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23920 104 AVE-APPROVED CIVIL PLANS.pdf# 1,1111-ww'41'.1ig, 41` THE SOUTHEAST QUARTER OF THE SOU774EAST QUAR7ER OF THE NORTWtEST. QUARTER OF THE SOUTHWEST QUARTER OF SEC77ON 36, TOWNSHIP 27 NOR RANGE 3 EAST WA4., IN SNOHOA41SH COUNTY, WASHINGTON; EXCEPT THE NORTH 180 FEET THEREOF, AND EXCEPT 7HE EAST 30 FEET AND 7HE SOUTH 20 FEET THEREOF. TOGETHER W77H THE EAST 41.00 FEET OF THE SOUTHWEST QUARTER OF THE SOL17HEAST QUAR7ER OF THE NOR7HWEST QUARTER OF THE SOUTHWEST QUA R TER OF SEC 77ON 36, TO WNSHIP 2 7 NOR TH, RA NGE 3 EA S T W M., IN SNOHOMISH COUNTY, WASHINGTON; EXCEPT THE NORTH 180 FEET THEREOF, AND EXCEPT THE SOUTH 20 FEET THEREOF BASIS OF BEARINGS MONUMEN TED CEN 7ERLINE OF 104 TH AVE. W, AS PER THE RECOM-1, OF SURVEY FOR BECKS FUNERAL HOME (AFN 200705215142) DATUM L,IrR 77CAL DA 7UM. NA V9 88 ORIGINA 77NG BENCHMARK., CASED, W5DOT 3- BRASS DISK W1 PUNCH, LOCA TED ON 196 TH ST SW APPROX. 200' WEST OF 76 TH AVE W ID# GP31524- 77 ELEV = 414.43' STE BENCHMARK (79M). TOP OF RAIL ROAD SPIKE IN EAST SIDE OF POWER POLE LOCA 7ED IN THE N.E. CORNER OF SITE ELEV = 33753' SURVEYOR'S �LOTES 1) TopOGRApH y INFORMA 77ON PRO WDED 8 Y ORCA LAND SUR VEWNG, INC. L OCA 77ON OF OFF- 51 7E FEA 77JRES & TOPOGRA PH Y IS A PPROXIMA 7E. 2) THE UNDERGROUND U77LI77ES ARE APPROXIMA 7E. 7HE LOCA 77ONS, AS SHOWN ON THIS PLAN, WHERE DRA WN PER FIELD LOCA TED PAINT MARKS AND AVAILABLE RECORDS. llll�v p m1porm PROJECT CLASSIFICATION PROJECT CLASSIF7CA770N.- LARGE SITE PROJECT (1.03 AC) EDMONDS WA 7ER SHED DEER CREEK FLOW CON7ROL STANDARD. ON-517E INFX 7RA 77ON BMP PROJECT SHALL MEET 774E MINIMUM REQUIREMEN7S PER ECDC 18.30 AND S TORM WA 7ER SUPPLEMEN T (SEE HA NDOU T E72). SEE PROJEC T DRA INA GE REPORT OF ADD177ONAL EVALUA 770N. .......... - - - - - - - - - - - - - - - - - - -7� - - - - - - 240TH - - - - - ST SW - - - - - - - - N 88'06'47" W JJZ87' - - - - - - - - - - - - - - - - — - - - - - - - - - - — - - - - - - ...... ..... . FOR ALLEY ENCROACHMENT SHALL BE -n A, A CCEP APPROVE TED BY COUNCIL BEFORE FINAL CONS7RUC77ON AL WLL BE GRAN7ED. . . . .... APPROV HATCHED AREA) (CROSS SHEETINDEX ROAD & STORM DRAINAGE PLANS cc I SANITARY SEWER & WATER PLANS "AMD) 1 CV-01 COVER SHEET 1 SW-01 COVER SHEET 2 GN-01 GENERAL NOTES & LEGEND 2 SW-02 SANITARY SEWER& WATER PLAN 3 EC-01 EXISTING CONDITIONS MAP 3 SW-03 SANITARY SEWER & WATER DETAILS 4 TP-01 CLEARING, GRADING & TESC PLAN 5 TD-01 GRADING & TESC NOTES & DETAILS 6 AL-01 ALIGNMENT PLAN 7 CU-01 COMPOSITE UTILITY PLAN 8 RS-01 ROAD & STORM DRAINAGE PLAN 9 RP-01 ROAD & STORM DRAINAGE PROFILE & SECTIONS 10 RO-01 ROAD & STORM DRAINAGE DETAILS tggi I, A SEpARA 7F RIGHT -OF- WA Y CoNS7RUC77ON PERMIT IS REQUIRED FOR ALL WORK Ki THIN THE CITY RIGH T- 0 r"- WA Y. A RO W PERMI T APPLICA 77ON W TH C ON 7RA C TOR S SIGNA TURE SHALL BE PRO WDED To THE CITy PRIOR To ISSUANCE OF CIWL CONS7RUC770N PLANS VICINITYMAP SCALE. I"= 2000' SCALE. 