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APPROVED PLN_ENG STM BLD2020-1146+Civil_Plan+10.25.2020_11.30.07_AMLEGAL DESCRIPTION LOT 11 OF BEL-A/RE DIVISION B, ACCORDING TO THE PLAT RECORDED IN VOLUME 20 OF PLATS AT PAGE 44, IN SNOHOMISH COUNTY, WASHINGTON, SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. HORIZONTAL DATUM NAD 8312011 VERTICAL DATUM NA VD 88 BENCH MARK SNOHOMISH COUNTY BENCHMARK NO. SC32 FOUND CONCRETE MONUMENT IN CASE W/ 2" BRASS DISC W/ PUNCH AT THE INTERSECTION OF 220TH STREET SW AND 92ND AVENUE W. ELEVATION = 411.22' SNOHOMISH COUNTY BENCHMARK NO. SC 33 FOUND CONCRETE MONUMENT IN CASE W/ 2" BRASS DISC W/ PUNCH ON THE CENTERLINE OF 100TH AVENUE W. AT THE SOUTHEASTERLY CORNER OF EDMONDS MEMORIAL CEMETERY. ELEVATION = 312.05' LOT COVERAGE LOT AREA (NET): 6,794 SF ALLOWABLE COVERAGE (359') 2, 378 SF HOUSE, COVERED DECK & GARAGE 1, 980 SF PERCENT COVERAGE 29.149 BUILDING HEIGHT CALCULATIONS (AOG) SPOT ELEVATIONS FOR HEIGHT CALCULATIONS: ELEVA TION A: 283.80 ELEVA TION B. 281.75 ELEVA TION C. 286.28 ELEVA TION D. 286.85 TOTAL: = 1138.68 AVERAGE ORIGINAL GRADE (AOG) = 284.67 FINISHED FLOOR = 285.20 ROOF AT RIDGE = 308.16 ALLOWABLE BUILDING HEIGHT = 309.67 PER CITY OF EDMONDS (284.67 + 25 FT) IMPERVIOUS AREAS - LOT 1 HOUSE+COVERED D/W, PATIO, PORCH, WALK 2, 234 SF (ROOF LINE) UNCOVERED PATIO AND WALK 200 SF UNCOVERED DRIVEWAY 1,960 SF Total �, 610 SF SHARED DRIVEWAY 1.150 SF LOT 2 TOTAL = 4,194 SF GRADING QUANTITIES CUT f 100 CU YDS FILL: f 100 CU YDS 1) GRADING QUANTITIES INCLUDE ADDITIONAL CUT AND FILL QUANTITIES POTENTIALLY NEEDED FOR ORGANIC SOIL AMENDMENTS IN ACCORDANCE WITH BMP T5.13 POST CONSTRUCTION SOILS QUALITY AND DEPTH. 2) GRADING QUANTITIES HAVE BEEN ESTIMATED AS SHOWN ABOVE. SITE IMPORT AND EXPORT IS BELOW 10,000 CY AND THUS NO HAUL ROUTE AGREEMENT IS REQUIRED. NOTES A. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. Right of work done with subdivision. 8L. TUC APPROVAL OF r4SE PI:A S DOES NOT mini bDE w PRO iw i 6F 7 E UTILITY NOTE 4LL NEW UTILITIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. CONSTRUCTION NOTE 4PPLICANT SHALL REPAIR/RELACE ALL DAMAGE TO UTILITIES OR FRONTAGE MPROVEMENTS IN CITY RIGHT -OF- WA Y PER CITY STANDARDS THA T IS CAUSED )R OCCURS DURING THE PERMITTED PROJECT. STORMWATER CONTROL SUMMARY PROJECT SI TE CA TEGORY CA TEGORY 2 DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) SW114, SEC 31, TWP 27N, ROE 4E, W.M. PURSER SHORT PLAT -LOT 1 S/TE DEVEL OPMENT PLAN L CL Co �� / l q N U) BREGANTE CARLOS SHORT PLAT IMPROVEMENTS I I CONSTRUCTED AS PART OF 1427 7th PL S, EDMONDS, I _ Ij_ THE PURSER SHORT PLAT WA 98020 I I Q0 I I SS- 14TH WA Y SW / t* // �"� // (PLN20190040) PARCEL N0. - // OOJ90000001200 1T SCHAFFER COLLEEN & MICHAEL / cl�� sS 727 15th ST SW, EDMONDS, O CONNECT TO WA 98020 STORM STUB / PARCEL NO. / / / ��100\�NPi IE 276.5E I / 00390000001000 / / , ii i� �� .4" PVC MAXIMUM DRIVEWAY SLOPE / / �/ \\\ ROOF DRAIN ALLOWED 14% I I o © 1.07 MIN / I \ N`SS2>> 15' ACCESS AND I I III ,� / � iy UTILITY EASEMENT 'Ile,' ��` FOR THE BENEFIT o II Stub OF LOTS 1 & 2. i d=2127'16"� Sz�>_ \ I I J II �/ / /sDco �� I I IIC 1" WA TER,SERV/CE_IIQ�'�ALLED AS R68.73%/ o� B� �p �� / _ PART OF SHORT PLAT.