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APPROVED ENG STM RESUB 4-BLD2024-0235+Civil_Plan+12.13.2024_8.53.18_AM+4668580•I 1 !. •L ,x 0 WV., .' f. m U N FND CONC. MON IN L CASE W/2" BRASS FND CONC. MON IN DISK W/"X" DWN. r�+ `�! T CASE W/2" BRASS 0.3' , t / DISK W/"X" DWN. 18 JTH PL. SW ` S89'07'05"E 191.00 00 t ' 17A 1n vv 12 one W Y 12 ® SBM 1• ' 'toSITE BENCH MARK La CATCH BASIN #4 TYPE 1 RIM OF MANHOLE ELEV. = 332.12 :• RIM= 339.80 EX. CB t IE= 337.3 6"E TRIM-339.86 , 4 <• 1 o � EX. SSMH RIM-339.7� 15" W IE=328.96 < , N CTR CHNL 332.12 WTR LVL=328. -`-�-Sp Sp SD SD SD SD 11 4: •• ITMBL: m .4 •. L 4 •' /.' 66NC. SiDEWAt7Q ' ••' `, .•• tl• L1• �1 / ,• t1 �' < `, L1. <• L LI L• < 1 $ •'• .L .< •• L •SfR ' ' / ." •1 ;LI ••1r '`1 fit •<`,. •• �1• �:, < 1. . ► ,. •�'. 5 TGGN • / � 1. 1 r 1 f t, .. ,L ' 1 � <.. 1 : �1< • •• t 4 :. , . rc •c` « • •• Y • • rL /• ••L CI(/11 ASPHALT CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING THROUGH MYBUILDINGPERMIT.COM AND EMAIL ENGINEERINGPERMITS@EDMONDSWA.GOV - TWO DAYS NOTICE IS REQUIRED. 2. CALL 811 FOR UTILITY LOCATES. 3. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. INSTALL ORANGE BARRIER FENCE AS NEEDED TO PROTECT ALL EXISTING OR PROPOSED LOW IMPACT DEVELOPMENT AREAS AND TREE RETENTION AREAS. 6. HAVE EROSION CONTROL MEASURES AND BMP PROTECTION INSPECTED BY CITY OF EDMONDS ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED AND ADJUSTED AS NEEDED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT VEGETATION IS ESTABLISHED. 7. DEMOLISH EXISTING STRUCTURES AS APPLICABLE, PER APPROVED PLANS- S. CLEAR, GRUB & ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 9. COMPOST AMEND AND REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE TEMPORARILY STABILIZED AND TESC MAINTAINED UNTIL SITE PERMANENTLY STABILIZED. 10. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 11. INSTALL LOW IMPACT DEVELOPMENT STORMWATER SYSTEMS. 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. 12. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. REFER TO CITY STANDARD DETAIL SD-642. 13. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. I UTILITY PROVIDERS WATER, SEWER AND STORM -CITY OF EDMONDS ELECTRICITY - SNOHOMISH COUNTY PUD 21018 HWY 99 EDMONDS, WA 98026 PHONE: (877)783-1000 CONTACT: VAL BUZUNOV CAN - COMCAST PHONE: (800) 934-6489 TELEPHONE - CENTURY LINK PHONE: (800) 573-1311 GAS - NA �.1 SOUTH COUNTY FIRE- DISTRICT 1 X339.56 Q�'��+� PHONE: (425) 551-1264 P, WWW.SOUTHSNOFIRE.ORG FOR EMERGENCY SERVCES �P 39.64 * 339.75 0 LOT 2 N W e N n P ISM 2" W IE=340.51 IN THE NW114, SWI/4, SEC.18, T.27N., R.4E, W.M. SNOHOMISH COUNTY, WASHINGTON ROCKEPf I � I I ASPHALT DRIVEWAY 2" W IE=347.23 4_f 361 FENCE -o oBOARD o o N89'07'05"W 89.04 X346.48 7 r79 CB #5 TYPE 2 54" CONTROL M HOLE X346.72 E X L R E MI N G REM343.75 5 0 5 AS IE=335 6" N IE=337.0 NW , 'S5rj _--OVERFLOW 339.0 ORIFICE = 0.5" LIMIT OARING 51.32 30,518 SF � 16 SEDIMENT TRAP ,4 PER FIG II 3.26 S DETAI P AGE 5 O 14 j I750. 369' 343.42 346. 583SF = 28 X21 X3 5, I TOP 440.0 BOTTOM 5 14 16 1 142.17 I 10 15 r� X 347.15 L I IQ 65 TP 2 6" PVC STANDPIPE RIM= 441.5 IE 439.0 / 10' 14 I I .52 3 CATCH BASIN #3 TYP 2 48" RIM= 343.75 STOCKPILE LOCATION TER- E��j IE= 335.0 38N CPEP IE= 339.0 4" W&E L55 IE= 340.72 4" S STORM LOT 3 I IE= 339.0 4" S FOOTING /I I I \ 1 I X 345.81 SILT FENCE X347.06 X 3¢4.21 e I I I •.00 1 I I X 347.19 25 I 1 X 347.49 I I O X 3' 4.92 I *40-CEDAR I I 10 1 I I 0 I . 18"EVRGRN X 346.78 I LIMIT OF CLEARING 14 I I I N 1 � I X 344.79 17 I I I I I I I I X346.13 3 .31 I I 14 I LIMIT OF CLEARI G 3 .28 I -_ I � M 0 X 347.84 X 348.25 X 347.63 7'05"E 89.00 *16"EVRGRN 05 X 350.14 0 X 349.37 MAPLE CLUSTER X 352.50 I 0 351.06 15' UTILITY EASEMENT REFERENCE PLAT 352.39 LEGAL DESCRIPTION ATES, ACCORDING TO THE PLAT THEREOF LOT N0. 3 OF BIDARCA EST RECORDED IN VOLUME 45 OF PLATS, ON PAGE 38, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, TOGETHER WITH AND SUBJECT TO ALL EASEMENTS, COVENANTS, RESTRICTIONS AND ENCUMBRANCES OF RECORD. VERTICAL CONTROL: NAVD88 PER GPS OBSERVATIONS IN WASHINGTON STATE REFERENCE NETWORK. HORIZONTAL CONTROL: STATE PLANE COORDINATE SYSTEM NORTH ZONE PER GPS OBSERVATIONS IN WASHINGTON STATE REFERENCE NETWORK. SITE AREA = 12,462.83SF SURVEY BY ACREAGE LAND SURVEYING EROSION CONTROL AND DEMOLITION NOTES: I1O EXISTING GRAVEL DRIVEWAY TO BE REMOVED. TP 2O EXISTING LARGE BOULDER TO BE RELOCATED. COBALT GE07ECH SOIL HOLE LOCATION Now 3O EXISTING CHAINUNK FENCING OR MASONRY -I RETAINING WALL TO REMAIN. SHEET INDEX O STABER� 01 °SHNT 356.34 5O SEE DUCTILr1 4NCE/EXIT PER(� EXISTING 40" CEDAR TREE - REMOVED BY OWNER. 1. COVER DEMO AND EROSION CONTROL I FLAG OPOLE 6O EXISTING MAPLE CLUSTER -REMOVED BY OWNER. 2. DRAINAGE 356.05 7O EXISTING 18" EVERGREEN - REMOVED BY OWNER. I 0 40 8O NOTE DELETED 3. UTILITIES 0 NOTE DELETED- EXISTING SHED REMOVED BY OWNER. 