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21-105289-Site Plan-10-08-2021-V1I ST NOT TO SCALE SW 341ST PL a SW 353RD ST rn SITE V) w Q N SW 1345TH N SW 344TH ST � �R�y Q S� N SW 346TH PL can J SW 347TH PL d' 1'74NI'LlIICKT,F1� Fa \ • • i_� ■ i \ •illy •\ ►• __ THESE DRAWINGS HAVE BEEN PREPARED BASED SHORT PLAT CIVIL ENGINEERING DESIGN PLANS PREPARED BY ESM CONSULTING ENGINEERS LLC. TEBALDI ENGINEERING, LLC DOES NOT WARRANT THAT THE TOPOGRAPHY SHOWN ON THESE DRAWINGS IS REPRESENTATIVE OF WHAT IS CONSTRUCTED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER TO HAVE ALL IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO WORK. LAKEHAVEN WATER AND SEWER DISTRICT SEWER PURVEYOR: LAKEHAVEN WATER AND SEWER DISTRICT EXISTING ASPHALT SURFACE ." BUILDING fl CENTERLINE ROW coo CLEANOUT Q CONCRETE SURFACE 21 �- RETAINING WALL XX— FENCE LINE (CHAIN LINK) FENCE LINE (WOOD) FIRE HYDRANT G ❑ GAS METER �Q GAS VALVE r- - J GRAVEL SURFACE FE-11 INLET (TYPE 1) LP 0 _ LIGHT POLE ►�4 MONUMENT IN CASE (FOUND) POWER (OVERHEAD) UP POWER (UNDERGROUND) G GAS LINE TMH O TEL MANHOLE POWER POLE ` POWER VAULT O REBAR AS NOTED (FOUND) • REBAR & CAP (SET) �T ROCKERY SS SEWER LINE (^_) SEWER MANHOLE I-D SIGN (AS NOTED) SD STORM DRAIN LINE TEL HH ❑ TELEPHONE HAND HOLE TEL SENTRY ❑ TELEPHONE SENTRY TEL VLr TELEPHONE VAULT TS HH O TRAFFIC SIGNAL HAND HOLE SIZE TYPE O TREE (AS NOTED) WM 2 WATER METER WV m WATER VALVE W WATER LINE POWER HAND HOLE O • 315 0.54% PROPOSED ROOF DRAIN TIGHTLINE PROPOSED STORM DRAIN PROPOSED CLEANOUT FLOW PATH PROPOSED SPOT GRADE PROPOSED GRADING SLOPE CATCH BASIN PROTECTION PERIMETER PROTECTION CLEARING LIMITS 0p Know what's below. p Call before you dig. ® Dial 811 Or Call 1-800-424-5555 LML.ITY CONFLICT NOTE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. PROPOSED ROUTE DRIB INSTALL CATCH BASIN INSERTS AT NEAREST DOWNSTREAM CATCH BASIN SW 344TH PLA EX. ROW LINE r CIVIL SITE AND TESC PLAN ENSE CEDAR (6" MIN. HEIGHT) EAVE OF FOUNDATION EX. LOT LINE LIMITS OF CLEARING (TYP.) DPOSED 30' WIDE CEMENT NCRETE DRIVEWAY TEMPORARY STOCKPILE ;ARY CONSTRUCTION ENTRANCE. SEE ON SHEET C2. TREE REPLACEMENT INFORMATION: REPLACEMENT TREES AS SHOWN ARE THE SAME SPECIES AND SIZE AS SHOWN ON THE APPROVED FINAL LANDSCAPE AND TREE REPLACEMENT PLAN DATED MARCH 23, 2021. APPROVED REPLACEMENT TREE PLAN MEETS THE REQUIREMENTS OF FWRC 19.120.130. SEE APPROVED FINAL LANDSCAPE AND TREE REPLACEMENT PLAN ON FILE WITH THE CITY OF FEDERAL WAY AND INCLUDED WITH THIS BUILDING PERMIT PACKAGE. TREE INSTALLATION DETAILS INCLUDED WITH THE APPROVED FINAL LANDSCAPE AND TREE REPLACEMENT PLAN. KgIwoimI:Ip]LI4k,Icl1011� ALL DISTURBED SOILS TO BE AMENDED PER CITY OF FEDERAL WAY REQUIREMENTS. SEE AMENDMENT NOTES ON SHEET C2. PROJECT DATA: PROJECT ADDRESS: 17XX SW 344TH PLACE FEDERAL WAY, WA JURISDICTION: CITY OF FEDERAL WAY PROJECT AREA SUMMARY: TOTAL LOT AREA = 8,296 SF PROPOSED ROOF AREA=3,108 SF PROPOSED DRIVEWAY/WALK AREA=1,410 SF TOTAL IMPERVIOUS AREA=4,518 SF APPROX. 