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HomeMy WebLinkAboutGRA20-0032 - AS BUILT PLANSPROJECT STATISTICS; STE ADDRESS 5549 329fh PI S AUBURN, WA 98001 EXISTING PARCEL 926280035E TOTAL SITE AREA: 12,653 SF (0.29 AC) ZONE R5 (WEST HILL OVERLAY) JURISDICTION: CITY OF AUBURN NUMBER OF PROPOSED DWELLING UNITS: 1 PROPOSED LAND USE SINGLE FAMILY MINIMUM LOT AREA: '2,500 SF MINIMUM LOT WIDTH: 30 MAXIMUM LOT COVERAGE 35% MAXIMUM BUILDING HEIGHT: 35' SETBACKS: GARAGE: 20, FRONT. 10' REAR: 5' SIDE INTERIOR: 5' SIDE STREET: 16 CLEARED AREA: 9,760 SF (0,22 AC) SARAH B. KANG 5535 S 320TH ST AUBURN WA 98001 KANG-COVLIN PROPERTY - ABBREVIATED DRAINAGE CONTROL PLAN & OFFSITE IMPROVEMENTS A PORTION OF THE BE 1/4 OF THE NE 1/4 OF SECTION 14, TOWNSHIP 21 N, RANGE 04 E WILLAMETTE MERIDIAN, KING COUNTY, WA. w 0 10 20 w UTILITIES; WATER; LAKEHAVEN WATER DISTRICT SEWER: LAKEHAVEN SEVER DISTRICT 1 inch - 20 feet STORM DRAINAGE: CITY OF AUBURN 1 GAS: PUGET SOUND ENERGY ONSITE EARTHWORK QUANTITIES SHEET INDEX; POWER: PUGET SOUND ENERGY i Wi = 335 cv 1 BREVE TED RAINAGE ROL PLAN A OFFSITE RAPROVEMENTS TELEPHONE COMCAST/CENNRY LINKC AB A D CONE CABLE: COMCAST/CENNRY LINK C2 GENERAL NOTES & DETAILS A ROAD SECTION SOUO WASTE: WASTE MANAGEMENT EXPORT = 276 CY C3 TOPOGRAPHIC SURVEY RECYCLING: WASTE MANAGEMENT WORK = 394 CY C4 T.E.S.C. PLAN & DETAILS POST OFFICE: 11 3RD STREET NW RE FOR PERMIT PURPOSES ONLY.C5 LS $ 329TH PL PLAN &PROFILE SCHOOL AUBURN A908 SHALL VERIFY EARTHWORKFIRE DISTRICT: VALLEY REGIONAL FIRE AUTHORITY OR BID PURPOSES. SURVEY BYL OFFSITE EARTHWORK QUANTITIES NON -BUILDING RELATED PERMITS C.E.S. NW INC 429 - 29TH STREET NE, SUITE D PUYALLUP, WA 98372 ((253 848-4282 CONI)ACi: CARA WSINTAINER CNSINTAINEROCFSNWTNC.COM IMPERVIOUS STATISTICS; BUILDING/ROOF: Z448 SF DECK 437 SF DRIVEWAY/CONCRETE: 434 SF TOTAL: 3,319 SF OFFSITE STORM PERMIT AREASi A TOTAL DISTURBED AREA =7,837 SF B. TOTAL REPLACED HARD SURFACES =3,036 SF C. TOTAL NEW HARD SURFACES =2,528 SF B. TOTAL NEW & REPLACED HARD SURFACES =5564 SF C,E.S NW INC 429 - 29TH STREET NE, SUITE D PUYALLUP, WA 98372 (253) 848-4282 BASIS OF BEARING HAD 83-91 (PER THE CITY OF AUBURN), WASHINGTON STATE PLANE, NORTH ZONE, VERIFIED BY CPS PER THE WASHINGTON STATE REFERENCE NETWORK. THE MONUMENTED CENTERUNE OF SE 329TH PLACE (COA) MON 805-007 AT THE INTERSECTION OF BE 329TH PLACE TO (COA) 805-009 CENTER OF SAC AT THE EAST END OF SE 329TH PLACE = S8957'WW. (COA) MON 805-007 (GOA) MON 805-009 N 115126.958 N 115127.275 E 1283747.803 E 1284251.775 VERTICAL DATUM NAVO88 (PER THE CITY OF AUBURN), (VERIFIED BY CPS PER THE WASHINGTON STATE REFERENCE NETWORK). PROJECT BENCHMARK: MONUMENT IN CASE, NAIL IN CONC, DOWN 0.7' AT THE CENTER OF SAC EAST END OF S. 329TH PLACE. ELEVATON 395S (COA), MEASURED DIPS 395.84. SITE BENCHMARK: 5/8' REBAR, NO CAP, NORTH SIDE OF S. 329TH PLACE AT APPROX. CENTER OF SITE, (SHOWN HEREON) ELEVATION 329.32. LEGAL DESCRIPTION; (PER STATUTORY WARRANTY DEED FILED UNDER RECORDING NUMBER 20180509000789). THE WEST 110 FEET OF THE EAST 250 FEET OF THE SOUTH 115 FEET OF TRACT 63, WEST AUBURN FIVE ACRE TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 12, IN KING COUNTY WASHINGTON. TOGEIHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE NORTH 25 FEET OF THE SOUTH 140 FEET OF THE EAST 250 FEET OF SAID TRACT 63. SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. 1 1 v � j -- _� wo0� -- _- - El -T 1 N EASEMENT 1 17 I ADFHNAGE \ / I V RESERVE DRAIN FIELD PRIMARY DRANRELD SOIL AMENDMENT NOTES; I 1, PLANING SOIL DUALITY SHALL MEET AT A MINIMUM BMP T5,13 "POST 'I CUT = 46 CY FILL = 19 CY NET IMPORT/EXPORT = 27 CY TOTAL EARTHWORK = 64 CY QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL VERIFY EARTHWORK CUANIITIES FOR BID PURPOSES 91-15'46"(R-1) y " ppD,I z�a rn GRA20.0032 - GRADING STM20.00XX - LEVEL 3 STORM RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. INSPECTOR DEV. REVIEW ENE. 01/16/2025 _ S89'58'52"E _ _ S 32M ST 589'S8'S2"E 1307.77'T-T)) HELD - - - - 33&A4'(C) 1307. 9'(F-2) 33&8O'(R4) 1307,24'(R-3 88'39'47"((C) MONUMENT IN CASE r NAIL IN CONC. SE 329TH PL MONUMENT IN CASE NAIL IN GONG, i DOWN 0.6' $8957'S0'W - - - --503.99'(M, DOWN 0.7' - -�- 0.7' COA 805-007) R-1) -� ECOA 9} ELEVATION 395.8 PUBLISHED ELEVATION 395.84 MEASURED CPS HOUSE I _ �.�--%T =� n \ 'I 1 j Ili ?' GRAVEL TRANSITION FOR SHEET FLOW DISPERIONQzAVEL 41 GRAVEL 7141 COg2 CONSTRUCTION SOIL QUALITY AND DEPTH" PER STORMWATER MANAGEMENT MANUAL ? ) \ ''ADS FOR WESTERN WASHINGTON/ WASHINGTON STATE DEPARTMENT OF ECOLOGY. IN H \ TW=38&80 4'✓ j',31� GENERAE. PLANTING SOIL FOR NEW PLANING AREAS SHALL BE AN APPROVED 9262800346 _P \ BW=3B3,60 COMPOST CULTIVATED INTO THE EXISTING PREPARED SUBGRADE. IF EXISTING SUBSOIL IS DETERMINED NOT SUITABLE BY LANDSCAPE ARCHITECT, A PRE -MIXED SOIL , 0 \ D WITH A *SANDY GRAVELLY LOAM' TEXTURE SHALL BE USED. PROVIDE TEXTURAL AND NURTRIENT ANALYSIS OF ANY IMPORTED PRE -MIXED SOIL OR AMENDMENT FOR w I al, I U9 APPROVAL. 