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APPROVED ENG STM RESUB 3+Civil_Plan+9.16.2022_6.20.43_AM+3112139LEGEND (EXISTING) O CASED CONC. MON. W/"X" ON BRASS DISK O EX. REBAR W/CAP "10446", OR AS NOTED �TBM {Y�} TEMPORARY BENCH MARK UTILITY POLE SIGN FIRE HYDRANT ® WATER METER D4 WATER VALVE © GAS METER © PHONE PEDESTAL EO POWER METER ® GAS VALVE ❑ STORM CATCHBASIN SANITARY SEWER MANHOLE BUILDING DRAINAGE ARROWS T.B.R. TO BE REMOVED BSBL BUILDING SETBACK LINE IN THE SE 114 OF THE SE 114 OF SECTION 18, T. 2 7N. , R. 4E. , W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WA. PROJECT INFORMATION SITE ADDRESS 755 DALEY STREET EDMONDS, WA 98020 TAX NUMBERS 00434208302500 LAND USE EXISTING/PROPOSED SINGLE FAMILY RESIDENTIAL LAND USE ZONING: RS-8 SETBACKS REQUIRED: UTILI TIES SEWAGE DISPOSAL CITY OF EDMONDS WATER SUPPLY CITY OF EDMONDS FIRE DISTRICT 1 CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT #15 GAS PUGET SOUND ENERGY 10606 NE 4TH STREET BELLEVUE, WA 98009 (888) 225-5773 ELECTRICITY SNOHOMISH COUNTY P.U.D. 21018 HWY 99 EDMONDS, WA 98026 (425) 670-3200 TELEPHONE — VERIZON 1512 SE EVERETT MALL WAY, EVERETT WA 98204 (800) 483-4100 TELEVISION & CABLE COMCAST CABLE (877) 824-2288 TOTAL PARCEL SITE AREA 6,593 SF BUILDING FOOTPRINT HOUSE 1,608 SF EXISTING DCK 216 ENTRY PORCH 183 TOTAL AREA 2007 SF LOT COVERAGE 30.44% PROPOSED IMPERVIOUS AREAS EXISTING IMPERVIOUS AREAS LIMITS OF DISTURBANCE: 4,300 SF TO REMAIN ROOF: 2,164SF EXCAVATION QUANTITIES: SIDE PATIO: 52 SF PATIO: 1,104 SF 110 CYDS CUT STOOP: 4 SF DECK: 200 SF 110 CYDS FILL TOTAL NEW IMPERVIOUS 2,220 SF DRIVEWAY 688 SF TOTAL EX IMPERVIOUS 1,992 SF PARCEL#: 00434208302500 `ENCROACHMENT NO: ENG 2013-0379 AND AFN / 201309050209 — — — ALLEY 98 59.95' 02 ° EXISTING YARD & F NCING ° 4 EXISTING PATIO c TO REMAIN AREAS OF EX EXISTING DECK a .' DECKS/PATIOS TO REMAIN TO REMAIN a EXISTING STEPS r — — e .• —. — oo _ I AND RETAINING WALL N 1 TO UPPER YARD AREA I° 4 I .. TO REMAIN. a I° a' I d a EXISTING PATIO 41 4 4 -- 4' 2ND TO REMAIN ..•,;, FLOOR I °2:00''. •' " •z ' : CANTILEVER I` I �a -NEW..•..:..•. RESIDENCE', • . , I', • .: ,: •' 'i •'.... ' 11.98C. I I :1:::::::: :::::.1':•... I 1 C. — —NQW 702 n I WALKWAl1 ° •� °. I AND STEfI'S a " ROCKERIES AND PAVERS74 S.F. —' 4 — a : 4 — TO BE REMOVED I ° �o ° I 100 tRhVEWAY ' ..44' '. 0A . 635 S.F. 8 A. 4 / —SD— G W — _SS U Q1 UTILITY, SURVEY, & CONSTRUCTION PLAN DISCREPANCIES w THE EXISTING SITE SURVEY, EXISTING TOPO INFORMATION AND LOCATION OF UTILITIES SHOWN ON THESE PLANS WERE PERFORMED Q) AND SUPPLIED BY OTHERS. THE ENGINEER PROVIDES NO GUARANTEE � OF THE ACCURACY OF THIS SURVEY AND UTILITY INFORMATION. IN THE 148 N EVENT OF ANY CONFLICTS OR DISCREPANCIES BETWEEN THESE PLANS o Q AND THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY o Clio AND CONSULT WITH DECCIO ENGINEERING TO RESOLVE ALL PROBLEMS Q PRIOR TO PROCEEDING WITH CONSTRUCTION. CONFLICTS SHALL BE ADDRESSED AS FOLLOWS: w UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING Q THE LOCATION, DIMENSION, AND DEPTH OF ALL UTILITIES WHETHER m SHOWN ON THESE PLANS OR NOT, BY CALLING 1-800-424-5555 FOR g MARKING, THEN BY POTHOLING THE UTILITIES AND SURVEYING THE If HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS AND m cr CONSULT WITH DECCIO ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR o TO PROCEEDING WITH CONSTRUCTION. U SURVEY CONFLICTS: ANY DISCREPANCIES BETWEEN THE SURVEY AND TOPO INFORMATION SHOWN ON THESE PLANS AND THE ACTUAL Q z FIELD CONDITIONS ONCE THE SITE HAS BEEN CLEARED, SHALL BE z - BROUGHT TO THE ATTENTION OF DECCIO ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Z 3 PLAN DISCREPANCIES: IN THE EVENT THAT ANY DISCREPANCIES to .o ARE FOUND ON THESE APPROVED ENGINEERING PLAN SHEETS, THE Q m CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS AND CONSULT WITH DECCIO ENGINEERING TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. c1 X SDG— 1— SD— — — —SD- - v, G G — W DAM STREET W oN 94 ` W i SS _j_ SS NEW PATIO 52 S.F. NEW LANDING 4 S.F. GRAPHIC SCALE 20 0 10 20 40 1 INCH = 20 FEET Portofino,\ Restaurant & Bar®° Maplewood Rock Pygat Dr Puget & Gem Club Melody to Edmonds 3 ElementarySchool0 z Maplewood Park© _,J __Hlndlay.ln _,o n D C-pP r St Caspers St 2OD1h S Edmonds Food Bank Vl:taPi Julie mccay gibso THE BOWL n " _1'l::i ic1 OF EDMONDS 2 Carol W. a glen s, 755 Daley St, Edmonds, WA 98020 Glenst < �: zoo ®; Daley S[ o.d,•y ;: �- Demetris Rivarolaree �. -%,,Woodstone Taverna S'.Gg SrVilla Delivery .a g on 1 at Order aTeslas Drones s O z z Edmo7dsFerry Terminal 5a11S ao„s, 8ellSt D d E3 z m z MainS[ a' Las Br' iaym S1 Dayton St'2 ®Deal Se Originally S15 Marde Wm ' A Maoie n A n Maples y Yost Park., _ y Alder S1 rn ,I -lut Street Coffee a�aLD Alder St Ma Sr _ Walnut S[ Yost Park Tennis "�a. ids hI Ileberger Ho11y0, Cedar S1 P and Pickleball Courts h Greek 3Pruce St �` SPfutc,Sl_ S + Edmonds > j g-_ _,— CI Park T m 0i �) Hemlock W_eY Hemlock St _ N (A N 214th%SW SW t s Laurel St 7,"osr P;nr ; w Pine St r'me St m 216th S1 SW rtl D rway[h Ln n H 217th St SW „tec p n — 21 ath St SW y 3 5 \ PINE PARK SURVEYOR PROJECT ENGINEER: DECCIO ENGINEERING 17217 7TH AVE W. BOTHELL, WA 98012 ATTN: RICHARD DECCIO (206) 390-8374 (425) 741-8214 FAX EMAIL: RDECCIO@COMCAST. NET APPLICANT / OWNER GRETCHEN PAWLING AND JIM BAILEY SITE ADDRESS: 755 DALEY STREET 755 DALEY STREET EDMONDS, WA 98020 EDMONDS, WA 98020 ROOF LINE HAUL ROUTE FROM SITE: WEST ON DAILY STREET TO 8TH AVE N. THEN SOUTH ON 711 TO MAIN STREET/212TH ST SW. THEN EAST ON MAIN STREET/212TH ST SW TO HWY 99. TO SITE: HWY 99 TO 212TH ST SW/MAIN STREET. THEN WEST ON MAIN STREET/212TH ST SW TO 7TH AVE N, THEN NORTH ON 7TH AVE N TO DAILY STREET. _NTRY NOTE: HAUL ROUTE NOT PERMITTED FOR TRUCK AND TRAILER. JEW DECK OVER GARAGE — SD — SHEET INDEX: C-1. COVER SHEET C-2. EXISTING SITE CONDITIONS LEGAL: C-3 TESC PLAN C-4 GRADING, AND DRAINAGE PLAN C-5 NOTES C-6 DETAILS ENGINEERS NOTE VEGETATION COVER CONTRACTOR TO VERIFY LOCATION AND DEPTHS OF ALL EXISTING UTILITIES PRIOR TO BEFORE GRADING — LAND/LANDSCAPE START OF CONSTRUCTION AND NOTIFY AFTER GRADING — LAND/LANDSCAPE. THE ENGINEER OF ANY CONFLITS. SOIL TYPE: GRAVELLY SANDY LOAM GRADING QUANTITIES CUT — 30 CUBIC YARDS FILL — 30 CUBIC YARDS TO BE BALANCED ON SITE CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 DATE: APPROVED FOR CONSTRUCTION CITY OF EDMONDS CITY ENGINEERING DIVISION m w