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STORM SEWER UNE - — — —Sn,+— — -- ---- SIM — FRA' SANITARY SEWER UNE - - -- --SAN— — — —SAN— SAN SAN CONTACT: CHUCK GREGORY, PE - ASSOCIATE WATER LINE - - - -waT— - - --wAT— WAT w�T 1— Fin SW HERMAN ROAD, SUITE 100W Z TUALATIN, OR 97062 .. W 0,•• PH: 503-563-6151 i V CONTRACTORSHEET INDEX PROJECT LOCATION: TAX LOTS 400 AND 402 (WASHINGTON COUNTY (/ LEASE CRUTCHER LEWIS ASSESSOR'S MAP 2S 1 01 BA) LOCATED IN THE CC Q 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 0 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 DATUM: VERTICAL DATUM: ELEVATIONS ARE BASED DATE: 12/16/2019 FAX: 503-968-3068 ON CITY OF TIGARD DATUM, PER CITY OF \��6�°PNoFSso TIGARD BENCHMARK NO. 252 AT THE SE 4�/ F,p 2y CORNER OF 72ND AVENUE AND HAMPTON ct,,�I ,p, STREET WITH AN ELEVATION OF 222.84 S s OREGON , :/. cr FEET. 17'P `c"''7-• 14,E G / _,>-< GOWARO F RENEWS:JUNE 30,2021 E ATTENTION EXCAVATORS: REVISIONS '0 c, OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY 081 1 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 W 4Allvi THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT 462 J THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT SHEET LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE Know what's below. Y COMMENCING AN EXCAVATION. CALL 503-246-6699. Call before you dig. C000 Q - _ - - w , #: ILI OC PRIVATE GENERAL CONSTRUCTION NOTES: 21. NE 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 (2H: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 GEOTECHNICAL - LLI ~ 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. -- c=i 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 BACKFlL L, UNLESS - es _ OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH AND GRADES OF IMPROVEMENTS AS INDICATED ON THE DRAWINGS. EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF "r` = w IN OAR 952-001-0010 THROUGH OAR 952-001-0090. THE STAKING FOR BUILDINGS, STRUCTURES, CURBS, GRAVITY DRAINAGE CONSTRUCTION TO MAKE NECESSARY GRADE OR ALIGNMENT APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE. S-7;.--_-.--=-------'--. -'7,_ _ e = 0- PIPES STRUCTURES AND OTHER CRITICAL IMPROVEMENTS SHALL BE MODIFICATIONS WITHOUT DELAYING THE WORK. IF GRADE OR ~'s-�-I z u) TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS PIPES/STRUCTURES GRADING SHOWN ON THE DRAWINGS IS CRITICAL TO THE LAYOUT OF _ z o (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 REPRESENTATIVE0 z 3. CONTRACTOR TO NOTIFY CITY AND ALL UTIUTY 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 g.c2 z a J OF 48 BUSINESS HOURS PRIOR TO START OF CONSTRUCTION, AND EXISTING PUBLIC MAINS. kk w t� COMPLY WITH ALL OTHER NOTIA110N REQUIREMENTS OF AGENCIES 22. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING 37. ALL FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR 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 o N = z THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) ALL PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, OR OTHERWISE AUTHORIZATION FROM THE CITY. Z o a 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 z -cr ,f, o Ja 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 FE W z • / TV COMPANIES FOR LOCATION OR RELOCATION OF VAULTS, PEDESTALS, W z o `5 E cc >- REQUIRED BY PUBLIC AND/OR PRIVATE AGENCIES HAVING JURISDICTION, IN AN EQUAL OR BETTER-THAN-ORIGINAL CONDITION. z _ BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. ETC. LLI w 38, UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE Z "' "' r = Z w THE CONTRACTOR SHALL SUBMIT A SUITABLE MAINTENANCE BOND 23. PRIOR TO ANY WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY, ``' � � � °' 60. