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REFERENCE Vault Location APPROVED ENG BLD CIVIL PLANS - BLD2019-0528 (1)i SD _SS_ -SS---- -------- --- 550 MAIN STREET EDMONDS, WASHINGTON 98020 I Ln I I Davton Street (o) N 20 0 10 20 40 Scale 1"=20' w —SD_ w PROJECT INFORMATION SITE ADDRESS: 550 MAIN STREET EDMONDS, WASHINGTON 98020 PARCEL NUMBER: 004342-120-015-00 AND 004342-120-017-00 (BEING COMBINED UNDER SEPARATE APPLICATION) LEGAL DESCRIPTION: LOTS 15 AND 16, BLOCK 120, CITY OF EDMONDS ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. AND; LOTS 17, 18, 19 AND 20, BLOCK 120, CITY OF EDMONDS ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. COMBINED LOT SIZE: 19,791 SF BLDG SO FT PER FLR: WEST BUILDING: LOWER FLR 874 SF, MAIN LEVEL 6,573 SF, UPPER LEVEL 2,060 SF = 9,507 SF TOTAL EAST BUILDING: MAIN LEVEL 3,173 SF, UPPER LEVEL 2,523 SF = 5,660 SF TOTAL BUILDING LOT COVERAGE: WEST BUILDING: 7,464 SF EAST BUILDING: 3,668 SF TOTAL: 11,132 SF OR 56.25% OF 19,791 SF LOT SCOPE OF WORK: PHASE 1 INCLUDES WEST BUILDING: RENOVATION OF (E) STRUCTURE, CHANGE OF USE FROM RETAIL (M) TO ASSEMBLY (A-2). (E) BASEMENT STORAGE AREA (S-1) TO REMAIN. EXTERIOR ALTERATIONS TO EXISTING BUILDING TO DEMOLISH (E) ENTRY & ROOFTOP PARAPETS, ADD 2 NEW ENTRIES. INTERIOR ALTERATIONS INCLUDE DEMOLISHING (E) MEZZANINE LEVEL & MOST INTERIOR PARTITIONS, ADD NEW 2ND LEVEL FLOOR & DORMER. ALL EXTERIOR DOORS & WINDOWS ARE TO BE REPLACED. A NEW PEDESTRIAN PLAZA IS CREATED WITH LANDSCAPING & ART PANEL WITH STAGE. PHASE 2 INCLUDES NEW 2—STORY EAST BUILDING, COMPLETION OF PEDESTRIAN ART ALLEY & ART PANELS. DEFERRED SUBMITTALS NOT INCLUDED IN THIS APPLICATION: FINAL TENANT IMPROVEMENTS, PLUMBING, HVAC, ELECTRICAL, COMMERCIAL HOOD/HOOD FIRE SUPPRESSION, FIRE ALARM SYSTEM, AUTOMATIC SPRINKLER SYSTEM DESCRIPTION OF PROPOSED BUSINESS: TO BE DEFERRED UNTIL APPLICATION FOR FINAL TENANT IMPROVEMENT ZONING: BD1 UTILITY PROVIDERS SNOHOMISH COUNTY PUD COMCAST: PUBLIC UTILITY DSITRICT #1 CONTACT: JOHN WARRICK CONTACT: MARY McALLISTER (425) 263-5328 670-3216 CONFIRMATION #: 91462 C(425) IRMATION # 550 MAIN ST ED 0 CITY OF EDMONDS PUGET SOUND ENERGY: (WATER, SEWER AND STORMWATER): CONTACT: KEVIN WILLIAMS CONTACT: (425) 771-0220 1 —888-321 —7779 CONFIRMATION #: NOT APPLICABLE CONFIRMATION #:508639968 FRONTIER: CONTACT: JEREMY FALLT (425) 263-4024 CONFIRMATION #: NOT APPLICABLE PROJECT TEAM OWNER: MIKE MCMURRAY, SEATTLE—SNOHOMISH MILL COMPANY, INC. 533 5TH AVE S EDMONDS, WA 98020 GECK08080©GMAIL.COM (425) 263-2474 ARCHITECT & CONTACT PERSON: DAVID DIMARCO, DIMARCO ARCHITECTURE 1319 E HOWELL STREET SEATTLE, WA 98122 ARCH ITECT@ICLOUD.COM (206) 355-6795 BUILDING ENVELOPE ENGINEER: TELMAN GASANOV, BUILDING ENVELOPE ENGINEERING 170 W DAYTON STREET, SUITE 206 EDMONDS, WA 98020 TELMAN©BEE—ENGINEERS.COM (425) 672-3900 CIVIL ENGINEER: LAURIE PFARR, LPD ENGINEERING LLC 1932 FIRST AVE, SUITE 201 SEATTLE, WA 98101 LAURIEP©LPDENGINEERING.COM (206) 725-1211 GEOTECHNICAL ENGINEER: SIEW TAN, PAN GEO INCORPORATED 3213 EASTLAKE AVE E, SUITE B SEATTLE, WA 98102 STAN©PANGEOINC.COM (206) 262-0370 LANDSCAPE ARCHITECT: KAREN KIEST, KAREN KIEST LANDSCAPE ARCHITECTS 111 WEST JOHN ST, SUITE 306 SEATTLE, WA 98119 KKIEST@KK—LA.COM (206) 323-6032 MECHANICAL ENGINEER: NATHAN BYERS, SIDER + BYERS 192 NICKERSON ST, SUITE 300 SEATTLE, WA 98109 NATHAN©SIDERBYERS.COM (206) 285-2966 STRUCTURAL ENGINEER: DAN FENTON, QUANTUM CONSULTING ENGINEERS 1511 3RD AVENUE #323 SEATTLE, WA 98101 DFENTON©QUANTUMCE.COM (206) 957-3903 CONTRACTOR: SEAN GIUDICE, BUILD LOVE GLOBAL LLC 6502 26TH AVENUE NW SEATTLE, WA 98177 SEANGIUDICE@GMAIL.COM (206) 579-1575 WA STATE LICENSE #BUILDLG684KO SURVEYOR: BRENT EBLE EMERALD LAND SURVEYING INC 14407 63RD DRIVE SE SNOHOMISH WA 98296 425-359-7198 VICINITY MAP NOT TO SCALE n'taplewoad �� � Park 'IlFdiivond a a - � Corttm,a�ti r�lNs-5r CAV01tst F Mx lewovd Parent :M-A5W College :su PROJECT SITE WAhadlUt CnUroh p p� �aza,t3w N ` o Cooperative a vlwlN M r w Sra=K u'� u THE BOWL y 16 :1 a £ g Oily of Lynnwood SS ° nl'din= OF EDMONDS '_ ,'p:nnsrsw v tAufrlci al Gulf Course 5 7o7ndnl.lt K x r K CA115 (Y� FdnnOnzs loftier� S n !41rJSiS� Kin stunt Forth rfS CIb 51 s swl IRMO fudge 9 es+rr 1ih 5;4 .an Bracket's u .., } Pi rk Phirl 5t , Landing North � CIMIC Center 'dl�:rt R�vlrrs>a [1�iru:t C+�s„1 RnrV 5 Crt F#rn'�n i Ptayfield "�' ° ` %unwr5r ;� tnsln�l sw College Place $GiJti4 [}r1'7$iUl} a Piu�.i�~i�Ige �optnstsvr Middle School Edrnand's �{in stan �` Pr �arrr Ferry Z 1: Booth g x l,inrrcd 45ta%- / y Postal Service a"t Edmonds SSG M8I11 sheet * E? r ,71r. ;;- ---� Maim=tom.. _.r' 21J $m 51 aw wp,�.o„I a�rtr, HAUL ROUTE HAUL ROUTE sw � �' %%�A LY.T• � � > � LAC/ y, ilarbuiSquare t rs�w�' uaprc5 �-,y \\ yost �'r's:,l �o' GeCfe LadrOEurriort a1P ' ,arl sl 5'k OJ } AthteticCluh ,,. � i{IGH sl Aidi %t Awli =r r.. 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SHEET TITLE CO.1 COVER C1.0 TESC AND DEMOLITION C1.1 TESC AND DEMOLITION DETAILS C2.0 GRADING AND DRAINAGE C2.1 GRADING AND DRAINAGE DETAILS C2.2 GRADING AND DRAINAGE DETAILS C2.3 GRADING AND DRAINAGE DETAILS C3.0 UTILITIES AND PAVING C3.1 UTILITY CROSSINGS C3.2 UTILITIES AND PAVING DETAILS C3.3 UTILITIES AND PAVING DETAILS C4.0 TRAFFIC CONTROL Know what's below. Call before you dig. Dial 811 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISI❑N DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 architect@icioud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons West Building 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job sire. The Architect will not be responsible for construction means, methods, techniques sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture 1932 First Ave Suite 201 Seattle, WA 98101 p, 206.725.1211 f. 206.973.5344 ngineering pIIc www.lpdengineering.c Permit Set ISSUED: 2020.07.17 COVER col 79.64 4" PVC 78.64 12" DI 78.29 12" PVC 76.94 ° �J d CB Type 1 w Solid Lid GE 83.62 /IE N 81.87 4" PVC IE W 81.07 12" DI RTI\A 79 5? CONTRACTOR TO POTHOLE TO CONFIRM ELEVATION OF EX WA PRIOR TO CONSTRUCTION OF ANY PORTION OF THE WATER OR STORM SYSTEMS REMOVE EX CONCRETE WALK TO NEAREST - JOINT. SIDEWALK TO REMAIN OPEN EXCEPT AS NEEDED TO PERFORM ACTIVITIES SUCH / AS SIDEWALK REPLACEMENT AND UTILITY CONNECTIONS. o PROTECT EX WATER cc METER AND ASSOCIATED WATER SERVICE TO REMAIN \ REMOVE EX CURB (TYP) \ 3 Hour \ \ Parking \ \ Fog Line \ \\ 8) TREE PROTECTION \ FENCINGSri \ \ - Corcre/. M, i PROTECT EX UTILITY ' a a �ench VAULT TO REMAIN. a°I Pao °----- � a -�-- REPLACE EX LID 4° a ° a N Idg orner 59.9 0.09'E&0.01'S PROVIDE TEMP ACCESS TO EX SD ood Fence FOR DISCHARGE OF CONSTRUCTION tween Bldgs STORMWATER IN ACCORDANCE W/ DOE DISCHARGE REQUIREMENTS 0 N r� 0 0 0 0 .. Q0 Ln W Lot 15 EX BUILDING OUTLINE SW Bldg Corner 0.041E&0.27'N N 89`58'5 P2\ EI:127.3 \\ S S 1 i REMOVE EX SD PIPE REMOVE EX CONCRETE­- (TYP) I CONTRACTOR TO PLUG DOWNSTREAM SYSTEM AND UTILIZE EX SD INLET TO PROVIDE TEMPORARY SUMP AND PUMP TO ROUTE STORMWATER TO TEMPORARY SEDIMENT SETTLING FACILITY CONTRACTOR TO CONTROL/DIVERT ALL SURFWACE WATER TO SUMP AND PUMP LOCATION OR PROVIDE ADDITIONAL SUMP AND PUMP LOCATIONS TEMPORARY FORCE MAIN LAID-"""' ON GROUND SURFACE REMOVE WHEN NOT IN USE (TYP) N of PORTIONS OF EXISTING o BUILDING TO BE 0 DEMOLISHED, SEE ARCH z PLANS FOR DETAIL. I PROPOSED BUILDING OUTLINE I W PROVIDE TEMP ACCESS TO EX SID / CB Type 1 w FOR DISCHARGE OF CONSTRUCTION I \ Solid Lid STORMWATER IN ACCORDANCE W/ \ GE 84.97 DOE DISCHARGE REQUIREMENTS I IE W 82.47 12" DI A J° IE S 83.62 6" PVC BTM 81.27 SAWCUT AND REMOVE ° e EX ASPHALT m d Q � I r' CO i a ._- a. �._. a._. d a / Cons Curb & Gutter tyP PROTECT EX CONCRETE WALK TO REMAIN (TYP) ---------------------------- MAIN STREET Asphalt Str- PROTECTEX CURB 10 TRIANGULAR SILT TO REMAIN (TYP) c� DIKE (TYP) Yellow C/L Stripe \ SAVE AND PROTECT I �; EX LIGHT TO REMAIN I \ 3 Hour TREE PROTECTION Parking \ I \f FENCING g \ \ h, CWty Pole ° o r e 1 e � ,D ° ° o p ° Concr i 9 �a a ° a a a° o cr t II° a i ° Car Lha°rjer ° a REMOVE EX CURB INLET AND ASSOCIATED SD PIPE I / W 1 TEMPORARY SEDIMENT / TRAP FOR CATCH i BASIN (TYP) SAWCUT & REMOVE EX ASPHALT (TYP) G6 / 9.98' ALLEY - Asph It Alley SS - - -- REMOVE EX SHED, E: 121.5 T_ SEE ARCH. PLANS FOR DETAIL. 0 0 0 A PROTECT EX UTILITY POLE TO REMAIN PROVIDE TEMPORARY SEDIMENT TRAP FOR; 1 1 CATCH BASIN AT NEXT DOWNSTREAM CATCH BASIN IN ALLEY II 51-ildinq Cnrrer PROVIDE MIN 4,000 GALLON ABOVE GROUND TEMP SEDIMENT SETTLING TANK PUMP OR GRAVITY DISCHARGE SEDIMENT FREE WATER TO PUBLIC STORM SYSTEM IN MAIN STREET -REMOVE EX CURB (TYP) T % J g \ STOP SD d / Q' PROTECT EX UTILITY VAULT TO REMAIN N PROTECT EX FIRE / HYDRANT TO Asphalt REMAIN / WFound W V I icce Mon \ PROTECT EX CONCRETE WALK TO REMAIN TREE PROTECTION CB TVae 1 GE 92.04 IE W 90.29 8" DI IE E 90.24 8" DI BTM 89.59 N 10 0 5 10 20 LEGEND Scale 1"=10' - - PROPERTY LINE SILT FENCE --230--- _ EX CONTOUR (INDEX) ® TRIANGULAR SILT DIKE / -231- - EX CONTOUR �A TEMP FORCE MAIN / EX BUILDING EX TREE TO REMAIN l 1 PROPOSED BUILDING OUTLINE EX TREE TO BE REMOVED BUILDING/STRUCTURE REMOVAI. TREE PROTECTION FENCING CB Type 1 - SAWCUT LINE EX CURB TO BE REMOVED GE 92.31 IE W 90.46 8" DI ASPHALT REMOVAL SD EX UTILITY TO BE REMOVED BTM 90.11 CONCRETE REMOVAL 0 INLET PROTECTION CONSTRUCTION FENCING LIMITS OF WORK M SURVEY PROPERTY CORNERS Asph S. O a °Op a a a a ° Irrigation x3CIB GE 92pe 1 IE SE 89.46 12" DI _ IE SW 89.41 12" DI ° t d BTM 89.01 L 4 I ° 2 8'D 9 J CB Type 1 GE 92.07 E NE 89.27 12" DI E W 89.22 12" DI BTP CC 5T e g ° TEMPORARY SEDIMENT I TRAP FOR CATCH BAST c1 1 PROPOSED BUILDING OUTLINE 00I 1 4!,' (TYP) I E � I 1 \ REMOVE EX CONCRETE WALKWAY. SIDEWALK oo I TO REMAIN OPEN EXCEPT AS NEEDED TO PERFORM ACTIVITIES SUCH AS SIDEWALK I REPLACEMENT AND UTILITY CONNECTIONS. I ° ° I PROTECT EX ° I ° UTILITY POLL ' I ° REMOVE EX ASPHALT (TYP) anger �" PROTECT EX CAR CHARGING STATION TO REMAIN 00)> CHARGING STATION AND 00 I ADJACENT PARKING STALL TO REMAIN IN OPERATION ° EXCEPT AS NEEDED TO REMOVE AND SAVE Q PERFORM ACTIVITIES SUCH EX 3-HOUR y AS SIDEWALK REPLACEMENT PARKING SIGNAGE ° u I FOR REINSTALLATION W REMOVE EX CURB a I U! I ON NEW POSTS (TYP) I I � a our a � Z � � arkinq QLU a I 0 cn Q > U- REMOVE EX LIGHT UTILIZE EX DRIVEWAY AND ASPHALT PAVEMENT FIXTURES AND I FOR CONSTRUCTION ACCESS AND STAGING AS c1.1 ASSOCIATED d 0 a LONG AS POSSIBLE CONDUITS (TYP) I SUPPLEMENT WITH QUARRY SPALLS/TEMPORARY I d STABILIZED CONSTRUCTION ENTRANCE AS II U NEEDED TO PREVENT SEDIMENT TRACKOUT P 0 REMOVE DRIVEWAY/QUARRY WHEN NO LONGER 9 NEEDED FOR CONSTRUCTION. 