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Sharma Civil Drawings 03.30.20[3]SHARNAA RES 15712 72ND AVE W EDMONDS, WA 98026 OWNER AMIT SHARMA 1737A NW 60TH ST SEATTLE, WA 98107 TAX PARCEL NO. 0051300002411 LOT SIZE 22,606 SQ FT LOT COVERAGE CALCULATIONS BUILDING FOOTPRINT: 2,667 SQFT COVERED DECK: 1,158 SQFT WALLS (135 LF > 3' HT x 8") 91 SQFT TOTAL: 3,916 SQFT (17.3%) HEIGHT CALCULATION A: 260.0' B: 275.5' C: 263.0' + D: 253.0' 1051.5' / 4 = 262.90' AVG +25' ALLOWED = 287.90' MAX HEIGHT ACTUAL BUILDING HEIGHT = 287.50' SURVEY INFORMATION (REF. MEADOWDALE ESTATES PLAT) VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM-1988 HORIZONTAL DATUM NAD 83/91 WASHINGTON STATE COORDINATES -NORTH ZONE HORIZONTAL DATUM PROJECT BENCHMARK: FOUND 4"x4" MON IN CASE W/ 1-3/4" BRASS DISK W/ PUNCH, DOWN 0.3', AT THE INTERSECTION OF LUNDS GULCH ROAD AND 158TH STREET SW ELEVATION = 100.85 FEET. BASIS OF BEARING THE MONUMENTED CENTERLINE OF 156TH ST SW. BEARING = N 88'42'22" W REFERENCES SNOHOMISH COUNTY RECORD OF SURVEY RECORDED UNDER AF NO. 9704075002. SNOHOMISH COUNTY RECORD OF SURVEY RECORDED UNDER AF NO. 200608035307. SW 1 /4, SECTION 5, TOWNSHIP 27 NORTH, RANGE 5 EAST, W.M. DENCE FOUND NAIL W/ Y & WASHER SET IN POTHOLE (MAY 2013) RETAIN TREE ALL TREES TO BE REMOVED EX CB � / i i ON -SITE UNLESS NOTED RI 28 16 � I I OTHERWISE �''T � ob �� �� N I I272146 (1210)PV� N,S N w N ti ti h � co co co �a I �- � �I I CORNE �OF CHAIDQ LINK/ ENCC �� `j i _ / N N N ! 4' GAP IN FENCE / / \ I I� 0.3 SO H OF/ PROPS AE / / I I I DECK/ o DUE TO TREE/ / / 2440 I I AND 160.9' WEST/OF NOR EAST S�R CJPLCULMEDI PROIPERTY/CO NER / / I I N -�� I / _vwi / DACE X �88'42Z2" E� 158. ���I \ \ \ / / / _OVE'� N W LLGRADE I / EST Or �- I / \ \ � F �-I- F I I N88'20' v' 2 THIS A / R/F g // I �� V A�PbINTV A V A CO`VER�D -� ,DECK ABOVE \ / I •�j `/�. \ V A �A� \ \ \ �� � PATIO PROPOSED SF / \ \ N \ I « I \ SE A 0 6 V A_ a -o GI;ARAGE �FFE=2�7.0 I / I F BASEMEN I FFE-258.0, A \W�LL MAIN FF=267.� I \ I F a UF)PER FEE=277.0 \ / \O\(ER\31 \ V A I \\ \ \ E EX V $ \ I ° ENIFRY 267\0 \ \ \La \ oo a v I \ \ V A \ Ira a \ y \ 56' SFM \ \ 50\ vrn \ \ENTRY\ ° v a I G P \ ' �6PC� \\ \ vv �258.0 a \ \ WI I , \ � I ADO E E \\I � `GARAGE �. ss GARAGE\ / I I F- ENTRY 259,0 INaRT \ / \ pF THIS PgINT / 1 EM POLE /243. \ N��cl\j ICVCID 04* =216.3' 2i\ .8 '(6'10)PYC NE \\ \\ \\ \\ _ _ _ \\ \\ \\ �\ \\ \\s 21.2 (12 0)D�W 21 .5�'(12�'0)C �P SE01 \ \ \ \ \ \ \ \ \ \ c dl 5�\ -6\ �\ so �_D\ \ \ N SITE PLAN SCALE: 1" = 20' L 7 " cv II �....... ... I N.., ......... 1 / -�84.0:..:.:.:. �l W ......:.:.:. �0 M AT s.E ./kl . jiV.G V L PER. :ST lJ TIJR. \IPv 8 ;.'. I. ..'..'...'... .. . .. . . \'.'.. '.. A.L...:.:.:..:.:..:.:.:.:.. . . v ; EXIST RA .E EX SSMH RIM=279.74' IE=269.33' 8"N IE=268.83' 8"S EX CB RIM=278.71 IE=269_56'(12"0)1 RIM=273.07' IE=270.32'(8"0)P` EX CB RIM=281.15' IE=278.05'(4" 0)P\ IE=276.25'(24"0)1 EX CB RIM=270.63 IE=264.38'(12"0)PVC t 1....... '..'.' IE=263.63'(12"0)PVC S IE=267.53,(8" 0)PVC NV A* ':;:�..:.'.:.:....:.:.'1'.:.:.' '.:.'.... FLOWLINE OF 7.' THICKENED EDGE I 0 O 5A 5- N cn........EX C13 2..:.:.:..:.:.:....:... ...... RIM=262.66' \ ..... IE=255.76'(12"0)PVC N IE=255.86'(12"0)PVC S �. IE=256.46'(6"0)PVC NE \:: EX CB ...'_.".'....' RIM=266.32 ,., �' ' ' ' ' ' IE=264.22, 4 0)PVC E 3... IE=263.02 24 0)PVC S ...1.. ... .... :.. Wm EX SSMH RIM=260.10' N IE=250.03 ' 8"N :;- `:.:. :::: '.............. IE=249.94' 8"S EX CB RIM=255.99' ac I I I a 0 10 20 40 BASIS OF BEARING N88'4222 "W 659.98' CALCULATED POSITION OF MONUMENT I NOT VISITED THIS SURVEY (MAY 2013) PP 0051 I I FOUND 3" BRASS DISK W/ 'X , DOWN 0.6' (MAY 2013) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DINE: BY: CITY ENGNEERING DIVISION = 0_ qrw�E� ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI L CA OF WA&W �cn _ • 25385 �IONAL 03/ 30/ 2020 J J Cn U aLLJ ~ m cn Q J a 0° w F- O U = ,) w w w H w Z O o a cn a U 00 00 Q1 O Ld I- r-1 r- r_� O Q p 00 a) r-1 m O 00 O Y Q DESIGN: VD DRAWN: ATD CHECK: JPU JOB NO: 18044.20 DATE: 08/21 / 1 8 W N W 00 Z W 0 < < (n p 3:: Z Cy- N J Q o CL N Z O W a�:2 F_ W � � o N SHEET: SW 1 /4, SECTION 5, TOWNSHIP 27 NORTH, RANGE 5 EAST, W.M. SHARMA RESIDENCE 15712 72ND AVE W EDMONDS, WA 98026 OWNER AM IT SHARMA 1737A NW 60TH ST SEATTLE, WA GENERAL NOTES CONSULTANTS UTILITY PURVEYORS ARCHITECT CIVIL ENGINEER WATER/SEWER/STORM NATURAL GAS FIRE GREEN CLOVER HOME DESIGNS CG ENGINEERING CITY OF EDMONDS PUGET SOUND ENERGY FIRE DISTRICT ONE 18362 56B AVE 250 4TH AVE S, SUITE 200 121 5TH AVE N PO BOX 91269 12425 MERIDIAN AVE SURREY, BC V3S6G8 EDMONDS, WA 98020 EDMONDS, WA 98020 BELLEVUE, WA EVERETT, WA 98208 778.889.0002 425.778.8500 FAX 778.5536 425.551.1200 CONTACT: JARED UNDERBRINK 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) 2019 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 ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. POWER TELEPHONE SNOHOMISH COUNTY PUD COMCAST PO BOX 1107 15815 25TH AVE W EVERETT, WA 98206 LYNNWOOD, WA 98087 425.783.1000 19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 20. