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APPROVED PLN ENG STM RESUB4 BLD2022-0381+Civil_Plan+6.9.2023_2.07.36_PM+3600518NW 11A nF THE NF 11A rUC'TION 2S TOIA/NrHIP 27N RANGE IF VA/ M u I I DEMO EX CONCRETE SIDEWALK FILTER FENCE OR OTHER MEASURES ON UPHILL AND DOWNHILL SIDES AS REQUIRED TO REDIRECT OFFSITE RUNOFF AROUND DISTURBED AREAS (TYP) PER COE STD DET ER-900 PROTECT EX 5' I WOOD FENCE INSTALL CB u PROTECTION PER 1 COE STD ER-902 & 3/C-101 (TYP) D b � PROPOSED STORM PIPING, SEE SHEET GAT C-200 (TYP) PROTECT EX HOUSE TO REMAIN EX. BUILDING REMOVE EXISTING / ABANDONED POWER POLE. CONTRACTOR TO UTILIZE 9TH AVE N TO EDMONDS WAY TO HIGHWAY 99 FOR THE 915 CEDAR STREET CONSTRUCTION MATERIALS HAUL ROUTE PARCEL 00371900100500 AND ACCESS THE SITE FROM CEDAR STREET DURING CONSTRUCTION. PROPERTY LINE (TYP) PROPOSED LOCATION FOR VEHICLE STORAGE FOUND 1/2" REBARANC AND MAINTENANCE LS# 400 i i IPROTECT EX SIDEWALK AND -- -- -------- CURB AND / -- GUTTED --co — o CB RIM :299.98 IE 12" CPP W (OUT) :295.48 IE 6" PVC N (IN) :295.58 LL CB iCtION PER FD ER-902 & 1 (TYP) .. _JCKS TO ANY CATCH BASINS DOWNSTREAM FROM THE CONSTRUCTION SITE (NOW SHOWN ON PLAN) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 07/05/2023 BY: CITY ENGINEERING DIVISION - / 1 SIDEWAL. CURB AND GUTTER] STABILIZED - CONSTRUCTION ACCESS PER c0E�r ER-901 ss— ss-- y co co G G ABANq POWE/R PROTECT EX CYCLONE FENCE AND CURB 4'CYCLONEFENCE C CURB MAG =EXCAVATION WEST c) PROPOSED' BUILDING LOCATION -SE;- 1 6'�D6GW //// I REMOVE I EXISTING TREE 919C�RSTRE T/ PARQE,L 90,37/19/Wl 70Q 0// E DEMO EX / DRIVEWAy c� 4 7.2' *,4 % e` INSTALL HIGH VISIBILITY FENCING OR FLAGGING AROUND PROPOSED INFILTRATION TRENCH THROUGHOUT CONSTRUCTION. SHALL BE ORANGE PROTECTIVE BARRIER FENCING OR APPROVED EQUAL. DO NOT COMPACT PROPOSED LOCATION FOR STOCKPILING AND WASTE STORAGE. STOCKPILE TO BE D ASHER COVERED WITHIN 24 HOURS _AD E LS 15025 WITH SHINER LS# 7892 CO ER 4.7' EAST OF CALC CORNER o AREAS OF SOIL DISTURBANCE / ARE TO BE AMENDED TO POST CONSTRUCTION SOIL QUALITY AND DEPTH PER COE STD DET SD-642 INSTALL CONSTRUCTION I FENCING AROUND SITE PERIMETER / SEWER CLEAN OUT / CONC STAIRS REMOVE EXISTING ROCKS AND PLANTING WITHIN PROJECT LIMITS (TYP) )AR STREET PARCEL 00371900100901 DEMO EXISTING SIDE SEWER AS SHOWN PHASE 1 AND PHASE 2 TREE PROTECTION FENCING AROUND DRIPLINES OF TREES TO BE PROTECTED. REFER TO PROJECT ARBORIST REPORT FOR DETAILED INFORMATION IN THIS AREA r TREE PROTECTIVE FENCING o1� SHOWN SHALL BE ORANGE APPROVED BY PLANNING J �G \PROTECTIVE BARRIER FENCING CIO OR APPROVED EQUAL Mar 28 2024 DEMO EX i BRICK o°cEDF - PROTECT EX TREES PER COE STDS. � PILLARS / / GRAV' REFER TO PAGE 5 AND 6 OF PROJECT (TYP) DEMO EX /' PROTECT EX CEDAR ARBORIST REPORT FOR SPECIFIC I GRAVEL TREES. INSTALL TREE REQUIREMENTS AND ASSOCIATED URF ING PROTECTION FENCING TREE MITIGATION MEASURES. SEE SS- AROUND/DRIPLINES SHEET C-101 FOR ADDITIONAL TREE w w - PROTECTION NOTES PROTECT EX --SS_SS SS SAWCUT -------- —ss ss- / WATERAND CEDAR STREET AND REMOVE SEWER MA �� EX ASPHALT I cv)o 00 a �i o M 1 1 1 w w / 1 I _ G � G- -OP ------- OP OP / OP OP O �OP OP UNDERGROUND UTILITY NOTE: UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY SERVICES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPES WHERE CROSSING INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE -CALL AT 8-1-1 (WASH INGTON811.COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION. �G / / OP / —OP - BASIS OF BEARING: WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD83-11. HELD FOUND TWO FRONT CORNERS ALONG THE NORTH RIGHT OF WAY MARGIN OF CEDAR STREET AS BEING SOUTH 87°49'08" EAST. VERTICAL DATUM: NAVD88 US SURVEY FEET AS DETERMINED BY THE WASHINGTON STATE REFERENCE NETWORK (WSRN) GPS OBSERVATIONS. CONTOUR INTERVAL ONE FOOT. PROPERTY LINES: SHOWN HEREON ARE BASED ON CLIENT PROVIDED SURVEY FROM TRI- COUNTY LAND SURVEYING COMPANY DATED OCTOBER 2009 AND SIGNED ON JANUARY 15, 2010. HELD TRI-COUNTY SURVEY AND ROTATED THEIR SURVEY USING THE FRONT TWO CORNERS OF THE PROPERTY AS FOUND. w OP / OPOP— ESTIMATED EARTHWORK QUANTITIES: CUT: 117 CY* FILL: 140 CY* ALL CUT MATERIAL THAT CANNOT BE REUSED ONSITE MUST BE HAULED OFF AND DISPOSED AT THE APPROPRIATE LOCATION. *CONTRACTOR TO PREPARE THEIR OWN EARTHWORK QUANTITIES AND NOT RELY ON THE QUANTITIES SHOWN ABOVE \! 0 20 40Al I ILATITUDE48 SCALE 1"=10' Feet LEGEND PROPERTY LINE — — — — EXISTING CONTOUR 268 — — LIMITS OF CONSTRUCTION _ TREE PROTECTION SAWCUT LINE --------------- TEMP CUT SLOPE (1H: 1V MAX SLOPE) T T T SILT FENCING CONSTRUCTION FENCING EXCAVATION EXISTING REMOVE CONCRETE PAVEMENT ASPHALT PAVEMENT FENCE OVERHEAD SERVICE T--� POWER SERVICE P COMM SERVICE T STORM sD - SEWER ss WATER w GAS G PARCEL NO.0031900100700 SOIL AMENDMENT NOTES PARCEL AREA: 0.14 ACRES (6,139 SF) COMPOST AMENDED SOIL REQUIRED ON ALL LANDSCAPED AREAS AFTER CONSTRUCTION. SHEET INDEX: C-100 TESC PLAN C-101 TESC DETAILS & NOTES C-200 CIVIL SITE PLAN C-210 CIVIL NOTES C-220 CIVIL SITE DETAILS C-221 CIVIL SITE DETAILS C-300 CIVIL GRADING PLAN ESC GENERAL NOTE THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. ANY SUCH FACILITIES INSTALLED MUST BE MAINTAINED IN PROPER OPERATING CONDITION UNTIL ALL DISTURBED AREAS HAVE BEEN REVEGETATED OR OTHERWISE DEVELOPED AND THE POTENTIAL FOR EROSION ELIMINATED. UTILITY