4. DETAILS • 0 10 INSTALL SILT FENCE PER DETAIL ER-900 SEE DETAIL SHEET 4 SEE GENERAL NOTES ON SHEET 4 I0 11 CB INLET PROTECTION PER ER-902 SEE DETAIL SHEET 4 ,2 SOIL HOLE LOCATION EFFECTIVE ENGINEERING 5. FRONTAGE IMPROVEMENT PLAN 0 ,3 STOCKPILE LOCATION 6. DETAIL SHEET 2 I 55.80 14 AMENMD DISTURVED SOIL PER SD642 AND PLANT WI1N GRASS PER BMP C120 GRAPHIC SCALE 15 SEE DETAIL SHEET 2 SILT TRAP I 10 0 5 10 20 O ,g INSTALL STORM LINE, CATCH BASIN AND SILT TRAP PRIOR TO GRADING 3. NOTE: ALL CATCH BASINS CONSTRUCTED ON THIS PROEJCT SHALL ( IN FEET ) BE PROVIDED WITH CATCH BASIN PROTECTION PER ER-902 LOT 4 1 inch = 10 fin NOTE: THERE WILL BE NO PHASING ON THIS PROJECT STEPS TO REMAIN NOTE: SEE HAUL ROUT ON SHEET 6 o 355.72 Q C. 51.95 �� z \ I LIMIT OF CLEARING LEGEND X 350.39 \ CB TP 1 LARGE ROCK \ 14 ❑ STORM DRAIN CATCH BASIN (CB) ® STORM DRAIN MANHOLE (SDMH) 0 (� SSMH SANITARY SEWER MANHOLE (SSMH) ym� WATER METER I WV 0 X 354.78 WATER VALVE FIRE HMRANT IIP POWER POLE O UTILITY HAND HOLE 0 DECIDUOUS TREE X350.97 I 4"x4" POS* CONIFEROUS TREE X352.76) FENCE ISILT ❑CB INLET PROTECTION - EXISTING CONTOUR ILIMIT OF CLEARING POWER LINE EASEMENT REFERENCE PLAT M H ---AR#874287 SI FEN CE h1ti I OVERHEAD UTILITY LINE Standard Notes Approval of this erosion/sedimentation control (ESC) plan does not constitute an approval of per- manent road or drainage design (e.g. size and location of roads, pipes, restrictors, channels, reten- tion facilities, utilities). The implementation of this ESC plan and the construction, maintenance, replacement, and upgrad- ing of these ESC BMPs is the responsibility of the applicant until all construction is completed and approved and vegetation/landscaping is established. Clearly flag the boundaries of the clearing limits shown on this plan in the field prior to construction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the applicant for the duration of construction. Construct the ESC BMPs shown on this plan in conjunction with all clearing and grading activities, and in such a manner as to ensure that sediment and sediment laden water do not enter the drain- age system, roadways, or violate applicable water standards. The ESC BMPs shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, upgrade these ESC BMPs as needed for unexpected storm events and to ensure that sediment and sediment -laden water do not leave the site. The applicant shall inspect the ESC BMPs daily and maintain them as necessary to ensure their con- tinued functioning. Inspect and maintain the ESC BMPs on inactive sites a minimum of once a month or within the 48 hours following a major storm event (i.e. a 24-hour storm event with a 10-yr or greater recurrence interval). At no time shall the sediment exceed 60-percent of the sump depth or have less than 6-inches of clearance from the sediment surface to the invert of the lowest pipe. All catch basins and con- veyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment laden water into the downstream system. Install stabilized construction entrances at the beginning of construction and maintained for the dur- ation of the project. Additional measures may be required to ensure that all paved areas are kept clean for the duration of the4roject OH APPROVED FOR CONSTRUCTION CAP s ° NOTE: COVER STOCKPILE WITHING 24 HOURS NOTE: ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 SWMMWW BMP T5.13 CITY OF EDMONDS narE PIN CITY ENGINEERING DIVISI❑N N Q Q 00 ;a-6-cI com C\V I I N o> N m o �� w z 0ct� UJ U C: f � a _ ❑ U)❑ o Q u U) z O > w w Q 0 O z 0 W 0� W Z 0 U) U Z W 0 7 O 0 U °6 w J C� G Q 0 Q � Q W J J Z 0U W_ m J U � Q Lli Z N wp �coo (3)o UJ J Q O UJ � w _ CD LL U U o w LU 0 O J O 0 a_ 00 LL CO O O U) co CO O m 0 W 0Y a_ W 0Y a - 7 CF' 00 U U W 0) Q� = -� i o QJ a •� CD--) m -� rn L�J > Cn o +' Q� U-) O� i2fco L,'O U 4- i z ° °; cy U zW^ �, Q.� wzo N d I I 1 o^C < L /L i 1 < FL vERT. 338.89 IN THE NW114, SW114, SEC.18, Will T.27N., R.4E, . MAX. LOT COVERAGE CA LC . CURB OD Of SNOHOMISH COUNTY, WASHINGTON ��//�� < \1/� < IM co RS-10 USE ZONE. �SBM LEGAL DESCRIPTION MAX. ALLOLUABLE LOT COVERAGE PER P11a -"SITE � DEVELOPMENT STANDARDS - RESIDENTIAL" = 3551. N SITE BENCH MARK G RIM OF MANHOLE LOT NO. 3 OF BIDARCA ESTE PLAT THEREOF ATES, ACCORDING TO THE THIS SPECIFIC PROPERTY 15 DETERMINED TO 5E 0.29 AC. = ELEV. = 332.12 � � L ' < RECORDED IN VOLUME 45 OF PLATS, ON PAGE 38, RECORDS OF 12032 S.F. TOTAL. FND CONC. MON IN Q FND CONC. MON IN le GROUND W/2: BRASS 18 J T H P L . S W �� N "X" CASE W/2" BRAS : I` ` < E=340.51 SNOHOMISH COUNTY, WASHINGTON; PROPOSED ROUND FLOOR AREA - INCLUDES: LOWER FLOOR AREA = 1,540 S.F. DISK W/"X DWN. X339.35 DISK W/DWN = � p.3• � L. � . L /' GARAGE 615 S.F. 0.5' TOGETHER WITH AND SUBJECT TO ALL EASEMENTS, COVENANTS, A RESTRICTIONS AND ENCUMBRANCES OF RECORD. LOWER LEVEL PATO PAVING = 210 S.F. A) -A S89.07'05"E 191.00 � f W �7�.�^ W W W TOTAL LOWER FLOOR COVERAGE 2,433 S.F. • XISTING D APPROACH t. IMPERVIOUS PAVING AT CONCRE E �I EX. SDMH `A N ROCK .� DRIVEWAY AND CaARA E APRON = 1502 S.F. Cj ` CATCH BASIN #4 TYPE 1 RIM=339.86 - TOTAL LOT COVERAGE = 3,935 S.F. RIM= 339.80 15" W IE=328.96 ` L WTR LVL=328.26 ACTUAL LOT COVERAGE = 3,93E / 12,632 = 31.15� � IE= 337.3 6"E o EX. SSMH NEW CONNECTIONS <. 41< 31.1E o ACTUAL LESS THAN 35% ALLOlUABLE 0 6 PVC ELEV 334.E I N RIM=339.71► CORE -DRILL `/ IUDc•1 CTR CHNL=/332.12 <. ' ' ASPHALT DRIVEWAY �p L SD -SD -SD --SD- FL VERT. CURB SD SD SD SD L I 2" W O < L W 8-DEC 14"DEC L ® L . L < 1. . 1 1 < c1 LI. .. L L . / / 1 < 1 . . ..' 'c 1 , 1 41 . <`I,< L. L 1: s L l < L SI/RE T / .. L .0 L I < 1 �, L < L 1t .L. L. < .< ' �, ' 1 1 ' ' I I </ � ` <L L 'SIGN L < ./ < / 13 L I` < L / <. EX. CVI\W JIDLtI/'1Lf\ 1' / I Y/ / _ <L / L / / <. 1 1 1 L W L ./ 340.61 l 1 L <L L ` -O BOARD FENCE O 13 N . -� . . CHAINUNK FENCE £Z g�£ 3 SSC d N89'07'05"W 89.04 XX 43.87 8ti'9ti£ 34 .08 - EX- -BLOCK WALL 346 / 10 I 17 ' 4. �' CB 5 TYPE 2 54" CONTROL MANHOLE, / ASPHALT � C' ® � # 2' ESM RIM= 343.75 " 'h" IE= 335.0 36 S CPEP X346-72 o Q ! 0 341.61 IE=335 5!l IE=337.0 NW N tZi i D 16 OVERFLOW 339.0 LIMIT OF CLEt ORIFICE = 0.5" 10,54! � I � .98 'S4 14 AMEND SOIL PER SD642 AND PLANT WITH GRASS 1 /� I 16 �.-- 9' 4 I //I i .fir 2 EA 2.5'X 6' CONCRETE STRIPS HEEL STRIP DRIVEWAY SE('TICIN -NTS [SALL 4" CSTC BELOW CONCRETE WHEEL STRIPS NOTE: GRADE WEST 10 FEET OF NORTH 80' OF WEST SIDE OF LOT TO DRAIN TO THE EAST NOTE: THER WILL BE NO PHASING ON THIS PROJECT PRELIMINARY SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE Pvt /I/E wTE#ALsaw 01111111116M "°"s°ACEn OR 1r av ATE Ka Al OWE 1 s: SOLID WALL PVC , (WSDOT STD SPEC 9-05 12 (1)) PROFILE WALL PVC (WSDOT STD SPEC 9-05 12(2)) �3. 