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ENG2022-0260+Traffic_Control_Plan+5.18.2022_5.24.01_PM+2879661SE 1 /4, SEC. 31, T. 27 N., R. 4 E., W.M. EDkIONDS UNDERGROUND UTILITY NOTE TO WN HOMES 8029 238TH ST SW PLN20180058 UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITIES ARE SHOWN OR THAT THE LOCATION, SIZE OR MATERIAL ARE ACCURATE. THE CONTRACTOR SHALL EXPOSE ALL UTILITIES WHERE CROSSINGS, INTERFERENCES OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATING FOR ANY PIPE OR STRUCTURE TO DETERMINE ACTUAL LOCATION, SIZE AND MATERIAL. THE CONTRACTOR SHALL PROVIDE APPROPRIATE PROTECTION OF ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ONE -CALL AT 8-1-1 (WASHINGTON 81 1.COM) FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. Know what's below. Call before you dig. DIAL TOLL FREE Q AT LEAST TWO DAYS BEFORE YOU DIG (800) 424-5555 UTILITIES UNDERGROUND LOCATION CENTER CONSTRUCTION SEQUENCE 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 CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES 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 UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGEfATION 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. UTILITY PROVIDERS ELECTRICITY SNOHOMISH COUNTY P.U.D. 21018 HWY 99 EDMONDS, WA 98026 PHONE: (877) 783-1000 CONTACT: VAL BUZUNOV WATER & SEWER CITY OF EDMONDS 8128 - 228th STREET SW EDMONDS, WA 98026-8449 PHONE: (425) 774-7769 GAS PUGET SOUND ENERGY 10606 NE 4th STREET BELLEVUE, WA 98009 PHONE: (888) 225-5773 CATV CO M CAST PHONE: (800) 934-6489 TELEPHONE CENTURYLINK PHONE: (800) 573-1311 VICINITY MAP 1" = 2000' LEGAL DESCRIPTION THE SOUTH 100 FEET OF LOT 20, BLOCK 1, FRUITLAND ACRES TO LAKE BALLINGER, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 47, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. PARCEL NO. 00451900102000 BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 238TH ST S.W. AS THE BEARING OF N 89°07'04" W. VERTICAL DATUM NAVD 88 FOUND 2-1/2" PIPE FILLED W/ CONCRETE W/ BRASS PIN IN CASE AT THE INTERSECTION OF 238TH ST SW AND 86TH AVE W ELEVATION=431 .92 EARTHWORK QUANTITIES CUT (CY) FILL (CY) ROUGH GRADING 868.85 235.21 AGGREGATE IMPORT 148.29 DETENTION TANK 50.26 TOTALS 868.85 433.76 NET (EXPORT) 435.1 SHEET INDEX SHEET TITLE 7 VICINITY MAP, SHEET INDEX, PROJECT OWNER & CONSULTANTS, UTILITY CONTACTS, LEGAL DESCRIPTION, BENCH MARK & BASIS OF BEARINGS, EARTHWORKS 2 NOTES, ABBREVIATIONS & LEGEND 3 DEMOLITION PLAN & TEMP EROSION/SEDIMENTATION CONTROL PLAN 4 GRADING & DRAINAGE PLAN 5 SEWER & WATER PLAN 6 STREET PLAN AND STORM DRAIN LINE A PLAN & PROFILE 7 STORM DRAIN LINES B & C PLAN & PROFILE 8 DETAILS 9 AGENCY DETAILS 10 AGENCY DETAILS 17 AGENCY DETAILS 12 TRAFFIC CONTROL PLAN APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: � CV 0 I m N a0 L.L z 0 0 Q N W Q � 0 m w H z W w w J Z Q Ld 0 Q (n q- Q 911 V) z 0 w ry w 0 0 z W" W zQ) c) QOO Wp �(/)W oC) Iff T w L U r- g00 00 nCy) z=<N Ld N C-4 zl:2LO Q w O L0 N =:) Q 0 Q: c Ld Ld :2 Ld 0 z= a 0 0 N V) CIO 0 1 0 z z w 000 o :2 N :2 0- 000 a- w oo w m 0 w o' Q o_ w cr a- rn o rj U 6 � _10- I rM p p N >v, ��ro�© ��GDo �M(DU-) a) 00 < � a z04 _j �=z J CA O 00 X Q 00mm�w CD �z (D W � �W cj� z z LL] �D Q z LLJ T O Q 0 cn CITY ENGINEERING DIVISION 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) - 2016 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. 17. 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. SE 1 /4, SEC. 31, T. 27 N., R. 4 E., W.M. UNDERGROUND UTILITY NOTE 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO (425) 744-6057 OR EMAILED TO JEFF.KOBLYK@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 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. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITIES ARE SHOWN OR THAT THE LOCATION, SIZE OR MATERIAL ARE ACCURATE. THE CONTRACTOR SHALL EXPOSE ALL UTILITIES WHERE CROSSINGS, INTERFERENCES OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATING FOR ANY PIPE OR STRUCTURE TO DETERMINE ACTUAL LOCATION, SIZE AND MATERIAL. THE CONTRACTOR SHALL PROVIDE APPROPRIATE PROTECTION OF ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ONE -CALL AT 8-1-1 (WASHINGTON 81 1.COM) FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. CONSTRUCTION SEQUENCE 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT (425) 771-0220, EXT. 1326. TWO DAYS (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 CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES. 