PROVIDERS POWER SNOHOMISH COUNTY PUBLIC UTILITY DISTRICT 807 RAINIER ST SNOHOMISH, WA 98290 MARY MCALLISTER - 425.670.3216 MMMCALLISTER@SNOPUD.COM SANITARY SEWER, WATER, STORM SEWER CITY OF EDMONDS 121 5TH AVE N EDMONDS, WA 98020 425.771.0241 NATURAL GAS PUGET SOUND ENERGY 10885 NE 4TH STREET, SUITE 1200 PO BOX 97034 BELLEVUE, WA 98009-9734 NEW CUSTOMER CONSTRUCTION DEPARTMENT- 1.888.321.7779 ZIPLY FIBER PO BOX 1127 EVERETT, WA 98206 MIKE HAKAHAN - 425.949.0230 M I KE.HAKAHAN @ZI PLY.COM COMCAST 23632 HWY 99 SUITE A EDMONDS, WA 98026 CHAD SIMPSON - 425.319.4937 C HAD_SI M PSON @COMCAST.COM SEE DETAIL ON SHEET C-101 - TESC DETAILS & NOTES TREE REMOVAL NOTES FOR ALL TREE REMOVAL, COORDINATE WITH PROPERTY OWNER. ALL TREE REMOVALS SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY. TREE DRIPLINE NOTE WORK WITHIN THE DRIPLINE OF TREES TO BE SAVED MUST BE UNDER THE DIRECTION OF A CERTIFIED ARBORIST (TYP.) SEE ALSO CLEARING LIMIT NOTE, THIS SHEET. CLEARING LIMIT NOTE ALL SELECTIVE CLEARING, TRENCHING AND OTHER WORK WITHIN THE DRIPLINES OF SIGNIFICANT TREES SHALL BE BY LOW IMPACT/HAND METHODS ONLY AND WORK SHALL BE ADJUSTED AS POSSIBLE TO MINIMIZE ANY DISTURBANCE TO THE SIGNIFICANT AND RETAINED TREES AND PROTECTED UNDERSTORY. CONSTRUCTION MATERIALS AND VEHICLES SHALL NOT BE STORED OUTSIDE THE CLEARING LIMITS. REFER TO SITE GEOTECHNICAL REPORT FOR GENERAL CLEARING REQUIREMENTS FOR THIS SITE EROSION CONTROL DETAILS SEE SHEET C-101 - TESC DETAILS & NOTES TREE PROTECTION NOTES SEE SHEET C-101 - TESC DETAILS & NOTES COMPLIES WITH APPLICABLE CITY STORMWATER CODE 06/16/2023 LATITUDE 48, P.S. CONTACT: BRADY BERRIMAN PHONE NUMBER: 206.556.1615 W V z W o Q~ p W W 00 (� ON W of 0 0 W Z � O W T ON LU N0. REVISION /ISSUE DATE OWNER: NATHAN RIMMER 919 CEDAR STREET EDMONDS, WA 98020 :3A�y�lY��lI1�:�l1 ARCHITECT: SHAPIRO ARCHITECTS RESUB 18105 SUNSET WAY .tun 09 2023 ONDS EDMONDS, WA 98026 CILOPMTY OF ET ERVI DEVELOPMENT SERVICES DEPARTMENT CONTACT: TONY SHAPIRO PHONE NUMBER: 425.778.5400 PROJECT: 2021-33 SHEET: C'100 DATE: 2023.05.31 SCALE: PER PLAN TESC PLAN NW 1/4 OF THE NE 1/4, SECTION 25, TOWNSHIP 27N, RANGE 3E, W.M. 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 0 NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS --\ oTO SUPPORT FILTERFAABR C N BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE CITY OF EDMONDS FILTRATION SYSTEMS PUBLIC WORKS 46 1 DEPARTMENT APPROVED DY: R. ENGLISH REV SIGN DATE JANUARY 2018 STANDARD DETAIL ER-900 FILTER FABRIC FENCE FILTRATION SYSTEMS NTS UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 2" ORGANIC MULCH 3" OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) 2" ORGANIC MULCH 6" IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6" BELOW IMPORTED TOPSOIL MIX UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) PLANTING BEDS TURF (LAWN) AREAS 0" UNDISTURBED TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL STEEP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES EXCEEDING 33%. AREAS EXCEEDING 33% SHALL BE STABILIZED PER THE ENGINEER/GEOTECH OF RECORD ;RASS: SEED OR SOD 1.75" OF COMPOST INCORPORATED NTO 6.25" OF SITE SOIL (TOTAL 4MENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW -OMPOST AMENDED LAYER ;12" BELOW SOIL SURFACE) �I 112"1__' OPTION 2 - AMEND IN PLACE OR _ STOCKPILE I� AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE /� „ �11 SHALL BE FENCED AND EXISTING ��x��' GRASS: SEED VEGETATION AND SOIL SHALL BE 0" ,R n SOD PROTECTED FROM CONSTRUCTION IIIIIEEI11 II LIIJ IJ I( _ _ i IEII - IE-1III III IIII III III III IMPACTS. I rl 1 1-I I IEIlr-_1IIaIE JII w1=_9 11=I [=- p I a U 11=1 I I=I I I=1 I II-1IF If-L-1�-JII-II 6" IMPORTED 2. TO MEASURE SETTLED DEPTH, II -III -III i--1I-II �=III- �H1II- I I -III -III I-IIi-III-III I 11=11L=1I-III-III-III - - I TOPSOIL MIX WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT IIIICII_ II-IZ-IlI I_I HT - - LTIII_II ( COMPACTED EROSION. CAUSING E S I- I I-[I}-1 HTI-fQ-I I ii1-II-III T�Tf=III- I HTH� 6" DEPTH) 111 ilk Ljj I- All. F -1' - 3. COMPOST SHALL MEET SPEC. I- REQUIREMENTS IN THE 2017 EDMONDS STORMWATER L SUBSOIL IS ADDENDUM (CHECKLIST 7). 1 SCARIFIED 6" BELOW 4. COMPACTION OF TOPSOIL (WHERE IMPORTED REQUIRED) TO BE TO 85% (MAX) 12" : TOPSOIL MIX OF THE MAXIMUM DRY DENSITY OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). --ftsr- REVISION DATE CITY OF EDMONDS POST CONSTRUCTION SOIL APRIL 2021 QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL Est 1g9� AFFRC'VED BY: R. ENGLISH SD-642 POST CONSTRUCTION SOIL QUALITY AND DEPTH NTS _LS 4 TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O2 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 REV:SION SATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL 1Sn APPROVED BY: R. ENGLISH E R- 9 0 1 STABILIZED CONSTRUCTION ENTRANCE NTS TREE PROTECTION MEASURES (PER ECDC 23.10.070) 23.10.070 TREE PROTECTION MEASURES DURING DEVELOPMENT. PRIOR TO DEVELOPMENT ACTIVITY OR INITIATING TREE REMOVAL ON THE SITE, VEGETATED AREAS, INDIVIDUAL TREES AND SOIL TO BE PRESERVED IN ACCORDANCE WITH ECDC 23.10.060(B) SHALL BE PROTECTED FROM POTENTIALLY DAMAGING ACTIVITIES PURSUANT TO THE FOLLOWING STANDARDS: A. PRECONSTRUCTION MEETING REQUIRED. PRIOR TO THE COMMENCEMENT OF ANY PERMITTED CLEARING AND GRADING ACTIVITY, A PRECONSTRUCTION MEETING SHALL BE HELD ON SITE WITH THE