2. SOIL PREPARATION: PLANING BEDS DETERMINE/ ATTAIN SHRUB BED SUBGRADE AND CULTIVATE TO A MINIMUM DEPTH OF FOUR INCHES (47), CLEAN/ REMOVE ALL \ " • I �L..l ,� \ ROCKS, ROOTS, DEBRIS OVER TWO INCHES IN DIAMETER. LAY A TWO INCH IV) DEPTH OF COMPOST (OR THREE (3-) DEPTH OF IMPORTED SOIL MIX) OVER ENTIRE BED AND la j ` \ a; BAVI W=383.60 \ ILL AGAIN TO A MINIMUM DEPTH OF SIX INCHES (6") TO INCORPORATE COMPOST V -� 71fe384.00 , THOROUGHLY INTO GRADE. THEN LAY A TWO INCH LIFT OF COMPOST (OR FOUR (40) I \ \\ BW=383.60 \ \ \ 3si ¢1 DEPTH OF IMPORTED SOIL MIX) AND ILL AGAIN. (TOTAL OF e OF ADDED COMPOST ___ OR TOTAL OF Y OF IMPORTED SOIL MIX). NOTE THAT FINISH GRADE OF MULCHED F, 5 mk BEDS SHALL BE ONE INCH (1-) BELOW ADJACENT PAVED SURFACES. '`----� -LAWN AREAS : DETERMINE/ ATTAIN A MINUS EIGHT INCH (T) SUBGRADE AND CULTIVATE BASE TO A MINIMUM DEPTH OF FOUR INCHES (4°), CLEAN/ REMOVE ALL -31 � �p i � 569'S'18"E o 10.03 ROCKS, ROOTS, DEBRIS OVER TWO INCHES IN DIAMETER. SPREAD A FOUR INCH (C) PRIMARY DRANRIID , LIFT OF APPROVED SAND-CONMPOST BASED 'WINTER MIX' TOPSOIL AND TILE TO 576 LF 01.5' 0.6 - B67 SOFT 58� RESERVEC. 872 SOFT INCORPORATE INTO PREPARED SUBGRADE. ADD TOP FOUR INCHES (40) OF TOPSOIL 9262800375 MIX, RAKE SMOOTH AND COMPACT. NOTE THAT FINISH GRADE OF LAWN SHALL BE 3/4" BELOW TOP OF ADJACENT PAVED SURFACES. I I HOUSE INSTALL OM3-R 12"x36' STRIPED MARKER 1 PER SECTION 2C.70 OF THE WITCD ATTACH TO POST PER T-24 w 10 Irvuntsa tt;Rtss ANV - 60 UTILITIES EASEMENT FI SREC-NO. 5320033- - } =397.00 W=396.3 0 LANDSCAPE 0 wM GRAVEL 15 INORTSS, EGRESS AND I �I arg I Ida i A I I , Y�arO i I PAVEMENT GRIND & t INLAY RESTORATION MU = f --_ - VLMB +p�}}{ f304+101i-LRIVATE-)-� 25' INGRESS, EGRESS AND UTILITIES EASEMENT RED. NO. 5287996 WATER METER FOR PARCEL 092828MM PER COA DETAIL T-02 III I - ___H/lL . 3" SURFACE BRASS 71 WITH'X', 0.34 S. OF CALC. INTERSE iI LEGEND EXISTING DESCRIPTION PROPOSED m g we u O MONUMENT O m gg - - - MONUMENT LINE CN PROPERTY LINE RIGHT EN WAY LINE EASEMENT LINE ------- y "'• BUILDING SETBACK UNE----------- co yE s R a -- a e ^= a CHAIN LINK FENCE -6 tee- ---® M --- WOOD FENCE -- -- x --x 'WRE FENCE -=h X X■ �, CURB & GUTTER pppp��u ------ EDGE OF PAVEMENT ej }pp' CONTOURS \RR77^ a STREET SIGN i ❑ STORM DRAIN CATCH BASIN ■ �D STORM DRAIN MANHOLE >r ' \ 0 o STORM DRAIN CLEANOUT V - STORM DRAIN LINE SP. 10 'U- - ROOF DRAIN ONE SANITARY SEWER MANHOLE 0u o SANITARY SEWER CLEANOUT S ---- SANITARY SEEWR LINE S SS SANITARY SEWER STUB SS i" J Yi FIRE HYDRANT Y IN WATER VALVE NNO �- WATER METER B u O co BLOCKING -`N WATER MAIN W {- LUMINAIRE--0UJI p POWER UTILITY POLE + E- GUY WIRE 0 W G GAS MAIN �w W @ GAS VALVE Q. 0 0 cc CONSTRUCTION SEQUENCE °q� © GAS ME ER Z < a 0 1. ARRANGE AND ATTEND PRE-CONSTRUCONFERENCE WITH I p MAIL BOX ZCTION Ino - V o THE CITY OF AUBURN ASPHALT CONCRETE I sJ 6 2, FLAG OR FENCE CLEARING LIMITS 0 W 3, INSTALL SILT FILLER FABRIC FENCE. '4i' CEMENT CONCRETE O in H < 4. INSTALL CONSTRUCTIQN ENTRANCE. - i F�j y 5. EXCAVATE NAIVE TOPSOIL FROM A DEPTH NO LESS THAN 4" -?. GRIND &INLAY �/�L/J LLd V LL AND NOT GREATER THAN 1 FOOT FROM THE ORIGINAL GROUND, AS SHOWN ON �F4 I 6AWCDT ENE ^- ---- {� ------- W W AND STOCKPILE AT THE APPROVED LOCATION TREES a a SHEET Cl OF THE APPROVED PLANS. CLEARING UNITS ryy,� 6, CLEAR AND GRADE THE SITE DURING WET SEASON, DO NOT I SILT FENCE Z > y CLEAR ANY MORE AREA THAN CAN BE STABILIZED. PER TEST PIT © Q W i EROSION CONTROL PLAN, IN A GIVEN WORKDAY. I o PERK FILTER H- 7. INSTALL SEWER, STORM, ROLE' DRAINS AND WATER IN i DO a ACCORDANCE WITH THE APPROVED PLANS. I 8. INSTALL INLET PROTECTION FOR NEW CATCH BASINS PER THE Q m APPROVED PLANS. " 9. REMOVE CONSTRUCTION ENTRANCE AND CONSTRUCT ONSITE AS p v AND OFFSET ASPHALT CONCRETE PAVEMENT PER APPROVED -BUILT a V) PLANS I REVISION 10. SEED, FERTUZE, AND MULCH OR STRAW ALL REMAINING Designem CAD DISTURBED AREAS I Drawn. JEH 11. AFTER SITE HAS BEEN PERMANENTLY STABILIZED, CLEAN CITY OF AUBURN APPROVALS Checked: DIPS STORM DRAINAGE SYSTEM REMOVE INLET PROTECTION (OB Soele: 1"=20' - INSERTS), IT IS SUGGESTED THE CB INSERTS REMAIN DURING _1 bg THIS PLAN SET FOR PROJECT GRA20-0032. SHEET i TO 5ARE APPROVED FOR CONSTRUCTION BY: Bete; Wi 6/24 THE HOME CONSTRUCTION PHASE AND CLEANED PERIODICALLY _ �^•'� 07/30/2024 Job No.. 19145 19145 12. PAVE DRIVEWAY. CALL 48 HOURS JACGBSWEEFING, P.E., CITY ENGINEER: a 13. 14. CONSTRUCT HOUSE. AMEND SOBS � C 07/30/2024 sheet Ne.: 15. REMOVE All TEMPORARY EROSION CONTROL FACTURES. BEFORE YOU DIG ELIZABETH CHAMBERLAIN, P.E., DEV. REVIEW ENGINEER: cal 16. CALL FOR FINAL INSPECTION FROM THE ENGINEER AND THE DIAL 811 20240731 CITY OF AUBURN SITE LEVEL OPMENT INSPECTOR. ALEXANDRIA D TEAGUE, AICP, PLANNING MANAGER: "s 103835 7'W- 1 of 5 Sheets GENERAL NOTES I. CONSTRUCTION SHALL CONFORM TO THE CITY OF AUBURNS REQUIREMENTS AND BE IN ACCORDANCE NTH THE APPROVED PLANS ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER OF RECORD, AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTTON (CURRENT EDITION' EXCEPT MERE SUPPLEMENTED OR MODIFIED BY THE GAYS CONSTRUCTION STANDARDS MANUAL COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION, 3, A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE. START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931- 3010, TO SCHEDULE A MEETING. 4. UNLESS STATED OTHERWISE, LOCATIONS SHOWN FOR EXISING UTILITIES ARE APPROXIMATE THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE. THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY UNES. IDENTFICATICAN, LOCATION, MARKING, AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (ROW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR SILTY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE, AND CABLE). 5. IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PLANS, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. IF THE CITY BEIUEWS THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, A SEPA AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS AND DETERMINE MITIGATION REQUIREMENTS BEFORE BEGINNING WORK, HAUUNG MAY BE LIMITED TO APPROPRIATE OF -PEAK HOURS OR ALTERNATIVE ROUTES, AS DETERMINED BY THE CITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THE PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSIRUCION SURVEYING FOR EXTEN51ONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIML ENGNEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS RECORD CONSTRUCTOR DOCUMENT' HANDOUT. STANDARD STORMWATER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF AUBURN STANDARDS AND THE 2008 STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA) AND AS AMENDED BY THE MUNICIPALITY. 2. CALL THE UNDERGROUND LOCATE LINE (811) A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH THE MUNICIPALITY. ANY SIGNIFICANT DEMAION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE MUNICIPALITY. 4. A COPY OF THE APPROVED STORMWATR PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. IT SHALL BE THE SOLE RESPONSBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE MUNICIPALITY'S RIGHT-OF-WAY. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REWIRED PERMITS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS FOR TRAFFIC CONTROL & SAFETY WHEN WORKING IN THE ROAD RIGHT-OF-WAY. S. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, STANDING GROUNDWATER, OR SEVER DISCREPANCIES FROM SOIL LOG DESCRIPTIONS AS NOTED ON THE PLANS. 7. FOR PUBLIC SYSTEMS, THE CONTRACTOR SHALL CALL FOR INSPECTION 48 HOURS PRIOR TO COVERING ANY DRAINAGE STRUCTURE. B. ALL DRAINAGE STRUCTURES, SUCH AS. CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE MUD LOCKING LIDS, KANG-COVLIN PROPERTY A PORTION OF THE SE 1/4 OF THE HE 1/4 OF SECTION 14, TOWNSHIP 21 N, RANGE 04 E WILLAMETTE MERIDIAN, KING COUNTY, WA. CONSTRUCTION NOTES 1. IT WILL BE THE APPLICANTS OR HIS AGENTS RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES TO COORDINATE CONSTRUCTION. 2. ALL UTILITY RELOCATION WORK SHALL BE AT THE EXPENSE OF THE APPLICANT AND MUST BE IN ACCORDANCE WITH THE CITY OF AUBURN STANDARDS. ANY REVISIONS TO THESE PLANS MUST BE RENEWED AND APPROVED BY THE CITY OF AUBURN PRIOR TO ANY IMPLEMENTATION IN THE HELD. 3. UPON COMPLETION OF THE PROJECTS PRIVATE STORM DRAINAGE SYSTEM, A'LETTER OF COMPLETW", SIGNED AND STAMPED BY A PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON, MUST BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO ANY ISSUANCE OF A FINAL OCCUPANCY PERMIT PRIOR TO RELEASE OF ANY FINANCIAL GUARANTEE POSTED BY THE APPLICANT. 4. BEFORE WORKING IN THE CITY RIGiT-OF-WAY, THE APPLICANT SHAD_ a. OBTAIN A GENERAL PERMIT FROM THE CITY. S. SUBMIT A NNANCIAL GUARANTEE TO THE CITY TO ASSIURE SATISFACTORY COMPLETION OF THE WORK. c PROVIDE PROOF OF UABILITY INSURANCE IN AN AMOUNT REQUIRED BY THE CITY OF AUBURN. 5. THE CONTRACTOR SHALL NOTIFY THE APPLICANTS ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, STANDING GROUNDWATER, OR SEVERE DISCREPANCIES FROM SOIL LOG DESCRIPTIONS AS NOTED ON THESE PLANS. & EXCAVATION STANDARDS CUT SLOPES SHALL GENERALLY BE CONSTRUCTED NO STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL (21) THE CITY MAY APPROVE STEEPER SLOPE AFTER A GEOTECHNICAL ANALYSIS IS PERFORMED JUSTIFYING A STEEPER SLOPE. 7. ALL STANDARDS o. ALL SLOPES SHALL BE CONSTRUCTED NO 57EEPER THAN TWO HORIZONTAL TO ONE VERTICAL (2:1). THE CITY MAY APPROVE STEEPER SLOPES AFTER A GEOTECHNICAL ANALYSIS IS PERFORMED JUSTIFYING A STEEPER SLOPE. TEMPORARY FILLS FOR PRELOADING OF BUILDING PADS MAY USE A SLOPE ONE AND ONE HALF HORIZONTAL TO ONE VERTICAL (1.5:1). E. ALL SLOPES SHALL BE STABILIZED BY TERRACING, CAT TRACKING, JUTE MAT, GRASS SOD, HYDROSEEDING, OR BY OTHER PLANING OR SURFACING MATERIALS ACCEPTABLE TO THE CITY. PREPARATION FOR FILL PRIOR TO ANY FILL BEING PLACED, ALL VEGETATION, TOPSOIL AND OTHER UNSUITABLE MATERIAL SHALL BE REMOVED UNLESS DICTATED OTHERWISE BY THE GEOTECHNICAL ENGINEER. WHERE FILL IS BEING PLACED ON EXISTING SLOPES GREATER THAN FIVE HORIZONTAL TO ONE VERTICAL (50), A GEOTECHNICAL ANALYSIS SHALL BE PERFORMED. U.': 1 AL ALL MATERIAL SHALL BE PLACED IN LIFTS OF NO MORE THAN TWELVE INCHES (12') AND COMPACTED TO NINETY PERCENT (90%) OR GREATER OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 MODIBED PROCTOR OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. SETBACK FROM PROPERTY LINES THE TOE OR CATCH POINT OF ALL FILL SLOPES SHALL BE SET BACK FROM THE SITE BOUNDARY LINE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS A RETAINING WALL IS DESIGNED BY THE ENGINEER AND CONSTRUCTED FOR THE PROJECT. FILL DEPTH SET BACK DISTANCE UNDER 5 FEET 2 FEET 5-40 FEET HEIGHT/2 OVER 40 FEET 20 FEET 8. COMPACTION OF ALL SHALL BE COMPLETED BY A LICENSED CONTRACTOR AND VERIFIED BY A GEOTECHNICAL ENGNEER. 9. IN CONSIDERATION OF ON -SIT SOILS (GLACIAL ILL) FOR REUSE AS STRUCTURAL FILL, AN OVER-OPIMUM CONDITION OF NO MORE THAN ROUGHLY 3 TO 4 PERCENTAGE POINTS OVER OPTIMUM IS RECOMMENDED. IF NECESSARY, IMPORTED MATERIAL USED FOR STRUCTURAL ALL SHOULD CONSIST OF A WELL -GRADED, GRANULAR MATERIAL WITH FINES CONTENT OF LESS THAN 5% SOILS MAYBE MOISTURE CONDITIONED NA SOIL AERATION OR CEMENT TREATMENT (WHERE ALLOWED) IF ON -SITE SOILS BECOME TOO WET. THE CONTRACTOR SHOULD BE MINDFUL OF MOISTURE CONTENT AND PROTECT SOILS FROM SURFACE WATER WRING PERIODS OF RAIN WITH PLASTIC SHEETING. 