8 C a I 0 CONSTRUCTION I 0-)FENCING (TYP)C1.1 CB Type 1 'GE 93.01 IE E 91.46 6" DI ° I IE E 91,31 8" DP ° IE W 91,31 8" CP ° I BTM 90,96 \ 3" E 1\9.95' \ Conc utter 91 -- W-- _ REMOVE EX ASPHALT G I (TYP) D7 " D6 Cana Gutter PROTECT EX CD ASPHALT TO REMAIN PROPOSED 18'X24' STOCKPILE AREA STOCK PILES TO BE TARPED AT ALL TIMES CONSTRUCTOR TO ADJUST SIZE AND LOCATION OF TRIANGULAR SILT 10 STOCKPILE AS NEEDED DURING DIKE (TYP)CONSTRUCTION S S ; 31.05 a REMOVE EX I CONCRETE " - I--� DRIVEWAY -- Rim 93.26 SAWCUT AND REMOVE -- IE W 85.76 8" DI �7 ' " a ° Wn X EX ASPHALT W/IN ° _ _ �� �� E E 85.86 8" D - ALLEY -- --_ 7'D \ Al SAWCUT EX I I PROTECT EX -- - --- ASPHALT AT / I I UTILITYPOLE PROPERTY LINE C TO EXISTING ALLEY ACCESS TO BE MAINTAINED THROUGHOUT CONSTRUCTION EXCEPT AS NEEDED TO PERFORM SPECIFIC ACTIVITIES SUCH AS ASPHALT REPLACEMENT AND UTILITY CONNECTIONS NOTES: 1. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 2. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13 3. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. 4. A SEPARATE RIGHT-OF-WAY PERMIT APPLICATION BY THE CONTRACTOR MUST BE SUBMITTED TO THE CITY PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT. 5. ALL EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEER INSPECTOR. DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 architect@icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons West Building 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job sire. The Architect will not be responsible for construction means, methods, techniques sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture TESC NOTES 1932 First Ave M , 206.973.5344 Suite 201 1. CONSTRUCTION ACCESS ROUTE: CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS Seattle, WA 98101 POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO p• 206.725.1211 f 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 engineering pllc www•Ipdengineering.co SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. STABILIZATION OF EXPOSED AREAS: ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE J. APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR �1� A� MULCHING. NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE �w��w�s'/A � THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30. 17 If 3. 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 ��o �'��,°TERti° �w� MEASURES AND OTHER APPROPRIATE BMPS. NaL ����� 4. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO -Ir? ,aoao ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 5. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. 6. UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS; B. 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. 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. 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.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 NOTE NO. 2. 11.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.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.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.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.DEWATERING CONSTRUCTION SITES: DEWATERING SYSTEMS SHALL DISCHARGE INTO AN APPROVED SEDIMENT FILTRATION OR SETTLING FACILITY 16.CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION 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.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. 3792, 20101. 18.ALL SITE WORK MUST COMPLY WITH CITY OF EDMONDS DEVELOPMENT CODE. 19.THE TEMPORARY EROSION AND SEDIMENTATION CONTROL SYSTEM SHALL BE INSTALLED AND INSPECTED BY THE ENGINEERING INSPECTOR PRIOR TO ALL OTHER CONSTRUCTION 20. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE CITY TO ENSURE EFFECTIVE AND FUNCTIONAL EROSION/SEDIMENTATION CONTROL 21. TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND / OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. 22. ALL DISTURBED LAND AREAS SHALL BE STABILIZED AS REQUIRED BY THE CITY OF EDMONDS AS NOTED ELSEWHERE IN THIS PLAN SET. 23. WHERE POSSIBLE NATURAL VEGETATION WILL BE MAINTAINED FOR SILT CONTROL. 24. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED BY TEMPORARY SEEDING AND MULCHING. HYDROSEED PREFERRED. 25. THE PUBLIC ROW SHALL BE KEPT CLEAN. TRACKING OF MUD AND/OR DEBRIS FROM THE SITE WILL RESULT IN WORK STOPPAGE. Know what's below. Call before you dig. Dial 811 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: Permit Set ISSUED: 2020.07.17 TESC AND DEMOLITION C1,0 CITY ENGINEERING DIVISI❑N CITY OF EDMONDS CONSTRUCTION SEQUENCE NOTES CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (T'P) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE TEMPORARY JANUARY 2018 CITY OF EDMONDS SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL Fst 189� APPROVED BY: R. ENGLISH ER-902 NTS TEMPORARY SEDIMENT TRAP FOR CATCH BASINS CITY OF EDMONDS GENERAL NOTES _LS a TH IN )E FULL WIDTH DRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 * PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL E s / 189� APPROVED BY: R. ENGLISH E R- 9 01 NTS STABILIZED CONSTRUCTION ENTRANCE 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 13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR CODES, RULES AND REGULATIONS: COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE - CURRENT INTERNATIONAL BUILDING CODE (IBC) ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. - 2020 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2014 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER EDITION) PROPOSED OR EXISTING SITE FEATURES. 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, 15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER UNLESS NOTED OTHERWISE SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 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 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. ON THESE DRAWINGS. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF EROSION CONTROL REQUIREMENTS. 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. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO FINAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE CONSTRUCTION ACCEPTANCE, PROVIDE THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPRRT. TEST FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 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. 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. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZE 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. 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 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE BE ALLOWED WITHOUT PRIOR APPROVAL. RECOMMENDATIONS OF THIS REPORT. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS IS 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REQUIRED. REPORT. 1 /o" n n nAI UAnllwrn D) lJvivvnLiL uLVUI� rl\UVIVL JLUVI\L /'il I/'iUIIIVI LIVI MIN 80 LIDS AROUND ENTIRE FENCE PANEL APR01 6" OVERLAI CONSTRU( AREA STOCKP AREA I-----.[ ;TION )R LE FLOW a - A i A DIKE SECTION NOTE: IF THE SURFACE AREA IS CONCRETE, ADHESIVES SUCH AS LIQUID NAIL OR SAND BAGS SHALL BE USED. IF IT IS AN ASPHALT SURFACE, A RUBBERIZED ASPHALT EMULSION CAN BE USED. THE TACKING AGENT MUST BE APPLIED UNDER THE FULL LENGTH OF THE CONSTRUCTION BARRIER SECTION AND THE APRON. AREA APRON -N"\ LIMITS OF SEDIMENT FLOW CONTROLLED AREA DETAIL A -A RUNOFF WITH SEDIMENT FILTERED RUNOFF LIJ Y WATER LEVEL PROVIDE SOLID COVER FM FOR DISCHARGE OF ACCEPTABLE SEDIMENT FREE STORMWATER TO APPROVED OUTLET PER PLAN PROVIDE 6" MIN CLEAN GRAVEL AROUND PERIMETER /WRAP WITH C5�� FILTER FABRIC 24" DIAMETER OR oDooO GREATER PIPE OR DRUM BE OF NON (MUST o LEACHABLE MATERIAL) W/ oo�o 2"DIA WEEP HOLES WIRE TIES SUMP PUMP AND MOTOR W/CAPACITY AS NECESSARY LOCKS AS NECESSARY NTS TEMPORARY SUMP AND PUMP 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGH-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. NTS CITY OF EDMONDS GENERAL NOTES 7 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. METAL SUPPORT POST 6'-8' ON CENTER SPACING, MIN 5' HT. BARRICADE FENCING (C CONSTRUCTION FENCE) 4' HT. SURROUND THE GROUP OF TREES AT [ LINE OR AS SHOWN 01 PLANS ITS 4 CONSTRUCTION SEQUENCE NOTES J L r Cn 0 0- Un N POST BURIAL DEPTH NOTES: 1.A 4 FOOT HIGH TEMPORARY FENCE MUST BE PLACED AT THE DRIP LINE OF TREES PRIOR TO THE COMMENCEMENT OF CLEARING OR EARTHWORK. NOTIFY THE CLEARING AND GRADING INSPECTOR TO GET BOTH THE INSPECTION AND WRITTEN APPROVAL OF FLAGGED TREES AND TEMPORARY PROTECTION FENCING AROUND TREES TO BE SAVED PER THE APPROVED CLEARING AND GRADING PLAN. 2-TEMPORARY FENCE METAL SUPPORT POST TO HAVE A MINIMUM BURY DEPTH OF 2' OR BE SECURED WITH CONCRETE BLOCK OR STEEL BASE STAND. 3.NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED WITHIN THE LIMITS OF THE DRIPLINE, THE TEMPORARY FENCING, UNLESS APPROVED BY THE ARBORIST. FILLING, EXCAVATION, AND CLEARING MUST BE ACCOMPLISHED BY HAND METHODS ONLY UNLESS APPROVED BY ARBORIST. 4.ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION MUST BE TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER 1" IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF THE ROOT ALL EXPOSED ROOTS WILL BE TEMPORARILY COVERED WITH DAMP BURLAP OR WOOD SHAVINGS TO PREVENT DRYING AND COVERED WITH EARTH AS SOON AS POSSIBLE. ITS TREE PROTECTION FENCING NTS NOT USED12 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 architect@icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons West Building 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job sire. The Architect will not be responsible for construction means, methods, techniques sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture 1932 First Ave ' Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 n g i n ee ri n g p I I c www.lpdengineering.com STfiRti� �aDAD Permit Set ISSUED: 2020.07.17 TESC AND DEMOLITION DETAILS NTS CONSTRUCTION FENCE 9 NTS 0 SILT DIKE NTS NOT USED DATE: BY: CITY ENGINEERING DIVISI❑N C 1 111 Type 1 w olid Lid 81.29 N 79.64 4" PVC E 78.64 12" DI S 78.29 12" PVC M 76.94 CB Type 1 w Solid Lid GE 83.62 IE N 81.87 4" PVC IE W 81.07 12" DI BTM 79.52 CB Type 1 w Solid Lid GE 84.97 IE W 82.47 12" DI IE S 83.62 6" PVC BTM 81.27 SD#1. PUMP BASIN RIM 87.20 IE 77.90 (1 S) IN IE 77.97 (4" SE) IN cam% IE 83.89 (2" FM W) OUT IE 83.89 (1 W) OUT INLINE CATCH BASIN W/ 6" SIDE OUTLET PROVIDE OUTLET TRAP ON PIPE CONNECTION I I CBType 1 GE 92.04 \ IE W 90.29 8" DI \ a IE E 90.24 8" DI d BTM 89.59 1 e aCy m a d4 a T _Q Q ° ° < 4 a / / 5 LF 6 " SD ic. C rb & Gutter (typ) / @ 0.7% CONNECT TO EX SD CONNECT TO2" FORCE CBMAID ��� 0 �r IE 83.62 halt Street I <<c a / N 4 SD#1A AREA DRAIN �' SD#3 TRENCH DRAIN D A s p h a t I / c� RIM 87.16 ME 87.54 f RIM 87.09 10 / - - - IE 83.85 (1 E) IN - - - - - - 22 LF c`221 - \ \ IE 83.85 (2" FORCEMAIN) IN ell w /L Stripe 8 LF 4" SD @ 2.0% MIN \ V WALL MOUNTED PUMP CONTROL IE 83.85 (6 W) OUT ' - SD#5 SDCO - -\ Duna W $ RIM 90.43 Surface Mon \ 3 Hour � PANEL,POWER SUPPLY 33 LF 6" SD 87.70 t ME \ \ Parkin _i c� PANEL AND POWER SUPPLY CONDUIT } ©0 7% SD#2 SDCO �� 3 Hour IE 87.93 (6 SW) OUT c� \ \ TO BE FURNISHED BY SITE 85.44 ME RIM 87.30 Parkin , \ \ CONTRACTOR AND INSTALLED BY )\ IE 84.43 (6" SW) OUT g � 29 LF 6" SD \ ELECTRICAL CONTRACTOR \ / L 1 A Flower Ho ger- @ 3.9% \ POWER SUPPLY TO BE INSTALLED BY \ ELECTRICAL CONTRACTOR \ C�i \ on utility P ME 88.77 f \ CONFIRM EXACT PANEL LOCATION W/ JD - o - g d ° a I ° ME 89.10 f ° a ° 1 � ooO ao Un \I ° a ARCH. SEE PUMP DETAIL FOR J° ° 8 �� a d � a ° _ _ ° o0o o� - a o i ° ° a ° Concrete ° ° i ° h a Concr e IF ° 000 a CONTROL PANEL AND POWER SUPPLY ° Ma q ' 5'D ° ° d ° �° ' oD o° 87.11 ° o° ° a ° ° REQUIREMENTS o o a ° O a ° ° a d ° azi,l a ° a Q IS 91.83 ° a 2LF4 SD@0.5%MIN FG91.42 Pao ° - oo a �enclh a ° ° ° 85.67 t ME ° °� ° ° ° °° ° ° aCon6 at Wa ° a I ° ° 87.11 r �h arrig tion Y ° 87.32 51 LF 6" SD TS 91.76 IS 91.86 o ° 1 ° lol -�---- --- �- - -- --11- a a a ° ° ° ° ° ' o ° ° ° @ 0.5% °FG 91.26 FG 91.46 o e a a 7/_ a - ° • oo 77N Idg/,re/ 9.9 ' 61. i °°° 87.11 91.82't ' r n 1.7 0.09' E & 0.01' S „ W °° ° 4 f ME 9 14 LF 6 SD @ 1.8% 6 LF 6 SD G cod Fence 27 LF 4 SD @ 0.5% MIN r @ 8.3% ° ° ° ° _ » I ° 87.11 , � 91° 1 1 91.86 8'k ME 91.76 t � N-6 -- --�--� --- --.--- 10 LF 6" SD ° ME 91.73 TC ° 8 D1 ° tween Bides °---------- � @ 32.4% ° 4 - g CONNECT BUILDING ° ° �° 8 '46 ° ° ° � 91 87 FOOTING DRAIN ONLY ' I° °°87.23 �ME 91.26 TP f 91.96 CONNECT TO BUILDING ROOF DRAIN, 15 LF 6" SD ' ' 87.23 87.23 ° ME 91.77 f COORDINATE LOCATION AND INVERT WITH @ 0.5% MIN ' 87.00 86.88 15 LF 6" SD F 87.2 2 LF 6" SD 91.82 ° CONTRACTOR PLUMBING PLANS. TYP FOR ALL 1 d L� °, @ 1 1.5% 87,26 FF 92.0 a d d ROOF DRAIN LOCATIONS ON WEST BUILDNG. FF 87.10 87.00 0 °' 87.32 @ 0.5% MIN CB T e 1 w ° ° ' solid Lid 91.30 TP86 $$ CONNECT TO BUILDING GE 91.42 91 91 91.78CONNECT BUILDING ROOF DRAIN, IE N 89.17 6 u1 �14 ° ° I FOOTING DRAIN ONLY E E 89.17 12" DI d ° 1 COORDINATE LOCATION ES89.178"CP ° °� I 86 gg AND INVERT WITH „ ° � �� IE W 89.22 8" DI 13 LF 6 SD ° 13 LF 4 SD CONTRACTOR PLUMBING 91.34 TP @ 0.5% MIN 87.06 ° ° m ° ° ° ! @ 0.5% MIN PLANS PTM 87.87 91.96 � ° ° 0 87.23 SD#4 SDCO FOOTING DRAIN 2 ° RIM 87.19 (TYP) 7 CONNECT TRENCH DRAIN 87.06 ,� a a ° 86.88 FF 87.25 c21 ° ° FROM BOTTOM OUTLET TO ``rl ' IE 84.69 (6 SW) OUT ° ° ° c 1 6" SD BELOW 0 ' ° ° ° ME 91.39 TP f 87.23 SD#7 SDCO 2 ° rn 1 d p 1 \ ° 1 1 RIM 92.04 c2.1 M 1 4 LF 4 SD o� ° 0 43 LF 6" SD IE 83.36 (6" W) OUT I 0 @ 0.5% MIN aM j ° 3� ° ° @ 2•0% / 91.96 ° ° Z 25 LF 4" SD j Lot 16 0 87.06 86.88� 4 91.84 9 LF 6" SD @ 26.5% \ ° @ 0.5% MIN 1 OFF 87 I' 2 5 4 SD I° ° ar • "' 87.23 5 LF 4 SD 1 - - ° ° 0 I � 87.23 ° ° @ 52.5% � °° DS ; °� FF 7.25 ©0.5% MIN9200 ° ° CONNECT TO BUILDING ROOF Building #550 25 LF 4" SD J044 ° 87.23 Lot 19 91.96 0 F�9.0 I ° DRAIN, COORDINATE LOCATION �i @ 0.5% MIN� ° ° °I ° ° a Lot 15 FF 86.82 (Ombo) Ldt 7 ° 1 0 ° ° ° ° AND INVERT WITH CONTRACTOR o ; ° ° PLUMBING PLANS d 0 FF 87.10 (Pet Store) / °d� ° 0 - --°--- - - --- - -----� ° - - - �- r-• - - �-- -m ...-�-- --r-- - O 0- E: I 0 _ 87.06 ' 1 `" 86 88� $ 87.28 ° ° 92.06 I 0.25' Overhang N ° 0 0 31.74 °°° d° ° ° d C z 1 0 I 1 1 o SD#12 TRENCH DRAIN A °� 86.88 87.13 ° ° 91.75 ° ° ° ° 9 .00 ° I ° I W 1 c21 1�87.21 ° d 91.75 d d° a 1 RIM 86.86 ° d ° 1 ° 87.12 ° ° 4 91.76 1 ° ° d SD#8 SDCO a ° ° ° 92.05 56 LF 87.06 ; ° ° 1 87.14 �87.2 .-- 91 92 - ° ° ° 91.97 ° RIM 92.04 c2.t �� FOOTING DRAIN 86.88 ° 20 i ° ° °°° 91.9 I IE 89.37 6" W OUT Z Y L 1 c� (TYP) I �° ° 11 ° 7.95 , 92.00 91.89 ° °° ° °I ° 1 6 LF 6" SID W CONNECT TO BUILDING ROOF DRAIN, ��° �d4 ° 88.14 88.03 a ° °I _ 1 @ 0.5% MIN > COORDINATE LOCATION AND INVERT WITH 87.06 ° ° ° 87.88, ° ° ° I ° ° ° ° 91.84 ° ° ° ° 92�11 LL c CONTRACTOR PLUMBING PLANS. TYP FOR ALL 13 LF 6" SD ° s �E 87, 87.00 ° ° ° 88.03 ° ° 88 00 d i ° 91.74 a a d 91.90 ° 91.99 42 LF 6" SID Q c ROOF DRAIN LOCATIONS ON WEST BUILDNG. @ 0.5% MIN 87.06 1, ° 1 88.19 89 5 i ° ° 92.07 °d 91.92 ° 91 71 ° 1 u t ° @ 14.3% 87.00 ° d ° 88.00 ° 89.44 ��-- d „ ° ° / 91.58 TP FF 87.10 ° _ ° - ° ° 9 .95 92.16 � ' 88.08 -� 91.81 1 ° ° id $ 87.00 a 88.00 89.38 ° ° 92 10 86.88 I ° ° ° 92.21 L 1 36 LF 6 SID ° 0 89.36 88.03 ° ° °C a1° _ I° ' n 1 @ 6.7% 87.06 ° ° ° ° I 89.27 ° ° I ° ° ° ° 91.71 d,SD#9, TRENCH DRAIN 87.00 I i ° a ° ° ° ° I ° 89.34 ° ° 89.28 ° ° ° ° ° ° 91.66 ° 91.78 91.70 ° 92.02, 8� 1 ° I RIM ELEVATION 1 /4" BELOW PVMT. 1 86.91 ° E 1 88.57 8" CP ° 92.04 10 CONNECT TO BUILDING ROOF DRAIN, 86.81 ` 91.8 I ° eT� 87 CONNECT FROM BOTTOM c2.1 1 87.42 ° d ° ° ° ' OUTLET TO 6 SD BELOW d L 1 COORDINATE LOCATION AND INVERT WITH 86.83 ' 86.93 ° ° ° 1 89.27 89 35 89.3 _ ° d °44 ° I SD#10 SDCO CONTRACTOR PLUMBING PLANS. TYP FOR ALL d 87.42 d ° 1 ROOF DRAIN LOCATIONS ON WEST BUILDNG. r d ° ° 2 1 e ° I I d ° ° ° I EIM85.75 71N OUT c2. ° ° 86.60 7 1 SW Bldg Corner 11 LF 6" SID 86.67 ° ° ° d ° ° 87.20 ° ° I 92.12 I / d ° I d° � 1 @ 0.5 % MIN ° 1 0.04' E & 0.27' N I c 8 °dam 87.73 - �. a ° I ME TC 92.14 t 1 ° a s I ° 92.23 ° I ME TP 91.71 f 1 ME 86.33 - 91.97 ° °°° ME 91.71 f IIIIIII ���� IIIIIIIIIIIII 1411111111 ���� � Illdlll III IIIIIIIIII III IIIII IIIIIIIIIIIIIIIIIII II � a e 92.03 1 P1° ° 92.15 \ N 89°58'5 9.98' '53" E 1�9.95' 92.1 � 92.11 °L�w 1 ME 88.40 ME 89.33 ° 1 d i ALLEY �- Cone Gutter P�\ DD EI:127.3 .73 ME 87.33 _� I ES c SS \ �J � SD#6 AREA DRAIN ° ° � - -_ - -_ - L IN -LINE CATCH BASIN EL 121.5 / - ME 91.80 f �� - 1- -4RIM - I 11 W/ 6" END OUTLET. L I IE 84.0 1(4" N) OUT 2 t FOOTING DRAIN c� I - (TYP) c� ME TC 92.25 f - --- - ME TP 91.81 f g 57 4' I / on s I --- H VL --- 71 I SD#13 DETENTION VAULT �� D - -' ME 92.32 t I I I 10 SD#11 TRENCH DRAIN B / REQUIRED LIVE STORAGE VOLUME: 4,368 CFI 1� 6D 7D P °° I I I�-----H1��adding Corner ,,, C2.2 �L- c� RIM ELEVATION BELOW PVMT. DIMENSIONS: 14 W x 52 L x 7 D I ME 92.23 46 LF W & 1.67' S / BOTTOM EL: 77.65 p\cIt Parking Duiling Ll CB Type GE 92.3 IE W 90 BTM 90. Asph St �SD CB Type 1 GE 92.71 IE SE 89A6 12 IE SW 89.41 12 BTM 89.01 CB Type 1 GE 92.07 E NE 89.27 12" DI E W 89.22 12" DI BTM 8&57 4 a a I ° a a a ° CB Type 1 GE 93.01 IE E 91.46 6" DI IE E 91,31 8" DP d IE W 91,31 8" CP BTM 90.96 S 48" SSMH Rim 93.26 IEE85.868"D 10 0 5 10 20 Scale 1I=10' LEGEND - - PROPERTY LINE --230-- EX CONTOUR (INDEX) EX CONTOUR 230- _ PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR RIDGE RIDGE LINE 90.00 SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY CONCRETE PAVEMENT 00 PAVERS ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY SITE WALL VERTICAL CURB C „'- i1L � BIORETENTION AREA @ AREA/YARD DRAIN TRENCH/CHANNEL DRAIN L J CATCH BASIN TYPE 1 OCATCH BASIN TYPE 2 STORM DRAINAGE PIPE ------ FOOTING/SUBSURFACE DRAIN SDCO o STORM DRAIN CLEANOUT FDCO o FOOTING DRAIN CLEANOUT DS• DOWNSPOUTS ELECTRICAL LINE TELEPHONE LINE �- GAS LINE -SS- SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION O SSMH BOLLARD • FIRE HYDRANT WATER FITTINGS ini W WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE MT"N`T8 � rll"1r nrn\ /I�r \ /A I II T DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 architect@icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons West Building 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job sire. The Architect will not be responsible for construction means, methods, techniques sequences, or procedures, or for safety precautions and programs in connection with the project. @ DiMarco Architecture 1932 First Ave Suite 201 Imm Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 ngineering pllc www.lpdengineering.i NOTE: SEE SHEET C3.1 FOR UTILITY CROSSINGS Permit Set Know what's below. ISSUED: � Call before you dig. 2020.07.17 Dial 811 APPROVED FOR CONSTRUCTION CITY OF EDMONDS GRADING AND DRAINAGE DATE: BY: CITY ENGINEERING DIVISI❑N C2.0 SEE COE STD DTL GU-410 _ LO ow oM 1 ( 6" MIN /' / / // / / /' CRUSHEDMATERIAL ERRCOE MOD 9I03.16.A.2 OR SUITABLE EXCAVATED MATERIAL AS APPROVED BY CITY ENGINEER Z / / / (SEE NOTE 2 BELOW) p // // w a 0- 6" MIN /' ,/ /' ,/ // ,/ FOUNDATION (IF REQUIRED) / // / SEE NOTE: 4 8" MIN — 8" MIN NOTE NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 36" FOR PIPE UP TO AND INCLUDING 12" DIAMETER • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM ID 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS JANUARY 2018 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t . 