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APPROVED PLN STM RESUB4 BLD2021-0235+Civil_Plan+1.15.2022_1.31.15_PM+2623323U n 0 ry w 0 z 0 J m co 0 0 / 0 0 Q 0 U) CD E E w U Q J n Ln Ln CV ON MAILBOX 1 1 I � 1 � I 1 1 1 1 LD I 1 1 NW 1/4, SEC. 32, T. 27 N., R. 4 E., W.M. �N I U b'tz K�1VIUVtU ( I Yr) 'OVV — �N83010 08 E / �r � _ o — ov 8,468 SF = 0.19 ACRE) _' I oTBM=3 4.79 Oak STOCK PILE/ INSTALL SILT FENCE (TYP) INSTALL PLASTIC COVER � TB =2 5.47' PER DETAIL ON SHEET C2 PER DETAIL ON SHEET C2 SOIL AMENDMENT AREA o �� SEE NOTE 2 CABLE TELEPHO U _ ' 1 O co N I V I 1 FH 1 D OWNER/CONTRACTOR IS RESPONSIBLE FOR r� FRORIC)N r.nNTRnI ANn nRAINAC-.F a � , NOTES: 1. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS. CONTRACTOR IS RESPONSIBLE TO MAINTAIN, REVISE AND / OR ADJUST ESC MEASURES AS NEEDED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT STABILIZATION IS IMPLEMENTED. 2. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T5.13. SEE DETAIL ON SHEET C2 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. OVER -EXCAVATE NOTE: 1. THIS AREA WILL REQUIRES AN OVER -EXCAVATE AND OBTAIN WRITTEN GEOTECHNICAL APPROVAL OF SUB -GRADE CONDITION PRIOR TO PLACING ANY ROCK FOR INFILTRATION SYSTEM / PERVIOUS PAVEMENT AREAS. ENGINEERING DIVISION APPROVED AS NOTED 02/03/2022 COMPLIES WITH APPLICABLE CITY STORMWATER CODE i o I x/ I/ a � Ox x/ I a x APPROVED BYJ PLANNING �l xi Jan 24 2022 Know what's below. Call before you dig. REFERENCE SHEET NO. C1 0 W sk SHEET 1 OF 5 SHEETS z IL J U w d 42815 4 ljo4s I�ISTS �SIONAL t Ln C r6 a--� 7 r_ O U 0) C L 0) r_ LU > U O � z� ,I 41 M o LL W2 -�'aN > O N r6 o o�� l L1� J Ln (n F- ,--i LU N o z z LU Q a o z CO U) qz N OC . O z m 00 co co T � m z o Y z W O 0 U a z O a U LU 0 z 0 Ln LU Of BLD2021-0235 I m HORIZONTAL GRAPHIC SCALE 10 5 0 5 10 0 1 inch = 10 ft. p z R SUB Ja 16 2022 CIT OF EDMONDS EVEL 'ENT SERVICES PARTMENT U O w U z 0 W m cn 71 0 O / O O Q 0 O W C� Q W LL F LU Ln N O 0 w 0 J 0 25' MIN RADIUS QUARRY SPALLS 2-4" MIN DIA 12" MIN DEPTH 15' MIN PROVIDE FULL WIDTH OF INGRESS/EGRESS DETAIL NOTES: THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY 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* C 1/4 ACRE 30 C 1 ACRE 50 [ 3 ACRE 100 7 3 ACRE 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL LENGTH TO BE DETERMINED BY crrr INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE ' 'CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 A u� ENTRANCE T`" PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs f g APPROVED BY: R. ENGLISH E R - 9 01 UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 2" ORGANIC MULCH 3" OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF B") UNDISTURBED PLANTS (SEE NOTE 1) UNDISTURBED TURF (LAWN) AREAS (SEE NOTE 1) 0" 01WIM0 OPTION 1 — NO DISTURBANCE PLANTING BEDS TURF (LAWN) AREAS 8" UNDISTURBED TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL GRASS: SEED OR SOD 1,75" OF COMPOST INCORPORATED NTO 6,25" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8"] SUBSOIL SCARIFIED 4" BELOW L> �� C '' -1, SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER I. �� -` COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE)r 't (12" BELOW SOIL SURFACE) r\ ! i 12„ OPTION 2 — AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE 2" ORGANIC j/ f j��� GRASS: SEED SHALL BE FENCED AND EXISTING VEGETATIONANDFROSOIL HALL E MULCH �� fg_ SOD ROD - - - - _OR IMPACTS. 