1 30' 0 15 30 60 1 WNW womw "EMMM09 "MMMON9 1 16531 13TH AVE W, SUITE Al 08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW,RAMENGINEERINGINC.COM E47 all no Z PROJECT TEAM OWNER /APPLICANT SURVEYOR Z W*ft SELECT HOMES ORCA LAND SURVEYING Z 165J1 lJ7H AVENUE W #A 107 3605 COLBY AVENUE LYNNWOOD, WASHINGTON 98037 EVERETT, WASHINGTON 98201 (425) 299-2600 (425) 259-3400 5 EMAIL: C8PIERCEOCOUCAST NET EMAIL: JACKOORCALSI.COM CONTACT CRAIG PIERCE CONTACT JACK TURPIN CIVIL ENGINEER PLANNER RAM ENGINEERING, INC. LAND RESOLU77ONS 16531 lJ7H AVE W, SU17E A108 3605 COLBY AVENUE LYNNWOOD, WA 98OJ7 EVERETT, WASHINGTON 98201 (425) 678-6960 (425) 258-44J8 k EMAIL: R06L ORA MENGINEERINGINC. COM EMAIL: LANDUSEONWINKCOM CONTACT- ROB L. LONG, PE CONTACT RYMCOUFFY 4A & Ah, SITE DATA S17E ADDRESS: 104 7H AVE. W, EDMONDS, WA 98026 TAX PARCEL ID NUMBER. 27OJ360030JO00 & P7N 0045270000500 SITE A CREAGE.- 44,792 SF (1. OJ A C) EXIS77NG ZONING. RS-8 k PROPOSED ZONING: RS-8 4 NUMBER OF L07S PROPOSED: 4 ;t PROPOSED USE- SINGLE-FAMIL Y RESIDENTAL AGENCIESIUTILITIES JURISDICTFON CITY OF EDMONDS Q WA TER DIS 77?1C T OL YMPIC VIEW W4 TER & SEWER DIS7RIC T :t SEWER DlS77?1CT OLYMPIC WEW WA TER & SEWER DIS7RIC T SCHOOL DIS7RICT EDMONDS SCHOOL DIS7RICT NO. 15 FIRE DIS 77?1C T SNOHOA41SH COUNTY FIRE DIS 7RIC T NO. 1 Q 7FLEPHONE FRON 77ER COMMUNICA 71ONS ELEC7RICAL SNOHOMISH COUNTY PUD NO. I GAS PSE CABLE COMCAST qcd S�&Z)aw 3 k ad WA S 0 9A ,;*36608 12 PL N 20150001 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DA7F.- Z-9t I I co a r. V� or�,� 07YJEN DIWS*-� VAM ENGINEER. DRA K04 B Y- MIKE MORRIS 'ISSUE DA TE:- SCALE. 312,� 116 AS N07ED JOB NO.* 15-007 SHEET- CV-01 -SHT OF 10 E 3E. W.M. RAM ENGINEERING, INC. Civil Engnieering / Land Planning GENERAL NOTES 1. ALL MA 7ERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDA40NDS STANDARD PLANS AND DETAILS, THE FOLLOWNG SPECIFICA 77ONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULA TONS. - CURRENT IN 7ERNA 77ONAL BUILDING CODE (18C) - 2014 WSDOTIAPWA STANDARD SPECIFICA 77ONS FOR ROAD, BRIDGE AND MUNICIPAL CONS7RUC770N - WA SHING TON S TA 7E DEPA R 7MEN T OF ECOL OG Y 5 TORM WA 7ER MANA GEMEN T MANUAL FOR THE PUGET SOUND BASIN (CURREN T EDI 77ON) 2.STANDARD PLAN AND TYPE NUMBERS INDICA 7ED ON THESE DRA KINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NO7F-D 6THERmsE IF M"114211Z -V FAMA a- i �j-' 7 AM ;411=' A All HAWAKFAIrt- L #11I