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 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. ABBRE/IA TIONS AC ASPHALT INV INVERT ELEVATION BC BEGIN CURVE LIP GUTTER LIP BCR BEGIN CURB RETURN LP LOW POINT BEG BEGIN, BEGINNING MAX MAXIMUM BF BOTTOM OF FOOTING MIN MINIMUM BS BOTTOM OF STAIRS MH MANHOLE BVC BEGIN VERTICAL CURVE PCC POINT OF COMPOUND BW BACK OF WALK CURVATURE CB CATCH BASIN PRC POINT OF REVERSE CF CURB FACE CURVATURE CL, CENTER LINE PL, R PROPERTY LINE CLF CHAIN LINK FENCE RCP REINFORCED CONCRETE PIPE CO CLEAN OUT RW RECLAIMED WATER CONC CONCRETE S, SS SANITARY SEWER DVWY DRIVEWAY SD STORM DRAIN E ELECTRIC UTILITY SPPWC STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION EC END CURVE STD STANDARD ECR END CURB RETURN T TELEPHONE UTILITY EL, ELEV ELEVATION TC TOP OF CURB EVC END VERTICAL CURVE TF TOP OF FOOTING EX, EXIST EXISTING TG TOP OF GRATE FF FINISHED FLOOR TOE TOE OF SLOPE FG FINISHED GRADE TOP TOP OF SLOPE FH FIRE HYDRANT TS TOP OF STAIRS, TRAFFIC FL FLOW LINE SIGNAL FS FINISHED SURFACE TV COMMUNITY ANTENNA G GAS UTILITY TELEVISION GB GRADE BREAK TW TOP OF WALL GFF GARAGE FINISHED FLOOR TYP TYPICAL HGL HYDRAULIC GRADE LINE UON UNLESS OTHERWISE NOTED HP HIGH POINT W WATER UTILITY WM WATER METER LEGEND EXISTING PROPOSED LOT LINE SUBDIVISION BOUNDARY CENTER LINE RIGHT OF WAY EASEMENT WALL RETAINING WALL FENCE, CHAIN LINK FENCE, WOOD FENCE; WI, TUBULAR FLOW LINE, SWALE w/ FLOW D I R CONTOUR SEWER MAIN w/ MH SEWER LATERAL WATER MAIN FIRE SUPRESSION MAIN FLOW DIRECTION WATER METER AND SERVICE FIRE HYDRANT, SUPPLY & VALVE WATER JOINTS AIR -VAC & BLOW OFF CATCH BASIN -55- - 55 - SURFACE -- PIPE o---- 11 FLxFL 7� MJxMJ )� PoxPo =`----- STREET LIGHTHPSVLED POWER & OTHER POLES w/ GUY • SLOPE Know what's below. Call before you dig. DIAL TOLL FREE AT LEAST TWO DAYS BEFORE YOU DIG (800) 424-5555 UTILITIES UNDERGROUND LOCATION CENTER SURFACE PIPE 41419 11 FLxMJ 1(MJxPO )I POxFL 0 H�PSV� LED �j TOP TOE � CV czn 0 I m N Uj z p O Q N LdN Q � o m wLLI H Z o w w J Z Q Ld o o Q v 0 a- m V) z 0 w w Q 0 0 z W" W Q) QOO WV� OOP a T w `o U r- g00 00 �Cy) _ z=<N Ld N C-4 zl'5LO Q w O L0 N Ld Ld :2 Ld O (n z= a orb N V) CIO 0 1 0 z z w OHO o :2 N :2 Q� 0Op a- LLj oo LLj APPROVED FOR CONSTRUCTION CITY OF EDMONDS m 0 DATE: < w w BY: CITY ENGINEERING DIVISION w �mgmu rn o rj U co 6 o I � � M O a O N >, 00 (D 0 +m0L N Co < „co c � v z04 _j =z J CA O 00 X Q aomm�w CD �z (D W� �LLI W cj� z mz- �D Q z LLJ a I W N N 0 0 N NI �a rn O a n Ul 0 0 cv co 0 J E z a� c .3 0 0 1 SE 1 /4, SEC. 31, T. 27 N., R. 4 E., W.M. I �I� �-432 —t / c"i �, 430 N 88°37 1 W -i" I —�— I �/ 1 6 12D.00 0 0 0 0 0 0 0 ��^ II — / 4 . I/// �I� / I 5 III 6 CD III 6 \ 1 I I III I � I I TV�— i I III I 1 I I III I I III I I� 1 it III II 7 7 I it III � II 0 T7 T-f LL I � �IIIII� - I s El- 8 a V I � I ' ic J 20'- p II/% 6 �0 1 II 6 10 O O O I I \ i i `-' ------ I--- ----I _ �O��II//\II/ / 2��:�� I I ii li--- Q 1 ��V r� I I I 1 �\ V � 1 I _ O �� ter' \ I I ------------ 3 1 1--� �V - I L�-1— — I / qil ��I 3 4 - — X - — X N88°3 ' jam' \Vlyll//iX �AI�I\�\t X\� 8 .� . w 2 = d / I I Lq C141 \ 0 0 O'HEAD T / ` \ O \ ` -7` 12-------- �--- _—__ — OR l 0 12 12 — — — I ------------ N 1- I N C \ F —� - - (0 238th STREET SW —� - - I o - K) �PUL��LE PUD (POLE rn I I I U V 1--I O EROSION & SEDIMENT CONTROL NOTES 1. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS PER COE STD DET ER-902. APPLY TO EXISTING & NEW AS INSTALLED. 2. STABILISED CONSTRUCTION ENTRANCE PER COE STD DET ER-901. 3. FILTER FABRIC FENCE FILTRATION SYSTEM PER COE STD DET ER-900. 4. CLEARING LIMITS. ❑ DEMOLITION NOTES U HEAU E 1. PROTECT INDICATED ITEM IN PLACE. 2. PUD #1 POLE TO BE REMOVED BY OTHERS. 3. ZIPLY POLE TO BE RE -LOCATED BY OTHERS. SEE STREET IMPROVEMENTS. 4. REMOVE FUEL OIL FILL PIPE & 300 GALLON TANK (TANK LOCATION UNKNOWN). 5. SAWCUT PAVEMENT FULL DEPTH. 6. REMOVE TREE. 7. REMOVE HOUSE & GARAGE. 8. REMOVE EXISTING ASPHALT. 9. REMOVE EXISTING CONCRETE STAIRS & FLATWORK. 10. REMOVE CONCRETE RETAINING WALL. 11. REMOVE CURB & GUTTER. SEE SHEET 6 FOR LIMITS. 12. REMOVE SIDEWALK & DRIVEWAY. SEE SHEET 6 FOR LIMITS. 1 F 11 1---1 I T T II / II II II II II II II GRAPHIC SCALE 0 10 • Know what's below. Call before you dig. DIAL TOLL FREE AT LEAST TWO DAYS - BEFORE YOU DIG (800) 424-5555 UTILITIES UNDERGROUND LOCATION CENTER � CV No (Oo I m N L.L z O O Q N w Q� o m w H Zo w w LLI J Z4� Q W o o Q 0 a- m Go z O cn w m n ►a IV T W LO U gco co N N zli2LO � Q w o��N ww :2w O z= a O N � o I o z z w orno D :2 N :2 � 0 0 0 N O N O N CD c i� a 1 "= 10' 20 30 APPROVED FOR CONSTRUCTION CITY OF EDMONDS m 0 w DATE: < w w BY: CITY ENGINEERING DIVISION rj U j 0 w I - / o� � © N p^ I N o 0��� o rn Ln < <o�c Lo v w ¢ �=Z J w NHOj�Q p, c002Q� Q) aomm�w = / z W� a �W J z z CD a z Q z a LL I 3 0 0 SE 1 /4, SEC. 31, T. 27 N•, R. 4 E., W.M. O CONSTRUCTION NOTES r`� � 0 co I 1. INSTALL PVC PIPE AT 2% MIN SLOPE. SIZE PER PLAN. C'4 14 00 2. INSTALL CLEANOUT. SIZE TO MATCH PIPE. I � / Rev' I I I 3. CONSTRUCT PERMEABLE PAVERS PER DETAIL SHEET 8. F��� F� I 4. CONSTRUCT 4" AC ON 4" CSTC. 5. CONSTRUCT 4" THICK CONCRETE PATIO. I I r I 6. CONSTRUCT CURB & GUTTER PER COE STD DET TR-520. 432 _ / 1 7. CONSTRUCT VERTICAL CURB PER COE STD DET TR-521. II c' 7 -� �' `tip 1 I 8. CONSTRUCT DRYWELL FOR FOOTING DRAINS. .15 O 14 R� I I 1488 37 �— 15.