2". 4 6 OR 12" I NOTES. RISER SECTION 1 CATCH BASINS SWILL BE CONSTRUCTED IN ACCORDAII WITH WSOOT STANDARD SPECIFICA11ON 9-05 SO(3) 2 AS AN ACCEPTABLE ALTERNATIVE TO 018M, WILD 0 WIRE ' �,►� FABRIC HAVING A MIN AREA OF 0 12 SQUARE INCHES PER • 400 FOOT MAY BE USED WELDED W+Rt FABRIC SHALL COMPLY 10 ASTM A497 (AASHTO M 221) WIRE FABRIC SHALL NOT • BE PLACED .I KNOCKOUTS t• �I► �� 3 APPLES ROCS RISERS AND 'NF ° WAX D RAMEsNO ouTsIDE OF ALL 4 RO/NO KNOCKOUTS MAl BE ON All 4 Si WITH MAIM / DW1CT[R OF 20' KNOCKOUTS MAY K ER►ER RQPp OR b• S►W'E S M WAX DEPTH F74M T+t t7e9•ED GRAM TO M P'r'E NVERT IS 5'-0" • M TAKER ON T►t SM OF THE PWCAST SSE SECTIM • AAO RISER SECTION SPi NOT EXCEED 1 /2•/rT • 7 CA" SASN F%%K Ate GMM SiMll K /1 ACCORDAPICIE 0 n, y WSTAI I SPECIFICATIONS MATING SURFACES SHALL SE FONSNED TO ASSURE NON -ROCKING FTT WITH ANY COVER POSITION (MEASUREMENT AT THE TOP OF THE BASE) a VERTICAL EDGE OF RlSER SHALL N01 BE MORE THAN 2" ffiEEASI BI�SE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL CITY OF EDMONDS CATCH BASIN TYPE I PUBLIC WORKS DEPARTMENT APPROVED BY R. ENCL N REVISION DATE WPTiYKII 2023 STANDARD DETAIL SD-303 SITE DEVELOPMENT NOTES:" ; I 13 EXISTING CHAINUNK FENCING OR MASONRY 1 RETAINING WALL TO REMAIN. N M I ®I NEW, CONCRETE TO BE INSTALLED FOR DRIVEWAY AND GARAGE APRON 1 80 NEW, 8" CONC. BLK. FOUNDATION RETAINING WALL W W.P. SYSTEM AND DRAINAGE LINE PER CIVIL DWGS. •I NOTES 9 AND 10 DELETED 1 I I 11 NEW STEEL PIPE BOLLARDS AND CONC. FOOTINGS. I . I 12 CORE DRILL EX SDMH 6" PVC SOUTH IE=335.0. o CUT AND PATCH PAVEMENT AS NEEDED a 13 CUT AND PATCH CONC SIDEWALK TO JOINT F I PROVIDE PROST CONSTRUCTION SOIL AMENDMENT 14 PER SD-642 AND BMP T5.13 15 41 ABOVE GRADE OPEN DECK BRIDGES 1 339.64 1 SEE DETAIL CONTROL STRUCTUR SD301 SHEET 6 1 16 SEE DETAIL TYPICAL DETENTION SYSTEM SHEET 4 0 17 6" CONCRETE APRON FOR DRIVEWAY 0 I' "all restoration work in the public r.o.w. for 5 •'342.55 II sewer and stormwater connections, etc., shall be pe formed by the General Contractor according to City ordinan e and per City standards." I 18 4" PERFORATED PVC FOOTING DRAIN O 2X N USE 4" SOLD PVC O 2X OUTSIDE OF HOUSE � I NOTE. IF RIM TO INVERT ELEVATION OF CS DICEEDS 5 P / 3 1 19 THEN A TYPE II MANHOLE WILL BE REQUIRED 0 �I I LOT 2 EXTRUDED CONC 0 I N BASKETBALL --Q- � 0-0" :SIDE SETBA X343.17 e "5 v O 14 0 CATCH B #3 E 2 4 - - RIM= 343. IE= 335.0 36"N EF IE= 339.0 4" &E IE= 340.72 S STOF = 339. 4" S F001 S 44LF 4w 18 FOOTING DRAIN IE = 339. 4.52 TP 2 18 ° I DS IE=341.5 D O I I _� I I 14 N I O ;U - --- I O r- _ ---_ 6 ,e I I FOOTING DRAIN It = 339.5 I M I I W II O ;a M C: N1118 9 7, X 345. 1 u F W CO 0 W O � I V o -SS 351.06 Ade 15' UTILITY EASEMENT REFERENCE PLAT 10,-0" SETBACK �C 352.39 �N 48.79 350.25 69'f B I ` CATCH BASIN #1 TYPE 1 RIM= 343.5 IE= 340.0 4" Ell LOT 4 EXISTING STAIRS TO REMAIN ROOF UNE V I 0 �0 I0 O A IX 354.78 �• � 14 19 II 50.97 I I 4"x4" POST I IN cTYP) x IIENN .0 10-6 RAINBRAIN IE = 341.3 0 rill I in IN % N n 7C S89'07'05"E 89.00 FNE REBAR & CAP *16"EVRGRN LS 56110'-0" �+ SIDE SETBACK UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) UNDISTURBED UNDISTURBED 0 TURF/LAWN/LANDSCAPE NATIVE VEGETATION - UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL STFFP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES OPTION 1 - NO DISTURBANCE EXCEEDING 33%. AREAS EXCEEDING 33% SHALL BE STABILIZED PER THE PLANTING BEDS TURF (LAWN) AREAS ENGINEER/GEOTECH OF RECORD. 2" ORGANIC MULCH =LI1=1I I-1I I-III-LI1=1I I -I I I -III I I1=1I I=1I I-W-III=1I1=1I 11=1 I I -I I H I I -I 11=1 11=1 I I GRASS: SEED OR SOD 3" OF COMPOST TI=1I I 11=1 I I-1 11=1 I-�=7i=III-III-ITT II-1L-=T1=1�=III-I -1=III-III-III=I=III II=i(1=III=�=111=�=11 I=PIEIIi1f-1fi IIII-L-T -IIf II = 1.75" OF COMPOST INCORPORATED INTO 6.25" OF SITE SOIL (TOTAL INCORPORATED INTO 5" OF-IIFI -=1TI I�Tf- I-III=11T-I II - AMENDED DEPTH OF 9.5", FOR A SITE SOIL (TOTAL AMENDED I�=�= -I��Ii-III--�=1T 1= ) SETTLED DEPTH OF 6") DEPTH OF 9.5", FOR A =1I1=U11MM �= SETTLED DEPTH OF 8") =Tf 1TI=1 �_- III-I11=III=III-I I 1=1I-III li�llll��lll��lll=III„ g" �11,11-11,�iiil�ll illl-lll�„ -1 SUBSOIL SCARIFIED 4" BELOW SUBSOIL SCARIFIED 4" BELOW _ COMPOST AMENDED LAYER COMPOST AMENDED LAYER = (12" BELOW SOIL SURFACE) (12" BELOW SOIL SURFACE) 12" OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN)AREAS 1. AREAS OF NO DISTURBANCE i I'L! �111�111 IIAII�IAIll�r 1 F SHALL BE FENCED AND EXISTING 2" ORGANIC L „ L GRASS: SEED CRASS. VEGETATION AND SOIL SHALL BE PROTECTED FROM CONSTRUCTION MULCH IMPACTS. 11-�J16" IMPORTED6" 2, TO MEASURE SETTLED DEPTH, SOIL SUFFICIENTLY TO IMPORTED TOPSOIL MIX - - - 7111-IIII1-IIII L-li-LL= 1�j-jII(COMPACTED iL TOPSOIL MIX WATER FULLY SATURATE WITHOUT CAUSING EROSION. (COMPACTED __III�I-i - 11 1� I 1 l DEPTH) DEPTH) - _ 111-III-1 6' ill _ l l-1-111=111 3. COMPOST SHALL MEET SPEC. 1. -i II' _II_ kill REQUIREMENTS IN THE 2017 EDMONDS STORMWATER SUBSOIL IS SUBSOIL IS ADDENDUM (CHECKLIST 7). SCARIFIED 6" _ SCARIFIED 6" BELOW - BELOW 4. COMPACTION OF TOPSOIL (WHERE IMPORTED _, - IMPORTED REQUIRED) TO BE TO 85% (MAX) TOPSOIL MIX 12^ TOPSOIL MIX OF THE MAXIMUM DRY DENSITY L PER MODIFIED PROCTOR TEST OPTION 3 - IMPORT TOPSOIL (ASTM D1557). REVISION DATE POST CONSTRUCTION SOIL APRIL 2021 CITY OF EDMONDS QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL SD-642 0 �St. 189 APPROVED BY: R. ENGLISH IMPERVIOUS AREA CALCULATIONS SITE AREA = 12,462.83SF ROOF AREA = 2,940 SF CONCRETE DRIVEWAY=1,460 