18g� APPROVED BY: R. ENGLISH G U - 400 NTS TYPICAL TRENCH SECTION MECHANICAL PLUG EXTEND CLEANOUT 2" ABOVE ASPHALT/ DESIGN PONDING ELEVATION CONCRETE OR PER PLAN 4" STREAMBED COBBLES PER WSDOT 9-03.1 1(2) DESIGN PONDING ELEVATION TRAFFIC RATED, CIRCULAR LOCKING CAST VALVE BOX PER MANUFACTURER RECOMMENDATIONS, SEE NOTES 1 AND 2 s coo O - 000a�ooc v MECHANICAL PLUG I I—III=1 i i=1 11=-I I =111=1 11=1 11=1 I I� _- IF 1I I II I I11 I II II I I III I ADD VALVE Box I I EXTENSION OR SOIL iElI1-1I1-1IIE -I PIPE AS NECESSARY 1 I —I I —I 11-1 11- - TO ACCOMMODATE —111-111—I I- O.D. OF RISER PIPE III�,III,,III, ,LII II SOIL TIGHT 45' BEND j CLEANOUT COVER IN wYE -I PAVED AREA - ! 1lL SOIL TIGHT - LAWN/ NDS PRO SERIES VALVE COUPLER LANDSCAPE BOX WITH LOCKING 6" (MIN) COVER, OR EQUAL. SEE UNDERDRAIN PIPE, j� NOTES 1 AND 2. PER PLANS 4" (MIN) T � CEO C� 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. NOTES: 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. REVISION DATE ~ CITY OF EDMONDS STORM DRAINAGE DECEMBER 2017 CLEANOUT PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fg t . 18g� APPROVED BY: R. ENGLISH S D — 61 9 NTS STORM DRAINAGE CLEANOUT 2 RIGID PIPE BEDDING 30" MAXIMUM FOR PIPE UP TO AND INCLUDING 12" FOR PIPE LARGER THAN 12", O.D. OF PIPE PLUS 16". 12" HAND COMPACTED GRAVEL BORROW SPRING LINE 4 1 /4" @ 4"0 DS 0 0• •o o• 00 00 4 0 ROOF DS -SEE ARCH 411 ,o o" o COMPACTED BEDDING GRAVEL PER SECTION 9-03.12(3), PLANS AND SPECIFICATIONS 00 "GRAVEL BACKFILL FOR PIPE ZONE BEDDING", OF THE STANDARD SPECIFICATIONS, OR CONCRETE IF SPECIFIED. 6" PIPE CAP W/HOLE CUT 1/8" LARGER IN DIAMETER FOUNDATION GRAVEL, IF REQUIRED (SEE NOTE 2.) THAN DOWNSPOUT PIPE 0. JT FILLER (TYP ALL AROUND WHEN FLEXIBLE PIPE BEDDING CONCRETE IS PRESENT) 12 6 , o o• •o 0o SEE ABOVE FOR TRENCH WIDTH STORM DRAIN CLEANOUT FLUSH W/ TT o �0 HAND COMPACT GRAVEL BORROW 10" (TYP) FINISHED GRADE PLASTIC VALVE BOX W/ 6" DIA LID o COMPACTED BEDDING GRAVEL PER SECTION 9-03.16, FOR LANDSCAPED AREAS OR STD 4 0 o "BEDDING MATERIAL FOR THERMOPLASTIC PIPE" OF CAST IRON COVER FOR PAVED AREAS STANDARD SPECIFICATIONS, OR CONCRETE IF SPECIFIED. SEE DETAIL PVC PIPE j C2.11 am/ FOUNDATION GRAVEL, IF REQUIRED (SEE NOTE 2.) CONCRETE ENCASEMENT jam//jam SEE ABOVE FOR TRENCH WIDTH 6"-45• (1/8) SURFACING PER PLAN BEND ° D D _.�6"SANITARY TEE CONCRETE, 2000 PSI (SEE NOTE 3.) FOUNDATION GRAVEL, IF REQUIRED (SEE NOTE 2.) NOTES: 1. COMPACTED CRUSHED SURFACING TOP COURSE PER SECTION 9-03.9(3), "CRUSHED SURFACING", OF THE STANDARD SPECIFICATIONS CAN ALSO BE USED AS BEDDING GRAVEL. 2. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION GRAVEL PER SECTION 9-03.9(1), "BALLAST", OF THE STANDARD SPECIFICATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANCHORING PIPE TO PREVENT FLOTATION DURING CONCRETE PLACEMENT. ITS PIPE BEDDING 5 NTS NOT USED 9 SLOPE PER PLAN FOOTING DRAI SEE DETAIL I� C2.1 6"-45• (1/8) BEND NTS STANDARD DOWNSPOUT CONNECTION 4" MIN 4" MIN CONIC 5.1 " CONE ADA COMPLIANT SLOTTED DUCTILE IRON GRATE W/LOCK SLOPE TO DRAIN ADJACENT PAVEMENT . a \�,� \\\ DEPTH VARIES WITH CHANNEL NO. 4" MIN CONC SLAB THICKNESS ACO KS100 TRENCH DRAIN-/ \-COMPACTED SYSTEM OR APPROVED SUBGRADE EQUAL SEE TRENCH DRAIN SCHEDULE TRENCH DRAIN A SCHEDULE KS2 THROUGH KS10 KS0103 KS11 THROUGH KS15 WITH BOTTOM OUTLET AT FROM KS15 KS14 THROUGH KS 12 TRENCH NUMBERS LISTED ABOVE ARE PER ACO KS100 TRENCH DRAIN AND ARE LISTED FROM SOUTH TO NORTH. TRENCH DRAIN B SCHEDULE KS1-1 THROUGH KS1-13 CB KS1-901 S WITH Q OUTLET AND TYPE 900 IN -LINE PLASTIC TRASH BUCKET C211 KS1-32 THROUGH KS1-1 TRENCH NUMBERS LISTED ABOVE ARE PER ACO KS100 TRENCH DRAIN AND ARE LISTED FROM EAST TO WEST. NTS 0 TRENCH DRAIN FLOOR AND CAPILLARY BREAK PER ARCHITECTURAL AND STRUCTURAL DRAWINGS SLOPE TO DRAIN AWAY FROM BUILDING CONTRACTOR TO PROVIDE TEMPORARY PROTECTION OF PROPOSED GRADE WASHED ROCK UNTIL PER PLAN PLACEMENT OF BACKFILL PRIOR TO PLACEMENT OF FINAL FILL LAYERS VARIES FILL AS e D D REQ � \ \ \ \ \ ° ° O��i�//V�//\ o° P 000� 0 0 D0, /v/v �O 0 630 o oa0 o\/i\/i\/i\/i\/i\ ° � O O o o //////\ FOOTING DRAIN 6 , 1 / /\\�\\�\\�\\�\\�\\ \/A/A/A/A/A TOP SHALL BE o /i�o�o�/v�ovv�ov�ov�ov�o� A MIN OF 4„ TOP c BELOW OF \\//\\//\\//\\/ FOOTING t ��/�\/�\/�\/�\//\/�\/�\/�\/�\!� BUILDING FOOTING & WALL PER STRUCTURAL ' DRAWINGS. SEAT WALLS WASHED ROCK PER LA DRAWINGS. DO NOT DISTURB FOOTING FOOTING DRAIN PLACED LEVEL OR BEARING ZONE WHEN WITH POSITIVE SLOPE TO OUTLET INSTALLING FOOTING DRAIN SPREAD FOOTING FLOOR AND CAPILLARY BREAK PER ARCHITECTURAL AND STRUCTURAL DRAWINGS SLOPE TO DRAIN AWAY FROM BUILDING CONTRACTOR TO PROVIDE PROPOSED GRADE TEMPORARY PROTECTION OF PER PLAN WASHED ROCK UNTIL PLACEMENT OF BACKFILL PRIOR TO PLACEMENT OF FINAL FILL LAYERS VARIES FILL AS REQ 12 MIN/\\ /// Oro oa0 0 �wv�/wv/wX/ ° �� O D O77 D O O/ /A�jAAjAAjAAjAAjA , 0 0 0 0 0 vv//vv//vv//vv//vv//� ° = //i//i//i O o o 00 O\\\/\j\/\\ TI N_G_D_RAI N 0 0 6" M I N %vim/AI , v/A\ SHALL BE D/V//V//V//V/ /V/ MIN OF 4" ° ° /v/v/v/vvjAvjAvjAvjAvjAvj� A ///\\j/\\j/\\j/\\j/\\j/\\j/\\j/o BELOW TOP OF ° z \/\/\\/\\/\\/\\\�\/ FOOTING BUILDING FOOTING &--/ WALL PER STRUCTURAL DRAWINGS. SEAT WALLS PER LA DRAWINGS. SLO DRA DO NOT DISTURB FOOTING BEARING ZONE WHEN INSTALLING FOOTING DRAIN WASHED ROCK FOOTING DRAIN PLACED LEVEL OR WITH POSITIVE SLOPE TO OUTLET L-SHAPED FOOLING 10.65" NTS BUILDING FOOTING DRAIN 7 �IENT )1 S IN -LINE CATCH -H Q OUTLET AND I IN -LINE TRASH NTS TRENCH DRAIN CATCHBASIN �2" 1-1 12" X 12" FRAME AND GRATE (SATHER MANUFACTURING 1212 FRAME AND GRATE OR APPROVED EQUAL) z G0l DICED 1►s� 18" JUNCTION BOX 17" X 17" AREA DRAIN BY CUZ CONCRETE PRODUCTS OR EQUAL NTS AREA DRAIN 4 1' SURFACING PER PLAN d ° 00 0 00 0 0 i��i��i ° ° 0000°°o00°° d ° 0 0 000 � 000 A 006 006 a OOO� �O OO A 0 Oo (? OooO WASHED OoO� o00� 0� ROCK a OOo� 6„ a(2u Q_PERFORATEDd HOC PVC DRAIN ° O 2" d° n ° ° d ' ° ° d NOTES: 1. SUBSURFACE DRAIN DETAIL APPLIES TO ALL BACKFILLED SITE RETAINING WALLS AND STORM DETENTION VAULTS. NTS DETENTION VAULT AND WALL DRAIN NTS NOT USED12 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 architect@icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons West Building 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job sire. The Architect will not be responsible for construction means, methods, techniques sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture 1932 First Ave ' Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 n g i n ee ri n g p I I c www.lpdengineering.corr Permit Set ISSUED: 2020.07.17 GRADING AND DRAINAGE DETAILS BY: CITY ENGINEERING DIVISI❑N C2,1 14"X4" LOCKING RING AND COVER W/ LETTERS "DRAIN" MARKED ON LID OLYMPIC FOUNDRY INC. PART NO. M1060 OR APPROVED EQUIVALENT ASPHALT PAVEMENT SURFACE IF VENT IS IN CONCRETE PAVED SURFACE PROVIDE THICKENED EDGE AND POUR CONCRETE MONOLITHIC 28" SQUARE 12" 0 D.I. PIPE CONCRETE FIBER JOINT FILLER 6" 0 PVC VENTILATION PIPE FROM STORMWATER FACILITY wwv� 2„ \-COMPACTED SUBGRADE 6" DRAIN 6" INLET PIPE IE 82.1 (a)48" ACCESS RISER C2.2 W/ 24" SOLID LOCKING LID A 6" VAULT VENT RIM 87.15 4" PERFORATED PIPE/FOOTING DRAIN IEE 78.15 " 1 c2 NTS VAULT VENT FLOW CONTROL STRUCTURE 4.5"'� - PVC PIPE* NON -SHRINK GROUT 1'-0" MAX ' CONTROL DEVICE ASSEMBLY TO BE COUPLING PVC PIPE REMOVABLE FROM (OPTIONAL) STUB* INSIDE THE FCS SET SCREW TO PREVENT ROTATION INVERT* GASKET (TYP) + z PVC PIPE PVC ADAPTER* W/ CROSS* o DOUBLE GASKET : I AND ADHESIVE BONDED SAND FINISH =IJ ON EXTERIOR. MIN 7" LONG DRILLED ORIFICE PVC INSIDE CAULK SPACE BE --IN EEN CAP PLUG PVC ADAPTER AND PIPE STUB CONNECTION & CONTROL DEVICE ORIFICE DIAMETER* DETAIL_ A CONNECTION AND 0' LADDER OR HAND HOLDS CONTROL DEVICE POLYPROPYLENE (SEE DETAIL A) OUTLET PIPE / - tPEL* VC PIPE* TEE* COOL* 1 ELBOW* DRILLED J ORIFICE DIA* PVC INSIDE CAP PLUG* CINCH ANCHOR ALLOWABLE OUTLET LOCATION (180' to 315') WIRE ROPE CLIP (SS) FINISHED GRADE CATCH BASIN TYPE II DEFORMED DEFORMED V-NOTCH WEIR AS NEEDED* PER COE STD DTL STEEL SD-300 OVERFLOW ELEV* SLMIN ROD (SS OR , + ALUMINUM) SUPPORT (2 REQ'D) ADDITIONAL ORIFICE LENGTH TO FIT AS NEEDED* INIIIVERT* 1' -0" MIN m. I 1'-6" MAX PVC PIPE & CROSS FLOW CONTROL I STRUCTURE CONTROL DEVICE-,0j SEE DETAIL11.iv DETENTION PIPE PIPE SUPPORT rd (LENGTH, DIAMETER, DETAIL B DIAMIETER* MATERIAL TYPE)* FLOW CONTROL STRUCTURE SHOWN W/ TYPE 2 CATCH BASIN (DETAILS A & B SHALL APPLY TO ALL DESIGNS NOTES: WHERE A SHEAR GATE WOULD OTHERWISE APPLY) * SPECIFIC DESIGN INFORMATION AS INDICATED ON APPROVED CONSTRUCTION DRAWINGS. INVERT OF DETENTION PIPE IN STRUCTURE :SHALL BE EQUAL TO OR HIGHER THAN THE: INVERT OF THE OUTLET PIPE. PRIVATELY -OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY. FLOW CONTROL REVISION DATE CITY OF EDMONDS STRUCTURE JANUARY 2018 STANDARD PUBLIC WORKS (FCS) DEPARTMENT DETAIL eS/ 139� SD-301 APPROVED BY: R. ENGLISH NTS FLOW CONTROL STRUCTURE e4 6" DRAIN O d LADDER RUNGS FROM IE 82.70 \ FLOOR TO ACCESS 0.5% MIN � (TYP) PRECAST 3-SIDED BOX SYSTEM DESIGN BY OTHERS UNDER SEPARATE PERMIT 14' SUMP AREA (MIN 4'X4') - - , 6" DRAIN 0.5% MIN 6" DRAIN I E 82.50 I I E 82.70 \ 1 FG 86.90t 7�7 „a v 0.5' FREEBOARD MAX DESIGN W.S. = 84.15 I ` 1 6"0 RISER C2.2 LIVE STOR GE DEPTH TOP -OF SEDIMENT STORAGE_ EL = 78.15 A -A SECTION- Ire>E:�LiN'� _ LADDER RUNGS FROM 11 ACCESS RISER TO `% FLOOR (TYP) - 2' q1 FLOOR GRATE OVER SUMP AREA 4' REFER TO STRUCTURAL DWGS 6" VAULT VENT ,� RIM 86.90 Imo' 1 6" OVERFLOW RISER AND OUTLET PIPE IE 78.15 A 48" ACCESS RISER W/ 24" SOLID c LOCKING LID TOP OF VAULT EL 85.65 TOP OF RISER MAX WS EL 84.15 6" 0 ELBOW W/ 1 " 0 ORIFICE EL 83.90 6" 0 ELBOW W/ 1 "0 ORIFICE EL 82.90 PIPE SUPPORTS (3 MIN) 2 3' MAX VERTICAL SPACING C2.2 3"xO.09" ALUMINUM W/ 6" OUTLET PIPE 5/8" STAINLESS BOLTS IE 78.15 0.55"0 ORIFICE EL 76.15 RESTRICTOR ORIFICE PLATE BOLTED TO FLANGE OR DRILLED CAP RIM EL PER PLAN 4" MIN. 18" MA} 8" REDUCING TOP SLAB 48" 0 RISER) (IF NEEDED) TOP OF VAULT NOTES: �24" SOLID LOCKING LID COVER �24" 0 RISER STEPS AND LADDER FROM ACCESS OPENING TO VAULT FLOOR 11 C2.2 VARIES 48" 0 OPENING IN VAULT LID � a INTERIOR WALL a NTS DETENTION VAULT ACCESS RISER 3 1. MINIMUM ONE ACCESS MANHOLE PER 50' VAULT LENGTH OR WIDTH. 