-63.18'' 6 (lE �' ���/ I 3� III I I Af �NSTAIp-Y' WATER METER AND l Q \ ,'2 �� ��;\� ---- i i 1%2 PE (160 PSI) SERVICE LINE / �� / N� FROM WATER METER TO HO05E / / // nnQ �i \ / "CONCRETE SNP DETAILS. (TRACER WITH WIRE TO BE , �y j �� I _ DRIVEWAY / i r II N II INSTALLED TH WATER LINE) / r, �i / �� N32 25 53' I I r j II C-j / o- // ✓ 15.14' III II= BSBL / CONC / '�----2�n- I / / I o " \ % ATIQ� COVERS /T L 3� /R ® R (TYP) PORCH GAR �� / / I o II ry /� 2.0 M/N �� / ti� / 7 FF 284.20 v N65 21 26 "W I I N II I I I I BALLARD DONALD & JULIANNE � , \ / 8E010 SF % 14.00 ----1 - -I I I � I 1435 8th AVE S EDMONDS, WA A 3SC0 i (NET-6, 7\ SF) // 5' JOINT UT/L/ TY \ I,�,I I \`� I r I I 98020 � R=25. 0' II ,� lE i PARCEL NO. 00393100000400 PROPOSED HOUSE EASEMENT = 4�\ SAD- - - jS[� l L=45.23 II 82.0jff MAIN FF 28&00 o \ CONNECTED;'TO o, I 13 ,1 -I \I \\\\\\\ l SEWER STUB o DRY UTILITIES I / I �_� I \ ® lE 276.0E COVERED I i I I I I 1 I PATIO �AR / S0S/ 1R0E' C7N/kLLNG TR01G0>C,a/bh ACCEPTABLE TIGHTLINE>70 1i I i I I I1i =o1_DRAIN DRY 4\ MATERIAL: GEOTEC - VC 10 I OMMWA) iI/ IITI11 FOO�Ro DRAIN ® 0 5' BSBL SCH 40 i �-I 1- 1. 07. MIN �O F810�HANCOR I � I Icy I II I I - c � � 2 oto I ASd= driveway removed Old 3(* u30' I under separate demo / I I I 1 ---- 1 S SS-294- i I I BARTH DANIEL WILSON SHAWN & PETERSON LINDSAY \ a'S'0 �\ \ \ 0 / �� ` I i `�\ III 1439 8th AVE S, EDMONDS, 728 15th ST SW, EDMONDS, WA \ \ \ $\ \\ \ // \\� ��� ®� III, D I I,I aI I I I PARCELWA 20 NO. 98020 \ \ \ \ �-28 S \ \\ \ i `� I I Io1 1 I 00393100000300 PARCEL N0. 00390000000200 \ i � \,, o\ !� ! 3? 1 �I\ I II I I I I IN, \ , �� \ � , � � �' III 2g0 ss\ � � % /7 �. \ you \� • I y-292' s\ () I " III I \ I \ i4838' 4"W I I Jill Is, 6. 73' (68�76' PLAT)I I I I Zone RS-6 Setbacks: Front Sides Rear / SVENSSON-STEFFY CYNTHIA & STEFFY SCOTT 1502 7th PL S, EDMONDS, WA 98020 PARCEL NO. 00745J00000100 Corner Y Flag N Required Actual 20' S= 21' / W= 20' ; 5' E= 5' / N= TYPE OF SQUARE STORM WATER Other AREA FOOTAGE FACILI TY LA WN AND LANDSCAPE 4,016 SF SOIL AMENDMENTS (BMP T5.13 25' 2 3.4 9' ROOFS 2,234 SF INFILTRATION TRENCH MEETING LID PERFORMANCE STD Height HARD SURFACES 1,960 SF INFIL TRA T/ON TRENCH MEETING LID PERFORMANCE STD 259 RETROFIT 0 SF N.A. FOUND CONCRETE MONUMENT TENT i I \ / i IN CASE W/ 2" BRASS DOME _ \ I /e/y �(W/ PUNCH WE O,t - T I _ SS DOWN 1.1 ' TOP BRASS DOME EL 292.05- 1 / �Jy0-SS--- / 7 SHA W ADRIAN C y0 740 15th ST SW, EDMONDS, WA 98020 \ h APPROVED BY PLANNING Feb 11 2021 RECEIVED Oct 29 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N CEDAR T Q - ePINE ST 2 Q BELLA COOLA RD ST e 220 S SW _ 2243H SS PUGET DOUND 226TH ST S 1- S,T `rp 228 T S S DEER D �3 ^ Q 2 N T SW WACHUSETT RD 34 ST SW VICINITY MAP NOT TO SCALE SCALE: 1" = 20' 0 10 20 40 PROJECT TEAM APPLICANT PURSER DEVELOPMENT SERVICES, LLC 520 3RD AVE N EDMONDS, WA 98020 (425) 531-0923 CONTACT: ROB PURSER CIVIL ENGINEER SURVEYOR NORTH PEAK ASSOCIATES, LLC 17270 WOODINVILLE REDMOND