50 CY CUT/FILL 1ff=20' 0 10 20 40 GENERAL SITE DEVELOPMENT NOTES: 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. TEBALDI ENGINEERING, LLC ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT TEBALDI ENGINEERING, LLC, TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE AUTHORITY HAVING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR OF THE AUTHORITY HAVING JURISDICTION 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, 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 CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. STRUCTURAL BMPs MUST BE ACCESSIBLE FOR INSPECTION BY THE AUTHORITY HAVING JURISDICTION DURING REGULAR BUSINESS HOURS. 12. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO TEBALDI ENGINEERING, LLC AT COMPLETION OF PROJECT. ALL PROJECTS THAT WILL CLEAR, GRADE, OR OTHERWISE DISTURB THE SITE MUST PROVIDE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) MEASURES TO PREVENT THE TRANSPORT OF SEDIMENT FROM THE SITE TO DRAINAGE FACILITIES, STREAMS, LAKES, WETLANDS, ADJACENT PROPERTIES, AND CITY STREETS. AT A MINIMUM, THE FOLLOWING TESC MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM) AND FEDERAL WAY REVISED CODE. • PRIOR TO ANY CLEARING OR GRADING, SILT FENCING SHALL BE INSTALLED DOWN SLOPE OF ALL AREAS TO BE DISTURBED. • PRIOR TO ANY CLEARING OR GRADING, DOWNSTREAM STORM DRAIN INLET PROTECTION SHAL BE INSTALLED PER THE KCSWDM. • PRIOR TO ANY DELIVERY OF MATERIALS OR CONSTRUCTION OF ANY KIND, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED. THE ENTRANCE SHALL BE A MINIMUM TEN BY TEN FEED, WITH TWO TO FOUR INCH QUARRY SPALLS ONE FOOT DEEP. • TEMPORARY AND PERMANENT COVER MEASURES SHALL BE PROVIDED TO PROTECT DISTURBED AREAS. TEMPORARY COVER SHALL BE INSTALLED IF A DISTURBED AREA IS TO REMAIN UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) OR FOR MORE THAN TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30). DURING THE WET SEASON, SLOPES AND STOCKPILES 3H:1V OR STEEPER, AND WITH MORE THAN TEN FEET OF VERTICAL RELIEF SHALL BE COVERED IF T HEY ARE TO REMAIN UNWORKED FOR MORE THAN 12 HOURS. • COVER METHODS INCLUDE MULCH, EROSION CONTROL NETS AND BLANKETS, PLASTIC COVERING, SEEDING, OR SODDING. • TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED PRIOR TO ANY CLEARING OR GRADING DURING AND AT THE COMPLETION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE APPLICANT TO MAINTAIN EROSION CONTROL MEASURES IN PROPER WORKING CONDITIONS TO ENSURE THAT NO SEDIMENT IS LEAVING THE SITE. • IF, IN THE OPINION OF THE EROSION CONTROL INSPECTOR, THE TEMPORARY EROSION CONTROL MEASURES ARE NOT INSTALLED, ARE INSTALLED INCORRECTLY, OR ARE IN NEED OF REPAIR, A STOP WORK ORDER MAY BE ISSUED UNTIL CORRECTIVE ACTION IS TAKEN. IF A REINSPECTION IS NECESSARY, A REINSPECTION FEE WILL BE CHARGED. RECEIVED 12/23/21 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT 0 _j ~O W 0— J Q Q U 1 -j 3:: J Q C, 0— m o v> Z Q E V M Q L a W � W ''^^ V) ''^^ v, X W W U CL Q _j Q A _ U U > U W r F_ v m N 0 0 00 o z • • • • • cq CC 04 qqT ,"•F i�Ali 43524 O �4 ss�O / MR�����, DNA L� 8/30/21 0 a.. N U Q N II -C z N O � _ � � N :CIE) U U U O 0 0 m o, c -Y o 3 a 2 y 0 o v a o GARRETTE CUSTOM HOMES 402 EAST 26TH STREET, SUITE 200 TACOMA, WA 98421 PHONE (253) 844-4504 CONTACT: KATIE BALL ENGINEER: TEBALDI ENGINEERING, LLC 4625 - 126TH AVENUE EAST E EDGEWOOD, WA 98372 z TEL: (206) 450-5096 0 CONTACT: CHRIS TEBALDI, P.E. U V Z W W W w ZW� � WZ �a N 00 W W��N W ^ F_ r-71 R11 Q 0 Z N T U NOTES AND DETAILS fim SLOPE ip— �-2� MIN :Z 411QU ERR SPALLS AOS DE DITCH iS �t, INSTAL OEOTE TILE AY CULVERT IDMIC 12„MI R I P ict ID'TJ I OF