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 22. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 23. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 24. 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. 25. 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. 26. 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. 27. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 30. 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. 31. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. LEGAL DESCRIPTION MEADOWDALE BEACH BLK 000 D-11 LOT 1 CITY ED SP NO PLN2014-0015 REC AFN 201612095001 BEING A PTN LOTS 24 & 25 EXST PLAT DATUM NAVD 88 CAUTION1 BURIED UTILITIES EXIST IN THE AREA AND UTILITY -; © INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 HAUL ROUTE TO SITE (APPROACHING FROM SOUTH): FROM 1-5, EXIT 181A FOR 44TH AVE W, LEFT ON 44TH AVE W OR (APPROACHING FROM NORTH): FROM 1-5, EXIT 181 ONTO 196TH ST SW WESTBOUND, TURN RIGHT ONTO 44TH AVE W LEFT ON 168TH ST SW, RIGHT ON 66TH AVE W, CONTINUE WEST ON MEADOWDALE RD, RIGHT ON 68TH AVE W, LEFT ON 160TH ST SW, CONTINUE NORTH ON 70TH AVE W, CONTINUE WEST ON 156TH ST SW, LEFT ON 72ND AVE W. FROM SITE: NORTH ON 72ND AVE W, RIGHT ON 156TH ST SW, CONTINUE SOUTH ON 70TH AVE W, CONTINUE EAST ON 160TH ST SW, RIGHT ON 68TH AVE W, LEFT ON MEADOWDALE RD, CONTINUE SOUTH ON 66TH AVE W, LEFT ON 168TH ST SW, RIGHT ON 44TH AVE W. CONTINUE SOUTH ON 44TH AVE W TO 1-5 SOUTH OR TURN LEFT ONTO 196TH STREET SW THEN TAKE EXIT TO 1-5 NORTH. NOTE: CITY MAY REVISE AS APPLICABLE BASED ON VEHICLE SIZE 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 CONTROLNOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATIONOUTSIDE 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. 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). 8. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 9. 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. 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. SHEET INDEX C1.1 COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL PLAN C3.1 GRADING & UTILITY PLAN C3.2 I GRADING & UTILITY DETAILS ,.,us Gulch F Courthouse Dogs 9 Victory Cigery 'zf'n `•'s^' 3 5 s o Bernard Fordo wraPRa Education Services Hffines WWI Park a4 d` Pear Press Q 2 s ritVa Corporation Q N" w a164th 11 Meadowdale Q .� Community Clubhouse a' VICINITY MAP NTS = PROJECT SITE LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE - - - - ABN ABANDONED MIN MINIMUM ADJACENT PROPERTY LINE - - - - - - BLDG BUILDING BOTTOM OF WALL MJ MECHANICAL JOINT CENTERLINE BOW MON MONUMENT CLEARING LIMITS - CENTERLINE NTS NOT TO SCALE SILT FENCE X X X X CB CATCH BASIN OC ON CENTER CONTOUR LINE - - - - -100 - - - - - 00 CMP CORRUGATED METAL PIPE PC POINT OF CURVATURE FENCE CO CLEANOUT PI POINT OF INTERSECTION SANITARY SEWER LINE MANHOLE STORM DRAIN MAIN - -SS - - -Ss ---->-SS�SS- CONC CONCRETE PIV POST INDICATOR VALVE PROPERTY LINE ® © CONST CONSTRUCTION T - - SD - - - SD ----- I-SDO-SD- CP CONCRETE PIPE PT POINT OF TANGENCY STORM DRAIN PIPE - - - - - - - - - -0 CU YD CUBIC YARD DOUBLE DETECTOR CHECK VALVE ASSEMBLY DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE PIPE ROOF DRAIN FOOTING DRAIN - - - R - - - R - - - R - -R-R DDCVA PVI POINT OF VERTICAL INTERSECTION - - - F - - - F - - - F - F F DI PVMT PAVEMENT PRESSURE LINE CATCH BASIN (TYPE 1) - - - P - - - P - - - P - P P DIA DIAMETER DUCTILE IRON PIPE PVT POINT OF VERTICAL TANG. ❑ ■ DIP R RADIUS CATCH BASIN (TYPE 2) NEWEA EACH REINF REINFORCEMENT CLEANOUT o ® EJ EXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE �� �� ELEV ELEVATION RET RETAINING GRADE BREAK - - - - - - - EOP EDGE OF PAVEMENT RT RIGHT STORM DRAIN SURFACE SWALE EX EXISTING SD DRAINAGE ARROW _ FDC FIRE DEPT. CONNECTION SECT SECTION STORM DRAIN MANHOLE WATER LINE - - WA- - - WA WAWA- FIFE FINISHED FLOOR ELEVATION SDMH WATER METER ® FH FIRE HYDRANT FLANGE SIM SIMILAR SQUARE FIRE HYDRANT �yl *01' FL SQ FDC V i FT FEET/FOOT SS SANITARY SEWER PIV O • GV GATE VALVE SSMH SANITARY SEWER MANHOLE GATE VALVE g Z HP HIGH POINT STA STATION TEE , I_, HT HEIGHT STD STANDARD 90° BEND �-T ID IE INSIDE DIAMETER STL STEEL THRUST BLOCK THRUST BLOCKING o INVERT ELEVATION TB CAP CONCRETE PAVEMENT a ° L LCPE LF LENGTH/LINE LINED CORRUGATED POLYETHYLENE PIPE TOC TOP OF CURB