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HomeMy WebLinkAboutGRA23-0035 AS BUILT PLANSCITY OF AUBURN GENERAL NOTES N 1. CONSTRUCTION SHALL CONFORM TO THE CITY OF WBURN'S ENGINEERING DESIGN AND CONSTRUCTION STANDARDS, I EXCEPT AS OTHERWISE APPROVED BY DEVIATION, AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PUN 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 CONSTRUCTION (CURRENT EDITION). -EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CIlYS CONSTRUCTION STANDARDS MANUAL. THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR i0 THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010, i0 SCHEDULE A MEETING. 4. UNLESS STATED OTHERWISE. LOCATIONS SHOWN FOR EXISTING 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 LINES. IDENTIFICATION, LOCATION, MARKING, AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS. POWER, TELEPHONE, AND CABLE). 5. IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PUNS, A PROPOSED ROUTE AND SCHEDULE FOR HAULING SW MATERIAL TO THE SITE SHALL BE SUBMITTED i0 THE CITY FOR APPROVAL PRIOR i0 THE START OF CONSTRUCTION. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, A SERA AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS AND DETERMINE MITIGATION REQUIREMENTS BEFORE BEGINNING WORK. HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATIVE ROUTES. AS F DETERMINED BY THE CITY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBUC SAFETY ON AND AROUND THE PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED i0 THE CITY FOR APPROVAL, CONTRACTORS AND THEIR SURETY SHALL BE CABLE FOR INJURIES AND DAMAGES i0 PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. i 3yNOAVE 8 CERTIFIED CONSTRUC ONWIDOCUMENi"RHPNDOUT.PRIOR TO PROJECT ACCEPTANCE. REFER i0 THE Cltt'S "DEVELOPMENT RECORD LOCAL o 5!5CCT LEGAL DESCRIPTION UTILITY EASEMENT- REC. W. 201712260002u A PORTION OF PARCEL B OF CITY OF AUBURN BOUNDARY LINE ADJUSTMENT NO. BU18-0002 A PORTION OF THE SOUTHWEST QUARTER AND SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 21 NORTH, RANGE 5 EAST, W M, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT B OF KING COUNTY BOUNDARY LINE ADJUSTMENT NUMBER L05L0099, RECORDED UNDER RECORDING NO. 20080103900009, IN KING COUNTY, WASHINGTON; THENCE NORTH 01'15'40" EAST, ALONG THE EASTERLY LINE OF SAID LOT B 331.26 FEET TO THE SOUTH LINE OF SAD SECTION 3; THENCE SOUTH 8T29'19" EAST, ALONG SAID SOUTH LINE 80.00 FEET; THENCE NORTH 01'15 40" EAST, 54.50 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 88'29'19- UST, A DISTANCE OF 132.23 FEET; THENCE NORTH 01'30'28" EAST, A DISTANCE OF 174.92 FEET THE SOUTHERLY LINE SR 18, S.E. 304TH STREET INTERCHANGE VICINITY; THENCE NORTH 87'19'43" EAST, ALONG SAID SOUTHERLY LINE A DISTANCE OF 389.56 FEET TO A POINT 150 FEET SOUTHWESTERLY OF STATION 163+00 ON THE C LINE SURVEY OF SR 18, S.E. 304TH STREET INTERCHANGE VICINITY; THENCE NORTH 79'54'33" EAST, A DISTANCE OF 202.11 FEET TO A POINT OPPOSITE STATION 165+00 ON SAID C LINE SURVEY AND 80 FEET SOUTHWESTERLY THEREFROM; THENCE SOUTH 38'24'57" EAST, A DISTANCE OF 130.95 FEET TO