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APPROVED ENG STM-CIVILS-BLD2019-1553' I I/I I I N43°02'59 "E F_ II I 11 TRENCH DAM (TYP.) 13.66' I F F /I- F 3 ri 181ST PL SW.. 181ST PL SW RD j`-182ND PL SW 4t JJ Q 182R'D PL SW I IE=340.44 (6-PVC IN, E) I I OF CORNER ON PROPERTY IE=341.10, 6" (W,SE) / 1 9' REBAR W/CAP OFFSET 1'(W)J(� O J O'547E (CONTRACTOR TO FIELD LINE. 0.70'(S) OF FENCE. INSTALL 8"0 CO W/ 12" CAST IRON LAMPHOLE / I ON PROPERTY LINE. 0.35'(W) I 28.15' \ / / / OF FENCE COR. FENCE COR. \ g J J VERIFY IE S AND CONTACT I LMH \ COVER WITH 1/2 HEX BOLTS AT PROPERTY LINE. / < / 1 ti / RICJN ENGINEER WITH ANY RIM=347.46 \ 0.6'(W) & 0.1'(N) OF CORNERn O- (CONTRACTOR TO FIELD VERIFY LOCATION AND - - ( SITE t o /MATCC DISCREPANCIES.) IE 6" RCP(N)=340.28 DEPTH OF SIDE SEWER STUB. MODIFY AS �\ LEGEND w AFN# 202007290684 IIE 6" RCP(S)=340.38 FENCE 0.3'(S) NECESSARY) - SANITARY SEWER CLEAN OUT (CO) S AT CORNER \ N 88°42'13" E 101.31'- - - - O L - - - 30.00' - - - - WOOD FENCE71 I ►� EXISTING MONUMENT (AS SHOWN) CO � -S R► / N43°02'59'E-------- --r - -- X ---- X / LYd7p1C AVE 184TH ST-SW I( 13.9' m 8ZE / I �Oa SECTION 1/4 CORNER NOT FOUND P POWER POLE I 1 kaf xOPGUY POLESECTION CORNER NOT FOUND BUBBLE -UP I ❑ WM WATER METER185TH- T SW- CATCH BASIN I S' - aW RIM: 344.75t I x • FOUND REBAR/CAP OR LP. (IRON PIPE) WATER VALVE � WV 0! _1 a / I185TH'PL4'SW12LF-6 PVC ®, 2.2% S, / l OBSERVATION PORT u Mg 2(C) CALCULATED MAILBOX �o wye at connection SSCO#3 l RIM: 346± (TYP) (P) PLAT UTILITY POLE ANCHOR ca RIM=347.5t / / 18fiTFl S7 5W a / SHEL IE=340.48 (6" PVC IN, E) / (M) MEASURED N 3 a " i / x FIRE HYDRANT (2 NOZZLE) rn a as ✓/ IE=340.48 (6 PVC OUT, W) / $QX12�'3,5 / � 1 A-- i �3 �1 a \ / CLEANOUT INFILTRATION THE VCH C4 CI TER TO BE REMOVED TYPE I NGPA SIGN W , a ��` -I I // RIM: 346± \ O ' CLEANOUT R.O.W. RIGHT-OF-WAY W PROPOSED WATER W _ 17 E � // 'I / RIM: 346± \ 1 / o l 4" FOOTING DRAIN (TYP.) S P.O.B. POINT OF BEGINNING PROPOSED SANITARY SEWER VICINITY MAP N I a a a I a � �, SEE DETAIL �0.0' C0 / �O i INTO INFILTRATION TRENCH C4 -BSBL S SCALE: 1 "=2000' IZ CENTERLINE PROPOSED STORM DRAINAGE I wa 20'1 1 / rn CLF CHAIN LINK FENCE PROPERTY LINE INGRESS, EGR SS o - - I CB 1 W SOLID LID & I U & UTILITY -EASE ENT i \ / cy PUSH -ON TEE 3LF-6" PVC ®33.39 I WDF WOOD FENCE X X EXISTING FENCE LINE ar- ® RIM: 346.65± I B W.S. WATER SURFACE 202003050124 a a I a a A �E: 343 (6" PVC IN, S) "�CO)#10 I �343.5 EOP EDGE OF PAVEMENT o_ I a \ I I 344.75 IE 343 (6" PVC OUT, N) CO 9 �RIM: 346.9± \ EDGE OF PAVEMENT a \ `z° YD 3 a ° RIM: 346.9± IE. 3 4.25 \ BOW BACK OF WALK - - - EXISTING CONTOURS --- -�-------- -- y I / # IE 343.9 \ I xxx BLD PERMIT #BLD2019-1553 o / ZRIM: 346.9± 0 STORM DRAIN CATCH BASIN CB PROPOSED CONTOURS a a a a4 1 �� � I / IE. 344 COVERED \ o' CB ( ) ROW PERMIT #ENG2020-0454 a a v I \ I / a PATIO \ I STORM DRAIN MANHOLE (SDMH) PRE-EXISTING DRAINAGE PATTERN SEWER PERMIT #ENG2020-0456 PATIO a a 6'ROOF DRAIN I \\\ O SS SANITARY SEWER MANHOLE (SSMH) P DRY UTILITIES (POWER, PHONE, AND CABLE) WATER METER #ENG2020-0455 z a I I 9LF-4" PVC ® 2.7q I l CO#11 NOTES: „ , o I i I I �����--------- a RIM: 346.9±\ I 1. PROJECTNOTE.° S C ALE : 1 = 10' � NO 1 °36' l2 V I 17.3' ++ IE 344.4 \ THE r�cEWEW14043 Y�4 Tom^-rRE USE. I I 110.75' I SS` YD#2 CO#8 I \ ALL INTERIOR FENCES ARE TO BE REMOVED OR RELOCATED. RIM: 346.85± 710 / RIM: 346.9± \ I 2. IF THE EXISTING SEWER LATERAL IS PROPOSED TO BE REUSED, THE CITY'S PUBLIC WORKS DEPARTMENT WILL 1 IE.' 344.5 E: 344.25 + \ NEED TO TV THE LATERAL TO DETERMINE IF IT IS ACCEPTABLE TO RE -USE. CONTACT EDMONDS PUBLIC WORKS EQUIPMLNTAND PROCEDURE' 10 5 0 10 20 �- X / I \ 0 12 SEWER DIVISION, (425) 771-0235, TO SCHEDULE INSPECTION. z METHOD OF SURVEY: RIM. 346.9± o . A MINIMUM F SEPARATION 1 T YUTILITIES P A SURVEY PERFORMED BY FIELD TRAVERSE / I I IE 345.25 3 M N MUM 0 3 SE ARA ION S REQUIRED BETWEEN HE DR COWER, GAS, PHONE, CABLE, ETC.) I / u AND SEWER, WATER AND STORM AND 5' FROM ANY CITY MAIN LINES. 10.0' v� INSTRUMENTATION: 4. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR NOT THE CITY OF EDMONDS. LEICA TS15 ROBOTIC ELECTRONIC TOTAL STATION SSCO# 1 MAIN \ N ZE / RIM=346.9 RESIDENCE FIN. 5. ALL UTILITIES TO BE PLACED UNDERGROUND. PRECISION: \ \ I I \ MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 I I IE=342.5 27041800103800 FLR. AT 347 I I p � � � I i w 6. A MINIMUM OF 10' HORIZONTAL AND 1.5' VERTICAL (AT CROSSINGS) IS REQUIRED BETWEEN SEWER AND WATER s I I I \ 6" ROOF DRAIN LINES. BASIS OF BEARING: I I I I \ I I I \ (�•P) THE MONUMENTED CENTERLINE OF 184TH ST S.W., \ I I 10.0' BSBL \ / - \ \ COJ13 I I Q 7. A MINIMUM OF 5' HORIZONTAL AND 1.0' VERTICAL (AT CROSSINGS) SEPARATION IS REQUIRED BETWEEN WATER AS THE BEARING OF N 88°34'50" E. RIM: 346.9± I I AND STORM LINES. z l I IE. 344.75 , Y BM \ , _ I I 0 8. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL STORM PIPES LOCATED UNDER A DRIVABLE SURFACE AND 1' FOUND CASED CONC. MON. W/ 1-1/2" BRASS DISK & 'X" 12' MIN WIDTI I 27041800104100 I J _ ROCKERY I� - ' I I m OF COVER IS REQUIRED FOR LANDSCAPE AREAS. DOWN 0.65'. VISITED 3-13-19. ELEVATION = 358.51 '. VELI _ w DRVA WAY I I - ` N / I \ i I = 9. HOME SHALL BE SPRINKLERED. AT INTERSECTION OF CECIL ST. & OLYMPIC AVE. w 1 1 2" POLY WATER LINE I I I 10. ALL FINAL RESTORATION, INCLUDING WITHIN THE ROW, SHALL BE COMPLETED BY THE CONTRACTOR NOT THE w I / z I+ CO#5 \ I I CITY OF EDMONDS. DATUM: NAVD 1988 WITH TRACER WIRE I I o III } I RIM: 346.9± JI I NAVD '88-3.62 = NGVD '29 (MSL) CO#7 L _ _ IE 344.85 0 11. CONTRACTOR SHALL INSTALL AMENDED SOILS PER BMP T5.13 FOR ALL DISTURBED PERVIOUS AREAS ON SITE. - I \ o I RIM: 346.9± Lo- - fi RIM.•4346.9± SEE DETAIL 3/C3. ENGINEER I \ U I IE: 344.5 _ _ _ IE 344.95 I b 3 I \ _ _ _ _ _ 1 - 12. IF RIM TO INVERT OF INLETS EXCEEDS 5-FT THEN A TYPE-2 MANHOLE IS REQUIRED. INSIGHT ENGINEERING COMPANY I P.O. BOX 1478 20' 1 1 3Q �46.SS „�CO#6 ± �46'8g- k yt, n I J 13. THE CITY'S PUBLIC WORKS AND MAINTENANCE DEPARTMENT TO FABRICATE FIRE/AID ADDRESS SIGN. THE EVERETT, WA 98206 I 6� RIM: 346.9 I I CONTRACTOR/OWNER SHALL CONTACT THE ENGINEERING DIVISION BY EMAIL AT CONTACT. BRIAN R. KALAB, P.E. CCIOD � � � � R=24' IE 44.6� � n I ENGINEERINGPERMITS�EDMONDSWA.GOV TWO WEEKS IN ADVANCE OF THE REQUESTED SIGN FABRICATION. A SIGN PH: (425) 303SIGHT // a F F_ F F_ � F F F F� F/ I I I I FABRICATION FEE WILL BE COLLECTED PRIOR TO PERMIT ISSUANCE. EMAIL: INFO�INSIGHTENGINEERING.NET I / a F_F_F_F_�� I I I slsar- �ERMEABLE PAVEMENT 12" CLEAN OUT a I I SURVEYOR 1 / F �� - �����FF I j j ��FF TO SURFACE PROPOSED 1 " WATER METER. w I I / ��PMF �RF �� �,�3464 PACIFIC COAST SURVEYS, INC. GARAGE T.O.S. AT 347' I P.O. BOX 13619 INSTALL A HOSE BIB WITH I a F F F_ FDRwAY 7 F_ F_ F_ F �I 'PROPOSED FLOW MILLCREEK, WA 98082 AN AVB AT METER DURING 1 r- PATH (TYP.) I o 0 0 0 0 0 0 0 0 0 o CONTACT. DARREN J. RIDDLE, PLS CONSTRUCTION I I \ � �� ��\ 560.0 CO#2 _ I I I ROOF PHONE. (425) 512-7099 PROPOSED S - - _ = i I RIM: 346.9± �� IOVERHANG o o ( ) 357-3577 DRIVEWAY CS I \\\ rf ���� ol�: 345.z5 r- 3469 I Cop I w o 0 0 0 o APPLICANT/OWNER F� F�F7FFF7FIT I RIM:346.9± z _ IE 345.1 I w --------- 2'_ ---�- I -� I `- - - - ---- I o 12"x12" 2630 77 HOY dt E, UNIT O5 F F F F F_ F F FF F_ F_ w o 0 0 0 0 0 0 0 2630 77TH AVE SE, UNIT A515 I - - MERCER ISLAND, WA 98040 EX. -O- � I � � � � � � � � � � � � � I I � � FACTORY TEE PP l FIRE AND AID ADDRESS SIGN REQUIRED 1 F O 7 F \ a / ° LEGAL DESCRIPTION A PHALT TRANSITION � � x AISED EDGE FROM (I•BR) SEE NOTE 13 I F F F_ - _ _ . �w o o ( ) \ I I -- C RB TO OUTER EDGE \ SCALE ASPHALT TO 1 TRANSFORMER o o LOT 2, CITY OF EDMONDS SHORT PLAT NO. S 25 74 RECORDED UNDER �A D.U. O o 0 0 o OBSERVATION RECORDING NO. 201903220376, WHICH IS AN AMENDMENT OF O DRIVEWAY \� � � DIRECT DRAINAGE TO EAST / - - I- - - - - \ I\ F � FlnT SLR. o o ° o ° o PORT RECORDING NOS. 2357897 AND 2357898, BEING A PORTION OF THE �stj AT 347 I + x ° o NORTHWEST QUARTER OF HE NORTHEAST QUARTER OF SECTION 18, EX. CURB / I �� '� + ��°� I w ° o ° ° TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., RECORDS OF SNOHOMISH EX. CURB I �� +��F7_ ���� ° \ w o 0 0 ° o 0 0 o COUNTY WASHINGTON; -� Li O rn OGLINE �- 3 coil 'PROPOSED FLOW o 0 0 ° o 0 0 0 _ \ I � P � # o TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AS I RIM: 346.9± ARROW (TYP.) 10 0' x o °° DISCLOSED BY 201903220377, WHICH IS AN AMENDMENT TO RECORDING FF F F F F F F + IE: 345.4 ° ° NO. 2357898. Applicant shall repair/replace all j 30.00' \ IFF F F F F I _ -- - - - - ° ° ZE ss ggmage to utilities nr frontage 50 �� ����� -6 - - - VC 345.85 0 0 0 0 0 0 ° SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. -S ss S Improvements in City right-of-way I F F �� F_ F_ F_ F_ F_ F_ F_347.5 F_ F_ F_� �0 F �6 g PATIO 34LFN4 P RIM: J x x c ° o o ° 0 0 0 0 0 per city standards that is caused or / I I ,�o ^� o o RIM: 5.25 o o ° y R F F F F� � ���F F F �F F F F F F F�F F�F F F a Q IE 345.25 � o o ° o CITY OF EDMONDS 184TH S T �S W occurs during the permitted project. 30' x 20' - 1 ° ° ° T. • W. I ACCESS EASEMENT_ � � FF � � �� � EF5E-F F � F-FT _ -� � � �95 0� ° 0 0 I I Flo ������ FF_F_F_FFF_F_FFF_F_ �46 YD#1 ��ro. o 0 0 0 0 0 o APPROVED FOR CONSTRUCTION I 1 ���� ��f ���������������� - 346.8 RIM: 346.84± ,g x x o 0 0 0 0 o ENGINEERING DIVISION IE 345.59 I � _ APPROVED AS NOTED EX.ROAD- �, /FF-FFF FFFFFF --- `iQj sr6d, l 273.11 _ _ - N88°39 16 E O X- X j X o - N 8°3 0" E 414. 12.77 1 �y�- 30" HIGH BLOCK W�L� \ ' W W I Fpl F- X X WOOD FENCE _Si[)W - X - - - - - - - N 88'38'51 " E 101.42' I FOR: � �I 1 /27/2021 0 0 0 0 0 0 0 W r W S D S D S D ---- _ \ FENCE 1.2'(W) &� I o 0 0 0 0 FOUND REBAR NO CAP 20.0' REBAR W .CAP \ I I/ 0.9'(N) OF CORNER O O IF OPEN TRENCH THENOFFSET 1.0'(N) OF \ I o 10.4'(S) OF CALCD F CORNER ON 4 1 2 PERMEABLE ASPHALT WATER AND POWER TO BE/ 346.0 ASPHALT PATCHES POSITION PROPERTY LINE TOP AND SIDES LINED BORED UNDER ROAD � (SEE NOTE 5 BELOW) SHALL BE COMBINED 15.p�- �0.60'(N) OF FENCE. OBSERVATION WELL WITH PEREABLE FILTER o 0 0 0 0 0 0 0 0 0 PERMEABLEASPHALTNOTES.