TOP OF WALL TOP ELEVATION a TOW ASPHALT PAVEMENT LINEAL FOOT TOP CRUSHED SURFACING ROCKERY LP LOW POINT TYP TYPICAL LT LEFT VC VERTICAL CURVE SPOT ELEVATION 0/,- 20.0 f 20.0 MAX MAXIMUM W/ WITH TELEPHONE LINE - - - T - - - T - - - T - -T-T MECH MECHANICAL WM WATER METER POWER LINE - - - E - - - E - - - E - -E-E MH MANHOLE GAS LINE --- G - -- G - -- G- 1313 SIGN El APPROVED FOR CONSTRUCTION CITY OF EDMONDS BITE: IRY. CITY E#JG EENING DIVISION O C ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 -(I GUI. L 4 pF WABk � 2S'fEg'5385 'ti`'' CS �IONAL W 30/ 2020 Li L J J (n Q Q LZ w LZ z Z :2 m m C) 0 co L w U Q U a Ln w w w H w z O d cn d U 00 00 m O I- I_ � O Q N N m 00 m rn 101010 O Y Q DESIGN: VD DRAWN: ATD CHECK: JPU JOB NO: 18044.20 DATE: 08/21 / 1 8 W 3:: N O Z W 00 W 0 Q Q 0 W Z N � N Q 0 N Z O Q Ln cn LEI SHEET: 0 Z Q !^ V / W i. LI 0 W Z V / Q W \W / Z Ow w a 0 C� l. SW 1 /4, SECTION 5, _ _ / i\� I l`UKNt OF CHAIN LINK/FtNCt ) IV I _ i N CIII 4' GAP IN FENCE / / \ I I§ 0.3 SO H OF/ PROPERTY L1'NF / / I I I DECK I I DUE TO TREE/ / / , I I AND 160.9' WEST/OF NOIRTHEA�T J I S R 5' C1�AI FENCE Q I // // / / 5\ I I CALCUVD1 PROIPERTY/CORNrR / PI?-OTEc�TTREE W/ I 11I I-- ORANGE PRCITEC�IVEIBAf RIER F�NdNG RB, FENCE I X I I // / X y3' B� B WIRER Nf�F X " E� % 158.05 I - - \ / /l - I LIMITS OF CLEARINIG & GRADINP 1 I / / INSTALL SI��FENCE 2 X e'er �� �`� I I 1 I / / - \ , C, �,O I 25 ,,�� OF 0 REMOVE TREES WI \ N882Q57 /� BLEARING & GR, \ I STO��Pl OCATIO 9 SF0\ \\\\`l��WITHI24 P �, 41 N I 00 10� r / 5 NSTALL STRA \ ` \ \\ \ \ \ I \ WATTLES � \ \ � \\ � � CIA) I I \\ V A A \ \ nn v \\, :d \ .d 1 \ \ I �\ TE L GARAGE\ REMOVE IRRIGAT /ICV VALVES I I '-• . • � •'u \•.. I I I � � T�TEM POLE \ -INS 4 GBIW�TRAP ON EXISTING OUTLET I I i RIM:256.5 \ \ \We \\SFR V - QON� / / I I 6" IE: 253.0 (W) \ A \ \ \ a \ �. A \ / / / /INTERCEPTOR SWALE W/ ROCI<I f •\ �� • °a„ <\ SUf� ROOM\ { � ( 1 / � CHECK DAMNS @ 50' OCi \ • ' ..a" ' ': V A \ N 00 \ V INSTA DRAFTY CB NLET/PROTE� IN EASEME -U / o C^ \ROCKERY \ ,3�"� \3 \ \ t`.:.: ':..;:\::'(.� \\ \ N��d, I \ \ \\\\ \\ \ N62�\I \ l / S�BILIZED \ 8 NSTRUCT TRANCE \ \ ,,� I' \ •~ , •.:.'.-:: .:• I ..... ... .::..:.\: ': \ IE=2i 3.8 (6 O)PYC N'E \IE=21�.2 r(1�"O)D�IN \ \\ 'E=21 .53(12 O)C `FP SE �� �cp , \ \ 1; 22 S '� -240 \ \ \ \ \ \ \ \ \\ \ 1 \ 1 �� \ �. I ` _ =2 ;0 (��)CPEP.N1 d .l \ ' •' '.,. :I »0)1 / ' n TEMPORARY EROSION CONTROL PLAN SCALE: 1" = 20'-0" NOTES: 1. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 2. ALL DISTURBED PERVIOUS SURFACES SHALL BE AMENDED TO MEET DOE BMP T5.13. 3. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES. 4. REFER TO SHORT PLAT CONSTRUCTION DRAWINGS FOR EXISTING UTILITY EASEMENTS AND STORMWATER IMPROVEMENTS. (AFN: 201612095001). 5. FROM OCTOBER 1ST TO APRIL 30TH, ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN 2 DAYS SHALL BE COVERED. FROM MAY 1ST TO SEPTEMBER 30TH, ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN 7 DAYS SHALL BE COVERED. 6. OBTAIN A 1" WATER METER PRIOR TO CONSTRUCTION. A HOST BIB W/ ATMOSPHERIC VACUUM BREAKER WILL NEED TO BE INSTALLED AT THE BACK OF THE WATER METER BOX PRIOR TO CONSTRUCTION. 7. INSTALL TEMPORARY INLET PROTECTION TO ALL CB INLETS DOWNSTREAM, IN ADDITION TO LOCATIONS DEPICTED ON PLAN. z_ LEVEL BOTTOM -III ;,1 I ;,III _I111 I 2' MIN TOWNSHIP 27 NORTH, RANGE 5 EAST, W.M. Do I..... �,\ WV INSTALL TEMPORARY CB INLET PROTECTION ALONG 4 0 72ND AVE W, TYP O N �� IMITS \ ::..:.:...:.:. I EX SSMH IN'G, TYP RIM=279.74' IE=269.33' 8"N r� IE=268.83' 8"S "' EX CB RIM=278.71' \ IE=269.56'(12"O)PVC N,S PV �0 .... ` I EX CB �. ........I RIM=273.07' 1C, ........ .. J.'...... r, .. .WM IE=270.32 (8 O)PVC S \ ......... .�. ... .. .... ... EX CB ::':'.' :'::':':':'):': RIM=281.15' ''.'...'.'..I.'.'....'.' \:. IE=278.05'(4" O)PVC E �.'.'..'.'.�'.'.'.'..'.'.'. '.'. '.'.. IE=276.25'(24"O)PVC S Q .. W .r.'. :: :::::':': ':':' EX CB RIM=270.63 IE=264.38'(12"O)PVC N \.IE=263.63'(12"O)PVC S ...XIS IN IE=267.53'(8»O)PVC NW \ A E �. r'.. E . UT�-.-. �. . AND CA ...:1:.:.:.:.:.:.:.... FLOWLINE OF . . i.' THICKENED EDGE ............ .. ... �\� .. .................. p PRG00 'I':': �.' ' 'o' ';':':': ': I 5A 33 �'.'.'.'.'.. 0 O / ..' 3'.'.' '...' ll^^ . I. . . W ........ .. . PROTECT TREE W/ �,......'.. .. I ORANGE PROTECTIVE .. , .. _....... CtNG \ o . (.......- ST �:0 ,:.. 3:.:.: �........ .. RIM=262.66 IE=255.76'(12"O)PVC N UTILI. Y : \•:•: IE=255.86'(12"O)PVC S \ SASE N........ IE=256.46'(6" O)PVC NE ©1..05 55 CB ..:.:• RIM=266.32 ' ...... IE=264.22r 4» O)PVC E I .�3...... . IE=263.02 �24"O)PVC S :........'..'..'. �..'.'.'. EX SSMH I o RIM=260.10' I N IE=250.03' 8"N _:: ::: ;W .... IE=249.94' 8"S ... '.'...'