A POINT OPPOSITE STATION 790+00 ON THE L W LINE OF SAID SKIS AND 230 FEET NORTHWESTERLY THEREFROM; THENCE SOUTH 31'31'00" WEST, A DISTANCE OF 82.09 FEET; THENCE NORTH 88'29'19" WEST, A DISTANCE OF 492.83 FEET; THENCE SOUTH 46'15'40" WEST, A DISTANCE OF 133.77 FEET TO A POINT 30.00 FEET NORTH OF THE SOUTH LINE OF SAD SECTION 3; THENCE NORTH 8829'19" WEST, PARALLEL WITH SAID SOUTH LINE A DISTANCE OF 174.60 FEET TO A POINT WHICH BEARS SOUTH 01'15'40" WEST FROM THE POINT OF BEGINNING; THENCE NORTH 01'15'40" EAST, A DISTANCE OF 24.50 FEET i0 THE POINT OF BEGINNING. LIDAR DISCLAIMER: NOTE: PORTIONS OF THE INFORMATION ON THIS DRAWING HAVE BEEN CREATED USING A SUBSET OF DATA OBTAINED FROM THE PUGET SOUND LIDAR CONSORTIUM AND/OR WASHINGTON DEPARTMENT OF NATURAL RESOURCES, AND HAS NOT BEEN INDEPENDENTLY VERIFIED BY BARGIAMSEN CONSULTING ENGINEERS, INC. THIS DATA IS PROVIDED FOR YOUR INFORMATION ONLY. BARGHMSEN CONSULTING ENGINEERS, INC. DOES NOT ASSUME ANY LIABILITY FOR ANY ERRORS, OMISSIONS OR INACCURACIES IN THE LIDAR INFORMATION SHOWN HEREON OR THE USE THEREOF. NOTES: VERTICAL DATUM: NAVD88 (PER WADNR) LIDAR DATA EXTRACTED FROM THE WESTERN KING COUNTY LIDAR PROJECT (2021), AND PROVIDED BY THE WADNR. HORIZONTAL DATUM: NAD 83(1991), WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, 4601 BASIS OF BEARINGS: NORTH 01'48'51" EAST, ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 3, T21N. R5E, W.M., AS MEASURED BETWEEN CITY OF AUBURN HORIZONTAL CONTROL MONUMENTS 414-006 AND 314-001. COA 414-006 COA 314-Wl N: 123098.09 (US FEET) N: 125719.601 (US FEET) E: 131001.45 (US FEET) E: 1310084.59 (US FEET) FOUND CASED CONCRETE FOUND EASED CONCRETE MONUMENT W/ 1/4• PIN W/ PUNCH MONUMEW W/ 1/4" BASS DISK W/ AT THE INTX. OF THE PROJECTED PUNCH AT ON 132ND AVE SE 1ST MON SOMA CL OF SE 304TH ST 91H OF SE 295M ST 132RD AVE SE. (KC NO, 4562)(WSDOT 61764) (KC NO. 4573)(WSDOT 61763) (FAST 1/4 COINER SEC. 3, T21N, R5E W.M.) (S.W. COINER SEC. 3, T21N, R5E, W.M.) CONSTRUCTIC (0 5' DOWN) 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN VERTICAL DATUM: OFFICIALS. NAVD 88 2 FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PROJECT BENCHMARK: COA 414-006 (S.W. CORNER SECTION 3, T21N, R5E, W.M.) CITY OF AUBURN MONUMENT 414-006, BEING THE TOP OF A FOUND CONCRETE MONUMENT W/ 1/4" PIN W/ PUNCH AT THE INTX. OF THE PROJECTED CIE OF SE 304TH ST WITH 132RD AVE SE. HAVING AN ELEVATION OF 499.26 US FEET REFERENCE SURVEYS: I. KING COUNTY BOUNDARY LINE ADJUSTMENT NUMBER L05L0099, RECORDED UNDER RECORDING W. 20080103900009 2. R.O.S., REC. NO. 20051020 WWI 3. R.O.S., REC. NO. 20000225900010 4. AUB BU W. L05LON9 , REC. W. 20DB0103900009 5. AUB BIA NO. BUIB-0002 , REC. NO, 201SW1900007 NOTE: I. REFERENCE SURVEY W. 5 (AUB BU NO. BUI8-DOD2 , REC. W. 201808019OD007) REFLECTS THE CURREW BOUNCA?f OF THE SITE. 2. THE REFERENCED TOPOGRAPHY SURVEY (2021 UDAK SHOWN ON THESE PUNS REFLECTS THE CURRENT CONDITIONS WITHIN THE BOUNDARY OF THIS SIZE, UTLRY CONFLICT NOTEY CAUrnW THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE O 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR 140T TCONFLICTS EXIST. HE UNVERIFIEDPUBLICLOCATIONS UTILITIES AS INFORMATION AND ARE SUBJECT TO VARIATION.N ON THESE �IF CONFLICTS NS ME TSSED N SHOU D RESOLVETALL PRROBLEMSRPRI RLLTOCONSULT PROCEEDING WTHECONSTRUCTION. ENGINEERS, INC. i0 PLANS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AND CB PROTECTION AS SHOWN ON PLANS. 5. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. 6. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 7. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 8. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 9. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, NO TRACKING OF SEDIMENT ONTO THE ROADWAY IS ALLOWED. IF SEDIMENT IS TRACKED ONTO THE ROM, THE ROAD SHALL BE THOROUGHLY AND IMMEDIATELY CLEANED BY SHOVELING, OR PICKUP SWEEPING. TRANSPORT SEDIMENT TO A CONTROLLED SEDIMENT DISPOSAL AREA KEEP STREETS CLEANED AT ALL TIMES. CLEAN TRACK SEDIMENT IMMEDIATELY. 10. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO DISCHARGE POINT. 11. TESC MEASURES ARE TO REMAIN IN PLACE UNTIL FINAL PAVING AND LANDSCAPING OF SITE HAS BEEN COMPLETED. 0 50' I® SCALE: 'I "=100' COVER SHEET OF RACEWAY BLA LOTS - LOT B A PORTION OF SECTION 3, TOWNSHIP 21 N., RANGE 05 E., W.M. STORM DRAINAGE CITY OF AUBURN, KING COUNTY, WASHINGTON EASEMENT RESERVATION REC. NO. 20160817000637 r- tir CL NI'15'd0� `\ ,� './1j,1/ 2. 50 Tl1\I`i�)�y11y�1111 `��I IIIIpf SEWER EASEMENT REC. NO. 20171226000244 ACCESS & UTILITIES EASEMENT INDEX TO SHEETS REC. NO.EN 20160805001403 HOG ORE FENCE 3.8' WEST & 1.8' NORTH Cl OF 5 COVER SHEET AT CORNER C2 OF 5 PAVING, GRADING. AND STORM DRAINAGE PLAN C3 OF 5 WATER AND SEWER SERVICE PLAN C4 OF 5 i.E.S.C. PLAN C5 OF 5 NOTES AND DETAILS SITE DATA: I. TAX PARCEL NUMBER ON THE SUBJECT PROPERTY: 0321059012 (PARCEL B) 2. SITE AREA = 95,734 S SQUARE FEET (2.196 3 ACRES). 3. EXISTING USE: RESIDENTIAL 4. EXISTING ZONING: R-1 5. PROPOSED ZONING: R-1 6. REQUIRED MIN. SETBACKS (R-1 ZONE): FRONT: 35 FEET GARAGE: 20 FEET INTERIOR SIDE: 10 FEET STREET SIDE: 20 FEET REAR: 35 FEET 7. MAX BASE HEIGHT OF BUILDINGS: <35 FEET 8. SOURCE OF BOUNDARY AND TOPOGRAPHY: FIELD SURVEYED BY BARGN4USEN CONSULTING ENGINEERS. INC., JUNE 2018 9. SITE ADDRESS: i86 30408 132ND AVE BE AUBURN, WA 98092 STORM SYSTEM DEVELOPMENT CHARGE (ON -SITE AREAS ONLY) TOTAL EXISTING HARD SURFACE = 0 SF TOTAL NEW HARD SURFACE = 10.112 SF NET CHANGE = 10,112 SF TOTAL HARD (NEW AND REMAINING EXISTING) SURFACE = 10,112 SF NOTE: "HARD SURFACE" IS DEFINED M AN IMPERVIOUS SURFACE, A PERMEABLE PAVEMENT, R A VEGETATED ROOF. OPEN, UNCOVERED, RETENTION/DETENTION FACILITIES, GRAVEL MEAS AND AREAS THAT HAVE NOT PAID SYSTEM DEVELOPMENT CHARGES ME NOT CONSIDERED AS HARD SURFACES FOR THE PURPOSE R SDC FEE CALCULATION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. INSPECTOR .