INGRES&EGRESS AREA TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE 10- LEE V El TNE.NCI i IN E ILT R FABRIC I t1 EICSFLICEP WIPERFORATED FIFE AT POSTS, t S i A 1%, , CAE RINGS S Old, 6!0 U I VALEM T "T 0 ATIAC H i"AtRI TO ^ "T ® GA'G IE O E IVA.t:E T, I °STAN:O R0. to— PERFORATED STUBOUT CONNECTION .s x T'(�'� SED Y� NOT TO SCALE FILTER FA ` Wo x I �. `rb.'k�y 1., x.'4.:'w 04 e 6" MAX�� .. VINI M - " TRENCH POST I N 0 A" l C t N C I, TI BACKFILL TRENCH ball NATIVE S T.IL DTI NA i I aT; I I USED OR V4" TO t:-1ga2` V114SHED GRAVEL VE Ism %iL'1 .k rtC T EN � .S C POSTS, STEEL FE:N • SHALL BE i k�T' LEU A ^ONC POSTS, R E B S.,, 0 R E0101 VALE `'T' CONTOURS WKENEVE-11 WO& I L SILT FENCE NOT TO SCALE Still Management Options Soil Management i s pre. -approved amendment rates Usinig Custom Amendment rates,* Options and 'l ur ` Phinting Beds ` urt oir p[anting brad Option 1' Not applicable-, Not applicable - Not applicable - Undisturbed areas Leave native soil Utrali t artied areas do Undisturbed areas do tic) not require soil a iiiieridi`rrew iiiiilisaut ed protect not require soil riot require soil fix) i m: action amendrnent a97iia^iidri ent Soils that have een cleAtred undgraded, acrid not covered by impervious sur ace or developed as a storm water structure, mu t be restored to 8 inches deep,, using one of the flowing Idirce options: Option 2 Amend Mix 1.75 inches of Mix inches, of U,;c online c lculiitor ,soil in place cairii ost 8 in:cbes deep coinpost 8 filches deep Option 3 Irnport, Import 8 inches of soil Import 8 inchest of soil Nit applicable topsoil Containing I"IX, con4iining, arpro . mix containing aidquate orgoni 75- O% and loan p r°ti , 60-6% sandy a n,tendment and - 5% it po t ltiaiiiii 40% compost Option 4 Stockpile Reapply l trickpiled soil Reapply t0ciileal. 1,Jse online calculator to determine site soil.reapply, and amend in place oil and amendin men inen't rite . Reapply a niiend in place with 1.75 it chi tip ` place it iili 3inches of stockpiled soil ��iial atiiiin tM in place compost, for a is^riiiipri t, for a with ai combined rnii`niniutri depth of " combined r71i iil urn i°oriilarned inininium, ginches ofsoil and t.oil'il oC st. depth of 8 'Inches ofs iI d,eptb of S inches of and conipost. sod and corn om Soil p1l idit _ s�iwliiir�t ri ar ii e mTramsrimn-ITT in Stain University test arriil � l l:ai t itUniversity a riiiii aii 1 i i art'ii i l oil irll 5.5-6.5 for neede lg based on lrlarir typesiaii�°i-iw. a gotl III] o f`15-65) f r 12/23f21 fai,�xi'i;S. ° .9liould be lalaiitlii Ile s, the PH compatible with specific *Custer am-e rri ent rates rria y lk ar i c� 1a i ii tic i� r� rii iTi u t wti P Amend en'a�leuIatur at lhi�t .f.� ai �a l :t t i fl SOIL AMENDMENT SPECIFICATIONS NOT TO SCALE airing tb Soil co J 8 W U J Q Q J IL Q p J 3,: Q 0 M m V) F Z Q E Cf J Q � W X W U a Q O Z Q Z X A U Y U W (L r U m N O p 0 O Z 9 N U N O N 0) W W O D N Z � Z I I O W Q X F_ m w I Uv=,Q �^ w C) U Z co W00 W N U Q 9 q � Cn ~ Q Q W n �R) V N r N O N 0 r7 00 WAP_5;2V1i1j1 NKi) =l11 43524 O �� F F�/STERN`" ss�oNA t ENo 8/30/21 w / co v 41 O \ U `! Z Z O U U U O N N � N p' 3 -Y � p a> 0 a C) V Q II . • _j 81 • < 13:: MW so OWN • o� 1 E Q .. z z z .0 W (N 0, C W 0 D_ 0 Cn 0 c a� CL I U c� / 0 Q �L C 0, C w 0 0 / c a� 0 0 0 �L 0 / 0 N L 0Q) o V) VpIN ��>I F.