milm"Hwolliffifflim 'AMA 8.CON7RACTOR SHALL LOCATE AND PR07ECTALL U77LI77ES DURING CONSTRUCRON AND SHALL CONTACT 7HE UNDERGROUND U77LI77ES LOCA 77ON SEROCE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCRON. 9. CON7RACTOR SHALL VERIFY ALL COND177ONS AND DIMENSIONS A T THE PROJECT S17E BEFORE STAR77NG WORK AND SHALL NOTIFY 0 KNER'S REPRESEN TA 77 VE OF A N Y DISCREPA NCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMA IF AND MA Y CHANGE DUE TO FIELD COND177ONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF 774E GE07ECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF NTH THE CONTTNTS THEREOF. ALL S17E WORK SHALL BE PERFORMED IN S7RICT COMPLIANCE NTH THE RECOMMENDA 77ONS OF THIS REPORT 12. S7RUC7URAL FILL MA TERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDA 77ONS OF THE PROJECT GE07ECHNICAL REPORT 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFIL7RA 77ON OR PERWOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEA 7ED AND PROTEC7ED AT ALL 77MES FROM COMPAC77VE AC77WTIES (i.e. HEA VY EQUIPMENT, STOCKPILING). 14. MANHOLES, CA TCH BASINS, U77LI77ES AND PA VEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NA 77VE SOIL OR COMPACTED S7RUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MA 7ERIAL IS PRESENT A T SUBGRADE ELEVA 77ON, REMOVE AND REPLACE NTH COMPAC7FD S7RUCTURAL FILL PER GE07ECHNICAL REPORT 15. SEE SURVEYAND ARCH17ECTURAL DRAKINGS FOR DIMENSIONS AND LOCA77ONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXIS 77NG St IF FEA 7URES. 16. SEE ARCHI 7EC 7URAL DRA KINGS FOR PERIMETSR FOUNDA 77ON DRAWS FOUNDA 77ON DRAINS SHALL BE �`NDEPENDEN T OF 0 THER SITE DRAIN LINES AND SHALL BE 77GH7LINED TO THE STORM DRAIN SYS�040E� ON THE PLANS. 1 Z A LL REQUIRED S TORM WA 7ER FA CILI 77ES MUS T BE CONS 7RUC TED A ND IN OPERA 77ON PRIOR TO INS TA LL A 77ON OF A N Y PA VEMEN T UNLESS 077-IERMSE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIME]TER FOUNDA 77ON DRAINS, CATCH BASINS AND OTHER EX7ERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS N07ED OTHERNSE. 19. ALL F0077NG DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTSM DOWNS7REAM OF 77-IE Sf TE S TORM WA 7ER DE 7EN 77ON S YS TTM 20. CON7RACTOR SHALL OBTAIN AND PA Y FOR ALL PERMITS REQUIRED FOR )NSTALLA 77ON OF ALL S17F IMPROVEMENTS INDICA TSD ON 77-IESE DRA KINGS 21. A SEPARATE IRRIGA77ON PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO FWAL CONS7RUC770N ACCEPTANCE, PROWDE TO THE CITY WA 7ER QUALITY TECHNICIAN, A COPY OF THE BACKF7-0W TEST REPORT TEST REPORT5 CAN BE FAXED TO 425-744-6057 OR EMAILED TO LLUAYLMURP A.OV. BACKFLOW 7ES77NG SHALL BE COMPLETED dML2yQNoW BY THE OWNER ANNUALLY 7HEREAF7ER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF S17E SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTFON COND177ON IN ACCORDANCE NTH APPROPRIATE REQUIREMENTS AND STANDARDS 2J. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVEN77ON OF ON- S17E EROSION AF7ER THE COMPLE77ON OF CONS7RUC770N. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. 7HE CONTRACTOR SHALL KEEP OFF-SITF STREETS CLEAN AT ALL 77MES BY SWEEPING. WASHING OF THESE STREETS KILL NOT BE ALLOWED WTHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT BOTH EXPORTAND IMPORT OF SOIL AND ROCK MA7ERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVA 77ONS SHOWN. 2Z FINISHED GRADE SHALL SLOPE A WA Y FROM BUILDING WALLS A T MINIMUM 5X SLOPE FOR A MINIMUM DISTANCE OF 10 FEET I A =w9=49"A" am 29. CON7RACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WA TER SERWCE INTERRUPRONS, HYDRANT SHUTOFFS, STTEET CLOSURES OR OTHER ACCESS RES7RIC77ONS. CON7RACTOR SHALL NOT RELOCA IF OR ELIMINA IF ANY HYDRANT5 WTHOUT FIRST OBTAINING WRIT7EN APPROVAL FROM THE FIRE MARSHAL 30. COORDINA IF AND ARRANGE FOR ALL U77LITY CONNEC77ONS, U77LITY RELOCA TIONS ANDIOR SERWCE INTERRUPPONS NTH THE AFFEC7ED OWNERS AND APPROPRIA TF U77LITY COMPANIES. CONNEC77ONS TO EXIS77NG U77LI77ES SHALL BE MADE ONLY NTH ADVANCE WRIT7EN APPROVAL OF THE AU77-IOR177ES GOVERNING SAID U77LI77ES. 31. ALL U77LI77ES SHALL BE PLACED UNDERGROUND. 32. EXIS77NG U77LITY LINES IN SERV4CE WHICH ARE DAMAGED DUE TO CONS7RUC77ON WORK SHALL BE REPAIRED AT CONTRACTM5 EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWVER�3 REPRESENTA 77VE PRIOR TO BACKFILLING. JJ. NEW U77LITY LOCA 77ONS ARE GENERALL Y SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICA 70, LOCA 77ONS MA Y BE SCALED FROM DRA KINGS FIELD ADJUSTWENTS SHALL BE APPROVED BY OWNER�5 REPRESENTA 77VE AND CITY J4. FIELD STAKE ALL U77LITY STUBS AT 77-IE PROPERTY LINE. J5. 7RENCH BACKFILL OF U77LI77ES LOCA TED WTHIN THE Cl TY RIGH T-OF- WA Y SHALL BE COMPACTED TO 95% COMPAC77ON TEST REPORTS SHALL BE PRO WDED TO THE CITY PRIOR TO PA VING. J6. WHERE NEW PIPE CLEARS AN EXISTING OR NEW U77LI TY B Y 6" OR LESS, PLACE POL YETHYLENE PLAS77C FOAM AS A CUSHION BETWEEN 7HE U77LI77ES. J7 TI 77 W TH TH SEE MECHANICAL DRA KINGS (WHERE APPLICABLE) FOR CON RNUA T70N OF SI IF U Ll ES IN E BUILDING. 