2. PRE -CAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. 3. VAULT SHALL BE DESIGNED AND STAMPED BY A REGISTERED STRUCTURAL ENGINEER. VAULT SHALL BE DESIGNED FOR HS-20 TRAFFIC LOADINGS, MINIMUM. 4. ALL METAL PARTS SHALL BE CORROSION RESISTANT. 5. PROVIDE LADDER RUNGS IMMEDIATELY ADJACENT TO ALL INLET/OUTLET PIPES. 6. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS AND FRAMES. 7. PENETRATE CARRIER PIPE THROUGH VAULT WALL. 8. USE APPROVED WATERTIGHT STRUCTURE ADAPTOR. 9. SLIP SMOOTH -BORE HORIZONTAL LEG OF FLOW CONTROL TEE INSIDE CARRIER PIPE. 10. NO FLOW CONTROL JOINT OUTSIDE OF STRUCTURE. 11. BAFFLE WALL TO DIVIDE VAULT INTO TWO APPROXIMATE EQUAL SIZED CELLS. ___E--6-1/2" MIN HANDHOLD NTS DETET IONI 1 ILT (4" MOD STE } - 9-3/8" FOR BLOCK OR BRICK MH SECTION D 9-1/2 SE " FOR PRECAST MH - - _ CTION FOR _- 7" FOR MODIFIED STEP FOR IFIED PRECAST MH SECTION STEP NOTES: �YLENE 1. I -ADDER MAY BE INSTALLED IN ALL STEP CATCH BASINS AND MANHOLES 'WHEN DEPTH OF STRUCTURE FROM TOP OF FRAME TO LOWEST FLOWLINE EXCEEDS FOUR(4) FEET. 2. DIMENSIONS FOR THE MH LADDER ,AND STEP ARE MINIMUM REQUIREMENTS ONLY. 3. STEPS AND HANDHOLDS SHALL BE INSTALLED AT 1'-0" ON CENTER SPACING. WHEN THE DISTANCE FROM THE HIGHEST STEP OR �ANDHOLD AT THE TOP OF THE MH FRAME EXCEEDS V-0" AND ANOTHER STEP OR HANDHOLD CANNOT BE INSTALLED BECAUSE OF THE LOCATION OF THE MH FRAME, A HANDHOLD SHALL BE NSTALLED BETWEEN THE TOP 2 VaYERS OF BRICK OR COLLAR. 4. IF BOTH STEPS AND LADDER ARE REQUIRED IN ANY STRUCTURE, THEY SHALL BE FROM THE SAME MANUFACTURER. 5.:STEPS AND LADDER SHALL BE POLYPROPYLENE AND CONFORM TO ASTM D4101 WITH 1 /2" ASTM A615 GRADE 60 STEEL REINFORCING BAR. LANE P-13938, M.A.PS2-PF, OR EQUAL. 6. FASTEN LADDER TO FLOOR AND 'WALL SUPPORTS WITH 1-1/2" x 3-3/4" ANCHORS. ANCHORS TO 13E INSTALLED PER MANUFACTURER (RECOMMENDATIONS. P a a PREFABRICATED LADDER REVISION DATE CITY OF EDMONDS STEP AND LADDER DETAIL JANUARY 2018 PUBLIC WORKS STANDARD DEPARTMENT DETAIL Sf. IB90 APPROVED BY: R. ENGLISH GU-423 nnn�nnr �n�� v ten- i i nn ION BOX DIMARCO ARCHITECTURE JDUIT TO David DiMarco 1319 E Howell Street Seattle WA 98122 architect@icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons West Building 550 Main Street Edmonds, Washington 98020 2" FORCEMAIN IE 83.89(PARALLEL TO 6" SD) RIGID FLOAT SHALL BE P\ STAINLESS S- WIRE TIES, V OR PRE DRIL SHALL BE U`. SECURE THE TO THE BRA( MANHOLE T, , W/SUMP PER WSDOT STANDARD PLAN B-15.20-01 NOTE: 1. PUMPS SHALL BE GOULDS WS3BHF MODEL 3887BHF ON A GOULDS CBE 20-20 SLIDE RAIL SYSTEM OR EQUAL. 2. PROVIDE AND INSTALL A COMPLETE AND WORKABLE DUPLEX PUMP CONTROL SYSTEM WITH THE FOLLOWING MINIMUM FUNCTIONS: a. START, STOP AND ALTERNATE PUMPS PER LEVELS INDICATED ON THIS DETAIL. b. HAVE ON OFF AUTO CONTROL FUNCTIONALITY. c. AUDIO AND VISUAL HIGH LEVEL ALARM. d. NEMA 4 RATED ENCLOSURE (PAINTED TO MATCH BUILDING) e. SJE RHOMBUS MODEL 1221P124E3A6A8AC10ACE14B19B35H OR EQUAL. 3. PROVIDE AND INSTALL A 20A, 230V, SINGLE PHASE DEDICATED CIRCUIT FROM ELECTRICAL ROOM PER THE LATEST VERSION OF THE NATIONAL ELECTRIC CODE. 4. CONTROL PANEL SHALL BE LOCATED WITHIN SIGHT OF PUMP STRUCTURE. NTS STORMWATER PUMP STATION NTS NOT USED12 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects except by agreement in writing anc� appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job sire. The Architect will not be responsible for construction means, methods, techniques sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture 1932 First Ave ' Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 n g i n ee ri n g p l l c www.lpdengineering.corr Permit Set ISSUED: 2020.07.17 GRADING AND DRAINAGE DETAILS BY: NTS NTS NTS CITY ENGINEERING DIVISI❑N C2.2 NOT USED 9 NOT USED O STEP AND LADDER s Fog Line MAIN STREET I / DIMARCO ARCHITECTURE cv 00 ctj Asphalt Street GO CP ° / I Asphalt J00 co ° / David DiMarco 1319 E Howell Street Seattle WA 98122 architect@icioud.com � OFF -SITE CONCRETE Yellow CA Stripe \ DETENTION VAULT WITH � Found W ° 206.355.6795 W W WALKWAYS (NPGIS) W FLOW CONTROL STRUCTURE \U pQ p4 �I ° www.dimarcoarchitecture.com EX BUILDING ROOF \ PROJECT SITE Surface Mon DISCHARGING ING TO o ALLEY \ Fog Line I g PROPOSED I Main Street - \ ° Commons West DETENTION VAULT WITH Building FLOW CONTROL STRUCTURE \ Street550 Main ==tz=a c e ° ° °° n oo °° \ Edmonds, Washington 98020 ° o ° ° ° / ° °° i ° Cor>c�e ° ° ° x ° ° 7� V V ° ° ° ° ° Concrete o o ° Concr e VI ,I F — — A4 \ o00 o00 0 0 0 0 I ° ° °° ° ° ° e d °° ° e n4 ° ° ° I p ° s °° ° ° ° ° ° °° ° 1 ° ° ° ° 00 ° a Drawings and Specifications as instruments of service are and shall C ° e G ° ° a e l e ° ° e ° 8 e ° / e a a a 0 V l e °, a d e ° 4N V V V a G e / � o e a 'toncrete Walk ° ° J e G - e e oo o o °oo remain the property of the Architect. They are not to be used on extensions of the or other except by ° �s ° a °, ° ° e a e a I d ° G o ° ° °haQ9er , ° e ° e d ° G ° �, 00 project, projects compensatioto tthe Arc ° a P3 a ° e ° - — a — — — — a e° �� — —� — Q� — Q p ° ° G ° ° ° a a ° ° a e a ° a P1 ° ° ' a ° ° Architect. NW Bldg Corner 61. e° �; Q �:.: ' '•' ' ' .•.W . 1• ; L ,•s, , Jr I ` `•- ` ° e 0 I 4 ° The General Contractor is responsible for confirming and correlating dimensions at the job sire. The Architect will not be responsible for construction means, 0.09' E & 0.01' S ' �; ; ,•3 Q.• `X �• VV o V V I � V o V a L�A : , methods, techniques sequences, or procedures, or for safety precautions and Wood Fence / ' Wall e I M� M� O ;•�•,•;;`� .. 7 l7 I I� •�•''•' ''''•' •;•;.�,X V I ° a a° sb ° , programs in connection with the project. ©DiMarco Architecture between Bldgs �k ' •� rrrrr' 'rrrrrF 'I• ; ° ° ° � r■Z-� L J 01 � O Q � V Q I N ° 1932 First Ave Suite 201 Seattle, WA 98101 p Bpi 3 i p p, 206,725,1211 0 j / V� V Iengineering f.206.973.5344 p l l c www.Ipdengineering.com I _ Q � DU ' I o V V ' D a Q I OFF -SITE CONCRETE WALKWAYS (NPGIS) V V , 1 V I 3 I r ° o 307 6 O 4 �ssIONAL / o V V o V o E��1� b jV V ; VIA V , V rM Building #550 ; 7 I d �1 ' o ' I FF 86.82 (Ombo) o V I V o' I o / / ' I V V I ' IFF 87.10 (Pet Store) ; I ----- --- -- - - ---- - -- - - - - ----- - - - -O d p l e �T IN: d 0.25' Overhang V V ; I V V V I a a V o U I° I On -Site Area Summary 1 V Vo VQV - VoV VoV VoV •...... - I �� oV k I V ° I I W ' ; PROPOSED BUILDING ROOF (NPGIS) 3,398 SF (0.078 AC) ' d O I '•`•`•`•'•'•'•` a --'--- -- � � .-----.."ti 1 V V .i -`� �. Q" a I I V I I I V — I I arking cn o Z t � �� ASPHALT/CONCRETE PAVEMENT (PGIS) 1,335 SF (0.030 AC) ' j i Q I I �- II_V a �• o�V• a I I Q W 0 a° CONCRETE WALKWAYS (NPGIS) 6,915 SF (0.159 AC) I BTM 60�„ GP � o I V o V IQ V I V o V = Q o ' BTM 8^45 —� V I Q U `o TOTAL NEW PLUS REPLACED EFFECTIVE IMPERVIOUS AREA 11,648 SF AC) i N Q Id p ;; j I Q I 'n v (0.267 - -------... I N = Off -Site Area Summary - a °, a I Q Q ° a ° a a `° I ° c �, I V V I V V V V V V V V o _ �� �� ASPHALT PAVEMENT (PGIS) 373 SF (0.009 AC) ' �' "� I o o PARKING o -� I !7 /� a I p Q p a I p a p a p a 1a<� � ,°a ° CONCRETE WALKWAYS (NPGIS) 1,582 SF (0.036 AC) ' , � V V V � V V V V V V V / p p V � I p � TOTAL NEW PLUS REPLACED EFFECTIVE IMPERVIOUS AREA 1,955 SF (0.045 AC) o _ I �� V rn N FLOW CONTROL BASIN AREAS I I o o aQ I SF (0.078 AC) 4.7' I � _ V V ` � I CONCREI E WALKWAYS � ROOF(NPGIS)3,398 S�Bldg Corner o.' E & o.2T N � ; Q � � � � � � � � � � � � a � i V V ;! V V I ASPHALT/CONCRTE PAVEMENT (PGIS) 1,335 SF (0.030 AC) ,V�° o o a CONCRETE WALKWAYS (NPGIS) 6,915 SF (0.159 AC) 6 / / NEW LANDSCAPING (NPGPS) 638 SF (0.015 AC) 77 _ P1 L OFF -SITE ASPHALT PAVEMENT PGIS 373 SF 0.009 AC ( ) p� \ \ /I _ _ _ _� _ SS uu \ / V L 1:127.3 __SS ALLEY � — - Conc Gutter , Asphalt Alley � j � � DI S S j j S S S 01 V � ps S V V ° d I �—� �\ p°a ° OFF -SITE CONCRETE WALKWAYS (NPGIS) 25% OF EXISTING BUILDING ROOF (NPGIS) 1,582 SF (0.036 AC) 1,845 SF (0.042 AC) - - t BVL I ! G— �!% EL 121.5 / L---1„ a 1 I EXISTING BUILDING ROOF (BYPASS) 3,645 SF (0.084 AC) EX BUILDING BUILDING ROOF OFF -SITE ASPHALT ON -SITE ASPHALT OFF -SITE ASPHALT TOTAL BASIN AREA 19,731 SF (0.453 AC) ROOF TO DETENTION TO DETENTION PAVEMENT (PGIS) PAVEMENT (PGIS) PAVEMENT (PGIS) VAULT (BYPASS) VAULT NT' NTs OFF -SITE ASPHALT PROPOSED HARD SURFACES PLAN 7 PROPOSED HARD SURFACES SUMMARY 8 PAVEMENT (PGIS) PAVE Permit Set ISSUED: 2020.07.17 NTS NOT USED12 APPROVED FOR CONSTRUCTION CITY OF E D M O N D S PROPOSED HARD SURFACES SUMMARY DATE: C2,3 BY: NTS NTS NTS CITY ENGINEERING DIVISI❑N NOT USED NOT USED NOT USED �Type1 w olid Lid 81.29 N 79.64 4" PVC E 78.64 12" DI S 78.29 12" PVC M 76.94 CB Type 1 w Solid Lid GE 83.62 IEN81.874"PVC IE W 81.07 12" DI BTM 79.52 CB Type 1 w Solid Lid GE 84.97 IE W 82.47 12" DI IE S 83.62 6" PVC BTM 81.27 11i I a I ------ ----- -- Z-Z- a 4 d a / / Conc. Curb & Gutter (typ) / / 9 CBType 1 GE 92.04 \ IE W 90.29 8" DI \ a IE E 90.24 8" DI BTM 89.59 I d e m 4 c o d 4 WATER SERVICE CONNECTIONS BY CITY OF Fog Line / EDMONDS. CONTRACTOR TO CONFSIZESRM WITHATER PLUMBINCEM t MAIN STREET �� 8 00 DESIGNER PRIOR TO C) EX FIRE HYDRANT � CONSTRUCTION, AND I COORDINATION WITH CITY - 8 LF 4 FW DI � I 2" WATER SERVICE METER - - \ RESTRAINED PIPE FDC W/4" CV (RJ) Found \ I, W/VALVE BOX 'A T �- \ 3 Hour CONCRETE SIDEWALK PER CITY OF EDMONDS STD DETAIL r ��� \ surface Mon \ Parking C3.2 NEW CONCRETE FOR SIDEWALKS SHALL MATCH CLOSELY IN (1) 4" 45° BEND (RJ) FDC 3 Hour \ COLOR TO THE REMAINING EXISTING SIDEWALK THRUST BLOCKING 11-- Parking STOP \ SIDEWALK SHALL BE SCORED TO MATCH EXISTING ; 2" WATER SERVICE CONCRETE STAIRS \ � \ lower Hangers (SEE ARCH) V A \ EX DCVA WITH 4" METER n utility Poll FIVIETER z_ 6 CONNECT TO EX WATER SERVICE d� REPLACEOEREMAIN. / ° U \ d ° FOR IRRIGATION SERVICE VAULT LID ° ConceD ° d °LOCATION OF EXISTING WATER CONTRACTOR TO CONFIRM M4 i 5'D Conc t /MA n® a a / SERVICE SEE IRRIGATION PLANS ° 4 ° ° a a ° `' ° a ° ° ° a a ° ° ° G ° 4 FOR CONTINUATION ° °� ° 4 ° Con walk ° 24 LF 4" FW DI ° 4 a ° a ° ° Irrigation x3 0 a d d ° ° ° d d ° 4 RESTRAINED PIPE Car j&harjerJa a g ° oo ° a P3 --°-L a -�°-- -a ° d° ° ° a ° ° a ° ° P1° ° 00 d 14 N log orner / /59.98' 9 3T - ° t�,- 4 1' m a I ■ 1 i 4 MA 4 d T 1 C coal Fence ° ° d ° ° � 91°. °D tween Bldgs UP ° J / . 