.. �. � '.... '.... B .......' '.' EX CRIM=255.99' �;..'.'...'..:...z..:.:.:..C:. IE=251.39'(12"O)PVC N '.'.'.'.'.'.'............ .. �:. IE-251.39'(12")PVC W :� ;..'.'.'..... '.'..'.'.. .:.'.' I i IE=251.94'(6" O)PVC E \....... /'.'.'.'.'.' ..'.'.'..'.'.' PV - - I�.• PT :':':':':':':I:':':':f :':': ':':'.'.I 20 0 10 20 GRASS OR ROCK 1I- IIIIIII;.liQ1 NOTE: ROCK CHECK DAMS TO BE PLACED AT 50' OC ALONG LENGTH OF INTERCEPTOR DITCH. SEE DETAIL 7 ON THIS SHEET I 40 B SECTION A -A 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2"x2' 14GA WIRE FABRIC EGLAAL NATIVE BAdCKFIL!_ MATERIAL FILTER FABRIC MATERIAL IN CONTINOU5 ROLLS USE STAPLES OR WIRE RENDS TO ATTACH FA6I#IC^ i0 YrIREu^rt^ r'..,T' ^..._... NOTES: 1. COMRACTQR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTfZDL THROUGHOUT PROJECT- CITY INSPECTION REQUIRED ON 2- SILT FENCE T4 BE PLACED DOwNSLQPE OF CONISTR.WnON ALL EROSION CONTROL METHODS ACTWrN. BEFORE OTHER INORX CAN BEGIN CITY OF EDMONDSFILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS _ STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH -O O CITY STANDARD DETAIL SCALE: NTS CATCH EIA5IN GRATE FILTER 50CK WITH OVER FLOW HOLES (T`FPj CATCH BASIN INGTES- 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN T'ILS APPL•ICA.TiON AT A.I. TIMES MIRING CONSTRUCTION PERIOD. 2. A.W SEDIMENT IN CATCH T3ASIN INSERT SkwLL BE REMOvED WHEN INSERT IS ONE-THIRD FULL. 3, CITY INSPECTION REQUIRED ON ALL 1140510N WKftOL MMOC'S 9EFORE OTHER WORK CAN BEGIN. --°� R£Y151Gh oArE CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP - PUBLIC WORDS FOR CATCH BASINS STANDARD DEPARTMENT D ETAIL APPROVED F'Y• R. ENGLISH ER-902 STANDARD DETAIL SCALE: NTS A SECTION B-B IN 3E FULL WIDTH 3RESS/EGRESS DETAIL NOTES: 1D THE $AINiMLpM LENGTH $HALL BE EXTENIDED AS NECESSnm TO CNSLRE MATERIAL I$ NOT TFmCKED QFF SITE AND/OR INTO THE PUdIIC RiOW-IOF-WAY- ATB DRIWEWAY RAMP AND/DR 5FE ACCESS ROAD 15' WIDE AKIN, SEE TABLE BELOW FUR REQUIRED LENGTH. I- SURFACE WATER -- ALL SURFACE WATER FLOti4NC OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICk-. A MOUNTABLE BERM WITH 10 SLOPES WILL BE PERMFTTEO. 2. AUUNiENANCE - THE ENTRANCE SHALL BE MXNTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REOUIRE PERIODIC TOP DRESSING WMI ADDITIONAL CkPARRV SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDwEml- ALL SEDIMENT SPILLED, DROPPED. WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE RE AGVB IMMEDIATELY. 3, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEADI NG THE SITE. WHEN WASH ING 15 USED, IT SHALL 9E O4NE ON nH AREA 5TABILE2EI) WITH ULIAFti7Y SPAL15 AND WHICH MAINS INTO AN APPROVED SEDIMENT TRxWPRVG DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT 51ZE MIN LENGTH OF (FEET) QUARRY 5PALL5* C 1/4 ACRE 30 t F ACRE 50 [ 3 ACRE 100 -1 3 ACRE 100 t PROVIDE ATE OR ASPHALT TAA9+1SMN WHERE FIiUNTAGE ROAD IS AN ARTERIAL. - LENGTH TO RE DETERMINED 9Y CITY IKSPECTOR- CITY INSPECTION REQUIRED ON ALL EROSION CONTROL IAETFIODS BEFORE OTHER: WORK CAN BEGIN REVISION DATE CITY 4F EDMONDS5TABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE PUBLIC WORKS ST4,NDARO DEPARTMENT DETI L ':FFFnVEr F''• R. ENGLISH ER-501 CITY STANDARD DETAIL SCALE: NTS CffNTOUR LINE (TyP) Bch ANGLE TERMINAL END UPHILL 24' TO 45' TO PREVENT FLOW ` AROUND WATTLE (TYP) WATTLE TRENCH. SEE NOTE 2 STAGER r O4ERLAPS vL' qP+` l 2" MIN 5" IkA . 2"x2•■24" UN-T♦ EATEL) WOODEN STAKE (TYP) IN PLAN VIEY4 ,AREA AVAILABLE FOR SPACING V IES SE# mENT TRAPPING SEE WATTLE SPACING - TABLE (TYP) wA<rTLJ* (TYP) SEE DETAIL 2"x2N24" UN -TREATED WOODEN STAKE (TYP} LAIN MAR a° DkALTE[EE2 MIN WATTLE DETAIL I3" DIAMEMR SPACING WATTLE TABLE SLOPE MAXIMUM SPACING lII:1V 10r-D" 2H:1V 20'-a" 3H:1V 34 -4 4H:1V 44'-0" >4FFI:IV ONE" RUN ONLY NOTES-. 1. COMPOST WATTLES RECOMIAENDED ON SLOPES, USE STRAW WATTLES IN PA1rEMENT APPLICAMON. 2, ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW IDIRECT10N A90 PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-D1.3(10). 3. RLdlIIOFF SHALL 90T Ir"<L1N vmDER OR AR404D ROLL- ADoITlQNAL ST-lNp MAY BE NECESSARY TO PRMNT U NDERCUIMNC. 