� W 43s o9� ^F 30 R� I 9. CATCH BASIN TYPE 1 PER COB SW ENGRG STD DET D-2. I �3 �9 F� 120 OD oQo o 0 0 o I 10. CONSTRUCT AREA DRAIN BY NDS. 4" ATRIUM GRATE PART 75 IN LANDSCAPE & �3 I p99 T� I _ I DRAINS; 4" ROUND GRATE, PART #13, IN HARDSCAPE & TURF. 12 I 11. PAVERS PER ARCHITECT'S PLAN. 400 I 12. CONSTRUCT TYPE "PARALLEL B" CURB RAMP PER WSDOT STD PLAN F-40.12-03. LL- / �6 �9S Fc I I / / ; I II I 0 I 8 13. INSTALL NDS 864, 5" PRO SERIES CHANNELDRAIN, OR EQUAL. < I j I I I 14. CONSTRUCT KEYSTONE, OR EQUAL, GRAVITY WALL. 43S ( I 7/ 434 88 I I \ I I 15. CONSTRUCT WALL DRAIN PER DETAIL SHEET 8.N r_ I q I I/ III I r N N 238th STREET SW i -L- Know what's below. Call before you dig. DIAL TOLL FREE AT LEAST TWO DAYS BEFORE YOU DIG (800) 424-5555 UTILITIES UNDERGROUND LOCATION CENTER � CV czn 0 I m N L.L z 0 O Q N W Q � o m W Z o w w J Q Ld o o Q a- m Go z 0 cn w IV T wLO U r- g00 00 �0')_ z=<LLJ N c-4 zl'5LO Q 0 L0 w N W W W O 0' (n Z = a orb N o I o z z w OHO D :2 N :2 � C) 0 C) Im \ • 'P.MWIIIIIXµ p • • �� • a0� r ' _mac • APPROVED FOR CONSTRUCTION CITY OF EDMONDS m 0 W DATE: < Q W BY: CITY ENGINEERING DIVISION rj U j 6 O a w c) rorn© N (D I N o 00G00Ln o rn % �-o Lo Z J LLJ L� I Q 1�2Z J w NHOX­Q p, c00=< Q) oo m m LL W = i C z a IX W � O �W J z z a z Qz LLJ 3 0 0 SE 1 /4, SEC. 31, T. 27 N., R. 4 E., W.M. q CONSTRUCTION NOTES 1 INSTALL PVC SDR35 PIPE AT 2% MIN SLOPE. SIZE PER PLAN. 2 INSTALL CLEANOUT PER COE STD DET SS-200. 3 CORE EX MANHOLE & INSTALL NEW PIPE WITH KOR—N—SEAL. RE —CONSTRUCT CHANNEL SHELF PER COE STD DET GU-421. 4 INSTALL FOUR WATER METERS PER COE STD DET WA-130. 5. REMOVE EX FIRE HYDRANT. 61 INSTALL FIRE HYDRANT PER COE STD DET WA-100. I � � � I I I ---II ;,,,,_ GRAPHIC SCALE 1,,_ 10' \ I OLE I 0 10 20 30 40 0000 11 I r-� I I I I I -I -II V I Know what's below. Call before you dig. DIAL TOLL FREE Q AT LEAST TWO DAYS BEFORE YOU DIG (800) 424-5555 UTILITIES UNDERGROUND LOCATION CENTER APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION N O N c00 I Uj m N L` z z 0 N 0 Ln w LLI a N Q m � m z Q o 0 wLLI � Q � W LrJ U) 0 m Q z 0 w ry w Q 0 0 z z QL W W W n T w� U � g00 00 n Z=�N Ld NNU)� zl:2L0 Q Z 0��L0 LLIz O g 0 Q'�(a� U) (n I— W W :2 W O ry _ ~ U) Z = I— Q O n N 07 07 0 1 0 w :2 N o D O D m W 00 W 3 3 LU I I i / 0 ,0 U j 6 0 a w Li O 0 >' + to 0) N N p^ I N CDIC) O N ��c000 T N11 00 < CLO / C N Z N Q w 1�2Z J w NHO j�:;�c c002Q: a oomo- �L, — W Q w 0 w / m Z 0 cz — z0 a Q Z z a w Ir W a_ 3 o 0 SE 1 /4, SEC. 31, T. 27 N., R. 4 E., W.M. i tS0 J O CnN I V J I SD LINE B I I I Q Q CD TL � '�--;\ oo SEE SHEET 7 °' 1 I I 0 S, o=� � 0 0 0 c��I ' �� Co N I \ o I O Nz oz _ �z�n _ �C� - ` z_ coz_ N om rn r�z_ '5' �z_ <v2 c� �i s� N co o o rnp �� `Y'o"? �' -�o N �o o J �a 013 N� °°o �ti \�� �o cv�,, o ' o ' o � t w2 0� I �� N rn �w I ��� o� o aow ,nixes �-�-\� �h0 �� �� r+ r) ^�`1' r�I� I I rn z n w ro �IOf % �\�` ��' z ��� �h rm0 w �m f0 _ ii �w 2 ' \ =� / SD LINE C SEE SHEET 7 2 O'HEAD T 0 O'HEAD T 0' H EAD TJ, IK i \ '0 16 ti R --7.75% 4,94%- o 0 CIA / II I � \ 1 � P / NCIA I Fo 0 'ok I oo BRASS PLUG w/ 13+0 SD LINE A �> / 14+OOo 238th STREET SW �SS PLUG w/ +� PUNCH IN WELL 12 5 I PUNCH IN WELL / O) VISITED MAR 2017 PROFILE HEREON I r, VISITED MAR 2017 05, o / Al I EX EP _ \ - o - \ \I F�� 1 \ \ _ O' EAD E �Lo rl F� T I I I +U + I I �21�w x I I GRAPHIC SCALE 1 "= 10, 10 20 30 40 CV No coo czn I m N L.L z 0 O Q N w Q � o m W z p w W LLI J Z Q w 0 Q (n 0 e_ Q m V) z 0 w o' N N 11 I = �� w N U ADJUST LOCATION TO �� I LO rn o m M PROVIDE SNUG FIT N J w II o+ + �<__ x OF Y2" PRE —MOLDED w JOINT FILLER02 U p g 00 0') (=)jIL 10 ; ; EAVE GUTTER OPEN _ Q N o -�a� \—EX CURB = = I Q & GUTTER NN�I-) + 00 oN EX CB 5, d > — r7 z l �u7 EX ROUND I o _ 0O��N C� IPE ��.. Q 7 w — 10 a. a., � Q� a ° 'Q 7 a ° o II 1.00% ( REMOVE AC ° WITHIN CURB— a .��V' IL II a. w w N w — — STREET _ O CHICANE DETAIL o 1 — 5 00 < ro N U U) o I o z z w orno w o :2 N :2 Q� p O p O w 00 w co LINE A O CONSTRUCTION NOTES ' 1. 65 LF-12 CPEP RE —LOCATE POLE, BY OTHERS. Lti � 5 r� N CD 2. REMOVE POLE, BY OTHERS. ��� °�� O a N 3. REMOVE CATCH BASIN 16+278. REPAIR PIPE IN KIND WITH WATER TIGHT BANDS. CD CD 4. INSTALL CATCH BASIN TYPE 1 PER COB SW ENGRG STD DET D-2. e1s5�� °' ! 0+00 5. INSTALL CPEP. SIZE PER PLAN. 6. CONSTRUCT CURB & GUTTER PER COE STD DET TR-520. m a 7. CONSTRUCT CONCRETE VERTICAL CURB PER COE STD DET TR-521. E 8. CONSTRUCT CHICANE PER DETAIL THIS SHEET. 9. CONSTRUCT DRIVEWAY APPROACH TYPE III PER COE STD DET TR-543. i �,_10- 10. CONSTRUCT CONCRETE SIDEWALK PER COE STD DET TR-531. 10 0 a rorn © W o o ^ I 04 �G�� CD rn 10 00 � LLJ < Cc: � N Z _j w w �/ J Q C14 0 -0 co0=QM w p, • Know what's below. coma�L3 _ z Call before you dig. W C W O DIAL TOLL FREE APPROVED FOR CONSTRUCTION w Q AT LEAST TWO DAYS CITY OF EDMONDS m z J BEFORE YOU DIG z E (800) 424-5555 DATE: ¢ z Q z UTILITIES UNDERGROUND LOCATION CENTER BY: w o CITY ENGINEERING DIVISION 0 m cn C z � 0 m x O C O C 5 0 r C) D Z7 -Ph.m--11 0 17 m r r C o �� CD CD M moo X r m � O > n"I 7 Cn m cQ . m o � Z z rri z �Oz 0 0 < y o z C O Z O O O Ull O O I 1 al � GALL RY 418.69 IE 03 - 420.28 IE 420.28 IE 10+67. 