10. A GEOTECHNICAL ENGINEER ARE TO MONITOR GROUNDWATER SEEPAGE AND MAKE RECOMMENDATIONS IF EXCESSIVE SEEPAGE IS ENCOUNTERED DURING CONSTRUCTION. TEMPORARY EROSION AND SEDIMENT CONTROL NOTES WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES THESE FACILITIES SHALL BE MAINTAINED AND UPGRADED, IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. Z THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS, ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4, THE TEMPORARY EROSION CONTROL FACIUTIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER Ott APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FAULTIES, 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE. DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. 6. NO TRACKING IN THE ROADWAY IS ALLOWED. IF SEDIMENT IS TRACKED ONTO THE ROAD, THE ROAD SHALL BE THOROUGHLY AND IMMEDIATELY CLEANED BY SHOVEIUNG OR PICKUP SWEEPING. TRANSPORT SEDIMENT TO A CONTROLLED SEGMENT DISPOSAL AREA. KEEP STREETS CLEAN AT ALL TIMES. 7. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM MAY I TO SEPTEMBER 30. AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULE TO REMAIN UN -WORKED FOR MORE THAN SEVEN (7) GAYS SHALL BE STABILIZED. FROM OCT08M 1 TO APRIL 3D EARTHWORK ACTIMTIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE EXPOSED SOILS THAT WILL REMAIN UN -WORKED FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED IMMEDIATELY. SOIL LOGS TAKEN 06-27-18 BY KOTH PELZEL SL 1 00-20' FILL - BLACK ROOTED LOAM 20-29" BROWN ROOTED LOAMY FINE SAND 29+" MOTTLED TAN GRAVELLY ILL SL 2 00-60' ALL 60-99' TAN ROOTED GRAVEL. LOAY FINE SAND 99+' MOTTLED TAN GRAVELLY ILL SL 3 0 0 -0 G' B LACK ROOTED GRAVELLY LOAM 0 G-28 " BROWN ROOTED GRAVELLY LOAMY FINE SAND 28-34" MOTTLED BROWN ROOTED GRAVELLY LOAMY FINE SAND 34 +" MOTTLED GREY GRAVELLY ALL SL 4 00-06 FILL - BLACK RD01ED LOAM 08-27' BROWN ROOTED GRAVELLY LOAMY FINE SAND 27-51 MOTTLED BROWN ROOTED GRAVELLY LOAMY FINE SAND 32+' MOTTLED GREY GRAVELLY ILL SOIL LOGS TAKEN 10-12-18 BY KEITI PELZEL SL 6 00-08' BLACK ROOTED GRAVELLY LOAM 08-22' BROWN ROOTED GRAVELLY LOAMY FINE SAND 22-31 TAN ROOTED GRAVELLY LOAMY FINE SAND 35-40' MOTTLED TAN ROOTED GRAVELLY LOAMY FINE SAND 40+° MOTTLED GREY GRAVELLY ILL SL 7 00-DB' MACK ROOTED GRAVELLY LOAM 081 BROWN ROOTED GRAVELY LOAM Y FINE SAND 27-32" TAN ROOTED GRAVELLY LO AMY FINE SAND 32-36" MOTTLED TAN ROOTED GRAVELLY LOAMY FINE SAN 36+" MOTTLED GREY GRAVELLY ILL SL 8 00-04' BLACK ROOTED GRAVELLY LOA 04-W BROWN ROOTED GRAVELLY LOAMY FINE SAND 16-23" TAN ROOTED GRAVELLY LOAMY FINE SAND Z3-26" MOTTLED TAN ROOTED GRAVELLY LOAMY ARE SAN 26+" MOTTLED GREY GRAVELLY TILL fir. 1. Recast cmcele structure mil INS meassfio ed In erccNenmwlth PSTM Desgedm CBST ant C058. 2. Pork Rftnr'"C& basin shall ha sadletl Win said plans omr. PYae-PoofBmlesand gala plat covet. 9. InW Pl*s) nay III dsvica on Wee III a the wet Drambs. CLAIM opals) may exit on al four sides, All pipe Is 01? msdmum. 4. Inlat a,embur shell W wpPllad with a wn edeeremme Ending water behxaenstowl event. 6. Pak Filler" PaMtlBe shy ha m 1mmod In wcmdencs WMm rarfvEmr IemmandMrw, B. For depths less than the speclflsd minimum contact OlMcaalee Stomavetsr SauNons As anPneemg eaemtense. it Treatment Flow Rates shown conform to Washington State GUILD Specifications. »Lao __= zoo' .., s III Gzsoo9 1 L.._. � 1� __ __ _ J� sns uwc 1I { Id'WIDNi"' °I've xD�rc°aa WE DUAL A � MRP- C4FMAI er v' Pow. I ww sa n„ anu* nr� � CIDD''IMPIDA E rnawl Lixeiw'arixs L YINMI * I k7n n Harz soP w __1cunan 012 u:. 5.c:r w.co [ a Is eva n.ow [ 7 Perk Filter' Concrete Catch Basin 10 stam1� solution Washington State GULD 25 EASEMENT I� bI CENTERUNE OF SHARED 'F�•,5, DRIVEWAY & EASEMENT FD 10, 10, 2.5' IOU & r-ASPHALT WEDGE I , HI% 2' e 11 /� NOTE 4" CL 1' CONTRACTOR SHALL PERFORM CAR TESTS i0 VERIFY CAR VALUES 7.5' CSBC PRIOR TO ANY PAVING OR SUB -BASE WORK PER C.O.A. OS 10.08. III S 329TH PL SNARED ACCESS SECTION N.T.s. (PRIVATE) AS -BUILT LEGAL DESCRIPTION (PER STATUTORY WARRANTY DEED FILED UNDER RECORDING NUMBER 20180509000789). THE WEST 110 FEET OF THE EAST 250 FEET OF THE SOUTH 115 FEET OF TRACT 63. WEST AUBURN FIVE ACRE TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 15 OF PLATS, PACE 12. IN KING COUNTY WASHINGTON. TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER THE NORTH 25 FEET O THE SOUTH 140 FEET OF THE EAST 250 FEET OF SAID TRACT 63. SITUATE IN THE CITY OF AUBURN, COUNTY OF KING, STATE OF WASHINGTON. SURVEY NOTES BASIS OF HEARINGS HAD 83-91 (PER THE CITY OF AUBURN). E NWASHINGTONETWORK. STATE PLANE, NORTH ZONE, VERIFIED T CPS PLACE PER THEN 805 007 STATE REFERENCE NETWORK. THE MONUME TO CENTERLINE 9 SE 329TH PLACE (COT) MEN 805-00] AT THE INTERSECTION OF BE 329T1 PLACE TO (COA) 805-009 CENTER OF SAC (C THE EAST END OF SE 329T1 PLACE O 589'5Y50'W. A 115 MON 805-007 115127.275 151 MON 805-009 91'15'46'(R-i) N 128374958 N 128 2 51.7 E 1283]4] 803 E 12B4251.A5 VERTICAL DATUM NAVD88 (PER THE CITY OF AUBURN), (VERIFIED BY CPS PER THE WASHINGTON STATE REFERENCE NETWORK). PROJECT BENCHMARK: MONUMENT IN CASE, NAIL IN CONC, DOM 0.7' AT THE CENTER OF SAC EAST END OF S. 329TH PLACE ELEVATION 395.0 (COA). MEASURED CPS 395.84. SITE BENCHMARK: 5/8' REBAR, NO CAP, NORTH SIDE OF S. 329TH PLACE AT APPROX. CENTER OF SITE, (SHOWN HEREON) ELEVATION 329.32. w j LLI METHODS k EQUIPMENT o Q THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDELINES OF THE 'SURVEY RECORDING ACT', r �uRi y CHAPTER 58.09 RCW AND 332.130 WAG METHOD: FIELD TRAVERSE AND CPS OBSERVATIONS IN SEPTEMBER AND OCTOBER, 2019 EQUIPMENT USED: GEOMAX ZOOM 90 TOTAL STATION AND CARLSON BRX6+ GPS ALL INSTRUMENTS Jr) UTILIZED DURING THE COURSE OF THIS SURVEY ARE MAINTAINED IN CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS CONTOUR INTERVAL: 2 FOOT, DERIVED FROM DIRECT FlELD OBSERVATIONS. CONTOUR ACCURACY: NATIONAL MAPPING STANDARDS. AUTETES SHOWN ARE FROM VISIBLE FIELD OBSERVATIONS. RE9ffENCES La (R-1) CITY OF AUBURN BOUNDARY LINE ADJUSTMENT FILED UNDER RECORDING NUMBER 2011D728900002. MONUMENT IN CASE (R-2) RECORD OF SURVEY FILED UNDER RECORDING NUMBER 8608089005. NAIL IN CONC. DOWN 06' (R-3) RECORD OF SURVEY FILED UNDER RECORDING NUMBER 9105239010. (COA 805-00]) (R-4) UNRECORDED SURVEY OF SIZE BY 4 SITE SURVEYING, LLC, JOB NUMBER 18130 DATED 7-26-18. KANG-KOVLIN PROPERTY TOPOGRAPHIC SURVEY A PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN KING COUNTY. WASHINGTON SE 329TH PL. WW57'05'W _ 503.99'(M, R-1) SB959'3]'E 130].]7'(R-1) HELD 1307.49'(R-2) 1307.24'(R-3) S 328TH ST MONUMENT IN CASE NAIL IN CONC. DOWN 0.]' (COA 805-009) ELEVATION 395.8 PUBLISHED ELEVATION 395.84 MEASURED CPS MONUMENT NOT FOUND i rc (R-5) PLAT OF WEST AUBURN FIVE ACRE TRACTS RECORDED IN VOLUME 15 OF PLATS, PACE 12. HOUSE (7 1 I I: III � HOUSE I I VOi IIII \ (2) 15' INGRESS EGRESS _4I0 GRAVEL R } l II \ AND UTILITIESEASEMENTS ' R BAR -J�(1 iB REC. NO 5663850 (R-1) NO CAP, SITE BENCHMARK Y('� _ ELEV. 392.32 10' INGRESS. EGRESS` N AND UIILITES EASEMENT IE-373.85 \ Q \ \ \ N 30' SOCUL 8 CONC HEADS S REC 0. 5320033 0 o GRAVEL S89'SB'25'E 1 r �° 1PF \ R SLOP ' _ 30.01• - _. GRAVED _TN \T - GRAVED NOe� GRAVEL`- 5 WYIOD X _` \ 5' WOOD\ �S --L-=� �._'-�� �_ \ \ \ �. (/) �\ - - - - - - -\-.- _ -.�J) \ ` \ \ �P \ P P -'� p - - - p \ gR I © W GRAVEL o-�-__� -�-- -- \ __-.J I > -_ - - - - GRAVEN \ S 329TH PL. n GRAVEL Q AR I - ( - X- 4' AINUNK 1 X- ,\� 4 C!(AMUNK \ ` 106_ ( (� / IE=3]2.13 / \ \ ,�S B \ �'18j �� wM19'SB 25 E� Wy011G.03' `Ap m� 589'S8'25'E 140.04' Ln / ISOCUL 8 C HEADS N \ l2' MA E mU I 1 REBARk AP \ 25' INGRESS. EGRESS 58958'25'E LS 29538, \ \ �`Y B' M,9PLE ( \ \ LS 29538, AND UTILIPES A M N 1.35' N. k 1.53' W. \ 0 ' ( f L I 1.01' N. k 1.60' W. REC. NO. 5287996, 30.01' �,/l2' MAPLE MA LE � \ 20 FIR \ m ®``�}�a•\�FI 1 WMAPLEy`y/ � MAPLF(3) j , 1 l I N" \ \ \�A 24' FIR` 1@EKYp�6L FIR 8' MA /�L B'IMAPLE \ I �4Oq D. 12' IR C��CCC��""�" M / (\ \�Po 9262$OQ350 Ia• MAPLE 9 N 1 1 ` 10' MAPLE I a' o J \ \\ 1 \ \ \ (�14• MAPLE 0.2' 9262800349 I \ 9262800346 \ 3 ram_-� 7�- FIR• \ \ \ \ \ �12'(MAPLE\ H S ) \ 014� MAPLE Wm d� `.J` I w• I \ \ \ a�, s � \ ®� m \JPa � Q I a D•O� \\ / U ER L\1 a\\ \\ \\ \\\\ MI�pL\e) I �\ MA E CL�i � \ \ \ \ \ \ \\ 3\ O I 30 30• \ \38g Ia 0.6' J� wSEE ' 18'E 110.03'w am 1 I b 1 2" RE AR GAP 368 O 4 " LS 29536ARhCAP LS 29538, 1.31' N. k 2.00' W. 1.01' N, k 1.]]' W. 9262800375 S89'59'31'E ^ 3' SURFACE BRASS 3380'(R4) WITH '%', 0.34' S. NOF 33380(R-4) 1CALC. INTERSECTION I/, 3' SURFACE BRASS I WITH PENCHMARK TPN: 9262BW350 NO ADDRESS AUBURN, WA INDEX: NW 1/4 OF THE SW 1/4, SEC. 14, TWP 21 N.. R. 4 E.. W.M.. KING COUNTY, WASHINGTON. LEGEND B FOUND MONUMENT (AS NOTED) 0 FOUND 1/2- REBR&CAP (AS NOTED) (M) MEASURED DISTANCE (R-1) REFERENCE SURVEY BTWTJ WATER METER WATER VALVE f,Z FIRE HYDRANT SIGN pME MAILBOX TELEPHONE RISER OP POWER VAULT E- GUY ANCHOR O UTILITY POE TEST PIT DECIDUOUS TREE EVERGREEN TREE - X FENCE (AS NOTED) EDGE OF PAVEMENT - P OVERHEAD POWER CONCRETE CXnCooa ROCKERY LAND SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A TOPOGRAPHIC SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN SEPTEMBER AND 0WELK, ZU111. yo CHARLEI E. D NE, PLS T CERTRCrlL NO. 50986 STANDARD EROSION CONTROL N01M KANG-COVLIN PROPERTY GRADING AND EROSION CONTROL NOTES 1, ON -SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBUTY OF THE DEVELOPER. ANY 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FADUTES INDICATED m o u s° o PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPALITY A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SECTION 14, TOWNSHIP 21 N, RANGE 04 E ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER SHALL BE CORRECTED BY THE APPLICANT AND/OR THE CONTRACTOR. WILLAMETTE MERIDIAN, KING COUNTY, WA. CONSTRUCTION ACTIVITIES. THESE FACILRES SHALL BE MAINTAINED AND UPGRADED, IF NECESSARY, TO 1 iaoh = 90 feet 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, All CONSTRUCTION INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT WON WTHIN ME DEVELOPMENT THAT WILL AGGRAVATE THE SMADON MUST CEASE AND THE MULCHING NOTES PROPERTIES, NATURAL DRAINAGE WAYS, OR THE DOSRNG CITY STORM DRAINAGE SYSTEM. APPUCANT/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MEIGATON MEASURES CONSTRUCTION SEQUENCE RESTORATON ACFMTY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RESTRICT. 1. MULCH MATERIALS USED SHAH BE MAY GR STRAW APPLIED AT A RATE a ]5 TO iW BE PER 1000 SF 1.51E 2.5 TONS PER ACRE. NOTE: ALL BUILDING PERMITS FOR WALLS MUST BE APPLIED FOR AND ISSUED PRIg2 LLD 2. THE SOURCES FOR ALL MATERIAL IMPORTED LLD THE SITE SHALL BE APPROVED BY THE CITY. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE 2 MULCHES SHALL BE APPLIED IN All AREAS WITH EXPOSED SLOPES GREATER TREQUESTING A PRE -CONSTRUCTION MEETING. INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SEE PREPARARON. THAN 2:1. 