L3LJ /�/1••1' W \ H m 0 U w0 w Y o U Ir Z > w Of LLl a- 1 C / V U Q > m LLJ U H U U 00� Of C Ld a- Qf� LLJ w a � U q Q � Q< � 0 m (U (U W cU N Z Z W Q Q 0 cc rl Ld � 00 �00 1 C \ 0 83 \ O N //� �( �V CN • Q m J V Q N d bSJ�blS C� O a� 1 C�� � I— tn w W Nro CV O 00 00 z ao I I QQ�r J 0 W O o m Ii N LU O V LU 0 CN O NN z N N Z 00 00 O (V < 0 rnLj Q � O � a- Q _J 0 z O � U � I ,U w AA 1 \\ L_LJ �C W W O v--. = LJJ W Q I LLJ LnNQ�; 0 LAJNL�O o C0 z w J z LULJ z � m (./7 � LLJ _J z a- z z w LIJ O O Q w J C) LLJ U vn SHEET 1 OF 6 C 1 6 0 1 0 0 0 12 IN THE SE 114 OF THE SE 114 OF SECTION 18, T. 2 7N. , R. 4E. , W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WA. SSMH 1 TOP 11.1 GRAPHIC SCALE 20 0 10 20 40 1 INCH = 20 FEET ENCROACHMENT NO: ENC 2013-0379 AND AFN 201309050209 PROTECT ALL DECKS AND PATIOS THAT ARE TO REMAIN. IF ANY HARD/IMPERVIOUS SURFACE — — — ALLEY TO BE REPLACED, THIS SHALL BE CONSIDERED as NEW IMPERVIOS SURFACE AND SHALL REQUIRE 59.95' — 'o� A STORM WATER REVIEW. EXISTING YARD & F NCING '° EXISTING PATIO . TO REMAIN AREAS OF EX EXISTING DECK a TO REMAIN o' DECKS/PATIOS TO REMAIN EXISTING STEPS r AND RETAINING WALL N TO UPPER YARD AREA "I a' ° 13 ' I TO REMAIN EXISTING DECK TO REMAIN n ° i a 702 L WA11 TEfS d —. — ROCKERIES AND PAVERS F' TO BE REMOVED ° 700 I ° .. !Rb EWAY ° ri a .. °a. N 635 S.F. T— - —--=9 _ — e °ram —SD— — G W PROVIDE INLET PROTECTION (SEE DETAIL C6) SD— I-3 SD— - -G G W v' A EY tTREET V- 94 ` W ss "`L"MDEMO EXISTING HOUSE AND FOUNDATION (DEMOLITION TO BE UNDER SEPARATE PERMIT) NEW PATIO 52 S.F. ]�—NE LANDING 4 S.F. i ROOF LINE I SILT FENCE (SEE DETAIL C6) E I CONSTRUCTION LIMITS iKOVER GARAGE XISTING DRIVEWAY TO REMAIN STOCK PILE AND STAGING AREA u'dvy� USE EXISTING DRIVEWAY AS CONSTRUCTION ACCESS —SD— — G W 9k SS — NOTE: FILTER SOCKS WILL BE ADDED TO ANY CATCHBASINS DOWNSTREAM FROM THE CONSTRUCTION SITE CONSTRUCTION SEQUENCE 1. SCHEDULE A PRE —CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES & FLAG LIMITS OF CLEARING 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES NOTE: SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. INSTALL AND MAINTAIN ALL TESL MEASURES ACCORDING TO APPROVED PLANS, CITY 6.ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE 7. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE REQUIRED DURING CONSTRUCTION. DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 8. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 9. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 10. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 SCOPE OF WORK LEGEND (EXISTING) O CASED CONC. MON. W/"X" ON BRASS DISK O EX. REBAR W/CAP "10446", OR AS NOTED �TBM {Y� TEMPORARY BENCH MARK UTILITY POLE SIGN FIRE HYDRANT ® WATER METER D4 WATER VALVE © GAS METER © PHONE PEDESTAL DE POWER METER ® GAS VALVE ❑ STORM CATCHBASIN OS SANITARY SEWER MANHOLE BUILDING DRAINAGE ARROWS T.B.R. TO BE REMOVED BSBL BUILDING SETBACK LINE THE 13 ELEMENTS OF A CONSTRUCTION SWPPP 1. Preserve Vegetation/Mark Clearing Limits: The clearing limits are indicated on the plan sheet. Furthermore, clearing and grading will be limited to only areas that need to be disturbed for grading/construction of the site and frontage