38. SEE ELECTRICAL DRA KINGS (WHERE APPLICABLE) FOR EXTERIOR ELEC7RICAL WORK. J9. SEE LANDSCAPE DRA WNGS (WHERE APPLICABLE) FOR 51 7E IRRIGA 770N SYSTEM, 40. PIPE MA 7ERIAL AND SIGNAGE SUBMITTALS SHALL BE PROWDED TO CITY ENGINEERING D1V4SfON FOR APPROVAL PRIOR TO Z) INSTALLA 77ON. EXISTING FEATURES PROPOSED FEATURES - - - - - - - FLOW MONUMENT STORM DRAIN PIPE ROCK CHECK DAM - - - - - - - CURB EX REBAR ------------- ROOF & F0077NG DRAIN TEMPORARY STAND PIPE - - - - - - - ASPHALT REBAR --- - --- DI TCH CATCH BASIN - - - - - - - CONCRETE SURFACE FLOW PROTEC77ON - - - - - - - GRA �EL + SECTION RIPRAP PAD ROOF C--� QUARTER SECTION TYPE ICB CONSTRUCTION ENTRANCE DRIP LINE EX MONUMENT TYPE // CB FILTER FENCE SURFACE FEATURES CONSTRUC77ON FENCE 'Z-/-/Z1-Z1-Z1-,1- BUILDING FOOTPRINT 0 CATCH BASIN, TYPE I PIPE FLOW LIMITS OF CLEARING EDGE OF WETLAND @ CA TCH BASIN, TYPE CULVERT END INTERCEPTOR SWALE ..................... WE77-AND BUFFER < SO PIPE FLOW STORM CLEANOUT ------------- SA WCU T YARD DRAIN EA SEMEN T @ YARD DRAIN RIPRAP PAD BUILDING FOOTPRINT ----SD- STORM DRAIN PIPE 0 STORM CLEANOUT - - - - - - - BUILDING SE78ACK ----SS- SEWER MAIN STORM CULVERT END SEWER MAIN FENCE ----FM- SEWER FORCE MAIN SEWER SERWCE ----W- WA TER MAIN 0 SEWER MANHOLE WATER MAIN RETAINING WALL --OHP- AERIAL POWER LINE 0 SEWER CLEANOUT (31 SEWER MANHOLE C)C3CC3ICU--KD= ROCKERY p ---- BURIED POWER LINE < SS PIPE FLOW 4 PIPE FLOW MAILBOX ----G- GAS MAIN --C- BURIED CABLE SEWER STUB 0 SEWER CLEANOUT -AL SIGN -TV- BURIED TV @ SEPTIC LID N- WA TER METER 'A" T STREET LIGHT - 0 TV AERIAL TV Q FIRE HYDRANT M- IRRIGA T70N MEIER ---T- BURIED TELEPHONE LINE M-- WATER METER FIRE HYDRANT SLOPE DAGGER -0HT-- ---P/T---- AERIAL TELEPHONE LINE BURIED POKERITELEPHONE m GATE VALVE FIRE DEPT CONNEC77ON (FDC) -- 0H PT- AERIAL POKERITELEPHONE WA TER MANHOLE AIRIVAC RELEASE VALVE GRA VEL ---OHU -- AERIAL UTILITIES IV AIRIVAC RELEASE VALVE BLOW OFF T VEMEN T - -----F 0- BURIED FIBER OPTIC CABLE A SPHA L PA ------- - - X - WIRE FENCE 0- BLOW OFF 3H[ GA TE V4, L' VE ---0--- CHAINLINK FENCE 9 IRRIGATION METER TEE W/ CONC BLOCKING F777 I SIDEWALK ---El- BOARD FENCE IRRIGATION VALVE BEND W/ CONC BLOCKING DITCH OR SWALE WA TER WELL RES7RAWED JOINT RETAINING WALL Z� HOSE BIB REDUCER ROOKERY -0- POWER POLE 3=4 SLEEVE ASPHALT E- GUY ANCHOR # COUPLING CONCRETE STREET LIGHT 19 DETECTOR CHECK VALVE POLE LIGHT POST INDICATOR VALVE (PI V) GRA VEL POWER VAULT KETLAND TRANSFORMER �,W POWER METER MAIL BOX Z JUNCTION BOX SIGN FO-1 GAS METER BOLLARD M GAS VALVE CONIFEROUS TREE OF E3 FIBER OPTICS MANHOLE TV RISER DECIDUOUS TREE =T TELECOMM VAULT TELECOMM RISER CONIFEROUS TREE TO BE SA VED TELECOMM JUNCTION BOX TRAFFIC SIGNAL DECIDUOUS TREE TO BE SA VED m 16531 13TH AVE W, SUITE Al 08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM f4 am on '01 rom ENGINEER. - 4% DRAWN B Y- WKE MORRIS ISSUE DA 7E. SCALE 3/2,51el 6 AS NOTED JOB NO. 15-007 I-SHEET- GN-01 SHT 2 OF- 010 .E Z-1Z-/Z-1ZZ1-1,�Z1-1- BUILDING FOO TPRIN T ----SD- STORM DRAIN PIPE ----SS- SEWER MAIN ----FM- SEWER FORCE MAIN ----W- WATER