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH FRANCHISE � ( a o= PRIOR TO FINAL PAYMENT. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO Y N Q Y z o THE CONTRACTOR SHALL PROVIDE NE FOR REVIEW AND ISSUANCE OF A LANE CLOSURE (IF REQUIRED) OR THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE U11LI11ES FOR REMOVAL OR RELOCATION OF POWER POLES, VAULTS, Q a: ,� o w u.. 5. PRIOR TO BEGINNING WORK, PEDESTALS, MANHOLES, ETC, TO AVOID CONFLICT WITH CITY UTILITY WORK IN THE RIGHT-OF-WAY. FOLLOWING ITEMS TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL HAVE ALL OPENINGS CLOSED WIN CONCRETE STRUCTURESQ PLUGS WITH A MINIMUM LENGTH EQUAL TO 2 TIMES THE DIAMETER OF , FIRE HYDRANTS, METERS, SEWER OR STORM LATERALS, Z m a. LIST OF SUBCONTRACTORS 24. CONTRACTOR SHALL CONDUCT CONSTRUCTION ACTIVITIES IN SUCH A THE ABANDONED PIPE. ETC. Z 0 N MANNER AS TO INSURE NO INTERFERENCE WIN THE CONTINUED USE 61. All FRANCHISE UTILITY STRUCTURES (VAULTS LIGHT b. PROJECT SCHEDULE OF THE ADJACENT PROPERTY AND HOME OWNERS. CONTRACTOR SHALL 39. CONTRACTOR SHALL REMOVE ALL EXISTING SIGNS, MAILBOXES, FENCES, ALL F ETC.) SHALL BE SET A MINIMUM OF 1, FRPEDESTALS, UGNY CIN 0_ CONTACT AND DISCUSS PLANNED CONSTRUCTION ACTIVITIES AND LANDSCAPING, ETC., AS REQUIRED TO AVOID DAMAGE DURING 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 a d. EMERGENCY CONTACT NAME AND PHONE NUMBER WORK. CONTRACTOR SHALL COOPERATE AND ACCOMMODATE OWNER'S CONDITION. 44CCC ~" 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 0 THE DOCUMENTS AND PLANS ASSOCIATED WITH THE PROJECT WORK 25. CONSTRUCTION ACTIVITIES, EQUIPMENT, VEHICLES, AND MATERIALS CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S a w 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 w 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 t, SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER 2 z TO THE SPECIFICATIONS OR THE APPLICABLE CODES, IT IS THE NE START OF WORK. ENCOUNTERED. Q 3 CONTRACTOR'S RESPONSIBILITY TNOTIFY THE OWNER'STOF26. PRIOR TO FINAL ACCEPTANCE AND PAYMENT, THE CONTRACTOR SHALL a REPRESENTATIVE IN WRITING PRIOR TO THE START OF CONSTRUCTION. CLEAN THE PROJECT SITE AND ADJACENT AREAS OF ANY DEBRIS, 41. ANY SEPTIC TANKS ENCOUNTERED DURING CONSTRUCTION SHALL BE FAILURE BY THE CONTRACTOR TO NOTIFY THE OWNER'S PUMPED OUT AND ABANDONED OR REMOVED IN ACCORDANCE WIN DISCARDED MATERIAL, OR OTHER ITEMS DEPOSITED BY THE REPRESENTATIVE SHALL CONSTITUTE ACCEPTANCE OF FULLCOUNTY SANITARIAN REQUIREMENTS. 0 0 RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF CONTRACTOR'S PERSONNEL DURING THE PERFORMANCE OF THE WORK. WORK AS DEFINED BY NE 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 W Z WITH LOCAL, STATE, AND FEDERAL REGULATIONS AND CODES. REQUIRED OR NECESSARY INSPECTIONS ARE COMPLETED BY OREGON WATER RESOURCES DEPARTMENT REQUIREMENTS. 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 NE WORK TO BE OF PER STATE OF OREGON DEQ REQUIREMENTS. BACKFILL WITH APPROVING AGENCIES' CONSTRUCTION STANDARDS, THE MOST RECENT INSPECTED. FAILURE TO OBTAIN NECESSARY INSPECTION{S} AND COMPACTED GRANULAR MATERIAL.. 114 (15 APPROVAL(S) SHALL RESULT IN THE CONTRACTOR BEING FULLY 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 In immii4C EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), APWA WIN REMOVING OR ABANDONING ANY SEPTIC TANKS, WELLS STANDARDS, OREGON HEALTH DIVISION (OHD), AND THE DEPARTMENT 28. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY (INCLUDING BOREHOLE PIEZOMETERS), AND FUEL TANKS ENCOUNTERED Cl) OF ENVIRONMENTAL QUALITY (DEQ} WHEREIN EACH HAS JURISDICTION. INSPECTIONS OR NECESSARY OBSERVATIONS FOR ALL WORK AS PER REGULATING AGENCY REQUIREMENTS. WHEN SHOWN ON THE 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 o 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 ADEQUATE SHORING AND TRENCH PROTECTION FOR WORKMEN. MUST BE PERFORMED BY AN APPROVED THIRD PARTY INDEPENDENT REPRESENTATIVE IMMEDIATELY UPON DISCOVERY OF ANY SEPTIC C5 o 11. CONSTRUCTION OF ALL PUBLIC FACILII1ES SHALL BE DONE WITHIN THE TESTING LABORATORY RETAINED BY THE CONTRACTOR. CONTRACTOR TANKS, WELLS, OR FUEL TANKS, AND OBTAIN APPROVAL FROM THE - I HOURS PERMITTED BY THE GOVERNING JURISDICTION. IS SOLELY RESPONSIBLE FOR SCHEDULING TESTING. ALL TESTING 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 WIN THE APPROVED REPRESENTATIVE IMMEDIATELY UPON COMPLETION OF THE TEST. SAID STRUCTURES. NE CONTRACTOR WILL BE REIMBURSED ON A TIME CONSTRUCTION DRAWINGS INCLUDING SUCH INCIDENTALS AS MAY BE29. THE FOLLOWING TESTING IS THE MINIMUM REQUIRED FOR THE PROJECT. & MATERIALS BASIS OR AT A NEGOTIATED PRICE AS AGREED. 0 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 0 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 Imill THE CONTRACTOR PRIOR TO INE START OF CONSTRUCTION. ENGINEERED FILLS 1 TEST/4000 S.F./LIFT (4 TESTS ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF NE V 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 TESTS STANDARD SPECIFICATIONS FOR CONSTRUCTION (OSSC/ODOT/APWA) CE OTHER AGENCIES SHALL NOT, IN ANY WAY, RELIEVE 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 ANDCO 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, Cn REQUIREMENTS. TREES, STUMPS BRUSH, ROOTS, ETC. DO NOT DAMAGE OR REMOVE TRUCK PROVIDED BY THE CONTRACTOR. BASEROCK PROOF-ROLL LLI TREESEXCEPT AS APPROVED BY THE OWNER'S REPRESENTATIVE OR Z 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 Fm THESE NOTES, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN PAVING, AND SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE. DIAMETER OR LARGER. AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS, CONTRACTOR LOCATION AND PATTERN OF PROOF-ROLL TO BE AS DIRECTED BY 0 0 SHALL BE SOLELY RESPONSIBLE FOR NE 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 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, 1114 NE 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 PEREt 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. 32, NE 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 ORATORY WRITTEN COMPACTIOB TEST RESULTSFROM AN INDEPENDENT TESTING PLANS ON THE CONSTRUCTION SITE AT ALL TIMES WHEREON HE WILL FIELD SURVEYS. WE DO NOT GUARANTEE NE ACCURACY OR THE ENGMUST RBE RECEIVED BEFORE EFOOR BAAEING EMBANKMENTS, .� Z RECORD ALL APPROVED DEVIATIONS IN CONSTRUCTION FROM THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST ENGINEERED FILLS OR 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 0 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 NAT THE CONTRACTOR BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED WITH DISRUPTS OR DAMAGES SHALL BE PROMPTLY REPAIRED TO NEW MAXIMUM 8* LIFTS (LOOSE MEASURE) OVER APPROVED SUBGRADE. BY: CAK REQUEST. CONDITION. IF REQUIRED, CONTRACTOR SHALL INSTALL SUITABLE DESIGNED TEMPORARY SERVICE UNTIL REPAIR CAN BE COMPLETED. NE COST EACH LIFT SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DRAWN BY:: WI18. UPON COMPLETION OF CONSTRUCTION OF ALL NEW FACILITIES, NE REPAIR VTEMPORARY SERVICE SHALL BE BORNE BY THE DENSITY PER ASTM D1557 (MODIFIED PROCTOR), CHECKED BY: CEG CONTRACTOR SHALL SUBMIT A CLEAN SET OF FIELD RECORD DRAWINGS CONTAINING ALL AS-BUILT INFORMATION TO NE 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 ROLLING. 