Loading...
APPROVED ENG STM PLN RESUB2 BLD2022-0046+Civil_Plan+4.13.2022_12.45.19_PM+2800071LEGAL DESCRIPTION LOT 1, CITY OF EDMONDS SHORT SUBDIVISION, PLN2021-0007, AS RECORDED UNDER RECORDING NUMBER ___--------- RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 81ST AVE. W., AS THE BEARING OF N 002521 " E. BENCH MARK FOUND CASED CONC. MON. W/1-3/4" BRASS DISK ON C/L 81 ST A VE. W. ELEVATION : 411.24' (PER GPS OBSERVATIONS) DATUM : NA VD 88 UTILITY SEPARATION REQUIREMENTS WA TER • 18" MIN/MUM COVER FOR WATER SERVICES • 3' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER SERVICES AND ALL OTHER UT/LI TIES, EXCEPT SANI TARP SEWER. • 10' HORIZONTAL SEPARA 710N BETWEEN SANITARY SEWER AND WA TER MAINS OR SERVICES • 12" MINIMUM VERTICAL SEPARA T/ON, FOR PERPENDICULAR CROSSINGS, BETWEEN WATER MAINS OR SERVICES AND ALL OTHER UTILITIES, EXCEPT SANITARY SEWER. SANITARY SEWER • 2' MINIMUM COVER FOR SIDE SEWERS & LATERALS • 5' MINIMUM HORIZONTAL SEPARA T/ON BETWEEN SANITARY SEWER AND ALL OTHER UTILITIES, EXCEPT WATER. • 10' HORIZONTAL SEPARA T/ON BETWEEN SANITARY SEWER AND WA TER MAINS OR SERVICES. • 12" MINIMUM VERTICAL SEPARATION, FOR PERPENDICULAR CROSSINGS, BETWEEN SANI TARP SEWER AND ALL OTHER UT/LI TIES, EXCEPT WA TER. • 18" MINIMUM VERTICAL SEPARA T/ON BETWEEN WATER AND SEWER; SEWER LAID BELOW WA TER. STORM • 1' MINIMUM COVER REQUIRED IN LANDSCAPE AREAS, 2' MINIMUM COVER REQUIRED UNDER DRIVABLE SURFACES, UNLESS DUCTILE IRON PIPE /S USED. • 5' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND ALL OTHER UTILITIES. OUTSIDE AGENCY UTL/T/ES • 36" MINIMUM COVER FOR JOINT GAS, ELECTRIC, TELEPHONE, CABLE TV SERVICE AND CONDUCTORS • 36" MINIMUM COVER FOR A PRIMARY DISTRIBUTION SYSTEM. STORM DRA/NAGS NOTES 1. LOT 2 PERFORATED STUB -OUT CONNECTION FEASIB/LTY TO BE DETERMINED BY GEOTECH DURING /NSTALLA T/ON. INSTALLA T/ON SHALL MEET /NF/L IRA T/ON SETBACK REQUIREMENTS, IF SEPARATION CANNOT BE ACHIEVED MITIGATE UT/L/ TY TRENCHES W/ THIN SETBACKS AGAINST M/GRA T/ON OF /NF/L IRA TED RUNOFF WITH TRENCH DAM. (BEN TONI7E OF APPROVED EQUAL). 2. IF 7HE RIM TO INVERT OF ANY CA TCH BASIN EXCEEDS 5 FEET A TYPE H CATCH BASIN WILL BE REQUIRED. CONSTRUCT/ON NOTES 1. APPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT-OF-WAY PER CITY STANDARDS THAT /S CAUSED OR OCCURS DURING THE PERMITTED PROJECT. 2. ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. J. PROPOSED DR/ VEWA Y FOR L 0 T 2 SHALL NO T EXCEED 149 IMPERVIOUS AREAS LOT 2 HOUSE+COVERED D/W PATIO, PORCH & WALK 2,661 SF !ROOF LINE) UNCOVERED PA T/O AND WALK 100 SF UNCOVERED DRIVEWAY & APRON 1.260 SF TO TAL = 4,021 SF BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVATIONS FOR HEIGHT CALCULATIONS: ELEVATION A: 412.21 ELEVA 710N B. 412.08 ELEVATION C: 413.77 ELEVA T/ON D: 413.77 TOTAL: = 1, 651.83 AVERAGE ORIGINAL GRADE (AOG) = 412.96 FINISHED FLOOR = 414.00 ROOF AT RIDGE = 436.66 ALLOWABLE BUILDING HEIGHT = 437.96 PER CITY OF EDMONDS (412.96 + 25 FT) DATUM REFERENCE POINT (SEE PLAN) TOP CONC. MON. W/1-3/4' BRASS DISK ON C/L 81 ST A VE. W. ELEVATION : 411.24' LOT COVERAGE LOT AREA: 8,051 SF ALLOWABLE COVERAGE (359) 2,818 SF HOUSE, COVERED DECK & GARAGE 2,333 SF PERCENT COVERAGE 28.987. STORMWATER CONTROL SUMMARY NE 1/4, SEC 19, TWP 27N, RGE 4E, W. M. 81STAVE W SHORT PLAT -LOT 2 00431200003100 t- C- r- T' i 7r �7 N r�-L -� _ - 7F SI TE 99 r N SOLID LOCKING LID VICINITY MAP N= 300852.89 E=1269791.03 RIM 409.09 / ASPHALT 12" lE 406.80__(0171= W) if) Ss SS SS ----SS-- DRIVEWAY TO N89'18'17"W 70.00' _ BE NO MORE -G26'-24_ CEP 15' ROW DEDICATION THAN 30' WIDE ' WETEN + F 425-771-0235 TO SCHEDULE AN INSPECTION. 