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APPROVED PLN ENG STM RESUB2 BLD2022-1087+CIVIL_Plan+11.10.2022_8.07.21_AM+3213040LEGAL DESCRIPTION LOT 1, CITY OF EDMONDS SHORT SUBDIVISION, PLN2021-0039, AS RECORDED UNDER RECORDING NUMBER ___--------- RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHING TON. BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 76TH AVE. W., AS THE BEARING OF N 002934" E. BENCH MARK/DA TUM ORIGINATING BENCHMARK 3" BRASS SURFACE MON. W/'X" AT THE INTERSECTION OF 203RD ST. S.W. & 76 TH A VEE, W. PER GPS OBSERVA TIONS ELEVATION : 432.01 IBM 'A" IN NORTH EDGE OF ASPHALT /N 203RD ST SW LOCATED ADJACENT TO SITE. (SEE PLAN FOR LOCATION) ELEVA TION. 425.05 DATUM : NA VD 88 SURVEYOR NOTES 1. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND SURVEYOR OF RECORD. 2. BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS,• OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, AND OCCUPATION WHICH MAY ENCUMBER TITLE OR USE OF SUBJECT PROPERTY. NE 1/4, SEC 19, TWP 27N, RGE 4E, W.M. 203RD ST SW SHORT PLAT= LOT I SITE DEVELOPMENT PLANS AOL 27041900112400 I I I 27041900112100 I I I I I 27041900112300 I 27041900112000 27041900111900 T 203RD ST SW I _--- IBM ,A„ .I I MAG NAIL /N ASPHALT -�`- - -=-�- ��'�J-------�-��- - ELEV 425.05 �---- SD =-- .---- __----- ------ -�-��---SS- G--SS-G�---G-- SD - - I � / �`--SS---1SS - G---G----.0 G- 1- i / �- _ G-- G---- % �X SS-- -SS--SSSS-- SSr---- �C�-- il�+ool I i t /l - - --f - - - - - -- - �- Z S �- - - SCALE. • 1 " = 20' - - I 14+00 I III , I I �' 0 10 20 40 \ I r t 1 I /71 2 i' 15+00 _ J �\L 211.0 --- -- N89 20 55 W 1336.0 I � - _ �, �, - _ i � 1125.00 L-- -- - / I - I --- --- - -- _ _ 1 " WATER SERVICE & METER /' l � �I-TO-BE-4 JSffALLE0 AS PART /'- L -- - D - 0 _ __I�1i cn W- �' - - - - - OF SHORT PLAT. - W - �- _ Ili - �� _- - - SD= -- - -W-- VP N-ECyAV'W---W----W-�--W-- - - - - z L_ _ _ _ _ -- ' MiAr-BE1 7fkl ---- -, u-- t LI ,. EX FIRE HYDRANT __ = == -- - - Dr_ _ III 100% ON SITE - -- \� --- -- -- I DRAINAGE FLOW INFILTRATION _ TO CATCH BASIN i N E T I N / N89 20'55' W /°/ 1 R/M 424.10E i - 1 p r � I ST SW-__T I 192ND PL SIN T� �� , Li 1967H LST SW I I S' L 1967H ST SW 3RO �u 3 200 ST S'0 007H ST SW N�I - I2d2ND ST SW I �� _� r N Sw rli TI 1 I- I I -203RD SSW 2 47H ST SW I k o ss � tp0 �711S7 SAY SITE I- I. MA�JI1\1N ST -1--T- Ir I 3 208TH ST SW T_I _ 3 21 7H ST WST S _ Q I (NO _ 104.00 _ - ------ TO 203RD ROW) INSTALL 1-1 2" PE 16 SI' I T _ --r�- PROJECT TEAM FROM WATER METER TO HOUSE / - �� 426.5 - DETAILS. (TRACER WIRE TO BE i FG `e SSCO_ I OWNER / APPL/CANT INSTALLED WITH WATER LINE) - j l - C NNECT T SEWER ST B II IE 42 5 CONSTRUCTED AS PART OF SELECT HOMES 25' DRAINAGE & JOINT 12 .0-- UTILITY EASEMENT (TYP) A r - I G I SHORT PLAT YNNWOOD, WASHINGTON 98037 _ lE 421/.2f (425) 742-6044 424, I i I I I EMAIL: KA YLA. CLARK@OUTLOOK. COM \FG i1_III. I \ COVERED II 4^P' ^SEWER CONTACT' KAYLA CLERK DRIVEWAY TO BE SLOPED TO DRAIN TO CATCH BASIN INSTALLED AS PART OF SHORT PLAT HIGH POINT IN ACCESS ROAD EL 424.91 15' PRI VA TE 27041900112600 ACCESS 424.6 EASEMENT FG SHORT PLAT IMPROVEMENTS TO BE CONSTRUCTED AS PART OF THE 203RD ST SW SHORT PLAT (PLN2021- 0039) 12' ASPHALT ACCESS ROAD TO BE CONSTRUCTED AS PART OF THE 203RD ST SW SHORT PLAT (PLN2021-0039) In0A1A1A11c n nui ICY) I� Is, a 0 2 TO CA TCH BASIN RIM 424.46E / I I I / / MAXIMUM DRIVEWAY SLOPE N EASEMENT NOTE ALLOWED 14% , 1 � ALL EASEMENTS SHOWN ON THIS PLAN WILL BE RECORDED W/TH THE SHORT PLAT Applicant shall repair/replace all I damage to utilities or frontage I improvements in City rightIX I ELECTRIC VEHICLE CHARGING STA T/ON NOTE per city standards that is caused ed or I I I occurs during the permitted project. I THE VEHICLE PARKING SPACE W/THIN THE GARAGE SHALL BE ELECTRIC VEHICLE READY. 