a T• ♦ v Z to / 7: //, ,V," z 4I LONGITUDINAL TERMINAL SLOPE AND ry r r \\ \\ �` , - '0 • tro \ ti - } -J ANCHOR TRENCH CHANNEL ANCHOR TRENCH r /%\�/%� a ' '•te ' : ;-.A ''4, . w 0 ----L-- 14 i/ /\\\/. -II RADIUS = 25' MIN. C• Q.D' a,s'' '� Cn Q ` 4 ..24.6. � :�4.11111111 0 \/\/ '� �, ';9 �\c}F-E cc�S INTERLOCKEDA tlACH PLAN VIEW Z < s7 O a Ai IP e \ \ CLEAN PIT RUN OR 3"- 6" CLEAN ROCK 410 Rn O �c,� OSSA D ATTACH = m Z • 1^ '`^-if -ifr0:4111 �Tz" r I\/I SUBGRADE REINFORCEMENT 'S) \A NOT TO SCALE Z _co rd 6 W 16 P /\\/\ GEOTEXTILE, AS REQUIRED \�¢ Z uo o Z STAKE AT 3'-5' \/ w ¢ o Q ami W OA '��' INTERVALS. F,z'1 \\ B" MIN. USE STITCHED LOOPS co -J in Ln 1 c3 �° / /\ DEPTH 3' MINIMUM ¢ o- Q d LL o W LL i 1 �F P \ \ . OVER 2"x 2" PASTS DOTES; �� P 4 P =•r;/-.4., ,4 "'�"` //\/� *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL FROM TOE SLOPE. i NSE P MIN. 4 \ 1. BURY BOTTOM OF FILTER FABRIC 6" m p�0 �O� (' - 1 OVERLAP r , /\//j VERTICALLY BELOW FINISHED GRADE. `►� SZ is GRAVEL CONSTRUCTION r P /\ ENTRANCE CURB RAMP , 2 6„ !1C :ELL O-`� ,• UJ PAVEMENT �� FILTER \ / 1 1/2" fj ° a s d " --/) 0 I I . .`S <! 5. PANELS MUST BE PLACED 1- ✓ �% % f./ : ; �;�av ,�. , . tsar �;'S CC ACCORDING TO SPACING ON DETAIL �j , , / CHECK SLOT AT 25' INTERVALS _ • M1 ,i/ a Cl' ,, / "��_ '�-�_ \ f--:• Sl y"'.y w�r.��;;,,��M-TC`: mss. ,�sf 4ia•' T��'1+= ` T I .;r R Y 3.rev `' y 1 r :st,,.y-�,y FILTER FABRIC . P /��/ I- �,..f -. . :_ 'Sx".,..r.Wc_. x . MATERIAL 36" - N0.94C} i'• '" >•- • t ' " ' . .. WIDE ROILS. // /j\ � ISOMETRIC VIEW ` ~1`�` ,ti 4 \�/ STAPLES /•/. r /; i� . '--,..•,i, ` w •:; . • PROFILE W o 0 \ \..x/ ISOMETRIC VIEW \/\//�// �a . - . .. ; . Z \i\\ -� 4' _ • NOT TO SCALE o CD P R.- 4, R..*;r N QTE 5: •:•. •::1.1.1.1.1....:::...1.2.1.0.•♦ •♦,•••♦•yi••d�•Ji•••i♦iiaii••iii .•ii Q�� _ ♦ •••. S"diads • •..ap+d•e• •- a• aa.. ra0••iaa •••dR •ii iTYPICAL SLOPE _ �. d� ...,.' •ti • 0•aa 000aa"ti.dE •• 2 4CC :)/: F� 1. THE ENTRAN _ SHALL 8E MAtNTAlNED iN R CONDITION THAT WILL PREV NT TRA KIN R F IN•• C E G G 0 L fl W. G �❖i �r�... �idi�•i�•ii"•d"•.id. •:•:♦•♦ d.' ♦:•:, FILTER FABRIC MATERIAL taSOIL STABILIZATION r' / \//�/ I N P t R -WAY HI MAY R A • • •• • ••"°�d''� ••':""� ••� WIDE ROLLS '. •O.dd . • a•aa• .. •.. a..'�. Is � . __ _ - "' -- •-::•- .,• � OF SED MENT O TO UBL C IGHT--OF" S. T S RE UI E TOP DRESSING REPAIR ND CR " . ..� a 36" \ 1 '"- �\ \`\ \ \ /\\BERM \/\\.\\�\\. CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. Q 2-6 ::::n X�.° d1'44:4•' " :'4,444. : 1XP,1.�'���� 0 / �� o w 12" P _ %i 40:44:40:40:404:40:+4♦• :6:44.44:444444:4W-.:riii•..414 •f U // // // i 2" �� // // ��: , ' /// // /' \///� //\/ 2. WHEN NECESSARY, WHEELS SHAT_ BE CLEANED RICER T£� ENTRANCE ONTO PUBLIC RIGHT-0. WAY. ,�,,,� ,�,.,�,�.. day; •,•, `�. ,+• 0 \ \ / \ \ \ \ \ \1♦\/\/\\1\\/\\/ 4'-fl•' i.