° N06°55'38"E I F 4 518" CRUSHED ROCK TOP COURSE FABRIC CLEANOUT 20.22' F F_ F NON -WOVEN p o D o COMPACTED TO A NON -YIELDING 346 ° STATE _ 12' - d Cl d 1. THE PERMEABLE ASPHALT SHALL BE VACUUMED AT LEAST TWICE A YEAR AND W I FILTER Tj - P AFTER STORMS LEAVING DEBRIS ON THE SITE. IF PONDING WITHIN THE FABRIC (MIRAFI a P 314" TO 2-112" CRUSHED PARKING LOT AREA IS OCCURRING, THE SYSTEM SHALL BE VACUUMED MORE F 2 I 140 NS) RAILROAD BALLAST ROCK BASE 344.33 I PAVEMENT SECTION 1 INFILTRATION TRENCH DETAIL INSIGHT ENGINEERING CO. FREQUENTLY. IF PONDING PERSIST, THE PAVEMENT SHALL BE REMOVED AND F D° D COURSE COMPACTED TO A FIRM ANY FINES OR DEBRIS REMOVED FROM THE SYSTEM. IF THE CRUSHED 22 o D CONDITION WITH A VIRBRATORY 344 C'1 NTS FIGURE III-3.1.2 P.O. BOX - 1478 SUB -BASE HAS BECOME CLOGGED, IT SHALL BE REMOVED AND REPLACED o COMPACTOR. EVERETT WA 98206 N43°02'59"E "' 4" PERFORATED PIPE WITH NEW MATERIAL, OR CLEANED AND REINSTALLED. IF THE FILTER FABRIC F TRENCH DAM (TYP.) MINIMUM 24" FOR APPROVED SOIL SUPPLEMENTS. "' ® HAS BECOME CLOGGED IT SHALL BE REPLACED. THE PAVEMENT SHALL BE 13.66' J 5 WATER QUALITY \�\\�\\�\\�\\�\��\��\\�\\ APPROVED SOIL MUST HAVE A CATION �425� 303-9363 �4ZS� 303-9362 FAX RESET IN NEW SURFACING TOP COURSE. /� 3 EXCHANGE RATIO OF AT LEAST S.Omeg/100g. I 1.5" TO 3" INFO@ INSIGHTENGINEERING.NET 340.83 = WASHED ROCK 2. THE LANDSCAPING SHALL BE MAINTAINED TO INSURE THAT FINES DO NOT F F w CS SEE NOTE 4 BELOW. = I� _ r SITE ADDRESS: 8051 184TH ST. SW. Know what's below. LEAVE THE LANDSCAPE AREA AND REACH THE PERMEABLE ASPHALT. � F I N04*3012' EDMONDS, WA 98026 3 28.15''54"E 2 PERMEABLE ASPHALT PAVEMENT 3 INFILTRATION TRENCHDETAIL 1 CITY COMMENTS BRK 08-14-202o TAX ACCOUNT NO.'S: 27041800103800 RESUB Cal l before you dig. � I 28.15' w _ UTILITYCONFLICTNOTL:� Cl NTS C1 NTs FIGURE III-3.1.2 Jan 21 2021 REV. NO. DESCRIPTION INITIALS DATE D-\' DEVCITY OF EDMONDS 4. THE AMENDED SOIL SHOULD CONSIST OF ADEQUATE COMPOST MIXED WITH o � / ELOPMENT SERVICES CAUTION° CLEAN MEDIUM TO COARSE SAND TO ACHIEVE AN ORGANIC CONTENT OF AT w BLD2019-1553 DEPARTMENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LEAST 10q BY DRY WEIGHT. LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER 'LET N43°02'59"E SHOWN ON SURVEYING THESE PLANS HORIZON ALRANDT, BY POTHOLING THE VERTICAL LOCATION PRIORI TO TRANSPORTATION AND 5' TRANSPOR A ION GTHE PERMEABLE SUIDELINES FORPHALT SHALL FPERMEABLE OLLOW THE � ASPHALT. EGON SPERMEABLE SPHALTTATE DEPARTMENT F 'ATCx TO ( 13.9' CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE © SHALL HAVE AN AGGREGATE MIX PER TABLE 1 ABOVE. THE PERMEABLE ' I 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT ASPHALT SHALL USE A BINDER GRADE OIL OF PG 64-22 OR GREATER WITH LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY A 5% BINDER MIX WITH A MINIMUM COMPACTION TEMPERATURE OF 292 F. WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS MANUFACTURER SHALL PROVIDE SPEC. CONTRACTOR SHALL PROVIDE LOADING SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION ON ASPHALT TO ASSURE ASPHALT CAN HANDLE FIRE TRUCK I a a a INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD LOADING REQUIREMENTS, LOAD BEARING REQUIREMENTS ARE AS FOLLOWS: I a OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING TOTAL LOAD OR FRONT AXLE 23,000 LBS, GROSS VEHICLE WEIGHT 75,000 I a I I � PUBLIC SEWER EASEMENT � AFN# 1877056 SET REBAR W/CAP 1.0'(S) COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH LBS, TOTOAL LOAD ON REAR AXLE 48,000 LBS. a ssco#2 SNOHOMISH COUNTY, WASHINGTON RIM=346 PROJECT SITE CATEGOR Y. CATEGOR Y 2 DISCHARGE LOCATION: NIA TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN AND LANDSCAPE 7,777 SF BMP T5.13 ROOFS 4,895 SF INFILTRATION TRENCH HARD SURFACES 3,100 SF PERMEABLE PAVEMENT HARD SURFACES 630 SF INFILTRATION TRENCH 25% RETROFIT N/A N/A / I - - SHED %\ APPLIES WITH APPLICABLE CITY STROMWATER CODE REFER ALSO TO STORMWATER R. SITE PLAN PREPARED BY IECO 4_1�� o� WAs�rlI� NW 1/4, SEC. 18, T. 27N., R.04 E., W.M. DATE41D 1/19/2021 ��� �o HOYRESIDENCE SPECIAL INSPECTIONS o q DWG FILENAME DESIGNED BY- DATE: SCALE: JOB NO.: REQUIRED FOR PERVIOUS �3649 ��� 191023-FINAL.DWG I JRC 10-03-2019 1"=10' 19-1023 PAVEMENT SYSTEM AND SGIST ��� sHEET INFILTRATION SYSTEM NALSTORMWATER AND CI 0112112021 UTILITY PLAN of CONSTRUCTION. 5 6. ADD CHECK DAMS ON SLOPES GREATER THAN 39. PER DETAIL NW 114, SEC. 18, T" 27 N", R.04 E., W.M. SNOHOMISH COUNTY, WASHINGTON I�I C SEWER / EMENT cr) I \ 1877056 � � \\ � SET REBAR O CAP 1. \ / 1 9 / REBAR W/CAP OFFSET 1 '(W) OF CORNER ON PROPERTY / Y LINE. 0.70'(S) OF FENCE. \ / ON PROPERTY LINE. 0.35'(W) OF FENCE COR. FENCE COR. SSMH RIM=347.46 \O.J'(S) 0.6'(W) & 0.1'(N) OF CORNER IE 6RCP(N)=340.28FENCE 7290684 I S IE 6" RCP(S)=340.38 AT CORNER \ N 88.42'13" E 101.31'- - - -I L - - - 30.00' -FENCE11 11 F 013 I I I �-�-i-i-•-•�-�•�-~-~-~-~-�- REBAR WICAP I I I CORNER POSITION ii� N43.02'59"E / 13.66' TRENCH DAM (TY 5 / N04.30'54' E I 28.15' w \ �nierno'�n"r 0.9'(N) OF CORNER �U \ SCALE: 1 " = 10' 10 5 0 10 20 J b 1 >u / FENCE 1 T 0.1 '(E) OF PROP. LINE f 1 1 ,FENCE 1.1 '(E) AT CORNER CONSTRUCTIONSEQUNCE 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. 