PERMITTEE AND APPROPRIATE CITY STAFF. THE PROJECT SITE SHALL BE MARKED IN THE FIELD AS FOLLOWS: 1. THE EXTENT OF CLEARING AND GRADING TO OCCUR; 2. DELINEATION AND PROTECTION OF ANY CRITICAL AREAS AND CRITICAL AREA BUFFERS WITH CLEARING LIMIT FENCING; 3. FLAGGING OF TREES TO BE REMOVED AND TAGS ON TREES TO BE RETAINED; AND 4. PROPERTY LINES. B. PLACING MATERIALS NEAR TREES. NO PERSON MAY CONDUCT ANY ACTIVITY WITHIN THE PROTECTED AREA OF ANY TREE DESIGNATED TO REMAIN, INCLUDING, BUT NOT LIMITED TO, OPERATING OR PARKING EQUIPMENT, PLACING SOLVENTS, STORING BUILDING MATERIAL OR STOCKPILING ANY MATERIALS, OR DUMPING CONCRETE WASHOUT OR OTHER CHEMICALS. DURING CONSTRUCTION, NO PERSON SHALL ATTACH ANY OBJECT TO ANY TREE DESIGNATED FOR PROTECTION. C. PROTECTIVE BARRIER. BEFORE DEVELOPMENT, LAND CLEARING, GRADING, FILLING OR ANY LAND ALTERATION, THE APPLICANT SHALL: 1. ERECT AND MAINTAIN READILY VISIBLE TEMPORARY PROTECTIVE TREE FENCING ALONG THE LIMITS OF DISTURBANCE WHICH COMPLETELY SURROUNDS THE PROTECTED AREA OF ALL RETAINED TREES, GROUPS OF TREES, VEGETATION AND NATIVE SOIL. TREE PROTECTIVE FENCING SHALL BE A MINIMUM HEIGHT OF THREE FEET, VISIBLE AND OF DURABLE CONSTRUCTION; ORANGE POLYETHYLENE LAMINAR FENCING IS ACCEPTABLE. 2. INSTALL HIGHLY VISIBLE SIGNS SPACED NO FURTHER THAN 15 FEET APART ALONG THE ENTIRETY OF THE PROTECTIVE TREE FENCING. SAID SIGN MUST BE APPROVED BY THE DIRECTOR AND SHALL STATE, AT A MINIMUM, "TREE AND SOIL PROTECTION AREA, ENTRANCE PROHIBITED," AND PROVIDE THE CITY PHONE NUMBER FOR CODE ENFORCEMENT TO REPORT VIOLATIONS. 3. PROHIBIT EXCAVATION OR COMPACTION OF SOIL OR OTHER POTENTIALLY DAMAGING ACTIVITIES WITHIN THE BARRIERS; PROVIDED, THAT THE DIRECTOR MAY ALLOW SUCH ACTIVITIES APPROVED BY A QUALIFIED PROFESSIONAL AND UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL RETAINED AND PAID FOR BY THE APPLICANT. 4. MAINTAIN THE PROTECTIVE BARRIERS IN PLACE FOR THE DURATION OF THE PROJECT UNTIL THE DIRECTOR AUTHORIZES THEIR REMOVAL. 5. ENSURE THAT ANY APPROVED LANDSCAPING DONE IN THE PROTECTED ZONE SUBSEQUENT TO THE REMOVAL OF THE BARRIERS SHALL BE ACCOMPLISHED WITH MACHINERY FROM OUTSIDE THE PROTECTED ZONE OR BY HAND. 6. LIMIT THE TIME PERIOD THAT THE CRITICAL ROOT ZONE IS COVERED BY MULCH, PLYWOOD, STEEL PLATES OR SIMILAR MATERIALS, OR BY LIGHT SOILS, TO PROTECT THE TREE'S CRITICAL ROOT ZONE. 7. IN ADDITION TO THE ABOVE, THE DIRECTOR MAY REQUIRE THE FOLLOWING: a. IF EQUIPMENT IS AUTHORIZED TO OPERATE WITHIN THE PROTECTED ZONE, THE SOIL AND CRITICAL ROOT ZONE OF A TREE MUST BE COVERED WITH MULCH TO A DEPTH OF AT LEAST SIX INCHES OR WITH PLYWOOD, STEEL PLATES OR SIMILAR MATERIAL IN ORDER TO PROTECT ROOTS AND SOIL FROM DAMAGE CAUSED BY HEAVY EQUIPMENT. b. MINIMIZE ROOT DAMAGE BY HAND -EXCAVATING A TWO -FOOT -DEEP TRENCH, AT EDGE OF CRITICAL ROOT ZONE, TO CLEANLY SEVER THE ROOTS OF TREES TO BE RETAINED. NEVER RIP OR SHRED ROOTS WITH HEAVY EQUIPMENT. c. CORRECTIVE PRUNING PERFORMED ON PROTECTED TREES IN ORDER TO AVOID DAMAGE FROM MACHINERY OR BUILDING ACTIVITY. d. MAINTENANCE OF TREES THROUGHOUT CONSTRUCTION PERIOD BY WATERING AND FERTILIZING. D. GRADE. 1. THE GRADE SHALL NOT BE ELEVATED OR REDUCED WITHIN THE CRITICAL ROOT ZONE OF TREES TO BE PRESERVED WITHOUT THE DIRECTOR'S AUTHORIZATION BASED ON RECOMMENDATIONS FROM A QUALIFIED PROFESSIONAL. CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYR) L 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 CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL APPROV=D EY: R. ENGLISH E R - 9 02 TEMPORARY SEDIMENT TRAP FOR CATCH BASINS NTS THE DIRECTOR MAY ALLOW COVERAGE OF UP TO ONE-HALF OF THE AREA OF THE TREE'S CRITICAL ROOT ZONE WITH LIGHT SOILS (NO CLAY) TO THE MINIMUM DEPTH NECESSARY TO CARRY OUT GRADING OR LANDSCAPING PLANS, IF IT WILL NOT IMPERIL THE SURVIVAL OF THE TREE. AERATION DEVICES MAY BE REQUIRED TO ENSURE THE TREE'S SURVIVAL. 2. IF THE GRADE ADJACENT TO A PRESERVED TREE IS RAISED SUCH THAT IT COULD SLOUGH OR ERODE INTO THE TREE'S CRITICAL ROOT ZONE, IT SHALL BE PERMANENTLY STABILIZED TO PREVENT SOIL EROSION AND SUFFOCATION OF THE ROOTS. 3. THE APPLICANT SHALL NOT INSTALL AN IMPERVIOUS SURFACE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE TO BE RETAINED WITHOUT THE AUTHORIZATION OF THE DIRECTOR. THE DIRECTOR MAY REQUIRE SPECIFIC CONSTRUCTION METHODS AND/OR USE OF AERATION DEVICES TO ENSURE THE TREE'S SURVIVAL AND TO MINIMIZE THE POTENTIAL FOR ROOT -INDUCED DAMAGE TO THE IMPERVIOUS SURFACE. 4. TO THE GREATEST EXTENT PRACTICAL, UTILITY TRENCHES SHALL BE LOCATED OUTSIDE OF THE CRITICAL ROOT ZONE OF TREES TO BE RETAINED. THE DIRECTOR MAY REQUIRE THAT UTILITIES BE TUNNELED UNDER THE ROOTS OF TREES TO BE RETAINED IF THE DIRECTOR DETERMINES THAT TRENCHING WOULD SIGNIFICANTLY REDUCE THE CHANCES OF THE TREE'S SURVIVAL. 5. TREES AND OTHER VEGETATION TO BE RETAINED SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION. CLEARING OPERATIONS SHALL BE CONDUCTED SO AS TO EXPOSE THE SMALLEST PRACTICAL AREA OF SOIL TO EROSION FOR THE LEAST POSSIBLE TIME. TO CONTROL EROSION, IT IS ENCOURAGED THAT SHRUBS, GROUND COVER AND STUMPS BE MAINTAINED ON THE INDIVIDUAL LOTS, WHERE FEASIBLE. 