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ENG PROJECT ASBUILT - LFCB (TYPE 1) RIM=173.56' IE 8"CONC= 171.22'(NE.) SEWER NOTES 1. IF THE SEWER LATERAL AND CONNECTION IS TO BE REPLACED, THE CONNECTION WILL BE CORE DRILLED AND ROMAC SADDLE OR EQUAL SHALL BE USED. IF THE SEWER CONNECTION WILL BE CUT IN, A WYE SHALL BE INSTALLED. 2. SCHEDULE A VIDEO INSPECTION OF THE EXISTING SEWER LATERAL AT ENGINEERINGPERMI TS@EDMONDS. WA. GOV I'klroll d:1 ALL EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR IMPERVIOUS AREAS TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN & LANDSCAPE 3,010 SOIL AMENDMENT ROOFS 2,674 INFILTRATION TRENCH HARD SURFACES 898 PERMEABLE PAVEMENT PROJECT SITE CATEGORY.• CATEGORY 1 DISCHARGE LOCATION: CITY'S MS4 TO SHELLABARGER CREEK AS -BUILT NOTE THIS RECORD DRAWING HAS BEEN PREPARED BY G2 CIVIL. THE INFORMATION PRESENTED HEREON IS BASED UPON A COMBINATION OF APPROVED DESIGN PLAN INFORMATION, CONTRACTOR FIELD DRAWINGS PREPARED DURING THE COURSE OF CONSTRUCTION, AS -BUILT FIELD SURVEY INFORMATION GATHERED BY THE PROJECT LICENSED SURVEYOR OVER THE COURSE OF THE PROJECT CONSTRUCTION AND / OR OTHER RECORD INFORMATION PROVIDED BY OTHERS. THIS RECORD DRAWING REPRESENTS ACCURATE AS -BUILT CONDITIONS TO THE BEST KNOWLEDGE OF THE ENGINEER OF RECORD AND WAS PREPARED SOLELY TO FULFILL THE REQUIREMENTS OF AND SOLELY FOR THE USE BY THE CITY OF EDMONDS. ANY OTHER USER OF THIS RECORD DRAWING ASSUMES C OMPLETE RESPONSIBILITY TO FIELD VERIFY ACTUAL FIELD LOCATIONS AND CONDITIONS AND IS HEREBY ADVISED TO DO SO. DRY UTILITIES NOTE MINIMUM OF 3' SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE ETC) AND SEWER, WATER AND STORM AND 5' FROM ANY CITY MAIN LINES PERVIOUS CONCRETE NOTE GEOTECH TO PROVIDE APPROVAL OF SUB -GRADE CONDITIONS PRIOR TO CONSTRUCTING PERMEABLE PAVEMENT o� Know what's below. Call before you dig. IE 8"( IE 8"C ................(n........... .. - ......�... 1 IE=169 �1 ..............'..tn.'''''''..;......................... 8¢p 4.-. WALL�.FO TING_ ..�.�..-• ... TW=184.0 � INSTALL TYPE 1 CB PER COE A.RA/NS. ®. 2,Q .MIN...'.'.'.'.I BW=183.0 I - S u SU-303 W/SOLID LID \ / .. ... ... . II II ,RIM=983 8�18J. 80 TW=184.0 84 ...... 8.1.""""" =184.IE (E=180.7 TWBW=181.0 .:LL=183 .. W-181.0 W BN yIE (W)=188i ....:.:.:..H. IE (N)=180.5 SSCO SPCIO E....... PABS VC.20' BSBL ....IIF/LAIIDN .EG n --- \ \ \ \ \ \ \ � •••••••••••••• .,R:.:::::.. � CEs S1D -PARALLEL 6".PS 02..•••••. I I G.. PER. COE. S7D SD=618 ............ & SD-636.'...'.'.'.'.'.. I ( PLACE WITHIN �� 7 ..FG=183.5......... .. I I o o OF FOUNDATION s .'.'.j.'.: 1E=180.0 ........ I I 5 LF-6" PVC y �,ee PER ...... TOP 80:5 G G @ 1.007 MIN _ -STD SD 619 ffw� .cn.......BTM.RDCK= .9:0.. ...... I 5.0' I (ROOFDRA/NS) 'FG}77-.77 ,, 5 (2) 24" DEC -� _ - TW=184.0 I I I I - - - - - LBW= 1830 I I I SDCO PER COE ::::::::::::..:.::V..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.:...:.:................. S1D SD-619 (T)P) :':'1':':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'............. " \ I 'OB,SERVA.TION .. I I _ 6 IE 171.77 PART .. O I I I 33 LF-4" PVC .:.:. IyV=I85:O I I I 0 22.12Z S, N1:8:::.::..............:..:....