SF PVMT PATCH IN ROW = 133SF TOTAL IMPERVIOUS AREA= 4,533 SF LANDSCAPE AREA = 7,742.83 SF EARTHWORK CALCULATION CUT = 760 CY FILL = 0 C Y GRAPHIC SCALE 10 p 10 20 I ( nJ ET ) 1 inch = 10 ft SURVEY LEGEND: GCB STORM DRAIN CATCH BASIN (CB) - NOTE: IF RIM TO INVERT ELEVATION EXCEEDS 5 FEET (9) STORM DRAIN MANHOLE (SDMH) THEN A TYPE G MANHOLE WILL BE REQUIRED 19 (� SSMH SANITARY SEWER MANHOLE (SSMH) WATER METER wV WATER VALVE FIRE HYDRANT TP 1 COBALT GEOTECH SOIL HOLE LOCATION P POWER POLE UTILITY HAND HOLE O O DECIDUOUS TREE CONIFEROUS TREE *DS ROOF DOWNSPOUT - 352 - - EXISTING CONTOUR 352 NEW CONTOUR SD STORM OR ROOF DRAIN 4" PAC FOOTING DRAIN 0 2% PERFORATED NEAR BUILDING SOLID OUTSIDE BUILDING MAXIMUM LOT COVERATE CALCULATION: RS-10 ZONE MAXIMUM ALLOWABLE LOT COVERAGE PER P77a = 35X SITE = 0.29 AC. - 12,632 S.F. TOTAL TOTAL GROUND FLR. AREA = 2,433 S.F. INCL. GARAGE. EXTERIOR PATIO 2,433 / 12,632 = 19.26X O.K. < 35X FOR COMPLIANCE (352.91 + 350.64 + 346.21 + 346.04) / 4 = 348.95 (AVERAGE NAT. GRADE ELEV.) OVERHEAD UTILITY LINE 348.95 AVE. NAT. GRADE EL + 25' CODE HT MAX. 373.9E MAXIMUM ROOF ELEVATION. 01 -01 `1.87 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CO W < < o�Q;QL0-(.0 N II z N DD m tL N e CD >- ❑ o N m LUN LU w 0 W z Q (if LU ¢ mW CC 1 w S ❑ 1n ❑ ❑ a n > a- < m U) z O U) > W W < 0 w zQ 0 Q 0 Q LL_ � Q LU J J z U Lu m J U 0 U) Lli ZLLJ N CD DD U) O O Fn J Q CD LLJ Qr � 2 Edo LL U) U O 0-)0 w LLJ O Co 0 0 -CIO ELmo2XIll- CN rn 0 Q O U) Co LU I- O m W Q a- LU EL 00 01) .� u U < 0) Q) -� 01) • - O �� m -0) L�J C > Cn o +' � LLJ e4- . �ii OJ U Zw�� Q) WZo - E: � N C� LI I c� 0 .CID ^..^. CITY ENGINEERING DIVISI❑N SURVEY LEGEND: GCB STORM DRAIN CATCH BASIN (CO) ® STORM DRAIN MANHOLE (SDMH) SSMH SANITARY SEWER MANHOLE (SSMH) WATER METER WV pd WATER VALVE FIRE HYDRANT -C�P POWER POLE O UTILITY HAND HOLE O DECIDUOUS TREE CONIFEROUS TREE i0 N FND CONC. MON IN CASE W/2" BRASS 18 9 T H PL. DISK W/"X" DWN. 0.5' 1 S89.07'05"E 191.00 W 1.78.1 N 4 ' c FL G /L CURBERT.J338.89 �� IN THE NWI/4, SW1/4, SEC.18, T.27N., R.4E, W.M. I j SNOHOMISH COUNTY, WASHINGTON Q n ro CID 13n LIcl c1 `', LI LEGAL DESCRIPTION 3 i p� .' L i LOT N0. BIDAKI ATES, ACCORDING TO THE PLAT THEREOF 10 L . RECORDED IN VOLUME 45 OF PLATS, ON PAGE 38, RECORDS 0 Q FND CONC. MON IN I �2' SNOHOMISH COUNTY, WASHINGTON; S TAT 8 CASE W/2" BRASS W 1111 < DISK W/"X" DWN. < i IE=34o'S1 TOGETHER WITH AND SUBJECT TO ALL EASEMENTS, COVENANTS, X339.35 0.3' L.' 'G RESTRICTIONS AND ENCUMBRANCES OF RECORD. CATCH BASIN #4 TYPE 1 RIM= 339.80 IE= 337 3 " SBM 12•e � ry SITE BENCH ARK G .. o j-'---------------------------------------------�--------------�-----�--�-----�--�-- W RIM OF MANHOLE V 1' L., ELEV. = 3 2.12 _ i VEX. SDMH RIM=339.86 a `�, i °� ROCKS `O 15" W IE=328.96 WTR LVL=328.26 L A E)(. SSMH NEW CONNECTION 41 i N - E �' WATER METER o RIM=339.7 CR CHNL 332.12 6" PVC ELEV 334.6 CORE -DRILL ! L' j RELOCATE TO PL & `..1' I ASPHALT DRIVEWAY N 6" IE S - 332.22 .1. -SD-SD-SD-SDSD SD -SD- D-SD- FL VERT. CUR D -SD-1 L L� I I I WATER SERVICE FOR 8816 188TH PL SW yy s"DSc �a"DSc <� L . G G ' L 2-MB �. E . 5 < G L. ;! '. uv W :/ < G, G < 1 ,' GI < L L G. . / 1 `/ c !L 9. L �. .. ' 4 '! 1 1 1 . < , ' < L L L 1 'l 1 .' , L , . E ' ` 1 L. < . 4 <, I ` LI' ` CONC, SIDSIR . G Lr ! EWALK L c . ! GG11 ! L I L .< L ' L !L I .. 'C, .. .. `/ 1 ..1 .< , <rl , L1 rL, G' <G .. .G/ c I `/ ',. .. L r L <�. 1 15L 9. •l-�. T_ L1 • �. r L L`;0•61 BOARD FENCE . ❑ . G rc I .Q \T/ CHAINUNK FENCE `o _ �� RIM= N89 07'05"W 89.04 \ X346.48 ASPHALT 31 -1 _ is > N NOTE: "The Architect has confirmed with the General Contractor and ire Sprinkler - subcontractor that the existing water meter size that services the new home for this current project has been determined to be of adequate size for all domestic water use demands, including that of a residential fire sprinkler system. Engineered Shop Drawings are to be submitted to the City of Edmonds by the Fire Sprinkler subcontractor for separate review and approval for separate permit. " Note: The size and location of the existing water meter was installed under previous permit, including City inspection and should not be subject to relocation at this time as no changes to the existing water meter are necessary except for the new fire sprinkler main connection. FINISHED GRADE -�� DIRECTION - OF FLOW } PROPERTY LINE O MATERIAL LIST: OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING OB 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) CO DUAL PURPOSE UNION OD MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-4440 FOR 1 " OWHEN REPLACING EXISTING SERVICES: 1 " METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL E PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-1 1-44 WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44 OF 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S GO 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 HO FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT lO 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE JO 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) LO PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMEN-CES_ DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS MO BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER, METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS 1 " WATER SERVICE JANUARY 2021 (FOR 3/4" & PUBLIC WORKS 1 " METERS) STANDARD DEPARTMENT DETAIL Est 18y APPROVED BY: R. ENGLISH WA-1 30 LOT 2 CROSSING BOTTOM ST01 TOP SEWER= 337.5 46� 'teGdJ It 0P BASKETBALL �i00P IE= 333 - p I e� d �q1� _ X343.87 �� r c� 3 .08 CO RIM = 4 1 �? �!O N,� z 2 IE= 33+ - X 346 72 � x• X , r8.79 11 �G G A-� 