4. wATTLES'SHAL.L ErE INSPECTED REgGULARLY• ,AND IMMEDIATELY .AFTER A RAINFALL PRWDUOES RUNOFF, REMOTE SECIMIENT AND ACCUMULATIONS WHEN EXCEMINO 1/2 HQCHT DETMIEEN THE MP OF THE WATTLE AND THE GRDUNL SURFACE. nil T/l All / I lAnn,/ CnAI IC �� f,1•YISIQN DAT E CITY OF EDMONDS JANUARY 2018 �= PUBLIC WORKS WATTLE INSTALLATION STANDARD DEPARTMENT DETAIL IRO APPdED BY: R. ENGLISH ER-903 DEPARTMENT OF ECOLOGY DETAIL SCALE: NTS APPROVED FOR CONSTRUCTION ITS OF EDMONDS DATE: Il`Y ENGINEERING D;IVISIC11#1 O 61 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 -cj GUILr 4• of wash < 25385 SIONAL 05/ �O/ 2020 gi lwl J J N J Q 2 Q � a < � :2Z w z O N CO W w LU t: w O a cn a U 00 00 Ol O r-I r-I r-I N O Q M 0000 m\i O O O O Y Q DESIGN: VD DRAWN: ATD CHECK: JPU JOB NO: 18044.20 DATE: 08/21 / 1 8 O F Z O U Z O� V / � N O Q W p I- U Z La 00 LJ o a a >- N Q W Z Q Z N Q o O N Z � 7 L � a� O a v) � Lw w SHEET: C2ml INTERCEPTOR SWALE SCALE: 1/2" = V-0" ROCK CHECK DAM SCALE: NTS SW 1 /4, SECTION 5, TOWNSHIP 27 NORTH, RANGE 5 EAST, W.M. EX CB I / i I I I I RI=281.16' / I 272� 6 (12��)PVC� N,S I :I..:.... J C'ORNE OF CHAIN LINK/FENCE I I I _ / N00 1 4' GAP IN FENCE / I I o `� I' 4 LOPE O I I� 0.3 SO H OF/ PROPERTY AF / / / I I I DECK I e DUE TO TREE/ /RE AI N I AIND 160.9' WEST/OF N�RTh� `�25�.5 / TIOW=2�4.0 I I S�R I -CfiAI }� FENCE / / DislxU I C1(aLCUL1ATED1 PROPERTY/CO - / I OOW=2 0� 0 = 74.2 I� / W=257.5 / / I I 1 I� AMEND DIS URBED SOILS. LAWN BETWEEN EG- 59.5 �G=J64. • X X I / / EG=274. / % �I WALLS AND HOUSE. PLANTER BED RBA FENCE I I 1 r� / �' BSA B WIRES NC �" E�' 158.05 O�,I! \ \ \ / / - i BETWEEN ALLS AND PROPERTY LINES t\"k TOW=275.6 d, + ..;... ` < I loo // I I I Q REMAIN; CONC WALKWAY TO � O <r \ < TCyW=257.0 \ \ BOW=267.b r, :�: ASP ALT THICKENED EDGE TO / I , I I / / --� - - oo N v \ V A VBOW=252.4 \ \ I `-', / EG=27715 ,�° �' '. EG-252.4 I I �MEET AT TOP OF BACK OF THE /\IF F FBF ASPHALT THICKENED EDGE ,,G\��\I,I - N8820 2 \ \ \ \ ST��P� , 7.oEX SSMI q �' \ / I \ ARCH�TYP �` R/F \ EG=27 .0 RIM=279.74' TOW-275.0 IE=269.33 8 N ROOF & BOW=266.0 T. UV RA TYP/ � \FOOTING ° �I \ \�EG-275.0 \.. .....IE=268.83' 8"S \ \ \2 DRAINS0I0 \\ \ \\ .6o EX CB �j \ \ �\ TOW=25.0 GI�RAGE IFFE=257.0 A �\ ;E2750 RIM=278.71OBOW=25 .D B SEME T FFE-258. \ N,\vCN q \ IE=269.56'(12")PVC N S No cr�ss� \ \ \ G=258.0 I a I M IN FF =267.b \ F \ 1 \ \\ \\ \\ \ \ \ \ �\ a v al UPPER F E=2771.0 9.:- 0 `�' r / � \ ` \ \ \ \ \ � _ ENTR'� 1 ° °\ a 1 � .�.�..... �.... �❑ 1258.O�NTRY\ \: \° ...... ........ �. EX CB I I �, I �'� \ \ G\ \ \ a \ s ..... 0.' ........ �' \ \ \ \ \ 17.0 \ �... ®. I RIM=273.07' ...........1..... ..... . o r \ 7s \ •WM IE=270.32 (8 O)PVC S \ PTO = 75.0.......'.' .'.'.'.'. \ \ I 1 1 \ \ \ \ \ \ \ \ \ a \ \ o \ ° O_ =. 66-7::::::':::':'::::.:..)::: EX CB \ I I 56 SFM \ \ \ \ \ \ EG.: 7 .7.'.'.'.'..... ..'....... RIM-281.15 I I a\ 2• / I G P \\ \\\ \ v II fA , \ I I I \ .0�� 5 E y / \ \ \ \ \ 7\YPE�I C�6 \ \ \ V I ` TOW= 74.0I::::::::.:. IE=278.05 (4 )PVC E \ N� E \ \ \RIM=256.5 \ \ a \\ O: _.:6:5: .\ IE=276.25'(24"O)PVC S A(6"E)L253.0\ \ \ ENTRY \ I EG. 27 .6_ r., I J °• .. ' \ \ I WV)-253 0 \ TO _. jp DRY UTILITIES TO \ \ \ \ \ 258.�9 �o �... .. . �' \ \1 (`4' I(S),=53. \ a \ BO _ SITE OFF EXISTING \ \ SCO 266.0 \ 2 4::::::: DRY UTILITY TRENCH I \ I \ \ \ \ s\ ss \ E=25\3.50 MAX _. EX CB \ 26s I VI RIM=270.63 \ I I s N E TIS� F \ GARAGE IE=264.38' 12"� PVC N GARAGE\ ,° / \ T R S�UBI I I I �� F ENTRY \ \ I I . ................... ,( „ ) 257.0 \ � \ . ... , ....E r.5fi ...:... SI IE=263.63 (12 O)PVC S °. I \ �. ; A ER T . 3: I IE=267.53 (8 )PVC NW 57.0 \...; NE .1. S FT P. R .. B. F IN OF lam? W : TR CE 1NI E LOWL E �, I IT I 2�56.2 / m ( o a 1 OW 2 THICKENED EDGE 1�fEM POLE I g r, \ a I / I : B W= b6: ' =_­4G. \ SFR \ �pN� / I I \ QN� \ \ \ 2 1.30 °'�•I: \ \ P / / I I I / URB \ C All LL B ,I =2156. ...:.'. O5�\ \254.5 I / 3'.'. 0 \ \� SUf� ROOM\ I 1 ( l / / / \ /DRY LITI S \ w \�6 �° N ('o a° 2ND \FLOOR \ I \ \ I / BY OT \ \ \ \ �6 �� d '.. - ::oo:::. . . �•�.. v � I � I A \ / v ova � � .. .'.'. 66 LF ^ 6" PVC @ 2% MIN \ \ � N N :� -. EX C13 \ \ \ , RIM=262.66' \ \ \ RUNOFF FROM DRIVEWAY \ - \ 2 . ,E . IST. 0.Q '.'.'.' .... ... . '. t1.5 ROCKERY , "� \ �3 \ TO CB IN SHARED PRIVATE \ \ \ �� , . IE=255.76'(12")PVC N \ - \ \ NC DRIV A TIL1 Y ..:.:.:..:.:..... .. . \ / \` N�1�°d�3I I \ \ \ \\ DRIVEWAY \ \ ,y2�\ \ l �/ :.:.:.\:': IE=255.86(12 )PVC S \ SEIE. IE=256.46' 6"OPVC NE 20y/ .. ........... ...... \. \ \ \ \ EX CB RIM=216. 3' I \ \ \ \ 1 SSCOIL 25216 \ \ \ Est / / \ ..'.. '.'\.. ' .::� IE=2i3.8 ' 6'I� P C NE \ \ \ \ \ \ C3.2 6 SEWER CLEANOUT�SHALL\ \ \\ \ T C.:::::::.::::: RIM=266.32 „ \ \ \ ,( ») \ - __ HAVE 12" CAST IRON y IE=264.22 4 PVC E IE=21 .2 1 D W \ \ \_ - \ \ \ \ 14S �L .'LT.P TC .. , \. \ - ,( ) \ \ _ - LAMPHOLE COVER W/ 1�2" \ .P E IS S /v B 3.. IE=263.02'�24"O)PVC S } \ HEX BOLT, \ \ \ \ \ \ \ �• 0 0 \ ,. �\ \ v n'� 24o \ \ \ \ \\WM EX SSMH \ \ \�- \ u \ \ \ 30 L� ^ 6„ PVC \ k \ I o RIM=260.10' \ \ \ \ \ \ 2 C N E'CT O SIVIH ..'. , �O \ \ \ \ \ S6 I IE=250.03 8 N I NSN �°25 C3 IE=249.94 8 S `� \ '\ � � •.-• �•: •......�1�• � \ 1 � \ � \ STREET II\iIPROVEMENT� .•. � .•. , S 3MhETED.AS PA:RTOF .:,: � .::' : C:.: RIM=255.99 ,....... ..:: e IE=251.39'(12")PVC N .. �;.