2. REVIEW ESC NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL ESC MEASURES AND MAINTAIN DUST CONTROL. 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 SEDIMENT CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED). 6. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 7. DEMOLISH EXISTING STRUCTURES. 8. CLEAR, GRUB & ROUGH GRADE REMAINDER OF SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW). 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS. 10. STABILIZE AND REVEGETATE ENTIRE SITE. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. EROSION CONTROL FEATURES CAN BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. NOTES: 1. ALL DISTURBED AREAS ON AND OFF SITE SHALL BE COMPOST AMENDED TO MEET REQUIREMENT OF BMP T5.13 IN THE STORMWATER MANUAL, VOL V, CHAPTER 5. 2. 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 0 I N NATIVE BACKFILL MATERIAL 8 I FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS WIRE MESH FENCE TO SUPPORT FILTER FABRIC ir N I BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON ALL 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT D ETAI L APPROVED BY: R. ENGLISH E R- 9 0 0 FILTER FABRIC FENCE FILTRATION SYSTEMS NOT TO SCALE STD DTL. El.1 I E FULL WIDTH RESS/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. 2O ATE DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SWILL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5.1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SWILL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF S17E 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. J. WHEELS SWILL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SWILL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SWILL 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 Cm INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN �t REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL ® APPROVED BY: R. ENGLISH ER-901 STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE STD DTL. E1.2 • O Know what's below. Call before you dig. UTILITY CONFLICTNOTE.- ESC NOTES (ECDC 18.30.050) A. ESC MINIMUM REQUIREMENTS. ALL ACTIVITIES NECESSITATING A CLEARING OR GRADING PERMIT AND ALL UTILITY PROJECTS CONSISTING OF MORE THAN 500 LINEAL FEET OF TRENCH EXCAVATION SHALL BE REQUIRED TO CONTROL EROSION AND SEDIMENT DURING CONSTRUCTION AND TO PERMANENTLY STABILIZE EXPOSED SOIL RESULTING FROM CONSTRUCTION. PROJECTS INVOLVING A CRITICAL AREA MAY ALSO BE REQUIRED TO COMPLY WITH ANY COMBINATION OF THE ESC MINIMUM REQUIREMENTS. COMPLIANCE WILL BE DEMONSTRATED THROUGH THE IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES FOR PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL. THE PLAN MUST ADDRESS THE FOLLOWING REQUIREMENTS: 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE. CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). J. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL. 5. ESC MINIMUM REQUIREMENT - OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. 6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS, 8. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING, E. DAILY CLEANUP AND STREET MAINTENANCE. 7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW. 8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES. 9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE. 10. ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPES. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC REQUIREMENT NO. 2. 11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. 12. ESC MINIMUM REQUIREMENT - STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. 13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. 15. EROSION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. 16. EROSION AND SEDIMENT CONTROL REQUIREMENT - CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. 17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL LIABILITY. PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3013 § 1, 1995]. CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. TREE TO BE REMOVED THE 13 ELEMENTS OF TESC BMP ELEMENT #1 - MARK CLEARING LIMITS: LIMIT OF CONSTRUCTION ARE CLEARLY MARKED. ELEMENT #2 - ESTABLISH CONSTRUCTION ACCESS. A STABILIZED CONSTRUCTION ENTRANCE IS SHOWN. ELEMENT #3 - CONTROL FLOW RATES: FLOW IS MINIMAL. ELEMENT #4 - INSTALL SEDIMENT CONTROLS: SILT FENCE, INLET PROTECTION AND MULCH ARE PROPOSED. ELEMENT #5 - STABILIZE SOILS: SOIL STABILIZATION IS ACHIEVED BY MULCHING, PLASTIC COVERING AND SEEDS. ELEMENT #6 - PROTECT SLOPES. SLOPES ARE PROTECTED BY PLASTIC COVERING, MULCHING AND EXISTING VEGETATION. ELEMENT #7- PROTECT DRAIN INLETS. N/A ELEMENT#8 - STABILIZE CHANNELS AND OUTLETS: N/A ELEMENT #9 - CONTROL POLLUTANTS: ALL VEHICLES, EQUIPMENT AND PETROLEUM PRODUCT STORAGE/DISPERSING AREAS WILL BE INSPECTED REGULARLY TO DETECT ANY LEAKS OF SPILLS, AND TO IDENTIFY MAINTENANCE NEEDS AND PREVENT LEAKS OF SPILLS. ELEMENT J10 - CONTROL DEWATERING: THESE WILL BE NO DEWATERING AS PART OF THIS CONSTRUCTION PROJECT. ELEMENT #11- MAINTAIN BMP's: ALL TESC BMPS SHALL BE MAINTAINED AND REPAIRED AS NEEDED. ELEMENT J12 - MANAGE THE PROJECT.