ROAD NE, STE 705 WOODINVILLE, WA 98072 (206) 601-4682 CONTACT' STEVEN C. BERG, PLS GEOTECHNICAL RAM ENGINEERING, INC. EARTH SOLUTIONS NW, LLC 16531 13TH AVE W, SUITE A 108 1805 136 TH PL NE, SUITE 201 L YNNWOOD, WA 98037 BELLEVUE, WA 98005 (425) 678-6960 PHONE: (425) 449-4704 CONTACT ROB L. LONG, PE CONTACT' HENRY WRIGHT, PE EMAIL: ROBL@f?AMENGINEERINGINC.COM EMAIL: HENRYW©ESNW.COM SITE DATA SITE ADDRESS: 735 15TH ST. SW EDMONDS, WA 98020 TAX PARCEL /D NUMBER: 00390000001100 TO TA SI TE AREA: 8,538 SF (0.20 AC) EXISTING ZONING: RS-6 (6,000 SF) PROPOSED LAND USE: SINGLE FAMILY RESIDENT/AL MAX BUILDING HEIGHT 25 FEET MAX LOT COVERAGE FOR STRUCTURES: 359' TOTAL LOT AREA AGENCIES/UTILITIES JURISDICTION CITY OF EDMONDS STORM WA TER CITY OF EDMONDS WATER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT SEWER DISTRICT CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE FRONTIER COMMUNICATIONS ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 GAS PSE CABLE COMCAST SHEET INDEX 1 SP-01 SITE DEVELOPMENT PLAN 2 TP-01 CLEARING, GRADING & TESC PLAN 3 GN-01 GENERAL NOTES & DETAILS COMPLIES WITH APPLICABLE CITY STORMWATER CODE • I Know whars below. Call before you dig. BLD2020-1146 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 12/22/2020 BY J ` �yG�� �A/ CITY NGINEERING DIVISION RAMI ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m ti 0 o� of WAS �O�l ISTEg��� IO>\reT . ENGINEER: Z T 15 ROB L. LONG, PE DRA WN BY.• MIKE MORRIS ISSUE DATE. • SCALE.• 10116120 AS NOTED JOB NO. 19-014 SHEET SP-01 SHT / OF 3 SW1/4, SEC 31, TWP 27N, RGE 4E, W.M. / /// / / ►► ► MH I RIM=289.57- / CQ5 /// / II / 87E(IN E.) (OU N.) PVC ' I -PP - - - - - - / II / CTR. CHAN. =2 0.1 E. RIM I = CB TYPE 1 RIM=288.48 12'7E(N) RCP=283.4 iI 12'7E(S) RCP=283.5 -14TH WAY SW PROPOSED C8- / PROTECPON (TYP) PP�� / LOT 12 I CB TYPE 1 CLEARING R1M=289.60 / / %�, ���� •�`\�ppi N / LIMITS (TYP) BEL A/RE / DIVISION B 8'7E(N) RCP=287.7 VOL. 20 PG, 44 I �o ` I I 0 � \ �,,, ,c w N I �, I IIII ��-''�3� --ry ti I 1 III II CB TYPE 2 / ONp / �'' / , \�l FG 1.7 RIM280.24 i I I I I I IIo= _/ ► I i l N � � I 12'7E(NE) RCP= 274.8 75' IIII 127E(SE) RCP= 2.0 12'7E(SW) RCP= 27� i ONp l 2� `L� ' \ �,J -284 D „ CONCRETE i r I i \ EX/S71NG / DRIVEWAY t X� 1 �I / III II PP l i CL TREE TO BE 284.2 41 I I II= I REMOVED FG V ` FG L---286� I , / / �� I IIII (TYP) �. , / GARAGE 284.2 42 "FIR III IIII I �� / , i 7 / FF 284.20 086 ' 1 ► r �'0104SF FG---------! - III III 1-'1 0�++jr \ �= �' l I i TOP 287 5D- - - - - / I PROPOSED PROPOSED HOUSE TOE 284 3 STOCKPILE I MAIN FF 285.00 E �; 0 \ AREACONC / - - (3HG� MAX) LOCK WALL ' // I III CB TYPE SOLID LID l\ \ � � ` 1 ► I I I I R/M=278.41 .SS / \ i ; " I I I = I 6'7E(S)=277.0-5 / \ \ '�S`----� \ E / TOP 287 I °j 1 O TOE 284 3 i I 1 I I - - G - - _ �»MAD , 3I FlL TER FABRIC -/ � I ► I I IIII I - FENCE (TYP)SS \ 6 "CON L �' ORANGE PROTECTIVE BARRIER , III II FENCING SHALL BE PLACED 2 ► III AROUND INFIL TRAT70N TRENCH j II0 I AFTER INSTALLATION. FENCE TO `� BE REMOVED 0 COMPLETION OF r.R TYPF .SnI /n IIn �_ I \ HOUSE CONSTRUCTION RIM=279.00 6'7E(N&E)=277.0 RIM=280.77 87E(IN SW, E.)