7HE GARAGE SHALL INCLUDE A FULL Y- WIRED CIRCUIT W17H LEVEL H R LEVEL N �ET L- (PER ECDC 1 Z 115) ELECTRICAL VEHICLE CHARGING RECEPTACLE OU OR TERM/NATION 27041900112500 I POINT, INCLUDING CONDUIT AND WIRING AND THE ELECTRICAL SERVICE CAPACITY r (208 V140 AMP MIN/MUM) NECESSARY TO SERVE THE RECEPTABLE, THAT ALLOWS FOR FUTURE INSTALLATION OF AN ELECTRICAL VEHICLE CHARGING STATION. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE LOT COVERAGE *TOTAL NET PROJECT AREA: 20,282 SF *ALLOWABLE COVERAGE (359) 7,099 SF HOUSE, COVERED DECK & GARAGE 2, 316 SF (LOT 1 ONL Y) PERCENT COVERAGE 11. 49 HOUSE, COVERED DECK & GARAGE 2,443 SF (LOT 2 ONLY) PERCENT COVERAGE 12.19 TOTAL LOT COVERAGE 4,759 SF PERCENT COVERAGE 23. 59 *THIS LOT /S PART OF A CONSERVATION SHORT PLAT WHERE LOT COVERAGE WAS BASED ON THE TOTAL AREA ACROSS THE PARENT LOT. 7,099 SO. FT. OF TOTAL BUILDING COVERAGE /S AVAILABLE FOR LOTS 1 AND 2 OF PLN2021-0039. STORMWATER CONTROL SUMMARY PROJECT SITE CA TEGORY CA TEGORY 2 DISCHARGE L OCA T/ON. ONSI TE INFIL TRA T/ON TYPE OF AREA LOT 1 ONL Y SQUARE FOOTAGE STORM WA TER FACILITY LA WN AND LANDSCAPE 4,079 SF SOIL AMENDMENTS ROOFS 2, 670 SF /NF/L TRA T/ON TRENCH HARD SURFACES 257. RETROFIT 980 SF 0 SF /NF/L TRA T/ON TRENCH N.A. PROJECT CLASSIFICATION PROJECT CLASSIFICATION: CATEGORY 2 EDMONDS WATERSHED BASIN. GOOD HOPE POND FLOW CONTROL STANDARD: INF/L TRA T/ON TRENCH MEETING LID PERFORMANCE STANDARDS. STORMWA TER BMPS. INFIL TRA TION TRENCH (T7.20) AND POST CONSTRUCTION SOIL AMENDMENT (T5.13) OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING \� ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. - - LOT 8 PLAT OF WOODLAND ESTATES NO, 2 VOL. 35, PG. 30 IMPERVIOUS AREAS LOT 1 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2, 670 SF (ROOF LINE) UNCOVERED PAT/0 AND WALK 380 SF UNCOVERED DR/ VEWA Y 600 SF TOTAL = 3,650 SF UTILITY NOTE ALL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCTION NOTE APPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTIL/TIES OR FRONTAGE IMPROVEMENTS /N CITY RIGHT-OF-WAY PER CITY STANDARDS THAT /S CAUSED OR OCCURS DURING THE PERM/TTED PROJECT. PORCH III y GAIRAGE F-1 I III LLL 1 I PROPOSED HOUSE ✓ II IF�426.0 ETF WAIY I II 7,�341SF (NET) 579 SF MAIN FF 427.50 I� I II � III I NRY HEA T PUMP III 1 III (42 UTILITIES 3/4" HGT) II � II 2l 57' o I o =HP I =_ _ - - I 424.8 �\ � SDCO I COVERED FG IE 424.0f PAT/0 \ ---- --- �C I III BSBL R�6 TYP - N89 20'S5 "W 103.97' 4" Ad/C ROOF T] DRAIN ® 1.09' MIN i 1 CONNECT TO STORM STUB ' / CONSTRUCTED AS PART i 1 ' OF SHORT PLAT ► IE 422.2E li 1 Q, STORM SYSTEM TO BE CONSTRUCTED AS PART OF THE 203RD ST SW i SHORT PLAT (PLN2021-0039) I I ►I I II I I I 2 STALL FOUNDATIONAFOOTING DRAIN ALONG BUILDING PER/METER FOOTINGS PER FOOTING DRAIN DETAIL BY EARTH SOLUTIONS NW ON SHEET GN-01 PART OF SHORT PLAT. -OT 1 PETER R & LETICIA HARVEY 1906 203RD ST SW 10' PRIVATE EDMONDS, WA 98026 SEWER 27041900118200 EASEMENT LOT 8 PLAT OFJACKSON PARK NO, 2 VOL. 17, PG. 70 GRADING QUANTITIES CUT.