3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON 3. MULCHING SHALL BE USED IMMEDIATELY AFTER 9IOING OR M AREAS WHICH CANNOT BE 1. ARRANGE AND ATTEND A PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTARON. TIE SEEDED BECAUSE OF TIE SEASON. FRANCHISED URIU MES (TELEPHONE, POWER, GAS, CABLE TV, ETC.) CONTRACTOR AND REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS ADDITIONAL DRAINAGE AND EROSION CONTROL APPLICANT/CDNTRACTOR SHALL INSTALL ADDITONAL FADUTES AS NECESSARY TO PROTECT 4. ALL AREAS MEETING MULCH SMALL BE COVERED BY NOVEMBER 1. OWNER'S REPRESENTATIVES. FACULTIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBNTY SYSTEMS. PLASTIC COMING NOTES 2. CONTRACTOR AND THEIR CESCL ARE RESPONSIBLE FOR ENSURING AND DIRECTING TESL OF THE PERMITEE. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LOUD DISTURBING MEASURES DURING GRA PERMIT CONSTRUCTION. ACTT AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING 5 DAYS All 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE 4. THE TEMPORARY EROSION CONTROL EIGHTIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION DISTURBED AREAS MUST BE IMMEDIATELY TREATMENT AP WITH MULCHING, GRASS PUNTING GR REQUIREMENTS GR THE STATE STANDARD SPECIFICATIONS SECTION 9-14.5. 3. ROUGH GRADE ROADWAY PER THE APPROVED PLANS, MAINTAIN EROSION CONTROL (RETENTION IF INFILTRATION SYSTEM IS USED), CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL OTHER APPROVED MOROMIL CONTROL TREATMENT Y DURING i0 THE S O W YEAR IN OUESTICN. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS GR MEASURES IN ACCORDANCE WITH CITY OF AUBURN STANDARDS AND MANUFACTURERS GRASS SEEDING ALONE WILL IN ACCEPTABLE ONLY DURING THE MONTHS OF AP HE THROUGH TIRES ON ROPES MITI A MAXIMUM 10-FODT GRID SPACING IN ALL DIRECTIONS. ALL SEMIS SHALL RECOMMENDATIONS. SITE VIN ALL TEMPORARY IS COMPLETED. AFTER Gtt APPROVAL. THE CONTRACTOR WILL BE RESPONSIBLE FOR _ THE APFR, INCLUSIVE SIDING MAY PROCEED,HOWEVER,GMTIED WHENEVER IT IS IN THE INTEREST OF REMOVING ALL TEMPORARY FAgLIRE4. w THE TREATMENT. NT/CONTRACTGR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, GR OTHER BE TAPED AM WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE A (EAST A 12 NCH 04IIWAP 7REATHENT. W ALL SEAS' 4. INSTALL STORM DRAINAGE SYSTEM. PROVIDE INTERIM SEDIMENTATION PROTECTION FOR 5. THE CONTRACTOR WILL BE REQUIRED LLD WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS 6. ME PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING 3. GEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN ALL NEW CATCH BASINS MONITOR AND CLEAN THROUGHOUT CONSTRUCTION PHASE. AS A RESULT OF WILL BE REQUIRED ACTIVITY. THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES NAM BRIGHT COLORED FLAGONS. NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABUSIED. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PUN AND AS RAGGED q, WHEN ME COVERING IS USED ON UN -SEEDED SLOPES, IT STALL BE KEPT IN PLACE UNTIL ME 5. INSTALL WATER METER FOR FUTURE HOME IN ME FIELD. 6. NO TRACKING IN THE ROADWAY IS ALLOWED. IF SEDIMENT IS TRACKED ONTO THE ROAD, THE ROAD SHALL NEXT SEEDING PERIOD. 6. INSTALL REMAINDER OF NEW UTILITIES (POWER, GAS, ETC.) BE THOROUGHLY AND IMMEDIATELY CLEANED BY SHOVELING DR PICKUP SWEEPING. TRANSPORT SEDIMENT 7. THE COUNTY SHALL BE RESPONSIBLE FOR ME INSPECTION ROL ACCEPTANCE OF ALL CLEARING 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES N ORDER TO TO A CONTROLLED SEDIMENT DISPOSAL AREA. KEEP STREETS CLEAN AT ALL TIMES AND READING WORK AND EROSION AND SEDIMENTATION FOAL CONTROL HOURS FACILITIE VA APPLICANT PREVENT SURFACE WATER ROW BENEATH SHEETS. 7. FINAL GRADE AND PAVE ROADWAY INSTALL CURB AND GUTTERS WITH DRIVEWAY CUTS. ANCOR CONTRACTOR STALL N NOTIFY THE COUNTY FORTY -TONG HOURS IN ADVANCE OF EACH RE IRED EROSION AND SEDIMENT CONTROL INSPECTION. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR POPS AND DISLODGED ENDS 7. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE GE WAYS, FOR EROSION AND SEDIMENTATION INSPECTION NO.1 -INSTALLATION OF EROSION CONTROL FACIUTIES/PRIOR TO CLEARING. B TREESHYDROSEEDR WORKED ROVED LA OF SITE. INSTALL LANDSCAPING AND PLANT STREET IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, SCHEDULE: THE IXOM M Cltt STORM DRAINAGE INSPECTION NO.2 - UPON N GR NEARING. EROSION CONTROL SEEDING (N1DR03EIDNG) 1RE:4 PER THE APPROVED LANDSCAPING PLANS. MAINTAIN IESC MEASURES. SYSTEM MUST L STABILIZED ACCORDING TO THE FOLLOWING REMAIN FROM MAY E TO RE THAN 30, a a a a z INSPECTION N0.3 -UPON OF COMPLETION OF EXCAVATION, F111NG AND EARTHWORK. AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULE TO REMAIN UN -WORKED FOR MORE THAN INSPECTION NOAINSPECTION - O.5 - A N OF PROTECT. 1. HYDROSEEDING SAL BE APPLIED TO SLOPES INDICATED OR AS NEEDED. 