(OUT N.) PVC CTR. CHAN. =273.4 E. RIM 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 0 I N 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 -I FABRIC (V col `BURY BOTTOM OF FILTER `� MATERIAL 8" TO 12" \ .'\ 6- \C \3 'FIR SCALE. 1" = 20' 0 10 20 40 CONSTRUCTION SEQUENCE 1. SCHEDULE A PRE -CONSTRUCTION MEETING W/TH CITY ENGINEERING DIVISION AT MYBUILDINGPERMIT.COM. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. J. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE /N 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. 6. DEMOLISH EXISTING STRUCTURES (UNDER SEPARATE PERMIT). 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES 8. 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) 9. INSTALL UTIL177ES AND OTHER SITE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETA TION OF ENTIRE SITE. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGET47I0N. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. �\ \� \\ \ �s \SS \��' _ /11 �\ 20�R I ,- I K �T-� OWNER/CONTRACTOR IS RESPONSIBLE FOR _ . -294 I' Aft ` I EROSION CONTROL AND DRAINAGE NOTES: 1. CONTRACTOR/DEVELOPERR 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 `St• 181 1 REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE AUGUST 2017 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R - 9 00 TING \ EES TO `-, FIR \\ I � /REMAIN (TYp) .\ x JEC ► 9 /x \X / I/ T ) IIII I I CB TYPE 1 \ \ i 9p��ss \ \�-/ / I I I RIM=295.22 2 127E(N) RCP=290.2 EXISTING - 12'7E(S) RCP=291.4 FIRE P �\ \ � �G- ��I I I 127E(E) RCP=290.4 HYDRANT \ \ o'y0 'ss I J, 1 � \ �. SD - SSA° Fyn . CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (TYP) 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. TEMF'ORAIRY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE AUGUST 2017 STANDARD DETAIL ER-902 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 DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13. Option (Choose one) Turf (grass or lawn) Areas Planting Bed Areas 1 - Compost -Amend existing soils (See en 1. Ensure that there is at least 6 inches (in) of existing soil in the 1. Ensure that there is at least 5 in of existing soil in the disturbed area urn 1 for turf and FigFigure disturbed area (if not add topsoil). (if not add topsoil). 2 for planting 2• Place 1 1/2to 1 3/4 in of compost on top of existing soil. 'Fill or 2. Place 3 in of compost on top of existing soil. Till or otherwise mix beds) otherwise mix the compost into the top 6 inches of existing soil such the compost into the top 6 inches existing soil such that the depth that the depth right after mixing is about 9.5 in (mixing will entrain air right after mixing is about 9.5 in (mixing will entrain air into the into the mixture and make it fluffy). It may be necessary to loosen mixture make it fluffy). It may be necessary to loosen (scarify) (scarify) existing soil to facilitate this mixing. existing soil to facilitate this mixing. 3. Water or roll to slightly compact to the 9.5 inch compost -amended 3. Water or roll to slightly compact to the 9.5 inch compost -amended soil layer to approximately 8 inches. soil layer to approximately 8 inches. 