• f 150 CU YDS FILL: f 150 CU YDS 1) GRADING QUANTITIES INCLUDE ADDITIONAL CUT AND FILL QUANTITIES POTENTIALLY NEEDED FOR ORGANIC SOIL AMENDMENTS /N 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 IS REQUIRED. BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVATIONS FOR HEIGHT CALCULATIONS. ELEVA TION A: 425.89 ELEVA TION B. 427.16 ELEVA TION C. 426.81 ELEVA TION D: 426.05 TOTAL: = 1, 705.91 AVERAGE ORIGINAL GRADE (AOG,) = 426.48 FIN/SHED FLOOR = 42Z 50 ROOF AT RIDGE = 451.00 ALLOWABLE BUILDING HEIGHT = 451.48 PER CITY OF EDMONDS (426.48 + 25 FT) CITY OF EDMONDS S.P. S-99-167 - A.F. NO, 200007055001 APPROVED BY PLANNING Nov 28 2022 LOT 2 Per PLN2021-0039 DANIEL E & ANNAMARIE E JACKY 7970 203RD ST SW EDMONDS, WA 98026 27041900118300 Zone ' . F2S-8--- Corner Flag Setbacks: Required Proposed Front N 15 15 Sides W/E 5/5 :33.5/15.5 --Rear--S- -- --10_=-: -------- _ 10 Other --------__ --- 25 24.52 Height UTILITY SEPARATION REQUIREMENTS WA TER • 18" MIN/MUM COVER FOR WA TER SERVICES • 3' MIN/MUM HORIZONTAL SEPARATION BETWEEN WATER SERVICES AND ALL OTHER UT/L177ES, EXCEPT SANITARY SEWER. • 10' HORIZONTAL SEPARATION BETWEEN SANI TAR Y SEWER AND WATER MAINS OR SERVICES. • 12" MIN/MUM VERTICAL SEPARATION, FOR PERPENDICULAR CROSSINGS, BETWEEN WATER MAINS OR SERVICES AND ALL OTHER UTILITIES, EXCEPT SANITARY SEWER. SANITARY SEWER • 2' M/N/MUM COVER FOR SIDE SEWERS & LATERALS • 5' MIN/MUM HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND ALL OTHER U T/LI TIES, EXCEPT WA TER. • 10' HORIZONTAL SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS OR SERVICES. • 12" MINIMUM VERTICAL SEPARATION, FOR PERPENDICULAR CROSSINGS, BETWEEN SANI TARY SEWER AND ALL OTHER UTILI TIES, EXCEPT WA TER. • 18" MIN/MUM VERTICAL SEPARATION BETWEEN WA TER AND SEWER, SEWER LAID BELOW WA TER. STORM • 2'MINIMUM COVER FOR STORM SYSTEMS, UNLESS DUCTILE IRON PIPE /S USED. • 5' MINIMUM HORIZONTAL SEPARATION BETWEEN STORM AND ALL OTHER UPL/TIES OUTSIDE AGENCY UTL/T/ES • 36" MINIMUM COVER FOR JOINT GAS, ELECTRIC, TELEPHONE, CABLE TV SERVICE AND CONDUCTORS. • 36" MINIMUM COVER FOR A PRIMARY D/STR/BUTTON SYSTEM. SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512- 7099 CONTACT. DARREN J. RIDDLE SITE DATA VICINITY MAP SCALE.- 1- = 2, 000' CIVIL ENGINEER 16531 13TH AVE W, SUITE A 108 L YNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL@RAMENG/NEER/NG/NC.COM CONTACT.- ROB L. LONG, PE GEOTECHNICAL EARTH SOLUTIONS NW, LLC 1805 136TH PL NE, SUITE 201 BELLEVUE, WA 98005 (425) 284-3300 CONTACT' HENRY WRIGHT, PE HENRY. WR/GHT@EARTHSOLUTIONSNW. COM SITE ADDRESS: 7918 203RD ST SW EDMONDS, WA 98026 TAX PARCEL ID NUMBER: 27041900112700 TOTAL SITE AREA: 8,579 SF (0.20 AC) EXISTING ZONING. RS-8 AGENCIES/UTILITIES JURISDICTION 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 Z/PLEY ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 GAS PSE GARBAGE REPUBLIC SERVICE CONSERVATION SUBDIVISION DESIGN (EDC 20.75.048) *SETBACK REQUIREMENTS. STREET SETBACK M/M/NUM = 15 FEET REAR SETBACK MIN/MUM = 10 FEET SIDE SETBACK MIN/MUM = 5 FEET * PER EDC 20.75.048(B)(1) CONSTRUCT/ON 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 /N PLACE AND INSPECTED PR/OR 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 FRONTAGE IMPROVEMENTS. 8. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENT/RE SITE. 9. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. RAM ENGINEERING, INC. Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM O W U W U W U W W cc W W W 000 U U U CL o zz zI�I.4 ytl o WA #, z 36508 CL% SHEET INDEX o��ION TER�� AL 1 SP-01 SITE DEVELOPMENT PLAN 2 TP-01 CLEARING, GRADING & TESC PLAN 3 GN-01 GENERAL NOTES & DETAILS RES U B ENGINEER. Nov 10 2022 ROB L. LONG, PE I� CITY OF EDMONDS DRAWN BY.• BLD2022 / OS�EVELSERVICES DEPARTMENTMIKE MORRIS I Know what's below. Call before you dig, COMPLIES WITH APPLICABLE CITY STORM CODE 11/15/2022 ALL SHORT PLAT IMPROVEMENTS SHALL BE COMPLETED PRIOR TO FINAL APPROVAL OF THE SINGLE FAMILY RESIDENCE, UNLESS APPROVED OTHERWISE BY THE CITY'S ENGINEERING DIVISION. ISSUE DATE. SCALE.• 7120122 AS NOTED JOB NO: 20-020 SHEET.- Sp-0 of SHT �% OF 3 INSTALL TEMPORARY SEDIMENT TRAM I I FOR CATCH BASINS PER CITY OF EDMONDS STD DWG NO ER-902 / (SEE DETAIL ON SHT GN-01) -G----G-L---SS--� SD --SD SS-�`--G'- (,SSG-� � / 1 1 / �14+00 �W ---W - ---- / --------T- z / ---------=----4 .' PART OF THE 203RD ST SW SHORT PLAT (PLN2021-0039) I , I I I I I I I �r i I I I I CONSTRUCT STABILIZED TEMPORARY CONSTRUCTION ENTRANCE PER CITY OF EDMONDS STD DWG NO ER-901 (SEE DETAIL ON SHT GN-01) BLOCK WALL TO BE CONSTRUCTED AS J PART OF THE 203RD ST SW SHORT PLAT (PLN2021- 0039) I / I / I / I I I I I I c 1 \ I/ g a� a �C� o N I � 0 �N oa Ln --1 No 00 N N 0 �0 o N x N Z Z NE 114, SEC 19, TWP 27N, RGE 4E, W.M. i Wm G----G----G �---G- 5----SS-- SS- _ G-- G----G -I--SS- -Sg= - -SS--� /-----�'� - - - - --fi--� Z--5, 203RD SDI` SW 15+00� - 1 ---SD-L--SD WI-SD-T---SD-----W -W---YW -r- ---�W-W- -r--I-----W- D----- ------ --- �4 AJ f18- 111 INTO lNFIL TRA Tl THE C I 21 \ wM e/N , FIG - - l TTE PROTECTION r - - - 1 FE CIING AS REQ D I 4 4. I ` COVER F - - - - PORCh / I -J ' 1\\ CONCRETE \ --j 1 PROPOSED HOUSE JOGDRIVEWAY I GA�AGE MAIN FF 427.50 I I FF 126.0 2% 424.8 \\ I CO VERED 1 PA1/0 1 \ I Y Y Y-Y\ + -\`\ I II I ` I /^J I ; I � I I, I I I I I ♦ - ,--------- -- / EXISTING TREES TO REMAIN (TYP) LOT 1 \\ CLEARING LIMITS (TYP) FILTER FABRIC FENCE PER CITY OF EDMONDS STD DWG N0. ER-900 N I (SEE DETAIL ON SHT GN-01) � I I I I 1 I 1 I I 1 1 SHORT PLAT S-99-167 A,F. NO, 200007055001 L \ I I / / / I . I L - / LOT 2 N SCALE. •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• 3. FLAGGING OF TREES TO BE REMOVED AND TAGS ON TREES TO BE RETAINED, AND 4. PROPERTY LINES. B. PLACING MATERIALS NEAR TREES. NO PERSON MAY CONDUCT ANY ACTIVITY WITHIN THE PROTECTED AREA OF ANY TREE DESIGNATED TO REMAIN, INCLUDING, BUT NOT LIMITED TO, OPERATING OR PARKING EQUIPMENT, PLACING SOLVENTS, STORING BUILDING MATERIAL OR STOCKPILING ANY MATERIALS, OR DUMPING CONCRETE WASHOUT OR OTHER CHEMICALS. DURING CONSTRUCTION, NO PERSON SHALL ATTACH ANY OBJECT TO ANY TREE DESIGNATED FOR PROTECTION. C. PROTECTIVE BARRIER. BEFORE DEVELOPMENT, LAND CLEARING, GRADING, FILLING OR ANY LAND ALTERATION, THE APPLICANT SHALL: 1. ERECT AND MAINTAIN READILY VISIBLE TEMPORARY PROTECTIVE TREE FENCING ALONG THE LIMITS OF DISTURBANCE WHICH COMPLETELY SURROUNDS THE PROTECTED AREA OF ALL RETAINED TREES, GROUPS OF TREES, VEGETATION AND NATIVE SOIL. TREE PROTECTIVE FENCING SHALL BE A MIN/MUM HEIGHT OF THREE FEET, VISIBLE AND OF DURABLE CONSTRUCTION; ORANGE POLYETHYLENE LAMINAR FENCING IS ACCEPTABLE. 