9. CLEAN STORM DRAINAGE SYSTEM, REMOVE REMAINING TESC MEASURES AFTER INSPECTION CIFI A AS NEEDED TO REQUIRE COMPLIANCE WITH APPROVED PUNS 2. HYDROSEDING To BE ME FOLLOWING MIXTIRe SEVEN (7) DAYS SHALL BE ORDER T ED. FROM SOIL E R 1 UD APRIL 30 EARTHWORK THAT ACRMRES I SHALL BE AND/OR SPECIFICATIONS. (GOES NOT BEO11RE ADVANCE NOTICE) THOROUGHLY CLEANING ALL PAVED SURFACES AND THE INSPECTOR HAS APPROVED THE CONDUCTED IN STAGES IN ORDER i0 MINIMIZE SOLI EXPOSURE. EXPOSED SOILS THAT WILL REMAIN STORM DRAINAGE SYSTEM. UN -WORKED FOR MORE THAN TWO 2 DAYS SHALL BE STABILIZED IMMEDIATELY. B. ALL WORK ASSOCIATED WITH STATER MA THE MANAGEMENT AREAS SHALL BE IN ACCORDANCE TYPE OF PROPORTIONS PERCENT PERCENT ( ) WITH ME FORCE COUNTY STORYWATER MANAGFMENi MANUAL. MIXTURE BY WEIGHT PURITY GERMINARON pe S`Il _ _ _ _ _ 58938'S2°E _ _ _ _ g 3�TM 50938S2"E _ ^E 9. ALL NECESSARY FACIullE4 SHALL BE MAINTAINED ON SIZE TO PREVENT D®RIG DUST, AND REDTOPANNUAL (AGROSTS MBA) 10% 98% 90% 1307.77'(R-1 HELD 33884'(C) 3" SURFACE BRASS q¢•'R� S, MUD FROM ACCUMULATING ON THE PUBUC RIGHT-OF-WAY. ANNUAL RYE (LOIUM MULTRORUM) 40% 91y% 90% I A 1 1307. s'(I�-2) � - - 33e.eD'(R-a) WITH 'x', 0.34' S. of STRAW / HAY BALES BARRIERS CHEWING FESCUE 40% 97% 00% 1307.24(R-3) Iy CALL. INTERSECTION 1. BALES SMALL BE PLACED IN A SINGLE ROW. LENGTHWISE. ON ME CONTOUR, WTH ENDS DF (FESTUCA RUBS COMMUTATA) 88'39'4Y CC '0y 470 5 ¢ ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. (JAMESTOWN BANNER, SIODOW, OR KOKET) 9115'46'(R-1) 88'39'42°( -1) A WHITE DUTCH CLOVER (TRIFOLIUM REPENS) 10% 96% 90% L/ co TOrva iSfW'\ Z ALL BALES SHALL BE EITHER WIRE -BOUND OR STRING -TIED WITH BINDINGSAgRE. ORIENTED AROUND 3, APPLICATOR TO BE 100 IBS 1 �w THE SIDES RATHER MAN ME TOPS AND BOTTOMS OF THE BALES. THIS WILL PREVENT RAPID / DETERIORATION OF ME BNDINGS. 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 20DO LBS/AGRE MULCH TJJ Q 5� 3 THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SOUL BE EXCAVATED THE AMIIlXTURE LBS/ACRE SOIL STABILIZER TO BE APPLIED NTH STUD a I _^ Q 0 LENGTH AND WI OF THE PROPOSED BARRIER TO A DEPTH OF AT (FAST 4 INCHES. AFTER THE ^ Io BALES ARE STAKED AND CRACKS BETWEEN BALES CHINKED WTH EXTRA STRAW AS NECESSARY, i e0 I� THE EXCAVATED SOIL SHALL BE BACKFlLLFD AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO ME GROUND LEVEL ON ME DOWNHILL SIDE AND SHALL BE BUILT UP TO 4 INCHES AGAINST THE UPHILL SIDE OF THE BARRIER. 4. EACH BALE SMALL BE ANCHORED BY AT LUST TWO (2E STAKES OR REBARS DRIVEN THROUGH MONUMENT IN CASE eeCC �n��yXR�A�{C�� pL MONUMENT IN CASE 1 THE BALE ME FIRST STAKE IN EACH BALE SHALL BE WIN TOWARDS THE PREVIOUSLY LAID NAIL IN GONG, BE A)lJlfl 1 L NAIL IN GONG I y Z F� BALE IN ORDER TO FORCE THE BALES TOGETHER. / MIN a m DOWN O.6' S.95T50°W ��® DOWN 0.T N�� NOTES; GO 805-007 503.99'(M. R-1) (COA 805-009) ELEVATION 395.8 PUBLISHED 1. PUCE CONCRETE BLOCKS LENGTHWSE ON THEIR SIDES IN A SINGLE ROW AROUND ME PERIMETER OF THE INLET, SO ELEVATION 395.84 MEASURED GPS ` THAT THE OPEN ENDS FACE OUTWARD, NOT UPWARD. ME ENDS OF ADJACENT BLOCKS SHALL ABUT. THE HOGHT OF THE 'iVC o BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF BLOCKS THAT ARE 4 INCHES AND W 12 INCHES WIDE THE ROW OF BLOCKS SHALL BE AT LEAST 12 INCHES BUT NO GRATER MAN 24 INCHES HIGH. MOUSE I ICI 2 PLACE WRE MESH OVER THE OUTSIDE VERTICAL FACE (WEN END) OF THE CONCRETE ROCKS TD PREVENT STOVE FROM I L BEING WASHED THROUGH THE BLOCKS. USE HARDWARE CLOTH OR COMPARABLE WIRE MESH MAN 1/2-INCH OPENINGS to I \ 4101'S xl II GRAVEL 3. PILE STONE AGAINST THE WRE MESH TO THE TOP OF THE BLOCKS USE 3/h TO 3- INCH GRAVEL 4. PLACE WRE MESH OVER THE DROP INLET SO THAT THE WRE EXTENDS A MINIMUM OF I FOOT BEYOND EACH SIDE OF THE INLET STRUCTURE. USE HARDWARE CLOTH OR COMPARABLE WRE MESH WITH 1//2-INCH OPENING& IF MORE THAN ONE STRIP OF MESH IS NECESSARY. OVERLAP THE STRIPS PLACE FILTER FABRIC OVER 9E MESH. -\ " AA - -- - -wm \ g \ U INGRESS, EGRESS A _ - _ - wu / S. PLACE 3 4INCH GRAVEL OVER ME WRE MESH. THE DEPTH OF STONE SHALL BE AT LEAST 12 INCHES OVER THE ENTIRE \ \ �a = _ _ _ _ URLITES EASEMENT g -'- n G.V. - w \ \ - .�EC?NO. 5320033 o cRAVEL \ INLET OPEN NC. IX1EN0 ME STONE BEYOND THE INLET OPENING AT LEAST iB INCHES ON ALL SLOES. �L \ `� �. - - - ROQK3L¢PE _ __ 8. IF THE STONE ALTER BECOMES CLOGGED WM SEDIMENT, THE STONES MUST BE PULLED AWAY FROM THE IN AND - - \ \ I am GRAVEL } \r -' - w u �� - - - 15' INGRESS, EGRESS AND - - 4p ') CLEANED GR REPLACED. WOOn - \ \ \� n - a m GRAVELS \ - _ L - UTILITIES EASEMENT - g7 CHI J. - 5' Wood) - -\ - _ - -H _ -1- --- \ REC. NO. SEEMS \ f _ - ----.t -- -- - - - o: o TIR 0 1 �M-- GRAVEL \ \ - - - . - _ - - - _ - - _12� �a __�g _- $ _ _ _ _ _ HPR,,,�L$39THPLhWTEMPORARY CONSIRUCDON ENTRANCE \ PRIVAIE� ci G vEL UN PER COA DETAIL E-01 -_- \ A I v I I 0 H a- °6'.I�XI = W 25' INGRESS, EGRESS AND W DRAINAGE EASEMENT INSTALL CATCH BASIN \ 1 K _ UTILITIES EASEMENT GEC. �5139'S8' 5°E °� 7 \ _ \ \ \ I NO. 5287996 SILT CKNNTROL FENCE a v AFN INLET PR07E ON PER v / v 30.01' C DETAIL E-OJ vv / A }� V I PER COA DETAIL E-02 Z Z Z / A AYV A i EmEm (M.) BMP C233 �\ P If!! ai J J CD o c SILT CONTROL FENCE V v S� \MS•L1 1 1 i•R�Ii I 1 �rl 3 70FORARY CIE AND SWALE NOTES: T r�`ss PER ODA DETAIL E-02 U q\A `Y V� 1 1 A �' S I \ y (TYP.) BMP C233uj 1.SESEED AND MULCH SHALL BE APPLIED WITHIN 5 DAIS OF DIKE WNSTRUCTON (SEE\I \9262800350 \ \ N m \yo \ '¢ THE UPSLWE SIDE W THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3 \ \ I I \ \ I �„_, Iy Z N 2 \ 92628CO349 v 3E NO EROSION SHALL OCCUR AT ME DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS 9262800346NCESSARY. fv 1 \\ �\ \ \\ \ \ 4oz \ \ \ \ \ r' n 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENTMAPPING FACILITY 9JCN \ \ \ \ \ \ \ m AS A POND, TRAP, OR9Li FENCE AS APPRWPoAIE TO DRAINAGEAGEARE AFdA SIZE. I � _ O \ \ \ \ \ \ \ - I, I \\ Lk '64sj \,\q CLEAR ING LIMITSTDMPORARY CURL OUTLET NOTES 0.5AS-BUILT o 1. GRAVEL SHALL BE 5/8 INCH MINUS WASHED ROC(. A DYER OF FILTER FABRIC SHALL BE ,• z A \ \ \ \ I u CLEARING MMITS SILT FENCE a` c.T EMBEDDED IN THE GRA \ E I 1 . .I \ \ \ \ 7 O\\ \ PER DETAILe Designed: CAD 2 MINIMUM LENGTH IN FEET OF THE GRAVEL OUTLET STRUCTURE SHALL BE EQUAL TO SIX (6) \° )� \ \ \ \ \ I I \ \ (TW) PROPERTY LINE TIMES THE NUMBER OF ACRES W CONTRIBUTING DRAINAGE AREA. \ \. \ \ \ \ \ I I Checked: DES CLEARING LIMITS/SILT FENCE LOCATION PROJECT REF: GRA20-0032 3. THE MINIMUM INVERTELEVOF THE THE EL OUTLET SMALL NOT BE LESS THAN 6 INCHES LOWER THAN THE\HE DIKE.