• THIS COULD BE ACHIEVED BY MINIMIZING THE EXTENT AND DURATION OF THE AREA EXPOSED AND BY EMPHASIZING EROSION CONTROL THEN SEDIMENT CONTROL. ELEMENT #13 - PROTECT ON -SITE STORMWATER MANAGEMENT BMPS FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES. PROVIDE SILT FENCE AROUND MINIMIZED COMPACTION AND THE INFILTRATION TRENCH. SCARIFY THE SOIL WHERE THE INFILTRATION TRENCH IS PLACED. NW 114, SEC. 18, T. 27 N., R.04 E., W.M. SNOHOIVIISH COUNTY WASHINGTON C SEWER EMENT c \ M11E 1877056 \/ % SET REBAR W/CAP 1.0'(S) \ 1 / 1 9 / REBAR W/CAP OFFSET 1 '(W) OF CORNER ON PROPERTY LINE. 0.70'(S) OF FENCE. \ / ON PROPERTY LINE. 0.35'(W) \ C3. Q / I I OF FENCE COR. FENCE COR. LMH RIM=347.46 \ 0.6'(W) & 0.1 '(N) OF CORNER IE 6" RCP(N)=340.28 / _ I _ IE 6" RCP(S)=340.38 FENCE 0.3'(S) - - - - _ _ - _ - - �290684 S AT CORNER \ N 88.42' 13" E 101.31 '- - 30.00' ---- W00 FENCE - --- � 34 -- -1 rX -------X X 20" / F I J m I / 26' 16" X F X / X o 7 z I \ \ F C 10 111 // coI � I \ / X / - I SS / I 34" F _I I C O \ F 1 • 01 20 a a U) 0 i _ 10.0' I� cn / I t 30" L -1343.5 A / \ 344.75 I COVERED H T10 10AT \J \ 0' I \ \ 26" \\ F \ I 12" 17.3' I+ \\ F SS;;4A I I I I I 70 ` \ + F \ I \ I - 28 � I / F F 6" I � I / 14" . 36" . ca°' I 16" I F - _ 10.0' ou'o MAIN / I I RESIDENCE FIN. I I I 27041800103800 FLR. AT 347' 28 1 I I 26" I P \ F I 14" � I 1 I H I �\ I F 1 I 10.0' BSBL U 00 J I ROCKERY a PIS 'r- T i \ zE I I \i _ 26" I I z F I I \ II I \ \ \\ io � . II ----♦ I � 16» I F FENCE IVT. 0.1 '(E) v i F7 OF PROP. LINE ZE � ---- I 1 46.85 I g6o I co FFI�F R=24' ������������� I 10" I I FF F�FF_F_FF?ERMEABLE PAVEMENT H I / F_ � � � F_ F_ � � � � 346.5 �C�� � � i346.85 I I / GARAGE T.O.S. AT 347' I c� II ---F FI 1 � F ���� F FF_-,,\�\, FFF AT 347'-� LU 50 I 30.00' �F �F- D �����---------- 8 0 F � � � F_ F_347.5 F_ F_ F_ F_ °�' F F �R69 a PA110 24" / I 30' x 20' F_ F_ ,F-T F FFFF�FFFFF �FFFFF Q a F ACCESS EASEMENT- F �� F �5�� � � �� q.6 95 I �18" 0 x x FENCE 1 '(E) ��� F F� F F �� �F F 7 ��-�� - 346.8 28�� I co AT AT CORNER 8') 9 1�6 E I - r- - F _ F_ r- 4 - 30" HIGH BLOCK WALE X X �x N 88'38'51 " E 101.42' 20.0'- REBAR W/CAP \ \\ / / FENCE 1.2'(W) & FOUND REBAR NO CAP OFFSET 1.0'(N) OF \ / 0.9'(N) OF CORNER 0.4'(S) OF CALC'D F F F CORNER ON \ I POSITION � � F � PROPERTY LINE N06'55'38 "E so- 10.60'(N) OF FENCE. I20.22' F I- / F-/ 6 - \ _ N43'02'59"E I F Fa-27041800104000 5 TRENCH DAM (TYP.) 13.66' J F r� �FF #8041 / F I �N04'30'54'E � I 28.15' w \ w \ nie rnn'cn"r I � SCALE: F = 10' 10 5 0 10 20 • Know what's below. Cal before you dig. UTILITY CONFLICT NOTE CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. TREE PROTECTION DURING CONSTRUCTION CHAIN -LINK FENCE OR ORANGE PLASTIC FENCE FASTENED TO STEEL STAKES/POSTS DRIVEN SECURELY INTO THE GROUND. DEVELOPER SHALL AVOID CRZ WHEN DRIVING STAKES/POSTS. *CRITICAL �� ROOT ZONE (CRZ) �Q I 3 FEET p EXISTING a I SIGNIFICANT TREE QU I INSTALL AT LOCATION AS SHOWN ON PLANS z 4 3 INCHES OF COMPOSTED WOODCHIPS REQUIRED WITHIN THE CRZ. FENCING 3-FEET TREE PROTECTION AREA, OUTSIDE OF THE CRZ ENTRANCE PROHIBITED REPORT VIOLATIONS TO CITY OF KENMORE AT 425-398-8900. * THE CRITICAL ROOT ZONE (CRZ) IS THE AREA WHERE THE TREE'S ESSENTIAL MASS OF ROOTS IS LOCATED. THE AREA SURROUNDING THE TREE AT A DISTANCE WHICH IS EQUAL TO ONE FOOT FOR EVERY INCH OF TRUNK DIAMETER AT BREAST HEIGHT (DBH) OR THE AREA OF A CIRCLE WITH RADIUS EXTENDING FROM A TREE'S TRUNK TO A POINT NO LESS THAN THE END OF A TREE'S LONGEST BRANCH, WHICHEVER IS GREATER. 1 TREE PROTECTIONDETAIL C3.0 N.T.S. LEGEND TREE TO BE REMOVED o TREES TO BE RETAINED SPOT ELEVATION EX. SPOT ELEVATION GENERAL NOTES: SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (WSDOT STD SPEC 9-05.20) SOLID WALL PVC 15" (WSDOT STD SPEC 9-05.12.(1)) PROFILE WALL PVC 15" (WSDOT STO SPEC 9-05.12(2)) h� '1� . Sa .gyp a 1k CORRUGATED POLYETHYLENE Sa STORM SEWER PIPE 5 �2 4", 6„ OR 12" NOTES: RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE ga FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY 22a TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT • BE PLACED IN KNOCKOUTS. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF D� ALL JOINTS, RINGS, RISERS AND FRAMES. �\ /n� 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 0 a 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) 8.VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. `St. 18y" CITY OF EDMONDS PUBLIC WORKS DEPARTMENT UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 2" ORGANIC MULCH 3" OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") CATCH BASIN TYPE APPROVED BY: R. ENGLISH 1 CATCHBASINTYPE 1 C4 NOT TO SCALE STD DTL. SD-303 UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) PLANTING BEDS TURF (LAWN) AREAS REVISION DATE JANUARY 2018 STANDARD D ETAI L SD-303 UNDISTURBED TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL GRASS: SEED OR SOD 1.75" OF COMPOST INCORPORATED INTO 6.25" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW " SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER \\ ,��\\� �' '�'\� COMPOST AMENDED LAYER // ��ii� (12" BELOW SOIL SURFACE) (12" BELOW SOIL SURFACE),�.�, OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS I 2" ORGANIC MULCH 6" IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6" BELOW IMPORTED TOPSOIL MIX -St. 16d- Hd OPTION 3 - IMPORT TOPSOIL 1. AREAS OF NO DISTURBANCE SHALL BE FENCED AND EXISTING GRASS: SEED VEGETATION AND SOIL SHALL BE OR SOD PROTECTED FROM CONSTRUCTION IMPACTS. 2. TO MEASURE SETTLED DEPTH, 6" IMPORTED WATER SOIL SUFFICIENTLY TO TOPSOIL MIX FULLY SATURATE WITHOUT (COMPACTED CAUSING EROSION. DEPTH) 3. COMPOST SHALL MEET SPEC. REQUIREMENTS IN THE 2017 EDMONDS STORMWATER SUBSOIL IS ADDENDUM (CHECKLIST 7). SCARIFIED 6" BELOW 4. COMPACTION OF TOPSOIL (WHERE IMPORTED REQUIRED) TO BE TO 85% (MAX) TOPSOIL MIX OF THE MAXIMUM DRY DENSITY PER MODIFIED PROCTOR TEST (ASTM D1557). REVISION DATE CITY OF EDMONDS POST CONSTRUCTION SOIL DECEMBER 2017 QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: S D- 6 4 2 MECHANICAL PLUG EXTEND CLEANOUT 2" ABOVE - DESIGN PONDING ELEVATION OR PER PLAN 4" STREAMBED COBBLES PER WSDOT 9-03.11(2) DESIGN PONDING ELEVATION S n SOIL TIGHT 45' BEND liiilk WYE NW 114, SEC. 18, T. 27 X , R. 04 E., W.M. SNOHOMISH COUNTY, WASHINGTON ASPHALT/ CONCRETE TRAFFIC RATED, IRCULAR LOCKING AST VALVE BOX PER ANUFACTURER ECOMMENDATIONS, EE NOTES 1 AND 2 ,MECHANICAL PLUG ADD VALVE BOX EXTENSION OR SOIL PIPE AS NECESSARY TO ACCOMMODATE O.D. OF RISER PIPE CLEANOUT COVER IN PAVED AREA SOIL TIGHT �' �" _�! LAWN/ NDS PRO SERIES VALVE COUPLER LANDSCAPE BOX WITH LOCKING „ COVER, OR EQUAL. SEE UNDERDRAIN PIPE, I'-��0� 6 (MIN) NOTES 1 AND 2. PER PLANS I l rj 4" (MIN) PLUG OR CONTINUED UNDERDRAIN CRUSHED SURFACING MECHANICAL PLUG CONNECTION TOP COURSE (CSTC) CLEANOUT PER WSDOT 9-03.9(3) (SHOWN WITHIN BIORETENTION FACILITY) CLEANOUT COVER IN LANDSCAPE AREA GENERAL NOTES: 1. CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE. 2. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 3. ALL FITTINGS SHALL BE SOIL TIGHT. 4. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF PONDING AREAS WHERE POSSIBLE- N OTES: 1. CLEANOUT COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "DRAIN CLEANOUT," "CLEANOUT," "CO," OR SIMILAR. 2. TRAFFIC RATED LID REQUIRED IN AREAS WITH VEHICULAR LOADING. "St. 18yv REVISION DATE CITY OF EDMONDS STORM DRAINAGE DECEMBER 2017 CLEANOUT PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D - 61 9 2 STORM DRAINAGE CLEANOUT C4 NOT TO SCALE STD DTL. SD-619 -DOWNSPOUT DOWNSPOUT EXTENDS 2" INTO ADAPTOR BITUTHENE 3000 WATERPROOFING SYSTEM PROVIDE ADAPTER TO CONNECT DOWNSPOUT �T4" PVC TIGHTLINE DOWNSPOUT TO YARD DRAIN PROVIDE FITTINGS AS NECESSARY '4" PERE PIPE SURROUNDED BY 1 C.F. DRAIN ROCK PER 5 ROOF/FOOTING DRAIN DETAIL LINEAL FOOT C4 NOT TO SCALE UNDERDRAIN PIPE I TYPE 1 OR 1-L CATCH v BASIN W/ SOLID LID PER CITY STANDARD DETAIL GUTTER SD-303 OR SD-304 ROOF Uj- z� JwlI ....... ............... w N 5, 00 w (MIN) - - - - - - J �I 5' (MIN) � -�- a INFILTRATION TRENCH ' z_ I�10' (MIN) EXTENTS `o � - - PROPERTY LINE/EASEMENT of PLAN Ro 4" (MIN) DIA. OBSERVATION WELLS NTS ROOF SPACED 25' APART (MAX), 1 DOWNSPOUT WELL (MIN) PER TRENCH CLEANOUT REMOVABLE - PUSH -ON PVC CAP 12" 12" BUILDING : 4" (MIN) PVC DRAIN ..................................... 6' (MIN) PIPE PER WSDOT LSPEC. 9-05.1(5), 1",�EVE �� 12" (MIN) MAINTAIN POSITIVE SLOPE 4" (MIN) PERFORATED PVC REMOVABLE PUSH -ON PVC TEE UNDERDRAIN PIPE PER WSDOT PVC DRAIN PIPE SPEC. 9-05.2(6), LAID LEVEL 100' (MAX) PROFILE GENERAL NOTES: PLASTIC BOX NTS MARKED "DRAIN" 1. REFER TO THE 2017 CITY OF EDMONDS TEST PLUG STORMWATER ADDENDUM FOR SETBACK III=III-III-II 6" (MIN) (CHECKLIST 13) AND INFEASIBILITY REQUIREMENTS. IIII III=IIIIII=III COMPACTED OBSERVATION BACKFILL =III=III=III=11 2. MIN COVER DEPTHS ASSUME NO VEHICULAR III=III II-III=III=III=III BACKFILL WELL, SEE NOTE 3 LOADING. DESIGNER TO SPECIFY COVER DEPTHS IF VEHICULAR TRAFFIC ANTICIPATED. WASHED DRAIN See 1/C1 & 3/C1 for dimensions and confiugration ROCK, SEE NOTE 2 5 : C GEOTEXTILE, O�D�iv SEE NOTE 1 UNCOMPACTED NATIVE MATERIAL, SCARIFY 3" (MIN) SECTION A NTS - "St. IB9- 1. PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP OF WASHED ROCK. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR 1' (MIN) SEPARATION, NON -WOVEN TYPE. ABOVE SEASONAL 2. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT HIGH SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. GROUNDWATER TABLE OR 3. OBSERVATION WELL SHALL CONFORM TO WSDOT HYDRAULICALLY SPEC. 9-05.2(6), PERFORATED PVC UNDERDRAIN RESTRICTIVE PIPE. LAYER CITY OF EDMONDS PUBLIC WORKS DEPARTMENT REVISION DATE TYPICAL DOWNSPOUT DECEMBER 2017 INFILTRATION TRENCH STANDARD D ETA I L APPROVED BY: R. ENGLISH S D- 6 3 6 TYPICAL DOWNSPOUT INFILTRATION TRENCH NOT TO SCALE STD DTL. SD-636 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 AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. 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. 19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR RECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 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. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 24. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 25. 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. 26. 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. 27. 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. 28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED TO CONCSTRUCTION WORK SHALL BE REPLACED 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 AND CITY. 30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. Know what's below. Call before you dig. UTILITY CONFLICT NOTE.' CAUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING POST CONSTR UCTION SOIL QUALITY AND DEPTH NOT TO SCALE STD DTL. SD-642 NW 114, SEC. 18, T. 27 N., R.04 E., W.M. SNOHOMISH COUNTY, WASHINGTON POROUS HMA/WMA, SEE NOTE 1 PERMEABLE ASPHALT TREATED BASE COURSE OR CRUSHED SURFACING CHOKER COURSE, PAVEMENT SEE NOTE 3 BASE COURSE, PERMEABLE BALLAST, SEE NOTE 4 SEE NOTE 2 ( ) O O O O O See 2/C1 for dimensions 6" IN RUNOFF TREATMENT LAYER (IF REQUIRED PER EDMONDS 1' (MIN) ABOVE SEASONAL HIGH STORMWATER CODE), SEE NOTE 5 / / / / / / / / /' GROUNDWATER TABLE OR HYDRAULICALLY RESTRICTIVE LAYER \/ \ SUBGRADE, GENERAL NOTES: SEE NOTE 6 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 11) AND INFEASIBILITY REQUIREMENTS. 2. THE MINIMUM THICKNESS SHOWN ABOVE MAY NOT BE SUFFICIENT FOR ALL APPLICATIONS. A PROJECT SPECIFIC PAVEMENT DESIGN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN CIVIL ENGINEERING TO: 2.1. SUPPORT THE ANTICIPATED LOADING (E.G. PAVEMENT DESIGN LIFE, INITIAL AND TERMINAL SERVICEABILITY, RELIABILITY, ETC.) AND 2.2. TO SATISFY THE HYDROLOGIC REQUIREMENTS OF THE CITY OF EDMONDS STORMWATER CODE (I.E., CODE MAY WARRANT A THICKER PAVEMENT SECTION THAN THE MINIMUM STRUCTURAL SECTION REQUIRED). 3. FOR SUBGRADE SLOPES 3% OR GREATER, SUBSURFACE CHECK DAMS OR OTHER METHODS TO PROMOTE SUBSURFACE PONDING ARE REQUIRED. 4. GEOTEXTILE SHALL NOT BE USED IN PAVEMENT SECTION UNLESS REQUIRED BY GEOTECHNICAL ENGINEER. IF REQUIRED, GEOTEXTILE SHALL CONFORM TO WSDOT 9.33.2(1) GEOTEXTILE FOR SEPARATION, WOVEN TYPE. 5. REFER TO WSDOT LOCAL AGENCY GSPs DIVISIONS 2-9 FOR APWA GSPs. NOTES: 1. POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-04. SURFACE SLOPE SHALL BE BETWEEN 0.5% AND 5%. 2. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. 3. PERMEABLE ASPHALT TREATED BASE (PATB) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-SA2. CRUSHED SURFACING CHOKER COURSE (CSCC) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT2. 4. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1. 5. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2017 CITY OF EDMONDS STORMWATER ADDENDUM. 6. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. ":St. 1$`Jv V4" ( I PATB: 2" ( 1 ) R CSCC: 3" ( 1 ) CITY OF EDMONDS PUBLIC WORKS DEPARTMENT TYPICAL POROUS ASPHALT PAVEMENT APPROVED BY: R. ENGLISH TYPICAL PERMEABLE ASPHALT DETAIL NOT TO SCALE STD DTL. SD-623 RESIDENCE CLEANOUT CL WITH 45' BEND AND 2' CAP CLEANOUT (MAX) (TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 2" t r- FINISHED GRADE REVISION DATE DECEMBER 2017 STANDARD D ETA I L SD-621 z w w a 0 12" LOCKING COVER SEE NOTE 3 o w END OF PIPER GRIPPER PLUG E 27061 OR APPROVED F EQUAL) WATER TIGHT CAPS/: RISER LEVELING COLLAR 45' SEE NOTE 4 45' 12" PVC SLEEVE L�. 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND 6" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND 4" OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL 3 z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT Ld w LEVELING COLLAR NOTES: j o w SEE NOTE 4 a a c� I11 ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. " 12"f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED SLEEVE EQUAL. 