•BW=184:... I I 5 LF-6" PVC PROPOSED SF? HOUSE 6 w I I III 0 1.009 MIN SEE ARCHITECTURAL PLANS :.:.:.:...:.:.:.:.:...'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'...'.'.'. ::::::::: •: 1 :::::::::::::::.:.:.:.:.::.:.:.:.:.:.:.:.:.:.:.:.:.: ........ . E I I I III BUILDING FOOT PRINT 2,290.26 SF BASEMENT FFE.• 177.77'\ :.......:...>. : ....... .v.REMOVE EX WAIF METER .AND CAP .......... : .SERVICE. LINE ..'.'.'.' IN ALL NEW 1.5" WA SER CE WITH NEW 1" ME111 PER COE ..... ' ..... .:.:.:.:.:.:.:.:..: .. _ ' I =185.75 �iV=184{0 I z 1(16 �, 0`O III PROVIDE 5 STAIRS 1ST FLOOR FFE. 188.00'D\ PER ARCHITECTS 2ND FLOOR FFE. 199.23 PS� PLAN TOP OF ROOF FFE.• 212.05' ROOF LINE AREA 2 717 39 SF o - - v ..T�S A-130LNSALL ........... ROOF LINE (T)P) .............W 6.......... 'Ul.......... -.-...-.. FOUNDATION LINE/ (TYP) '' ''''''''''''''........ ......................... Io 0)69,G � DO o :.:.:.:.:.:.:.:.:.:.:.:.:..1.ONCREIt ANEL ­: ........ R::.: I w ... WALKWAY P ,: .: .: : . PLAN.:.: co . .. ............ .... ..... . . . ... . .. .. . .. I 162L .................... ..... ............j �PSG�Q� IoN NOCB TFF 1 ............ .... o :30'. 9NCRETE DRIVEWA ........ , ' _ ..............j.APP. ACH PER CITY... ....... �... O Q 187.57 .z NARD DETAIL. . R4........ I IE=185.5E .SEE ET4........... 5.TW=190 .........: PERFORATED BW=188.0GH7SfiA-30'�''.,..NE o' I I FOOTING DRAIN o Ln............ 3.0, POINT I ®0.509 MIN (TIP) - - - N FINAL GRADE TO .................. GARAGE SLOPE TO DRAIN (TIP) ........... .... ..... ° • • • • • • • • PER WOUS,'CONCRE7E_- o-; FF=18Z5' CONNECT WALL DRAINS ................ j.'....'..'...''.'..... ' ... ', ;-DRIVEWAY,PER COE �'l��o I' -I TO AREA DRAIN. JOINT USE. UTILITY .TRE..'......: ° S1D SD-622 ��k m`E 1 6" PVC ROOF PROVIDE CO S PER PLAN FOR DRY UTILITIES :SFr I m TW=198.5 COORDINAIL WI7H SNOPUD .I... a ° I ��� : -• _ - _� i" `o� DRAIN (� 0.509 BW=188.0 AND PSE FOR REVISED N MIN (TYP) SERVICES I�, N.................. 5.0 ° �I I 2 SAWCU.T.F.R..'.'.'.'.'.....I.. - - - - - 5 BSB .:.:.:.:.:.:..:.RE�RL�IC�MENT OF..:........... - - - - - - - - TW=198.5 ....... CURB. AND. G. TIER.•.•....- �0.... BW=196.5 (S) ORIGINAL GRADE ci)........... ...... ��......... O P BW=188.5 (N) .......... ..... V) ........................... ............. ............ - - - - FOUND REBAR/CAP e...r ..... w ..............'.'....... ....:.::.�.� ... .N 89-�9.08.. Vil....'. . ;8 .......'. ......... . ............ ..... ...G..........C........' �'......... �......... �. .. G...... ...'.'.'.'.'.'.'.'.'.... LS# 16190 .......... ............. G.'.'.'.'.'.'.'....... .............. ......... , , ............ ..... ................... .. ............. ..............0.05 N & 0.01 W OF �. ..................... ....................'.TW=193,0 ..... ..... .'.'TN 196.a.................................................. ........... 7Y1194.0 A ...................7ti .198.0..................PROP COR $W=190.0 BN188;5.:.:.:..:.:..:.:.:.:.:.:.BNL88.0:......................'