<-,- 10/29/2025 DEV. REVIEW ENG. THIS PROJECT IS EXEMPT FROM SERA PER WAC 197-11-800(0(o)(q AND (v) AND ACC 16.06.055(A)(1) AND (4). LEGEND EXISTING MAILBOX JUNCTION BOX (J-BOX) (S)SIGNAL (P)POWER UTILITY POLE SIGNAL POLE STREET LIGHT ANCHOR & GUY WIRE CATCH BASIN (CB) STORM MANHOLE (SDMH) SEWER MANHOLE (SSMH) TELEPHONE BOX SIGN WATER VALVE (WV) WATER BLOW -OFF VALVE (WBO) FIRE HYDRANT (FH) WATER METER AIR -VAC ASSEMBLY SURVEY MONUMENT (AS NOTED) FOUND REBAR/CAP (AS NOTED) TREE STORM DRAINAGE LINE SANITARY SEWER LINE WATER LINE POWER BARBED WIRE FENCE HOG WIRE FENCE WOOD FENCE DIRECTION OF VEHICLE TRAVEL EXISTING CONTOUR SLOPE SYMBOL CONCRETE GRAVEL ;e"• STORM LINE CATCH BASIN TYPE I CATCH BASIN TYPE II SEWER LINE SEWER MANHOLE SEWER CLEMOUT WATER LINE FIRE HYDRANT WATER METER GATE VALVE SPOT ELEVATION SURFACE SLOPE SLOPE SYMBOL SIGN CONTOUR CONCRETE DISPERSION AREA GRAVEL N Mf N i ------470------ ................ STORM PERMIT (ON AND OFF -SITE AREA); TOTAL DISTURBED AREA = 23,735 SF TOTAL NEW & REPLACED HARD SURFACE = 10,112 SF TOTAL NEW HARD SURFACE = 10,112 SF NOTE: "HARD SURFACE" IS DEFINED AS AN IMPERVIOUS SURFACE, A PERMEABLE PAVEMENT, OR A VEGETATED ROOF SUCH AS (BUT NOT LIMITED TO): ROOF TOPS, WALKWAYS, PATIOS, AND PERMEABLE OR IMPERVIOUS PAVEMENT. MI VICINITY MAP DEVELOPER INTEGRITY LAND. LLC 26250 238TH LANE SE, SUITE 101 MAPLE VALLEY, WA 98038 CONTACT: SHANNON GRAF EMAIL: SHANNONOINTEGRITYLANOLLQCOM ENGINEER/SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: DON DAWES/OWEN HILLE EMAIL: DDAWESOBARGHAUSEWCOM GEOTECHNICAL ENGINEER: EARTH SOLUTIONS NW, LLC 15365 NE SON STREET, SUITE 100 REDMOND, WA 98052 (425) 449-4704 CONTACT: SCOTT RIEGEL EMAIL: SCOTMOESNW.COM UTILITIES/SERVICES SEWER/WATER: CITY OF AUBURN PUBUC WORKS 25 WEST MAN STREET AUBURN, WA 98001 (253) 931-3010 POWER/GAS: PUGET SOUND ENERGY 105-156TH AVENUE N.E. BELLEVUE, WA 98058 1(888)225-5773 TELEPHONE: CENTURY LINK 23315 66TH AVE. SOUTH KENT, WA 98032 (253) 372-5388 CABLE: COMCAST CABLE COMMUNICATIONS. INC. 4020 AUBURN WAY NORTH AUBURN. WA 98002 (253) 288-7538 FIRE: VALLEY REGIONAL FIRE AUTHORITY 1101 D. ST N.E. AUBURN. WA 98002 SCHOOL: AUBURN SCHOOL DISTRICT 8408 915 FOURTH STREET NE AUBURN. WA 98002 (253) 931-4900 EARTHWORK OUANTTTIES: CUT 1,030 CY FILL 220 CY NET EXPORT = 810 CY TOTAL EARTHWORK = 1.250 CY NOTE: CUT AND FILL QUANTITIES ME FOR PERMITTING USES ONLY AND SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR i0 CONSTRUCTION. AS -BUILT NON -BUILDING PERMITS: (1) GRADING PERMIT (1) LEVEL 3 STORM PERMIT STM23-0127 (2) WATER PERMITS - (3/4� (1) SEWER PERMIT CALL BEFORE YOU DIG: 811 CITY OF AUBURN APPROVALS THIS PLAN SET FOR PROJECT GRA23-0035. SHEETS C1TIIO C5 AREA APPROVED FOR CONSTRUCTION BY: JACOB SWEETING , P.E., CITY ENGINEER: Off✓ -•-{{// DATE: 05/21/2024 SHANNON HOWARD, PE. CFM , DEV. REVIEW ENGINEER: - Tin izomv DATE: 05/23/2024 ALEXANDRIA TEAGUE, AICP , PLANNER: DATE: 00 ULU W J LLI W Z Q Z J O J FLLI } }00� LLI J H M :) J �NTn Q (Do > II.I Lc) LLI H CV J ZeD a o _ N Q LL g Y oo of W of n � it O C u N L d M C 0 t N Will C W vM N C Q coc 3-- -QoY_ i to y%T C n 10 C N m U QDYv 19 W z w o OD to PAVING, GRADING, AND STORM DRAINAGE PLAN OF RACEWAY BLA LOTS = LOT B A PORTION OF SECTION 3, TOWNSHIP 21 N., RANGE 05 E., W.M. CITY OF AUBURN, KING COUNTY, WASHINGTON SCALE: 1"=30' 50 OF SPLASHBLOCK ON DOWNSPOUT IION ✓� `�� \� \\ �� �J / 1 / lI I� (i I \ \ 1� `� �, �\ DSPERS FLOW PATH (TYP.)L� l �I SEE SHEET C5 FOR DETAIL �� \ \ `7,19,4 LE 389.56( L _%'.