• 4.%NN INNNNi"i•AVY'MANd.„'dWA VVNV' '•�•"A is \ \ \ \ / • E�"• % N \\/\\ • TO\ * �7 \ \/ 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE 1 ;`' g�'r,•;.*: �• .a'�••.:o:.d*. .... .. \ \ \ \ \ /\ �/ I 1 / THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 1 le�' •.+ d.•d.•.;.�dd, � .❖:•:.,.•�,,,,+:�••`•-:�.�g,�.e,�::;:� ._: IN U Z //\//\/\,/\' ! \ x_\,\/\ ,/\ NOT TO SCALE 4 TRAN. WHERE CE, OTHER MEASURES SHAUNOFF CONTAiNING LL BENT A IMPLEMENTED TODEN WATER IS E DIVERT RUNOFF THROUGH AVING THE SITE VIA THE CONSTRUCTION ON APPROVED 1 & T `y +, , / 44, C11111) INITIAL CHANNEL INTERMITTENT CHECK NOTES: FILTERING SYSTEM. t 5. DIMENSIONS0 ANCHOR TRENCH SLOT 1, SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL SINGLE FAMILY , - 6'MAXIMUM SPACING L FOR FURTHER INFORMATION1114 HAVE GOOD SOIL CONTACT. 20' LONG BY 20' WIDE 8" DEEP OF 34' MINUS CLEAN ROCK. 1'-6" - ON DESIGN CRITERIA SEE NOTES: 2. APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS. COMMERCIAL FRONT VIEW CHAPTER 4 111SERVICES EROSION OF CLEAN PREVEN WATER CO 4E 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 SERND SEDIMENT CONPRE 1. CHECK SLOTS TO BE CONSTRUCTED PER MANUFACTURERS SPECIFICATIONS. NOT STRETCH. FABRIC TO PREVENT SUB-SOIL PUMPING. NOT TO SCALE PLANNING AND DESIGN MANUAL. 2. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. 4. STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS. Cr) 121 6 �,�- �3 MATT NG C •- ANNEL INSTALLATION CleanWater Services MATT NG SLOPE INSTALLATION �� eS CONSTRUCTION ENTRANCE SEDIME\ T FE\ C- a CleanWater Serv>Ic CleanWater Serv>Ices CleanWater Services 1� DRAWING NO. 800 REVISED 12 16 V DRAWING NO. 805 REVISED 12-16 DRAWING NO. 855 DRAWING NO. 875 o x I MAY BE USED SHORT TERM i 1 ,r 17-1/2" W/ UTILITY WORK AND w/ , \\ I n �• PHASING OF DEVELOPMENT , \ `_;, + _ � s.'t' 8 `� DITCH g Z MAX �- ,, 1 FLOW I = _ - ..__. �, F Win. et- , TOP OF CURB. s' 'I n•1 • , at '- SI {! ,.. tory J .. , z I I 1 I j 4: INA! E ': 1 1 i .Wilk: �\ DITCH CO BOTTOM \ FLOW , rAr I ,. �; VIIV i„SII I ��� > 1 #I + I { OG-30 OR CG 46 INLET. -___90,.., - "` UIkmalt f I I I' t lunlo 1 H, t I nt: , .1 A ��� ........... ...... i I ! J l i ao�cTr�+7 s `�.• ; tt „' . . RIM ELEV. N� ►hf / i N, _ _ 1-========7:77 PER PLANS LLI 1114 FACE OF CURB. .16"; V.' up ' 1'; 1 =. _ __ m IMPW!1 a t iss R _i ¢ :I 7.��=st-";s I4. ts- -. ' _ � i? _oo r ..: W , :::-1::: ___ +++#CGCG MF121 INSTALL WRTTLE __A 7,.::::. .. .::.:::::..:..... N "a --- 6P• t7Yp� - AREA DRAIN ,I.,i [V TIGHT AGAINST + N I I- I . .. • t IL-- 4 a• • FACE CURB. +' CATCH BASIN - - • ^ II 4 . .a ,. I 12" MIN. SUMP n • Ay co - r .. ~ ` LOW � > �� l co 4. _ PLAN • s 4 ate.