�•..:, �........: - CM=2 80 ,, ,- .. •� � ,....... .. �... IE=251.39 (12 )PVC W \ \ .... IE=251 9 C E ��Y':�� + ,;`.�; � Off` . ........ � ... . I o fir'.`..... :.' �..�'- N �1. I r GRADING AND UTILITY PLAN SCALE: 1" = 20'-0" NOTES: 1. ALL DISTURBED PERVIOUS SURFACES SHALL BE AMENDED TO MEET DOE BMP T5.13. SEE 4C/3.1. 2. 3' SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) AND SEWER, WATER AND STORM AND 5' FROM ANY CITY MAIN LINES. A MINIMUM OF 10' OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND SEWER LINES. 3. DRIVEWAY SLOPES SHALL NOT EXCEED 14%. 4. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR, NOT THE CITY OF EDMONDS. 5. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES. 6. REFER TO SHORT PLAT CONSTRUCTION DRAWINGS FOR EXISTING UTILITY EASEMENTS AND STORMWATER IMPROVEMENTS. (AFN: 201612095001). 7. BED & TRENCH PIPING PER 2C3.2 & C3/C3.2. 8. WATER METER MAY BE USED FOR WATER ACCESS DURING CONSTRUCTION BUT A NEW WATER MATER SHALL BE INSTALLED TO ACCOMMODATE FIRE AND DOMESTIC SERVICE. 9. TRAFFIC CONTROL NEEDS EXPECTED TO BE MINIMAL FOR UTILITY PATCHING. SEE 5/C3.2 & 6/C3.2 FOR SHOULDER WORK AND LANE CLOSURE ON LOW VOLUME ROAD. 10. FIRE SPRINKLER CONSULTANT TO VERIFY WATER METER AND SERVICE SIZE. 11. WORKED SLOPES SHALL NOT EXCEED 2:1. 12. WATER SERVICE LINE TO BE INSTALLED PER CITY WATER SERVICE LINE HANDOUT E-86. 13. ALL SEWER TO BE GASKETED SDR 35. WALL CALLOUT LEGEND TOW=TOP OF WALL BOW=FINISHED GRADE AT BOTTOM OF WALL (DOES NOT INCLUDE FOUNDATION DEPTH) EG= EXISTING GRADE (PRE SHORT PLAT) *= TOW MUST BE <3' ABOVE EG **= REFER TO STRUCTURAL FOR WALL DESIGN IMPERVIOUS SURFACES ROOF 2,667 SQ FT DRIVEWAY 1,530 SQ FT WALKWAYS 2,610 SQ FT II TOTAL 6,807 SQ FT II GRADING QUANTITIES TOTAL EXCAVATION (CUT) - 700 CU YDS TOTAL EMBANKMENT (FILL) - 750 CU YDS TOTAL 1,450 CU YDS THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. 20 10 20 �o 40 4" DIA PERFORATED PVC PIPE WITH 6" OF 1" MINUS GRAVEL 8" MIN FROM WOOD. ALL AROUND, WRAPPED IN SEE STRUCTURAL DRAWINGS NON -WOVEN GEOTEXTILE FABRIC, SLOPE AT 0.5% MIN. TURN DOWN PERFORATIONS AS SHOWN O C I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 6" DOWNSPOUT TIGHTLINE TO FINISHED GRADE ° a I I� CONVEYANCE SYSTEM @ 0.5% MIN. PLACE NEXT TO FOOTING _ DRAIN OR AS SHOWN ON - - -� GRADING & DRAINAGE PLAN =1 I < ° (CONTRACTOR MAY LOCATE ON 4 MIN CONCRETE EITHER SIDE OF FOOTING DRAIN) O ° 0.0 (BROOM FINISH) O° O o O o ° ° 2 PCs GUM ° p� oe o o, o o, o o, CRUSHED SURFACING �� �F WA& p ° 0 o a - } oo po po TOP COURSE �w LINE OF MAX EXCAVATION. Oo O 0 0 a �+ 00000 00000 00000 00 ti� IF SOIL IS OVEREXCAVATED, O O 0°u o < REPLACE WITH LEAN MIX 0 0 oO o III-III-III-III-III=III-I SUITABLE NATIVE MATERIAL II I III III II I II I FILL; TOP 12 COMPACTED TO A CONCRETE o 25385 �p r III-IIIIIIIIIIII I MINIMUM OF 95% RELATIVEISTEg NOTE: FOOTING I I I III III -III I -III COMPACTION USING AASHTO '10 A1. 2' COVER FOR PIPE UNDER 1 III=III=III=III=III=III= T-180 (ASTM D1557). DRIVEABLE SURFACES AND 1' i UNSUITABLE NATIVE MATERIAL 03/30/2020 UNDER LANDSCAPE AREAS. 1 SHALL BE REPLACED FOOTING AND ROOF DRAIN SECTION SCALE: NTS AT THE END OF PROJECT, ALL DISTURBED AREAS MUST BE AMENDED PER THE SOIL AMENDMENT DETAIL AND PROBE TO 12-INCHES AT THE SITE FINAL INSPECTION. PLANTING BEDS TURF (LAWN) AREAS 2"-4" MULCH 3" OF COMPOST INCORPORATED INTO SOIL TO 8" DEPTH SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE), OR AS DETERMINED BY THE CITY SOIL AMENDMENT SCALE: NTS EXTEND TRIMMER BARS FULL LENGTH OF ADJACENT REINF (TO SUPPORTS) CORNER BARS: (1) #6 x 5'-0" FOR WALLS W/ (1) LAYER OF REINF OR (2) #6 x 5'-0" FOR WALLS W/ (2) LAYERS OF REINF TYPICAL AT EACH CORNER HOOK TYP HORIZ AND VERT WALL REINF AROUND TRIMMER BARS, TYP N o C7 vi z G) z vi w - a o O TRIMMER BARS: PROVIDE 1/2 OF REINF INTERRUPTED BY OPENING AT 3" OC EA SIDE. 0" - - _ -- - 8„ 12" TYPICAL CONCRETE SECTION SCALE: 1" = 1'-O" NOTES: 1. POST CONSTRUCTION SOIL AMENDMENT IS REQUIRED ON ALL AREAS NOT COVERED BY IMPERVIOUS SURFACE WHERE SOIL IS DISTURBED DURING CONSTRUCTION. 2. SOIL AMENDMENT MUST PASS A 12 INCH MINIMUM PROBE TEST. NON -DISTURBED AREA (ND): VEGETATED AREAS THAT WILL NOT BE SUBJECT TO LAND DISTURBING ACTIVITY (SEE D) DO NOT REQUIRE SOIL GRASS: SEED OR SOD AMENDMENT IF THEY ARE FENCED AND CONTINUOUSLY PROTECTED THROUGHOUT CONSTRUCTION. THE FENCING MUST BE IN PLACE AT THE FIRST GROUND DISTURBANCE INSPECTION. NO DISTURBANCE, INCLUDING VEHICLE TRAFFIC OR MATERIAL STORAGE, IS ALLOWED IN THESE AREAS UNTIL FINAL INSPECTION. 