00431200001301� ' 410t V BENCHMARK TOP CONC. MON. W/1-3/4" BRASS D K & 'X". ELEV.411.2400431200001302 SITE DEVELOPMENT PLANS I o I-4 - - I-400 I CITY OF EDMONDS SHORT PLAT I^ i I S 2000-150 I I I I I (AFN 2001Q4255001) SIDE SEWER WITH �____I 402 I Ce 2 CONTROL SLOPF2 GREATER TYPE I STRUCTURE) THAN 20 /o (AND CHANNEL DRAIN r T I I N=300853.25 SOLD LOCKING LID MORE THAN 1 STICK FTPONDS 410.2 - 410.4 I PRO CHANNEL DRAIN 30' I 30' I E=1269759.03 OF PIPE) SHALL BE OR APPROVED EQUAL SHORT PLAT IMPROVEMENTS RIM 410.50 (SEE DETAIL ON SHT GN-01) ANCHORED. -_404 CONSTRUCTED AS PART OF 12" IE 405.65 (IN-E) PLAT (PLN2021-0007) T 4" IE 408.05 (IN-N) N 6" IE 405.65(OUT-W- ) W- -Mw W 203RD ST SW _ I _ -- ❑ Z\ I; -Csof fi - - - -- S- EXISTING SEWER LATERAL SHALL 4 % 4"PVC SEWER SERVICE ®20% 11'-6" VC BE TV'D BY CITY'S PUBLIC WORKS MIN FROM TO HOUSE ® .009 DEPARTMENT TO DETERMINE IF IT I GO - - IS ACCEPTABLE TO REUSE. _I - �- c----� - Co - CONTACT THE SEWER DIVISION AZ,I - - lE 405.54 I� 40 - EXISTING 16' ASPHAL T -- - - - - - � - - ROAD - vv - - \ 3, o � elf 1 17' SkI ^ CONCRETE - TO B (VEFI T � ,� / 1 �1 " W SERVI 1 "I TER ME7�'R. / - / INS �-1 2 PE 16 / SERVICE I r ] GARAGE ..� ' LINE R M WA TER METEI4 HOUSE. /III o0 \ FF 412. DO i (IRA Ef I WIRE TO BE INS LLED WITH j I 410.0 INSTALL PERF WATE NE) i / I II STUB -OUT i \ CONNECTION 4" F60TING DR' IN N I 6" PERF IE=409.00 i W _ I RGHAINE I I 1 o 4" PV� ROOF `A 2 0 1.0 MIN "12.51 � -- 8,051 SF 5 1 S� �/ I PROPOSED HOUSE 1�,c\ hlA/N FF 414.00 I - IO' JOINT UTILITY EASEMENT WHERE WATER CROSSES SEWER, 18" GAS LINE VERTICAL SEPARATION REQUIRED AND SEWER SHALL BE SLEEVED (REFER TO CITY OF EDMONDS SIDE SEWER HANDOUT #E71). I DE7477ON SYSTEM _ (SEE FETAIL SHT GN-01) II, I` �`x00431200001502 � I N EXISTING / I i I ` _ _ _ �I I DRY UTILITIES (POWER, PHONE, I I � I I�- �� FIRE I I ,�' , �%/J] ; I i 75* - - [i GAS) TO BE INSTALLED WITH HYDRANT BSBL , I SUBJECT SINGLE-FAMILY (TYP) ;� RESIDENCE. SEPARATE PERMITS REQUIRED. , I _-J I L- ----- -J DRY UTILITIES I------�--- I II LO �I - - - - - - - - - - - - J i I _ _ N89'19'34 "W 70.00' � -- / / -SS== =ss� 203RD PL SW (PR/ VA TE ROAD) RAcr A BELT ADD, DI V 3 OWNER/CONTRACTOR IS RESPONSIBLE FOR SHARED INTEREST PARCEL EROSION CONTROL AND DRAINAGE VOL. 21., PG. 2 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING MAXIMUM DRIVEWAY SLOPE ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY ALLOWED 14% EX UTILITY POLE UTILITIES MAY REQUIRE A SEPERATE PERMIT. LEGEND - PROPOSED UTILITIES / SURFACE FEATURES LEGEND - EXISTING UTILITIES / FEATURES ------------- SAWCUT -SEWER MAIN ROCK CHECK DAM WIRE FENCE EX REBAR -0- POWER POLE EASEMENT SEWER SERVICE 0 CHAIN LINK FENCE � GUY ANCHOR BUILDING FOOTPRINT - - - - - WATER MAIN ■ TEMPORARY CB, TYPE l ❑ WOOD FENCE SECTION STREET LIGHT BUILDING SETBACK 0 SEWER MANHOLE Q TEMPORARY CB, TYPE ll o¢ DITCH OR SWALE �� QUARTER SECTION � POLE LIGHT FENCE PIPE FLOW PIPE FLOW n n n n GUARDRAIL ® EX MONUMENT ^ • SEWER CLEANOUT 0-O TEMPORARY STAND P/PE RETAINING WALL IT] POWER VAULT BARR� ADE FIRE DEPT CONNECTION �Q=CQ ROCKERY ❑ ASPHALT ❑6 TRANSFORMER XXX PROPOSED CONTOUR O CB PROTECTION RETAINING WALL WATER METER - - - - - - - FLOW CURB ❑ CONCRETE ,®' POWER METER ROCKERY o- IRRIGATION METER Z JUNCTION BOX 1:1- CONSTRUCTION ENTRANCE