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FOR REFERENCE BLD2023-1599+SP ASBUILTS+12.13.2023_2.39.12_PM+3951174SW 1 /4. SW 1 /4 SEC. 8 .TWP. 27 N RGE. 4 E W.M. o a N N N O D EX. SSMH APPROXIMATE N RIM=387.35 LOCATION OF GAS IE=378.27 8" CONC. IN, E. �� CONNECTION PER DRIVEWAY (AB) IE=378.17 8" CONC. OUT, W. AS-BUILTS SEE TR-546 APPROXIMATE LOCATION OF APPROXIMATE LOCAT GAS LINE PER AS-BUILTS PARKING w W OCONNECTI0 SEWER ASPHALT (AB) 24 DI SEE TR-546 ----- PER AS-BUILTS N Q - - - - W _- _W_ N �W w -- N vy - O CONC. WALL--] _ ±2' HICI- - 176TH ST SW ±1' WIDE - - - -H w N87°53'40"W 722. ' o GAS SS E:7G,,S a - - - --- - - b N- GAS �- - J_ Q - - _ Tr� iKS a W W CN -s� •+ �iy--i SAS D I SS ,AS - - -- I �OHP OHP 0 -.- OHP ------392------------ OHP_ OHP-------- i I - - - - ROCK WALL I 199.63 HP / / - TYP ±5' HIGH I I 28" FIR 4" P� S ±1' WIDE I 8" DICIDUOUS ,�� cf)} z I I TH / 2 CONC. WALL I W S ±5' HIGH 0 2' W. I 18" FIR i ±0.6' WIDE 28" FIR I --------- L- - FI 5' WOOD FENCE CROSSES I 25 BSBL - - PROP. LINE 41. 1' S. OF I 0) YE 8' DEEP C/O 7777 NW PROP. CORNER \EXTENDED y SURFACES i I EXISTING GARAGE I POWER METER - - = ��.!llllllll/lll/lll/llll//ll/�Y� EX. 5' WOOD FENCE I LOT 1 I EXISTING HOUSE I 17606 72ND AVE W 22,659 SF I CONC. STAIRS 3 a CONCH. LOT 9 I W II CONC. RUTH CARTER I EXISTING f ��� po �j GRAVEL r �/l/llU�_ a COS { a) I � - I N 0 5' (TYP) :E NOTE HALF WIDTH - OVERLAY OVER UTILITY TRENCH PATCHES, SEE SHEET 9 (AB) SEE NOTE 2 -w - APPROXIMATE LOCATIC OF WATER LINE PER AS -BUILT r ifi p - SS ----- + 4'- GAS ASPHALT THICKENED EDGE (AB) I I 777-777-71-7- 777- SAWCUT EE THICKENED NOT 1 EDGE ASPIjtALT 1 N -- L_,-SAkCUL_EROM-EDGE - --- --------- OF EXISTING N 0'R PAVEMENT. F�076�/TDEIKItIVt;-----�- z w PAVEMENT SECTION PER TR-505 I N N; 0 MATCH EXISTING CROSS SLOPE, SEE NOTE 4 °' 00 _ 1.5 0 I z _ _ 25' BSBL ------ U, 0 0 / co ' i rl I � 30' I 1 I IE 0, IO 0 I I I I 10 HOUSE E ; 34"� IR of LOT 2 DECK FFE=397.00 I / b4" DECIDUOUS colvc. a 12,527 SF N EX. 6' WOOD FENCE I 1 aoI I o ' / _ 28" CED 25' BSBL ° I a CN cn mrl 22' I ------ -----==1--- _ 32" FIR END OF/� 10'R FENCE &Q \� 40" FIR 1 8„ 1 .. �Il�-'6RVL'-f�f=N101/E©'.g�- . .... . ....... . 1 .7' E. r - X GPAVE! I LAQE WIT . 4AWN. (lSE} . . \ 8' EDA - „ \ / 26" FIR I I . 22 BIRCH CIDUOUS O BSBL O \ ^� O REDWOOD o 194.97 \ 38 CEDAR -3g0� " - 1DF�CDU �1S �� I 28 FIR \ N89'11 10 W 319.63' U" BIRCH 6� DECI UOUS� / I �9G 6" DOGWOOD \\ I ❑ �/ C' J YL�jr "0) I I �� I EX. 6' WOOD C MAPLE I 6' WOOD 96 \ \ ° 36" MAPLE ' FENCE I FENCE �3g8 I \ LOT 2 CHRISTOPHER \ JENSEN, MARIA BOLLARD WIDTH VARIES (SEE NOTE 6) 18" CURB (TYP) WIDTH VARIES (SEE NOTE 6) WIDTH VARIES (SEE NOTE CURB/GUTTER (SEE NOTE S) 2% 1 2k CRUSHED SURFACE BASE J \-HMA CLASS 1/2" COURSE PER WSDOT STD PG 64-22 SPEC 9-03.9(3) (SEE NOTES 2 & 3) (SEE NOTE 1) NOTES: 1. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. CSBC SHALL BE INSTALLED IN MULTIPLE LIFTS OF EQUAL THICKNESS WHEN EXCEEDING 6" THICKNESS. 2. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. 3. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 4. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 5. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMLY SEALED PER WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A. 6. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE TABLE OF STREET STANDARDS FOR RIGHT-OF-WAY AND PAVEMENT WIDTHS. 7. REFER TO EDMONDS COMMUNITY DEVELOPMENT CODE SIDEWALK STANDARDS FOR SIDEWALK REQUIREMENTS. 8. REFER TO CITY STANDARD CURB DETAILS. REVISION DATE CITY OF EDMONDS PUBLIC STREET NOVEMBER 2018 PUBLIC WORKS STANDARD DEPARTMENT DETAIL FSt, 189� APPROVED BY: R. ENGLISH TR-505 / 0 .qSp Ro,. p (a) RADIUS P. R pRti�ygr By 7Y0N OY, DRVEWAY APPROACH (WITHOUT QUIEW O1 SAWCUT EDGE 3o a a- EXISTING ASPHALT a a STREET VARIES 2" HMA 2"-5/8" MINUS CSTC COMPACTED SUBGRADE O SECTION A -A NOTES: 10 SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER. O DRIVEWAY APPROACH TO BE 4" HMA CLASS 1/2" PG 64-22. O SUBGRADE SHALL BE COMPACTED TO 95X MAXIMUM DENSITY. O4 10' EDGE RADIUS. O HMA SHALL BE PLACED FROM EDGE OF EXISTING STREET, A MINIMUM DISTANCE OF 20-FT OR TO PROPERTY LINE, WHICHEVER IS GREATER. REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH MAY 2018 PUBLIC WORKS TYPE VI STANDARD DEPARTMENT DETAIL FSt. 189�) APPROVED BY: R. ENGLISH TR-546 6' WOOD FENCE CORNER FALLS ON PROP. LINE 110.6' W. OF SE PROP. CORNER LOT 3 ROBERT D SHOUP END OF FENCE SCHOOL BUS SIGN FIND CONC. MON. W/2" BRASS DISK W/ "X" IN CASE ±0.60' BELOW EL-394.41 I 9/12/17 - GAS GAS GAS GAS N o W GAS EX. SSMH RIM=395.50 �e IE=379.87 8" CONC. IN, S. ° IE=379.87 8" CONC. IN, E. IE-379.79 8" CONC. OUT, W. - s 8" CI W W W w S D SD SD SD RIM-3 .09 APPROXIMATE "DECO ISSIONED" STORM SYSTEM PER AS -BUILT OHP OHP OHP OHP i POWER POLE 2015'± "DEC01MISSIONED" SPHA T WIDTF - - 5' PUD ESMT \ _ AFN=20 %� 1060643 PROPOSED 10' - ROW DEDICATION I SAWCUT THICKENED EDGE 2' Co I = D ;23' AB) - APPROXIMATE 1.0 LOCATION OF GAS �- PER AS-E: I ASPHALT THICKENED EDGE (AB) SEE TR-523 - APPROXIMATE LOCATION OF WATER LINE PER AS -BUILT DRIVEWAY BUILT UP TO RIGHT 0 F WAY (AB) 0 N = N z > N C `° m N zl APPROXIMATE LOCATION OF STORM SYSTEM 20' PER AS -BUILT SEE NOTE 2 FOUND 2" IRON PIPE 0.51'S X 0.13'W OF PROP. CORNER 9-12-17 0 EX. SSMH RIM-401.04 o IE=385.46 8" CONC. IN, S. IE-385.46 8" CONC. IN, E. IE=385.36 8" CONC. OUT, N. GAS GAS SS GAS 4" p0000°0 0 0 0°0°0 .0 0 0 0 0 0 0 0 0 o PERVIOUS CONCRETE, SEE NOTE 1 (MIN) 0000000000000000000 6 PERMEABLE BALLAST, (MIN) O p O O O SEE NOTES 2& 3 6" (MIN) RUNOFF TREATMENT LAYER (IF REQUIRED PER EDMONDS 1' (MIN) ABOVE SEASONAL STORMWATER CODE), SEE NOTE 4 HIGH GROUNDWATER TABLE OR HYDRAULICALLY RESTRICTIVE LAYER - SUBGRADE, SEE NOTE 5 GENERAL NOTES: 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 11) AND INFEASIBILITY REQUIREMENTS. 