6" IMPORTED I I 6" IMPORTED 2. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO TOPSOIL MIX -_- TOPSOIL MIX FULLY SATURATE WITHOUT (COMPACTED -_ - (COMPACTED CAUSING EROSION. DEPTH) i ll F91 1-Ill DEPTH) ��. —I 1= �' 3. COMPOST SHALL MEET SPEC. I- )I CL J- . 11 � _I' L =,1�: IJ- II REQUIREMENTS IN THE 2017 EDMONDS STORMWATER SUBSOIL IS I- �T P J I._- SUBSOIL 15 ADDENDUM CHECKLIST 7 { ) SCARIFIED 6" ',j i¢ SCARIFIED 6 BELOW IMPOTOPSOIL l W/i.L BELOW IMPORTEMIXOF 4. COMPACTION OF TOPSOIL (WHERE MIX/� / 12"� ~. f E, REQUIREM}AXMUMTO E TO $DEN517Yx) ,` —TOPSOIL THE DRY OPTION 3 — IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). me__ ... at. 18g� REVISION DATE CITY OF EDMONDS POST CONSTRUCTION SOIL DECEMBER 2017 QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: S D- 6 4 2 z W m w m m m 2- x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL i 8" FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS n NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE % CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS -_ PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY; R. ENGLISH E R- 9 0 0 STAPLE TOP TIE SELF-LOCKING TIE - NYLON 616 (MIN. GRADE), r 50# MIN. TENSILE STRENGTH, UV STABILIZED 2x2 WOOD POST FENCING MATERIAL HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE MESH, AND SHALL BE UV RESISTANT, ORANGE COLOR 1'- 0" MIN. (DEEPER FOR UNSTABLE SOIL) FENCING MATERIAL STEEL T-BAR POST _ SELF-LOCKING TIE - NYLON 6/6 (MIN. GRADE), 50# MIN. TENSILE STRENGTH, UV STABILIZED ENVIRONMENTALLY 2'- 0" SENSITIVE AREA (DESIRABLE) BOUNDARY TYPICAL SECTION 2x2 WOOD OR STEEL T-BAR POST 6' - 0" MAX. Anchor in 6" x 6" min. trench and staple at 12" intervals .'k.. ..�:fNS'� -'S'• }t.y,, �.L tel: Min. 2" Overlap Min. 6" overlap Staple overlaps max. 5" spacing I I I I I I i i Bring material down to a level area, turn the end under 4" and staple at 12" intervals Notes: 1. Slope surface shall be smooth before placement for proper soil contact. 2. Stapling pattern as per manufacturer's recommendations. 3. Do not stretch blankets/mattings tight - allow the rolls to mold to any irregularities. 4. For slopes less than 3H:1V, rolls may be placed in horizontal strips. 5. If there is a berrn at the top of the slope, anchor upslope of the berm. 6. Lime, fertilize, and seed before installation. Planting of shrubs, trees, etc. should occur after installation. NOT TO SCALE Figure II-4.1.4 Slope Installation DEPARTMENT OF Revised June2015 ECOLOGYPlease see http.-I)WwW.ecy.wa.govlcopyright.html for copyright notice including permissions, State of VVashington limitation of liability, and disclaimer. .���.Ilr rr rr�rr rr rr rr rr rr rr rr rr rr rr r�rr rr rr rr tart rr rrr r rr rr rr IH r rr rr rr 11r rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr SM Hl rr rr Hl rr rr rr 0 rr r . rr rr rr I1r rr rr rr MESS rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr H1,rr rr rr r rr rr rr IH rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr HI rr rr rr r .