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APPROVED ENG PLN RESUB3 BLD2021-0809+Site_Plan+10.4.2022_9.38.28_PM+3146333Q 1yw�� z) yM� i l 00 Cyi II C, to / / 1 1-1 2"0 WATER LINES (TYP.) 0.0 ACCESS AND UTIL17Y.EASEM, 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. f . _ IL T12. . . . . . . AND ENCROACHES 0.2 RAS�rM T F RS . Zo Q_rtU t I�"� MAIN SLR; 3'>5�'. 9` � t TCP F I ROOF 3720 �► � � � � � 0. 2 I I 1 90 CFO Cp 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. ENGINEERING DIVISION APPROVED AS NOTED - -r- ou�,hri4 11/14/2022 ***SEE CIVILS C1.0-C2.0*** APPROVED BY PLANNING SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM LOT COVERAGE: ti L4T ARFA &,05 S - NET AREA (EXCL. ACCESS EASE. AREA) 8,078 SF PROPOSED BUILDING.- 2,046 SF COVER; 21.3X NET: 25.3% IMPERVIOUS AREA: BUILDING 2,275 SF DRIVE (TO EASEMENT) 320 SF WALK 750 SF TOTAL _ 2, 67Q SF NEW IMPERVIOUS COVER 28;2% NET: 33.1% EQUZPAIENTAND PROCEDURE LEICA 7'C 1000 FOR FIELD TRAVERS AND TOPOGRAPHY. MONUMENTS VISITED 90/2004 PRECISION EXCEEDS. STATE STANDARDS., Zone RS8 Corner NiFlag X Setbacks: Required Actual Front '------------ ' --- ------ Sides 7.5 : ------ ___ > 7' . Rear ' ----------- Other Height 25' 21. BLD2021-0809 PER SEWER CARD INVERTS ALONG N. W. 68TH ST; FOR NCVD :29 ACC -- .5 5' TBM. EX, SMH RIM 348.80 LE, W. 8*1 3JZJ6** LE. E, 8" = 33Z38' VERTICAL DA E(A NAVD 88 N x _ WiyQ� E , t. 4 NE 114, SE 114, SEC.31, T.27N., R.4E., W.M. SNOHOMISH COUNTY, WA SHINGTON �G G END WALi J G W ?o N CARL COOK CARL COOK 0 p ACCESS AND CB RIM = 363.28' I.E. W. 12" = 36L64' 1.E. S.E. 12" = 361.57' C 0 UTILITYCONFLICTNOTE.' Know what's below. Call before you dig. CAUTION.' THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION, THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 1VI11!m IVILLf1YL FND 112" PIPE HELD o- N 88'31'13" W 127-00' } 127' f cc III ° _ 0 o ' ---_-__OSEDR �LDENCE ("� --- r�� -_---3.54 3LOCK ( \II FF=355.17, i (! 9- --, � ° , r 18" ROOF JS OVERHANG 1 u (II r - I CID 354.25 • ( I • 354.92 ((1 50' I FND 112" REBAR W/CAP W 0.40' OF CALC. CORNER SPECIAL CARE ShRLL BE TAKEN TO ENSURE NO SILTATION ENTERS THE INFILTRATION SYSTEM. TYPICAL FOR ALL LOTS. ( 12.5' II I I IIII I ' 27' li_ — ---- I-----ri-- — "m� i 15' UTILITY I - EASEMENT 21' I Y 354,00 • P —:c. ! • 354.33 38' I ' ' PROPOS D RES]�(ENC I as" ROOF J-T OVERHANG NTR ; ; F=355.58CP Lq r' ` ';0 r , Nz ! 20' ' mA � ACCESS 'EASEMENT t p - � '_44 PARCEL 27000 4JI00401800 ROSALEA LANDER ao o LI I I 1 7 o u; FIRE APPARATUS I I ~_ 1 7 14 o-q V , TURN ,AROUND I ' I - it i 1 Irn i rn C o 18" ROOF OVERHANG I I 1 I 1 WOOD FENCE m� 0 IE II— D 112" REBAR BENT OVER W 1.0' W _ ASPH _ _ G CB RIM = 357.39' J I.E. N.W. 12" = 355.91 I.E. E. 12" = 355.15' ROPOSEI SIDE. 20.0' I I L 2 I � I 3 ;FF7 ;92 i I L _ Q Lri 1 1 + 3 18.5' 354.00 • I • '354.7506 I^ I I I I I I I I I I I I I ON PROPERTY LINE I AND ENCROACHES 0.2' I I � 1 