1 8 D� I°° ° l ° 4 ° ° W 8 '46 ° n a �� CB Type 1 d 16 LF 2" POLY W (1)4"X6" TEE (FLXRJ) (1) 6"X4" REDUCER (FLXRJ) 8 LF 4" 4" SPOOL AS NECESSARY DI FW THRUST BLOCKING 45° BEND (RJ) °' THRUST BLOCKING 0 I N o/ Lot 15 0 / 0 0 z / CONNECTION TO BLDG SS COORDINATE LOCATION AND INVERT ELEVATION W/MECH PLANS PRIOR TO CONSTRUCTION OF ANY PORTIONS OF THE DOWNSTREAM SYSTEM �_�yb Im it ytiGV C3.3 W/12" CAST IRON LAMPHOLE COVER W/1 /2" HEX BOLTS RIM 84.99 IE 77.16 SW Bldg Corner 0.04'E&0.27'N IN89°58'S3" TRASH AND RECYCLING AREA WITHIN BUILDING El:127.3 FOOTPRINT SEE ARCH S PLAN �� 1 CONNECT TO EX 8" DI SS__'Z C3.3 WITH LMK CONNECTION PER CITY OF EDMONDS UTILITY a` ENGINEER IE 77.03 f CONTRACTOR TO COORDINATE W/CITY OF EDMONDS AND CONFIRM LOCATION AND INVERT ELEVATION PLANS PRIOR TO CONSTRUCTION OF ANY PORTIONS OF THE UPSTREAM SYSTEM _ / I GE 92.07 d° ° g ° =d' E NE 89.27 12" DI I IE W 89.22 12 DI FF 87.25 I BTM 88.57 d (1) 45° BEND (RJ) FF 92.0 ° ° a d FF 87.10 ° 0 6 LF 4" FW DI THRUST BLOCKING CBT e 1 w I ° a d RESTRAINED PIPE Solid Lid I4 I CONNECTION TO BLDG SS GREASE WASTE 11 89.9* ° 17 DI / 4" FIRE SERVICE COORDINATE LOCATION AND INVERT ELEVATION 89.17 122 " DI CONNECTION TO BLDG. W/MECH PLANS PRIOR TO CONSTRUCTION OF 89.17 8" CP ANY PORTIONS OF THE DOWNSTREAM SYSTEM 89.22 8" DI II 0 SEE MECH PLANS FOR ; o 87.87 0 4 CONTINUATION I CONNECTION TO BLDG SS a 3 COORDINATE LOCATION AND INVERT ELEVATION PAVERS � 0� FF 87.25 W/MECH PLANS PRIOR TO CONSTRUCTION OF �° 4 ° UI I (SEE LS) I 90 LF 4" FW DI ANY PORTIONS OF THE DOWNSTREAM SYSTEM ° I° RESTRAINED PIPE 79 LF 2" SS #1 6" SSCO (a) ° 4 a POLY W RIM 87.25 C3.3 0 CONNECT TO 2" -- a I --1 IE 82.30 CONCRETE I O' 34 E DOM WATER 1 PLANS FOR ( Lot 1 6 0 ° ° 3 SEE MECH 1 CONCRETE STAIRS WALKWAY (TYP) ° SCORING 1 Car Changer FF 87.1 = SEE ARCH) LAYOUT AND C I ° ° ° °°4 - CONTINUATION I I CONCRETE RETAINING °I I 4 Building #550 FF 86.82 (Ombc 104 LF 2" POLY W FF 87.10 (Pet Store) 0.25' Overhang N 0 0 0 (1)4"X6" TEE (FLXRJ) 0 (1) 6"X4" REDUCER (FLXRJ) 4" SPOOL AS NECESSARY THRUST BLOCKING 28 LF 4" FW DI RESTRAINED PIPE SS #5 6" SSCO FF 87.10 RIM 87.60 Cam% IE 81.12 PLUG OUTLET FOR FUTURE CONNECTION PROPOSED RECYCLING ENCLOSURE PER ARCH 11 CONCRETE cC3_12 PAVEMENT CONNECT TO 2" DOM WATER SERVICE COORDINATE LOCATION WITH MECHANICAL 4" FIRE SERVICE CONNECTION TO BLDG WALL (SEE STRUCTURAL 11 ■ � �� �ii I•• �II�IP�i�lll.� .� RESTRAINED P1111 E is l■� � I ■■- �� � � III\ 1 �h __��� CB Type 1 GE 92.31 IEW90.468 BTM 90.11 W Asph St --SD CB Type 1 GE 92.71 IE SE 89.46 12" DI IE SW 89.41 12" DI BTM 89.01 CONCRETE CURB AND GUTTER PER CITY OF c3.2 EDMONDS STD DETAIL CITY OF EDMONDS TREE GRATE 10 (3'X3') C3.2 SEE LS PLANTING PLAN FOR TREE INFORMATION EXISTING UTILITY POLE TO REMAIN EXISTING CAR CHARGING STATION TO REMAIN ° ° CITY OF EDMONDS TREE GRATE 10 Q RESTRAINED PIPE �14 � ° ° ° � �° I � � Z � c� a4 ° d �` (3 X3 ) I ° _ SS #4 6" Mill 1 ° a d ° ° J ° °I c� ° I° I LU � SEE LS PLANTING PLAN FOR RIM 87.24 �� 4 ° d 49a5' 0 TREE INFORMATION / 1 ° a� 4 ° d x IE 82.3 FM ° 4 I ° (1) 4" 45° BEND (RJ) d ° d l REINSTALL '3 HR-PARKING' SIGNAGE ° ° ° THRUST BLOCKING ° a ° °' PROVIDE NEW SIGN POST PER COE 4 ° ° �� 1 4 45° BEND R ° ° ° STD DETAIL TR-572 ¢d \ ° ° 4 S ° ° ° d , THRUST BLOCKING � °4 -fit d d PROPOSED ELECTRICAL CONDUIT �° )1 d ° °�.: ° �4 T e41°� ° I ° ° ° ° 57 LF 6 SS @ 2.0% ° 8 U DESIGN BY ELEC DESIGNER dal d d° ° 59 LF 6" SS © 2.0% ° ° 4 ° ° Qo ° IE d ° ° ° ° �8� 8=c . 88.57 8" CP d°° • I ` d CONCRETE SIDEWALK PER CITY OF EDMONDS STD DETAIL � d ° 3Tf1 CT d ° ° d rn NEW CONCRETE FOR SIDEWALKS SHALL MATCH CLOSELY IN \ ° ° ° ° 1 d ° ° I `r) N COLOR TO THE REMAINING EXISTING SIDEWALK d ° ° 6 ° I ° SIDEWALK SHALL BE SCORED TO MATCH EXISTING d , �L ��.v i C3.2 IE E 91.46 6" D d 4 ° 4 1 I o I ° 1 E- E-rl 'I Z 'I r 4 ° ° CITY OF EDMONDS TREE GRATE 10 JQ I a I 4 (3'X3') C3.2 uP a s ° I d I I SEE LS PLANTING PLAN FOR UP SEE MECH PLANS FOR °� 4 T T T T T T I TREE INFORMATION CONTINUATION J 1. 9.98' 7 LF 4" DI W J8'53" E 19 ADA PARKING STALL SIGN P °I L PROPOSED ELECTRICAL CONDUIT W/ VAN ACCESSIBLE �' ,, 14 ° `4 ° 14 CONCRETE CURB AND ALLEY - DESIGN BY ELEC DESIGNER ° ° I GUTTER PER CITY OF cC3_.22 ���° EDMONDS STD DETAIL (1) 4" 90° BEND (RJ) - -SS #3 6" SSCO - _ ! C3 � S \4S (SEE LS FOR SCORING) W/12" CAST IRON G � THRUST BLOCKING 6.5 C3.3 LAMPHOLE COVER-------- ------- ° PROPOSED TRANSFORMER LOCATION LF 6 SS W/1/2" HEX BOLTS - - -- I _ I I I-- CONTRACTOR TO COORDINATE _ _ g RIM 88.40 I ° I --- W/ELECTRIC DESIGNER AND FUTURE GRAVITY GREASE IE 81.1 �� x , , X ---- - ,-- - - o I ELECTRIC SERVICE PROVIDER FOR D / / / / 7--70 � I a I CONCRETE 11 FINAL DESIGN AND CONNECTION ESIGNETO BEL000O COORDINATED CONNECT TO EX 8" DI SS WITH LMK 4 ADA SYMBOL (Sc(� Conc cut er -- -- - LOCATIONS 3 �-" PROPOSED TELECOM AS PART OF FUTURE TENANT CONNECTION PER CITY OF EDMONDS WHEEL STOP (TYP) - 15' WIDE CONCRETE 8 C� BLOCKOUT � AND CATV SERVICES � I I - -PAVEMENT c� a; IMPROVEMENTS PERMIT C� UTILITY ENGINEER TYP SHOWN FOR --- _ DRIVEWAY APPROACH C3.2 / IE 80.98f �(� AC PAVEMENT (TYP) Asp\aSTRIPING PROPOSED GAS SERVICE / REFERENCE ONLY I I PER CITY OF EDMONDS CONTRACTOR TO COORDINATE W/CITY OF c c3�2 c ), SHOWN FOR REFERENCE i DESIGN BY ELEC i I I STD DETAIL EDMONDS AND CONFIRM LOCATION AND ._3 ONLY, DESIGN BY OTHERS INVERT ELEVATION PLANS PRIOR TO �o DESIGNER �� (� CONSTRUCTION OF ANY PORTIONS OF 0 I THE UPSTREAM SYSTEM NOTE 1. CITY OF EDMONDS WILL TV SEWER MAIN PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE WITH CITY FOR TV INSPECTION. 2. EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS, INCLUDING WITHIN THE ALLEY, SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. 3. UNDERGROUND WIRING REQUIREMENTS OF ECDS 18.05 SHALL BE FOLLOWED. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND 10 0 5 10 20 Scale 1In=10' LEGEND - - PROPERTY LINE __230-� EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING Qa CONCRETE WALKWAY CONCRETE PAVEMENT d . F- L PAVERS ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY SITE WALL VERTICAL CURB �L �L BIORETENTION AREA O AREA/YARD DRAIN nm TRENCH/CHANNEL DRAIN �� CATCH BASIN TYPE 1 OCATCH BASIN TYPE 2 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN 0 STORM DRAIN CLEANOUT 0 FOOTING DRAIN CLEANOUT • DOWNSPOUTS -UP- ELECTRICAL LINE T TELEPHONE LINE c GAS LINE ss SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION O SSMH BOLLARD • FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION NOTE: SEE SHEET C3.1 FOR UTILITY CROSSINGS Know what's below. Call before you dig. Dial 811 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 architect@icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons West Building 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job sire. The Architect will not be responsible for construction means, methods, techniques sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture 1932 First Ave M Suite 201 Seattle, WA 98101 p. 206.725.1211 f, 206.973.5344 ngineering pIIc www.lpdengineering.c Permit Set ISSUED: 2020.07.17 UTILITIES AND PAVING BY: CITY ENGINEERING DIVISI❑N C3,0 Type 1 w olid Lid 81.29 N 79.64 4" PVC E 78.64 12" DI S 78.29 12" PVC M 76.94 CB Type 1 w Solid Lid GE 83.62 IE N 81.87 4" PVC IE W 81.07 12" DI BTM 79.52 CB Type 1 w Solid Lid GE 84.97 IE W 82.47 12" DI IE S 83.62 6" PVC BTM 81.27 Conc. Curb & Gutter (typ / Fog Line / N COAsoholt tree+ c CO V A Yellow C/L Stripe \ W W W \ 3 Hour V Parking \ \ XING #1 g \ Fog Line \ IE 83.69 (6" SD) \ \ TP 83.0 (2" POLY) \ �'o� ° ° ° CorcreV,, ° a ° ° ° M4 1 � ° d Concrete ° a ° ° ° 7� a °n 'n a / a ° t 5'D ° ° ° 4 4 ° ° 4 4 / ° ° 4 ° ° / �ench 4 4 ° ° 4 ° 4 ° ° ° 4 I ° ° m ° Con6rete Walk 4 ° ° ° 4 4 P 3 ° ° ° ° ° 101-----� a-- --- ° 4 -a----a ----o°��- 4 d d -� -� / a° ° I° 4 ° ° "°° 0) rn 0 3 / N d / d / MAIN STREET XING #21 / <4�� Od IE 83.77 (6" SD) /� TP 83.5 (EX 6" WA) 1 CONTRACTOR TO POTHOLE TO CONFIRM ELEVATION OF EX WA PRIOR TO CONSTRUCTION T OF ANY PORTION OF THE WATER OR STORM SYSTEMS��>> \ 3 Hour STOP XING #19 Parking \ IE 83.77 (4" DIW) IE 78.42 (6" SD) ))_-E b XING #18 _ WW ooO 4° ° IE 83.77 (4" DIW) ° 1 ° TP 78.31 (4" SD) ° % °4 0 ° ° Concr4 e ° ° o0 ° o � ING #17 4 ° 4 / ° ° ° 4 °oo IE 84.33 (2" POLY) Car char jer JA v ° a rrigation Q46 43 ° 4 4 °oo ° TP 83.83(4'� DIW ° 4 ° ° 4 P1° ° o ° 4 4 ° ° A 4 / W I \ 1 \� a / S D - CIV I / 0) / I Asphalt --A-- Found \ Surface Mon I 0 \ W 1 • • � �j 111�'a�0\\\\:'�/i��D'=1 /` %� • I� III � ��" '" • • I • 1�\L %/I 1 I INN- / `9 o Lot 15 o / i Ln n /11) SW Bldg Corner 0.04'E&0.27'N \ N 89°58'5 SS FF 87AO XING #4 IE 83.83 (2" POLY) TP 83.10 (4" SD) XING #5 IE 83.57 (4" DIW) TP 83.06 (4" SD) XING #6 IE 83.93 (2" POLY) o) TP 83.27 (6" SD) LOI I l'� FF 8 XING #7 Building ##51E 83.77 (4" DIW) FF 86.82 (o," TP 83.23 (6" SD) FF 87.10 (Pet Store) 0.25' Overharlo N XING #8 O IE 83.54 (4" DIW) o TP 82.86 (6" SD) z XING #9 IE 83.93 (2" POLY) TP 83.08 (6" SD) I I 65 FF 87.10 XING #10 IE 83.77 (4" DIW) TP 83.07 (6" SD) XING #11 IE 83.93 (2" POLY) TP 83.08 (6" SD) XING #12 IE 83.77 (4" DIW) TP 83.07 (6" SD) I CB Tvoe 1 GE 92.04 IE W 90.29 8" DI IE E 90.24 8" DI BTM 89.59 CB Type 1 GE 92.31 IE W 90.46 8' BTM 90.11 W 4 W Asph St \V/ ° ° d d° 4 FF 87.25 XING #16 IE 84.10 (2 POLY) FF 92.0 d° 0 TP 80.25 (4" SD) CB Type l w ° a 4 _ Solid Lid d ° 3°° d °�` 0 XING #20 IE N 1.42 89. 