6. THE DIRECTOR MAY APPROVE THE USE OF ALTERNATIVE TREE PROTECTION TECHNIQUES IF THOSE TECHNIQUES PROVIDE AN EQUAL OR GREATER DEGREE OF PROTECTION THAN THE TECHNIQUES LISTED IN THIS SUBSECTION. E. DIRECTIONAL FELLING. DIRECTIONAL FELLING OF TREES SHALL BE USED TO AVOID DAMAGE TO TREES DESIGNATED FOR RETENTION. F. ADDITIONAL REQUIREMENTS. THE DIRECTOR MAY REQUIRE ADDITIONAL TREE PROTECTION MEASURES THAT ARE CONSISTENT WITH ACCEPTED URBAN FORESTRY INDUSTRY PRACTICES TREE PROTECTION MEASURES (PER PROJECT ARBORIST REPORT) THE FOLLOWING GUIDELINES ARE RECOMMENDED TO ENSURE THAT THE DESIGNATED SPACE SET ASIDE FOR THE PRESERVED TREES ARE PROTECTED AND CONSTRUCTION IMPACTS ARE KEPT TO A MINIMUM. STANDARDS HAVE BEEN SET FORTH UNDER EMC 23.10.070 TREE PROTECTION MEASURES DURING DEVELOPMENT. PLEASE REVIEW THESE STANDARDS PRIOR TO ANY DEVELOPMENT ACTIVITY. • TREE PROTECTION FENCING SHALL BE ERECTED PRIOR TO MOVING ANY HEAVY EQUIPMENT ON SITE. DOING THIS WILL SET CLEARING LIMITS AND AVOID COMPACTION OF SOILS WITHIN ROOT ZONES OF RETAINED TREES. TREE PROTECTIVE FENCING SHALL BE A MINIMUM HEIGHT OF THREE FEET, VISIBLE AND OF DURABLE CONSTRUCTION. • EXCAVATION LIMITS SHALL BE LAID OUT IN PAINT ON THE GROUND TO AVOID OVER EXCAVATION AND UNNECESSARY DAMAGE. • AUTHORIZED WORK OR EXCAVATION WITHIN THE DRIPLINES OF PROTECTED TREES SHALL BE MONITORED BY A QUALIFIED TREE PROFESSIONAL SO NECESSARY PRECAUTIONS CAN BE TAKEN TO DECREASE IMPACTS TO TREE PARTS. • TO ESTABLISH SUB GRADE FOR FOUNDATIONS, CURBS AND PAVEMENT SECTIONS NEAR THE TREES, SOIL SHALL BE REMOVED PARALLEL TO THE ROOTS (AWAY FROM TREE TRUNKS) AND NOT AT 90-DEGREE ANGLES TO AVOID BREAKING AND TEARING ROOTS THAT LEAD BACK TO THE TRUNK WITHIN THE DRIP -LINE. ANY ROOTS DAMAGED DURING THESE EXCAVATIONS SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW. • AREAS EXCAVATED WITHIN THE DRIPLINES OF RETAINED TREES SHALL BE THOROUGHLY IRRIGATED WEEKLY DURING DRY PERIODS. • PREPARATIONS FOR FINAL LANDSCAPING SHALL BE ACCOMPLISHED BY HAND WITHIN THE DRIP -LINES OF RETAINED TREES. LARGE EQUIPMENT SHALL BE KEPT OUTSIDE OF THE TREE PROTECTION ZONES AT ALL TIMES. TREE PROTECTION NOTES G NTS V ILATITUDE48 LATITUDE 48, P.S. CONTACT: BRADY BERRIMAN PHONE NUMBER: 206.556.1615 �pSEPN 6 � o � 7383 �<v� 6ISTER��G\� ONAL n\'5 O W V z W o Q(V 0 W W 00 P o) a W :�: � Q W Z O aVi W T � Cl ENGINEERING DIVISION APPROVED. 07/05/2023 N0. REVISION / ISSUE DATE NATHAN RIMMER 919 CEDAR STREET EDMONDS, WA 98020 ARCHITECT: SHAPIRO ARCHITECTS 18105 SUNSET WAY EDMONDS, WA 98026 :3A�y�lY��lI1�:�l1 RESUB Jun 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTACT: TONY SHAPIRO PHONE NUMBER: 425.778.5400 PROJECT: 2021-33 SHEET: C.101 DATE: 2023.05.31 SCALE: PER PLAN TESC DETAILS & NOTE NW 11A nF THE NF 11A rUC'TION 2S TOIA/NrHIP 27N RANC;F IF VA/ M INFILTRATION TRENCH (12.0'W X 27.01 X 3'D) MIN. 6" COVER OVER TOP OF TRENCH. SEE DOWNSPOUT INFILTRATION TRENCH DETAIL ON SHEET C-220 TYPE I CATCH BASIN RIM: 302.7± IE: 300.0± 4" (IN) W \ IE: 299.7± 4" (IN/OUT) N, S SEE INFILTRATION TRENCH DETAIL ON SHEET C-220 INFILTRATION TRENCH OVERFLOW PATHWAY. CONTRACTOR TO GRADE YARD TO ENSURE LOW POINT AT WEST PROPERTY LINE FOR OVERFLOW PATHWAY w 30' PRIVATE HOUSE o I� ° SETBACK EASEMENT PER s AFN 201903270278 ROUTE ALL BUILDING DOWNSPOUTS TO --- INFILTRATION TRENCH (TYP) I 4" SD TIGHTLINE. 2.0% MIN SLOE (TYP) BUILDING RETAINING WALL I 3' MAX HEIGHT 915 CEDAR STREET PARCEL 00371900100500 -4 �I 4" SD @ 2% MIN SLOPE. ROUTE TO INFILTRATION TRENCH AREA DRAIN RIM:30S.1�± P IE:303.0± 1" WATER METER PER COE STD DET I WA-130. 3/4" METER REQUIRED I o= FOR DOMESTIC SERVICE BUT �� UPSIZED TO 1" TO PROVIDE ADEQUATE FIRE SUPPRESSION TO RESIDENCE. SERVICE LINE TO BE 1-1/2" DIAMETER POLY PIPE. N PROVIDE TRACER WIRE. 3 ------ -221 I :: MAINTAIN 3' HORIZONTAL CLEARANCE AND 1' VERTICAL CLEARANCE FROM DRY CB RIM :299.98 UTILITIES AND WET UTILITIES. ROUTE-- IE 12" CPP W (OUI ):zyo.4a COMM LINE V AMV&POWER LINE IE 6" PVC N (IN) :295.58 I SD - -- 'URB AND GUTTEf � -ss ss SS CONNECT TO EX CONDUIT --may Tsd PROVIDE POWER AN$f Ss COMM SERVICE TO NEW RESIDENCE. COORDINATE WITH SNOHOMISH COUNTY PUD AND SERVICE PROVIDERS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION CONTRACTOR TO FOLLOW UNDERGROUND WIRING REQUIREMENTS OF ECDC 18.05. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND. CYCLONE FENCE N CONC CURB i 27.0 4" OBSERVATION WELL SEE SHEET C-220 PROPERTY LINE o M !AIL AND W HER RRANE LS# 5025 T')F rAI r (- NIP t1W2 NEW TR S SEE PLAN N LAN 0.0' h c' CONNECT B FOOTING DRAINS TO SITE STORM SYSTEM BUILDING FOOTING DRAINS TO BE INSTALLED (FLAT 0.0% SLOPE) NO p3 F G LOWER THAN 301.2' 3 i 919 CEDAR STREET PROPOSED SINGLE FAMILY RESIDENCE MAIN LEVEL FFE = 308.67 GARAGE FFE = 306.79 TG FTG (SEE ARCH'L PLANS) AREAS OF SOIL DISTURBANCE ARE TO BE AMENDED TO POST CONSTRUCTION SOIL QUALITY AND DEPTH PER COE STD DET SD-642 FOUND TACK IN LEAD 'y��; WITH SHINER LS# 7892 Y 4.7' EAST OF CALC CORNER MATCH EXISTING GRADES AT THE 101PROPERTY LINE (TYP) SDCO RIM: 306.3± / IE: 304.4± m 4" SD TIGHTLINE. 