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 �PROFF SURVEY PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL BY THE OWNER' REPRESENTATIVE) TO PROVIDE A FIRM FOUNDATION 5� INss, LAND SURVEYOR SHALL BE COMPLETED AT THE CONTRACTOR'S APPROVED THE CUT OR DISRUPTION. AND SHALL BE REPLACED WITH SUITABLE COMPACTED BACKFILL O� F 02 EXPENSE. 35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND 52. GRANULAR BASEROCK SHALL CONFORM TO THE REQUIREMENTS OF ALL EXISTING SURVEY MONUMENTS OF RECORD (INCLUDING •• 4/{P MARKING OSSC (ODOT/APWA) 02630.10 (DENSE GRADED BASE AGGREGATE). �� A 5 19, THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION / ) OREGON CONTROL MEASURES IN ACCORDANCE WIN TIGARD'S/CWS EROSION BUT NOT LIMITED TO PROPERTY AND STREET MONUMENTS) PRIOR TO COMPACT BASEROCK TO 95% OF THE MAXIMUM DRY DENSITY PER e�� n CONSTRUCTION. IF ANY SURVEY MONUMENTS ARE REMOVED, ASTM D1557 MODIFIED PROCTOR). WRITTEN BASEROCK COMPACTION y9'P '''7' 14, 9 AND SEDIMENT CONTROL MANUAL, CURRENT EDITION. DISTURBED OR DESTROYED DURING CONSTRUCTION OF THE PROJECT, ( Fs �, THE CONTRACTOR SHALL RETAIN AND PAY FOR THE SERVICES OFA TEST RESULTS FROM AN INDEPENDENT TESTING LABORATORY MUST BE FDWARO 20. ELEVATIONS SHOWN ON THE DRAWINGS ARE BASED ON CITY OF TIGARDRECEIVED BY NE OWNER'S AUTHORIZED REPRESENTATIVE BEFORE BENCHMARK NO. 252, ELEVATION 222.84 FT (CITY OF TIGARD DATUM), REGISTERED PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF PLACING AC PAVEMENT. RENEWS:JUNE 30,2021 OREGON TO REFERENCE AND REPLACE ALL SUCH MONUMENTS PRIOR REVISIONS LOCATED AT THE SE CORNER OF 72ND AVENUE AND HAMPTON TO SUBSTANTIAL COMPLETION OF THE PROJECT. THE MONUMENTS STREET. SURVEYING FOR DESIGN WAS COMPLETED BY AKS ENGINEERING53. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES o SHALL BE REPLACED WITHIN A MAXIMUM OF 90 DAYS, AND THE & FORESTRY, AKS ENGINEERING & FORESTRY CAN PROVIDE COUNTY SURVEYOR SHALL BE NOTIFIED IN WRITING AS REQUIRED BY SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR 0 CONSTRUCTION STAKING ON THIS PROJECT IF DESIRED. PER ORS 209.150. FINISH CONTOUR LINES SHOWN. N JOB NUMBER d4762 W J SHEET ,,, coo l0 Y d . : - ...,.."4,-4* gi W NOTES: ) 1. MIMES SHOWN ARE BASED ON UNDERGROUND U11UTY LOCATE c..) w MARKINGS PER UTILITY LOCATE TICKET NUMBERS 16001505, '' r U 16001506 AND 16001507. THE SURVEYOR MAKES NO GUARANTEE - 5 NAT THE UNDERGROUND LOCATES REPRESENT THE ONLY UTILITIES cc Lu IN NE AREA. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING _ - H Q ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONS1RUCTION. z ca - o cn 2. FIELD WORK WAS CONDUCTED JANUARY 5-11, 2016. z 2 3. VER1ICAL DATUM: ELEVATIONS ARE BASED ON CITY OF TIGARD N W uu is DATUM, PER CITY OF TIGARD BENCHMARK NO. 252 AT THE SE aN Z CORNER OF 72ND AVENUE AND HAMPTON STREET WIN AN o N co z ELEVATION OF 222.84 FEET. -.11o °[ a 4. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY. s °M EE Co wo LLI 5. SURVEY IS ONLY VAUD WITH SURVEYOR'S STAMP AND SIGNATURE. 6 N wi z w 6. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED a LU W OTHERWISE. CONTACT SURVEYOR WIN QUESTIONS REGARDING BUILDING TIES. Z i! / 7. CONTOUR INTERVAL IS 1 FOOT. O / / ,,�- / / `� u, i 8. TREES WITH DIAMETER OF 6'" AND GREATER ARE SHOWN. TREE CI x - _ / 7 / / / / TAX-L-6T 300 DIAMETERS WERE MEASURED UI1UZING A DIAMETER TAPE AT W d ,�� 1015 „�� oHw / / -� A MAP 2S101BA - BREAST HEIGHT. TREE INFORMATION IS SUBJECT TO CHANGE UPON"' , , 7'1-�� ,�� o� / �- � / 77,/---011%,___ � � � I ARBORIST INSPECTION. � /t c��� �^� �/ / / a - 5 �y'-E_21 , / / _ _ 1141 / / / , } ,4 9. STREAM AND WETLAND BOUNDARIES AS SHOWN WERE DIGITIZED BY a. 11111 r-„,,- __,, ,,-- / /ti titi - �_ / — 11193 I ( ... I 4 AKS ENGINEERING & FORESTRY, LLC. FROM DSL WDI 2013-0373, -r' '�0 ``' `� °” — _ �_/ DATED MARCH 14, 2014. �� accix /� \ / / c� 11ter" / 0 -- w1L4-, / n 2 1 TA LOT 40,0` titin / / K -sr. _ 11194 10...1 I �. �2� WA;� V tig 11181 ��: _ 10. ITLAwD1 BOUNDARIES AS SHOWN WERE DIGITIZED BY AKS FROM IIICE11122 / TAMAP 2S1�1BA / / / Sof �, 1 ��� — -� �r 16 .,, ., 4 �4 I ' --- „N__ ____//' 2014-0158, DATED JUNE 13, 2014 g / / / / / i 0 LI 30002 ::� J .. .. _233 TWAT i iI ...