351.06 15' UTILITY EASEMENT REFERENCE PLAT ' p10 �a i 352 Z_ WATER T_ 340.17 16 i X 34 I / 35I / � I 269 vNi w • .98 10, I ., 1 1 EX 1" WATER METER I Lo I a .A. RELOCATE TO PL I X 346.82 �339.64 X 339.75 0 O ,X 342-55 04 W SSCO RIM= P IE /o z X 44. DO 2'.5 J M X 340.25 I X 340.31 345.18 � VTV• V I y0 n W I i I � VI A m CATCH BASIN #3 TYPE 2 48- 346.2 X 143.42 343.42* RIM= 343.75 1 rn IE= 335.0 36"N I �n I IE= 339.0 4" W&E IE= 340.72 4" S STORM I I IE= 339.0 4" S FOOTING N / io L3 2. RIM=344.0 _ 33 I IE= 340 3 D D I SS 14 _ h , I 25LF 4" PVC O 2X I I I 1 I 1 _ CATCH BASIN #2 TYPE 1 RIM= 342.64 j IE= �40.0 4"N I7. I D . DI W ;w 3 X 349.37 7 REC. ROOM X347.06 LOWER LEVEL 344.0 ISSING BOTTOM FOOTING DRAIN=339.8 TOP SEWER= 338.12 G v U ID G) > V p m D D n P, 1 1 I �j 46.21) I. X 346.13 I -� V I I I I I I I I I � I Q 10-0" :FDE SETBACK 1OATER SERVICE FOR 19004 89TH AVE W X343.17 I@ D 0 0 X351.32 / I ' 353.44 53.5 IC 356.34 X 350.69 (is52.91) FLAG 0 POLE 356.05 I _ Al IIII�� 00 1111 11111 A 1 I uu "_ X 347.63 POWER LINE EASEM ' T I AF 74287 REFERENCE PLAT 4 I CHAINUNK FENCE - _.. r05"E 89.00 *16"EVRGRN �0 rrm I 3� LO N of IQ o � N n 7C OVERHEAD UTILITY LINE .°� +� APPROVED FOR CONSTRUCTION FNE REBAR & CAP s LS44561 10'-0" CITY OF EDMONDS SIDE SETBACK DATE: SITE DEVELOPMENT NOTES: 1O NOTE DELETED. O2 NOTE DELETED. O NOTE DELETED. OO NOTE DELETED. 5O NOTE DELETED. 60 NOTE DELETED. 7O NOTE DELETED. O NOTE DELETED. 0. NOTE DELETED 10 NOTE DELETED. 11 NOTE DELETED. 12 CONNECT NEW WATER SERVICE TO EXISTING WATER METER 13 CUT AND PATCH CONC SIDEWALK TO JOINT 14 INSTALL 4" PVC SDR 35 SIDE SEWER AT 2% MINIMUM SLOPE 15 INSTALL POWER, CABLE, TELEPHONE UNDERGROUND UTILITIES PER INDIVIDUAL UTLITIY PLANS 8 16 10' WATER EASEMENT RECORDING NUMBER 8709170274 VOL 2088 PG 0711 SNOHOMISH COUNTY 1© NOTE: A MINIMUM OF 3' HORIZONTAL SEPARATION AND 1' VERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) AND SEWER. WATER, AND STORM AND 5 FEET FROM ANY CITY WATER MAIN LINES. 18 NOTE: THE CLEANOUT AT THE PROPERTY LINE SHALL HAVE A 12" CAST IRON LAMPHOLE COVER WITH 1/2" HEX BOLTS AND A PICK HOLE AND CONCRETE PAD CONSISTENT WITH CITY STANDARD DETAIL SS-200. 9� RELOCATE EXISITNG WATER METER TO PROPERTY LINE PER DETAIL WA-130 NOTE: NO NATURAL GAS IS ON THE SITE AND NO GAS SERVICE IS PROPOSED 2� CONNECT TO EX 6" SS STUB NOTE: INSTALL ALL POWER, CABLE, TELEPHONE UNDERGROUND GRAPHIC SCALE 10 0 10 20 IN FEET ) 1 inch = CITY ENGINEERING DIVISI❑N M LLI N Q Q NV CDa. a_ (.OI N N m m N II Z N LLo N _ Q N m p w Ch - LLJ LU � o LU z ¢ o o ¢ 0 mw O a a a w x c p p ¢ cn I U) z 0 L > LU LU H Q 0 7 1 ` J J ►1 rw N r Q 0 Q LL Q W J J z O U w J O U 0 (n U Z N O 0 VJ 0-) CD J Q O LJJ W O LL. W U O LL O U W CD LU J O ° m C_ X D 00 0 Q O (n 00 W I— O m 0 W a- LU (D-) O OHO - U � Q 0 a • - O m -p) +7 � L.I_J Q> > (moo+' O I Z OO ,Lf) QJ U zW^ �, Q� L J � C d W c� 000 FOUNDARY NAME 1/2" LETTERS RECESSED TO BE FLUSH THIS SIDE TO CURB I �. L..-; 13V4VN AN O O 00 1-1/8" BAR (TYP) M _ 7/8" SLOT 1-3/4"� (TYP)1 (TYP) ( (0 C 1 7-1/4" FOR MACHINING CLEARANCE THIS BAR 1 " THICK (TYP, 4 PLACES) L_ BARS 1-5/8" THICK THIS AREA BARS 1-3/8" THICK THIS AREA ON dWf10 WV381S Ol TTYAn �I If1-1/4 LEVELING PADS SEE 8-3/4" x 3/4" x 1 /8" 1-7/8 --- DETAIL TOP VIEW BELOW BOTTOM VIEW 23-3/4" F1 17-3/4" r2-1 I/2" I + " 2 1/1 6"J 11 --3/4" / } R=7-1 4" 1-3/44" �I I " --3/4" �1 -3/ 23-1/2" SIDE VIEW END VIEW 1-1/4" r3/4" f N I ROUND � 1-1 /2" �� f5/13" ELLIPTICAL J TANGENT BETWEEN TWO RADII SLOT DETAIL OPTIONAL DESIGN FOR qFF NnTF 1 GRATE OPENINGS ENDS NOTES: 1. SLOT FORMED AND RECESSED FOR 5/8"-11 NC X 2 SOCKET HEAD (ALLEN HEAD) BOLT. 2. GRATE SHALL BE DUCTILE IRON. 3. SHALL CONFORM TO SEC. 9-05.15 OF THE WSDOT STANDARD SPECIFICATIONS. 4. USE HERRINGBONE GRATE IN CURB LINE OF SAGS AND SUMPS. 5. USE FRAME SHOWN IN STANDARD DETAIL. `St, 18yv REVISION DATE PARKING LOT/ JANUARY 2018 CITY OF EDMONDS AREA GRATE PUBLIC WORKS (HERRINGBONE) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D- 3 2 4 CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (TYP) atom 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. REVISION DATE TEMPORARY JANUARY 2018 CITY OF EDMONDS SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL S t 18° 0 APPROVED BY: R. ENGLISH E R- 9 0 2 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL N NATIVE BACKFILL MATERIAL 18"x24" TY I-g/16- r1-1/2„ 00 + 4„ 16"x22" I L3/4„ OPENING 17-3/4"x23-3/4" +1 3 250 TYP SECTION A -A 25" 7-7/8" 1-2-1/2" 1 /2" q1 1 �A M 00 x SEE oI NOTE 1 -3/4„ L LEVEL PAD 16 3/4" x 2-1/4" x 1 /8" PLAN CEMENT CONCRETE CURB PAVEMENT, DEPTH VARIES . 4 / \ ' GUTTER -----.:- ' � PRECAST CONCRETE \� RISERS � -^ •,. \ CATCH BASIN WALL SECTION B-B VERTICAL CURB OR CURB AND GUTTER B PLANTING STRIP OR SIDEWALK CONCRETE GUTTER NOTE ,NOTE 6.: ;:; V?'; ,•,•. ;,.:.;a. X. :.•tit��i B E-j PLAN ow w Uj Ld z M��z 0 c3 LL1 U < � Z w < U 0 U C) m U LL (n NOTES: 1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 NC 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 STANDARD JANUARY 2018 CITY OF EDMONDS FRAME INSTALLATION PUBLIC WORKS STANDARD C DEPARTMENT DETAIL - 0 APPROVED BY: R. ENGLISH S D- 3 2 0 FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS n- - - - - - NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. `St. 18yv CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE FILTER FABRIC FENCE JANUARY 2018 CITY OF EDMONDS FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R- 9 0 0 GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2019 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 HE 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 IMMEDLITELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITF 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 BACK FLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYKru: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. ALI. DISTURBED SOLI. AREAS SHALT. BE. COMPOST AMENDED AND SEEDED OR STABILIZER BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON - SITE EROSN)N 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 EART14WORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOU RS OR SPOT ELEVATIONS SHOWN. 27, FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 29, CONTRACTOR SHALT. 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 (iROtIND OR CAVING EMBANKMP.NTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. C'ON'fRAtTOR 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 ANWOR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO AUTHORITIES GOVERNl.4G SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING U11LIlY 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 GL-NERALLY SHOWN BY DIMENSION. WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE, SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL Rh_ 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 950%_ COMPACTION TEST REPORTS SI IALL DE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY 13l' b" OR LESS, PLACE ET14AFOAM 21DD CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SIZE 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. Rcviscd 05.15.2017 Figure V-12.14: Typical Detention Tank Cabo" Yount 11" 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS uWl POs OTHERWISE APPROVED BY THE ENGINEER. (bw-* o aywhw- , scam Mole on" SAWA04) � (r►laa pulp anoern belowl 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND - OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE ' ' 2' mm SYSTEM, UNLESS NOTED OTHERWISE. q )TING DRAINS SERVING BUILDINGS SHALL CONNECT TO THE DRAINAGE SYSTE _LS 4 TH IIN 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. O2 ATB DRIVEWAY AMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1 ACROSS SURFACE CROSE WATER ENTRANCE. SFRPAPINGCE W STEMPACTICAL FLOWING OA MOUNTABLE BERM WITH R DIVERTED TOWARD S 5.1 SLOP TRUCTION ES WILL ENTRANCES PIPED 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. WASHING S USED, T SHALL 3 BE WHEELS DONESHALL AN AREA TABILIOZEDREMOVE TH QUARRYSEDIMENT SPARIORAND WHICH TO IGDA DRAINS SITE. THE I TO ANNAPPROVED ISEDIM NT I 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 STABILIZED CONSTRUCTION JANUARY 2018 CITY OF EDMONDS ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL F a0 APPROVED BY: R. ENGLISH E R - 9 01 ew" ahLdre Plan View Tl W4hr0LgW apk" shown soad and D" W (irks shown dashed IOC r ax su n„u `- access riaan carves I I frulaure nee v (FROP•T shorn) 0 V osornern elan" Iar�a( r_ T mn. 3+6 ^^ OeeanOon tor+h s11e N diameter (typ) reouimW 2 min Section A -A 'Fln+-+n�nuQn' system anr�wr, snucf NOW At m" wm oorroaron resmAwnt Swo pans pstiwwod and &What toalad (Tnaaimi! 1 or b~), or aiummmo el" (Type 11 c r owwm nva �\ I �nlwr gem d a�IR!♦ • _F YIIII pipe A !pow smal Pm JJ 1 (Ibr 1Nrnugn We 2 CO MIQJM Aar how Vwm* eye" wlty 7' rrrin dmn*w ar vent ppe welded w unk (mgijrod K no accost rslr on wAnk) NOT TO SC ILL-E Typical Detention Tank DEPARTMENT OF Wv.+aa.rhlAy:O'61 ECOLOGY Stag a' Washlrgrrn APPROVED FOR CONSTRUCTION DATE: CITY OF EDMONDS CITY ENGINEERING DIVISION LU co Z �I LL o 0 Q LU (Ifm > LU0 Z o W 4t � Y W U co 3:o co o co < m LU H < 0 Q w 0 \1 C� G Q 0 Q LL � Q W J J z U w J 0 U Q � W U Z N U) U) CY) O WJ O >Q co = W ILL cn U o w w o �0 o 0 O 0- Coo m X CN rl- oo 0 Q CD (n Co W I- o m 0 W a- W Co m .� U U I- 0) -5- m -0) LJ_J > C/)o U ) aj U Zw�� Q� W Z LO �N� d LJ_J c- o 10' 10' SURVEY LEGEND:FIL GCB STORM DRAIN CATCH BASIN (CB) CURB RTJ338.89 Go , �� IN THE NW114, SW114, SEC.18, T.27N., R.4E, W.M. ® STORM DRAIN MANHOLE (SDMH) °' '. SNOHOMISH COUNTY, WASHINGTON SSMH SANITARY SEWER MANHOLE (SSMH) �� In ` ' warER METER 13 _ LEGAL DESCRIPTION WV WATER VALVE C4 I -.Li U') 0:.' •A LOT NO. 3 OF BIDARCA ESTATES, ACCORDING TO THE PLAT THEREOF FIRE HYDRANT to RECORDED IN VOLUME 45 OF PLATS, ON PAGE 38, RECORDS OF FND CONC. MON IN o FIND CONC. MON IN LI . ' SNOHOMISH COUNTY, WASHINGTON, POWER POLE v! CASE W 2 BRAS 2" W -p CASE W/2" BRASS 18 9 T H P L . SW / " : ' IE-340.5, HH � UTILITY HAND HOLE DISK W/"X DWN. DISK W/"X DWN. < TOGETHER WITH AND SUBJECT TO ALL EASEMENTS, COVENANTS, 0IS X339.35 28' 0.3' WV _ < L ' t RESTRICTIONS AND ENCUMBRANCES OF RECORD. S89'07'05"E 191.00 '' t DECIDUOUS TREE V 17810 < - EX. SSM � v • • . Y' CONIFEROUS TREE RIM=339.77 SBM CTR CHNL=332.12 SITE BENCH MARK `r ROCK4 CATCH BA�J #4 TYPE 1 RIM OF MANHOLE ! . RIM= 33 80 ELEV. = 332.12 ,. A 4 <• $ IE= 337.3 6"E o • '1 CUT AND PATCH PAVEMENT N o ® EX. SDMH �' RIM=339.86 ASPHALT DRIVEWAY N '.' ;''. 15" W IE=328.96 8.26 SD SD SD SD SD SD�R9)SD SD SD SD p�--SD---�-� „t: L WTR CONLVLNECTION • ! NEW CO 2" W 8'DEC �14"DEC t r`I LI• < :L �. '<' 2-MB �' i tr `'� `< _ 6" PVC ELEV 334.E IE=347.23 • PROPERTY CORNER �' CORE -DRILL �• A. 1: iL i. v<''C Y t 1 t 4 cl... L �' < 1. < L L < ' �' • ' CONC. SIDEWALK r t. L. < < 1 1 1. �' it •: ..• .. c'•.: '. <� t ?1'•• < � '•' � 1 �' �L340.611-O .:' �`' ti' .i c•.t .�.s.. a �.ti L < , •1 ;. �• •:<, << 2 (� L ,' S< < L t ti t ti i c ti 1 <• •',:� .rM � t. i, •. c' '�t F r BOARD FENCE • c t i;.,.. c t O O CHAINLINK FENCE v� GS 9? 3g A N89'07'05"W 89.04 X346.48 X343.87 IE= 33 3 _ I c r .08 CBI C�K WALL ASPHALT31 9 I I 4 O 13t Y 110- X 346.72 Figure II-3.26: Cross Section of Sediment Trap Surface area determined at top of weir 4' Min. 1' Min. Overflow in �' 1' Min. �- d+ 1.5' Min. Flat Bottom I 1.5" Washed gravel Discharge to Note: Trap may be formed by berm or by Geotextile stabilized conveyance, partial or complete excavation. 