��H rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rr rrr .���rr�rr�rr rr rr rr�rrta rr rr rr�rr�rr �r�l,rr��r r�����IIIIIIIIIei���������������rmmwr.����Hk mom■ 14 111 AMA iIs) I NOTE 1. Post shall have sufficient strength and durability to support the fence through the life of the project. ELEVATION FENCE ON SLOPE STATE OF WASHINGTON dd�ba REGISTERED REGISTERED ^� LANDSCAPE ARCHITECT v MARK W. MAURER CERTIFICATE NO. 000598 NOM. TMSP WSNOTALEGALENGINEERINGDOC MENTBUTAN EIECTRONIODUPI/GTE. THE ORIGINAL, SIGNED BYTNE ENGINEER ANB APPROVED FOR PUBUGTION, ISMEPT ON NlEATTHE WASHINGTON STATE DEPART- MENTOFTRANSPORTATION ALOPYMAVBE OBTAINED UPON REQUEST. HIGH VISIBILITY FENCE STANDARD PLAN 1-10.10-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakotich N 08-11-09 STATE DESIGN ENGINEER DATE Washington State Department of Transportation ffir t =0 St. 189 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN ENGINEERING DIVISION APPROVED AS NOTED 02/03/2022 GRATE FILTER SOCK WITH / O/��V'yyER FLOW HOLES (TYpp) 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. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 REFERENCE SHEET SHEET NO. 2 C2 OF 5 SHEETS who J m�ow°° VJ — UJ W Z I Q �Nz 0 U 1 cv N M W w W SH� a 42E315 A 4-1 c U) 0 U 0) c �L 0) C W i U �✓ zru00 O ,I 4 N "� tD ¢ L L 4-' °' Q N 0 U kDD 1%,,-0 �� J Ln (n I- rl LLI N H- o z z LU Q Q o z z U (V 0 O O Z m T m m O LU LU m LU Z Z U Z 3: LU U U � Z O_ H- O_ U L7 W Z O LU DETAIL ER-902 Lu Q 0 O Z R SUB Ja 16 2022 CIT OF EDMONDS EVEL MENT SERVICES PARTMENT 0 T J E 0 Z 0 a r7 V) 0 r` w CD z 0 m 0 / 0 0 Q 0 0 F- W v Q J uO r` LO N 0 r` 00 / 0 / m C w ' 3�0 --- 1 MAILBOX 1 � � 1 G � 0 EX. GAS LINE 1 0 � � 1 G /M=30A 1111 IE=302. 1 3 MAILBOX I I , I 2� 20 ROVE ' 1 I I I i I m O D CD m W �U CD � N1 Z 1 1 � rn+ o n U � TBM= 3 4.75 0 0 PROJECT SITE CATEGORY: CATEGORY 1 DISCHARGE LOCATION: PUGET SOUND THROUGH THE CITY'S MSA TYPE OF AREA SQ. FOOTAGE STORMWATER FACILITY ROOF 2,404 INFILTRATION TRENCH PERMEABLE PAVEMENT DRIVEWAY (PGIS) 950 PERMEABLE PAVEMENT PERMEABLE PAVER PATIO 210 PERMEABLE PAVEMENT TOTAL 3,564 NW 114, SEC. 32, T. 27 N., R. 4 E., W.M. I I MAXIMUM DRIVEWAY SLOPE ALLOWED 14%N / / / / co SAWCUT & PAVEMENT PATCHING TowL3oo.00 F_ z ,Zg PER COE STD DETAIL GU-410 ON SHEET C5 o Ow�298.50 J w UNDERGROUND PO ER OLE WALL FOOTING DRAIW,- � Uj FOOTING DRAIN ELECTRICAL IE=297.00 \, I � Q IE=295.50 � � x W N89 °2854 "E 108.29' \ \ \ \ 1 �I ACCEPTABLE TIGHTLI E G MATERIAL: SDR 35 00 Uj SCH 40 I N-12 °0 PHALT DRIVE CONC. DRIVE F810 HANCOR GARAGE o CO F. F. 304.51 ' un 1 - 1 4" S O _ - W RIM=30 5 W IE=30 0 w WM 1 1 SEE APPROVED CIVIL PLAN SUBDIVISION FILE #PLN201828 IE=301.24 UNDER SHORT PLAT NOT IN THIS BUILIDING PERMIT 1 4" SSCO CONC. RIM=304.00 1 IE=301.20 UNDER SHORT PLAT 3 G UNDER SHORT P AT 1 1 23135 75TH PLACE W 1 STORY HOME F. F. 305.26' I' UNDER SHORT PLAT n -� - - - - - - CABLE / TELEPHONE �vC z 1 TRENCH ENGINEERING DIVISION 0 APPROVED AS NOTED JUT - -- - - - - - - o 0 C -0_ WOOD FENCE I J�_D RD RDFFDR FTDR FTDR FFDR - FTDR 7.5'BSBLTOW 301:50 OBOW-298.50INSTALL MUTUAL MAT RIALSGRAVITY BLOCK WALL'. (4'MAX. IN HEIGHT) PER MANUFACTURE REQUIREMENTS /0 7 / / / GARAGE=298.00 1 ROOF OVERHANG FG= 96. o m o �; RI 2%� 5 PVT. SE ER (8 463 SO. FT) 4 I 1 4� 2�0 6�fJ' lyll-D�� EASE E TOW1301.50 X / / BOW=298.50 Ds"'O. PROPOSED SFR r / � FFE 299.00 4" SSCO 13 / 9 U o ER SHORT PL x 00 1 RIM=297.25 / I E=294.00 A %; / / 2 3, ' EX. 6" SS ATE AL '" / / SEE SEW R L A�L OTC / -- 4" SSCO °D ° / /� o x /� / RIM=297.30 ° � / �' x !.' ' P/Tro,'IE=294.10 / -,UNDER // � SHORT , AT IE=294.14 '6 A UBLIC� = x ' o W FTDR FTDR FfDR ~ ~ I I RD RD RD ~ ~ O / x DS K TOW=300.00 / ~ BOW=298.50 / !/ x / loBs� - ~� END6"S 2 / /. 8 BEGI 4" SS 7 x 3u SS l I wT �� Ss I ss I 11 ROI ' w ` VAR/ x / OOD FENCE 11 TOW=298.50 CD UNDER SHORT PLAT o RO vv 2 x N83010 OS E BOW=298.00 m -fl 6" SSCO / / E)O END 6" SS m y RIM=296.00 BEGIN 4" SS 9 m IE=291.90 0 // 6" SSCO 12 L 4" SOLID PVC SDR 35 z C EX. 18" CI x RIM-301.00 FOO ING DRAIN COLLECTOR -► SEWER MAIN TB =2 7' ! Know what's below. @ 1. 0% MIN. � IE=296.76 / / EX. 24" C NC. o Callbefore you dig. PROVIDE 1 FOOT VERTICAL CLE RANCE SEPARATION EWER AIN / x BETWEEN WATER SERVICE / DR UTILITIES o HORIZONTAL GRAPHIC SCALE & 1 FOOT SIDE SEWER CROSSIN _ 10 5 0 5 10 REFERENCE SHEET SHEET NO. 3 C3 OF 5 SHEETS W U z W 0,4 Q C� oho _ W co J J U)>rn E- W Q Q Q j cD - W >p o QtiU N O 0 lqr- � W Z N CV ~ Q F___ W 0 J 0 42815 1Iq��cISTE��� �'SIONAL i�� U Z� - � ' 041 C N "00 a LL � > O N ro CD LI J In (n Na 02/03/2022LU o �v� SEE UTILITY CROSS SECTION O SHEET C4 o / x� 1 inch - 10 ft. o 7-Z EX. DI CABLE k N � WAS E MAI TELEPHON 1 1 N 1 Cn `1 FH m 1 1 STREET RESTORATION LIMITS 1. UTILITY PATCHES WITH LESS THAN 20 FEET OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ON TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. 2. ALL FINAL RESTORATION WITHIN RIGHT-OF-WAY SHALL BE COMPLETED BY THE CONTRACTOR NOT THE CITY OF EDMONDS. DRY UTILITIES CONSTRUCTION NOTES: LEGEND CO O INSTALL 1" WATER METER & SERVICE LINE 11 INSTALL 10 LF 6" PVC SDR 35 @ 2.00% MIN. PROPERTY LINE SD PROPOSED STORM DRAIN LINE PER COE STD DETAIL WA-130 ON SHEET C4 (BY CITY OF EDMONDS) 12 ROOF / FOOTING INFILTRATION TRENCH BSBL SS PROPOSED SIDE SEWER LINE O2 INSTALL 150 LF 1.5" WATER SERVICE LINE (6'W x 201 x 3'D) PER DETAIL 2 ON SHEET C4 - - - - - - RIGHT OF WAY LINE 0 z O POLYETHYLENE PIPE SDR 7 WITH TRACER WIRE 13 �I INSTALL 22 LF 4 PVC SDR 35 JUT -JUT- PROPOSED JOINT USE TRENCH (CABLE & TELEPHONE) °0 o Op r 0° o co o z O3 INSTALL 42 LF 4" PVC SDR 35 SIDE SEWER STUB @ 2.00% MIN. - - RIGHT OF WAY CENTERLINE z Uj v ° SIDE SEWER @ 2.00 /o MIN. WITH 4" SSCO ADJACENT PROPERTY LINE ASPHALT PAVEMENT c�-n o w o a ® INSTALL 98 LF 6" PVC SDR 35 14 CONSTRUCT ASPHALT DRIVEWAY APPROACH - - - - - - - - - - - - - EASEMENT LINE o SIDE SEWER @ 7.00% (4" HMA CL %" (PG 64-22 WITH 2 LIFTS) OVER °° CONCRETE PAVEMENT 6" CSBC------------------------- ROOF OVERHANG LINE O5 INSTALL 190 LF (TOTAL) 4" PVC SDR 35 ROOF DRAIN COLLECTOR @ 1.00% MIN. 1© CONSTRUCT DRIVEWAY, WALKWAY, PATIO PROPOSED WATER SERVICE LINE ;: ; ;: ; ;: ;:% PERMEABLE PAVEMENT z (PAVER OR PERVIOUS CONCRETE) '/ ! '; ! !; ! '; ! ' (PAVER &PERVIOUS CONCRETE) 0 © INSTALL CB -TYPE 1 WITH SOLID LID PER DETAILS ON SHEET C4 a- RIM=296 25 Of IE (W, S)=293.90 ALL UTILITY EASEMENTS SHOWN ON THIS PLAN IS IE (NE)=293.80 UNDER SNOHOMISH COUNTY REC. #202012215009 FOOTING DRAIN IE=296.50 SEE FOOTING DETAIL ON SHEET 4 0 W w 0 z 0 O7 10' WIDE x 18' LONG VEGETATED OVERFLOW FLOWPATH ® INSTALL 4 LF 4" SOLID PVC SDR 35 FOOTING DRAIN COLLECTOR AT 1.00% MIN. EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT O9 INSTALL 10 LF 6" PVC SDR 35 SIDE SEWER STUB FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND @ 2.00% MIN. REPLACED AS DETERMINED BY THE CITY ENGINEERING w Of m R SUB Ja 16 2022 CIT OF EDMONDS EVEL MENT SERVICES ,VENT A MINIMUM OF 3 FEET HORIZONTAL SEPARATION AND 1 FEET VERTICAL SEPARATIOI IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) AND SEWER, WATER, AND STORM 5 FEET ANY CITY MAIN LINES 10 6" SSCO PER COE STD DETAIL SS-200LU 12" CAST IRON LAMPHOLE COVER WITH 1/2" HEXBOLTS SEE DETAIL ON SHEET C4 RIM=296.00, IE=291.32 (FIELD VERIFY) w z ZI RESIDENCEJi p r CLEANOUT a WITH 45' BEND AND 2' CAP CLEANOUT (MAX) (TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 2" t r FINISHED GRADE z a Of W F z w aLd p 12" LOCKING COVER r (L SEE NOTE 3 3 0 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) � WATER TIGHT CAP ISER LEVELING COLLAR 45'SEE NOTE 4 45' 12' PVC SLEEVE J;R 6" RISER 7- 4" OR 6" SIDE SEWER 6" WYE AND 6" CITY STUB RAL OL GENEEANOUT DETAIL 45' BEND 4" OR 6" 12" LOOKING COVER SIDE SEWER CLEANOUT DETAIL SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT 3z LEVELING COLLAR NOTES: z 13- 0 � SEE NOTE 4 a a v ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR--35 AND JOINTS SHALL BE GASKETED. rEN 12"t 2. PIPE SLOPE TO BE 2% MIN AND UPTO 50% MAX. 3. SEWER CLEANOUT COVER TC BE EAST JORDAN IRON WORKS ONG 12" PVC PRODUCT #00366102 STAR PIPE COSP4aL OR APPROVED EQUAL. 6" RISERIPE GRIPPER 4. LEVELING COLLAR SMALL BE CONSTRUCTED AS FOLLOWS: ERNE 270261 VED EQUAL) . IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT . IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" UNDER ASPHALT DR CONCRETE DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR REVISION DATE '�� C I T Y OF EDMONDS JANUARY 2018 SEWER CLEANOUT DETAILS _ PUBLIC WORKS STANDARD - DEPARTMENT _ D ETAI L Fsf 1g9� APPROVED BY: R. ENGLISH SS-200 DEPARTMENT OF ECOLOGY State of Washington A CT6"O -7gregate in openings Concrete paver 1" washed sand or 0.5" washed crushed stone for base material 6" open -graded base material, 34" - 2" crushed -washed Subgrade, determine compaction based on design requirements NOT TO SCALE Figure V-5.3.5 Example of a Permeable Paver Section Revised January 2016 Please see http.-IAuww.ecy.wa.govlcopyright.htmlfor copyright notice including permissions, limitation of liability, and disclaimer. 4., (MIN) .0000 0 0 6„ (MIN)+ 6" (MIN) 1' (MIN) ABOVE SEASONAL HIGH GROUNDWATER TABLE OR HYDRAULICALLY RESTRICTIVE LAYER PERVIOUS CONCRETE, SEE NOTE 1 PERMEABLE BALLAST, i SEE NOTES 2 & 3 RUNOFF TREATMENT LAYER (IF REQUIRED PER EDMONDS STORMWATER CODE), SEE NOTE 4 SUBGRADE, SEE NOTE 5 GENERAL NOTES: 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 11) AND INFEASIBILITY REQUIREMENTS. 