ASPHALT T MAILBOX FIRE HYDRANT ❑ GRAVEL ❑O GAS METER SIGN AIR RELEASE VAL VE TER FENCE - - - - - - - CONCRETE GRA VEL M GAS VALVE BLOW OFF CONSTRUCTION FENCE C FIBER OPTICS MANHOLE STREET LIGHT LIMITS OF CLEARING �H�NNELIZAT/ON ❑ WETLAND ]N[ GATE VALVE INTERCEPTOR SWALE ❑ TV RISER STORM DRAIN PIPE ]�[ TEE W/ BLOCKING INTERCEPTOR CULVERT DRIP LINE ❑ CATCH BASIN, TYPE l � TELECOMM VAULT ------------- ROOF & FOOTING DRAIN �-[ BEND W/ BLOCKING SLOPE DAGGER - - - - - - - SURFACE FEATURES @❑ CATCH BASIN, TYPE 11 ❑ TELECOMM RISER DITCH RESTRAINED JOINT 111111/�/� BUILDING FOOTPRINT a SD PIPE FLOW � TELECOMM JUNCTION BOX R/PRAP PAD -_-_-_-_ - TOP OF 409 SLOPE @O YARD DRAIN ■ TYPE l CB ]►[ REDUCER - STEEP SLOPE BUFFER TRAFFIC SIGNAL 0 TYPE ll CB SLEEVE X x BERM - - EDGE OF WETLAND o STORM CLEANOUT � PIPE FLOW � COUPLING WETLAND BUFFER STORM CULVERT END MAIL BOX • STORM CLEANOUT DETECTOR CHECK VALVE ❑ GRAVEL - - -190- - - 10' CONTOURS � SEWER MANHOLE SIGN OO YARD DRAIN o POST INDICATOR VALVE (PI ------ 192------ CONTOURS O SEWER CLEANOUT ® BOLLARD ASPHALT PAVEMENT ----SD- STORM DRAIN PIPE Q ® SOIL LOG TEST PIT ® OVERFLOW STRUCTURE ----SS- SEWER MAIN SS PIPE FLOW ❑ SIDEWALK ----FM- SEWER FORCE MAIN ® SEPTIC LID CONIFEROUS TREE - W - WATER MAIN PROJECT S/ TE CA 7EGORY CA 7EGORY 2 DISCHARGE LOCATION. C/TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) TYPE OF AREA SQUARE FOOTAGE STORMWA TER FAC/L/ TY LAWN AND LANDSCAPE 4 430 SF SOIL AMENDMENTS T5.13 ROOF 2,661 SF PERF STUB -OUT CONNECTION T5.1OC HARD SURFACES 1, 360 SF DETENTION PIPE DRIVEWAY AND WALK PA T/O 25Z RETROFIT 0 SF N/A GRADING QUANTITIES CU T. f 150 CU YDS FILL: f 150 CU YDS 1) GRADING QUANTITIES INCLUDE ADDITIONAL CUT AND FILL QUANTITIES POTENT/ALLY NEEDED FOR ORGANIC SOIL AMENDMENTS IN ACCORDANCE WITH BMP T5.13 POST CONSTRUCTION SOILS QUALITY AND DEPTH. 2) GRADING QUANTITIES HAVE BEEN EST/MATED AS SHOWN ABOVE. SITE IMPORT AND EXPORT IS BELOW 10,000 CY AND THUS NO HAUL ROUTE AGREEMENT /S REQUIRED. - - - 0 IP AERIAL POWER LINE S� FIRE HYDRANT DECIDUOUS TREE EB--- WATER METER N BURIED POWER LINE - - - G GAS MAIN m GATE VALVE CONIFEROUS TREE BURIED CABLE WA TER MANHOLE TO BE SA VED TV BURIED TV AIR/VAC RELEASE VALVE DECIDUOUS TREE T BURIED TELEPHONE LINE C_ BLOW OFF TO BE SA VED I' j I BURIED POWER/TELEPHONE ® IRRIGATION METER FO BURIED FIBER OPTIC CABLE M IRRIGATION VALVE SHORT PLAT IMPROVEMENTS SHALL BE COMPLETED PRIOR TO FINAL CERTIFICATE OF OCCUPANCY FOR SINGLE-FAMILY RESIDENCE. SCALE: 1 " = 20' 0 10 20 40 PROJECT TEAM OWNER / APPL/CANT SELECT HOMES 16531 13TH AVENUE W. #A 107 L YNNWOOD, WASHINGTON 98037 (425) 742-6044 EMAIL: KAYLA.CLARK@OUTLOOK.COM CONTACT KAYLA CLARK SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512- 7099 CONTACT: DARREN J. RIDDLE, PLS SITE DATA SITE ADDRESS: TAX PARCEL ID NUMBER. TOTAL SITE AREA: EXISTING ZONING. PROPOSED ZONING: CIVIL ENGINEER RAM ENGINEERING, INC. 16531 13TH AVE W, SUITE A 108 L YNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL@RAMENGINEER/NGINC.COM CONTACT: ROB L. LONG, PE 20323 81ST AVE W EDMONDS, WA 98026 00431200001501 19,929 SF (0.46 AC) RS-8 NO CHANGE AGENCIES/UTILITIES vvf%/_aUiL. iiviv %,/ i i yr cUMUIVU-� STORM DISTRICT CITY OF EDMONDS WATER DISTRICT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE ZIP L ELECTRICAL SNOHOM/SHCOUNTYPUD NO. 1 GAS PSE GARBAGE REPUBLIC SERVICE Zone ' - RS--- Corner Flag APPROVED BY PLANNING Setbacks: Required Proposed Front N 25 25 7.5/7.5 