2. THE MINIMUM THICKNESS SHOWN ABOVE MAY NOT BE SUFFICIENT FOR ALL APPLICATIONS. A PROJECT SPECIFIC PAVEMENT DESIGN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN CIVIL ENGINEERING TO: 2.1. SUPPORT THE ANTICIPATED LOADING (E.G. PAVEMENT DESIGN LIFE, INITIAL AND TERMINAL SERVICEABILITY, RELIABILITY, ETC.) AND 2.2. TO SATISFY THE HYDROLOGIC REQUIREMENTS OF THE CITY OF EDMONDS STORMWATER CODE (I.E., CODE MAY WARRANT A THICKER PAVEMENT SECTION THAN THE MINIMUM STRUCTURAL SECTION REQUIRED). 3. FOR SUBGRADE SLOPES 3% OR GREATER, SUBSURFACE CHECK DAMS OR OTHER METHODS TO PROMOTE SUBSURFACE PONDING ARE REQUIRED. 4. GEOTEXTILE SHALL NOT BE USED IN PAVEMENT SECTION UNLESS REQUIRED BY GEOTECHNICAL ENGINEER. IF REQUIRED, GEOTEXTILE SHALL CONFORM TO WSDOT 9.33.2(1) GEOTEXTILE FOR SEPARATION, WOVEN TYPE. 5. REFER TO WSDOT LOCAL AGENCY GSPs DIVISIONS 2-9 FOR APWA GSPs. NOTES: 1. PERVIOUS CONCRETE SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-06SA. SURFACE SLOPE SHALL BE BETWEEN 0.5% AND 10%. 2. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1. 3. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. 4. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2017 CITY OF EDMONDS STORMWATER ADDENDUM. 5. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. REVISION DATE CITY OF EDMONDS TYPICAL PERVIOUS DECEMBER 2017 CONCRETE PAVEMENT PUBLIC WORKS STANDARD y DEPARTMENT DETAIL APPROVED BY: R. ENGLISH SD-622 Know what's below. Call two business days before you dig. UTILITY CONFLICT NOTE: SCALE: 1 "=20' CONTOUR INTERVAL = 2' 20' 0 20' 40' I z 0 CE J Y U � N N N 00 N N 00LO N N � J Z I N rn 0 U � W U GAS 0 - Q - W Z W z W Y 0 > O `� I000Ua. a. LEE � WAS Cdjff S 20123035 o��IST ss ONA LSE 1211512022 cz C� w Wq. OHPUj n Q 2 .5'± WIDTH ASPHA T I O F a� a o� INTERSECTION BLOW-UP J w� rn o LO N o O m cc NOTES: 1. STOP SIGN SHALL REMAIN AT INTERSECTION THROUGH ALL PHASES OF DEVELOPMENT. STOP SIGN CAN BE TEMPORARILY SUPPORTED IN BARREL DURING CONSTRUCTION. 2. PAINT CENTERLINE, AS REQUIRED BY THE PUBLIC WORKS DEPARTMENT, PRIOR TO PROJECT COMPLETION. COORDINATE WITH PUBLIC WORKS REGARDING STRIPING LOCATION, LENGTH, TRANSITION, ETC. 3. HOUSE, DECK AND PERMEABLE CONCRETE DRIVEWAY TO BE COMPLETED DURING BUILDING PERMIT PHASE. 4. PR6P6S-ED ROAD WIDENING 2.5' ON 72ND AVE W 3.5' ON 176TH ST SW CAUTION: 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 @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER OF RECORD TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. P FN : #20170057 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION z O H 0 z FE i J ♦LU (D O a z =z u 0 z Q Z Lu L o a U) J o a z J Q Q LU W F_ W Q Q -I LV v, z CO C LJJ LL 0 H U SHEET OF 6 9 17-0523 I SW 1 /4. SW 1 /4 SEC. 8 TWP. 27 N .RGE. 4 E W.M. a N a � V1 N 0 a 0 a a N I Gi EX. SSMH N RIM-387.35 IE=378.27 8" CONC. IN, E. N IE=378.17 8" CONC. OUT, W. APPROXIMATE LOCATION OF- -W W GAS LINE PER AS-BUILTS W W W W 24" DI 711 c� GAS SS=_sSS U 0 co o W W N nW OHP OHP ROCK WALL t5' HIGH f 1' WIDE CONC. WALL f5' HIGH t0.6' WIDE w Z �y r U APPROXIMATE LOCATION OF GAS vDi u� CONNECTION PER AS-BUILTS APPROXIMATE