MAIN - - - - OHP- AERIAL POWER LINE P- BURIED POWER LINE ----G- GAS MAIN ----C- BURIED CABLE - - - -TV- BURIED TV ----T- BURIED TELEPHONE LINE -P/T- BURIED POWERITELEPHONE FO- BURIED FIBER OPTIC CABLE E3 CATCH BASIN, TYPE I @ CATCH BASIN, TYPE H < SD PIPE FLOW @ YARD DRAIN 0 STORM CLEANOUT STORM CULVERT END 0 SEWER MANHOLE 0 SEWER CLEANOUT < SS PIPE FLO W JC( FIRE HYDRANT 03-- WATER METER m GATE VALVE -0- POWER POLE E- GUY ANCHOR STREET LIGHT POWER VAULT On GAS METER GAS VALVE MAIL BOX n SIGN CONIFEROUS TREE 0 DECIDUOUS FREE a off-Immon SCALE. 1 20' 0 10 20 41 6mmm" --6=mmmmi I "mmmmq - ----] IEGAL DESCRIPTION IMF SOUPAEAST QUARTER OF 7HE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUAR7ER OF SEC77ON 36, TOWNSHIP 27 NORTH, RANGE JEAST WM., IN SNOHOMISH COUNTY, WASHINGTON; qCEPT 7HE NORTH 180 FEET THEREOF; I AID EXCEP T THE EA S T JO FEE T A ND THE SOU TH 20 FEE T THEREOF TdGE7HER WTH THE EAST 41.00 FEET OF THE SOUTHWEST QUARTER OF THE SOU7HEAST QUAR 7ER OF' 7HE NOR THWEST QUAR 7ER OF THE SOUTHWEST Qdot'47ER OF SEC77ON J6, TOWNSHIP 27 NORTH, RANGE J EAST WM., IN SIVC*� COUNTY WAS�MGTON, EXCEPT THE NORTH 180 FEET THEREOF, AND EXCEPT THE SOUTH 20 FEET THEREOF. BASIS OF BEARINGS MONUMEN TEO CEN 7ERL INE OF 104 TH A VE. W, AS PER 7HE RECORD OF SURVEY FOR BECKS FUNERAL HOME. (AFN 200705215142) j4mm VER 77CAL DA 77-ft NA W 88 CIRIGINA 77NO BENCHMARK - CASED, WSDO T 3' BRASS DISK W/ PUNCH, LOCA TED ON 196 TH ST SW APPROX. 200' WEST OF 76TH A VE W /D# GP31524— 77 ELEV = 414.43' -09TE BENCHMARK (TBM).� TOP OF RAIL ROAD SPIKE IN EAST SIDE OF POWER POLE LOCA TED IN THE N. E. CORNER OF St 7E. ELEV = JJZ53' ,SURVEYORYS NOTES 1) TOPOGRAPH Y INFORMA 77ON PRO WDED B Y ORCA LA NO SUR VE'aNG, INC. LOCA 77ON OF OFF—Sf 7F FEA 7uRES & TOPOGRAPHY IS APPROXIMATE. 2) THE UNDERGROUND U77U77ES ARE APPROXIMA TE. THE LOCA 77ONS, AS SHOK'N ON THIS PLAk *HERE DRAWN PER FIELD LOCA TED PAINT MARKS AND A VAILABLE RECORDS. moll 16531 13TH AVE W, SUITE Al 08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM 10., I:z Q- I C:� loll an Aft 1k ry L A;� � �0 "0' 38508 ENGINEER. - ROB L. LONG, PE DRAW BY- PL N 20150001 MIKE MORRIS ISSUE DA TE. SCALE. APPROVED FOR CONSTRUCTION 3125116 AS N07ED CITY OF EDMONDS JOB NO. 5-007 1 DAM Call 2, Working Days Before You Ct SHEET- 811 or 1-800-424-5555 8 y- EC-01 Ufflies Underground Location Center N ING L ---- .111 SHT 3 OF 10 10 SCALE: 20' APPROVED FOR CONSTRUCTION CITY OF EDMONDS Ap DAM ` � ' an Air - K AM AM ENGINEERING, INC. Civil Engnieering / Land Planning jar ff A 'd;f A ri if I Lo FILTER F-,BRtC--- SECURED TO 2" X 21 FAE11I 14 GA, Wl-,E EQUAL 2' X 2 . . . . . WOOD OR EQUIVALENT PLACE 3/4'-1,5" WASHED GRAVEL IN THE