improvements. Construction will require regarding the entire site. Field marking the clearing limits shall be completed prior to clearing and grading activities. BMP's: Preserve Natural Vegetation (VEG) 2. Establish Construction Access: Access to the construction site shall be limited to the rock construction entrance. The rock construction entrance shall be installed off of the Street to provide access to the construction vehicle/equipment staging and employee parking areas. BMP's: Rock construction entrance (CE) See detail sheet C9 3. Control of Flow Rates: Storm water detention: No detention is proposed for the site since the work should be completed in a short period of time. BMP's None Proposed 4. Installation of Sediment Controls: Sediment control will be provided through a combination of filtration through the surround on —site vegetation, or filter fence if required. , BMP's: Silt Fence (SF) Sediment Trap (ST) 1 5. Soils Stabilization: Temporary and permanent soil stabilization will be provided. Temporary stabilization will be provided through the application of straw and/or plastic sheeting to exposed, worked earth. From October 1 until April 30, no exposed soil may remain exposed and unworked for more than two days; after May 1, no exposed soil may remain exposed and unworked for more than seven days. BMP's: Straw Covering, Plastic Sheeting, Final Landscaping(as required) 6. Slope Protection: Stock piles shall be protected from erosion through cover and prevention of concentrated surface runoff flows on steep slopes as required. BMP's: Plastic Sheeting, (AS REQUIRED) 7. Protection of Permanent Drain Inlets: Inlet protection will be provided for all catch basins. BMP's: Inlet Protection (IP) See detail sheet (AS REQUIRED) 8. Stabilization of Channels and Outlets: All channel slopes shall be constructed and protected against erosion in accordance with County code. (None Required) 9. Pollutant Control: Pollutants shall be controlled through the on —site BMP's proposed above. 10. Dewatering Control: De —watering: Interception of the water table is expected to occur. (NOT REQUIRED) 11. BMP Maintenance: All BMP's and SWPPP elements shall be inspected daily and maintained as required. 12. Project Management: The project shall be managed in a cooperative effort by the project manager, contractor, engineer, and the city inspector. During the construction process, if unforeseen issues arise that cannot be resolved on site, construction activity (other than SWPPP maintenance) shall be halted and the owner's representative and the project engineer are to be contacted and informed of the situation. The Erosion Control Led is TBD. 13. Protect on —site stormwater management bmps for runoff from roofs and other hard surface on —site stormwater management bmps used for runoff from roofs and other hard surfaces include: full dispersion, roof downspout full infiltration or dispersion systems, perforated stubout connections, rain gardens, bioretention systems, permeable pavement, sheetflow dispersion, and concentrated flow dispersion. the areas on the site to be used for these bmps shall be protected from siltation and compaction during construction