2" - 4" Rock outlet, or level spreader Rip Rap NOT TO SCALE �r Cross Section of Sediment Trap Revised June 2016 DEPARTMENT OF ECOLOGYPlease see http.Y/www.ecywa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. 2019 Stormwater Management Manual for Western Washington Volume 11- Chapter 3 - Page 386 CUT AND PATCH PAVEMENT TO NEAREST JOINT AS NEEDED LOT 2 X 339.56 �P. a°J 0P� BASKETBALL rn �I i/ 340.17 X / N �� N .I v m 0 34E 0 0 X SO. 42 343.42� rn � D 342.17 n O 1 v O x a F 75 It 0 342.55 v m I X3 .52 N s� f/1 cry m D ° ? I X 345.8 D 0 RIM=342.5 14 31LF 4" PVC O 2X ll \CAH BASIN TYPE 1 X �44•'�TC2 RIM= 342.64 II IE= 340.0 4"N Iv � N �I G v D 345.28 �_DE 10-0" SETBA X343.17 11 79 350.25 G 3! )8 ,yg0 EX 1" WATER METER X 346.82 X 351.32 X 350.69 $52.91) `� ----- X 351.06 15' UTILITY EASEMENT REFERENCE PLAT FLAG O POLE `OS �O F 4" pyC I��I ?� ii 2 I OS u ■ ■ rn cd I� 11 v 1`I ====___-' --- �355.80 r� v �0I I I I --I. -- ISM I I I I 346.85 r ---- 11 I m LOT 4 O w' N W 1 N of I i 3 X 349.37 g . SSCO o m m m n A 1 o W X 347.06 rn 3 0 0 355.72 r Q. O w 340 0 3 \_C N z I 391 n > D 0 C D M \ p G) \1 D D rn G') 41 !� o 46.:i1) X346.13 ao X 347.63 I CHAINNN FENCE -70 89.00 _*16"EVRGRN 01/111111 �11111111 ;A \II i ju 11 I rn 3 rm rn n n= pD 3z D POWER LINE EASEMF T AF#874287 \ REFERENCE PLAT S? 10'-6" FNE REBAR & CAI LSA 4561 10'-0" SIDE SETBACK W I4T",x�4" POST 0 ® X X352.76 o rrn I N O N n -� - 352.39 SITE DEVELOPMENT NOTES: 10 EXISTING GRAVEL DRIVEWAY TO BE REMOVED. 2O EXISTING LARGE BOULDER TO BE RELOCATED. 0 EXISTING CHAINLINK FENCING OR MASONRY RETAINING WALL TO REMAIN. O4 NEW, COMCRETE DRIVEWAY TO BE INSTALLED FOR DRIVEWAY AND GARAGE APRON AS SHOWN. 50 EXISTING 40" CEDAR TREE - REMOVED BY OWNER. 60 EXISTING MAPLE CLUSTER -REMOVED BY OWNER. 70 EXISTING 18" EVERGREEN -REMOVED BY OWNER. NEW, 8" CONC. BILK. RETAINING WALL W/ W.P. SYSTEM AND DRAINAGE LINE PER CIVIL DWGS. 90 EXISTING SHED TO BE RELOCATED BY OWNER. 1� NOTE DELETED 11 NOTE DELETED 12 CONNECT NEW WATER SERVICE TO EXISTING WATER METER 13 CUT AND PATCH CONC SIDEWALK TO JOINT 14 INSTALL a PVC SDR 35 SIDE SEWER AT 2% MINIMUM SLOPE ® INSTALL POWER, CABLE, TELEPHONE UNDERGROUND UTILITIES PER INDIVIDUAL UTLITIY PLANS EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE DETERMINED BY THE CITY ENGINEERING INSPECTOR I PER TR543 SE DETAIL SMPVEMENTS SHALL BE REMOVED AND SHEET REPLACED A ALL FINAL RESORATION WITHIN THE RIGHT-OF-WAY SHALL BE COMPLETED BY THE CONTRACTOR AND NOT THE CITY OF EDMONDS m >R r w o Q r z NC111 m m LL o CD m LU > LO a Q w U �� mw O tY a_ a. 2 co ❑ - ❑ ¢ n 0. O N GRAPHIC SCALE z 10 0 10 20 O rW V ( IN FEET) < Q Z 1 inch = 1 ft. �/ Q z O _j 0 �--• L.L Cn LLI I..L C� G Q 0 Q Q LL � Lu z J ( J W_ J D m U Q U) LU Z N O 00 J CLJJ O Q O O LL _ LL � C:) W O U O W W J Q O = m CQ0O O IZ 00 X CN CN LL 00 0 Q OLij I— O U 0- CDT,) co U n , 7 0) Vn ,) VJ � QJ 0) W > Cn �O N U-)�m U LLLJ Z,� � U =�� LL1 01 OH- Q) LLJ APPROVED FOR CONSTRUCTION `1 5; C'A � C5 W o c� ^^ CITY OF EDMONDS .01 DATE: 0 n BY: � n CITY ENGINEERING DIVISI❑N I FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2" EDGES SHALL BE TACKED NEATLY PER PG 58H-22 WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 & 5) 1' APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 1' SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. TRENCH WIDTH 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 OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS. 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 SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. REVISION DATE CITY OF EDMONDS TYPICAL HMA AND APRIL 2021 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 41 0 (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 J 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 POSSIBLE SEWER MAIN LOCATION 22.5' OR 45' BEND 6" TEST TEE 6" TEE POSSIBLE I SEWER MAIN LOCATION NOTES: 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 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. 3. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 4. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 5. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT St. 0 NEW LATERAL SEWER FOR EXISTING SEWER MAIN PIPE APPROVED BY: R. ENGLISH REVISION DATE FEBRUARY 2023 STANDARD DETAIL SS-202 V, Lo rn- Ow 0 0 wg 0 <:2 �a o� 6• MIN w z 0 N w a a 6" MIN SEE COE STD DTL GU-410 BEDDING MATERIAL (1-1/4" MINUS) CRUSHED SURFACE BASE COURSE (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE • 24" FOR 8" DIAMETER PIPE • 36" FOR 12" DIAMETER PIPE • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER 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 APRIL 2021 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 400 TRANSITION PANEL DRIVEWAY WIDTH O5 STANDARD 1/2" FULL 11 EXPANDSIONHCONCRETE K JOINT SIDEWALK Q (TYP) O SEE COE STD Fr_, DTL TR-531 -if / / �6 \ \ PLANTER 0 PLANTER � � CONCRETE CURB Q DRIVEWAY APPROACH AND GUTTER, SEE FLOWLINE 8 3' SIDE SLOPE (TYP) U 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 O8 2% MAX 9 V� SLOPE r, % ROUNDING a 6" CONCRETE DRIVEWAY APPROACH 2" 5/8" MINUS CSTC COMPACTED SUBGRADE 10 SECTION A -A NOTES: O 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. O 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. O A MINIMUM 4' RAMP TO BE INSTALLED UNLESS APPROVED OTHERWISE BY CITY ENGINEER. O FULL DEPTH 1/2" EXPANSION JOINT REQUIRED BETWEEN CURB AND DRIVEWAY APPROACH. O MAINTAIN 1/2" LIP AT GUTTER ADJACENT TO DRIVEWAY APPROACH. O 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 PUBLIC WORKS STANDARD DEPARTMENT DETAIL FSt. 189� TR-543 APPROVED BY: R. ENGLISH MH FRAME AND COVER PER COE STD DTL GU-420 2" TO 6" CONC RISERS (4" MIN - 18" MAX) USING NON SHRINK GROUT - - - 10" MIN TO PROVIDE SMOOTH FINISH - - - 24" MAX INSIDE AND OUT = -_ 24'° 28" MAX 2 HANDHOLDS SEE COE STD DTL GU-423 } 6" MAX POLYPROPYLENE SAFETY ° ECCENTRIC STEP/LADDER 12" OC PRECAST CONE PRECAST SECTIONS 4" MIN THICKNESS a a�. n ll TYP MIN SAND COLLAR DR KOR-N-SEAL MANHOLE XNOCKOUT STEPS FRAME AND COVER NOTES: 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 GU-423. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT SEE COE STD DTL GU-421 B FOR MH SIZING AND PIPE ALLOWANCES ' a a A. ° 9 <. a 4. e 16" MAX CONSTRUCT CHANNEL SHELF ? ° 6" MIN a SEE COE STD DTL GU421B REBAR MIN 2" CLEARANCE TYPE I MH APPROVED BY: R. ENGLISH REVISION DATE SEPTEMBER 2023 STANDARD DETAIL GU-421 A 7 Rd SW SOUTHWEST COUNTY PARK ONE-WAY CLEANOUT (TYP); SEE STD SS-200B P1 s j \ 11 - CC) , 180t / JsP Ln z 181 t PI 181 s t; = th Av SW 182�d PI L > W 18 d PI 82 >S a I N � - sw �I �,� I > W 00 y ^r� Q' 9 oo c .- 184th St SW SEAVIEW PARK < / 8 4 s 185th c HUTT SW �'' 185th St 185th P/ Y �,� > °p PI PARK W ov¢ ono > 186 \ 1$7 -p1 Rr 186th t SW ^I St d Q 187th J 186th PI 51 SW 00 ,r St 51N a t7t St SW 3 �e Colonial s 188th olSt SW a, Dames of a -a'� c America a rni � � N rn 189th j Q Blake 190th Sw PI Sw 190th S 19 I h St SW 11 PI Q� St SW � 191st 1s OSIERRA 1 t St�Jru sSW 9PI SW -0 PARK PIS 'o 9 /�?a> Q1192n& �f St SW t o - Q/ a W t J r Q Sierra E 2 -I CT ? �e n or �i. = 193rd PI SW s�oa F P/ Ln Gad' P '9` o' „D I lFore Dr I st 194tsw `t 194th PI 194 St 00C EIQ 94thPI SIV� SW �o cws -"l-� ..�. � 89th PI Puge o Excelsior PI 1 Melody In Puget IIGET DR �ZQ, 524 I z z Puget Wy Hindle 3:Ln �I ^ Yewland > y +fL MA OOD 9okmere WY PARK o0 Bakme Dr I c am leYLrt lewlaE o a a6° - e VieVMDI wm0 r a z 1:2 St er-EASPERS ST -� . I sta 1IVy Ln Z Mountain sta Vista Pl sa Vista I Ln Casca 1100 t00 " tY Aloha St 24 a Dr Casca a Ln a�Casca C z Aloha St - Siena PI CD > > a Carol LnSt t L a Glen St GI � < rn 0 �' e�Q Sierra H Dal St o HAUL ROUT 202�d St Sw �41� ~l- �4Q 0000 ts. 2 PI: 1 51! h c- { a ;SW j;:� P 31. thS 198th a 1 P I S W N a 'n °Ol SW �l. {+ 0 ao _� C�Q =.; v 0 SI 03j �!20 nol PI SW o0 - 203rd St W 20. �Z Q w � z a w 0 N m RESIDENCE wOf w ONE-WAY j cwn CLEANOUT a z WITH 45' O 2' BEND AND (MAX) CAP; SEE STD SS-200B LLU NOT TO EXCEED 100' BETWEEN CLEANOUTS ONE-WAY CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE TWO-WAY CLEANOUT (W/ CAP LEVELING COLLAR; SEE STD SS-200B AND CLEANOUT COVER) AND LU (SEE NOTE 5) CONCRETE LEVELING COLLAR; Q SEE STD SS-200C (SEE NOTE 0 5 & 6) O z 0L��X• 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT LID TO BE 12" CAST IRON CLEANOUT COVER WITH 1/2" HEX BOLTS AND A PICK HOLE. EAST JORDAN IRON WORKS PRODUCT #00366102 OR APPROVED EQUAL. 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: • IN ROADWAYS PER COE STD DWG GU-424 • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR 5. TWO-WAY CLEANOUT SHALL ONLY BE USED IN CITY ROW/EASEMENTS. WITH APPROVAL FROM THE CITY ENGINEER, IT SHALL BE USED IN LIEU OF A ONE-WAY CLEANOUT, IF ONE-WAY CLEANOUT CANNOT BE PHYSICALLY INSTALLED AT THE EDGE OF ROW/EASEMENT. TWO-WAY CLEANOUT SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO EDGE OF ROW/EASEMENT. 6. TWO-WAY CLEANOUTS SHALL NOT BE INSTALLED ON PRIVATE PROPERTY. REVISION DATE CITY OF EDMONDS MARCH 2024 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH SS-200A ROW CONTROL STRUCTURE �I45"j- _ NON -SHRINK GROUT PVC PIPE• 1.-0' MAX • CONTROL DEVICE EL• ASSEMBLY TO BE COUPLING PVC PIPE REMOVABLE FROM (OPTIONAL) STUB• I INSIDE THE FCS I PVC PIPE* SET SCREW TO I Nr j I PREVENT ROTATION _ JL INVERT' TEE. GASKET (TYP) f / I ZSPOOL* ' 1 J PVC PIPE ELBOW PVC ADAPTER* W/ CROSS` DOUBLE GASKET Io I AND ADHESIVE BONDED SAND FINISH ON E]iTER10R MIN 7" LONG DRILLED ORIFICE CAULK SPACE BETWEEN IN PIVC cNS10E PVC ADAPTER AND PIPE STUB CONNECTION 'atCAP PLUG CONTROL "CE ORIFICE DIAMETER• DRILLED DETAIL-e ORIFICE CONNECTION AND 0 LADDER OR HAND HOLDS - Du• CONTROL DEVICE POLYPROPYLENE PVC INSIDE (SEE DETAIL A) CAP PLUG' OUTLET PIPE / --E- - q ALLOWABLE OUTLET LOCATION CINCH ANCHOR (I W to 31 S') WIRE ROPE FINISHED GRADE j��CLIP (SS) CATCH BASIN TYPE 11 /!f DEFORMED V-NOTCH WEIR AS NEEDED• PER COE STD DTL SO-300A aD 3/8" STEEL OVERFLOW ELEV• I IN ROD (SS OR - - • + ALUMINUM) SUPPORT (2 REO'D) } ADDITIONAL ORIFICE LENGTH TO FII AS NEEDED' NVEII 6" MIN C� 1'-6" MAX CROSS ROSSde FLOW CONTROL STRUCTURE CONTROL DEVICE �i I SEE DETAIL A ADETENTION PIPE PIPE SUPPORT (LENGTH, DIAMETER. DETAIL B IAAIETER, MATERIAL TYPE)* FLOW CONTROL STRUCTURE SHOWNW/ TYPE 2 CATCH BASIN 2 CATCH BASIN ',DETAIS A do B SHALL APPLY TO ALI. DESIGNS NOTES: WHLRE A SHEAR GATE WOULD OTHERWISE APPLY) SPECIFIC DESIGN INFORMADON AS INDICATED ON APPROVED CONSTRUCTION DRAWINGS I R T INVERT TH PIP INVERT 71 PIP N TU HA UA T HIGHER R HAN THE N � 0 DETENTION E STRUC E SHALL BE EQ L O OR G E E VE'ii OF E OUTLET E PRIVATELY -OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY - SEE COE STD DTL SD-3006 REVISION DATE FLOW CONTROL L SEPTEYI9ER 2023 CITY OF EDMONDS STRUCTURE PUBLIC WORKS (FCS) STANDARD DEPARTMENT DETAIL APPROVED BY R- ENGLISH S D- 3 0 1 Hain ROUT APPROVED FOR CONSTRUCTION siTE CITY OF EDMONDS DATE: CITY ENGINEERING DIVISI❑N w `IOIO � z Q m > Cp z w 0 0 J U IY Ji W ❑ ❑ Q co 1116; W � 29 1 o v / J Q w 0 Lot r r N C� G Q 0 Z Q LL U_ Q W J J z U w J 0 U 0 0 Uj ZLli N O v 00 0 O C� J Q O LJJ = W O LL co U O W O w 00 Q W 00 � m C0 x N 00 Q O (� 00 W O 00 M .� U u Q-) 6 CA U - -C C7) m I) W � OJ CILJ cn o Q,) U-J . 00 � 0) U zwC'Li C!kj �N� d W000 .^..^.