2. INSTALL HIGHLY VISIBLE SIGNS SPACED NO FURTHER THAN 15 FEET APART ALONG THE ENTIRETY OF THE PROTECTIVE TREE FENCING. SAID SIGN MUST BE APPROVED BY THE DIRECTOR AND SHALL STATE, AT A MIN/MUM, "TREE AND SOIL PROTECTION AREA, ENTRANCE PROHIBITED, " AND PROVIDE THE CITY PHONE NUMBER FOR CODE ENFORCEMENT TO REPORT VIOLATIONS. J. PROHIBIT EXCAVATION OR COMPACTION OF SOIL OR OTHER POTENTIALLY DAMAGING ACTIVITIES WITHIN THE BARRIERS; PROVIDED, THAT THE DIRECTOR MAY ALLOW SUCH ACTIVITIES APPROVED BY A QUALIFIED PROFESSIONAL AND UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL RETAINED AND PAID FOR BY THE APPLICANT. 4. MAINTAIN THE PROTECTIVE BARRIERS IN PLACE FOR THE DURATION OF THE PROJECT UNTIL THE DIRECTOR AUTHORIZES THEIR REMOVAL. 5. ENSURE THAT ANY APPROVED LANDSCAPING DONE IN THE PROTECTED ZONE SUBSEQUENT TO THE REMOVAL OF THE BARRIERS SHALL BE ACCOMPLISHED WITH MACHINERY FROM OUTSIDE THE PROTECTED ZONE OR BY HAND. 6. LIMIT THE TIME PERIOD THAT THE CRITICAL ROOT ZONE IS COVERED BY MULCH, PLYWOOD, STEEL PLATES OR SIMILAR MATERIALS, OR BY LIGHT SOILS, TO PROTECT THE TREES CRITICAL ROOT ZONE. 7. IN ADDITION TO THE ABOVE, THE DIRECTOR MAY REQUIRE THE FOLLOWING. A. IF EQUIPMENT IS AUTHORIZED TO OPERATE WITHIN THE PROTECTED ZONE, THE SOIL AND CRITICAL ROOT ZONE OF A TREE MUST BE COVERED WITH MULCH TO A DEPTH OF AT LEAST SIX INCHES OR WITH PLYWOOD, STEEL PLATES OR SIMILAR MATERIAL /N ORDER TO PROTECT ROOTS AND SOIL FROM DAMAGE CAUSED BY HEAVY EQUIPMENT. B. MINIMIZE ROOT DAMAGE BY HAND -EXCAVATING A TWO -FOOT -DEEP TRENCH, AT EDGE OF CRITICAL ROOT ZONE, TO CLEANLY SEVER THE ROOTS OF TREES TO BE RETAINED. NEVER RIP OR SHRED ROOTS WITH HEAVY EQUIPMENT. C. CORRECTIVE PRUNING PERFORMED ON PROTECTED TREES /N ORDER TO AVOID DAMAGE FROM MACHINERY OR BUILDING ACTIVITY. D. MAINTENANCE OF TREES THROUGHOUT CONSTRUCTION PERIOD BY WATERING AND FERTILIZING. D. GRADE. 1. THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE CRITICAL ROOT ZONE OF TREES TO BE PRESERVED WITHOUT THE DIRECTORS AUTHORIZATION BASED ON RECOMMENDATIONS FROM A QUALIFIED PROFESSIONAL. THE DIRECTOR MAY ALLOW COVERAGE OF UP TO ONE-HALF OF THE AREA OF THE TREES CRITICAL ROOT ZONE WITH LIGHT SOILS (NO CLAY) TO THE MIN/MUM DEPTH NECESSARY TO CARRY OUT GRADING OR LANDSCAPING PLANS, IF IT WILL NOT IMPERIL THE SURVIVAL OF THE TREE. AERATION DEVICES MAY BE REQUIRED TO ENSURE THE TREES SURVIVAL. 2. IF THE GRADE ADJACENT TO A PRESERVED TREE IS RAISED SUCH THAT /T COULD SLOUGH OR ERODE INTO THE TREES CRITICAL ROOT ZONE, IT SHALL BE PERMANENTLY STABILIZED TO PREVENT SOIL EROSION AND SUFFOCATION OF THE ROOTS. J. THE APPLICANT SHALL NOT INSTALL AN IMPERVIOUS SURFACE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE TO BE RETAINED WITHOUT THE AUTHORIZATION OF THE DIRECTOR. THE DIRECTOR MAY REQUIRE SPECIFIC CONSTRUCTION METHODS AND/OR USE OF AERATION DEVICES TO ENSURE THE TREES SURVIVAL AND TO MINIMIZE THE POTENTIAL FOR ROOT -INDUCED DAMAGE TO THE IMPERVIOUS SURFACE. 4. TO THE GREATEST EXTENT PRACTICAL, UTILITY TRENCHES SHALL BE LOCATED OUTSIDE OF THE CRITICAL ROOT ZONE OF TREES TO BE RETAINED. THE DIRECTOR MAY REQUIRE THAT UTILITIES BE TUNNELED UNDER THE ROOTS OF TREES TO BE RETAINED /F THE DIRECTOR DETERMINES THAT TRENCHING WOULD SIGNIFICANTLY REDUCE THE CHANCES OF THE TREES SURVI VA L. 5. TREES AND OTHER VEGETATION TO BE RETAINED SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION. CLEARING OPERATIONS SHALL BE CONDUCTED SO AS TO EXPOSE THE SMALLEST PRACTICAL AREA OF SOIL TO EROSION FOR THE LEAST POSSIBLE TIME. TO CONTROL EROSION, IT IS ENCOURAGED THAT SHRUBS, GROUND COVER AND STUMPS BE MAINTAINED ON THE INDIVIDUAL LOTS, WHERE FEASIBLE. 