by sequencing the construction in a fashion to install these bmps at the latterpart of the construction grading operations, by excluding equipment from the mps and the associated areas, and by using the erosion and sedimentation control bmps listed below. relevant bmp's bmp c102: buffer zone DATE: APPROVED FOR CONSTRUCTION CITY OF EDMONDS CITY ENGINEERING DIVISION m w L3,w m > j m w LLJ o w Y p w O ~ Q > LU OC Cd 0 U Q > >- M w >- U U H U Q� Q� w o � � �a m m Q Q cr- o m cu ()J Ld CU(U [V U � � w < o cu r ON O M W J LO N by j � V, S I— Cn w Ldo0000 Z 00 1 1 >°'a) ¢¢�� ,0 C J LJ Cqo a m Ii ^W W w _0 V V w Q CN O N N z N N _ CX3 00 O N_ co Q o Ld O a- Q J z O w ,I�w LJJ �co0 �Li-i F_ JNw� o m z li; Q < wz C) �LJJ J z a_ L- Q z a z w w oc O z Cn Q �w J W Q U) SHEET 3 OF 6 G IN THE SE 114 OF THE SE 114 OF SECTION 18, T. 2 7N. , R. 4E. , W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WA. SCOPE OF WORK 1. IMPROVEMENTS INCLUDING DESIGN OF STORM TRENCHES, CONSTRUCTION OF THE HOME AND ONSITE DRIVEWAYS. ENCROACHMENT NO: ENG 2013-0379 AND AFN 201309050209 ---------- ALLEY — — 59.95 - 70 EXISTING YARD & F NCING EXISTING DECK TO REMAIN I\ F------a — — —. — — — -- I N I O ° aa a EXISTING PATIO TO REMAIN F-UUNUA I IUN, ICU I F'KIUK I U I HE UA I UH BA51N. 11 YY \ If�S � — a vAND ROCKERIES AND PAVERS 74 S.F. I ° TO BE REMOVEDCD . I � 100 ° 4 R.LVEWAY ° ° L 24LF 4" PVCS=1.250/ INSTALL NEW TYPE I CB INSIDE OF PROPERTY LINE RIM 95.70 +/- E IN 92.50 4" PVC IN - IE OUT 91.62 12" DIP OUT TEMP, P-POLE 34 LF 12" DIP S=0.5 % - —SD— G INSTALL NEW 1-INCH WATER METER AND RUN NEW 1-1/2 INCH SERVICE LINE LINE FROM WATER MAIN TO HOME AND PROVIDE PROTECTION DURING CONSTRUCTION SSMH TOP 94.5 cl CONTRACTOR TO POTHOLE AND VERIFY DEPTH OF EX GAS CROSSING AND UTILITIES TIE INTO EX CB — _SD -G SAW CUT EX ASPHALT AND PATCH RIM 93.5 IE OUT 91.40 12" EX IE IN 91.40 12" DIP 5-LF 12" DIP S=0.5% SET NEW CB TYPE 1 WITH SOLID LID RIM 93.50 IE IN 91.45 N 12" DIP IE OUT 91.45 W 12" DIP a 635 S.F. I a WM —��-- 59.95' v v Im MIL Y STRtET .I I IL IN M SEWER NOTE: MINIMUM 10' UTILITY SEPERATION SHALL BE REQUIRED BETWEEN EXISTING PATIO WATER AND SEWER. TO REMAIN AREAS OF EX DECKS/PATIOS TO REMAIN EXISTING STEPS AND RETAINING WALL TO UPPER YARD AREA TO REMAIN. - 2ND FLOOR I CANTILEVER I� —NEW PATIO 52 S.F. I I I —NEW LANDING 4 S. F. —ROOF LINE I vv SS G � I I 26LF 6[' f S=7.2go% /I / -NEW AND/OR REPLACED DRIVEWAY SLOPES SHALL NOT EXCEED 14% SLOPE CONSISTENT WITH ECDC 18.80.060 CO RIM 96.80 IE 92.80 6" PVC EXTEND EX DRIVEWAY ENTRY PROVIDE A CLEANOUT WITHIN 2' OF THE STRUCTURE, AND A 6" NEW DECK OVER GARAGE CLEANOUT IS REQUIRED AT THE PROPERTY LINE. THE 6" CLEANOUT SHALL HAVE A 12" CAST IRON LAMPHOLE COVER WITH '/2" HEX BOLTS, CO RIM 95.00 IE 91.00 6" PVC NATURAL GAS TO BE CAPPED AT PROP. LINE AND REPLACED TO HOUSE — —SD— — —\—SD— — — G G w W CUT AND CAP SIDE SEWER AT PROPERTY LINE AND ABANDON UNDER GROUND OVERHEAD CABLE PHONE AND POWER PROVIDE MIN 3' SEPARATION BETWEEN STORM LINE AND UTILITIES AND 3-FT SEPARATION FROM WATER SERVICE LINE G -SAW CUT PAVEMENT AND TIE INTO EX SAN SEWER LINE 0 + 30LF 6" SDR 35 S 10.5 /o _ IE 8" SAN SEWER= 85.2 +/- CONTRACTOR TO POTHOLE AND VERIFY DEPTH OF EX SS PIPE. UNDERGROUND ALL DRY UTILITIES TO THE NEW SFR.