2, THE MINIMUM THICKNESS SHOWN ABOVE MAY NOT BE SUFFICIENT FOR ALL APPLICATIONS. A PROJECT SPECIFIC PAVEMENT DESIGN SHALL BE PREPARED HY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN CIVIL ENGINEERING TO- 2,1. SUPPORT THE ANTICIPATED LOADING (E.G. PAVEMENT DESIGN LIFE, INITIAL AND TERMINAL SERVICEABILITY, RELIABILITY, ETC.) AND 2.2. TO SATISFY THE HYDROLOGIC REQUIREMENTS OF THE CITY OF EDMONDS STORMWATER CODE (I.E., CODE MAY WARRANT A THICKER PAVEMENT SECTION THAN THE MINIMUM STRUCTURAL SECTION REQUIRED). 3. FOR SUBGRADE SLOPES 3% OR GREATER, SUBSURFACE CHECK DAMS OR OTHER METHODS TO PROMOTE SUBSURFACE PONDING ARE REQUIRED. 4. GEOTEXTILE SHALL NOT BE USED IN PAVEMENT SECTION UNLESS REQUIRED BY GEOTECHNICAL ENGINEER. IF REQUIRED, GEOTEXTILE SHALL CONFORM TO WSDOT 9.33.2(1) GEOTEXTILE FOR SEPARATION, WOVEN TYPE. 5. REFER TO WSDOT LOCAL AGENCY GSPs DIVISIONS 2-9 FOR APWA GSPs. NOTES: 1. PERVIOUS CONCRETE SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-06SA. SURFACE SLOPE SHALL BE BETWEEN 0.57. AND 10%. 2. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1. 3. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. 4. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2017 CITY OF EDMONDS STORMWATER ADDENDUM. 5. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. -' CITY OF EDMONDS PUBLIC WORKS DEPARTMENT "9t. lag° N I TYPICAL PERVIOUS CONCRETE PAVEMENT APPROVED BY- R. ENGLISH REVISION DATE DECEMBER 2017 STANDARD DETAIL SD-622 PROPERTY LINE R.D.W. FINISHED GRADE I METER SUPPLIED BY CITY BALL VALVE E � I I j� GLl C jl DIRECTION - 3 A OF FLOW D MATERIAL LIST: 0 ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) OC DUAL PURPOSE UNION OD MIPT x CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1" n WHEN REPLACING EXISTING SERVICES: 1 " METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11 -44 WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W- 11 -44 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S LJ IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT LJ 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. �� !} REVISION DATE CITY OF EDMONDS WATER SERVICE 3/4 -1 NOVEMBER 2018 PUBLIC WORKS INSTALLATION STANDARD DEPARTMENT DETAIL Fs t 1s 9 fl APPROVE❑ BY: R. ENGLISH WA-130 z_ 2 04 20' 6" RIGID PERFORATED PIPE @ 0.0% A-O*] INFILTRATION TRENCH A14*1 5' MIN. 6" SOLID ADS N 12 @ 0.00% CATCH BASIN TYPE 1 PLAN VIEW NTS ROOF DRAIN ROOF DOWN SPOUT WITH WASHED ROCK 3/4" - 1 1/2" OVERFLOW WYE AND 6" RIGID PERFORATED PIPE @ 0.0% SPLASH BLOCK EXISTING GROUND 1--------------- FINE MESH SCREEN ELEVATION VIEW NTS DRIVEWAY SECTION FINISH GROUND ELEV=297.00 z z T /.i,•/.i 1•%i 2 /i '051N, 0,111111, .. ri... ri... ri...,ri... _ "A-16,V.... ri.. f�. i ,.[� i .<�i .1�'� lam. i .1�I ,-l�•� �' ,. /'/.� 1 t/. /. . i�tL �,c% iAl/. iA . . . • • • //0, 7I11/11/, .14k:�. r .. .�... . ri �11 �11.�11�11.��I�,I��/, C/• I:(I. 1 .,!/• I .,1/. I .1I. I .1�Imo,<��� .. 