7.5/12.5 Sides E/W Apr 20 2022 - 15 � Rear S _-- - 38 38 ____ �/� U) Other _______: ------ 25 23.7 V J Height COMPLIES WITH APPLICABLE CITY STORMWATER CODE r�� 04/26/2022 � CV SHEET INDEX CITY OF EDMONDS 0 1 SP-01 SITE DEVELOPMENT PLAN N Z TP-01 GRADING & TESC PLAN 3 GN-01 GENERAL NOTES & DETAILS O BLD2022-0046 OQ IM 1 Know whan below Call before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS 4/27/2022 DATE: BY CITY ENGINEERING DIWS/ON ENGINEERING, INC. Civil Engineering / Land Planning RAMI 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM O W U W U W a W o W o Z 0 0 '- v U U 00 N N N 0 N � O15 y 0 Q 4- ��`� 0 Z goo W 0� Z N � pro m W Q L O � Q Q Lm 54 RESUB Apr 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES ytl o WA �v, � z 38608 �'CL% ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE. SCALE.• 9/1/21 AS NOTED JOB NO: 20-019 SHEET: SP-0 1 SHT I OF 3 NE 1/4, SEC 19, TWP 27N, RGE 4E, W,M, j T I I I CITY OF EDMONQS SHORT PLAT ."' 30' 30' S 200 150 -404 1 (AFN 2001042550011 CB PROTECTION (TYP) N 1-- (SEE DETAIL ER-900) I - - - - --�-- I -W----VN- -- �-- -.. = I 203RD ST SW 3. 408.6 -.�06-' FG -� --�-- -- ----- - - -- " - S - - �,�� 0 I GAS LINE FG- ' �;, 3 _ N N89'18'17" mr _-- 70.00' - r CONSTRUCTION ENTRANCE (SEE DETAIL ER-901) 1 - _ ---- W--- -W- `\ �o 409.4 FG 410 rn _ 410.4 }-SS----SS----Sc CONCRETE DRIVEWAY °1 _ 10' JOINT vUTILITY EASEMENT Ilk 00431200001301 I I I / y r ; , T r ""r GARAGE . \ / SHORT PL #OVE N I , CONSTRUC D I AS PAR TINES 240fiH i I I \ -J FF 412.00 I _ ST e I EXISTING TREE �' 81ST AVE W SHORT PLAT 'P N20121 0007) j O I I I TO BE REMOVED ") ORANGE PR 7EC77VE BARRIE FENCING II �i SHALL BE FLACED AROUND lI�IFILTRATIOIN T�EA(�,HE FT INS TA Tl N. FENCE I I I li I i TO BE REWMED ® COUPLET/ N OF I T I I Z I o I �� HOUSE C STRUCTION. II I i 8,051 SF \00431200001502 L___ I j I o I I PROPOSED HOUSE EX HOUSE J o I I fWA/N FF 414.00 1 TO REMAIN I I I' I Z-I --- 4fi-44q.08 i I -___ I N \ I I I j I 11 I I I j �- I L7--- \ p I N l I I COVERED 2 ,A\ I I `\ I `� PATIO I_-- I I ORANGE FILTER FABRIC FENCE I �� I `-�� (SEE DETAIL ER-900) it _ - - - - - - �t1 - I ` EXISTING GROUND 00431200001302 I PROPOSED FIIWISHED CONTOUR (TYP) I I --------�--- - - - - - - GRADE CONTOUR 41 I (TYP) �\ / DRY UTILITIES ----------_ _ - 203RD PL SW / 1 , I ! (PRIVATE ROAD) / X 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL 8" I N N i I 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 QI TO SUPPORT FILTER FABRIC N A I BURY BOTTOM OF FILTER N -MATERIAL 8" 70 12" rRAC' - -_SS- - - SS=� BELT ADD, DI V 3 SHARED INTEREST PARCEL VOL. 21, PG, 2 NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS F PUBLIC WORKS STANDARD DEPARTMENT DETAIL st 18ga APPROVED BY: R. ENGLISH ER-900 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (TYP) ­31N 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. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-902 N SCALE. 1 " = 20' 0 10 20 40 11 Applicant shall repair/replace all damage to utilities or frontage improvements in City right of -way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE _LS 4 TH EN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: (D THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. (� 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 RE=RE 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 Q ED SED NT TRAPPING E DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY 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 Est 189� APPROVED BY: R. ENGLISH ER-901 PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 TESC NOTE INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, EDMONDS STANDARD DETAILS, AND THE SWPPP. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND ADJUSTMENTS TO TESC MEASURES AS NEEDED. CB INLET PROTECTION NOTE CATCH BASIN INLET PROTECTION SHALL BE INSERTED AND MAINTAINED ON ALL NEWLY CONSTRUCTED CATCH BASINS THROUGHOUT THE SITE IMMEDIA TEL Y AFTER INS TALLA T/ON. FILTER FABRIC FENCE NOTE 4DDI TONAL FILTER FABRIC FENCING SHALL BE ADDED AS NEEDED. =ENC/NG TO BE INSTALLED PER CITY OF EDMONDS STD DETAIL ER-900 'SEE DETAIL ON SHEET 1D-01). STOCKPILE NOTE STOCKPILE SHALL TO STABILIZED BY PLASTIC COVERING. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DA YS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEP TEMBER JO). SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER CITY OF EDMONDS STD DETAIL SD-642. (SEE DETAIL THIS SHEET). CONSTRUCTION SEQUENCE 1. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 2. CALL FOR UTILITY LOCATES. J. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 4. 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 SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 5. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 6. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 7. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING HOUSE CONSTRUCTION. 8. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETA TION OF ENTIRE SITE. 9. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF (LAWN) AREAS 2" ORGANIC MULCH UNDISTURBED TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL STEEP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES EXCEEDING 33%, AREAS EXCEEDING 33% SHALL BE STABILIZED PER THE ENGINEER/GEOTECH OF RECORD. GRASS: SEED OR SOD 3" OF COMPOST I ILL Ill I 11 1.75" OF COMPOST INCORPORATED INCORPORATED INTO 5" OF INTO 6.25" OF SITE SOIL (TOTAL II -SITE SOIL (TOTAL AMENDED AMENDED DEPTH OF 9.5", FOR A DEPTH OF 9.5", FORA I H I ! I I I �II SETTLED DEPTH OF 8") SETTLED DEPTH OF 8") II I !_IHI-I-I l-11H11-I I 1I II_ H_ IN- 11 HII Tr 11I 11 SUBSOIL SCARIFIED 4" BELOW SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER ' ' 4\\ COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) , / / ; /\ '1 j\/ (12" BELOW SOIL SURFACE) 12" OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 3-a 1. AREAS OF NO DISTURBANCE 2" ORGANIC MULCH ��z��� ��,���� SHALL BE FENCED AND EXISTING GRASS: SEED VEGETATION AND SOYL SHALL BE ��� --1 0°' OR SOD PROTECTED FROM CONSTRUCTION CIII II lTf i I-1 11-1 I IJ I IJ IJ I IJ II II = _ = I I -1 1-1€ I-1 I I I-1 I I-1 I I IMPACTS. IMPORTED I I IJ I IJ 11=1 I ILI 11=1 I I III 11 III=1�=�J11=1 -1 1� I II 1 L-1 I ILI 11=1 I =1 11 I I If1=IIIElII=III=111 2. TO MEASURE SETTLED DEPTH, IMPORTED 6" TOPSOIL MIX fJ11 IIJII-III-III=1I1 III -I -III-IIHII-III- ! III_=II I_I1 I-I1I=I1=1I1=1Ii=1I1=1I1 1=111=III=III-III-III- 6" WATER SOIL SUFFICIENTLY TO TOPSOIL MIX FULLY SATURATE WITHOUT (COMPACTED II II I=1=III=III-III IL- I111 II1=111 1-111=1I1 1Ii-11! 