(PHONE, CABLE, POWER, ECT) NOTE: A MINIMUM OF 3' HORIZONTAL SEPERATION AND 1' VERTICAL SEPERATION SHALL BE REQUIRED BETWEEN DRY UTILITIES AND SEWER, WATER, AND STORM AND 5' FROM CITY MAIN LINES. NOTE: CONTRACTOR TO POTHOLE AND VERIFY LOCATIONS AND INVERTS OF ALL UTILITIES PRIOR TO CONSTRUCTION CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 GRAPHIC SCALE 10 0 5 10 20 1 INCH = 10 FEET NOTE: 1) UTILITY PATCHES WITH LESS THAN 20-FT OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY SHALL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTER LINE OF THE ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY SHALL BE REQUIRED. 2) NOTE: DEVELOPER RESPONSABLE FOR WATER SERVICE ASPHALT RESTORATION. DATE: APPROVED FOR CONSTRUCTION CITY OF EDMONDS CITY ENGINEERING DIVISION m m 3 H 3 Ld I -I m \ /I > WI I / O L LL \Lu / w U 0!� w a- z O Q z of 0 U Q m ~ ~ U U u o � Q m w m w n � Un o m m m m o m cu cu Z z CD Q W Q� I I/V U) LLJ Q I Ol 0 0 00 CL�o0N N Q rn N �- 00 C� O 2 c-, I- U) w N IiJ t'� N �o0000 z Ib 1 1 0� >a) QQ�r (.0� J N W-- o O m Ii N w _O V W C) CN O N N z NN _ 00 � o (V < co c Q o� O a Q J 0 z c:) z Q L w w L1J �� ��c) w _= Q J Q cn O „N O �Q r CN >- L.LjJQ o z w �J�Q om 0J z �_J Q Q z re z � Q z w w oc c z Q w J C w U UO SHEET 4 OF 6 C4 IN THE SE 114 OF THE SE 114 OF SECTION 18, T. 2 7N. , R. 4E. , W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WA. GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL - SWMMWW MANUAL AS APPROPRIATEFOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES Revised 05.15.2017 LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN o OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE z APPROVED BY THE ENGINEER. i 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER Zi EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, z UNLESS NOTED OTHERWISE. o w a n 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER Q N MANAGEMENT SYSTEM. LmCN o � N Revised 05.15.2017 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. w 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC m WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO o THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE ANNUALLY THEREAFTER. C)OWNER 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL m BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN cl- Y ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR w o STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE Q Q EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS w z FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY Q SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. w z 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND o W IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. r: X 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO Revised 05.15.2017 EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. ritII"NA ��jIma00]�` nrwl 0.1m2 w0f]091 Al1910:ZeYd0111ml 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2" EDGES SHALL BE TACKED NEATLY PER PG 58H-22 WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 & 5) 'I APPROVED SEAL DPER AWSDOT STD CK OR 5 APPROVED