LOCATION OF EXISTING SEWER CONNECTION W W PER AS-BUILTS W W CONC. WALL W x U> v N - W W W W 176TH_ ST SW f2 HIGH APPROXIMATE LOCATION W f 1' WIDE • OF WATER MAIN PER i SS _ - - J _ N87*53'4_0"W 722.87' _ .. AS -BUILT �0 7TT GAI ss cAs Ss GAS SS ss STAIRS - 3 W - W A IA � G S GAS SS GAS SS S SS ellN M - - - - - 388 - - GAS S SS S ss -0 / - - - _390- - - - -�-39 w cas c s �S GAS OHP -- -- - - 392 -- - - - - -- - -- -- - - - - ASPH OHP - - rri- 394--- - - - OHP -.OHP - - - - _ W / 199.63'o - L�- ST ------- 7° SG QHP 8" DqCIDUOUS cn - 4- 10 HP OHP OHP D CONNECT EX ROOF DOWNSPOUTS TO I I N e UTILITY I o 15 LF 8" PVC 0.2' W. SPLASH BLOCKS FOR DISPERSION I 18" FIR \e \ ( i EX. 6' WOOD -- /----____ ____------ EASEMEN / S- OX OVER VEGETATION �° FENCE -- -- ----- _ ------------- 50FT MIN VEGETATED FLOWPATH CONC. n • I �� \ 6LF 4" PVC - ------- END ( 28" FIR o w - 2 s PER BMP T5.11 n _-- 5' WOOD FENCE CROSSES 1 T TYP L - - - - L - 26 FI - 06" PERF`,�,RATED PIPE, TYP ------ PROP. LINE 41.1 ' S. OF PRQP. ". YE \ 8' DEEP _ -_ - co CH CLEANOUT E SD-619 TYP NW PROP. CORNER III / \EXTENDED d _I \IY o E ---- - ----- ---- I r SURFACE I__-- �. COIVC. EXISTING I I z 25 BSBL DOVVN$POUT �{ ----________.i a: 1 IN`FILT ATION v,l I 16, I 50 FT FLOWPATH TYP �-�----- - I� r � GARAGE I I � 12 � � I 5' / I <------------ . I I �, I 3� 36 LF 4" PVC RENC PER 4•I I I i j POWER METER I �, I S=his 2.3X Y IE= c.: Illlllll/lll/!!Ui , I T TYP I MIN CB TYPE 1 (AB) SEE SD-636 EX. 5' WOOD FENCE LOT 1 EXISTING HOUSE I I AREA GRATE 0 TYP 300 LF r ! ! I I ! I i LF ! 17606 72ND AVE W I I RIM=39 6$ 395.03 Ni TOTAL I III i Pv� 22,659 SF IE=393.67 393.23 I II I CONC. STAIRS j a CONS a SEE SD-303 & I I I v ' 2I LOT 9 I D I CONC. .__ 1 I I I - SD 324 18 LF 4" PVC I/ i m I I A EXISTING 8 � S=+% 11.2R I RUTH CARTER �d IW <-------I-------� _ �Aoti� I GRAVEL '� Ir T- 6 LF 4" PVC S 1% / 9 LF 4 PV I / I / loro / S=1% z I �LOT 2 CB TYPE 1 � ( ) DECIDUOUS / FIR CONC. of 12 527 SF CONNECT TO L RO�ID L396D-69 3 5 84 CB TYPE 1, AREA GRATE RIM=394.5 I E=391.88 SEE SD-30 SD-324 & FND CONC. VON. W/2" BRASS DISK W/ "X" IN CASE ±0.60' BELOW EL=394.41 9/12/17 4S GAS GAS GAS GAS W v W EX. SSMH RIM=395.50 �e IE=379.87 8" CONC. IN, S. ° IE=379.87 8" CONC. IN, E. IE=379.79 8" CONC. OUT, W. S w 8" CI W W w SD SD SD 31 GRAV L AD RIM 395 59 APPROXIMATE s0 kI S TO Dn CB "DECOMMISSIONED" STORM SYSTEM EX. 6' WOOD FENCE �I ' DS TIGHTLINE 9 LF 4" PVC i IE=393.87 39 .97I ' T / o - - - , _ SEE SD-303 L - 28" CEDAR 25' BSBL - / 32" FIF S-2% 6" TRENCH - - - - END OF �� A / ----- M FENCE i I DRAIN (ZURN W .. I . _ ...... _ ... TYPE Z886 8Q L 40 FIR / 8„ r J Jy±y y,y+yJy..........y+yJy.y,yJy±y+y±y+yE {.y.y.y.y.y.'.'.'..'.'.'.'.' '..'.'.'.'..'.'.'.'.'.'..'.'. %.,..;..;. 1.7' E. IL / IL EX GRAVEL .�.,.,..'... �... • ... - ..... o.. . EDA _ � 26" FIR VERTICAL CURB I ........ 