I I + I 0.2' I U rILl I I PARCEL 27043100403400 GREGORY & MARY ANNE 42 ' I JONNSON I I I I I ! I I f I , I 127' I o o, 41 Ln Uy I I 18" ROOF `cC OVERHANG � 1 - m 4 PARCEL 27043100401400 19' , PRO ©SED RESIDENCE DEBORAH KING - 355.50 354.70 • 54.25 1 LOT 1 i I 15' UTILITY •, I I 1 F=354.58 TOP OF SANK I` I I EASEMENT 1 1 1 1 I I I I I I I I 1 I I I ( I \ I 24' It AREA TO DRAIN 7.5: I I � , , D DRAIN ---- .I m 1+ LANDSCAPECN n I RETAININC,IWALL ' rr 352 3S0 I CONC. ENCROACHES � , ' 127' I 1 4 2.1' 5 r 127, 00' ` I , d Z 0 + FOUND 5/8" REBAR Il I W/WEI CAP HELD POSITION + APPROX. LOCAEI / I WI o W �OF 8" DI WATER MAIN 240TTTTTTR-SfiS'W T L0 `EX. CIL OF RD ` S S N 88'35'01 " W 513.28' CALC. G � S SD34' 17" E G TBM a a a d SMH RIM = 348.80' C8 RIM = 348.82' I.E. W. 8" = 337.36`- I.E. E. 8" = 337.38' BLD2021-0809 J; SCALE: 1 " = 20' 20 10 0 20 40 &L- cli-SITE lMwcZ -iamww VIA4>E F2 T-Ift Cnt-16TMk--T(C�J DG:! 1I}K,z, 0,7b5 C 4,015- 111L 5C>1-D FV-r1t4r Filter socks shall be added to any catch basins downstream from the construction site per City standard detail E R-902. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. ENGINEERING DIVISION APPROVED AS NOTED 11/14/2022 TREES TO RETAIN (TREES TO BE REMOVED) GRADING QUANTITIES.• CUT: 50 Cu.Yds. FILL: 50 Cu.Yds. (GRADING QUANTITIES WERE CALCULATED USING THE LAND DEVELOPMENT DESKTOP COMPOSITE METHOD. CALCULATIONS DO NOT ACCOUNT FOR SOIL SWELLING AND SHRINKAGE.) T.ES.C. LEGEND TEMPORARY CONSTRUCTION ENTRANCE CATCH BASIN INSERT PROTECTION (TYP.) G•L CLEARING LIMITS SF SF SILT FENCE M�J MULCH &/OR STRAW MATTING PL PLASTIC COVER FLOW ARROW (EX.) 0UIPMENTAND PROCEDURE LEICA TC 1000 FOR FIELD TRAVERS AND TOPOGRAPHY. MONUMENTS VISITED 1012004 PRECISION EXCEEDS STATE STANDARDS. BM PER SEWER CARD INVERTS ALONG N.W. 68TH ST. FOR NGVD 29 ADD -3.5 TBM EX. SMH RIM = 348.80' I.E. W. 8" = 337.36' I.E. E. 8" = 337.38' VERTICAL DATUM: NAVD 88 ENGINEER/CONTACT WGHT ENGINEERING COMPANY P.O. BOX 1478 EVERETT, WA 98206 CONTACT. BRIAN R. KALAB, P.E. PH: (425) 303-9363 EMAIL: INFO®INSIGHTEN GI NE£RI NG. NET SURVEYOR GREENS LAND SURVEYING 7408 164TH ST SW LYNNWOOD, WA 98087 PH: (206) 498-0979 APPLICANT 1 OWNER BELMONT AULCK PH: (206) 571-7777 LEGAL DESCRIPTION LOT 3 OF CITY OF EDMUNDS SHORT PLAT NO. S-6-79, AS RECORDED UNDER RECORDING NO. 7905090293, RECORDS OF SNOHOMISH COUNTY AUDITOR. SITUATE 1N THE CITY OF EDMUNDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. CITY OF EDMONDS APPROVED FOR CONSTRUCTION FOR: , PUBLIC WORKS DIRECTOR DATE INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFG@ LNSIGHTENGINEERING.NET SITE ADDRESS: 7901 240TH ST SW EDMUNDS, WA 98026 REV NO. DESCRIPTION INITIALS DATE TAX ACCOUNT NO.'S: 00452000400800 R E S U B R Oct 05 2022 CITY OF EDMONDS wa �� j�y� NE 114, SE 114, SEC.31, i27,,mX ,`W .M. QUANTUMHOMES ztd rK DWG FILENAME DESIGNED BY. DATE: SCALE. JOB NO.: 36499 180945.DWG SPC 06-09-2022 1 "=20' 1 18-0945 t�s 1S TV, jo)VAL SHEET GRADING AND SWPP PLAN C1. 