EQUAL AND 04.3(4)A.1 SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. rl EXISTINGIY\//\����� e ad �Xxxxx/ MATERIAL�����%��/ a a a %������%� BEDDING MATERIAL (1-1/4" MINUS) CRUSHED SURFACE BASE COURSE (SEE NOTE 3) IMPORT BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXITING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. REVISION DATE LCITY OF EDMONDS TYPICAL HMA AND APRIL 2021 -� UTILITY PATCH Fst. 18g PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH STANDARD D ETAI L GU-410 SEE COE STD DTL GU-410 O%0) // / / // // / / // // / / �w / / // / / // / Ld 02 BEDDING MATERIAL (1-1/4" MINUS) 6" MIN // / // // / // // CRUSHED SURFACE BASE COURSE (SEE NOTE 2 BELOW) Lu w 6" MIN FOUNDATION (IF REQUIRED) SEE NOTE 4 8" MIN If ­4 8" MIN NOTE NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE • 24" FOR 8" DIAMETER PIPE • 36" FOR 12" DIAMETER PIPE • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER 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. <St. 18y- CALL 2 BUSINES DAYS BEFORE YOU DIG 1-800-424-5555 REVISION DATE CITY OF EDMONDS APRIL 2021 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAI L APPROVED BY: R. ENGLISH G U -400 DATE: APPROVED FOR CONSTRUCTION CITY OF EDMONDS CITY ENGINEERING DIVISION wLd 3 m w w m m C�j m 0 � p w w > ~ w O U Z U U > cr_ w <Z O m m p = m U Q Un w w M > a- LLJ W nn LLj V) U V I W �.�..J a Q W � U o � m Q q Q cic m m m o m w cu cU z: z w N U/) Q Q (lJ w (Y 0 1 ck w c� � CC) C \ O �3� O N �I/ (V �(, ��\ o� o��� N • Q m y J N �0 bSJ�blS C3 O TT� V� o � w W N N =)o0000 z 00 1 1 >°'C� QQ�r �Lo J 0 O o N Lu 0 V V w C) CN O NN z N N oo OO o (V < c rn o �w Q � � O Q <Z vi z 0 w "~' W ~ C) w � _ Q o � I J w F- '� O Q D z JNL�z o Q m I z w ~ Q Q z w z C) � J z m 1Z z z w Llj DC � w J C W U un SHEET 5 OF 6 C5 0 0 i Q1 z 0 0 Z Q � 88 0 � m 48 _ o Q N o � N o z N C� Q zn � Q i 0 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 0 I N I.L•i1P1�?[a3YI��!lail�:il_1� FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS -\ WIRE MESH FENCE TO SUPPORT FILTER FABRIC I `BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN / REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS 7� PUBLIC WORKS STANDARD _�_ DEPARTMENT DETAIL \LL ' Fst. 189� APPROVED BY: R. ENGLISH ER-900 RESIDENCE I 12' CLEANOUT (MAX) (TYP) w z J Lu w a O CLEANOUT a WITH 45' BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 2" f r FINISHED GRADE Z Q La w z w w w 0 6 0 n a 3 a � a � WATER TIGHT CAPS RISER LEVELING COLLAR- 45' SEE NOTE 4 45' 12" PVC SLEEVE J u'. 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND GENERAL CLEANOUT DETAIL 45' BEND IN THE SE 114 OF THE SE 114 OF SECTION 18, T. 2 7N. , R. 4E• , W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WA. 12" LOCKING COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) 6" CITY STUB 4" OR 6" J - - 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL 3 z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT LEVELING COLLAR NOTES: j ao N SEE NOTE 4 a a E5 ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 12"f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 OR APPROVED EQUAL. SLEEVE 6" RISER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: END