10 BSBL --- x- 1 "DECIDUOUS �L Z� �� O I �, o -m 0 REDWOOD '38p� \ 194.97 DF�DUO'�1S �� \ I 28" FIR N89°11'10" W 319.63' ;" BIRCH ❑ \ 16� DECI \UOU� I 396 1 A� cp / 6' WOOD 39 EX. 6' WOOD a cP o \ I 6'� FENCE 398 36" MAPLE FENCE � I END OF I \ I I I I I I I � I A LOT 2 CHRISTOPHER JENSEN, MARIA BOLLARD 6' WOOD FENCE CORNER FALLS ON PROP. LINE 110.6' W. OF SE PROP. CORNER TRENCH CLEANOUTS (AB): TOP-395.6 O TOP-394.6 IE-392.0 IE-392.4 8 TOP-393.6 OTOP�396.3 2 IE-392.3 IE-391.3 3 TOP-395.21 s TOP-393.6 IE-392.01 IE-391.1 OTOP�394.7 4 �o TOP-393.9 IE-391.9 IE-391.2 s TOP-394.7 G TOP-394.0 IE-392.1 IE-391.4 s TOP-394.8 12E�392.2 TOP-394.3 I IE-392.2 LOT 3 ROBERT D SHOUP GAS FENCE SCHOOL BUS SIGN `� PER AS -BUILT OHP OHP OHP OHF 3g6� POWER POLE 0�5>t "DECOMMISSIONED" CB TYPE 1, AREA GRATE (AB) P 5' PUD ESMT RIM=395.75 395.77 7% AFN. 200711060643 IE=393:99 393.09 PROPOSED 10' SEE SD-303 & cn ROW DEDICATION SD-324 & NOTE 7 4" MIN OBSERVATION WELLS SEE SD-636 TYP (AB) APPROXIMATE � I I � n O N 0 !n 0 Z g89 N ;v m N (N ZI � v ' � I WAPI F_ 2 I I I I � 0 x GAS GAS 0 LOCATION OF GAS PER AS -BUILT DRAINAGE NOTES: APPROXIMATE LOCATION OF WATER MAIN PER AS -BUILT APPROXIMATE LOCATION OF STORM SYSTEM PER AS -BUILT FOUND 2" IRON PIPE 0.51'S X 0.13'W OF PROP. CORNER 9-12-17 v EX. SSMH N RIM=401.04 v IE=385.46 8" CONC. IN, S. IE=385.46 8" CONC. IN, E. IE=385.36 8" CONC. OUT, N. AS GAS SS I N v D I En v � I W Q SCALE: 1 "=20' CONTOUR INTERVAL = 2' 20' 0 20' 40' z O Ln Of 1. INFILTRATION TRENCHES SIZED PER BMP T5.10A AND FIGURE III-3.1.2 FOR MAXIMUM LOT COVERAGE. 2. LANDSCAPE AREAS TREATED WITH POST CONSTRUCTION SOILS PER BMP T5.13. SEE DETAIL SD-642. 3. INSTALL SEDIMENT TRAPS PER ER-902 AFTER STORM DRAIN CATCH BASINS ARE INSTALLED. ALL CLEANOUTS SHALL BE SECURELY CAPPED. 4. SEE SHEET 8 FOR DRAINAGE DETAILS. 5. ROOF, DECK AND PERMEABLE PAVEMENT DRIVEWAY IN LOT 2 SHALL BE CONSTRUCTED DURING BUILDING PERMIT PHASE. 6. IMPROVEMENTS IN LOT 1, FRONTAGE IMPROVEMENTS AND THE INFILTRATION TRENCHES SHALL BE CONSTRUCTED DURING THIS PHASE. 7. FIELD VERIFY LOCATION OF EXISTING WATER MAIN PRIOR TO CONSTRUCTION. 8. EACH PROPOSED CB SHALL HAVE A RISER PER SD-636. (NOT INSTALLED AB) 0 z :-;:r 0 m U Q 00 J J W LEA Ew N rn 0 cq U U W W m 0 0 7 LU w z z Y O O I= IL L U Q s!' LEE *. of 2 23 O31 LSEN G\�<v 44 1211512022 N = Z E % W_ W CL U � U � Q � f� fj c O - �� a o� Z cr J W � rno --� N O � m 0 cc V z U) a CATCH BASIN ROCK PAD BLOW-UP (TYP) '-5' IMPERVIOUS AREA TABLE: 0 I NEW DF\ EAY 1 ',I F TF REMOVED IMPERVICF 25% RETROFIT 2,CC0 G-I'v11`i- : Fes, ,F _'F 'I F ;^v'IT ,%`I RIGHT OF WAY NEW IMPERVIOUS ROAD WIDENING 1 ,500I� -I F°H IOf'J LOT 2 NEW IMPERVIOUS =, ROOF 1 , CC PIF -TET. PE- K. F ' `IF TEa I��H DRIVEWAY" 44 F F, Gv, FtiF I F P ` ,-P. F�- UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER i 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 @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER Know what's below. OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION Call two business AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE da s before OU dl CONTRACTOR SHALL CONSULT WITH THE ENGINEER