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 OR APPROVED EQUAL) IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" UNDER ASPHALT OR CONCRETE DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR REVISION DATE CITY OF EDMONDS JANUARY 2018 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S S— 2 0 0 4 SEWER CLEANOUT DETAIL CS NOT TO SCALE STD DTL. SS-200 PROPERTY GROUND/ROADWAY/FINISH GRADE LINE O GROUND/ROADWAY — — — — — — — — — — — EDGE DRILL HOLE FOR LOCATOR WIRE. PROVIDE 12" MIN OF WIRE IN VALVE BOX II K i I II c P II II PIPE N ILI ILI 22' MAX* * SERVICE TAP TO MAIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES MATERIAL LIST: OA 2" (IP TAP) DOUBLE STRAP SADDLE EQUA TO OJING EXISTING SERVICES: ROMAC STYLE 202'S E AL TO FORD VBB87-12HB-1177 OB 2" BRASS IP BALL CORP ING NEW SERVICES (HIGH BYPASS): EQUAL TO FORD VBH87-12HB-1177 OC 2 - 2" BRASS STREET ELLS FOR SWING JOINT METER BOX ARMORCAST A600164OPCX18, WITH ARMORCAST LID A6001947TRCI-H7 OR APPROVED OD REHAU MUNICIPEX PIPE (2") WITH STAINLESS STEEL IN R EQUAL STRAIGHT WALL POLYMER BOX (NO MOUSEHOLES) WITH 20K COVER WITH HINGED CI OE 2" MIPT X CTS GRIP FITTING READER OF TRACER WIRE: #12 AWG, SOLID COPPER CLAD STE HOPE 2" BRASS PIPE (L.T.F) COATED. CONNECTION AT THE METER SETTER SHA BE MADE WITH AN ALL STAINLESS STEEL HOSE CLA OM SCHEDULE 40 2" PVC CAP OR PLUG REMOVED CONNECTION AT MAIN LINE WIRE SHALL BE MA WITH A EN CONNECTION MADE TO CUSTOMER SPLIT -BOLT CONNECTOR. STRIP COATING PRI TO CONNECTION. WRAP WIRE AROUND PIPE. ON 4"x ' 8" CONCRETE BLOCK SUPPORTS OG BACK SIDE OF METER BOX SHALL BE S AT THE OO 2" RESI ENT WEDGE GATE VALVE (FIP x FIP) WITH PROPERTY LINE UNLESS APPROVED BY HE CITY ENGINEER. 2" AWWA PERATING NUT METER BOXES SHALL NOT BE SET IN RIVEWAY AREAS UNLESS LOCATION AND TRAFFIC RAT D BOX IS APPROVED OP 2 PIECE VA L BOX - TOP SECTION TO BE RICH BY CITY ENGINEER. 940 STYLE 18 WITH REGULAR BASE SECTION LENGTH TO FIT H O 2" BRASS ELL 0METER SPACER TO BE SUP IED AND INSTALLED BY ® WATER SERVICE TO UILDING INSTALLED AND CONNECTED AT METE SETTER BY THE CONTRACTOR. SPACE MUST HAVE A MINIMUM OF OWNER/CONTRACTOR VI COMPRESSION FITTING 8 - 1 /4" HOLES DRIL IN SPACER BODY. NOTE: PROPERTY OWN RESPONSIBLE FOR PURCHASING O 2 MIPT X I.P. COMPRESSI FITTING 1-1/2" OR 2" MET THROUGH THE CITY DEVELOPMENT SERVICES DEPARTM T. THE CITY WILL SUPPLY METER AFTER PURCHAS FOR CONTRACTOR INSTALL. IF 1-1/2" METER IS USED CONTRACTOR WILL SUPPLY REDUCERS TO CONNECT MET . S gg0 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT 99 REVI ON DATE 1 —1 /2" & 2 NOVEMYER 2018 WATER SERVICE INSTALLATION STANDA DETAIL APPROVED BY: R. ENGLISH WA-1 31 2 WATER SER VICE INSTALLATION CS NOT TO SCALE STD DTL. W4-131 BENTONITE, OR OTHER IMPERVIOUS MATERIAL 3' MINUMUM HIGH WATER TABLE PIPE TRENCH BOTTOM SLOPE MAY V) WATER TABLE TOP OF PIPE TRENCH B07( NOTES: 1.INSTALL IN HIGH GROUND WATER AREAS, ADJACENT TO WETLANDS AND STREAM CROSSINGS OR AS SHOWN ON PLANS OR AS DIRECTED BY THE DISTRICT. 2. ELEVATION AT TOP OF TRENCH DAM TO VARY BASED ON WATER TABLE AS DIRECTED BY THE DISTRICT. AR/��TF gAAgTF A MqT 'ORpA RpVF ROAFRiq Rp� FRS O eY,Q7 ( pN Nil, \ \ \ \ Sq AA�O,yC,y OS SSA \ Rp tiq�T \ ARpA RADIUS \ Rpw FR)y DRIVEWAY APPROACH (WITHOUT CURB Uj O1 SAWCUT EDGE o a �o EXISTING ASPHALT a a STREET VARIES 2 HMA O2 2"-5/8" MINUS CSTC COMPACTED SUBGRADE O3 SECTION A —A NOTES: O1 SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER. O2 DRIVEWAY APPROACH TO BE 4" HMA CLASS 1/2" PG 64-22. O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. O 10' EDGE RADIUS. O HMA SHALL BE PLACED FROM EDGE OF EXISTING STREET, A MINIMUM DISTANCE OF 20-FT OR TO PROPERTY LINE, WHICHEVER IS GREATER. `St. 18`�- REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH MAY 2018 TYPE VI PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R— 5 4 6 S DRIVEWAYDETAIL CS NOT TO SCALE STD DTL. TR-546 3 TRENCH DAMS CS NOT TO SCALE 9' 1AIAII I k I I IAJ SECTION A —A 1 REV. NO. 4M PROPERTY LINE R.O.W. FINISHED GRADE By CITY METESUPPLIED I I BALL VALVE DIRECTION — � A OF FLOW J D MATERIAL LIST: A� ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) C DUAL PURPOSE UNION D MIPT X CTS GRIP BALL VALVE CURB STOP EOUAL TO FORD B84-4440 FOR 1• WHEN 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-11-44 WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44 QI" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S 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 �H FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH 'WATER' STENCILED ON IT 014 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 101 TO BE GROUNDED AT METER AND HOUSE J SCHEDULE 40 3/4" OR I" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING K WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) L PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS 64) BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE M 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 APPROVED BY; R. ENGLISH WA- 130 CITY COMMENTS DESCRIPTION 0112112021 4 Know what's below. Callbefore you dig. UTILITY CONFLICT NOTE:` CA UTION.- THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH 18011%v1 CITY OF EDMONDS APPROVED FOR CONSTR UCTION ENGINEERING DIVISION APPROVED AS NOTED FOR: IN516HT EN6INEERIN6 CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET SITE ADDRESS: 8051 184TH ST. SW. EDMONDS, WA 98026 R E S U B BRK 08-14-2020 TAX ACCOUNT NO.'S: 27041800103800 INITIALS DATE Jan 21 2021 CITY OF EDMONDS BLD2019-1553 DEVEDEPARTMENT RVICES NW 114, SEC. 18, T. 27 N., R. 04 E., W.M. HO Y RESIDENCE DWG FILENAME DESIGNED BY.: DATE: SCALE: JOB NO.: 191023-FINAL.DWG I JRC 10-03-2019 1 "--20' 19-1023 SHEET CS GENERAL NOTES AND DETAILS Of 5