TRENCH AND ON BOTH SIDES OF FILTER FABRIC FENCE ON THE SURFACE, 0i FILTER FAERIC MATERIAL IN 7 CON INOUS ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. WIRE MESH SUPPORT FEN�E lu SUPPORT FILTER FAMIC. — — — — — — — — — — BURY BOTTOM OF FILTER MATERIAL 8' TO 12' I L 6' MAX� L1\ Li 2' X 2' WOOD POSTS OR EQUIVALENT CONTIRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TO INSURE PROPER EROSION CONTROL, Comm C ITY CITY, OF REVISIONS APPROVED BY WE D. GEBERT 10/06/03 D. GEBERT 05/19/05 D. GEBERT 05/05/06 DATE lo'5C:,"M krIM141"KmW I rMICK111 IN �s MIR 5' MIN, RADIUS QUARRY SPALLS 2-4' MIN DIA 8'-12' MIN, DEPTH 'C' 0, PROVIDE FULL WIDTH OF INGRESS/ EGRESS AREA D. GEBERT tO/6/03 2.5' (AWN) 112 HEIGHT FILL 115 HEIGHT CUT A Ar z r I 16531 13TH AVE W, SUITE Al 08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM r SW 114, SEC 36, TWP 27N f ROE 3E. W-M_ DRAINAGE & U77LITY m N 88IM57' W 367.83' 4+67.83 0.00' 3+00 J' END ACCESS ROAD 2+00 ------------------ SAWCUTLINE FINAL JOINT SHALL BEA NEAT STRAIGHT [R= LINE AND ALL EXPOSED EDGES SHALL BE 1 R=10' TACKED NEA TL Y WITH WSDOT STANDARD SPECIFICA 77ONS 5 —04.J(J)A APPROVED TACK U77LITY 0 APPROVED EQUAL. R 10'JOINT EASEMENT TYP Nib LAJ LAJ 4* 3 2 (3 Joli TRACT 998 J OPEN SPACE, ACCESS, 10'PRIVA 7E SANITARY DRAINAGE & U77LI77ES SEWER EASEMENT PROPOSED MAILBOX LOCA 77ON PER DETAIL, b SHEET RD —01 W — — — — — — — — — vip . . .. . ... IV—— — — — — --- — — — ...... .... .. ........ 240TH ST SW E, "A 'N-1 20 SFR ... . .... ........ ... .......... . .......... - - - - - - - - - . . . . — — — — — — — — — — — — — — — — — — — — — --- *FIRE PROTECTION NOTE DWELLINGS ON L07S 3 AND 4 SHALL BE PROWDED NTH NFPA 1J-D nRE SUPPRESSION SYS7EMS SCALE: 1 20' 11 10 20 40 1 1 "Emmmol FMMMNM9 PL N 20150001 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE. — 212 111,9 L", m 16531 13TH AVE W, SUITE Al 08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM FA ok gm ENGINEER: DRAWN BY - MIKE MORRIS ISSUE DA7E. SCALE.- 3125116 AS N07ED SHEET - ON" FA "i SHT 6 OF 10 � Ilk I Z� Q� :Z) (z (N q) ssmH 5 ssmH -6 'I ��kW=M 12' WIDE x 52' LONG INFIL MA 77ON MENCH WITH 8"PERF. PIPE -F 6- SO 4 1 3 (4- TOTAL) j TRACT 999 RIVATE ROAD ACCE3K, TIBLOMY DRAINAGE & U77L/TY N 88*09V" W JJ782' INT 1+00.00 MACT 999 PA i(j+uu.uv ludtfn Am ry 2+00 t G G 10'JOINT U77LITY EASEMENT (TYP) uml 'JOINT UTLIT 10 y ;t EASEMENT (TYP) Issco TQj k. - - - - - - - - - - - - ------------- SCALE. 1 20' 0 10 20 41 1 6mmmml 6mmmml "mmmmmm "mmmom I 0 fob CITY OF EDMONDS WE- <��k zli 1. t�' � Im RAM ENGINEERING, INC. Civil Engnieering / Land Planning 16531 13TH AVE W, SUITE Al 08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEER[NGINC.COM 111111111 mom ENGINEER: ROB L. LONG, PE DRAWN BY. MIKE MORRIS ISSUE DA TE. SCALE. 