OF RECORD TO Y Y g RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. P FN : #20170057 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION H a J a. (D O z w = w CD 3: t) � w w Z J o a cao J a J_ Q m O cn a 0 a w SHEET ( 7 ' 17-0523 cn 0 z 0 LJJ I'� LL 0 H U IF SW 1/4. SW 114 SEC. 8 ,TWP. 27 N ,RGE. 4 E W.M. 0 r U a J Z 1!7- f Ir Uj RESIDENCE a w Ir O 25 CLEANOUT 0- N WITH 45' BEND AND 2' CAP - CLEANOUT (MAX) (TYP) TO EXCEED 100' BETWEEN CLEANOUTS W A CLEANOUT (WYE ITH C P AND CLEANOUT COVER) AND z CONCRETE LEVELING COLLAR d W p 12" LOCKING COVER a 3 SEE NOTE 3 12"f FINISHED GRADE 0 END OF PIPER GRIPPER PLUG 15 (CHERNE 27061 OR APPROVED EQUAL) WATER TIGHT CAP 45' RISER LEVELING COLLAR SEE NOTE 4 45' 'JAR 12" PVC SLEEVE 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND 6" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND 4" OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL 3Z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT a a OW LEVELING COLLAR NOTES' w SEE NOTE 4 W a 5 i5 ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 12' 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3.SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS ONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED 7EN EQUAL. 6" RISER IPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: ERNE 270261 VED EQUAL) • IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR REVISION DATE `CITY OF EDMONDS SEWER CLEANOUT DETAILS JANUARY 2018 PUBLIC WORKS STANDARD DEPARTMENT DETAIL FSt. g SS -ZOO APPROVED BY: R. ENGLISH W Ir w Z O I 2�a0 wdw d 00� U a apm 10' `(IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4" TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT OR ABOVE FINISHED GRADE. w z a LOCKING CLEANOUT COVER PER COE STD DTL SS-200 0. 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX 22.5' OR 45' BEND 6' TEST TEE 6" WYE/6" ROMAC SADDLE SEE NOTES 1 AND 2 POSSIBLE SEWER MAIN LOCATION 22.5' OR 45' BEND 6" TEST TEE 6" TEE POSSIBLE I SEWER MAIN LOCATION NOTES' 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 3. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGBACK FERNCO RC SERIES OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED, 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. REVISION DATE `CITY OF EDMONDS MAY 2018 NEW LATERAL SEWER 7_F"I PUBLIC WORKS STANDARD = DEPARTMENT DETAIL cyst. 189 BY: R. ENGLISH SS-ZOZ PROPERTY LINE 0 R.O.W. FINISHED GRADE L �I METER SUPPLIED I I L= �BYCITY � Q I I BALL VALVE � - - - - - G I I H N- - - - - - - A II II I LJ C ��--�, C v K B DIRECTION OFFLW _ A OF FLOW J I WATER D MAIN F MATERIAL LIST: OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING OB 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) CO DUAL PURPOSE UNION OD MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-4440 FOR 1" OWHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL E PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44 WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S 