9 STA PT CB 1 RIM=43 .12 W \ -u 8" STORM /� 416.69 IE M 0 ) f� Z F- f o ry a' 0-q n � I 6" SEWER 419.61 IE 422.44 IE I 9+85.77= 422.44 IE STA PT CB 1 RIM=43 a, II Iz ry 0 m x c� r0 c � Z 422.72 IE 9+85.77= 13+ 17.31, 1 .0 L STA PT CB 1 RIM=433.12 I GALL RY 13+92. 9 STA PT CTL STRUC 416.91 IE RIM=42 .64 12" STORM ) 420.93 IE CTI � f C1 r II @@m Z X �_ 0 �� -ux 00 A f �"I o m 0 f� z rO Z 6" SEWER 415.02 IE 416.65 IE 9+85.77= 416.46 IE Ll STA PT CB1 RIM=433.12 J 8" SEWER 412.01 IE / I � I 0 cn ri I 0 c� u M u 2' GAS 5.1 IE 4 I I M m re 15+21.58=ST STA O 15+20.81, 16.9 L STA PT CB 16-732 .p /4%, .p RIM=414.78 v v IV o o� N 0 cN 0 \ I 0 + 0-, I \ \ I - I FX T I �gRjFS�Fpy0 , N x I I ; X 2N F 4 0 AS 6 ' FX O ola 3 428 I 10 N 0 FWFR 19 3' 10.7' I 14.4' 1 ' 7' 3.5' o I I \\ + I o0 �I I o I/ m 14+01.49 0 I I = Z I m nl + + /I - _ I I m 0- 114+002 z 4.2 , o 13.0' L 26- / 4 I� � + 6" ZZ /I C D m M cam 70 mk�� u 00 D O 0 I r0 tm w cO rn ry <M a ry D D Im 4+24.46:f- STA 3 I 14 24.46, 28.2 L 1.424- °+' �r + IZ t // CO II - 42 Ili 00 161 - I� I NSF i VAR/Es SFWFp 1g� 80th COURT W � CA N) O z z z m (� o n > > D frl 3j fu � 0 _ 0 = o ICI m D W D Ln M W ^C^ Zli Z Z 0 70 M z M M f= -u -u can 0 70 70 C/) o 0 0 CC) 0 Z 0 G-) z W I (n � o � 0 I 0 0 N) I Y M n C�J Z Z7 PREPARED BY 8627 NE 180th St. a e BOTHELL, WA 98011 PHONE: (206) 303-7639 A N S T E YAX: (425) 658-9203 E N G I N E E R I aM6IL:benanstey52@yahoo.com 1 19 Jan 2021 1 Drawing Name: L: \Scott temp\HeegE\Anstey\AE\2OO12AE\Eng\Final Plots\Fine Grading\O7_20O12AE_d.dwg Last Opened: Jan 19, 2021 - 1:34pm by scott PROJECT: EDMONDS TOWN HOMES 8029 - 238TH STREET SW EDMONDS, WA CLIENT: RUOYUN ZHEN 1371 - 247TH PLACE SE SAMMAMISH, WA 98075 (425) 533-1 121 N0. I DATE REVISIONS BY APVD DATE JAN 2021 RIGHT- OF -WAY SCALE IMPROVEMENTS JOB# AE 2018-60 STORM DRAIN LINES B & C DRAWN BY PLAN & PROFILE sH APPROVED BPA SHEET 7 OF 12 428.67 TW 2% MIN PROP DRIVEWAY PROP GARAGE FF=424.00 TYP DRIVEWAY PER DETAIL BELOW PROP GARAGE FF=424.00 EX HOUSE w W I 0z EX m J GROUND PROP DRIVEWAY \ EX GRAVITY d l a a WALL a s a a a d a 422.47 TW 44 �a I I o I o I SECTION A -A PROP DRIVEWAY EX EX CAR PARKING CURB` GROUND PROP 0 w GROUN �z � J J F 2 �1% GRAVITY WALL SECTION C-C 1" = 4' EX EX CURBCAR PARKING �`�GROUND SECTION D-D 1" = 4' SECTION B-B 1" = 4' EX GROUND w z J i EX GRAVITY WALL r 422.78 TW SE 1 /4, SEC. 31, T. 27 N., R. 4 E., W.M. 7' 7' FINISHED SURFACE PER PLAN a ad d C ' NOTE: 1. PROVIDE & INSTALL CONCRETE TO RESIST 2000 LB OF UPLIFT PER FOOT OF TANK. DETENTION TANK ANCHORING PERVIOUS CONCRETE PAVERS WEARING COURSE 1.5" LEVELING COURSE NO. 8 UNIFORMLY GRADED CRUSHED (ANGULAR) STONE, THOROUGHLY WASHED /j NON -WOVEN GEOTEXTILE `//// /� �./i12" ROCK RESERVOIR COURSE ALONG BOTTOM & SIDES PER PERMEABLE BALLAST NO 2 WSDOT SECTION 9-33.21(1) EXISTING NON -COMPACTED SUBGRADE SCARIFIED 6" PERMEABLE PAVER DETAIL in = 3' �5 CONCRETE 8" CSTC TYPICAL DRIVEWAY DETAIL 1 " = 3' 30' 7' 5' SIDEWALK STREET- % SCAPE 2% MIN — 2% M SIDEWALK PER COE STD DET TR-531 DRIVEWAY PER COE STD DET TR-54 14.5' f 2t D 00 N EX PAVEMENT PAVEMENT REPAIR PER COE STD DET GU-410 -CURB & BASE PER COE STD DET TR-520 TYPICAL ROADWAY SECTION 1" = 5' PLAN SURFACE 423.64 PER PLAN NOTCH, WxH 421.81 J mQ 4Y2" ' z 8" STEEL RISER, - OUTLET & SHEAR GATE. x o MP 16" MAX I L II 8" DRAIN 00 � -7 C PIPE S=1.00% ' ' '416.91 ' ' LEVEL 416.91 416.91 _ I 415.91 414.91 z Y2" O ORIFICE : I E Q wm 0 41191 cn N N I � SECTION A —A NOTE: CONSTRUCT CONTROL STRUCTURE PER DOE SWMMWW FIGURE III-3.2.9 8" 0x24" STUB, ( FACTORY) 12"0x18" STUB, ( FACTORY) PLAN 12" 0x 18" STUB, (FACTORY) -1 8" 0x24" STUB, (FACTOF CONTROL STRUCTURE DETAIL 1 " = 3' B 423.64 RIM CESS PER MFR LAYOUT LINE w — — — U — — — 0 co 18' w U 0 416.91 IE 415.91 IE DETENTION GALLERY DETAIL � CV No (0 cmn I m N 0 L.L z p O Q N 00 w Q � 0 m W Z o w w W J z4tz Q � w o o Q can 0 > w Q m z 0 w a T ww :2w 0 z= a O ro N U) U) 0 1 0 z z Wv, 000 o � N � 0- 0O0 IZ lil on lil �� • r ' _mac 1" = 5' rn o rj U j 6 a • Know what's below. Call before you dig. DIAL TOLL FREE Q AT LEAST TWO DAYS �- BEFORE YOU DIG (800) 424-5555 UTILITIES UNDERGROUND LOCATION CENTER � o I � � rM p o N >v, rorn© 04 00000 �0) 5 „c° c 00 < z d -9 = z J C002x� 0oa00_�� W cl� w APPROVED FOR CONSTRUCTION ``I CITY OF EDMONDS m z z U DATE: < Q z BY: w w CITY ENGINEERING DIVISION 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL a NATIVE BACKFILL MATERIAL 8" 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" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE FILTER FABRIC FENCE JANUARY 2018 CITY OF EDMONDS FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t . 