� ROOF , OVERHANG CB j1-TYPE I \ I ' () _ RIM=462.00 4 02' IE.459.00 , ... I R / SIRG FAMIL'EDY/ / I CO (W.) I I J LL CE SHEETFLOW \ / I 1 \ ` LL+• DISPERSION (TYP.) ? - l 1" PVC O 2% NIN FOR DI LF DOWNSF E% SIDEWALK - SEE SHEET C5 11 .T \ / 47 1 A^ COLLECTION OF ROOF \ DISPERSION ` FOR DETAIL 20 i' y,.� ,,,7 DOWNSPOUTS (TVP.) l\ SEE SHEET C5 E%.LLBLOW-.FELL ASSEMBLY .". ". / 1 FOR DETAIL J d 1 �. q/p - � � PROPOSED CONCRETE \ 1 1I EX. VERTICAL SEE BELOW FOR DRIVEWAY GRADING DETAIL-J I <: �0. SEE CONCRETE PAVEMENT 1 �� CURB AND j SECTION ON SHEET C5 4 PROPOSED ACCESS AND \ / *—xi--S86'29'19"E 132,23-- UTILITIES EASEMENT TO BENERi LOT C Ar 4I'15'401E 24.50' 485 48C 475 47C 467 "PROVIDE PRIVATE ACCESS DRIVEWAY SIGNAGE PER CITY OF AUBURN STANDARD DETAIL T-26 EX. AIR -VAC ASSEMBLY EX. SSMH RIM=472.78 IE=462.40 (EX. 8" W) IE=462.57 (NEW 6" E) 471 \- j 1 o 29 19 174.E I p1ry 6 r 2' TRANSITION PROVIDE "NO PARKING FlRE LrWE" SIGNS ON f(/ STRIP OYP.) BOTH SIDES OF DRIVEWAY AT 50' MAX. SPACING, MOUNTED ON POST WITH 4' MIN. HEIGHT. PROPOSED ASPHALT SEE SIGN DETAIL ON SHEET C5 SEE ONSITE PAVEMENT SECTION ON SHEET C5 SHEETFLOW DISPERSION (TYP.) 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IXll7•���� 9+80 10.00 11+00 DRIVEWAY PROFILE H:1 "=30' V:1'-5' 485 LOT SIZE = 95,734 SF TDA #I IMPERVIOUS COVERAGE: TOTAL IMPERVIOUS: 8,318 SF (8.7%) ROOF: 3,330 SF DRIVEWAY: 4,950 SF 480 WALK: 33 SF PATIO: 5 SF LOT COVERAGE: BUIIDING (MINUS EVE): 2,905 SF (3.0%) 475 470 467 12wO 12 9 NOTES: • FINISHED GRADE TO SLOPE AWAY NOT LESS THAN 1:12 FOR A MINIMUM OF 6-FT OR TO PROPERTY LINE ADJACENT TO FOUNDATION AND SHALL START BELOW THE BOTTOMS OF ALL FOUNDATION VENTS. PROVIDE ADDITIONAL SOIL AS REOUIRED TO CREATE DRAINAGE AWAY MOM STRUCTURES ALONG PROPERTY LINE BETWEEN STRUCTURES. • ANY PORTIONS OF STRUCTURES WITH LESS THAN 10-FEET OF SEPARATION SHALL BE FIRE RATED. • BUILDING DIMENSIONS ARE TO FACE OF FOUNDATION. • GRADING SHOWN AS DESIGN ACTUAL LOCATION MAY VARY. • SLOPE DRIVEWAY TO PUBLIC ROAD. TDA 82 IMPERVIOUS COVERAGE: TOTAL IMPERVIOUS: 1,794 SF (1.9%) DRIVEWAY: 1.794 SF 70 7 uiL STORM NOTES- iNOTES- INSTALLED • TESC INSTALLED PRIOR TO CONSTRUCTION • BARE SOILS COVERED WITH MULCH. • TOPSOIL PER WSDOE BMP T5.13 (EFF 12" DEPTH) APPLIED TO ALL DISTURBED AREAS NOT COVERED BY HOUSE OR DRIVEWAY. SEE DETAIL ON SHEET C5. • STABILIZE SITE PRIOR TO FINAL INSPECTION. CONSERVATION AREA PER 14,907 SF PROVIDED A (14,775 SF REO'D=FULLY DISPERSED IMPERV. AREA x 6.5) SI18'2919 92 ll << it All Zoza mi zQ z F o S v 1 I 1 7ac a 0o / Z Z ir w� 91.0) C> W co CD z �W w Z a zmjo >. o�Lu ma > 11 l WW) W I-- N a E o`W D"WFS NA 5/14/24 I _ S fr I e i Z> PROVIDE "NO PARKING FIRE LANE" SIGNS OU BOTH SIDES OF DRIVEWAY AT 50' MAX. $PACING, Q oo w of c n MOUNTED ON POST WITH 4' MIN. HEIGHT. 