--- i ' -------- _ IIIU Z '// / ti I PLANTER / / / / / / , I TREE , l' . / 1 11119 / / 11169 / BUILDING / '1 "4 r2 I I I < Pild _ 11130 ��' 1104 ' CO limmi-gil 7-11 ,� 1110 / / N DOMES'', .- / �� 11046 ) / / ,f / -1 IPER 72ND 01 1 L ti 0 / 5p 11161 / �.. / /// / \ ,4'. 4 k �235� I n, 11 k64 'L / / �' cvo- IMPROVEMEN in eve° h / `� / / 11 4711rArk /.. // � PLANTER 1 `' A1011101101111111.111. AS-BUILT Df / 1f132 / 1160 / 11044 i2�6 4I TREE 3 1-- I Y. TAX LOT 401 r 1100 on 11048 ,n _-236 I Q TAX MAP 2S1016A / / / T 41-4 � - FIBER OPTIC I I (4.5 g / / -WO FE CE 11133 / / r — 1104 \ // 14` 1 I 0 tar pi a pp x / . / / / / 1-----//////////////' -- ,/ '// � ' I / so _23l'1�f Z MI TREE TABLE411 '- I / / / N N' TREE NUMBER TYPE DBH (IN.) / / 0 RHANG zil PLANTER I W f BUILDING � / EX STM CI � ''f.Iii . "�` Y' 1 i / 12 '/ /11139/ — RIM: 238.63 / 7`' &TREE (`_' SW E H U RST 11015 DECIDUOUS 6,7,10 /� / I IE IN: 12°SE �`I .:” ,238 1 N Q 1 _ �� � , 11044 DECIDUOUS 22 / / '� / //� ----///, '/ / / " STREET _ IE OUT: (12 N) � l �� / - +— - / / r // / I "� / 11045 DECIDUOUS 17 CHAIN LINK FENCE / / ,� / / / TAX L T 402 ( //77/ , I I 31 .� / / TAX M 2S101 BA / / I < / 11046 DECIDUOUS 13,16 Q / / / � � /// / VARIABLE WIDTH - - g_\ I / 1 - ,/• - J / \ rn i OVERRAN SLOPE EASEMENT °) 23 i 1 11047 DECIDUOUS 10 / 1/,/,, //// ` I / -- PER DOC. N0. IJ/ 1 .I/ . �� PLANTER) // CL2014-013952 1./ TREE I 1 / 11048 DECIDUOUS 17 "11049 DECIDUOUS 10I > ( \ 11079 / ,�.�///I / ,<, � .� 1 � I I �� (an/ r/ / N / 11072 / / 444I --2 0 – I /� 11050 DECIDUOUS 15 mem Z..... .... f �`�`� ` -- / / `� / c 1 I I PER 72NpNATURAL GAS11072 DECIDUOUS 11,11,11 0^) .. / / / / �. 10': 4 / / / I N . AVENUE -----• ;py8. = �— I I I IMPROVEMENTS 11079 DECIDUOUS 7,8,10 Flo `.... �' 7t i EDGEj 4 I 20' GAS— 11 .01' H / !_____W —� : .... "`',-•- r DRAWINGS LLI 13 •......�.. ".'"-+.sem•... ` � .. ti j ' ..,_ \ ,. 11119 DECIDUOUS 16 ......................2.... -''''' 7-'" ..s'-' S l 9 a 11122 DECIDUOUS 1 , , 2 j........... ..................K N86'32'23" 123.32' / 2 ....•J••.• -.As_ `� �( Pi's. 1 11130 DECIDUOUS 12 .............. OLD PROPERTY LINE PER ---.As _ _ I0 DOC. NO. 90-070042 WOOD FENCE -�"s� - - -G,� - --- ( / 414 x I 11132 CONIFEROUS 38 ................... ........ — - - — �+rAs— ,� _ / . . _ I 11133 DECIDUOUS 10 I x,,,,Ali.' -'_ `� 1( I 11134 DECIDUOUS 8 / :JN1 I / 242 I 11139 DECIDUOUS 12 TAX LOT 401 TAX MAP 2S101 BA l Lp-• t AT— s �t —WAT— I 11160 DECIDUOUS 26 fj���. - T —WATI– Ci i� WAT— — 1 11161 DECIDUOUS 15 DESIGNED BY: I II DRAWN BY: MEB 11164 DECIDUOUS 15 1 I I 11169 DECIDUOUS 8 CHECKED BY: GEP I SCALE: AS NOTED 11170 DECIDUOUS 26 DATE: 09/12/2019 11181 DECIDUOUS 27 -5 N r I REGISTERED PROFESSIONAL 11192 CONIFEROUS 13 LAND SURVEYOR 11193 CONIFEROUS 34 GoAn So G:)", v) O LIJ11194 CONIFEROUS 23 OREGON JANUARY 17, 1995 30002 DECIDUOUS 15 GARY E. PAUL \ 2698 a SCALE: 1"=20 FEET RENEWAL 12/31/2020 o 1111111111111116Pc REVISIONS iii , c x 20 0 4 10 20 1.1 cp ORIGINAL PAGE SIZE: 22" x 34" C, 0 N JOB NUMBER h d• 4762 6., J (D. SHEET z g c ,:, X 0003 Q L / -� � / / / e` I '-- / / / I WATi� 'AT 1 °I N W r ce 0 / / ' I--- -71""e7x* �ti ^q/ / r-_. — �' / / — X231 1 a a / J "// / ~x~ / / /` J ---� / 92 / REM S ART / l 1 I CCg • a / n �/ / , ,..