189() APPROVED BY: R. ENGLISH E R - 9 00 n 10 rn�7_ cn w Ld d X 1 6" MIN ui 6" MIN 8" MIN 8" MIN EE NOTE 1 SEE COE STD DTL GU-410 BEDDING MATERIAL (5/8" MINUS) CRUSHED PER COE MOD 9-03.16.A.2 OR SUITABLE EXCAVATED MATERIAL AS APPROVED BY CITY ENGINEER (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 36" FOR PIPE UP TO AND INCLUDING 12" DIAMETER • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS JANUARY 2018 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 40 0 SE 1 /4. SEC. 31. T. 27 N.. R. 4 E.. W.M. _LS 4 TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O 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 REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE 7 PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t . 189�3 APPROVED BY: R. ENGLISH E R - 9 01 FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2" LINE. ALL EXPOSED VERTICAL EDGES SHALL PG 58H-22 TACKED NEATLY PER WSDOT STANDARD (SEENOTES 4 & 5) ,//-BE 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. 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. 6. 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. cst. 18y" TYPICAL HMA AND FE RIUA YD20T0 CITY OF EDMONDS UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 41 0 `St. JB' - CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) 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 STANDARD D ETA I L ER-902 RING AND COVER PER COE STD DTL GU-420 FOR CURB AND SPLASH LINE ONLY: FRAME AND GRATE PER COE STD DTL SD-320 SERIES 8" MIN- 18" MAX HANDHOLDS (2) TOP SLAB SEE COE STD DTL GU-423 a 20"x24" OR 24" DIA j _ 6" MAX a 12" (TYP)� " 48", 54", 60", 72" OR 196" STEPS OR LADDER ORIENT SO THAT THEY ARE NOT ABOVE PIPE iv a SAND COLLAR OR II POLYPROPYLENE KOR-N-SEAL AROUND _ , a SAFETY STEP PIPE 12" O.C. (TYP) Li = I (SEE NOTE 6) Q a 2'-0" MIN 1"-4" PRECAST BASE AND MAX INTEGRAL RISER a • a y a NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL PRECAST CONCRETE SHALL BE CLASS 4000. 4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 84" FOR 96" CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB. 5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD SPECIFICATIONS. 6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423. l o ., REVISION DATE CITY OF EDMONDS CATCH BASIN, TYPE II OCTOBER 2018 48" 54" 60" PUBLIC WORKS 7299 BC 96" ' STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D- 3 0 0 CONTOUR LINE (TYP) ANGLE TERMINAL END UPHILL 24" TO 48" TO PREVENT FLOW AROUND WATTLE (TYP) WATTLE TRENCH, SEE NOTE 2 2" MIN 5" MAX z 2"x2"x24" UN -TREATED iv WOODEN STAKE (TYP) PLAN VIEW r AREA AVAILABLE FOR SPACING VARIES SEDIMENT TRAPPING SEE WATTLE SPACI (TYP) TABLE (TYP) WATTLE (TYP) SEE DETAIL SECTION A -A w WATTLE INSTALLATION ON SLOPES 2"x2"x24" UN -TREATED WOODEN STAKE (TYP) 3" MIN 4" MAX 8" DIAMETER MIN WATTLE DETAIL 8" DIAMETER SPACING WATTLE TABLE SLOPE MAXIMUM SPACING 1H:1V 10'-0" 2H:1V 20'-0" 3H:1V 30'-0" 4H:1V 40'-0" >4H:1 V ONE RUN ONLY NOTES: 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION. 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10). 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT UNDERCUTTING. 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. `St. 18y REVISION DATE CITY OF EDMONDS JANUARY 2018 WATTLE INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R- 9 0 3 SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (WSDOT STD SPEC 9-05.20) SOLID WALL PVC 15" (WSDOT STD SPEC 9-05.12.(1)) PROFILE WALL PVC 15" (WSDOT STD SPEC 9-05.12(2)) 5 Sh 3oh h ?� * CORRUGATED POLYETHYLENE Sh STORM SEWER PIPE \2", 4", 6", OR 12" T NOTES: RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE I" FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER �\�� FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY ?2h TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT 2� BE PLACED IN KNOCKOUTS. g•. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS AND FRAMES. �\ 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE a PIPE INVERT IS 5'-0". v 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) 8.VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. CITY OF EDMONDS r`� PUBLIC WORKS DEPARTMENT -''S 8 0 CATCH BASIN TYPE APPROVED BY: R. ENGLISH O_ CV 0 I Ir- N LL z O 0 Q N W Q � o m w H z p W w w -i Q W o o Q can (_ 0 > 0_ Q m (n z O W W Q 0 O z >R T W � U � gco co nm z=�N W ~ =�=1 N C-4 zl�Lo Q >u7 w N (n W W � W 0 _ ~ Z = a � r U N U) o I o Z Z w 000 D � N � � 0 0 0 � O 0 I n= M � 0 O N >' �rn© 00 0 +0)0L N co <�� C �=z J 0 0 00 comm�qt W� LEI APPROVED FOR CONSTRUCTION (D V) w CITY OF EDMONDS m mzz w O DATE: < w Q z BY: a- w CITY ENGINEERING DIVISION 0 0 cv w Q T Q / W N O U / J E z o� .3 0 0 18"x24" (+1 /32", -0" TYP) �9/16" \ I r1-1/2„ F - 4" 16"x22" } OPENING L3/4" 17-3/4"x23-3/4" +1 32 -0 TYP 25" SECTION A -A 25" 7-7/8" 1-2-1/2" CEMENT CONCRETE CURB PAVEMENT, DEPTH VARIES GUTTER ; ----- _J-. PRECAST CONCRETE RISERS CATCH BASIN WALL SECTION B-B VERTICAL CURB OR CURB AND GUTTER B4E-1 PLANTING STRIP OR SIDEWALK -1/2 ow w A �A _ ���Z 35 ® moDZ C)o0w CONCRETE 0 Q x M GUTTER c) m N 0 00 `'i 0 0 \ SEE of NOTE 1 w a of SEE NOTE 5-` m 0 LEVEL PAD 16 SEE NOTE 6 3 4" x 2-1/4" x 1 8" PLAN B <-j PLAN NOTES: 1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 INC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. 