4. Rake to smooth and remove surface woody debris and rocks larger 4. R.ake to smooth and remove surface rocks larger than 2 inch in than 1 inch in diameter (if any). diameter (if any) 5. Mulch planting beds with 2 to 4 inches of organic mulch (i.e., For 100 square feet of turf area: A 1 1/2 to 1 3/4 inch lift requires •-14 cubic arborist wood chips, leaves, bark) - Recommended not required. feet or - �/2 cubic yard of compost. For 100 square feet of planting bed area: A 3 inch lift requires 25 cubic feet or •-1 cubic yard of compost. 2 - Import 1, Place a 3 inch thick layer of a topsoil/compost mixture that contains 1. Place a 3 inch thick layer of a topsoil/compost mixture that contains Topsoil/Compost Mix 4% to 5% organic matter (typically 25-35% compost by volume - the approximately 10% organic matter (typically 40% compost by balance shall be sand and or sandy loam soil). volume) - the balance shall be sand and or sandy loam soil). 2. Till or otherwise mix into the top 2 inches of existing soil. It may be 2. Till or otherwise mix into the top 2 inches of existing soil. It may be necessary to loosen (scarify) existing soil to facilitate this mixing. necessary to loosen (scarify) existing soil to facilitate this mixing. 3. Place a second lift of 3 inches of the topsoil/compost mixture on the 3. Place a second lift of 3 inches of the topsoil/compost mixture on the surface. surface. 4. Water or roll to slightly compact. 4. Rake to smooth and remove surface rocks larger than 2 inch in 5. Rake to smooth and remove surface woody debris and rocks larger diameter (if any) than 1 inch in diameter (if any). 5. Mulch planting beds with 1 to 2 inches of organic mulch (i.e., leaves, bark) - Recommended not required. For 100 square feet of turf area: each 3 inch lift will require 25 cubic feet (-1 cubic yard) of the topsoil/compost mix. This mix will have For 100 square feet of planting bed area: the each 3 inch lift will require approximately 30% compost by volume (0.3 cubic yards, - S.1 cubic feet) 25 cubic feet (-1 cubic yard) of the topsoil/compost mix. This mix will and 70 % topsoil by volume (0.7 cubic yards, -19 cubic feet). have approximately 40% compost by volume (0.4 cubic yards, - I I cubic feet) and 60 % topsoil by volume (0.6 cubic yards, •-16 cubic feet). COMPOST -AMENDED SOILS REQUIREMENT FOR TURF AND PLANTING BED AREAS RECEIVED Oct 29 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Know whats below. Gall before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DA7E. BY CITY ENGINEERING DIVISION RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE Al08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM 0 LU at Z J 4 V W Z ' ww 2 W V m 0 U W 0 0 16 of wAS4V, d 38508 Aq ISTEg��/ IO>\reT . CA °a O W 4. ENGINEER. ROB L. LONG, PE DRAWN BY - MIKE MORRIS ISSUE DATE.SCALE.• 10116120 AS NOTED JOB NO. 19-014 SHEET.