0 SEE SIGN DETAIL ON SHEET CS 0y p N 1 II 0 a c 6 m DRIVEWAY APRON PER ITV m OF AUBURN STANDARD 0 DETAIL T-35 1 0 PROVIDE PRIVATE ACCESS DRIVEWAY SIGAPER Y OF CE VAUBURN STANDARD DETAIL T C i YI C 473.10 FL I L M �1' WIDE CURB BREAK I POWER C 01% 72.93 FL I TRANSFORMER O 0 o} 4\G .av N 1 2:1 C W Cry a 473.2 / 3.07 FL I a) 0) j M 7 N C Q OD 7, mp I. 0.5%� \ N 7 Ca QlN0 i C m ' I Ae Ia° N N E O m U pD rtp. 1.4% ALM ____ ___ _ 47 F 47 7 /73.3! TC ME I 3: M 7 I is T I 1473.3f TCD%ME>� S�iVAHF 47 L FL M d r /J 473.1 L TC M I EX. SIDEWAU — UT EX. ASP tom% PROPOSED ASPHALT PAVEMENT SECTION W I I PROJECT REF: GPA23-0035 THE EXISTING 132ND ROADWAY SHALL MATCH Z� [ EX. PAVEMENT SECTION THESE PLANS ARE APPROVED FOR CONFORMANCE W � 0 2.5' S' 1O' DRIVEWAY APRON AND SIDEWALK WITH THE CITY OF AUBURN'S REQUIREMENTS. ® GRADING DETAIL E N a DEV. REVIEW ENGINEER: SCALE: 1"=5' 1"=5• N DATE APPROVED: T V IkLT NT I] \ 473.06 F CS \ � 73.56 i 1L N ^^I 1J 04 0 15, 360' SCALE: \✓�> /� J Tr VI If If PROPOS�D W l A i SINGLE FAMILY RESIDENCE \ j END OF WATER AND I / FF=472.75 SEWER SE LINES . TO BE MARKED WITHI 2x4 l \ 85 LF 6" PVC PROPOSED WATER - - - - - - SDR-35 SS EASEMENT TO THE CITY . OF AUBURN PROPOSED 3/4' WATER LL LL • LL - - IE 467.25 , �7 METER FOR LOT B 177 LF 2" PROPOSED 3/4" WATER ` —__ - . .. . . POLYETHYLENE SDR-9 /1 METER FOR LOT C _PROPOSED DCVA LOT B EX. BLOW -OFF ASSEMBLY— 1 _— PROPOSED DCVA LOT C EX. SIDEWALK 210 LF 2" / 22 LF 2" -- POLYETHYLENE SDR-9 < V) POLYETHYLENE SDR-9 W29'19"E 132.23— ----� 25 LF 2" POLYETHYLENE SDR 9 - --- - 7 EX. VERTICAL CURB > -" AND GUTTER EX. B" WATERWIN . NB8'2g 19 1]4,60 CONNECT NEW SERVICE LINES TO EX. MAIN - - PER Cm SIDS. .: :...:.:.:.:.:.:.:.: EX. SSMN_ __ ......... --.----:-i: ____________ RIM=47278 -" -- - ��--"- IE=462.40 (EX. B" W) IE=462.57 (NEW 6" NE) SS CO@I 100 LF 6" PVC IE=462.57 (NEW 6" E) RIM=473.01 SDR LF 55 V 2$ 11 LF 6" PVC IE=462.82 SDR-35 SS 0 2% SS CO/4 100 LF 6" PVC RIM=472.91 SDR-35 SS 0 2% EX. AIR -VAC ASSEMBLY IE=462.78 SI'15'40fW 30.00' 13 LF 6" PVC SDR-35 SS 0 2% "SS CO/3 RIM=472.58 IE=465.55 136 LF 6" PVC SDR-35 SS 0 2% WATER AND SEWER SERVICE PLAN OF RACEWAY BLA LOTS - LOT B A PORTION OF SECTION 3, TOWNSHIP 21 N., RANGE 05 E, W.M. CITY OF AUBURN, KING COUNTY, WASHINGTON 38936� `yLQ PROPOSED ACCESS AND 1 \ 1 6 1UTILITIES EASEMENT >\ \ i 5� END OF WATER AND l SEWER SERVICE LINES IE=467.64 L TO BE MARKED WITH 2x4 S5 COp16 73 if 6' PVC SDR-35 SS 0 2% RIM=471.42 IE=466.18 6" PVC 5 SS 02% IE=�464.82 N SS C0/5 RIM=472.93 IE=164.78 0 25' 50' 100' SCALE Ex. HYDRANT NATIVE GROWTH CONSERVATION AREA PER \ DOE BMP T5.30 14,907 SF PROVIDED \ (14,775 SF REO'D=FULLY DISPERSED \ \ IMP\ . AREA x 6.5) OD N co J W J W W z a z J O J F T } 0 W ~ J H cM J cc N N ; 00 w to W H N J z cc a — N Q U) S o is x i z Z of of of o F S o uLu V E Y' 440 LF FROM NEAREST HYDRANT 444 LF FROM NEAREST HYDRANT V N c . . . . . Y c .iq . . . . . . .. LOT � C ;�^.. . " %� C W c N W M LO C Q 0�D ry�y .... . ...... i N cQLo Muj G Ln N O G-0 y _ AS -BUILT 13 HYDRANT EXHIBIT PROJECT REF: GRA23-0035 1"=50' THESE PLANS ARE APPROVED FOR CONFORMANCE W WITH THE CITY OF AUBURN'S REQUIREMENTS. E N DEV. REVIEW ENGINEER: DATE APPROVED: U T.E.S.C. PLAN CITY OF AUBURN GRADING AND EROaONttvv'p``NOEI WITHIN THE COF AUBURN,LOUIR SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PUNS 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. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM 15 USED). SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REOUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REOUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MNTENANCE. REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE HE RESPONSIBILITY OF THE PERMITEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, 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 CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. THE CONTRACTOR WILL BE REOUIRED 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 SF14LL BE THOROUGHLY AND IMMEDIATELY CLEANED BY SHOVELING OR PICKUP SWEEPING. TRANSPORT SEDIMENT TO A CONTROLLED SEDIMENT DISPOSAL AREA KEEP STREETS CLEM AT ALL TIMES. J. 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 PRE SCHEDULE TO REMAIN UN -WORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE STABILIZED. FROM OCTOBER I TO APRIL 30 EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS THAT WILL REMAIN UN -WORKED FOR MORE 8. THAN TWO (2) DAYS SHALL BE STABILIZED IMMEDIATELY. N L 04 0 15® . SCALE: 'I "=30' EX. SIDEWALK TO BE PROPOSED SAWCUT EX. ASPHALT TO BE I EX. SIGNS TO BE REM( EX. SIDEWALK TO BE REMOVED INSTALL CONSTRUCTION ENTRANCE PER CITY OF AUBURN STANDARD DETAIL E-01 OF RACEWAY BLA LOTS - LOT B A PORTION OF SECTION 3, TOWNSHIP 21 N., RANGE 05 E., W.M. CITY OF AUBURN, KING COUNTY, WASHINGTON HOG WIRE FENCE BE REMOVED \ PROPOSED CLEARING LIMITS LOfCr I � n END SILT FENCE AS -BUILT Tn 0 Z_ Q EC CC O U W m PROJECT REF: GRA23-0035 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS. 00 ULU W J LLI W Z Q Z J O JFLu } }Dot j H co :) J itNO) Q (Do > Lu Ln LU H N J zeD a `0_N Q LL o of c n u E c 0 ui L d M c J t (A IA Will c ILI C Lu c ry 0! M LFL C Q ODD 7, OG)� i N c nY m O ry c OD U GD Y v to DEV. REVIEW ENGINEER: _ '02 021 DATE APPROVED: BARGHAUSEN GENERAL SITE NOTES I. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTIN ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO ME START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESE14TATNE OF THE OWNER. IT SHALL BE ME CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MINIMUM ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FIAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN TILE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC ROW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGRAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS. INC.. PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ENGINEERS, INC. UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC. HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. 2" COMPACTED DEPTH CRUSHED ROCK BASE COURSE SUBGRADE TO BE SCARIFIED & PREPARED PER SOILS ENGINEER RECOMMENDATIONS CONCRETE PAVEMENT SECTION NOT TO SCALE 28 DAY COMPRESSIVE STRENGTH = 4,000 PSI CONTROL JOINTS SPACED AT A MAXIMUM ON 15 FEET. 6" COMPACTED DEPTH 1/2-INCH CLASS H.M.A. PAVEMENT 4" COMPACTED DEPTH CRUSHED ROCK BASE COURSE 00 ..