\ \\ II \\ \\ 1 Scele: 1":20' \ \ \ \ \ \ \ 3 TUTS THESE PLANS ARE APPROVED FOR CONFORMANCE Date: 05/20/22 4. WATER SLALL BE DISCHARGED FROM THE GRAVEL OUTLET ONTO AN ALREADY STABILIZED AREA \ ` \ \ \ \ \ \\ Bp WITH THE CITY OF AUBURN'S ENGINEERING DIVISION Job No.: 19145 GR INTO A STABLE WATERCOURSE. \ \ \ 3g0' REQUIREMENTS. Sheet No: 5. THE GRAVEL OUTLET STRUCTURE SHALL BE INSPECTED BY THE CONTRACTOR OR DESIGNEE AND 366, \ REPAIRED AFTER EACH RUNOFF -PRODUCING RAIN. THE GRAVEL MUST BE REPLACED WHEN THE \ \ \ \� APPROVED BY. !fA'>• `"- STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SEDIMENT ACCUMULATION IN THE GRAVEL \ './� J� ,;, S89 'LLB"E ,;, 110.03 H JP T 05M23/2022 �3fi8-'° o m \ o DATE APPROVED: 4 of 5 Sheets 410 It 390 38D EX 23LF I 13F -SF12' 37C i KANGmCOVLIN PROPERTY A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SECTION 14, TOWNSHIP 21 N, RANGE 04 E WILLAMETTE MERIDIAN, KING COUNTY, WA. CRAWL e ASPHALT TRANS11ON DRAINAGE EASEMENT TAPER RATE 211 1 AI - WOOD O wood 5woaa- - - \ 1 9115'45°(R-I) DO I` gQ �IOT�Z p Y� MONUMENT IN CASE NAIL IN CONC, QOWN 0.6' ` COA 805-007 SE 3SM PL S89657T VW 503.99'(M, R-1) ICI GRAVEL RISTML OM3-R 12°x36° STRIP 1y PER SECTION 2C.70 OF -ffATTA04 TO POST BW=383.00 BLOCK WALL _ AV V ° BW=390,W -�I GRAVEL m 4t 4f, 1 - I 140 SEPTIC TANKS RI -SB9.21 _ 22LF 6° PVC 0 1,14% _ S89158'520E _ 1307.77'(R-1 HELD 1307.49'(-2) 1307.24'(R-3) CASE S 348TH ST I B PUBLISHED - - -- - - � T qU MEASURED GPS IN N / REPLACE EXISTING STREET NAME SIGN PER ODA 1G' INGRESS, EGRESS AND - _-__ _ _ wM !�' DESIGN STANDARDS T-26 UTILITIES EASEMENT 'o a GRAVEL �V l . Qx NO. 5320033 _ _ _ _ - VE - _ _ _ I PROP. MAILBOX LOCATION vQ� _ _ - -' 15' INCRFSS, EGRESS AND - - - 4pdr PER ODA DETAIL T-07FOR 3M 567H AVE S - - UTILITIES EA5Ei,1€NL , I REC. NO. 5663858 ER MAILBOXES TO BE I RELOCATED LP] - _ g _Aom , -3+60-- _ 4+100 4i 20 (PRIVATE) N y IT fi j l �`- - m - ) z L25' INGRESS, EGRESS AND 9lE 6' PVC 0 18.33.5 $ z TN=397.00 1 i / l SET C8R ON fX�° CCP. C0 -- O / - - BW=396.DO L U➢LITIES EASEMENT REC. 1 I / I "` ♦ REPLACE THE CCP pWf{-0Y yy .[0 3Bd 4 s NO 5287998 ` TDS-M-12 TO GUTFALL PoIE 40 i " O/ IEre3BO15 N ASPHALT WEDGE CURB WATER METER f `0$ PER COA DETAIL T-41 48LF 60 PVC 01.04E OR 5501, 5501, 5549 3291HAILBOX LOCA11ONS FRE 7 k RESERVE DRAINFlELD ! /TW=396.00 s 4d I V 1 I 1 V PER ODA DETAIL T-07 W7 BW=393.10 7 77 I's PRIMARY GRAINFIELD 1 i to 1926 v PAIN a g+1 6 a u u PN STA=3+0500 � � w w g ' OA0'VG yy' 5 �+ 3.5' OBSERVER -f 50% m HE 3. -- 3.68R _ _ 0 _ 1. 3 �g $> X M �5 b" S PM TA =1+ 5.00 S ^ m *^� K=35.81 +M q NG GRADE 0 -. 50 0' "' CEN RUNE EASEMEN w FlNISRE GRADE O mm CFNIE INE EASEMENT / 13.5' OBSERVER 30[( }G '? 2' 0 JECT HEI T H JC T i V = 20MPH it " t=2.5s v, JNY SSD .47 A+ a = 111fps GSSD S\CAS = (20)z lc"'� WHERE 1 1.47 x 0 x 2.5 + = 20MPH I t = 2.5s = 133.61 ISE 135FT N a = 11.21Ps CB 2 TYPE I W SOUD LOCKING LID STA*0+323M8;,.811xI RM•37656 \ G = -0.14W T/Fi RIM373A3 UFNW) 20 z372510200 l3LF W64R SSD = 1.47 X 0 x 25 +TO ( 37211 WEED 12° ADS(N- 2) 0 6.B8E ,)-0.141 TO SET CB -' = 137.65 JSE 140FT _ I._. ° OCR 0 4.8% 2' OBJECT HEIGHT T PF + 12°x 12° S1ACK. CB 7 TYPE I W SOLI LOCKING DD RM 383;}5 RMA+76301 : 1+4D,00; 7.00 ST T gM.36i72 IE= ((12°W 377MMPM PROPOSED AGE 0 CE 4XOX IE=372.731 an 73 (12-Nk RIM 361-75 3764202"h7 5EE ERK FILTEI DE IL. ON C2 EXISTING ACE 0 S(N-12) 0 W/ 45'. BE L AND 7' WIDE X 8' 6'�} 376A702'ET LONG X I' THICK RIP RAP I AD 379.40((6 Ln 08 3 ;., S'.M n°h, ng mS g"aY� 3g 93 g Sg 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+60 S 32L PL (PRIVATE) HORIZONTAL: VERTICAL: 1°=5'm=5' e;> e xuu 4T0 o 338.84'(C) \ 3" SURFACE BRASS 'X', 338.80'(R-4) MTH 0.34' S. OF CALC, INTERSECTION DO MCC z N I e I Z w 1 inch = 20 teat. CITY OF AUBURN POSTMASTER APPROVAL APPROVED BY: TITLE/POSITION: DATEAPPROVED'.. I,v DEVIATION DESCRIPTIONi SECTION MGM OF ME 2019 ENGINEERING DESIGN 400 STANDARDS, APPROVED 06/24/2020. 390 KL6 370 4+00 4+2u • SECTION 10.01.5 OF THE 2D19 ENGINEERING DESIGN STANDARDS STATES THAT A SHARED DRIVEWAY MUST MEET LOCAL STREET GEOMETRICS STANDARDS, WTH A MAXIMUM ROAD GRADE OF Il AND SHARED DRIVEWAYS SERVING 3 OR MORE UNITS MUST BE A CC W MINIMUM WIDTH OF 26.5 FEET, WITH 20-FOOT-WIDE PAVEMENT J W AND A 5-FOOT SDEWALK. a • DEVIATION FROM THE GEOMETRIC STANDARDS, AND SIDEWALK O REQUIREMENT WAS APPROVED AS THIS PROJECT PROPOSES A SINGLE-FAWLY RESIDENCE ON AN EMSTNG PUTTED ED THAT ONLY HAS ACCESS TO AN EXISTING SHARED DRIVEWAY WHERE G. W INCLUSION OF THE REQUIREMENTS WOULD REWIRE ADDITIONAL z y PROPERTY RIGHTS BEYOND THE APPUCANTS CONTROL. J z J S > J �W3 m O V IEEE a R � m C7 co a Z cc y a= N AS=BUILT a REVISION Des 9rlaa: CAD Orewn: JEH Cheoketl: CPS PROJECT REF: GRA20-0032 Scale: 1"=20' THESE PLANS ARE APPROVED FOR CONFORMANCE Date: 'Job No.. 07/26/24 19145 WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Sheet No.. APPROVED BY. 'A C DATE APPROVED: 07/30/2024 5 of 5 Sheets