3. SET FRAME TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. 4. MATCH CENTERLINE OF CATCH BASIN TO CURB LINE FOR TYPE 1 AND 1-L. 5. VANED GRATE SHALL BE INSTALLED ON CONTINUOUS ROAD SLOPES. HERRINGBONE GRATES SHALL BE INSTALLED IN ALL SAGS AND SUMPS. 6. CURB/CURB AND GUTTER AS REQUIRED BY THE CITY ENGINEER. REVISION DATE CITY OF EDMONDS STANDARD JANUARY 2018 FRAME INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D- 3 2 0 2' 12" SEE NOTE 12 2-7/8"1 8„ 2-7/8 - 4 2„ 8,. 144"3 / a d a a R=12 a a a a a a a a 4"-5/8" MINUS CSTC 24" ONLY ROLLED CURB/GUTTER (SEE NOTE 10 (NOT TO SCALE) 2' SEE NOTE 12 6-1/2" 1/2" R SEE NOT[ PAVEME HMA 4" OR MATCH EXISTING, WHICHEVER IS GREATER SEE NOTE 13 6"-5/8" J u MINUS CSBC � 2"-5/8" MINUS CSTC 8-1/4" CONCRETE VERTICAL CURB (SEE NOTE 11) NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. FOR CUL-DE-SAC AREAS AND TO REPAIR LIKE CURBING ONLY, AND/OR AS APPROVED BY CITY ENGINEER. 11. FOR REPLACEMENT OF EXISTING VERTICAL CURBING ONLY AND/OR AS APPROVED BY CITY ENGINEER. 12. A 2 FOOT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 13. ALL VERTICAL EDGES SHALL BE TACKED. 14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAX. DENSITY. REVISION DATE CITY OF EDMONDS ROLLED AND VERTICAL OCTOBER 2018 CURBS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R - 5 21 Li z J of bi RESIDENCE 0- 0 Of CLEANOUT WITH 45' BEND AND 2' CAP CLEANOUT (MAX) f(TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 2"t r FINISHED GRADE SE 1 /4. SEC. 31. T. 27 N.. R. 4 E.. W.M. z Q of w z w O wCL w 0 12" LOCKING COVER Of IL SEE NOTE 3 w o END OF PIPER GRIPPER PLUG 'If (CHERNE 27061 OR APPROVED Of v EQUAL) d WATER TIGHT CAP \���\// , �I } RISER LEVELING COLLAR 45' SEE NOTE 4 / 45' 12" PVC SLEEVE / 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND 6" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND r 4" OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT w W o w LEVELING COLLAR NOTES: j o w SEE NOTE 4 a a ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 12" f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED SLEEVE EQUAL. 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 OR APPROVED EQUAL) • IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" UNDER ASPHALT OR CONCRETE DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR REVISION DATE CITY OF EDMONDS E SEWER CLEANOUT DETAILS JANUARY 2018 PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fsf 189� APPROVED BY: R. ENGLISH SS-200 PLAN VIEW (NOT TO SCALE) 5' MIN FULL DEPTH 1/2" EXPANSION CURB/GUTTER SEE COE STD JOINT MATERIAL DTL TR-520 _ 2% MAX 143 d a a 1/2" F2 a v a. a d 1 /2" R a a 4 d a a l a a a a a d d a a a a 2" MIN 5/8" MINUS CSTC ON NATIVE BEARING SOIL SECTION VIEW SEE NOTE s NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000. 3. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE RADIUS CITY OF EDMONDS CONCRETE SIDEWALK PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH REVISION DATE JUNE 2019 STANDARD DETAIL TR-531 w zuiw J > w z 0? ��7-ac5 wa-w owQ 10(n�- u)asU ��>- QOm [no ► Eel 1Vj (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4" TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT OR ABOVE FINISHED GRADE. w z a LOCKING CLEANOUT COVER PER COE STD DTL SS-200 a_ 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX 22.5' OR 45' BEND 6" TEST TEE 6" WYE/6" ROMAC SADDLE SEE NOTES 1 AND 2 fPOSSIBLE SEWER MAIN LOCATION 22.5' OR 45' BEND 6" TEST TEE 6" TEE POSSIBLE I SEWER MAIN LOCATION 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 3. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGBACK FERNCO RC SERIES OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. \ REVISION DATE CITY OF EDMONDS MAY 2018 NEW LATERAL SEWER TF PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fsf. 189� APPROVED BY: R. ENGLISH SS-202 TRANSITION 5 DRIVEWAY WIDTH O STANDARD 1/2" PANEL FULL 11 EXPANSIONDEPTH JOINTf S DEWA KE Q (TYP) SEE COE STD O DTL TR-531 = w O �I �> w OV) N Zw O6 \ w v v 3 a PLANTER / / a \ \ PLANTER CONCRETE CURB DRIVEWAY APPROACH nLINE AND GUTTER, SEE 3 SIDE SLOPE (TYP) O8 COE STD DTL SLOPE AS NEEDED TR-520 TO MATCH PLANTER DRIVEWAY APPROACH GRADES DRIVEWAY APPROACH WIDTH VARIES O 5' MIN 8'-12' 2' MIN 7 SAWCUT Og 8 q` o V� 2% MAX SLOPE r, ROUNDING a \ A�/.��/✓i�/i�/i�/i�/�//�//�. a\rAAr�V�iAA�iAAid\iAAiAAia\i�\r�V��AA�VA��A.� 6" CONCRETE DRIVEWAY APPROACH 2" 5/8" MINUS CSTC COMPACTED SUBGRADE 10 SECTION A -A NOTES: ()CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2 CONCRETE SHALL BE CLASS 3000. 