0 OG IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID OH FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT OI 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE SCHEDULE 40 3/4" OR 1' PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING OJ /- WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) © PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS OM BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. REVISION DATE % CITY OF EDMONDS 3/4 -1 JANUARY 2018 WATER SERVICE PUBLIC WORKS INSTALLATION STANDARD DEPARTMENT DETAIL FS t APPROVED BY: R. ENGLISH WA-1 30 EX. SSMH APPROXIMATE CONNECT SS STUB TO EXISTING MAIN RIM387.35 LOCATION OF GAS 15 LF 6" IE=3�9-3-3- �n CONNECTION PER IE=378.27 8" CONC. IN, E. SDR-35 PVC � SEE GU-400 & GU-410 OR ROAD AS-BUILTS S=50% IE-378.17 8" CONC. OUT, W. 6" SS CLEANOUT AND TRENCH AND PATCH DE IL APPROXIMATE LOCATION OF 12" LAMPHOLE COVER APPROXIMATE LOCATION WATER SE ICE _W W GAS LINE PER AS OF EXISTING SEWER W/1/2" HEX BOLTS CONNECT 0 EXISTING MAIN w CONNECTION SS-200 (AB) 1" TYP K COPPER TUBING `0 - - - - - - - - - - 2 4" D RIM =393�6 393.86 PER AS-BUILTS W w IE=383-85 380.81 OR 3/4" w W SEE NOTE 1 ETER SEE WA-130, CONC. WALL--] w W SEE NOTE 3 (AB) 176TH_ ST SW ±2' HIGh- APPROXIMATE LOCATION - o ± I' WIDE ii7/T OF WATER LINE PER _ H AS -BUILT N87'53'40"W a� ss � -4: - - 722.87' - GAS GASSS cV- GASS G� -� - O 00 cuss = STAIRS- w W Nca _ W G S SS SS GAS N SS M GAS SS -� 386 Gas SS OHP c s----- GAS - GHP G / _ -390- - --- ------ 39 - -SS OHP oHP s --�SHB 8' _----- 394------- GAS )HP_ _ ---- ROCK WALL l I 199.63 DEEP ±5' HIGH I I 4" PVC / - - - _ - _c 3 0.00, \ 28" FIR ------ -- - N8 °53' 0' +I' WIDE / 8" D�CIDUOUS \ 120.37 CONC. WALL < I I / CO UTILITY OHP 4= N N I /// D N _-- / 14� ALDER EASEMEN I ±5' HIGH � � I 18" FIR _ ±0.6' WIDE I q �00 _ I 28" FIR �. ur -�---- L- 26 FI v _ PRQP. CORNER 25 BSBL YE 8' DEEP C/0 ®i \EXTENDED �\ SURFACE Wr����/ <-------I-------- POWER METER E LOT 1 1 EXISTING HOUSE 22,659 SF F. 7606 72ND AVE W i� I, CONC. STAIRS LOT 9 I CONC. RUTH CARTER i�-----���� °i I / \ y( b 4" DECIDUOUS // �� IR CONC. LA. U vGOL)D FLIvCE- I / / \ / SBL ° / I J7 - 25' B - - 32" FI1 END OF FENCE 40" FIR / \ 8 EDA �\ - 1 "­4�,ECIDU UO S //26" FIR O I c� ' • • �� 3 W f 3-7 35 LF 6" SDR-35 PVC S=3$% 20.6% SS CLEANOUT (AB) V) I RIM=394.e 394.78 SEE STANDARD DETAILS SS-200 CUD I J o O O a CONCH: a IE=389.E) 388.03 SEWER SOOVICE, o 0 o EE NOTE 2 '0 � �TF -EXISTING I I GRAVE; I / 12� Io <<o a Q I ,I W I F- ICC) I� 10' I LOT 2 I 12, 527 SF C14 I FFE=397.00 / o ;" . t, ; •, ., t . �WM, S - 22_ RCH - / - 10- BSBL - ` o \ \ \ ^� O REDWOOD 0 "' 194.97' / 3g \ 38" CEDAR 5 0�14�DE`CIDUO`�JS \ \�� \ I 28" FIR N 7-11,10" W 319.63'' 5" BIRCH I \ 16�DEC1 \UOUS� I �9 6" DOGWOOD Know what's below. `\ \ ��� c / 6FE 0� v96\ i EX. 6' E00� \\398 28" MAPLE c \ \ \ \ 36" MAPLE Call two business -� a days before you dig. I I \ UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER N 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 \ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER \� OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON \ ° THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION \ a AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE w CONTRACTOR SHALL CONSULT WITH THE ENGINEER OF RECORD TO \ Z RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. GAS -W / / / Io rnN// //// // / w 0 / Io O U 6" MIN IN w EL a 6" MIN 8" MIN 1-- ­4 8" MIN NOTE SEE COE STD DTL GU-410 BEDDING MATERIAL (5/8" MINUS) CRUSHED PER COE MOD 9-03.16.A.2 OR SUITABLE EXCAVATED MATERIAL AS APPROVED BY CITY ENGINEER (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 36" FOR PIPE UP TO AND INCLUDING 12" DIAMETER • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS JANUARY 2018 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD - DEPARTMENT DETAIL Fst 189� APPROVED BY: R. ENGLISH GU-400 EX I'IyDRANT REMAINS. ADDED 4• W= ADAPTER AND BLUE REA.ECM IN STREET PER E7.1 FIND CONC. MON. W/2" BRASS DISK W/ "X" IN CASE ±0.60' BELOW EL=394.41 9/12/17 GAS GAS GAS -- W �;' EX. SSMH RIM=395.50 �e IE=379.87 8" CONC. IN, S. ° IE=379.87 8" CONC. IN, E. IE=379.79 8" CONC. OUT, 4 8" CI w W w-- SD SD EX. SDMH SD RIM=395.59 APPROXIMATE � "DECOMMISSIONED" STORM SYSTEM PER AS -BUILT OHP HP OHP OHP POWER POI "DECOMMI� GD" 5' P SMT AFN. 2 711060643 OSED 10' ROW DEDICATION APPROXIMATE LOCATION OF GAS PER AS -BUILT CA I APPROXIMATE LOCATION OF WATER I> LINE PER AS -BUILT fVN � Ir I 0)D I N C rnN � ZI APPROXIMATE LOCATION OF STORM SYSTEM 0' PER AS -BUILT s \ I END OF FENCE SCHOOL BUS SIGN LOT 2 LOT 3 30' CHRISTOPHER ROBERT D JENSEN, MARIA SHOUP BOLLARD 0 U I I FOUND 2" IRON PIPE 0.51'S X 0.13'W OF D PROP. CORNER cn 9-12-17 I � EX. SSMH cn RIM-401.04 o IE=385.46 8" CONC. IN, S. IE=385.46 8" CONC. IN, E. IE=385.36 8" CONC. OUT, N. GAS GAS D SS GAS -7-, I SCALE: 1 "=20' CONTOUR INTERVAL = 2' 20' 0 20' 40' NOTES: 1. 2x4 WOOD STAKE LABELED "SEWER" PLACED AT SS STUB ON PRIVATE PROPERTY. 2. REMAINDER OF SIDE SEWER ON PRIVATE PROPERTY SHALL BE CONSTRUCTED DURING BUILDING PERMIT PHASE. 3. SIZE OF WATER METER SHALL BE DETERMINED AND INSTALLED DURING BUILDING PERMIT PHASE. 4. UNDERGROUND WIRING REQUIREMENTS PER ECDC 18.05 SHALL BE FOLLOWED. ALL UTILITY SEQUENCES SHALL BE INSTALLED UNDERGROUND. DESIGN BY OTHERS. 5. DRY UTILITIES SHALL MAINTAIN 5' OF SEPARATION FROM CITY UTILITIES IN ROW AND 3' FROM WATER/SEWER/STORM UTILITIES ON PRIVATE PROPERTY. DRY UTILITY PLANS PROVIDED BY OTHERS. PFN: #20170057 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION im Z O V) cr IO Z J J Y U U a N N N 000 cn Cn LO N n N o� QZQ Q� W = J N m U CD Z0 W = i DULL_ LL J w LL N 1`0 rn 0 N \ Q J W W 0 � o W w > z z ll.l 0 0 d' 0 0 0 U Q L E E_ of w.4Sy,NG � 20123035 ��� RiGISTERE� G��`V SS�ONA L E� 12/l5/2022 cn-E Z LLJ CC Q cz 03 co03 a o� J j � o O m O a J li W Z - LU UcnZ LU (All (Alla� J 0 W 0° O LU cn Q Q a LU v, Z 2 LU LL O U SHEET OF 9 9 17-0523