„-- / / -- --231-- / 1119 SEPARATE PERMi ( J a r' I f. a U N / ` .� - / ti/ / I INSTALL INLET PROTECTION AT �, z N )1, -\2(rj_i) z1 I 711/71,1i- ark. 7 ,/ /-- --- i/ ,i- , __-------- `� • / 0 NEXT DOWNSTREAM INLET PER e N /it )c /� AD a _ 11170// # 11 xill \� CWS DRAWING N0. 920 = g8 z a LEGEND %../ �'� / / / / . ~�liall ~ �� ��r 11194 ` . 4 / kii — i-- " > z / / / / 11181 �x �� f , J o � z • I �i / / / / / J - --, _ 'L X232 4 to N a EXISTING CONTOUR (1 FOOT) 168 / / / / I /` -- --- -- r • x� �� / ° 1 z o EXISTING CONTOUR (5 FOOT) - — -170— — - ' / / / / / J , ` L 4 e 0 / / / / x�� W24 � K, . Lu Q •• / 1 / / / / / f `i - - � I' . ZrilLt,c;"ri,1E."coto FINISHED GRADE CONTOUR (1 FOOT) 168 \-- I , / I/ µ I / / / / / ` M - -i-- N 2 ¢ 2 ''' `i cc 1 /° Z W / 30002 a . _ Q � a � a W FINISHED GRADE CONTOUR (5 FOOT) 170 TAX LOT 400 / / / 7 / �_ ;� 1 41� wAT _- Y N I 1 / TAX MAP 2S1O1BA7 / / Y. i PRE-DEVELOPED SURFACE FLOW ARROW ) s / / / / / / / _ ` / °. .2 Z o / / , / /777/ �, f / DISTURBED AREA BOUNDARY /' 1 -- / / / ! \ oN / y1 ../ / / / / • / ,tel //// CI) Q SEDIMENT FENCE x x / / / / --�// /.//4 \m! 1. ' 1. INLET PROTECTION EXISTING ■ J �, / I< CC / /7101 / 11119 o � L ^ 1 / 7 / / 11169 / / 110 1 / 7/ ( 1 Z��' 1-11 v STRAW WATTLES / / a r Ai 11130 // / / 1 ' 0 A / . 4l� REMOVE TREEX X i J i, �� 1/ a �, / L. Ii. /1 / / / / Ix — QU• I 41 M Q ,,, / �, 11046 �► 44 `L\ / / 11161 /7 ti 0 (TYP.) -- � 4 _ U A/ W Z d► / 1116 / �////// 1 x -/- , 4 -- ' / / _ --coo 0 I / / / r �`�� / �� / 1 / A1047 ` / ' a I a W / / / -I / /w* — W cnCD< / ,1fi�32 / / 1116014pAk / r/ 4 11044 IL. ` 1:% / W .......... .. • . . , . . F.... _____ x A 1 / / / o = ICE 11050 `�V * 11048 / I MI //1 / if / 0 1 / 1 1 / �r _ ___, . 4vii \ f 1 4 xb zCO � � 0 , , ao 11049 / 1 / / )094 cc - / / / /� r - \ ci' N / _0 o 7/ / x x i / i 1 / / r /� / '� / a 1ISTURBED LIMITS Ill / `y' / / 1 / .I / . ! , - -- i 06 Z z __I / I! A J / 1114:1( / / } I / x / N / ,1, 9 / ( . �,(TYP.) ,od . 0 a J / /113 / / / I / 1 . QI / 0 // / 1 / , . , „ / , , / 1 o / /7/ / / / / , ,, / ,, . • • 1 .. . 1 ,, i, A ,/i 1 / / I / / � // a J / , 0 0 / _ _ I W // A / / / / 1 0 AllZ 1 �,�`� r / / 1a• 4 . p o�S / / TAX LOT 402 ,2� �/ / / I ( 0 1 Ii 1 / `1°' / \ 1 / TAX MAP 2S1 O1 BA \ - 7 /` 1 Z 0 A )/ /r \ Z wi /J / I I / Ai i,� T .)>.. • h Z k A / I / N r . 4 2,,.., , J / / / 11079 ) i•,r..�•../�•..,•..,•... / 4 1 ' Q 1 ,].._ 1_) i / .),/ i ItthopPlirum MP IM hair IM 1111.,,POIRLi_h .. #411 OM 1011k 11 01411 edirl'all Nk / i..r.�r..r..r..rl.'0_'/A'•4 : / W w r*"..1" J O ) / / X// 1,072 / �•�.I��•�•!/'"�i i����t� / I 4 i ! . .. • — '1•4 c-..------ 2 _ a co ...... ........ ........ x •. x / /�'S •, 1♦�Iraqi �� •s•�•':P•�0 • 1 / -- ' DESIGNED BY: CAK 1111 i SCALE: 1"=10 FEET x� I f-. . .... .......... . x`x DISTURBED LIMITS `l��'/ / Ire����r��r�r � ,` — DRAWN BY: NI / / ` x / / / / <�'�.�•' •�74 '•r •' W �- a . . CHECKED BY: CEG i VI:: ORIGINAL PAGE SIZE: 11• x 17' x a ♦ ♦ ♦r ti 44 SCALE: AS NOTED t `a's- ............. .. .. . 1 x x )1,137 � ���,�,�;.�; ' a O DATE: 12/16/2019 I �x x n x Afio- ‘4012 v�' �f I 1 .1 . .. � QaopFss NF !�r ® KEYED DEMOLITION NOTES: • . GAS - . _ .......... ... .... 0 \� MI m1.1 y :. xx~ ,---1-4-----. - .1"grr,, : - 1. REMOVE EXISTING BUILDING AND ATTACHED STRUCTURES 7. INSTALL SEDIMENT FENCE PER CWS DRAWING N0. I ` GAS 0 .. .. ... 1 ~ 1 ° ".