3 FINISH SHALL BE LIGHT BROOM. O4 FULL DEPTH 1/2" THRU EXPANSION JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT. MAXIMUM EXPANSION JOINT SPACING IS 10' CENTER TO CENTER. WHERE DRIVEWAY WIDTH IS LESS THAN 20', EXPANSION SHALL BE PLACED AT CENTER OF DRIVEWAY. O5 DRIVEWAY WIDTHS TO BE CONSISTENT WITH CITY STD DTL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE ADJACENT RAMPS. O6 A MINIMUM 4' RAMP TO BE INSTALLED UNLESS APPROVED OTHERWISE BY CITY ENGINEER. 7O FULL DEPTH 1/2" EXPANSION JOINT REQUIRED BETWEEN CURB AND DRIVEWAY APPROACH. O8 MAINTAIN 1/2" LIP AT GUTTER ADJACENT TO DRIVEWAY APPROACH. O9 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. 10 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 11 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. REVISION DATE DRIVEWAY APPROACH JANUARY 2018 CITY OF EDMONDS TYPE III TPUBLIC WORKS STANDARD DEPARTMENT DETAIL Fsf 1Soo TR-543 APPROVED BY: R. ENGLISH 5-1 1" BATTER R=1" iv 0.05 FT/FT a 4 4 2' MIN SAWCUT SEE NOTE 10 18" STANDARD 6"-5/8" MINUS CSTC SEE NOTE 11 MINUS CSTC STANDARD TYPE "A" CURB/GUTTER (NOT TO SCALE) HMA 4" OR MATCH EXISTING, WHICHEVER IS GREATER SEE NOTE 12 NOTES: 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 12. ALL VERTICAL EDGES SHALL BE TACKED. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT JB9- 1/2" EXPANSION JOINT MATERIAL 4" MIN-6" MAX 3' x 3' x 3.5" THICK CONCRETE PAD AROUND HYDRANT 1 CY 1-1/2" WASHED ROCK. 1' MIN ABOVE DRAIN HOLES AND AROUND HYDRANT TO BOTTOM OF DITCH LINE. COVER TOP AND SIDES WITH MIRAFI 160N OR APPROVED EQUAL. REVISION DATE CONCRETE CURB JANUARY 2018 AND GUTTER STANDARD DETAIL APPROVED BY: R. ENGLISH TR-520 fMOUNT HYDRANT PLUMB PROVIDE 3' MINIMUM CLEARANCE AROUND HYDRANT I --4" STORZ ADAPTER UNDISTURBED EARTH-f 12"x12"x4" CONC. BILK. J/ HYDRANT CONNECTION PIPE TO BE DUCTILE IRON CLASS 52. ANY INTERMEDIATE JOINTS TO BE RESTRAINED DOUBLE SIDED BLUE RV 1lJ RAISED PAVEMENT 18" MIN-24" MAX MARKERS ABOVE FINISHED ALIGN VALVE BOX EARS GRADE ` PARALLEL WITH THE FINISH GRADE �(/ WATER LINE IT SERVES 4„ 6" R.W. CAST IRON ADJUSTABLE _VE VALVE BOX TEE WITH :D JOINTS FLANGED FLANGED OR CO NECTION CONNECTION OM FOR HYDRANT TO VALVE VALVE -THRUST BLOCK 10 MIL PLASTIC BETWEEN BLOCK & TEE 2" MIN CLEARANCE a BETWEEN . BLOCKING AND a BOLTS a THRUST BLOCK NOTES: 1 1. HYDRANTS AND ALL MATERIALS TO BE IN ACCORDANCE WITH CITY OF EDMONDS APPROVED MATERIAL MODIFICATIONS LISTINGS. 2. CONSTRUCT 3' X 3' X 3.5" THICK CONCRETE PAD AROUND HYDRANT PIPE. HYDRANTS SET IN CONCRETE REQUIRES AN EXPANSION STRIP AROUND HYDRANT BARREL. IN ADDITION, THE INSTALLATION OF THE HYDRANT ON PRIVATE PROPERTY SHALL EQUAL OR EXCEED STANDARDS SET FORTH FOR THE INSTALLATION OF PUBLIC FIRE HYDRANTS IN THE CITY OF EDMONDS. 3. ALL HYDRANTS SHALL HAVE A 6" MECHANICAL JOINT (MJ) BASE. TRAFFIC MODEL PROVIDED WITH (2) 2-1/2" HOSE NOZZLES AND (1) 4-1/2" NATIONAL STANDARD THREAD (NST) PUMPER NOZZLE WITH 4" STORZ QUICK COUPLING ADAPTER. 4. PUMPER PORT SHALL FACE THE STREET OR ROADWAY FOR FIRE ENGINE ACCESS. 5. THREE FOOT MINIMUM LEVEL CLEARANCE SHALL BE MAINTAINED AROUND HYDRANT WHEN PLACING LANDSCAPING. 6. FIRE HYDRANTS SHALL BE PAINTED SAFETY YELLOW BRAND: KELLY MOORE (1700-63 SUNBURST YELLOW) OR APPROVED EQUAL. 7. RAISED PAVEMENT MARKER TO BE PLACED 4" FROM PAVEMENT C/L OR PAINTED LINE ON HYDRANT SIDE OF ROAD. 8. FIRE HYDRANT LOCATION SHALL BE SHOWN ON THE PLANS AT A LOCATION APPROVED BY THE CITY ENGINEER. REVISION DATE CITY OF EDMONDS JANUARY 2018 FIRE HYDRANT ASSEMBLY PUBLIC WORKS STANDARD DEPARTMENT DETAIL s } gyp APPROVED BY: R. ENGLISH WA-100 CV No c(o 0 0- I m N 2 LL z O O Q N O W Q > o m w H z p W w J Q 0 W 0 Q ( (/) 0 0_ Q m T W L U � g00 00 W � _ z=3iN W ~ N C-4 U) zl:2L0 Q Lo w 0 N U Q:� C/) W W W O Z = a 0 00 N o I o Z Z w 000 :2 N :2 w 0 0 0 al y O 0 I = M CD 0 CD N >' 4rn© 00G,00 +0)0� N 00 �a z� �° �=z J CA 0 00 co ma- � L�t W� w APPROVED FOR CONSTRUCTION (D V) w CITY OF EDMONDS m mzz w O DATE: < w Q Z BY: a- w CITY ENGINEERING DIVISION N R.O.W. FINISHED GRADE II II = METER SUPPLIED BY CITY BALL VALVE (Z II II Li � �/ C LJ DIRECTION OF FLOW A D J PROPERTY LINE 0 MATERIAL LIST: O 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) DUAL PURPOSE UNION MIPT X CTS COMPRESSION FITTING BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1" OWHEN 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 0 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S 0 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 OH FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT OI 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE OJ SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING O WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) OL 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 OM 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 WA CITY OF EDMONDS 3/4"-1 " AUGUST 2019 TER SERVICE PUBLIC WORKS INSTALLATION STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA-1 30 SEE CONTRACT PLANS \� 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 CURB AND GUTTER CURB RAMP 4'- 0" MIN. - _7 SEE CONTRACT PLANS FACE OF CURB SE 1 /4, SEC. 31, T. 27 N., R. 4 Eel W.M. NOTES 4'-0"MIN. - /\ (IN) EXPANSION SEE CONTRACT PLANS 1. At marked crosswalks, the connection between the landing and the PEDESTRIAN CURB SEE NOTE 9 JOINT (TYP.) - SEE PEDESTRIAN CURB -- roadway must be Contained within the width of the Crosswalk markings. STANDARD PLAN F-30.10 LANDING ' SEE NOTE 9 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. SIDEWALK 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- nances on any part of the Curb Ramp or Landing, or in the Depressed SIDEWALK Curb and Gutter where the Landing connects to the roadway. 