7 8" DI 0� IE 84.03 (6" SD) IE E 89.17 12" DI ° d 0 ° IE S 89.17 8 11 CID ° -31 TP 80.29 (4 SD) IE W 89.22 8" DI 0 BTM 87.87 ° d 0 XING #h 5 I I 31 IE 84.05 (2" POLY) d n I � FF 87.25 L 0� TP 83.;6 (6" SD) 0� XING #13 I 4p a IE 83.87 (4" DIW) 1% 4' ° °°d ° I XING #22 1 0 TP 83.35 (6" SD) 1 I 0 IE 83.00 (6" SD) ° ar a 0�11 -1 TP 82.73 (6" SS) \ ° ° � 0 I 741 .1 I XING #14 I ° ° ° ar changer 4 � °d „ °d I - ° IE 83.02 6 SD °I I 0 ( ) 4 ) Lot' 1 FF 87. / L TP 82.73 (6" SS) 1 3 0� o I L 7 ° r 4�J.. 4 I 4 4 4 4° d d 1° ° I ° ° d ° ® 4 d 4 4 d ° ° 4 ° ° I 71 7--- ° ° e �� ° ° °° °11 ° °4` Q P° a4 ° j 41 4 1 Z ° d u a I ° LU ° ° pe ° 4 ° ° ° ° ° 4° ° a ° 4 d° ° °° 4 °1 1° ° 1 /\ 4 41, 10 d 4 e''�II 4 e 4- d° ° ° I ° I 4 ° d ° �° I ° 4 °4 _ 1 �a d° d ° d ° °Q I °a d ° ° ° ° ° ° d d d )�., ° 14 41 4 ° I ° d°I ° °® ° 4 �e - V/ °I d ° ° I Z ° LL° ° d°° ° a d a ° ° _ \� a 84 ° ° 4 ° d ° 4 e 4 d ° I % I°°° 4 ° ° ° ° \ I ° II U ° ° q T a41° 4 ° ° ° IE C­U-r_ UOa a d = � ° F �• CP °d °1 ° Li.. a rnrn 4 ° 4, 4 QI ° ° a e4 ° °° •. ° I ° 4 d d ° ° d / I• ,d n ° 31 4 P 9.98, \ '53" E 1\9.95' 1 ° 1 1 L � 4 1 ALLEY 1 Asphalt Alley vv Conc Gutter ° ° , ° °1 4 I __SS_ �---- - - -- _ ----- _ i El- 121.5 / S ° 3 L_VL I ' -1 ° I_ I - - - - 1 1 I --- H VL --- --- - - _ 0 8 I H VL /5/� 4' / 1--- --- - - I � Cana Gutter � 7D 6D 7D �� 4° -H L - Building Corner ° V-__ As alt Parkin 2.73' W& 1.67' S P� g Buil�ling \ \ 0 I rI-)I U� d 4 ° �SD_ CB Type 1 GE 92.71 IE SE 89.46 12" DI IE SW 89.41 12" DI BTM 89.01 CB Type 1 GE 92.07 IE NE 89.27 12" DI IE W 89.22 12" DI BTM 88.57 CB Type GE 93,01 IE E 91,46 6" DI IE E 91.31 8" DP IE W 91.31 8" CP BTM 90.96 S 48" S S M H Rim 93.26 _ IE W 85.76 8" D l�� IEE85.868"DI 10 0 5 10 20 Scale 1=10' LEGEND - - PROPERTY LINE --230- EX CONTOUR (INDEX) -231 EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE WALKWAY d ° CONCRETE PAVEMENT 00 PAVERS ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY SITE WALL VERTICAL CURB BIORETENTION AREA O AREA/YARD DRAIN TRENCH/CHANNEL DRAIN OO CATCH BASIN TYPE 1 OCATCH BASIN TYPE 2 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN 0 STORM DRAIN CLEANOUT 0 FOOTING DRAIN CLEANOUT 4 DOWNSPOUTS ELECTRICAL LINE TELEPHONE LINE c GAS LINE SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION D SSMH BOLLARD • FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION XING # SIZE OF UPPER PIPE IE OF UPPER PIPE SIZE OF LOWER PIPE TP OF LOWER PIPE CALCULATED SEPARATION (IN FEET)* 1 6" SD 83.69 2" POLY 83.00 0.69 2 6" SD 83.74 2" POLY 83.00 0.74 3 NOT USED _ NOT USED - 4 2" POLY 83.83 4" SD 83.10 0.73 5 4" DIW 83.57 4" SD 83.06 0.51 6 2" POLY 83.93 6" SD 83.27 0.66 7 4" DIW 83.77 6" SD 83.23 0.54 8 4" DIW 83.54 6" SD 82.86 0.68 9 2" POLY 83.93 6" SD 83.08 0.85 10 4" DIW 83.77 6" SID 83.07 0.70 11 2" POLY 83.93 6" SD 83.08 0.85 12 4" DIW 83.77 6" SD 83.07 0.70 13 4" DIW 83.87 6" SID 83.35 0.52 14 6" SD 83.02 6" SS 82.73 0.29 15 2" POLY 84.05 6" SD 83.46 0.59 16 2" POLY 84.10 6" SD 80.25 3.85 17 2" POLY 84.33 4" DIW 83.83 0.50 18 4" DIW 83.77 4" SID 78.31 5.46 19 4" DIW 83.77 6" SD 78.42 5.35 20 6" SD 84.03 4" SD 80.25 3.78 21 6" SD 83.77 6" WA 83.50 0.27 22 1 6" SD 83.00 6" SS 1 82.73 0.27 * ALL UTILITY CROSSINGS THAT ARE SEPARATED BY LESS THAN A FOOT (1') REQUIRE POLYETHLENE FOAM PLACED BETWEEN THE PIPES. DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 architect@icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons West Building 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job sire. The Architect will not be responsible for construction means, methods, techniques sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture 1932 First Ave ' Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 ngineering pllc www•Ipdengineering.c Permit Set Know what's below. ISSUED: Call before you dig. 2020.07.17 Dial 811 APPROVED FOR CONSTRUCTION CITY OF EDMONDS UTILITY CROSSINGS DATE: BY: CITY ENGINEERING DIVISI❑N C3,1 FINISHED GRAC`c COMPACTED •t umu3nr_u 3umr/-\uw4u mm6E COURSE COMPACT TO 95% MAX DENSITY FINISHED G SUBGRAI COM PAC' TO FIRM AND UNYIELDI CONDITIC `'"WCUT, TACK COAT D MATCH EX PHALT GRADE ISTING ASPHALT UNDISTURBED ✓EMENT SUB -BASE ST BE COMPACTED 95% MAX. DENSITY R ASTM D1557 HMA CLASS 1/2" ASPHALT CONCRETE 'EMENT CRUSHED SURFACING BASE COURSE t WSDOT SECTION 9-03.9(3), � PACT TO 95% MAX DENSITY IL GRAVEL BORROW PER WSDOT SECTION 9-03.14(1), COMPACT TO 95% MAX DENSITY OR EX SUBGRADE MOISTURE CONDITIONED COMPACTED TO 95% MAX DENSITY PER ASTM D1557 NOTES: NOTES: 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE CONSTRUCT 1) CONCRETE FINISH & JOINT LAYOUT PER LANDSCAPE. SECTION SHOWN. 2. SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 3. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. 2'-6" 61 ° 4 11 1• • .4II • 4" .. • :II HEIGHT ° ' •< itJ , d . d d , d , • • • d• • . d• // •° f d • d • d 10" MIN d •. d CONCRETE PRECAST EMBED WHEELSTOP 4 REBAR T YP ENDS) P OF SIDE (SECTION A) A \-3/4" HOLE A (TYP OF 2) 72" rnui� rnuvi 2 LAYERS 4" WHITE PAINT STRIPE /X<0_111 NTS NTS NTS NTS CONCRETE WALKWAY STD DUTY ASPHALT CONCRETE WHEEL STOP 3 ADA SYMBOL AND BLOCK OUT STRIPING 4 2' MIN SAWCUT 5-1/2" f SEE NOTE 10 R=1/2" I I -R=l" I HMA 4" OR MATCH EXISTING, WHICHEVER IS GREATER �1" BATTER R-1 " SEE NOTE 12 N 0.05 a 4"-5/8"J 18'" STANDARD 6"-5/8" MINUS CSTC SEE NOTE 11 MINUS CSTC 5TANDARD TYPE "A" CURB/GUTTER (NOT TO SCALE) NOTES: 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 12. ALL VERTICAL EDGES SHALL BE TACKED. REVISION DATE CONCRETE CURB JANUARY 2018 CITY OF EDMONDS AND GUTTER PUBLIC WORKS STANDARD DEPARTMENT DETAIL TR-520 APPROVED BY: R. ENGLISH NTS CONCRETE CURB AND GUTTER FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2" LINE. ALL EXPOSED VERTICAL EDGES SHALL PG 58H-22 BE TACKED NEATLY PER WSDOT STANDARD (SEE NOTES 4 & 5) SPECIFICATIONS 5-04.3(5)A APPROVED TACK OR APPROVED EQUAL AND SEALED PER 11 WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. EXISTING J HMA MATERIAL ��j�//a �/ a a a as //D/I CRUSHED SURFACE BASE IMPORT OR NATIVE MATERIAL COURSE PER WSDOT STD BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY SPEC 9-03.9(3) (SEE NOTE 2) (SEE NOTE 3) 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 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING CSBC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL. REVISION DATE CITY OF EDMONDS TYPICAL HMA AND FEBRUARY 2020 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 41 0 10' PLAN VIEW (NOT TO SCALE) girl i'NOW '�� 1�• t• �• �• �• a a a \-2" MIN 5/8" MINUS CSTC ^� ^� ON NATIVE BEARING SOIL SEE NOTE 9 NOTES: SECTION VIEW (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000. 3. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE }" RADIUS REVISION DATE CITY OF EDMONDS OCTOBER 2018 CONCRETE SIDEWALK PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs/ 1g9� APPROVED BY: R. ENGLISH TR-531 NOTES: 1. TREE GRATE SHALL BE URBAN ACCESSORIES MODEL KIVA 3'x3' OR EQUIVALENT. TREE GRATE FRAME SHALL BE URBAN ACCESSORIES MODEL TYPE "S" OR EQUIVALENT. 2. SLOTS IN GRATE SHALL BE NO GREATER THAN 1/2" IN ONE DIRECTION. 3. HOLES (SQUARE OR ROUND), SHALL BE NO GREATER THAN 1/2" IN DIAMETER. 4. WITH ELONGATED OPENINGS, LONG DIMENSIONS SHOULD BE PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. NTS CONCRETE SIDEWALK f3'-5/8" 0000 0000 000 o00 I I i7 i7 +1 +I �oD�O O�000 OooA000�0����� ADA STANDARD TREE GRATE (SEE NOTES 1-4) DECIDUOUS TREE PLANTING FINISH GRADE CONCRETE TREE GUARD (OPTIONAL) PAVEMENT 3" DEPTH PEA GRAVEL MIN 18" DEPTH x MIN 6" WIDE TO BOTTOM OF GRATE CONCRETE SUB -SLAB ROOT BARRIER BAND, OR 1 DEPTH FINISH GRADE UNIT PAVING APPROVED ROOT BARRIRI ER MATERIAL AT SIDE OF PLANT PIT. J e r w w Z o /rj�: z n a /\i\ \ \\ \ COMPACT SUBGRADE a LU TO 95% (TYP) FINAL GRADE BACKFILL , COMPACT SPECIFIED FREE VARIES 6" MIN DRAINING PLANTING SOIL PERFORATED PIPE IN PEA GRAVEL TRENCH, WRAP WITH FILTER FABRIC. CONNECT TO STORM SYSTEM. REVISION DATE CITY OF EDMONDS TREE GRATE JANUARY 2018 STANDARD T PUBLIC WORKS DEPARTMENT DETAIL Est 189C3 TR-551 APPROVED BY: R. ENGLISH ° RESERVED PARKING STATam PEW RE01IMM VAN ACE ° RESERVED PARKING STATE OBABL®MlXW POWFMOUFM ° J EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND SHALL BE CENTERED ON AND JUST BEYOND THE FRONT EDGE OF THE PARKING STALL. SIGNS MAY ALSO BE HUNG ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE. SIGN MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE PARKING SPACE FINISHED GRADE. AT THE DISCRETION OF THE OWNER, AN ADDITIONAL SIGN MAY ALSO BE POSTED, IN A CONSPICUOUS SPACE, AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED DISABLED PARKING SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT _______ OR ________ OR BY TELEPHONING _______. NTS ADA STALL PARKING SIGN #3'S AT 12" O.C. EACH WAY 0 CRUSHED ROCK BASE COMPACT TO 95% MAX DENSITY SCARIFY AND RECOMPACT TOP 6" OF EXISTING SOIL TO 95% MAX DENSITY (SOILS ENGINEER TO APPROVE EX SUB -GRADE PRIOR TO PLACEMENT OF CONCRETE WORK) NOTE: 1. MINIMUM CONCRETE 3000 PSI (5 1/2 SACK) 2. PROVIDE CONSTRUCTION OR CONTRACTION JOINTS TO BREAK INTO AREAS OF 144 SF OR LESS. NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. 3. PROOF ROLL EXISTING SUBGRADE AND REMOVE ANY SOFT SPOTS TRANSITION DRIVEWAY WIDTH OS STANDARD 1/2" PANEL FULL C 11 EXPANSIONHJOINT S DEWA KE Q (TYP) O SEE COE STD DTL TR-531 = w O CI O Cr _W �w ZN / w O \ PLANTER o PLANTER / \ L 1 Q CONCRETE CURB DRIVEWAY APPROACH 3 SIDE SLOPE (TYP) AND GUTTER, SEE FLOWLINE 8 O COE STD DTL SLOPE AS NEEDED TR-520 TO MATCH PLANTER DRIVEWAY APPROACH GRADES DRIVEWAY APPROACH WIDTH VARIES © 5' MIN 8'-12' 2' MIN SAWCUT 7 9 0 8 MAX 2% % V� � SLOPE r, ROUNDING a � -1!i,:i, 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. 