2.0% MIN SLOPE (TYP) / 7 y SEWER CLEAN OUT CONC STAIRS rn 4" SSCO HEAT PUMP LL RIM: 308.9± 1 CEDAR STREET PER ARCH I IE: 304.6± m nnq71 ann1 nnan INTERCEPT EX 4" SIDE SEWER AND ROUTE AROUND 4" SSCO LL NEW RESIDENCE. OWNER TO COORDINATE ALL RIM. 307.2± NECESSARY UTILITY EASEMENTS WITH ADJACENT IE: 303.0± NEW 4" SIDE PROPERTY OWNER AND ASSOCIATED JURISDICTIONS AREA DRAIN SEWER. CONNECT LL SDCO RIM=306.6± TO NEW 6" / 308.0± IE=304.6± 4"(OUT) SEWER LINE. 2.0% RIM: IE: 306.5± ' .5± NYLOPLAST OR ! MIN SLOPE (TYP) 2 APPROVED EQUAL - p` 4 - - �� FT � F F9G-�---y FT FAT FT BUILDING Q a CONIC WALL PER Q OVERHANG S (TYP) DETAIL 6/C-221 I - - e- TRANSITION FROM 6" SEWER TO 4" TRENCH DRAIN I SEWER AT WY�Py RIM TO GRADE Ell. oa. .09 \ CONNECTII IE = 304.5± (OUT) 24'+x36" VERS ZURN Z886-HD OR WITH 4" SPACING APPROVED EQUAL \ FOUND 1/2" REBAR AND CAP REPLACE EXISTING-4�' SEWER LINES#7892 J °S WITH NEW 6" PVC. MAINTAIN - - - _TING SEWER ALIGNMENT. PER 6" SSCO IDE SEWER INSPECTION PERFORMED -- - - - _ i 1 *MN11�306.5± EXISTING SIDE IE: 302.0± �11i SEWER TRANSITIONS FROM 6" TO 4" CONTRACTOR TO VERIiY APPROXIMATELY 15' FROM SEWER I 36" r-INVERT ELEVATION OF MAIN. CITY PW MUST INSPECT EX SIDE EXISTING SIDE SEWER SEWER PRIOR TO REUSE. ss� SONNECT TO EX WAFERss- EX 8" CONCRETEAIN PERCOE STD DET / MATCH EX GRADE NOTE PRESENCE OF EXISTING CEDAR SEWER MAIN A-130./TAP ON WATER TREES. A PROPOSED ASPHALT-�11/ALKWAY EX 6" CI WATER MAINAIN F T6 BE COMPLETED SPHALT -- _ IS T41BE INSTALLEDY CITY PW DIVISION. DRIVEWAY PER COE LIEU OF NEW SIDEWALK TO PRESERVE CONNECT TO EX GASSPHALT RESTORATION STD DET TR-546 EXISTING SIGNIFICANT TREES. REFER MAIN. COORDINATEO BE PERFORMED BY TO PROJECT ARBORIST REPORT FOR W/ PSEHE CONTRACTOR. C / CEDAR STREET CitADING AND IMPROVEMENT LITY PROFILE PER -RECOMMENDATIONS IN THIS AREA SHEET C-221 ;;7- - - G- - - -OP -OPOP P--------- Sewer lateral shall be 6" from the property line to the public main. If not KEYNOTES: 6", will need to replace. �1 THE 6" SIDE SEWER CLEANOUT LOCATED AT THE SOUTH PROPERTY LINE IS REQUIRED TO HAVE A 12" CAST IRON LAMPHOLE COVER WITH PICK HOLES AND 1/2" HEXBOLTS. ❑2 ROUTE SD BENEATH PROPOSED RETAINING WALL. BOTTOM OF FOOTING: 303.6 TOP OF SD: 303.3 CLEARANCE: 0.3' Call before you D j g. 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) ILATITUDE48 0 20 40 LATITUDE 48, P.S. Feet CONTACT: BRADY BERRIMAN PHONE NUMBER: 206.556.1615 SCALE 111=10' LEGEND PROPERTY LINE PROPOSED BUILDING PROPOSED CONTOUR 304 PROPOSED POWER P P P P PROPOSED GAS GAS GAS- GAS- GAS- GAS - PROPOSED STORM SD -SD -SD -SD PROPOSED SEWER SS SS SS SS PROPOSED WATER W W W W PROPOSED FTG DRAIN -FTG -FTG -FTG FTG PROPOSED COMM COMM COMM____COMPo------ -COMPo+- CONCRETE PAVEMENT 4 ASPHALT PAVEMENT ULTRABLOCK WALL CIP CONCRETE WALL 11111111111191119, mg 'vine k"Wev, al'o"Ov W'S70"71 MEN* KNIm Ira, PARCEL NO. 0031900100700 PARCEL AREA: 0.14 ACRES (6,139 SF) THE CONTRACTOR SHALL COORDINATE SIDEWALK CLOSURES, STREET CLOSURES AND RIGHT-OF-WAY USE PERMITS WITH THE CITY OF EDMONDS. NOTE: EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. NOTE: ALL SPOT ELEVATIONS SHOWN REFLECT FINISH GRADE ELEVATIONS. FOR ALL STORM STRUCTURES WHERE RIM TO INVERT EXCEEDS 5' A TYPE 2 MANHOLE WILL BE REQUIRED MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVABLE SURFACES AND 1' OF COVER UNDER LANDSCAPE AREAS BASIS OF BEARING: WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD83-11. HELD FOUND TWO FRONT CORNERS ALONG THE NORTH RIGHT OF WAY MARGIN OF CEDAR STREET AS BEING SOUTH 87°49'08" EAST. VERTICAL DATUM: NAVD88 US SURVEY FEET AS DETERMINED BY THE WASHINGTON STATE REFERENCE NETWORK (WSRN) GPS OBSERVATIONS. CONTOUR INTERVAL ONE FOOT. PROPERTY LINES: SHOWN HEREON ARE BASED ON CLIENT PROVIDED SURVEY FROM TRI- COUNTY LAND SURVEYING COMPANY DATED OCTOBER 2009 AND SIGNED ON JANUARY 15, 2010. HELD TRI-COUNTY SURVEY AND ROTATED THEIR SURVEY USING THE FRONT TWO CORNERS OF THE PROPERTY AS FOUND. UNDERGROUND UTILITY NOTE: UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY SERVICES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPES WHERE CROSSING INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE -CALL AT 8-1-1 (WASH INGTON811.COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION. CITY'S PUBLIC WORKS DEPARTMENT WILL NEED TO TV THE SEWER LATERAL TO DETERMINE IF IT IS ACCEPTABLE TO RE -USE. CONTACT EDMONDS PUBLIC WORKS SEWER DIVISION, 425-771-0235, TO SCHEDULE INSPECTION. PROPERTY OWNER SHALL HAVE THE LINE TV'D TO DETERMINE IF IT IS ACCEPTABLE FOR REUSE. TV RESULTS SHALL BE PROVIDED TO THE EDMONDS PUBLIC WORKS SEWER DIVISION, 425-771-0235, FOR REVIEW. RESTORATION OF UTILITY PATCHES: 1. UTILITY PATCHES WITH LESS THAN 20-FEET OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. 2. ALL FINAL RESTORATION WITHIN THE RIGHT-OF-WAY SHALL BE COMPLETED BY THE CONTRACTOR NOT THE CITY OF EDMONDS. FOR ALL HORIZONTAL BUILDING LOCATIONS IMPERVIOUS AREAS: REFER TO ARCHITECTURAL PLANS. BUILDING ROOF: 2,127 SF CONCRETE PAVING: 545 SF RETAINING WALL: 331 SF W V z W o Q W O W 00 Cr � Q W W v 0 a' WLU ON LU ENGINEERING DIVISION APPROVED AS NOTED 07/05/2023 NO. REVISION / ISSUE DATE OWNER: NATHAN RIMMER 919 CEDAR STREET EDMONDS, WA 98020 :3A�y�lY��lI1�:�l1 ARCHITECT: SHAPIRO ARCHITECTS RESUB 18105 SUNSET WAY Jun 09 2023 DMONDS EDMONDS, WA 98026 CILOPMTY OF ETSERVI DEVELOPMENT SERVICES DEPARTMENT CONTACT: TONY SHAPIRO PHONE NUMBER: 425.778.5400 PROJECT: 2021-33 SHEET: C-200 DATE: 2023.05.31 SCALE: PER PLAN CIVIL SITE PLAN NW 11A nF THE NF 11A rUC'TInN 2S Tn\NNrHIP 27N RANC;F IF VA/ M u 1 GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: 1.1. CURRENT INTERNATIONAL BUILDING CODE (IBC) 1.2. CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION 1.3. WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 1.4. 