1 3/4" OF COMPOST INCORPORATED INTO SOIL TO 8 DEPTH SOIL AMENDMENT AREA (SA): AREA (TURF AND LANDSCAPE) THAT MUST BE AMENDED PER THE SOIL AMENDMENT DETAIL AND BE LOOSENED SO IT WILL PROBE TO A DEPTH OF 12 INCHES PRIOR TO SITE FINAL INSPECTION. THIS INCLUDES AREAS IMPACTED BY CLEARING AND GRADING, SUBSOIL SCARIFIED 4 STOCKPILING, SITE ACCESS, PATHWAYS AND MATERIALS OR EQUIPMENT BELOW COMPOST STORAGE. AMENDED LAYER (12" BELOW SOIL SURFACE), OR AS DETERMINED BY THE CITY NOTE: REINFORCING FOR CIRCULAR OPENINGS SHALL BE IDENTICAL TO RECTANGULAR OPENINGS EXCEPT AS NOTED. TYPICAL REINFORCING AT WALL OPENINGS SCALE: NTS HOOK OR BEND I BARS WHERE L IMPOSSIBLE TO EXTEND TO THE SPECIFIED LENGTH CIRCULAR TIES: (1) #5 FOR WALLS W/ (1) LAYER OF REINF OR (2) #5 FOR WALLS W/ (2) LAYERS OF REINF LAP 24" MIN APPROVED FOR CONSTRUCTION CITY OF EDMONDS DINE: BY. CITY ENGtNEENING DIVISION J J (n Q Q Lz w z u ~ Q J a C° w ~ O U w w H w O 0 d cn d U 00 00 rn O W 1-- O Q N N m rn m 0000 O O O O Y iy Q DESIGN: VD DRAWN: ATD CHECK: JPU JOB NO: 18044.20 DATE: 08/21 / 1 8 7 N D I..1..1 0 Z W 0 Ld i < Z Q Q I_I_I 0 N Z ago N Z 0 Q w 2 Lo 0 Z V /� / C•wJ, V J SHEET: C3ml W zj RESDENCE ti 4LEAtiNO�T a WITH 45` BEND AND ' CAMP CLEAKOUT (IIIAJC} NOT TO EXCEED 100' BETWEEN CLEANOUTi CLEANOUT (WYE WITH CAP z r� AND CLEANOUT CODER) AND QN RETE LEVELING, COLOR w � 12' LQCtCING COVER SEE NOTE 3 12"f FINISHED GRADE w v END dY PIPER GRIPPER PLUG } (COERNE 27061 OR APPROVED EQUAL) EL 0 P COLLAR4'5' 7�1�ere SE+'YFIJOT SEC N93`C 412" PVC SLEEVE5- RISM a" CiR" sloE'SEWED 6" WYE AND 6" CITY STUB GEh�OR L TLEAND� DETAIL �S BEND � 4- OR 5" 12" COCKING COVER SIDE SEWER CLEANC?LFT DETAIL SEE NOTE 3 a� LEVELINC COLUR AT PROPERTY LINEJGFTY EASEMENT 1eLA ES: NOTES: OL SEE NOTE 4 CL EL 0u't ASPHALT SURFACE 1, $ENER PIPE $RkLt RE SDR-35 ANO JOINTS SKkLL RE _ GASKETEa, 12'1 2. PIPE SLOPE TO BE 2'% MIN AND UP TO 50% MAX- 3, SEWER CLEA NOLIT COWER TD BE EAST JORDAN IRON WORKS G 12" P4'C rEIN PRODUCT #'01➢3661 D2 STAR PIPE COSP4SL OR APPROVED EQUAL_ s" T�ISFrt GRIPPER 4, LEgUP1C CQLLNx SHALL DE CONSTRUCTED A6 FOLLOWS! E 270261 } EQUAL) IN ROADWAYS PER COE STD 'DWC GU-424 TYPICAL CLEANOUT IN SIDEWALK/LANDSCAPED ARFAS, EITHER 24*K24"x6' CONCRETE COLLAR OR 24- DIAMETER x 6" DEEP 4 NDE{ ASPHALT OR CONCRETE CONCRETE CONCRETE COLLAR REVISION DATE CITY OF EDMONDS SEWER CLEANOUT DETAILS JANUARY 2013 �=~ PUBLIC WORKS STANQARL) DEPARTMENT DETAIL APPPOVED BY: R. ENGLISH ,AS-200 CITY STANDARD DETAIL SCALE: NTS SW 1 /4, SECTION 5, TOWNSHIP 27 NORTH, RANGE 5 EAST, W.M. fiNAL JOINT SHALL BE A NEAT STRAIGHT HMA (CLASS 1/2' UhIE. RILL E%Pt]5Eb i+E TICAL 120GLS SHALL PG -22 BE TACKED NEATO PER WdSOOT STANDARD (SEE NCT" 4 6c 5) !i SPECIFIC,A71ONS 5--04.3(6)A APPROVED TACK OR APPROVED EQUAL AND SEALED PER I IIMSDOr SFD 5-04.3 5 C. SLOE EXCAVATION ITO AVOID UNDERMINING EWSTIttG PAVEMENT. 1 ... ". J.- .........................--EXISTlNG HMh4_..... ........... .. . . .. . .. .... :.: _ 4 d MATM 4' CRUSHED SURFACE BASE IMPORT OR MAFIVE MATERIAL COURSE PER FACET ETD SACKFILL SHALL BE COMPACTE'G SEC 9-PER W) TO 95% MAXIMUM BEN;SiTY (SEE NOTE 3)sEE NOTE 2) TRENCH KIIDTIH t- SEE A-,T OF EDIVCNM MO DInCATION$ TO DIVISION 9 OF THE CORREN7 wS00T STANDARD SPECInGt>oNS FOR BACKFILLIFiG REQUIREMENT&. 2. SUBIAIT PROCTOR AND DENS17T TESTS FROM CERTIFIED TESTING GOMPAMES DOCUMENTING THAT THE EACKFILL MEETS A WbJlMUM OF 9 5X UENSrrY PER ASTL1 0 1557, 3. C513C DEPTH SHALL BE A MINIMUM C' -OR MATCH EXI57ING WHICHEVER. IS GREATER. WHEM MATCHING EXISTING C5BC DEFTIH GREATER THEN 6". THEN CSSC SWILL 6E INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING $-, 4. RNDWAY HIdA DEPTH $111HA.-L BE A MINIMUM OF 4' Tt+I09- IJNI_E$S APPROVED M THE F�*NEER. ANY DEPTH GREATER THANI 4' SHALL MATCH ED{ISTINO. 5. AILLLY HN6A DEPTH SHALL OE .A ummum OF 2' THICK. UNLESS APPROVED BY THE ENGINEER, wy DEPTH GREATER THAN 2' SHALL MATCH EKISTING. B- UNLESS APPROVED DY THE FunINEER, THE HMA SIA" DF I14S7AILLEQ IN MULTIPLE FaUAhL THICI{N S UFT$ NOT EXCEEDING 2'. 7- FINAL PAVEMENT JOINTS SHALL I9E NEATLY .AND UNIFORMfILY SEALEC WITH WS[9OT STANDARD SPEUFICA 1045 15-44.3(5)C APPROVED JOINT SCANT OR APPRQVEQ EQUAI _ REVISION DATE CITY OF EDMONDS TYPICAL HIVIA AND "NUARY 2018 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT D ETAIL �. `I'`' AIPFFOVED RY: R. ENGLISH G U — 4 •I 0 CITY STANDARD DETAIL SCALE: NTS PROPERTY LINE R.O.W. FINISHED GRA4E II II I� rjI METER SUPPLED Iffy crry 9 I I TALL VANE If ------ H II -4 A � Li O X� -- �I/ c L1 K 6 pIRECT14b _ OF FLOW 1 WATER D MAM MATERIAL LIST: h ALL 1" SERVICES TO BE TYPE *K' SOFT COT'PER TUBING Ee 1- $ALL CORE'. STOP WITH CC T14RFAD INLET AND COPPER (CM) OOP OUTLET (FORD OR MUELLER) C DUAL PURPOSE UN1014 D MIFT X CTS GRIP SALL VALVE CURB STOP EQUAL TO FORD 084-444C FOR I' OWF9N REPLACING EX90NO SERWICE5: 1- Mt-tER SETTER W"H ANGL£ BALL METER VALVE 15' HIGH WITH