0 NE 114, SE 114, SEC 31, T.27N., R.4E., W.M. SNOHOMISH COUNTY, WASHINGTON 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) - 2018 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2019) 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 AS -BUILT 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 1N FEET. SEE SURVEY FOR BENCHMARK INFORMATION. Z 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 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. 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. 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DR41NS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS, 16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 19. 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. 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 59 SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 25. 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. 26. 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. 2Z 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. 28. 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. 29. 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. 30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK, 33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM . e Know t's UTILITYCONFLICT NOTE,'Call before you dig. CAUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION: 6-F T MIN t � I I $ 5' ORIPLIN£ 3' 1. 4-FT HIGHT TEMPORARY CHAIN LINK OR ORANGE PLASTIC FENCE SHALL BE PLACED AT 3' BEYOND THE DRIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS, 2. NO ACTIVITIES OR STOCKPILING MATERIALS IS ALLOWED WITHIN TPF. 1 TREf PRO7WT10NDETAIL C1.1 NOT TO SCALE _LS A TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1D THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. 2O 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 CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN -9ss" REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT D ETAI L FS t • 189� APPROVED BY: R. ENGLISH E R-9 0 1 STABILIZED CONSTR UCTION ENTRANCE NOT TO SCALE STD DTL. ER-901 2" x 2' WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2' 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL 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 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 OF EDMONDS FILTER I FI LTRAT PUBLIC WORKS DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE ;RIC FENCE JANUARY 2018 d SYSTEMS STANDARD DETAIL FSt• 1893 APPROVED BY: R. ENGLISH ER-900 2 FILTER FABRIC FENCE FILTRATION SYSTEMS C.1 1 NOT TO SCALE STD DTL. ER-900 UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 2" ORGANIC MULCH UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) 0" OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF (LAWN) AREAS Di UNDISTURBED TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL 3RASS: SEED OR SOD 3" OF COMPOST-111111-Ill-� IIIC=)j1-J11-111-`ill-1 1.75" OF COMPOST INCORPORATED INCORPORATED INTO 5" OF=1I-1�=171-III=1=--T(I��1-III-I -� INTO 6.25" OF SITE SOIL (TOTAL I I IT T)_(_I I f-Ill=III III I I I_I I I_T _III- I SITE SOIL (TOTAL AMENDED 11=1(I-Iil-11=III-I�=11-11�11-III=�1=1 AMENDED DEPTH OF 9.5", FOR A DEPTH OF 9.5", FOR A 1T1=1 -11-ICI-1T(-I I=1-111=11-1=11 SETTLED DEPTH OF 8") I I1=1=-1 I1=1T(=1 II �(= IJ�_I- 11=U-I 1= SETTLED DEPTH OF 8" - - - - - -II I -III- I f11=1-If-I U-III- I III -I -I ff -111=1 - I I-1=1-If=1I1=L=1T_I=1I I =Jll-1 I -I I I-I(j: 1 1 g' 11 111=J 11=III= I-III=41 SUBSOIL SCARIFIED 4" BELOW SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER \f 1 ���t\��\\ ,\//\j �� COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) r //�� r/� /�\� \�\ (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 - -r» pEB11II11 "z�pl' I{1'SHALL BE FENCED AND EXISTING 2" ORGANIC���/ iI!t r�,l MULCH //�/�L�� p II)4II,;,j�I�ji)Ij 1II�l';��i�jl ORASODSEED PROTECTED FROM SCONSTRUCTION =11j-(II-III=1T� 1=11 (� IIIIi IMPACTS. l l IT-1=111-I I I=I I I-I� I- I I I=111-I I I-IJ I -I I I=I I I -I I I -�I 01- IT--1111=11 =III-I-III=1�=1_TI=III 2, TO MEASURE SETTLED DEPTH LI=111-T1i=1-i�jj I-T-III=III=11f III III 6" IMPORTED =1-) I-ill-11=III=11 =III=I-III=III=111-T 6" IMPORTED WATER SOIL SUFFICIENTLY TO TOPSOIL MIX 11-I11=1=III=111=11j- 11=11 -�1=III= II=III-I TOPSOIL MIX FULLY SATURATE WITHOUT ITI=11-III=11=T=III 1=11-I-uj Ill-I1-I I a I I (COMPACTED J0= _m=III-1 _111 I I11-111=11-1I1=III-T- I I (COMPACTED CAUSING EROSION. DEPTH) ff lIT1� 2111=11 6•° 1 1,�.1�IIIIIIII III DEPTH) �� (� 1� vI 3. COMPOST SHALL MEET SPEC. \III FvY ^� \-r.�;�• 11 / REQUIREMENTS IN THE 2017 EDMONDS STORMWATER SUBSOIL IS SCARIFIED 6" \;\, \\\ I�� ,• �jy �%V \\i i'� SCARIFIEDSUBSOIL S6" ADDENDUM (CHECKLIST 7). BELOW \„//\� \;\1/f, \/ /\\j/��/� � BELOW 4. COMPACTION OF TOPSOIL WHERE IMPORTED \' %\/\ 1�\ �/ \//\!�/ IMPORTED TOPSOIL MIX //�\�/% i//?/\\1�\/, TOPSOIL MIX REQUIRED) TO BE TO 85% (MAX) 12 \ ` ` >\\L- OF THE MAXIMUM DRY DENSITY OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). POST CONSTR UCTION SOIL QUALITY AND DEPTH NOT TO SCALE STD DTL SD-642 BLD2021-0809 THE 13 ELEMENTS OF TESC BMP ELEMENT 11 - MARK CLEARING LIMITS: LIMIT OF CONSTRUCTION ARE CLEARLY MARKED. ELEMENT 12 - ESTABLISH CONSTRUCTION ACCESS: A STABILIZED CONSTRUCTION ENTRANCE IS SHOWN. ELEMENT #3 - CONTROL FLOW RATES: FLOW IS MINIMAL. ELEMENT #4 - INSTALL SEDIMENT CONTROLS. SILT FENCE, INLET PROTECTION AND MULCH ARE PROPOSED. ELEMENT #5 - STABILIZE SOILS: SOIL STABILIZATION IS ACHIEVED BY MULCHING, PLASTIC COVERING AND SEEDS. ELEMENT #6 - PROTECT SLOPES: SLOPES ARE PROTECTED BY PLASTIC COVERING, MULCHING AND EXISTING VEGETATION. ELEMENT #7- PROTECT DRAIN INLETS: INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS ELEMENT#8 - STABILIZE CHANNELS AND