•,,,... / ci s OREGON /•' Q 875 C500 gas_ _C. f Q y Fp g°} • i 1 a 2. STRIP AND REMOVE TOP SOIL AND EXCESS MATERIAL IN / - -� cis / 1 . / RFs FDWA4tp c,� `/ - ACCORDANCE WITH GEOTECHNICAL ENGINEERING O PROTECT AT ALL TIMES DURING CONSTRUCTION. ANY .................... -cAs- I / / 4 4 RENEWS:JUNE 30,2021 REQUIREMENTS DAMAGE SHALL BE REPAIRED AT CONTRACTORS EXPENSE - - / 14 RENSIDNS -- • n. 3. REMOVE EXISTING TREE .. --CAB 0 — / 1 . / / 4 o �A5 1`SAS �-- GAs-- I 4. REMOVE EXISTING WOOD FENCE 1 r,-) / 1 4 5. CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE PER CWS / t / 1 JOB NUMBER DRAWING NO. 855/C500. INSTALL GRAVEL CONSTRUCTION -7 �} czi ENTRANCE 4" LOWER THAN FINISHED FOR FUTURE I �` = GRAVEL CAP SHEET Z Q 6. INSTALL CURB AND GUTTER INLET PROTECTION PER CWS rm DRAWING NO. 905/C500 CO 5 0 N Q LLI.1 i INSTALL DITCH INLET PROTECTION / / // / I It 1 / • 4 _ CI) CC he 0 12 PER CWS DETAIL NOlift . . 915/C500( -t / war/` WAT I / CC I- it a / / 1 -1z--.-__ ' • j.,_: CC j7 / 7 ! .0.; ►.0�► ••iiiii�Diiiri-sir.. / 2.0' V ` \ a or I / e�f: , 400*i/•••i+ii+�I�I•••i i+i i+iii/•i i ri`� V 7 / / / / � l,iiJi.ii9• ♦•i•••i•♦ ♦Ji• iri1•r._ 4 a a ..•: /iii♦ ♦l�• * ♦ii.t' .. / I / ` ! IIi•,.• •1•i •a .Alii•r. 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JAR/ -GAS, OP ( / GAs 4 RENEWS:JUNE 30,2021 o -- / / / 4 REVISIONS GAS • z / 4 •- - { 4 1 A GRADING CHANGES 1/28/2020 -- Jr.c I 4 --GAS N - +- GAS 4 -1-11- Ts. JOB NUMBER J I 4762 ilil /- - 1 4 `� v "V 'Y"' CD z /�e 1 a _ c 0 A C070/ (,' - r i IWAT VAT . Q ' LLI Q 1 I V J i � �, -� w1t F N ~ I IL' oft j ~ a I " he as 4t 0 ill A INSTALL DITCH INLET 22 8' Ulm ` ° CC Lii Ili z D PER DETAIL 1/C500 t • z AND CONNECT TO ' �/ s _ FUTURE STUB I` • z a 1 J { n J DISTURBED AREA ` o Q / 0 k N > z ii BOUNDARY (TYP.) ` ' acv co Z --%r _,_ fWe J� aft --------and ° I o' ,�, ,gra Z a ,� 20.5 -- 4 I4 wLLJ =re ix Q � E OC 1111111 1 / ,TAX LOT 400 " '� N ;672 M Z Ii ,� I TAX MAP 2S101 BA �`. Y "' z p120A, J1 _ Q 2.0' 1 18.T I. Z BUFFER n 1 7 C100 pc, i i i i , .. ,,c 1 sk fir nil . 20.0' '1 ,, 0 J u . �. . W N._i PROPOSED CUTOFF DITCH s a , Q CC 11 I 1 I OM 4. 1cc z -� 4 t f C1oo 1 1 I . 2 Q 28.5' I Q 14.0'�� 4C.) (. 11 — 1 b , • �o- W Z Cn f SCHULZY/SANISTATION -- ^p'� i �J 4,0 10' X 20' PARKING fffII SPACES (TYP.) • 4.1 -.1p-~ 26.8'- -- YT_3Oi. ' W ii • a a U 1 n 1 • LLI ' Z m ;,' T' I • I � � : 1' , 14 Q: 1 Z < 51 1 36' X601 LEASE I . I 0i' N Vo CRUTCHER LEWIS � .....% cn 0. , 1 i I,1 . r n 20.3' TRAILER (TYP.) 14 Q rl .. , c10o I I . 1 Q -it ,_, 1 4 , 11 1 1 i . .a g 1 7 C,� a 1 -2.0' ( .) , , 1040' r a . 1 A 1 (TYP.)~-1 SETB ICK i . . I °� J. II i m STAIRS DISTURBED AREA . 64 1 ,s — PROPOSED CUTOFF DITCH " I i (TYP•) BOUNDARY (TYP.) ' 1 . I • • . 411,,, 114 1 • N . t I T 1 I 4 a .. :1 a. O 1 Ai 1 10 X40 FIELD � � � J 1 TRAILERS (Ti?.) 1 TAX LOT 402 11 n TAX MAP 2S101BA7 C01 1 `' D UNI SCALE: 1"= 10 FEET I il '•‘ 1 'i3A' .+>04N► r► � � .�► I I �---- �.__. • 1� 7. 10 0 2 5 1I 17.0'1 -4���,� 0. 401.704.1;10:4:4F. � ORIGINAL PAGE SIZE: 11" x 17" ,T3#,.,..71 .4 1 A ��( � ' 117961\7;3 II .._ , Ii„.„,„,,,,,,.,„,, ...,.,...... \y,.:7, +41 ii if 1 10.0I s 1.'i ►ir a:4ji► fillir".11116+.....am.........a... ' . erdA0 111:41 1112 4 4 lif.30 -trio CAP CONSTRUCTION ENTRANCE WITH 4' OF 'ItiPi. _V sly► r.'�r► _V �► ba, C• GRAVEL SECTION SIMILAR TO DETAIL 1/C100 "� ', 4 DESIGNED BY: CAK � 4ill 1. ��`� � 'I DRAWN BY: TMI 41414 r l _ [. V _. r. k _ CHECKED BY: CEG I 4PL/40 4.. 4�G�/T4040 , y'� SCALE: AS NOTED -/IP - - gill 1 4 .....•. 5 0' ,�� � ��A�'�'.�.• : ; DATE 12/16/2019 ............ .... = EDGE OF GRAVEL ........ ... • -- PORTION OF EXISTING ' ' / DRIVEWAY RAMP PROF Inn I' 10 OF 3/4"-0 GRANULAR BASEROCK c: 1'� �-. 4 ....,4 � :�...tev.. + _ I c;\ F,>~ DRIVEWAY TO BE (COMPACT TO MIN. 95% MAX DRY 410140• +f4.1 `�'' x:�.. 4041 '•• _.....__._.._____..____ _�._. _..�__..__._.__ ~ r >~ -._..� - ...._-_._ USED AS ACCESS LA - . , F��r _._ DENSITY PER AASHTO T-180) ‘ , • ` \�\ \ -:,\/� r7 ......... . "II >� NM rI . • �....