2012 WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (2014 AMENDED) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS SHALL CONNECT TO THE SITE DRAINAGE SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. GENERAL NOTES (CONTINUED) 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE ETHAFOAM 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. 41. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION VIA EMAIL TO ENGINEERINGPERMITS@EDMONDSWA.GOV. 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 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. INSTALL INFILTRATION TRENCH. EXCAVATION OF INFILTRATION AREAS SHALL NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS. THE BMP SHALL NOT BE MADE OPERATIONAL UNTIL ALL EROSION -CAUSING PROJECT IMPROVEMENTS ARE REMOVED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED. 9. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW 10. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 11. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 12. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. ILATITUDE48 LATITUDE 48, P.S. CONTACT: BRADY BERRIMAN PHONE NUMBER: 206.556.1615 W V z W o Q LU W p W 00 � Q W W Z rn O W ON LU ENGINEERING DIVISION APPROVED. 07/05/202 NO. REVISION / ISSUE DATE n1A/N F R NATHAN RIMMER 919 CEDAR STREET EDMONDS, WA 98020 ARCHITECT: SHAPIRO ARCHITECTS 18105 SUNSET WAY EDMONDS, WA 98026 :I101ZIN011c .01l RESUB Jun 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTACT: TONY SHAPIRO PHONE NUMBER: 425.778.5400 PROJECT: 2021-33 SHEET: C-210 DATE: 2023.05.31 SCALE: PER PLAN CIVIL NOTES K NW 11A nF THE NF 11A rUC'TION 2S TOIA/NrHIP 27N RANGE lF VA/ M V) 0z �a 0 w� QXg_ m¢ o::-: U 6" MIN w z 0 H w a 6" MIN SEE COE STD DTL GU-410 BEDDING MATERIAL (1-1/4" MINUS) CRUSHED SURFACE BASE COURSE (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE 24" FOR 8" DIAMETER PIPE " 36" FOR 12" DIAMETER PIPE " O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS APRIL 2021 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U — 40 0 TYPICAL TRENCH SECTION NTS (: TYPE 1 OR 1-L CATCH u� UNDERDRAIN PIPE I _ BASIN W/ SOLID LID PER GUTTER CITY STANDARD DETAIL w — _—SD-303 OR SD-304 _I R'= - F Jwl i -- —� -�. A no o6 �(MIN)� — — — — — — — — — 15' (MIN) a INFILTRATION TRENCH ' z —10' (MIN) EXTENTS — — �- PROPERTY LINE/EASEMENT Of PLAN RO (MIN) DIA. OBSERVATION WELLS NTS �VROOF FACED 25' APART (MAX), 1 DOWNSPOUT :'SELL (MIN) PER TRENCH CLEANOUT 12" 12" BUILDING 4" (MIN) PVC DRAIN 6" (MIN) PIPE PER WSDOT LEVEL J SPEC. 9-05.1(5), ✓ 12" (MIN) MAINTAIN POSITIVE SLOPE 4" (MIN) PERFORATED PVC J UNDERDRAIN PIPE PER WSDOT REMOVABLE PUSH -ON PVC TEE PVC DRAIN PIPE SPEC. 9-05.2(6), LAID LEVEL 100' (MAX) PROFILE GENERAL NOTES: PLASTIC BOX NTS MARKED "DRAIN" 1. REFER TO THE 2017 CITY OF EDMONDS TEST PLUG STORMWATER ADDENDUM FOR SETBACK 6" (MIN) (CHECKLIST 13) AND INFEASIBILITY REQUIREMENTS. OBSERVATION _ If1ll �- I III III I IJ II- I I' I_ COMPACTED BACKFILL 2. MIN COVER DEPTHS ASSUME NO VEHICULAR WELL, SEE NOTE 3 LOADING. DESIGNER TO SPECIFY COVER DEPTHS IF J VEHICULAR TRAFFIC ANTICIPATED. HASHED DRAIN OCK, z SEE 'oTE 2c� NOTES: GEOTEXTILE, SEE NOTE 1 Qp 00 J 1. PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP OF WASHED ROCK. GEOTEXTILE SHALL CONFORM TO v� WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR 2' (MIN)—�I I 1' (MIN) ABOVE SEPARATION, NON -WOVEN TYPE. UNCOMPACTED NATIVE SEASONAL 2. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT MATERIAL, SCARIFY 3" — _ - HIGH GROUNDWATER SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. (MIN) SECTION R 3. OBSERVATION WELL SHALL CONFORM TO WSDOT A HYDRAULICALLY ULICAL SPEC. 9-05.2(6), PERFORATED PVC UNDERDRAIN NTS - RESTRICTIV PIPE. LAYER REVISIT )N DATE TYPICAL DOWNSPOUT APRIL 2021 CITY OF EDMONDS INFILTRATION TRENCH PUBLIC WORKS STANDARD " DEPARTMENT DETAIL FS r 1 g 9� APPROVED BY: R. ENGLISH S D— 6 3 6 TYPICAL DOWNSPOUT INFILTRATION TRENCH NTS NOTES: 1. SCARIFY TRENCH SUBGRADE -DO NOT COMPACT. 2. AVOID SUBGRADE PREPARATION DURING WET CONDITIONS. 3. GEOTECHNICAL ENGINEER SHALL OBSERVE SUBGRADE PRIOR TO BACKFILL. ROOF DRAIN J Z RESIDENCE a w 0 3 CLEANOUT a w cn WITH 45' BEND AND 2' CAP CLEANOUT (MAX) f(TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND z CONCRETE LEVELING COLLAR 12"t r FINISHED GRADE �- WATER TIGHT CAP 45' RISER / 45' 4" OR 6" SIDE SEWER GENERAL CLEANOUT DETAIL w Ld � 0 12" LOCKING COVER a 3 SEE NOTE 3 w 0 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) a. U ff LEVELING COLLAR SEE NOTE 4 J / 12" PVC SLEEVE 6" RISER Yl 6" WYE AND 6" CITY STUB 45' BEND 4" OR 6" J 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL 3 z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT LEVELING COLLAR NOTES: Zo �,w SEE NOTE 4 a a 0 ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE — GASKETED. 12"f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. �� 1) 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED SLEEVE EQUAL. 