8 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. ODRIVEWAY 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 STANDARD PUBLIC WORKS DEPARTMENT DETAIL st. 189� TR-543 APPROVED BY: R. ENGLISH NTS DRIVEWAY APPROACH TYPE III METAL POST NOTES: 1. METAL POSTS SHALL BE TELESPAR QUICK PUNCH POST. 2. METAL STOP AND YIELD SIGN POSTS SHALL HAVE ALTERNATING 1' BANDS OF RED AND WHITE 3M DIAMOND GRADE SHEETING. ALL OTHER POSTS SHALL BE UNSHEETED. 3. FOR IN -SIDEWALK INSTALLATIONS, CORE 4" DIAM. HOLE. ANCHOR LENGTH MAY BE DECREASED TO 12". 4. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A570 GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 YIELD STRENGTH 60,000 PSI MIN. POST SHALL HAVE 7/16" DIE -PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH, FOUR SIDES. 5. ANCHOR SHALL HAVE 4 7/16 HOLES ONE EACH SIDE 2" FROM TOP END. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B. 6. DRIVE RIVETS TO BE TL3806 3/8" DIA. 7. CORNER BOLTS TO BE TLCB516M. SITE SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC ATTACH SIGN WITH CONTROL DEVICES I' 2 DRIVE RIVETS STOP SIGN R1-1 (30") SEE NOTE 6 LEFT TURN MUST YIELD R10-1201 DO NOT ENTER R5-1 (30") CORNER BOLT c SIGN POST SQUARE 2" X 2", 14 GAUGE NO RIGHT TURN R3-1 30" ( ) SEE NOTE 7 o QUICK PUNCH NO LEFT TURN R3-2 (30") ° RIGHT TURN ONLY R3-5R 2' o GROUND SURFACE LEFT TURN ONLY R3-5L 0 NO PARKING FIRE LANE* 7-107 "NO 8" ° o ° TO READ: PARKING FIRE LANE" 0 LOWER SIGN POST SUPPORT ACCESSIBLE LOADING* R7-801A (18"X9"): MODIFIED TO 22" 2.5" X 2.5 O.D. READ ACCESSIBLE LOADING" 7 GAUGE, 24" LENGTH ° SEE NOTE 5 AUTHORIZED VEHICLES ONLY* R4-3 (30"X36"): MODIFIED TO ° READ "AUTHORIZED VEHICLES ONLY" 2' DURING SCHOOL HOURS* R4-3 (30"X36"): MODIFIED TO 2 CUBIC FT. CONCRETE READ "DURING SCHOOL HOURS" NTS AND VISITOLOADINGR R4-3 (30X36"): MODIFIED SITE SIGNAGE 12 TO READ VISITOR PARKING AND LOADING" VISITOR PARKING* R4-3 (30"X36"): MODIFIED TO READ "VISITOR PARKING" APPROVED FOR CONSTRUCTION OMS STAFF PARKING* R4-3 (30"X36"): CITY OF EDMONDS CURB LANE LOADING ONLY* R4-3 (30"X36"): MODIFIED TO READ "CURB LANE LOADING ONLY" DATE: * CONTRACTOR SHALL SUBMIT A MOCK UP OF ALL MODIFIED SIGNS TO ENGINEER FOR APPROVAL PRIOR TO ORDER OR PURCHASE OF SIGNS BY: DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 architect@icioud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons West Building 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job sire. The Architect will not be responsible for construction means, methods, techniques sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture 1932 First Ave Suite 201 Seattle, WA 98101 p, 206.725.1211 f. 206.973.5344 n g i n ee ri n g p l l c www.lpdengineering.com Permit Set ISSUED: 2020.07.17 UTILITIES AND PAVING DETAILS C3,2 NTS TYPICAL HMA AND UTILITY PATCH � NTS TREE GRATE 1 O CONCRETE PAVEMENTNTS CITY ENGINEERING DIVISI❑N w z J z RESIDENCE UJ w w CLEANOUT w U) WITH 45' BEND AND F'2CAP CLEANOUT ( (TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 12"t r FINISHED GRADE WATER TIGHT CAP�� RISER LEVELING COLLAR 45' SEE NOTE 4 45' y 12" PVC SLEEVE 3' 6" RISER 4" OR 6" SID€ SEWER 6" WYE AND GENERAL CLEANOUT DETAIL 45' BEND w z o w J > w 5�_Of 12" LOCKING COVER - 01 w Q w SEE NOTE 3 o < END OF PIPER GRIPPER PLUG a a (CHERNE 27061 OR APPROVED a 0 m EQUAL) �. 6" CITY STUB 4" OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT o w w LEVELING COLLAR NOTES: a � , >o �N SEE NOTE 4 0-0- o w ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 12"t 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED EQUAL. 1 FOOT LONG 12" PVC SLEEVE 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: 6" RISER END OF PIPE GRIPPER PLUG • IN ROADWAYS PER COE STD DWG GU-424 (CHERNE 270261 OR APPROVED EQUAL) • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24%6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE TYPICAL CLEANOUT COLLAR UNDER ASPHALT OR CONCRETE BLINf '' CAPPED CROSS L TEE L BLIND FLANGE NTS COE DETAIL S5200 - SEWER CLEANOUT DETAIL CROSS CAP a 22-1/2° BEND THRUST BLOCK TABLE MIN BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET MIN DIST (IN FEET) PIPE SIZE A B C D E b d 4" 3 1 1 1 1 1 0.5 6" 4 4 2 1 1 1 0.5 8" 7 6 4 2 1 1.3 0.7 loll 11 10 6 3 1 2 1 1.6 0.9 12" 16 14 9 5 3 1.9 1.1 16" 29 25 16 8 1 4 1 2.6 1.4 FLANGE OR :R SIZE PIPE .� a 161 TEE W/ PLUG C 90° BEND 11-1/4" BEND PLUG 1. BEARING AREA OF CONCRETE THRUST BASED ON 200 PSI PRESSURE AND SAFE SOIL. BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1 /4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. THRUST BLOCK SHALL BEAR AGAINST FITTINGS AND UNDISTURBED SOIL. FITTING SHALL BE WRAPPED IN POLYETHYLENE FILM BEFORE PLACING CONCRETE. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATIONAL PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. BLOCKING MAY BE REDUCED WITH USE OF RESTRAINED JOINTS ADJACENT TO FITTINGS. 7. CONCRETE SHALL NOT COVER FITTING BOLT AND NUTS. �10 NOTES: (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 oLOCKING CLEANOUT COVER PER COE STD DTL SS-200 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 f►x�Yili�7i 3�►11 6" TEST TEE 6" TEE POSSIBLE SEWER MAIN LOCATION 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 3. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGBACK FERNCO RC SERIES OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. NTS 1 COE DETAIL S5202 NEW LATERAL SEWER DETAIL L R.O.W. FINISHED GRADE PROPERTY LINE O BY CITY SUPPLIED I I II ----=I L II I r BALL VALV---_ I I E — II II Li C G Li K DIRECTION A OF FLOW — MATERIAL LIST: 0 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) OC DUAL PURPOSE UNION OD MIPT X CTS COMPRESSION FITTING BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1" OWHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL 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 O 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S OG IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID OH FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT OI 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE JO SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING OK WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) O 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 O 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 3 CITY OF EDMONDS 3/4"-1 " AUGUST 2019 WATER SERVICE PUBLIC WORKS INSTALLATION STANDARD DEPARTMENT DETAIL Fst g9� APPROVED BY: R. ENGLISH WA-1 30 PROPERTY GROUND/ROADWAY/FINISH GRADE LINE O �' GROUND/ROADWAY �_ DRILL HOLE FOR LOCATOR WIRE. PROVIDE 12" MIN OF WIRE IN VALVE BOX II II 011 0 II o P II II PO II II N 22' MAX* * SERVICE TAP TO MAIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES MATERIAL LIST: O 2" (IP TAP) DOUBLE STRAP SADDLE EQUAL TO O WHEN REPLACING EXISTING SERVICES: ROMAC STYLE 202'S EQUAL TO FORD VBB87-12HB-1177 O 2" BRASS IP BALL CORP WHEN PLACING NEW SERVICES (HIGH BYPASS): EQUAL TO FORD VBH87-12HB-1177 O 2 — 2" BRASS STREET ELLS FOR SWING JOINT O METER BOX ARMORCAST A6001640PCX18, WITH ARMORCAST LID A6001947TRC1—H7 OR APPROVED OD REHAU MUNICIPEX PIPE (2") WITH STAINLESS STEEL INSERT EQUAL STRAIGHT WALL POLYMER BOX (NO MOUSEHOLES) WITH 20K COVER WITH HINGED Cl O 2" MIPT X CTS GRIP FITTING READER O TRACER WIRE: #12 AWG, SOLID COPPER CLAD STEEL, HDPE 0 2" BRASS PIPE (L.T.F) COATED. CONNECTION AT THE METER SETTER SHALL BE MADE WITH AN ALL STAINLESS STEEL HOSE CLAMP. O SCHEDULE 40 2" PVC CAP OR PLUG REMOVED CONNECTION AT MAIN LINE WIRE SHALL BE MADE WITH A WHEN CONNECTION MADE TO CUSTOMER SPLIT —BOLT CONNECTOR. STRIP COATING PRIOR TO CONNECTION. WRAP WIRE AROUND PIPE. O 4%4%8" CONCRETE BLOCK SUPPORTS OG BACK SIDE OF METER BOX SHALL BE SET AT THE 0 2" RESILIENT WEDGE GATE VALVE (FIP x FIP) WITH PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. 2" AWWA OPERATING NUT METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS LOCATION AND TRAFFIC RATED BOX IS APPROVED p0 2 PIECE VALVE BOX — TOP SECTION TO BE RICH BY CITY ENGINEER. 940 STYLE 18" WITH REGULAR BASE SECTION LENGTH TO FIT A 2" BRASS ELL 0METER SPACER TO BE SUPPLIED AND INSTALLED BY O WATER SERVICE TO BUILDING INSTALLED AND CONNECTED AT METER SETTER BY THE CONTRACTOR. SPACER MUST HAVE A MINIMUM OF OWNER/CONTRACTOR VIA COMPRESSION FITTING 8 — 1/4" HOLES DRILLED IN SPACER BODY. NOTE: PROPERTY OWNER RESPONSIBLE FOR PURCHASING O 2°° MIPT X I.P. COMPRESSION FITTING 1-1/2" OR 2" METER THROUGH THE CITY DEVELOPMENT SERVICES DEPARTMENT. THE CITY WILL SUPPLY METER AFTER PURCHASE FOR CONTRACTOR INSTALL. IF 1-1/2" METER IS USED CONTRACTOR WILL SUPPLY REDUCERS TO CONNECT METER. `st. 18y REVISION DATE CITY OF EDMONDS 1-1/2" & 2" NOVEMBER2018 WATER SERVICE PUBLIC WORKS INSTALLATION STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA-1 31 NTS NTS COE DETAIL WA-130 - 3/4" & 1" WATER SERVICE INSTALLATION DETAIL 3 COE DETAIL WA-131 -1-1/2" & 2" WATER SERVICE INSTALLATION DETAIL NTS NOT USED 8 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DIMARCO ARCHITECTURE David DiMarco 1319 E Howell Street Seattle WA 98122 architect@icloud.com 206.355.6795 www.dimarcoarchitecture.com Main Street Commons West Building 550 Main Street Edmonds, Washington 98020 Drawings and Specifications as instruments of service are and shall remain the property of the Architect. They are not to be used on extensions of the project, or other projects except by agreement in writing and appropriate compensation to the Architect. The General Contractor is responsible for confirming and correlating dimensions at the job site. The Architect will not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the project. © DiMarco Architecture 1932 First Ave ' Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 n g i n ee ri n g p l l c www.lpdengineering.com • GISTBR�� �4 SIGNAL ' �66 „2� ap rl rl Permit Set ISSUED: 2020.07.17 UTILITIES AND PAVING DETAILS DATE: BY: NTS NTS NTS CITY ENGINEERING DIVISI❑N C3,3 COE DETAIL WA-150 - CONCRETE THRUST BLOCKING DETAIL 5 NOT USED 6 NOT USED 7