- +� , _ 4 i e I. �`., .IIS r.n 2' 0" 6"7 w \yy\\� �D i� ap r' DCfGH BOTTOM i -- 'r •WHEAT STRAW, RYE ' I �- ,\ `. °� ` ; I r < Ulf 1 +�"..'..'..'--- SECTION A-A GRASS STRAW, COCONUT !! \ '1 OR EXCELSIOR WATTLES ' 1 !) Q i f 1 E ' I 1 ,,r + \_ ' : i t I L �; .r 1 ,I�2 4-3/4" ,r 2 3 A' ` X . 0 : ae : , ?� #, I/2" X 2-1/2" DESIGNED BY: CAK PERSPECTIVE VIEW SI-OWING WATTLE '- ` r1 f f ALONG GUTTER AT CURB INLET DITCH INLET PLAN VIEW ' ' SQ. EDGE FLAT BARS 1_- .... ��._. __L_._ ....... DRAWN BY: TMI {r'r n ! = n SPACING „ " CHECKED BY: CEG 6" overlapof bogs. 4 ANCHORS ' ' 1° N co III 31 II 11 TIN II I Ii 2 a 2-� 2 SCALE: AS NOTED INSTALLATION NOTES: NOTES_ 1/4" V II n DATE: 12/16/2019 4 INLETS UNLESS APPROVED BY GWS. 1 : ADDITIONAL MEASURES MUST BE 5/8" X 3" BOLT / 2-1/2 `414 {8 SQ. EDGE FLAT BARS 1. ONLY ALLOWED USE OF APPLICAION IS ON CG-30 AND CG 8 LE CONSIDERED DEPENDING ON SOIL TYPES. 2 EACH END _ 5 8" X 2-1/2" X 2' 6-3/4"K �0PROF 2. INSTALL WATTLE ALONG INLET WITH WATTLE EXTENDING A MIN OF 36" BEYOND INLET OPENINGS IN EACH 2-�/2n a `ci� FSS/ r DIRECTION. 2. CEO-FILTER BAGS SHOULD BE I + • .1. / 3/16" �LL BARS ��"LL SIDES �\��� 1 N ccs, O 3. WATTLE MUST BE INSTALLED TIGHTLY AGAINST CURB. MAY REQUIRE ADDITIONAL MEASURES TO ENSURE WATTLE STAKED WHERE APPLICABLE USING (2) 4 CORNERS - o REMAINS TIGHT AGAINST CURB, SUCH AS USING ZIP-TIES TO SECURE WATTLE TO INLET'S TRASH BARS OR ,, ,, WOODEN STAKES OR APPROVED 3/16" V ','�, 2-�/2n 1011.1 � USING SANDBAGS TO WEIGHT DOWN WATTLE. MAINTENANCE NOTES:in EQUAL PER BAG. 5/8" X 2-1/2" n OREGON 1�� / 3" X 2-1/2" X 3/$n SQ. EDGE FLAT BAR "P sFAr 4,'\ �• � V cp CL >- 1. ANY VISIBLE SIGN OFSEDIMENT ACCUMULATION TO BE CLEANED UP AT THE END OF EACH WORKDAY. 3. WHEN USING 3O" 810-BRCS TO FOR FURTHER INFORMATION ANGLE !F 1 WA RD PROTECT A CATCH BASIN YOU MUST ON DESIGN CRITERIA SEE 2. REPLACE WATTLE AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING THE STORM SYSTEM. CHAPTER 4 OF CLEAN WATER FRAME AND GRATE s °JUNE G HAVE 4 BAGS AND THEY SHALE.. BE SERVICES EROSION PREVENTION C RENEWS:JUNE 30,2021 o OVERLAPPED BY 8's' PLANNING M AND DESIGN MANUAL. NOTES: REVISIONS LA 1. SEE CONSTRUCTION DRAWINGS FOR PIPE SIZE, LOCATION AND INVERT ELEVATION. w _ 2. FRAME & GRATE SHALL BE ASTM A-36 STEEL. o CJ B AND GU T T I N E_T PROTECTION 3. ALL CONCRETE TO BE 3300 PSI AT 28 DAYS. o V N L E T D O TE C TI O N CleanWater Services TY _ 4 CleanWater Services TYPE 3 DITCH INLET JOB NUMBER " REVISED "Z 4762 ID r- DRAWING NO. 905 DRAWING NO. 915 1 NTS w J SHEET C500cn