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 OR APPROVED EQUAL) " IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT " IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" UNDER ASPHALT OR CONCRETE DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR REVISION DATE CITY OF EDMONDS JANUARY 2018 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S S— 2 0 0 SEWER CLEANOUT DETAILS C NTS J w z w n. o cr Q. INFILTRATION TRENCH NTS LOCKING CLEANOUT COVER SEE COE STD DTL SS-200 6" LATERAL SEWER 22.5' OR 45' BEND SLOPE - 2% MIN TO 50% MAX 6" TEE _} fPOSSIBLE SEWER MAIN LOCATION FERNCO STRONGBACK RC SERIES 22.5' OR 45' BEND REPAIR/RECONNECTION COUPLING OR ROMAC COUPLING 6" TEE POSSIBLE SEWER MAIN LOCATION NOTES: 1. IF SEWER LATERAL IS DAMAGED OR HAS TO BE RELOCATED DURING CONSTRUCTION, RELOCATE/REPAIR SEWER PIPE AND RECONNECT USING A FERNCO RC SERIES STRONGBACK COUPLING OR ROMAC COUPLING. 2.A CONCRETE/PVC ADAPTER SHALL BE USED TO CONNECT PVC TO CONCRETE. 3. INSPECTION OF WORK IS REQUIRED AND MUST BE APPROVED BY THE ENGINEERING DEPARTMENT. 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT SIDE SEWER RELOCATION/REPAIR APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL SS-201 SIDE SEWER RELOCATION/REPAIR G NTS V ILATITUDE48 LATITUDE 48, P.S. CONTACT: BRADY BERRIMAN PHONE NUMBER: 206.556.1615 W V z W o Q LU W p W 00 W 0 0 W Z 0 W LU ENGINEERING DIVISION APPROVED, 1��ll 07/05/2C NO. REVISION / ISSUE DATE OWNER: NATHAN RIMMER 919 CEDAR STREET EDMONDS, WA 98020 ARCHITECT: SHAPIRO ARCHITECTS 18105 SUNSET WAY EDMONDS, WA 98026 :3A�yOW01l1:111 RESUB Jun 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTACT: TONY SHAPIRO PHONE NUMBER: 425.778.5400 PROJECT: 2021-33 SHEET: C'220 DATE: 2023.05.31 SCALE: PER PLAN CIVIL SITE DETAILS 23 NW 1/4 OF THE NE 1/4, SECTION 25, TOWNSHIP 27N, RANGE 3E, W.M. P/L P/L I I 22.5' C/L 22.5' HALF STREET RIGHT-OF-WAY HALF STREET RIGHT-OF-WAY 20.0' PROPOSED PAVEMENT WIDTH EX PAVEMENT WIDTH VARIES w Lli I H I 8.0' WESTBOUND 8.0' EASTBOUND � I TRAVEL LANE TRAVEL LANE ASPHALT I o LU ' :WALKWAY : v EXISTING ASPHALT ROADWAY TO REMAIN REMOVE AND REPLI ASPHALT PAVEMEI TO PROVIDE NEW 2 PAVEMENT WIDTH I COE STD TR-505 6" WIDE LANE LINE VARIES PER TR-561 SAWCUT EXISTINC ASPHALT 8' NORTF OF CENTERLINE OF ROADWAl LOCATION OF EXIST PAVEMENT EDGE VAI 6" OF 1-1/4" 1 CRUSHED ROCK r5Hz3t COURSE PER WSDOT STANDARD SPEC 9-03.9(3) APING AREA a CEDAR ]PROTECTED VATION i I Ivin 1 u 581-1-22 PAVEMENT PER COE STD TR-505 CEDAR STREET - TYPICAL SECTION (LOOKING WEST' 1"=5' P/L CEDAR STREET I C/L I I I I I I EXISTING GRADE I I GAS GAS GAS I EXISTING GAS MAIN EXISTING COMM AND POWER CONDUITS 4s• A B WATER MAIN F R.O.W. FINISHED GRADE II II METER SUPPLIED BY CITY BALL VALVE - _ _ - _ I I C Li Li A D DIRECTION - OF FLOW J PROPERTY LINE O MATERIAL LIST: OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING OB 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) OC DUAL PURPOSE UNION OD MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD 884-4440 FOR 1" OWHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD V874-15W-11-44 WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44 FO 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 OJ SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) OK 9PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS OM BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT P/L ISION DATE 1 " WATER SERVICE [JLANUARY 2021 (FOR 3/4" & 1 METERS) STANDARD DETAIL APPROVED BY: R. ENGLISH WA- 1 30 \..V IYIYLt.I v Lip I-UVtK AIM WATER MAIN POWER AND CLEARANCES PER COMM STUBS PSE, PUD AND COE STANDARDS (TYP) EXISTING 8" SEWER MAIN 1" WATER SERVICE NTS PROPOSED UTILITY PROFILE C RETAINING WALL BW PER PLAN EX GRADE PROPOSED COMM SERVICE PER PUD STANDARDS CONCRETE CURB WALL. SEE DETAIL 6 BELOW TW PER PLAN FINISHED GRADE 12" MIN 36" MIN 2" MIN NOTES: 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI. 2. REINFORCEMENT SHALL BE ASTM A615, GRADE 60. 3. PROVIDE 3" MIN. CLEARANCE BETWEEN BOTTOM OF FOOTING AND REINFORCEMENT LAYERS. PROPOSED GAS SERVICE PER PSE STANDARDS PROPOSED POWER SERVICE CONDUIT PER PUD STANDARDS r� 4 6" 4 �, J4 - TW PER PLAN PROPOSED DRIVEWAY BW PER PLAN 4" COVER PROPOSED 1-1/2" WATER SERVICE PER COE STANDARDS SITE SECTION NTS TOP OF WALL (TW) 4. Y r '4 4 4. 4: Y 1 L J #5 CONT. TOP ' .4 � 4 ' BOTTOM OF WALL (BW) 18" MIN (3) #5 CONT. #5 @ 18" O.C. EACH 4 WAY, CENTERED - HOOK TAIL INTO FOOTING 4 4� 4 4 COLD JOINT AT FOOTING 4 4. 4 ` 12" ' 24" CONCRETE CURB WALL G NTS V ILATITUDE48 LATITUDE 48, P.S. CONTACT: BRADY BERRIMAN PHONE NUMBER: 206.556.1615 �pSWA EPN 6 o� 7383 �<v� ��FSS�6ISTER��G\� ONAI- O W V z W o Q� N O W W 00 W 3: Q '-'-� 01.0� Z O W ON 2 LU ENGINEERING DIVISION APPROVED AS NOTED 07/05/202%" NO. REVISION / ISSUE DATE (11A/ rxI P R NATHAN RIMMER 919 CEDAR STREET EDMONDS, WA 98020 ARCHITECT: SHAPIRO ARCHITECTS 18105 SUNSET WAY EDMONDS, WA 98026 :3A�y�lY��lI1�:�l1 RESUB Jun 09 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTACT: TONY SHAPIRO PHONE NUMBER: 425.778.5400 PROJECT: 2021-33 SHEET: C-221 DATE: 2023.05.31 SCALE: PER PLAN CIVIL SITE DETAILS & NOTES NW 11A nF THE NF 11A rUC'TION 2S TOIA/NrHIP 27N RANGE IF VA/ M TW 302.9± 4' CYCLONE FENCE BW 300,0± _ ON CONC CURB i- I I LU U Z W O I TYPE I CATCH O BASIN SEE LO SHEET C-200 GATE TW 302.9± BW 299.9± EX. BUILDING I I RETAINING WALL 3' MAX HEIGHT 915 CEDAR STREET PARCEL 00371900100500 �I TW 304.0± BW 301.0± TW 305.0± BW 302.0± 30 CONC WALL -PER FOUND 1/2" RE BAR AND CAP DETAIL 6/C-221 LS# 4561 DRIVEWAY SLOPE SHALL NOT EXCEED 14% SLOPE TW 305.0± BW 305.0± I - --- --- --- - 0 5' CONCRETE - �' SIDEWALK PER COE TR-531 CB RIM :299.98 -�- -- IE 12" CPP W (OUT) :295.48 