OUTLETS: N/A ELEMENT #9 - CONTROL POLLUTANTS: ALL VEHICLES, EQUIPMENT AND PETROLEUM PRODUCT STORAGE/DISPERSING AREAS WILL BE INSPECTED REGULARLY TO DETECT ANY LEAKS OF SPILLS, AND TO IDENTIFY MAINTENANCE NEEDS AND PREVENT LEAKS OF SPILLS. ELEMENT J10 - CONTROL DEWATERING: THESE WILL BE NO DEWATERING AS PART OF THIS CONSTRUCTION PROJECT. ELEMENT j11- MAINTAIN BMP's: ALL TESC BMPs SHALL BE MAINTAINED AND REPAIRED AS NEEDED. ELEMENT J12 - MANAGE THE PROJECT.• THIS COULD BE ACHIEVED BY MINIMIZING THE EXTENT AND DURATION OF THE AREA EXPOSED AND BY EMPHASIZING EROSION CONTROL THEN SEDIMENT CONTROL. ELEMENT J13 - PROTECT ON -SITE STORMWATER MANAGEMENT BMPS FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES: N/A. NOTES: 1. ALL DISTURBED AND PERVIOUS AREAS ON AND OFF SITE SHALL BE COMPOST AMENDED TO MEET REQUIREMENT OF BMP T5.13 IN THE STORMWATER MANUAL, VOL V, CHAPTER 5. SEE DETAIL 4/C1.0. 2. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED URING CONSTRUCTION. 3. EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS (174TH ST S,W.) SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. 4. DRIVEWAY SLOPE NOT TO EXCEED 14%. ESC NOTES (ECDC 18.30.050) A. ESC MINIMUM REQUIREMENTS, ALL ACTIVITIES NECESSITATING A CLEARING OR GRADING PERMIT AND ALL UTILITY PROJECTS CONSISTING OF MORE THAN 500 LINEAL FEET OF TRENCH EXCAVATION SHALL BE REQUIRED TO CONTROL EROSION AND SEDIMENT DURING CONSTRUCTION AND TO PERMANENTLY STABILIZE EXPOSED SOIL RESULTING FROM CONSTRUCTION, PROJECTS INVOLVING A CRITICAL AREA MAY ALSO BE REQUIRED TO COMPLY WITH ANY COMBINATION OF THE ESC MINIMUM REQUIREMENTS. COMPLIANCE WILL BE DEMONSTRATED THROUGH THE IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES FOR PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL. THE PLAN MUST ADDRESS THE FOLLOWING REQUIREMENTS: 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE 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 IN THIS MANNER. 2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, 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 I THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 3. ESC MINIMUM 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 COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. ESC MINIMUM 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 MINIMUM 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 DEWATERING 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. Z ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW. 8. ESC MINIMUM 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 MINIMUM 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 ACTIVITIES TAKE PLACE EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE. 10. ESC MINIMUM 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 MINIMUM 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 MINIMUM 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 MINIMUM 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 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. DEWATERING 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 IN 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]. ENGINEERING DIVISION -- APPROVED AS NOTED REV. NO. DESCRIPTION 11/14/2022 R. WA s 36499 CAI GI S T 1.1 INITIALS I DATE GRADING •QUANTITIES.