111-111 TI=III=III=III= �= I-Illii Ill (COMPACTED CAUSING EROSION. DEPTH) 1 I L=1II=III-II! I=1.11=III=III-III-ITI 6" iIII-III-III-III 11=11 DEPTH) Its ,I11 -1i 3. COMPOST SHALL MEET SPEC. REQUIREMENTS IN THE 2017 SUBSOIL IS SCARIFIED 6" )- I]- i--1 _' \4 = "/ -II \ `�/ / EDMONDS STORMWATER SUBSOIL IS ADDENDUM (CHECKLIST 7). / \�i %\\/ SCARIFIED 6" BELOW IMPORTED IMPORTED BELOW 4. COMPACTION OF TOPSOIL (WHERE TOPSOIL MIX / /\ \ / 12" / / \�/ REQUIRED TO BE TO 85% (MAX) TOPSOIL MIX ) OF THE MAXIMUM DRY DENSITY TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). OPTION 3 - IMPORT REVISION DATF POST CONSTRUCTION SOIL APRIL 2021 CITY OF EDMONDS QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t 189� S D- 642 APPROVED BY: R. ENGLISH 1 Know what's helow Call before you dig. APPROVED FOR CONSTRUCT/ON CITY OF EDMONDS 4/27/2022 DATE: BY CITY ENGINEERING DIVISION RAMI ENGINEERING, INC. Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m g � g 2 �Z O W U W U W o4i W '8Z v U U NLQ PC N N N 0 N � O �+ Q L 0 O OC Z N � Duo � y W o � W O L O O O Ll LM 5 RESUB Apr 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES �g1� WA F S 0 0 / Z d 38608CL% ��'GISTER1'5) ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE. SCALE.• 9/1/21 AS NOTED JOB NO: 20-019 SHEET: TP-0 1 SHT 2 OF 3 SOLID LOCKING LID EL. 410.5f OF 407.79 6" PVC RESTRICTOR 6"PVC lE 405.65 1 ' MIN PVC CAP ON BOTTOM CB TYPE 1 WITH ORIFICE (SEE DETAIL 'A') SOLID LOCKING LID EL. 410. 70f 26 -24" CPEP © 0.507' MIN DETENTION TANK 12" CPEP STUB CONNECTION a 4 12" lE 406.80 J `_i a CB TYPE I LOT 2 - DETENTION SYSTEM DETAIL NOT TO SCALE STRUCTURE 4.5" 1' MIN DOUBLE GASKET AND ADHESIVE BONDED SAND FINISH ON EXTERIOR. MIN 7" LONG ASSEMBL Y TO BE REMOVABLE FROM INSIDE THE FCS UT 1AM DIAMETER PVC ADAPTER AND PIPE STUB DETAIL "A" CONNECT/ON & CONTROL DEVICE NOT TO SCALE SEE CITY STANDARD DETAIL SD-301 DOWNSPOUT SLOPE 10 (MIN) - GUTTER 10' (MIN) DOWNSPOUT AND CLEANOUT-/ SLOPE PLAN NTS CLEANOUT (TYP) PER STANDARD DETAIL SD-619, SEE NOTE 1 -10' (MIN) LEVEL TRENCH WITH PERFORATED PVC UNDERDRAIN PIPE OBSERVATION PIPE MARKING CENTER T o OF DRY WELL I -5' (MIN) 0 TO STORM I DRAINAGE SYSTEM 5' (MIN)_ I� TO STORM DRAINAGE SYSTEM 10' (MIN) LEVEL TRENCH WITH PERFORATED PVC UNDERDRAIN PIPE V(MIN) OBSERVATION PORT TEST PLUG COVER (PLASTIC BOX COMPACTED BACKFILL MARKED "DRAIN"i / SLOPE 6" (MIN) JIIl LI�TI 4" (MIN) PVC UNDERDRAIN PIPE PER TI O OBSERVATION WELL, WSDOT SPEC, 9-05.1{6), LAID LEVEL SEE NOTE 4 GEOTEXTILE, SEE NOTE 2 O� 1' (MIN) ABOVE SEASONAL HIGH GROUNDWATER TABLE, OR HYDRAULICALLY 24" (MIN) RESTRICTIVE LAYER WASHED DRAIN ROCK, SECTION A SEE NOTE 3 NTS - GENERAL NOTES: 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 15) AND INFEASIBILITY REQUIREMENTS. 2. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SQUARE FEET OF CONTRIBUTING ROOF AREA. NOTES: 1. CLEANOUTS RECOMMENDED AT PIPE BENDS AND ONE END OF THE PERFORATED PIPE SECTION. 2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. 3. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. 4. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC. 9---05.2(6), PERFORATED PVC UNDERDRAIN PIPE. REVISION DATE CITY OF EDMONDS TYPICAL PERFORATED APRIL 2021 STUB -OUT CONNECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs t 1891� APPROVED BY: R. ENGLISH S D - 639 NE 1/4, SEC 19, TWP 27N, RGE 4E, W.M. TESC NOTES 1. ESC MIN/MUM REQUIREMENT -CONSTRUCTION ACCESS ROUT, CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL 5 Inch Pro Series Drain Kit NOS #864 Polypropylene Part #: 864 (Includes 4814-Grates ( 2gty.) , 9800-Channel (Igty.), #813-End Outlet (Igty.), and #812-End Cap (Igty.) Material: Channel (Polyoletin) Grates (HDPE) Color: Light Gray Fits: 3" (Hub) and 4" (Spigot) Sewer/Drain Pipe Rebar tic clips for easier installation: Fits #4 Rebar Grate Opening: 3/8"x 1-1/4" Open Surface Area: 23.52 Sq. Inch per Ft. Head Pressure / Flow Rate: Head (inches) - Max Flow 1" 101.75 GPM 0.5" = 71.95 GPM Weight per each: 5.67 lbs. Screw: #829 Stainless Steel Screw, 4 per grate. UV Inhibitors z x RESIDENCE 4 a L��:CLEANOLR i WITH 45' BEND AND 2' CAP CLEANOUT MAX) (TYP) NOT TO EXCEED 100' BETWEEN CLEANCUTS BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED /N THIS MANNER. 