DUALkJPURPQSE IJHId4J5 ON INLET AND OITILET, 4ORiZONTAL 1N HORTONTAI, OUTLET EQUAL TO FORD V674-15W-11-44 LISE SAME AS A13OVE AND ADD A SINGLE CHECK, EQUAL TO FORD V13H74-15W-11-44 F 1" CC TAP SERVICE SADDLE EQUAL TO ROL44C 101S G IN UNPAVED AREAS: CAR5ON 1324 MfS13CF WITH DUCTILE IRON CDVER AND CAST 1RON READER DOOR: IN PAVED AREAS: ARMOR CAST A6001946PCX12 DOX W/ A600196069 RCI LID tt FQR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTEI} 2- X 4' STAKE WITH -WATER- STENCILED ON IT 14 GA. VINYL COATED WIRE TRACER {TAPED TO PLASTIC PIPE EVERY TO') TO BE GROUNDED AT METER A#�D IADUSE a SCHEDULE 40 3/4" CDR 1' PLUG, REMOVE WHEN CONNECTION IS IA OE TO CUSTOMER LINE WFTH WMFIRESSION FITTING K WATER SERVCE TO FfOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) L PROPERTY OWNER RESPONSIRLE FOR PURCHASING 3/4- OR 1- WErIDI2 74ROUGH 714E CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRAC70P WILL PROVIDE REDUCERS BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE U14LESS APPROVED RY THE CFTY ENGINEER. WEtER 64XES SHALL NOT BE SET IN EWRIEWAY AREAS UNLESS TRAfFIC RATED BOX IS APPROVED BY CITY ENGINEER- ' /� {� r r� I 1 REVISION DATE - CITY V r E LI IY D 3/4'} ` 1 is JANUARY 2018 WATER SERVICE _ PUBLIC WORKS INSTALLATION STANDAR1) DEPARTMENT DETAIL W��p ED Ely: R. ENGLISH MY A — 130 CITY STANDARD DETAIL. SCALE: NTS T'r x�}1. •-�_y-1.-[.••1:.. . icy '`.Ys-•.i - aEn 'e f�{f Err/rrllr �r $" Mlhl r f� rf rj f {f tf � r t S f / La NEL t J, J r a s f 5' MIN /f ft �f /� rf f ' MIN $ WIN NOTE SEE COE STD DTL OU-410 BEDDING MATERIAL (5/0' MINUS CRUSHED PER COE MOD 9-d3-115.�Y-2 OAR SUITABLE EXCAVATED MATERIAL AS APPROVE10 BY CITY E1,41NEER2 (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 1. M"IMUMf WIDTH OF TRENCH AT TOP OF PIPE . 30" 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 MCCiRCALMIDN5 TO DMSION 9 OF '*SCOT STANDARD SPECIFCATIDNS FOR NAt TERUAL GRACLAT1tWW AND AIDD€TIONAL INFIORMATICW.. 3_ TRENCH BACKnLL SHALL MEET A MINIMUM COWPAC710N OF 95% DENSITY PER ASTM I] 1557, 4- IF UNSTABLE MA-TERIAL IS ENCOUNTERED BEL( 1W PIPE 2ONEr CpPATRACTIOR SHALL AELdovE AND REPLACE AS REQUIRED RY CITY ENGINEER. �/ Syr �y REVISION DATE IT L L�f ELJI ONDS JANLIdRY 3G18 TYPICAL TRENCH SECTION PUBLIC WORKS 57ANDAPD DEPARTMENT 11)ETAIL APPROVED 13'': R. ENGLISH O U — 400 CITY STANDARD DETAIL SCALE: NTS Figure 6H-3. Work on the Shoulders (TA-3) S311H XX 10N Ha0M avow T a�a7noHs Shoulder taper (see Note 7) ,i END L o woflK Shoulder taper (see Note 7) 1/3 L A Shoulder taper (see Note 7) Nate: See Tables 6H-2 and 6H-3 B for the meaning of the ■ f symbols and/or fetter �i� codes used in this figure. i - --------- Typical Application 3 1 MUTCD DETAIL SCALE: NTS IAA STI FR— COVER MH FRAME AND COVER PER COE STD DTL CU-420 2" TO 12" CONC R15ERS (4" MIN - 115" MAX) USING NON SHRINK GROUT 10' MIN TO PROVIDE SMOOTH FINISH 24" MAX INSIDE AND OUT 2 HANDHOLDS 24' SEE COE STD DTL GU-423 ECCENTRIC PRECAST .. 6" Max CONE POLYPROPYLENE SAFETY 4 T STEP/LADDER I2" Or, PRECAST SEC710N5 - 4" MIN THICKNESS - a.a a. TYP a• 4$" OR 54" SAND COLLAR ^� s OR KOR--N-SEAL KNOCKOUT 4 NQIM. 1. LOCATE MH LID OUTSIDE THE WHEEL PATH OF THE TRAVEL LANE. 2, BASE REINFORCING SHALL BE #4 REBAR AT 12" OC BOTH WAYS- 3. LARGER MH TO BE REVIEWED ON A CASE BY CASE BASIS USING APWA STANDARDS. 4. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GV-423, CITY OF EDMONDS 7 �07777 1 PUBLIC WORKS DEPARTMENT �s I 1gq o APPROVED BY: R. ENGLISH CITY STANDARD DETAIL SCALE: NTS Figure GH-1 witl OYaHY } NaoMs 1 or oYaa C (optional) (optional) B a (optional) i J Note: See Tables 611-2 and 611-3 for the meaning of the symbols and/or letter codes used in this figure. (optlonal) (see Section 313 16) (op[ionall - ' �I�aAA avaa QN3 1. Lane Closure on aTwo-Lane Road T Low Traftic Volumes (TA-11 v EHIf i Haan worth (optional) - f - - - - - sO 1a I100 ft t Buller space (optional) a Buffer space (optional) } YIELD IL 5010 100 ft I15ft TO ONCOMING Ak TRAFFIC � f B 1-1 (opt anal) ONE LAN' ROAD AHEAD ^A ", (apl iana I ) (optional) ROAD WORK A14EAD Typical Application 11 MUTCD DETAIL SCALE: NTS REVISION DATE APRIL 2017 STANDARD D ETAI L GU--421 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENIGNEERING DIVISION 4= 4rw�E� I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI L CA of TTAS�1 cn _ • �I5R � 1� 5'IONAL O3/ 3O/ 2020 wTti h J J Ln a ~ ~ LU m 0° O 0 co � cn w U ~ Q J U a Ln W w w H w Z O 0 a Ln a U 00 00 m O ri ri r1 cV I— r-I r- r-1 O Q CV CV r-I cn C) \ 00 \ m \ r-I \ cn O O O O Y tY Q DESIGN: VD DRAWN: ATD CHECK: JPU JOB NO: 18044.20 DATE: 08/21 / 1 8 W N W O ca z W i 0< � W I..L N v) Q 0 N Z O a�� 2 LO 0 (� � W SHEET: (n Q �. IJ 0 D 0 Z Q 0 Z 0 Q C3m2