° CUT: 50 Cu.Yds. FILL: 50 Cu.Yds, (GRADING QUANTITIES WERE CALCULATED USING THE LAND DEVELOPMENT DESKTOP COMPOSITE METHOD. CALCULATIONS DO NOT ACCOUNT FOR SOIL SWELLING AND SHRINKAGE.) T.E.S.C. LEGEND U - SF SF MU TEMPORARY CONSTRUCTION ENTRANCE CATCH BASIN INSERT PROTECTION (TYP.) CLEARING LIMITS SILT FENCE MULCH &/OR STRAW MATTING PL PLASTIC COVER FLOW ARROW (EX.) EQUIPMENT AND PROCEDURE LEICA TC 1000 FOR FIELD TRAVERS AND TOPOGRAPHY. MONUMENTS VISITED 1012004 PRECISION EXCEEDS STATE STANDARDS. BM PER SEWER CARD INVERTS ALONG N.W. 68TH ST. FOR NGVD 29 ADD -3.5 TBM EX. SMH RIM = 348.80' LE. W. 8" = 33Z36'' LE. E. 8" = 337.38' VERTICAL DATUM: NAVD 88 ENGINEER/CONTACT INSIGHT ENGINEERING COMPANY P.O. BOX 1478 EVERETT, WA 98206 CONTACT. • BRIAN R. KALAB, P.E. PH: (425) 303-9363 EMAIL: INFO@INSI GHTENGI NEERING. NET SURVEYOR GREENE LAND SURVEYNG 7408 1647H ST SW LYNNWOOD WA 98087 PH: (206) 498-0979 APPLICANT/ OWNER BELMONT AULCK PH: (206) 571-7777 LEGAL DESCRIPTION LOT 3 OF CITY OF EDMONDS SHORT PLAT NO. S-6-79, AS RECORDED UNDER RECORDING NO. 7905090293, RECORDS OF SNOHOMISH COUNTY AUDITOR. SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. CITY OF EDMONDS APPROVED FOR CONSTR UCTION FOR: PUBLIC WORKS DIRECTOR DATE INSIGHT ENGINEERING CO. P.O, BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@INSIGHTENGINEERING.NET SITE ADDRESS: 7901 240TH ST SW EDMONDS, WA 98026 TAX ACCOUNT NO.'S: 00452000400800 R E S U B Oct 05 2022 CITY OF NE 114, SE 114, SEC.31, T,27N., RE4&p � TT ICES QUANTUM HOMES 9WG FILENAME DESIGNED BY.• DATE: I SCALE. JOB NO.: 180945.DWG 1 SPC 06-09-2022 1 "=20' 18-0945 SHEET GRADING AND SWPP NOTES AND DETAILS C1.1 NE 114, SE 114, SEC,319 T.27N., R.4E., W.M. SNOHOMISH COUNTY, WA SHINGTON ACCEPTABLE TIGHTLINE MATERIAL: SDR 35 SCH 40 N-12 F810 HANCOR A minimum of 3' separation is required between the dry utilities (power, gas, phone, cable, etc.) and sewer, water, and storm and 5' from any City main lines. MARK MELINE FND 112" PIPE HELD FND 1/2" REBAR W/CAP W 0.40' OF - - N 88'31 ' 13" W 127.00' CALC. CORNER }� RIP -RAP 127' 0 I i�--�------_----- 1E=34.Q - x CO fI " 1E=353.0 -- - ------- - - - - -- I Zo - 352- - _ = rl _ -OSED RE IDENCE I V 1 CONNECT FOOTING DR41N AND ROOF 7 DRAIN SEPARATELY TO STORM END BLOCK " `j ' `r oSBL JE=343.60 o WALL li :� ' s ROOF 20 18" � - OVERHANG r' 1 u, u, ' iL 4" PVC ROOF DRAIN (TYP.) I I 111 O 5D' M349.27 SSCO CARL COOK CARL COOK I I 6" PVC 1.5� 1 VC @ 10% RI 125' 1E AT HOUSE =345 7 I I (0+00)-, I I- _ !E 345.21 (6'PVC , 11 lE•352.78(1) I 1E: 345.21 (67PVC OUT, SE) I , i I I�NNECT SEWER TO EXISTING CLEAN OUT. REMOVE OLD PIPE. Coy ' 1E=345.21 ' ' 127' IE=345' 0 R I 4LF 6" SS S=0.0207 FT/FT 177' T-3¢3.00 15' UTILITY SSCO#3, - ' RIM: 349.23 EASEMENT IE: 345.13 (6" PVC 7n NW) a I I I I CO IE: 345.13 (6 "PVC OUT, S) IE=343.00 I I CONNECT F0077NG AND ROOF DRAIN PROP;OS D RESI�ENC 1 18" ROOF i , PARCEL 27 'SEPARATELY TO STORM ' J OVERHANG I ALEA LIE=341.84 J i I YD a NTR I o� 1 "' a r t 1 I `� I CO RIM: 345.85 1E=342.50 I IE: 341.80 6" 1N CO I IE: 341.75 6" OUT I ' 15LF 6" PVC @ 20% r E=353.00�� 6" PVC 2% ' ONNECT SEWER TO EXIS77NG PIPE STUB AT MAIN 1r< t 1 1E. AT HO E=344.40 I I AND ADD CLEAN! OUT. REMOVE OLD PIPE. z `S, I I $ ' 21 L 6" SD @ 13.737. IE=343.90 cB#I, TYPE 1 20' I o I YD PER FINAL SHORT R1M:353.38 -ACCESS ti Iy I n _ _ _ - 1(P+82) RIM: 346.42 PLAT DOCUMENTS IE: 349.83 (6" 1N, NE) ' SEMEN ' o - IE:344.78(W) ` : 338.89 6" 1N ' IE: 349.83 (6" IN, SE) PERK FILTER: _ IE: 338.87 6" OUT STORMWATER r 4 -18" CARTRIGE ' . IE: 348.63 (12" OUT, E) r � ! =34300 + ; i INFILTRATION SYS MANAGEMENT Lo a , z 1E. 347.06 12" IN,'W 0 25x3 ' EEP EASEMENT IS 0 0 °D ` ' !E: 345.26 12" OUT E i I ' _ 00- 20'X30'. - - - 0 0 1 7 BOTTOM=320.00 o u; FIRE APPARATUS YD �; 1 7 ; o o W) TURN -AROUND , r, r YD VER rn �\ , RIM: 350.70 z' I o RIM: 346.49 IE: 343.70 5" IN S I -CO w c`"» o IE: 335.511 6" OUT ' _ r i i �a IE: 335.20 6" 1N 14�'• m IE: 339 40 6" OUT 1,2 SCALE: V = 20' 20 10 0 20 40 If the rim to invert elevation exceeds 5-feet then a type II manhole will be required. A minimum of 2' of cover is required for all pipes located under driveable surfaces and 1' of cover under landscape areas. FOOTING DRAIN CONNECTION SHALL OCCUR A MINIMUM OF 10' FROM THE STRUCTURE. r I" V AU- oil- !Tc t M P�2v.le M ErtrS I (/1 \ I OVERHANGCONNECT FOOTING AN R OF DRAINdr- f( ' SEPARATELY TO STORM -Fi+ 14-- o h 9LF 6" SD @ J20Q% , i IE=341.84 E= 53.00 ' ROPOSE1 SIDENC ' ; wooD FENCE MAXIMUM DRIVEWAY SLOPE x a 20.0' co ' �, ON PROPERTY LINE ALLOWED 14% c d i Q i �i � I AND ENCROACHES 0.2' 1E=342.50 ALL SURFACE WATER RUNOFF FROM THE DRIVEWAY SHALL BE DIRECTED (I.E. SLOPE, CURBING, BERM, ETC.) TO THE ONSITE WATER QUALITY SYSTEM INSTALLED WITH THE SHORT PLAT. 1" WATER METER 1 Know what's below. Call before you dig. UTIMYCONFLICTNOTB.- CAUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I 1 SEWER ' I ' LV dTlu 1y -tAgnEtt4 o L0 ' ' L - CLEANOUT ' °' ' 0.2' �I REQUIRED ' ( LL ' I 18.5' 1 ° 1 6 PVC 0 2X f WITHIN 2' OF N ry, 8LF 6" PVC @ 31.17%(7BR) G IE AT�HOi�� 342.3611 THE , I I PARCEL 27043100403400 I STRUCTURE. I GREGORY & MARY ANNE °I41 I I I G 424 JOHNSON - 3 00 !E ' ' ONNECT TO EkIS7ING SEWER CLEAN OUT 20.0 ACCESS AND UTILITY EN - CO - I - in i , I , I - - - - - - - , - - _ (0+95) rt - `- I IE=341.84 - - 12, SSCa47.99 n_, IE=353.00 ^ lE344.47(7`BR i l RIM: I27' !E: 341.84 (6'PVC 1N, W) o I I 127 r I ti r z CO IE=353.00 I ^' P , CO `� W 