11.' ♦ "A 0'' 1'I. •A -05001 • EXISTING GRADE EL=302.00 N X O DRY UTILITIES a IE=299.44 Q 0 1" WATER SERVICE LINE IE=298.36 6" SS I E=296.86 UTILITY CROSS SECTION SCALE: NONE HOUSE I E=296.25 ROOF DRAIN 4" SOLID PIPE VEGETATED OVERFLOW FLOWPATH I J / IE=296.50 M °w O 4" SOLID WALL FOOTING DRAIN COLLECTOR I E=293.90 IE=293.00 (TO INFILTRATION TRENCH) CB -TYPE 1 FOOTING DETAIL BLD2021-0235 REFERENCE SHEET NO. C4 LLI U Z W � N O co �^ v) W \ w 2 Z � � N O Irl- co N CV 0 LLJ O J SHEET 4 OF 5 SHEETS Q W W U) c 0 U c p c c w U Z� � 0 ,I N I LL CL o warn 0 N r N O > ra 0 -0 L 1 ror� r J Ln Cn H- rl w N H o z z LU o z z = _ SQ O O Z r m m m O m LU (Dp Z 0 Q cn W elf LLU = O 0!� 0 0 U Cr_ E w Q 0 0 z R SUB Ja 16 2022 CIT OF EDMONDS EVEL "ENT SERVICES PARTMENT SCALE: NONE 0 z 0 0 L6 cn 0 co / w a_ C� z 0 m 1-1 cn 0 / 0 0 0 w Q w z Lo N 0 00 / c 0 w c 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) - 2021 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL 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 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 STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. CONSTRUCTION SEQUENCE NOTES: 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES. 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND 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 UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 12. INSTALL INFILTRATION TRENCH. EXCAVATION OF INFILTRATION AREAS SHALL NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS. THE BMP SHALL NOT BE MADE OPERATIONAL UNTIL ALL EROSION -CAUSING PROJECT IMPROVEMENTS ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. NOT USED. 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 ON -SITE 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 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO 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 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. NOT USED. 38. NOT USED. 39. NOT USED. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TOCITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. FINAL JOINT SHALL €3E A NEAT STRAIGHT LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER WSDOT STANDARD L/ SPECIFICATIONS 5-04.3(5)A APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. HMA CLASS 1/2" PG 64-22 (SEE NOTES 4 & 5) I'1 NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557, 3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING CSBC DEPTH GREATER THEN 6". THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER. ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. S. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL. REVISION DATE CITY OF EDMONDS TYPICAL HMA AND JANUARY 2018 UTILITY PATCH r PUBLIC WORKS STANDARD DEPARTMENT BLQ=fIL-02 FSt. 9� j$APPROVED BY: R. ENGLISH C:.i - REFERENCE SHEET SHEET NO. 5 C5 OF 5 SHEETS H. 1 )F WAS /jl ,0 42815 �, O� s-I �`IONAL Ln ro D U) O U L a) w > U a� ro el� I 1-1O a) N rn 4 ,I O L L > O N � v ca O Lru l 1 -0 Om N J Ln v7 LU N r o z z a Q o z zq co d LO N DC _ O0 o z m T co co m O r p z o z c� Q w U) O uj Of = 0� p p U d Z O I- a Of U LLJ 0 z O LJJ of n op R SUB Ja 16 2022 CIT OF EDMONDS EVEL MENT SERVICES PARTMENT