6. THE DIRECTOR MAY APPROVE THE USE OF ALTERNATIVE TREE PROTECTION TECHNIQUES IF THOSE TECHNIQUES PROVIDE AN EQUAL OR GREATER DEGREE OF PROTECTION THAN THE TECHNIQUES LISTED /N THIS SUBSECTION. E. DIRECTIONAL FELLING. DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES DESIGNATED FOR RETENTION. UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 2" ORGANIC MULCH UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF (LAWN) AREAS o" 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/ECTFCH OF RECORD. GRASS: SEED OR SOD 3" OF COMPOST 1-III-l1 11-111-III=III 11-III-III-III=Ili=111-11 1,75" OF COMPOST INCORPORATED INCORPORATED fN70 5" OF 1I III III III f =III I 11=1 b l l-III=1 I =11 -III =1 Ill -I F I -III -III =1 1=1 I-III-III=1 I INTO 6.25" OF SITE SOIL (TOTAL SITE SOIL (TOTAL AMENDED AMENDED DEPTH OF 9.5% FOR A DEPTH OF 9.5", FORA 1-III11( I I III-III-1il-III I=1 I I-III=1 11=1 11=1 11=f I I II=III=EII=III=III-III-1! I1=1T1=1I FI I 11=1 11=1 I I SETTLED DEPTH OF 8") SETTLED DEPTH OF 8") IIIIII III III III III �1-1-!II Ill-III-1 I I-III-III-III-f I I 11-III=11 I-! I!-III=1 I I=1 I I I IIT SUBSOIL SCARIFIED 4" BELOW i�r \\ \/\\ i \ SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER i ` / \/ \// /�\// \. COMPOST AMENDED LAYER {12" BELOW SOIL SURFACE) ' /\\ / /11�\�//\ (12" BELOW SOIL SURFACE) OPTION 2 AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE SHALL BE FENCED AND EXISTING 2" ORGANIC j�� j�� j GRASS: SEED VEGETATION AND SOIL SHALL BE MULCH ��i��i/�/i�� p" OR 50D PROTECTED FROM CONSTRUCTION 11III111IIIIIIIII=III=III III=III-I 11=1 11=1 I I-ITI I-1 IIIIII'-III=III=III I I I=1 11=1 I ICI I I=1 11=111=1 I I IMPACTS. 6" IMPORTED I1 I C I I1 I IIII1 I I -III III-III-III=III=III-III-1 11=II11=1fl=III=III-III I1 1 11 1 11 I fIIII f 11 I I I-III-1C-III=III=1=III =III=111�11=III=141=III 6 " IMPORTED 2. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO TOPSOIL MIX III III=111=1 =1 -1 1=1 1=I 1=1 1- I=111-I b !1 I 1-1 T1 =1 1=1 I� i- f 1=1 1 TOPSOIL MIX FULLY SATURATE WITHOUT (COMPACTED 1=1 IIIIIIIIIIIIIIIIIII I 1=1 IIIIIIIHIIIII111-III (COMPACTED CAUSING EROSION. DEPTH) I -III-1I I-III=�=�= I I 111 El=-[=TI=I f 1=1I ill-i101Hl1=III DEPTH) III=III=III _III=III 6» =111 T.III - 3. COMPOST SHALL MEET SPEC. 1- l- %j�/' 1-. = REQUIREMENTS IN THE 2017 SUBSOIL IS 1- I'�/\ _ \4\1.1- 1= I SUBSOIL IS EDMONDS STORMWATER ADDENDUM (CHECKLIST 7). SCARIFIED 6" y I SCARIFIED 6" BELOW MPORTED - \ = BELOW IMPORTED 4. COMPACTION OF TOPSOIL WHERE TOPSOIL MIX / i,. 12„ \\// \ /.: TOPSOIL MIX REQUIRED) TO BE TO 85%( (MAX) I OF THE MAXIMUM DRY DENSITY OPTION 3 IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). REVISION DATE POST CONSTRUCTION SOIL APRIL 2021 CITY OF EDMONDS QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL F5 t 1 g 1P APPROVED BY: R. ENGLISH S D - 6 42 H=3'Max. Driveway Surcharge •a O'O •O. •O. O. O D. 0 O O O•. O'. O'. O•. O'. O•. O• o •oo'fl.oa• -0o,-oo•..00•..00•0.oa•�.00•�.00•D.o Wall Block 00 o9'•b•og ••b•og ••b•og ••b•og ••b•oq ••b•oq ••b•og ••b•oq ••b•og •:oo•o. o.o. o.o. o.o. o.o. o.o. o.o. o.o. o.o. o. 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Leveling Pad (Crushed Rock) Not - To - Scale 04/08/2022 Earth Warth Solut1011 SolutionsEI nl{i+�LL' Geotechnical Engineering, C. nd Environ Drwn. MRS I Date 04/08120221 Proj. No. 7572.01 Checked HTW Date April 2022 Plate M131 BLOCK WALL NOTE BLOCK WALL TO BE CONSTRUCTED AS PART OF SHORT PLAT 2021-0039. DETAIL HAS BEEN ADDED FOR INFORMA 710NAL PURPOSES ONLY wham below all be#ore You RAMI ENGINEERING, INC. Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM O W U W U W U W zz W W W O O O U U U L Q \ o\p N 0 Ozz Z 15 ytl O WA z d 36 08 CL% \'IONrA1.�� ///9/22 R E S U B ENGINEER. Nov 10 2022 ROB L. LONG, PE CITY OF EDMONDS DRAWN BY.• 10S�EVE OPMENT DEPARTMENT MIKE MORRIS BLD2022 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 11 /15/2022 DATE: �Jewv BY CITY ENGINEERING DIVISION ISSUE DATE. SCALE.• 7120122 AS NOTED JOB NO: 20-020 SHEET.- TP-0 1 SHT 2 OF 3 a N I � 0 �N oc L J I � No CNo co 0 0 k� � � O N Z Z 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 CA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL 8" 0 04 FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS -\ 11 WERE MESH FENCE FAOBRICPPORT FILTER BURY BOTTOM OF FILTER 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 FILTER FABRIC FENCE JANUARY 2018 CITY OF EDMONDS FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL \s f g 9 APPROVED BY: R. ENGLISH E R- 9 00 RESIDENCE 1 1 2' CLEANOUT (MAX) (TYP) w Z J Z W CE Z w o Ld CLEANOUT a Ld WITH 45' BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 2" t r-FINISHED GRADE z z w ih > W W a Cn rr a � Ld 0 a 12" LOCKING COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) WATER TIGHT CAP \��/ ��\��\'• 45' RISER LEVELING COLLAR SEE NOTE 4 45' 12" PVC SLEEVE 6" RISER 4" OR 6" SIDE SEWER �� 6" WYE AND � r 6" CITY STUB GENERAL_ CLEANOUT DETAIL 45' BEND 1 NE 1/4, SEC 19, TWP 27N, RGE 4E, W.M. _LS A TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: O 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 ATS 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. *PROVIDE ATS 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 sf lg9d APPROVED BY: R. ENGLISH ER-90 i 1 PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 4" OR 6" J 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL NOTES: z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT wry dw LEVELING COLLAR NOTES: • Do NOT tie roof downspouts SEE NOTE 4 to Footing Drain. a a ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. • Surface Seal to consist of 12" of less permeable, suitable 12" t 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. soil. Slope away from building. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 OR APPROVED EQUAL. LEGEND: 6" RISER SLEEVE 4, LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: Surface Seal: native soil or END OF PIPE GRIPPER other low -permeability material. 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 rtiaartir 1-inch Drain Rock UNDER ASPHALT OR CONCRETE CONCRETE COLLAR REVISION DATE CITY OF EDMONDS FEBRUARY 2022 SEWER CLEANOUT DETAILS STANDARD PUBLIC WORKS DEPARTMENT DETAIL Fs t 18 ° 0 S S- 2 0 0 APPROVED BY: R. ENGLISH Perforated Rigid Drain Pipe (Surround in Drain Rack) 6" MIN DEPTH SET DEPTH AS REQ D FOR POSITIVE FLOW FROM WALL/HOUSE FOOTING DRAIN fiRerfaboc oompacted baMII �• 7 4" rigid or V flexible ii Z T 9 ag a op o perforated pipe � N ov a o 'D G o 4 O 0�4C]n via washed rock T2" J. 0 1 1/2"-3/47 B�DC3 a4n� C SECTION A NTS SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING RETAINING WALL / FOOTING DRAIN DRYWELL TRENCH NOT TO SCALE CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (n'P) 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 CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL s+ Ig 44, APPROVED BY: R. ENGLISH ER-902 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 BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED /N THIS MANNER. 