• TP-01 SHT 2 OF 3 RESIDENCE CLEANOUT (MAX) (n'P) z TJ F w 0 CLEANOUT a WITH 45' BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 2" f r-FINISHED GRADE WATER TIGHT CAP 45' RISER r- 45' 4" OR 6" SIDE: SEWER GENERAL CLE=ANOUT DETAIL �- `12" LOCKING COVER 3 F SEE NOTE 3 � 0 � LEVELING COLLAR j wo w SEE NOTE 4 a Lg ASPHALT SURFACE 1 1 12" f "-1 FOOT LONG 12" PVC SLEEVE 6" RISER EIND OF PIPE GRIPPER PLUG (CHERNE 270261 OR APPROVED EQUAL) TYPICAL CLEANOUT UNDER ,ASPHALT OR CONCRETE Z Q w co F z _ _ w CC Ld W CL 0 12"' LOCKING COVER c� 3 SEE NOTE LLJ o END OF PIPER GRIPPER PLUG <� Df (CHERNE 27061 OR APPROVED Cr [L 5 J EQIJAL) LEVELING COLLAR - SEE NOTE 4 12" PVC SLEEVE J 6" RISER 6" W END AND � 45' BEN /­ 6" CITY STUB 4" OR 13" J - SIDE SEWER CLEANOUT DE=TAIL AT PROPERTY LINE CITY EASEMENT NOTES_ 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS PRODUCT #00366102 STAR PIPE COSP48I_ OR APPROVED EQUAL. 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: • IN ROADWAYS PER COE STD DWG GU-424 • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR CITY OF EDMONDS SEWER CLEANOUT DETAILS PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH REVISION DATE DECEMBER 2017 STANDARD DETAIL SS-200 SW1/4, SEC 31, TWP 27N, ROE 4E, W.M. 6" MIN DEPTH SET DEPTH AS REQD FOR POSITIVE finerfabAcl� FLOW FROM WALL/HOUSE FOOTING DRAIN ii_ - omVacled backfill fi f f aa9a ap, 247 o e d 0 QaQa94Qgvoa on Q °aoQ�a � 4 a SECTION A NTS 4' rigid or 6" flexible perforated pipe washed rock 1 1IT-314' RETAINING WALL / FOOTING DRAIN DRYWELL TRENCH NOT TO SCALE TESC NOTES 1. ESC MINIMUM 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 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, 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 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). J. 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. 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 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 MINIMUM 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]. 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 269-2 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 IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF 'AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (I.E. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWA TER FACILITIES MUST BE CONSTRUCTED AND /N 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. 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 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 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 UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 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 INSTALLA TION. RECEIVED Oct 29 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I Know what's below. Call before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY CITY ENGINEERING DIVISION RAM ENGINEERING, INC. Civil Engineering / Land Planning Z O rX 16531 13TH AVE W, SUITE Al08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m O Q. U W 0 ti O 1 gT L . of WAS �O�l d O �, 36508 W \ISTEg��� IOnreT . lallj a Q 0 W O ENGINEER. ROB L. LONG, PE DRA WN BY.• MIKE MORRIS ISSUE DATE.- SCALE.• 10116120 AS NOTED JOB NO. 19-014 SHEET.• GN-01 SHT 3 OF 3