2. ESC MIN/MUM REQUIREMENT-STAB/L/ZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED /N ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). J. ESC MIN/MUM REQUIREMENT -PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMB/NATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. ESC MIN/MUM REQUIREMENT- MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED /N ACCORDANCE WITH THE MANUAL. 5. ESC MIN/MUM REQUIREMENT -OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MIT/GATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. 6. EROSION AND SEDIMENT CONTROL REQUIREMENT- UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCT/ON OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING. a. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS; b. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES; C. TRENCH DEWATER/NG SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); d. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; e. DAILY CLEANUP AND STREET MAINTENANCE. 7. ADDITIONAL ESC MIN/MUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDED LAND DISTURBING ACTIVITIES OF GREATER THEN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW. 8. ESC MIN/MUM REQUIREMENT- DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES. 9. ESC MIN/MUM REQUIREMENT -SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTI VI TIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE. 10. ESC MIN/MUM REQUIREMENT -CUT AND FILL SLOPES. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED /N ACCORDANCE WITH ESC REQUIREMENT NO. 2QU. SEE ADDITIONAL GEOTECHNICAL RECOMMENDATIONS IN REPORT DATED OCTOBER 23, 2015. 11. ESC MIN/MUM REQUIREMENT -CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. 12. ESC MIN/MUM REQUIREMENT -STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, CHANNEL DRAIN DETAIL ADJACENT SYSTEMS SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF �p Class B • Loads of 61-175 psi. • Recommended for medium -duly pneumatic tire traffic, autos and light trucks at speeds less than 20 m.p.h. NOT TO SCALE ADA Compliant CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND z CONCRETE LEVELING COLLAR p E 12" LOCKING COVER X \ SEE NCTE 3 r12"± r FINISHED GRADE w 3: o END OF PIPER GRIPPER PLUG a(CHERNE F 27061 OR APPROVED o_ EQUAL) WATER TIGHT CAP \�\\✓ \\�\ \\�\��\\ RISER LEVELING COLLAR 45' SEE NOTE 4 45' 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 SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT w z & w LEVELING COLLAR NOTES' 5,0d G- w SEE NOTE 4 -cn rL CL c� ASPHALT SURFACE 1. SEWER PIPE SHALL HE SDR-35 AND JOINTS SHALL BE GASKELED. 12"t 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 REVISION DATE CITY OF EDMONDS SEWER CLEANOUT DETAILS FEBRUARY 2022 PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fst 1g9C) APPROVED BY: R. ENGLISH SS-200 13. ESC MIN/MUM REQUIREMENT -STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 14. ESC MIN/MUM REQUIREMENT -REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. 