SIDEWALr\ IEG: (304.96) SD IE 6" PVC N (IN) :295.58 I MATCH EX GRADE EG: (30442) -ssSS-SS-SS CURB AND GUTTERS EG: (304.43) ss Ss Ss ----- ss ------7Lss ss s 18" CONCRETE URB APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: I 0 0 0 IF 7ED MrollG: 302 TW 302.8± BW 302.8± PROPERTY LINE AAG �� T ES TERRANE L5 SST nF rAl r MATCH EXISTING GRADES IN BACK YARD, EAST OF 303 CONTOUR C B. FG: 306.3± EG: (305.8) EG: (306.0) FOUND TACK IN LEAD WITH SHINER LS# 7892 4.7' EAST OF CALC CORNER MATCH EXISTING GRADES AT THE LINE �o�PROPERTY (TYP) / l / (3„ C7O) MATCH EXISTING-7(308.0) / GRADES ALONG NORTH BUILDING FACE EAST OF -� 303 CONTOUR - I SEWER CLEAN OUT 919 CEDAR STREE o r A m PROPOSED SINGLE FAMILY RESIDENCE � CONC STAIRS MAIN LEVEL FFE = 308.67 GARAGE FFE = 306.79 (SEE ARCH'L PLANS) / / - - - - 0 3 304 rn 923 CEDAR STREET PARCEL 00371900100901 \ FG:307.6± � � EG: (309.3) I HIGH POINT / GRADE FROM EXISTING AREA DRAIN DRIVEWAY TO PROPOSED SEE SHEET RESIDENCE GRADES AT 3:1 I C-200 s MAX. DIVERT UPSTREAM TW 306.8±STORMWATER AWAY BW 305.3± (2) 5" - FROM PROJECT SITE - RISERS - -I - d'a' °. o ° s o FG:308.0± °°' y C/G & SIDEWALK FORM F 306.55 EG: (308.2) I �y�P °�a D T_ o �� INSPECTIONS REQUIRED A d � \ GO �. 70' °/ EG: (307.0) A \ FOUND 112" REBAR AND CAP TW: A d. EG: (308.8) \ LS# 7892 BW:.105:70 \ ° ° �. ° ° °s AFG:306.4 C-221 FG: 305.50 / FG: /,� ------------ 305.440 �� /*40"CED/AF \ -- Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. 5.0' 'ASPHALT FG: 307.06 1�VALKWAY 36"CED�R r NOTE PRESENCE OF EXISTI G EDAR Utility patches shall be combined and full width or half TREES. A PROPOSED ASPHA width overlay will be required depending on the extent EG: (306.97) of disturbance. Where utility patches fall entirely within -w W o WALKWAY IS TO BE IN DIN one travel lane, the overlay shall extend to the 0 --� o centerline of r adway. Where utilitv patches extend int, / AND GUTTER PER COE TR-520 / DRIVEWAY -- APPROACH WING PER COE TR-541 i M O M I 0 / Ln -LIEU OF NEW SIDEWALK TO P ES W _W_W both travel laWesthen afull wi ss - SS EXISTING SIGNIFICANT TREES. REFER FG: 3 5.36 \ s 4.0' s� C► PROJECT ARBORIST REPORT FOR TC: 305.4? 6" WIDE GRADING AND IMPROVEMENT ss Ss--ss ss BC: 304.92 LANE LINE RECOMMENDATIONS IN THIS AREA - - TRANSITION TO _ PER Tf;t--5 61 20.0' / - MATCH /4' WIDE ASPHALT LL 16.0' IF AT ANY POINT DURING CONSTRUCTION / EX GRADE WALKWAY I EX EDGE pF AN ARBORIST DETERMINES THE RETAFNAGE I PAVEMENT WIDENING SHALL �E ASPHALT I OF THE TREES IS NO LONGER VIABLE, THEN I I CEDAR ^ STREET CT STANDARD CURB, GUTTER, AND CONCRETE 1 CONSISTENT WITH COE S C /'1 I REE 1 SIDEWALK SHALL BE CONSTRUCTED 1 TR-505. SEE CEDAR STREET `" w SECTION ON DETAIL 1 ON SHEET ACROSS THE ENTIRE PROPERTY FRONTAGE � M G G AND SbIALIGBE IN ALIGNMENT C-221 FOR EXISTING ASPHALT / ROADWAY TO BE SAWCUT AND A EXISTING CURB AND GUTTER D / SIDEWALK TO THE WEST REMOVED FOR LOCATION OF C 221 WM - o -NEW ASPH4 LKW OP _ OP Call before you D 4 g. 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) SCALE 111=10' LEGEND PROPERTY LINE PROPOSED BUILDING PROPOSED CONTOUR 304 CONCRETE PAVEMENT < 4 s ASPHALT PAVEMENT ULTRABLOCK WALL CIP CONCRETE WALL INFILTRATION TRENCH ACRONYM LEGEND ROW: RIGHT-OF-WAY FFE: FINISH FLOOR ELEVATION TW: TOP OF WALL BW: BOTTOM OF WALL TS: TOP OF STAIRS BS: BOTTOM OF STAIRS TC: TOP OF CURB BC: BOTTOM OF CURB FG: FINISHED GRADE EG: EXISTING GRADE *PLEASE NOTE ALL GRADES NOTED ON CIVIL PLANS ARE TO THE FINISHED CONDITION ELEVATION, UNLESS OTHERWISE NOTED. PARCEL NO. 0031900100700 PARCEL AREA: 0.14 ACRES (6,139 SF) THE CONTRACTOR SHALL COORDINATE NOTE: ALL SPOT ELEVATIONS SHOWN SIDEWALK CLOSURES, STREET REFLECT FINISH GRADE ELEVATIONS. CLOSURES AND RIGHT-OF-WAY USE PERMITS WITH THE CITY OF EDMONDS. BASIS OF BEARING: WASHINGTON COORDINATE SYSTEM, NORTH ZONE, NAD83-11. HELD FOUND TWO FRONT CORNERS ALONG THE NORTH RIGHT OF WAY MARGIN OF CEDAR STREET AS BEING SOUTH 87°49'08" EAST. VERTICAL DATUM: NAVD88 US SURVEY FEET AS DETERMINED BY THE WASHINGTON STATE REFERENCE NETWORK (WSRN) GPS OBSERVATIONS. CONTOUR INTERVAL ONE FOOT. PROPERTY LINES: SHOWN HEREON ARE BASED ON CLIENT PROVIDED SURVEY FROM TRI- COUNTY LAND SURVEYING COMPANY DATED OCTOBER 2009 AND SIGNED ON JANUARY 15, 2010. HELD TRI-COUNTY SURVEY AND ROTATED THEIR SURVEY USING THE FRONT TWO CORNERS OF THE PROPERTY AS FOUND. UNDERGROUND UTILITY NOTE: UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL UTILITY SERVICES ARE SHOWN, OR THAT THE LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPES WHERE CROSSING INTERFERENCES, OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE -CALL AT 8-1-1 (WASH INGTON811.COM) AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION. FOR ALL HORIZONTAL BUILDING LOCATIONS REFER TO ARCHITECTURAL PLANS. ILATITUDE48 LATITUDE 48, P.S. CONTACT: BRADY BERRIMAN PHONE NUMBER: 206.556.1615 W V z W o Q LU W p W 00 ON � � Q W W Z 0 W rn ON LU ENGINEERING DIVISION APPROVED. • �� 07/05/2023 NO. REVISION / ISSUE DATE OWNER: NATHAN RIMMER 919 CEDAR STREET EDMONDS, WA 98020 :yQW01% .0111 ARCHITECT: SHAPIRO ARCHITECTS RESUB 18105 SUNSET WAY .tun 09 2023 DMONDS EDMONDS, WA 98026 CITY M ETSERVI DEVELOPMENT SERVICES DEPARTMENT CONTACT: TONY SHAPIRO PHONE NUMBER: 425.778.5400 PROJECT: 2021-33 SHEET: C-300 DATE: 2023.05.31 SCALE: PER PLAN CIVIL GRADING PLAN CITY ENGINEERING DIVISION