OF PIPE GRIPPER PLUG (CHERNE 270261 • IN ROADWAYS PER COE STD DWG GU-424 OR APPROVED EQUAL) • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR `St. 18y` REVISION DATE CITY OF EDMONDS FEBRUARY 2022 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S S —2 0 0 CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE TEMPORARY JANUARY 2018 =' CITY OF EDMONDS SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL Fst 189�3 APPROVED BY: R. ENGLISH ER-902 AR�Vq�'gy qpA o � op�R/q( eyRry off C�rygs DRIVEWAY APPROACH (WITHOUT CURB) SAWCUT EDGE o w Ota EXISTING ASPHALT a of STREET VARIES \\ '2" HMA O2 \�`2"-5/8" MINUS CSTC COMPACTED SUBGRADE O3 SECTION A —A NOTES: O1 SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER. O2 DRIVEWAY APPROACH TO BE 2" HMA CLASS 1/2" PG 58H-22. O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. O 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 JUNE 2021 PUBLIC WORKS TYPE VI STANDARD DEPARTMENT DETAIL Fst. 189� APPROVED BY: R. ENGLISH TR-546 _LS TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O2 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY clrr INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 PUBLIC WORKS ENTRANCE STANDARD DEPARTMENT DETAIL FS t 18 9 APPROVED BY: R. ENGLISH E R— 9 0 1 w o� ZW pw z dZ w6w IL IL Q0� 10' (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2%4" 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 wa LOCKING CLEANOUT COVER m PER COE STD DTL SS-200 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 SPRINGLIKE. 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.I1F 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 PUBLIC WORKS STANDARD DEPARTMENT DETAIL est, 18g� APPROVED BY: R. ENGLISH SS-202 PROPERTY LINE O R.O.W. FINISHED GRADE I I METER SUPPLIED BY CITY BALL VALVE fZ — — — — — I j ��------��1 j Li \� — — �/ G LI KK DIRECTION OF FLOW A D 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) OC 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 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 OF 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S 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 HO FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE 0 JO SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING O WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) LO 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 MO 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 1" WATER SERVICE JANUARY 2021 " & PUBLIC WORKS 1 '� (FOR 3/4METERS) STANDARD DEPARTMENT DETAIL Fst, 18g� APPROVED BY: R. ENGLISH WA-1 30 DATE: CALL 2 BUSINES DAYS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION CITY OF EDMONDS CITY ENGINEERING DIVISION m � m 3 3 m Q Ld w H QLLJ W > Ld � Lu O of� D_ w a- z O Q Lu Lu = m U Q z cU o m W >_ >- >_ U L)cr- U a W � U >_ Q q Q m m oc o m W z z W (U (U N CD Q Q I I N (n W Q:� (U 0 0 m rn ON O o%G Q 0, N Q� _ i'Lo N �� b o - C�'-, r SJ�bl S U) w N Lv N Do0000 z00ll ma) > QQ�r (.0 Lo ON J w O o m Ll Lu _O V Lu O N N QD z NN O (V < 0) 0 � Q 0)W Q � � O Q a W z C) Lu "~' w W cn CD w � _ � CN > L.Lj CN L� Q m W O v Q Q — J z — W z m (./7 ow�O LLJ J z � z Q z w L_Lj o c z Q w C W Q co SHEET 6 OF 6 C 6