15. EROSION AND SEDIMENT CONTROL REQUIREMENT-DEWATER/NG CONSTRUCTION SITES. DEWATER/NG SYSTEMS SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. 16. EROSION AND SEDIMENT CONTROL REQUIREMENT -CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF /N A MANNER THAT DOES NOT CAUSE CON TAM/NATION OF STORM WATER. 17. EROSION AND SEDIMENT CONTROL REQUIREMENT -FINANCIAL L/ABILITY. PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3013 1, 1995]. P � L \ p %Y Ro�yg7 r � O RADIUS °RYE gpA�O p OpjER/ O aY qsN DRIVEWAY APPROACH (WITHOUT CURB) SAWCUT EGE a(a) EXISTING ASPHALT 1 CIL a STREET VARIES 2 HMA O 2"-5/8" MINUS CSTC COMPACTED SUBGRADE O SECTION A -A NOTES: AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER. O DRIVEWAY APPROACH TO BE 2" HMA CLASS 1/2" PG 58H-22. OSUBGRADE 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 TYPE A PUBLIC WORKS STANDARD DEPARTMENT DETAIL Oi. 1sq,� APPROVED BY: R. ENGLISH TR-546 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 - 2012 WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (AS AMENDED IN DECEMBER 2014) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE J. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBS/TE WHENEVER CONSTRUCTION /S /N 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 /N 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 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 OWNERS 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 /S DISTURBED, SOFT, LOOSE, WET OR /F ORGANIC MATERIAL /S 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 OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO 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.KOBYLK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCT/ON CONDITION /N ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSI TE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 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 59 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 EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UT/LI TIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES /N SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTORS EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNERS REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE /NDICAT= LOCATIONS MAYBE SCALED FROM DRAWINGS FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'' REPRESENTA TI VE AND C/TY. vv JJ 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 5 a 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 PLASTQA N AS A CUSHION BETWEEN THE UTILITIES. �0 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE l3IiI,L191kVG. O 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. �O 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. ` V 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR AFWVAL PRIOR TO INSTALLATION. O MO W 1 Know whaVs helow Call before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS 4/27/2022 DATE: %J 6 BY CITY ENGINEERING DIVISION RAMI ENGINEERING, INC. Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m 2 �Z O W U W U O W o W O Z o O ~ v i3 U 0 LLJ ol N N N Z N o Z O V+ 14411 ftiIIIIIIIIII O Q� L4 tz 0 O 1 LO Z N � Duo O Z v N Z y W ftj •I W W W N Z W Q o LM O O RESUB Apr 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES O 4 1 z d 38Ci08CL% �� ��GISTER�� \ 'IONTAT . F��AFA�� ROB L. LONG, PE DRAWN BY.' MIKE MORRIS ISSUE DATE.' SCALE.' 911121 AS NOTED JOB NO. 20-019 SHEET.- GN-01 SHT 3 OF 3