8011L "' S c� � OVERHANG 1E= R' `+' 90 o � 68LF 6" SD @ 1.89% ' �� xr PARCEL 27043100401400 x a ° 19' 1► PR QSED RESIDENCE ' ' DEBORAH KING i CONNECT FOOTING AND ROOF DRAIN \ ` G 1 ' I ' LOT 1 i 15' UTILITY SEPARATELY TO STORM 1 6� 1 I TOP OF BANK ` i' EASEMENT lE=343.10 YD CO I ' RIM: 346.48 fE=353.00 i I i ' ' IE: 343.16 6" IN °j IE: 342.99 6" OUT JRAIN ' I 6" PVC 0 2% 2 5SWARIA TD _: I I , I IE AT HOWE=340.80 ' ' ONNECT SEWER 7O EXISTING PIPE STUB AT TO YARD RAN MAIN AND ADD CLEAN OUT REMOVE OLD PIPE. l 1/2" POLY LINE (TYP.) - _- = s _ _. C.O. (TYP,) IE,340.50 CL YD \_ W/ GRATED LID _ (0+34) ' IE:349.63(W) CO - --IE=344.70 'I 21R1M=35J.75 I Q, U) 52.25 �, LANDSCAPE ' r ° ` RETAINING, WALL CB RIM = 363.28' ` I.E. W. 12" = 361.64' rr CONC. ENCROACHES c- 1.E. S.E. 12" = 361.57' ' 3: +r 127' ' 14, z RIM: 351.39 0 ® ! Q a IE 339.66 (6'PVC In N) - - - ' 127.00' �l E 339.66 (6 PVC OUT, S) ND J/2" REBAR ` `� ' Q 28LF 6" PVC S=0.0602 FT/FT // FOUND 5 8" REBAR - / , // /.. / �// /.// // W/WE! CAP HELD POSITION BENT OVER W! 1.0' ' �` APPROX. LOCAR + OF 8" DI WATER MAIN SQ 240THS S T - - 6 r EX. C/L 0 RD - IE 337.98 G G r S N 88°35'O1 " W 513.28' CALC. s sp34'17" E _ G G TBM CB RIM = 357.39' - SMH RIM = 348.80' I.E. N.W. 12" = 355.91 ' SIDE SEWER CONNECTION C8 RIM = 348.82' I.E. W. 8" = 337.36' I.E. E 12" = 355.15' TO MAIN SHALL 8E MADE I.E. E. 8" = 337.38' VIA WYE CONNECTION, CONNECTION SHALL BE A MIN 6' FROM THE SEWER MANHOLE. QUANTU�I�B,I"� S PROVIDED ON CIVILS; HOWEVER DRAINAGE REPORT SUPERCEDES ALLOWED IMPERVIOUS SURFACE CALCULATIONS. ALLOWED k LOT # IMPERVIOUS PER PROPOSED SHORTPLAT WERVIOUS 1 3,150 SF 2,856 SF 2 3,150 SF 2,670 SF 3 3,150 SF 2,926 SF 4 3,150 SF 2,754 SF TOTAL 12,600 SF 11,206 SF LEGEND + EXISTING MONUMENT (AS SHOWN) [: q SECTION 1/4 CORNER NOT FOUND SECTION CORNER NOT FOUND FOUND REBAR/CAP OR I.P. (IRON PIPE) (C) CALCULATED (P) PLAT (M) MEASURED TBR TO BE REMOVED ?.'0.IN. RIGHT-OF-WAY P.O.B. POINT OF BEGINNING CENTERLINE CLF CHAIN LINK FENCE %VOT WOOD FENCE ffS. WATER SURFACE FOP EDGE OF PAVEMENT BOW BACK OF WALK (] B STORM DRAIN CATCH BASIN (CB) O SD STORM DRAIN MANHOLE (SDMH) 0 5.5 SANITARY SEWER MANHOLE (SSMH) 000 SANITARY SEWER CLEAN OUT (CO) _�l-P POWER POLE _07P GUY POLE 0 WM WATER METER D4 WATER VALVE WV u r✓B MAILBOX UTILITY POLE ANCHOR FIRE HYDRANT (2 NOZZLE) TYPE I NGPA SIGN PROPOSED WATER PROPOSED SANITARY SEWER PROPOSED STORM DRAINAGE PROPERTY LINE X X EXISTING FENCE LINE EDGE OF PAVEMENT - - - - - - XXX EXISTING CONTOURS PROPOSED CONTOURS PRE-EXISTING DRAINAGE PATTERN T PROPOSED COMMUNICATION C PROPOSED CABLE P PROPOSED POWER SS SANITARY SEWER LINE SD STORM DRAIN LINE OH P OVERHEAD UTILITY LINES G GAS LINE 12,600 + 6,690 (SHARED ACCESS) = 19,290SF (SP CIVIL PLAN TOTALS) 11,206 + 6,690 = 17,896SF (SFR PLAN TOTALS) DRAINAGE REPORT ALLOWED FOR = 18,813SF (APPROVED DRAINAGE REPORT) ENGINEERING DIVISION APPROVED AS NOTED 11 /14/2022