.. B .1880... 1:.:.:.:.:..:':':':':':':':':' ..... . . N........................... .......'...� :.......... RETAINING WALL EXTEND 2' ABOVE EXISTING tn........................... ASPHALT' GRADE AND PLACE HANDRAIL AT TOP. G....... �............ .. ?�....... J............ SEE DESIGN BY CUSTOM DESIGN ENGINEERING, INC. " " " " " ' " " " SEE BUILDING DEPARTMENT CONS7RUC770N NOTES .......................................................... Tpfff ffT 0 o (2 N I I 1 GRAPHIC SCALE 10 0 5 10 SCALE: 1" = 10' NOTE ALL RELOCATION OF TREE PROTECTION FENCING AND ANY ACTT VI TY WI THIN THE LIMITS OF DISTURBANCE/DRIPLINE OF TREE /1 SHALL BE PERFORMED BY AN ISA CERTIFIED ARBORIST SEE PG 1 FOR CONTACT INFORMATION NOTE IF THE RIM TO INVERT ELEVATION EXCEEDS 5 FEET THEN A TYPE 2 MANHOLE WILL BE REQUIRED. NOTE ALL PERVIOUS AREAS TO MEET POST CONSTRUCTION SOIL QUALITY AND DEPTH PER COE STD SD-642. I111reld:� ALL PORTIONS OF THE RETAINING WALLS (FOOTINGS, DRAINAGE ETC.) SHALL BE LOCATED ON THE SUBJECT SITE AND NOT IN THE CITY RIGHT OF WAY. BUILDING DEPARTMENT CONSTRUCTION NOTES 1. NO EXCAVATION OR FILL IS AUTHORIZED TO ENCROACH UPON A NEIGHBORING PROPERTY WITHOUT EXPLICIT AUTHORIZATION BY THE ADJACENT PROPERTY OWNER. 2. ANY CAST -IN -PLACE RETAINING WALL 4 FEET AND GREATER, MEASURED FROM TOP OF WALL TO TOE, OR ANY RETAINING WALL THAT HAS A SURCHARGE ON IT, SHALL HAVE A SEPARATE BUILDING PERMIT AND BE DESIGNED BY A LICENSED ENGINEER. 3. A SEPARATE DEMOLITION PERMIT IS REQUIRED PRIOR TO REMOVAL OF ANY EXISTING STRUCTURE(S). GENERAL INFILTRATION SYSTEM NOTES 1. THE INFILTRATION TRENCH MUST BE CONSTRUCTED LEVEL AND PARALLEL TO EXISTING CONTOURS. NATIVE VEGETATION SHALL BE MAINTAINED DOWNHILL OF THE INFILTRATION TRENCH AS MUCH AS POSSIBLE. 2. TRENCH LOCATION IS SCHEMATIC AND ALIGNMENT SHALL BE FIELD ADJUSTED TO MATCH EXISTING CONTOURS AND TO AVOID TREES. 3.IN THE EVENT OF ADJACENT TRENCHES, A MINIMUM OF 5' SEPARATION SHALL BE PROVIDED. 4. A MINIMUM OF 6" OF SOIL COVER SHALL BE PROVIDED OVER TRENCH. 5. TRENCHES SHALL BE FILLED WITH UNIFORMLY GRADED WASHED GRAVEL WITH NOMINAL SIZE FROM %" TO 1 X" DIAMETER. 6. TRENCH TO BE CONSTRUCTED IN ACCORDANCE TO THE DETAILS, ELEVATIONS, AND GEOMETRIC DATA PROVIDED. CHANGES TO THE CONFIGURATION OR LAYOUT SHALL BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. 7. THE INFILTRATION SYSTEM SHALL NOT BE PLACED INTO OPERATION UNTIL SITE WORK IS COMPLETED AND THE SITE IS COMPLETELY STABILIZED (I.E. WELL ESTABLISHED GRASS, STRUCTURES COMPLETED, AND GRAVEL DOWN, PARKING PAVED, ETC.). 8. USE OF THE INFILTRATION SYSTEM PRIOR TO COMPLETELY STABILIZING THE SITE IS LIKELY TO REDUCE THE CAPACITY OF THE SYSTEM TO PERFORM AS DESIGNED. STORM DRAIN GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. BEFORE ANY CONSTRUCTION MAY OCCUR, THE CONTRACTOR SHALL HAVE PLANS WHICH HAVE BEEN SIGNED AND APPROVED BY THE CITY OF EDMONDS PUBLIC WORKS DEPARTMENT, OBTAINED ALL CITY, COUNTY, STATE, FEDERAL AND OTHER REQUIRED PERMITS, AND HAVE POSTED ALL REQUIRED BONDS J. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF EDMONDS PUBLIC WORKS STANDARD PLANS AND POLICIES AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). 4. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL, ALL CHANGES SHALL BE SUBMITTED TO THE CITY. 5. A COPY OF THE APPROVED STORM WATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 6. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE SATISFACTION OF THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 7. THE CITY REQUIRES A MINIMUM OF 2' OF COVER OVER PIPES LOCATED IN DRIVEABLE AREAS AND A MINIMUM OF 1' OF COVER UNDER LANDSCAPE AREAS. 8. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEMS SHALL BE IN ACCORDANCE WITH THE APWA STANDARD SPECIFICATIONS 9. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT DENSITY IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT DENSITY IN UNPAVED AREAS ALL PIPE ZONE COMPACTION SHALL BE 95 PERCENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, CONFINED SPACE PROTECTION, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. 11. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING UTILITY LOCATIONS WHETHER OR NOT THESE UTILITIES ARE SHOWN ON THE PLANS. THE CONTRACTOR SHALL EXERCISE ALL CARE TO AVOID DAMAGE TO ANY UTILITY. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE CITY CONSTRUCTION INSPECTOR AND ANY NOTE.• DESIGN OF R CHANGES REQUIRED SHALL BE APPROVED BY THE DEVELOPMENT ENGINEER PRIOR RETAINING WALLS BY TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. OTHERS 12. THE UNDERGROUND UTILITY LOCATION SERVICE SHALL BE CONTACTED FOR FIELD TOP OF RAIL 42" I LOCATION OF EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. THE OWNER OR ABOVE ALLEY PAVEMENT I HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS FOR UTILITY LOCATION IN SNOHOMISH COUNTY, CALL 811. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT UTILITY LOCATES ARE MAINTAINED THROUGHOUT TOP OF WALL 24" 2' THE LIFE OF THE PROJECT. ABOVE ALLEY PAVEMENT ELEV477ON 13. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED 2' ABOVE ORIGINAL GRADE ROADWAY SHALL BE BACKFILLED ONLY WITH 5/8" MINUS CRUSHED ROCK AND RETAINING WALL 10'MECHANICALLY COMPACTED ( UNLESS OTHERWISE APPROVED BY THE CITY.) CUTS MAXIMUM RETAINING HEIGHT (PLUS 2' INTO THE EXISTING ASPHALT SHALL BE NEAT LINE CUT WITH SAW OR ABOVE FOR VEHICLE JACKHAMMER IN A CONTINUOUS LINE. A TEMPORARY COLD MIX PATCH MUST BE PROTECTION) a. ALLEY PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT DRIVING MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL MATCH EXISTING ;. SURFACE HOUSE " ASPHALT ROADWAY THICKNESS WITH A MINIMUM THICKNESS OF 2 . 3' WIDE 6" WALL ACCESS PATH DRAIN 14. ALL DAMAGES INCURRED TO PUBLIC AND/OR PRIVATE PROPERTY BY THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION SHALL BE PROMPTLY - REPAIRED TO THE SATISFACTION OF THE CITY CONSTRUCTION INSPECTOR BEFORE PROJECT APPROVAL AND/OR THE RELEASE OF THE PROJECT'S PERFORMANCE SECTION A -A BOND. NTS 15. GROUT ALL SEAMS AND OPENINGS IN ALL INLETS, CATCH BASINS, AND MANHOLES. c-, JOB No.