°Oo° o °O ° °o oho _o oS _ Q ° °P_° NOTE: CONTRACTOR TO CONFIRM PAVING SECTION WITH GEOTECHNICAL ENGINEER PRIOR TO PAVING TYPICAL ONSITE PAVING SECTION NOT TO SCALE NOTES AND DETAILS OF RACEWAY BLA LOTS - LOT B A PORTION OF SECTION 3, TOWNSHIP 211 RANGE 05 E., W.M. CITY OF AUBURN, KING COUNTY, WASHINGTON Figure VL,4: Typical Downspout Dispersion Trench coal nutty 6'rrin \_ 18' min. 4• pest. MPa 1--_ 1h.. y. I~ 24" min. � sfed mck Trench X-Section mellrobflmsinor nrd main dope raiD coal tenches 1 CB standard dswrdon trench wr nwched grade T Ward length 19 Per 700 sy. I. of ref arm Plan View of Roof Scarce: King County Department of Natural Riecourws. 1998 NOT TOSCALE MIMI Typical Downspout Dispersion Trench Rereetl 0sember2018 DEPARTMENT OF ECOLOGY Pleme t4plM ..ey.mgmtOpr M.hWf"m%dgh[nMuainduding Mini®ns, State of Washington Nall of binary. and disclaimer. Figure V3.2: Sheet Flow Dispersion for Driveways Source: King county Igepenmem M Natural Resources, 1MB rIT Late main 25' from i5E i RCVl ildnimay q, Mlo� of Mind. IT in ]Do sg. it. mi between be i 1 Sty _ Sbw i E r fdr: = 1 Berm Detail a2em gmweteth tliscemon 1 Trani / Plan Driveway Dispersion Trench Driveway Slope Varies and Slopes Toward Street i Mae .2% Day � mwMnw skpe i r F ._W OF _ 1 Plan ` . ------- Sheet Flow Dispersion from a Driveway -% Flat to Moderately Sloping Driveways I NOTTOSouE Iftil Sheet Flow Dispersion for Driveways Rwimtl Dawmba2016 DEPARTMENT OF ECOLOGY Pi.a.sea.Mrpnel„1,.acywe.g>wopyrpM.nrmrMdrwdgm nMtaa mauamg parmi.mrm, State of Washington Imitation or lai and disclaimer. Figure V-4.6: Typical Downspout Splashblock Dispersion House Rodtlmispoutwrves DEC pto7oi of ODC O� ool�� 0 ol�cc� 0 00� DO L O HOC M min. vegetated OOOOOC flevpdn DOOC Blgadmkck - - _--- PvmSpout Woman Spleabbbck Sturm: King county Deparumnt of Natural Resources, INS MET TO SCALE Mill Typical Downspout Splashblock Dispersion Revised December2016 DEPARTMENT OF ECOLOGY Plea.eldeamorhi+everywa.go rWpngnmlmarmwdgmrRr a including permeations. State of Washington mention of humpRy, and d,womer. Figure V-11.1: Planting Bed crosseilluection 40,1 , 1 �40' 111, "It# 4 Match Lodi mil with vidMedark Mganiceaner 4„ Lowe or J matured bell Rearmed from GuLSMes andRawnnws For ImP.9mei SW Oualfty and Daplh MP IET3 M MOE SloAmwaferMawgemsnt Manuallor Westam R4shnpli 2010, Washington Organic Reryding Council T C AM Planting Bed Cross -Section Revised] June 2018 DEPARTMENT OF ECOLOGY Pie WWryMy.mywe.gm py U..hnmtorwWnghtndbeinduaingwmiwone, State of Washington Imbtlon of lai antl dkcbiner. t a2el NO PARKING t 8N FIRE LANE FIRE LANE SIGN ACC 10.36.175E NOT TO SCALE I k' Z 00 w "' U U W J W W Z Q Z J O JFIL r } }Lb � H M ] J N Q U' O > W LC) W I— N J Z� a "0_ N Q LL 2 x o i > Z 0.1 d�I �I n 0 x o o U Lu i.t E c u to d L M C J t lm N c � a C LU c ry W M in C Q OJ 7 , rya 0) = N C u Y m O ry w OD U QDYv Tal PROJECT REF: GPA23-0035 THESE PLANS ARE APPROVED FOR CONFORMANCE W WITH THE CITY OF ALBURN'S REQUIREMENTS. E N DEV. REVIEW ENGINEER: _ aw4'w't W ' DATE APPROVED: M U