� am mil nu . • O ~ I 4 EG Q Alla `N 0 1 i'. C� OR ON O COMPACTED - WOVEN . ............. 1. SUBGRADE GEOTEXTILE . ... ...... . . y • / . . 1P( ''°r.Rr 4 19GI- a , FABRIC .............................................. . fi1DwARD o I 4;. J L RENEWS:JUNE 30,2021 NOTES: --GAS _ __ cAs 4 1Q 4 .C.D 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- " -- —GAS-- TO BE PROTECTED AT ALL TIMES . �•- 71 3. IF SUBGRADE FAILS THE PROOF-ROLL, SUBGRADE SHALL BE OVEREXCAVATED TO FIRM AND UNYIELDING SOIL DURING CONSTRUCTION. DO NOT USE; _ -j E • ° AND BACKFILLED WITH COMPACTED BASEROCK OVER MIN. 8.0-OZ. NON-WOVEN FABRIC AS REQUIRED TO ALLOW COMPACTION OF UPPER (DESIGN) BASEROCK SECTION AND TO MAINTAIN STRUCTURAL INTEGRITY OF ` S JOB NUMBER SUBGRADE SOILS. TYPICAL MINIMUM OVEREXCAVATION REQUIRED IS 12-INCHES. NO RUBBER TIRED • A�G EQUIPMENT ALLOWED ON SUBGRADE FOLLOWING OVEREXCAVATION. ° `t V w . Z GRAVEL SECTION DETAIL 1 SHEET Q SCALE: NTS C100 C100 Q (A W W Q U CC I1- / ' FOR FURTHER INFORMATION V x P MATS/BLANKETS SHOULD ON DESIGN CRITERIA SEE O W BE INSTALLED VERTICALLY ��/ CO H __ -- :,,F..,; _.. .#4- li CHAPTER 4 OF GLEAN WATER DOWNSLOPE. /''' R U 2 f % v. TAMP SDlL 4 SERVISES EROSION PREVENTION k='''' \' \ �' ' ' OVER \N1 0." / r he U \ \ �{ MAT g O ANGLE FILTER FABRIC FENCE TO J "� �/{�t'� - / / I ANKET PLANNING AND DESIGN MANUAL. Z p \ / / T/�f it � MFN �c)S Sp. ASSURE SOIL IS TRAPPED a a cil N/ /\t'•-•%I".1.•:,•!•,/\/ / 12 t ;' /\/V/ p _' • Q \ \/ / I‘\ / LONGITUDINAL TERMINAL SLOPE AND r /\\ \\/\\�� a•4 pD . e'b D o } J cc. �' ' //\ \ ice I , ' be=.: • . ti y D'': 0 . ._ v1 W ANCHOR TRENCH CHANNEL ANCHOR TRENCH r �%/��\ 000 ,�. . °:.� a .�. .q. :7 • .4 U. III % t.21 N cc Z Cc cN cn Z w~�� e Ammar /\ /• ,1i / RADIUS = 25' MIN. V• Q PD,D': x::iv C\1\- Z a li � /// /, :o--. •'.' ' 5 INTERLOCKED 2"x 2" C9 ¢ n -I r 14 cfp PLAN VIEW Alt)'1%..._ r r ' \j\� GLEAN PIT RUN OR 3"- 6" CLEAN ROOK �IO P�Oyr� O� C.--- POSTS AND ATTACH - W Z • 4 r �,'`�. 0 1--.12;,/ /\/\ 16) ��ssI NOT TO SCALE x o ,•-i Mi 0o uj fr P • �`� j/� SUBGRADE REINFORCEMENT \ EY• Z5 z co Z W GEOTEXTILE, AS REQUIRED PC=L 6 F O 'PAH ds STAKE AT 3'-5' 8" MIN. USE STITCHED LOOPS V] co Q lC] (� INTERVALS. �, \\\��.' - ,-.1:" /\\/ cc P DEPTH c�.>E , x Z O ♦� P P r /\\\\\ 3' MINIMUM �- OVER 2"x 2" POSTS NOTES: Q r •a a W W ((� �F� MIN- 4" \/ *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL FR` TOE SLOPE, �� 1- BURY BOTTOM OF FILTER FABRIC 6" Q �Vi GSA �Oa ( OVERLAP r � VERTICALLY BELOW FINISHED GRADE. Z o CO r� �0 / / GRAVEL CONSTRUCTION ' 2. 2"x 2" FIR, PINE OR STEEL FENCE r r �' P P r //\\\ ENTRANCE CURB RAMP '�,` 2 -64,rv0„ P05TS. O N / .. ...' 3. P05TS TO BE INSTALLED ON UPHILL (� •�� //\//\ r r \ / 12 C5 i PAVEMENT `',I�!�� 4. COMPSIDE OACTS 0TH SIDES OF FILTER // 6 r „,,-,, 1 ea aa • 6„ •�� FABRIC TRENCH. W / +- RI � � - �_:: � ,,,,5,--• s• 2-4 '�y +\ FILTER FABRIC \ 5. PANELS MUST BE PLACED �/ / CHECK SLOT AT 25' INTERVALS \ / �\ \ \ _ ^ x~~ �. "t4 tea*+ • -' 41) \ \ 1114 /- I t r. ryhrsr` �� ACCORDING TO SPACING ON DETAIL CC P v `� w la r \\/ %\ \♦ ,`� �� .• r---- l'' . .: . . MA E ROLLS. - / -t �- � ���G�L� � ��/� • '"�:,_� r:.r• :.•���� .`•_�..,..• -•. • MATERIAL 36" y NO-940 O z P // /\ ISOMETRIC ISOMETRIC VIEW �1= /\\� STAPLES �p , �� �11.��\ . !� !��� �� ',' �, , " ' 4 • PROFILE W U \,\\\,x, ISOMETRIC V EW \/\//�� • /\ ti NOT TO SCALE o cc 2 ....:•:.:. ..a.:,. P .0..:44.i::::.:i:i.:.iiii..,..:.., r -- NOTES: a .. .......................................... TYPICAL SLOPE .. •..•....,... .•............❖.••...•..•....❖.•..••. •.• 2 Q i'' 6" \ \ Y. THE ENTRANCE 5H ALL BE MAINTAINED IN A CON D T!ON THAT WILL PREVENT TRACKING OR FLOWING ;.j. :