2. ESC MIN/MUM REQUIREMENT -STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED, SOD, HYDROSEED/NG, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN 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 APR/L 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 IN ACCORDANCE WITH THE MANUAL. 5. ESC MIN/MUM REQUIREMENT -OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. 6. EROSION AND SEDIMENT CONTROL REQUIREMENT- UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION 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 MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDED LAND DISTURBING ACTI VI TIES OF GREATER THEN, OR EQUAL TO, ONE ACRE /N ADDITION TO MEETING THE MIN/MUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW . W. Q Q 8. ESC MIN/MUM REQUIREMENT- DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENS/TIVE/CR/TICAL 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, PER/METER 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 ACTIVITIES 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 IN ACCORDANCE WITH ESC REQUIREMENT NO. 2. 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 /N 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, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS 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-DEWATERING 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 CONSTRUCT/ON 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 CONTAMINATION OF STORM WATER. 17. EROSION AND SEDIMENT CONTROL REQUIREMENT -FINANCIAL LIABILITY. 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] 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 STORMWA TER 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 JOBSITE 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 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 /S 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 /N 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 COMPACTIOE 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 /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 STORMWA TER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF 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 OR INDIVIDUAL DRYWELLS. 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 EMA/LED 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 PRECONSTRUCTION CONDITION IN 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 ONS/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 UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES /N SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNERS REPRESENTATIVE PRIOR TO BACKF/LL/NG. 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 959: 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. Know whars below. Call before you dig. RAMI ENGINEERING, INC. Civil Engineering / Land Planning 19109 36TH AVE W, SUITE 100 LYNNWOOD, WA 98036 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM O W U W U W U W W W W i3 U i3 Q N 0000 N CID O R E S U B ENGINEER. Nov 10 2022 I� CITY OF EDMONDS DRAWN BY.• OPMENT ELDZOZZ � / O87' DEPARTMENTVICES APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 11 /15/2022 BY CITY ENGINEERING DIVISION z 0 Q LM O Q ytl WAS z d 36508 CL% ISTER�� AT ///9/22 ROB L. LONG, PE MIKE MORRIS ISSUE DATE. SCALE.• 7120122 AS NOTED JOB N0: 20-020 SHEET.• GN-01 SHT 3 OF-3