3" R. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and CURB AND GUTTER Pedestrian Curb details. t CURB RAMP CURB RAMP DETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. DETECTABLE WARNING SURFACE - 4'- 0" MIN. - SEE STANDARD PLAN F-45.10 See Contract Plans for width and placement of sidewalk. SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include DEPRESSED CURB AND GUTTER 1 P FACE OF CURB DEPRESSED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, CROSSWALK CROSSWALK Pedestrian Curb, or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise shown in the Contract Plans). When applying the 15-foot max. length, PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW o the running slope of the curb ramp is allowed exceed / Use a single TYPE PARALLEL A SEE STANDARD PLAN F-45.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to matctc into nto the sidewalk 4-a'MIN. over a horizontal distance of 15 feet. Do not include abutting landing(s) in SEE CONTRACT PLANS GRADE BREAK the15-foot max. measurement. When a ramp is constructed on a radius, the 15-foot max. length is measured on the inside radius along the back of the 1OCONTRACTION JOINT (TYP.) -• SEE STANDARD PLAN F-30.1 a SLOPE walkway. FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. * _ COUNTER TOP OF 5 ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8-14. w DEPRESSED CURB AND GUTTER - 9. Pedestrian Curb may be omitted if the ground surface at the back of the CEMENT CONCRETE PEDESTRIAN CURB �- SEE NOTE 9 a LANDING SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb > AND NOTE 6 Ramp or Landing and there will be no material to retain. SECTION O 4' - 0" MIN. 15' - 0" MAX. (TYP.) LEGEND SEE CONTRACT PLANS SEE NOTE 7 — SLOPE IN EITHER DIRECTION SIDEWALK 41. SIDEWALK 15' - 0" MAX. (TYP.) SEE NOTE 7 GRADE BREAK _1 .., *tea 4'-W MIN. 15- - 0" MAX. (TYP.) GRADE BREAK 1.5% OR FLATTER RECOMMENDED FOR CONTRACT PLANS SEE NOTE 7 GRADE BREAK DESIGN/FORMWORK (2% MAX.) * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ GRADE BREAK , FORMWORK (8.3% MAX.) -SEE NOTE 7 �It? CURB RAMP LANDING 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE — PARALLEL A" PAY LIMIT - SEE NOTE 6 %\ / CURB RAMP ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT CURB RAMP PEDESTRIAN CURB - _� LANDING SEE NOTE 9 SECTION O (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT - SEE NOTE 6 T ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT 3/8" (IN) EXPANSION JOINT (TYP.) - T SEE STANDARD PLAN F-30.10 �eC28680 l S TgR�O ONAL 't Zeller, Scott Jun 24 2016 7:19 AM PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Carpenter, Jeff eQVCOLi pt, Jan 29 2016 2:27 PM _ STATE DESIGN ENGINEER Washington State Department of TransporMtion N N c00 o I m N 00 Lr_ Z o O N W Q � o m w � Z o LLI Q LIJ Q m W Q U) 0 a_ Q m V) Z O (n w W Q 0 O Z o�nQL oQQ WCZ, z U,oQ (Z) U) �Zo U�P) n V, LrJ L0 U r- g00 00 nCY) z=�N LrJ ~ NN(/)� z1�LO � Q Z L0 z O LLIg c) ft��(a� (/) (/) I_ LLI LLI :2 LLI O ry _ ~ to Z = H Q O n N 0 0 0 1 0 w :2 N of 000 m LLI 00 LLI APPROVED FOR CONSTRUCTION CITY OF EDMONDS 0 W DATE: < Q w w BY: Er CITY ENGINEERING DIVISION w i 31 r.. ;_ rn o to 0 O O I � � O v SON >' N�Mrn� o ^ I 00 LO0)oto a>i a0o¢ 4c0 Z JLd w NH0 (002 COQ� m5�L3* W o' w (D w 7� z 7 Q 7— LLI ■W-3 1: 0 I I 8\AV Gy I I I M � o � O m nc z rri z 0 o O ll` U� o o C z O Z PREPARED BY 8627 NE 180th St. a e BOTHELL, WA 98011 PHONE: (206) 303-7639 A ICI S T E Y FAX: (425) 658-9203 E N G I N E E R I N G EMAIL:benanstey52@yahoo.com :T W dc, d!� � C4 C T 1 ROAD I WORK AHEAD I PROJECT: EDMONDS TOWN HOMES 8029 — 238TH STREET SW EDMONDS, WA CLIENT: RUOYUN ZHEN 1371 — 247TH PLACE SE SAMMAMISH, WA 98075 (425) 533-1 121 AGV3HV NNOM 4VOH aV3HV IO avow 0 3NV13NO II II II II �� --.I LH of0 C4 ■ NO. DATE TRAFFIC CONTROL PLAN I I. I I I ° ° ° I / SOth CT W — Ilr� I ■ II ■� g I I ■ � I cn ao D I rri I■ I I 8�q � c � I I — 0 0 I ONE LANE ROAD AHEAD 0 C I 79th AV W I ROAD WORK AHEAD Y IV v �� REVISIONS BY APVD DATE JAN 2021 SCALE JOB# AE 2018-60 DRAWN BY SH APPROVED BPA SHEET 12 OF 12 1 21 Jan 2021 1 Drawing Name: L:\Scott temp\HeegE\Anstey\AE\2OO12AE\Eng\Final Plots\Fine Grading\12_2OO12AE_k.dwg Last Opened: Jan 21, 2021 — 12:26pm by scott