3125116 AS NOTED JOB NO. 15-007 Sl CU-01 SHT 7 OF 10 _ STORM DRAIN CLEAN SCHEDULE FOOTING DRAIN NOTE Call 2 Working Days Before You Dig Utilities Underground Location Center UZ CITY OF EDMONDS 16531 13THAVE YK SUITE AwD8 LYNNWO0D.wA 98037 PHONE VVWW.RAMENG|NEER|NG|NC.CVM STORM DRAIN CLEAN SCHEDULE FOOTING DRAIN NOTE Call 2 Working Days Before You Dig Utilities Underground Location Center UZ CITY OF EDMONDS 16531 13THAVE YK SUITE AwD8 LYNNWO0D.wA 98037 PHONE VVWW.RAMENG|NEER|NG|NC.CVM FOOTING DRAIN NOTE Call 2 Working Days Before You Dig Utilities Underground Location Center UZ CITY OF EDMONDS 16531 13THAVE YK SUITE AwD8 LYNNWO0D.wA 98037 PHONE VVWW.RAMENG|NEER|NG|NC.CVM OEM ROB L. LONG, PE DRAWN BY. MIKE MORRIS ISSUE DA TE- SCALE. 3125116 AS NOTED JOB NO: 15-007 T. FAR �ml um Rmll Rm 4+00 3+00 2+00 1+00 im 4" MIN, COMPAVED DEPTH ASPHALT TTEA TED BA`iM f" AWN. COMPA C TED DEP TH GRA VEL BORRO W OR SUI TA BLE SUBGRZI _4A Til Aff A"1012 T 0XIVAf k*'o� To* NOT TO SCALE p r 91 m RWIAM ON , , I i 1 *0 " = IPA '94 A R-wil Rml wil Rm 8"PVC REA40VABLE PLUG 8'PVC 1" VENT HOLE PERF PIPE 8' Pvc IT— 'o I FACTORY 7EE TES 7ED TO CONFIRM A CA 77ON EXCHANGE CA PA Cl TY GREA 7ER THA N 5 ME011 DOG PRIVATE ROAD INRLTRATION TRENCH DETAIL (18 - MIN DEPTH) NOT TO SCALE 0 0 z CITY OF EDMONDS DA M- s �� 1A �� u A; r-IR 16531 13TH AVE W, SUITE Al 08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC,COM 1A 0 llqq� VERS %Zrilkv ".1 MIKE MORRIS ISSUE DA 7E.- SCALE. 3125116 i AS N07ED MAW rt� �ffi SHT OF 10 FINAL JOINT SHALL BE A NEAT HMA CLASS 112' STRAIGHT LINE AND ALL EXPOSED PC 58-22 EDGES SHALL BE TACKED NEATLY (SEE NOTE 5) WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(5)A APPROVED TACK OR APPROVED EQUAL, SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING EXISTING HMA7 in A k IC'LAC"k IT EXISTING L < MATERIAL < F 1-1/4' MINUS TRENCH WIDTH CSBC PER WSDOT[_ 9-03�9<2) IMPORT OR NATIVE MATERIAL (SEE NOTES 3&4) BACKF[LL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) 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, 1 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, IF TRENCH WIDTH EXCEEDS 6 FEET IN WIDTH, THE TOP 2' OF CSBC SHALL BE REPLACED WITH A SEPARATE 2' LIFT OF 5/8' MINUS CSTC PER WSDOT 9-03,9(3). 5, HMA DEPTH SHALL BE A MINIMUM OF 4' THICK, UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4' SHALL MATCH EXISTING, UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2'. 6. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNEFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS APPROVED JOINT SEALANT OR APPROVED EQUAL, c 'ITY 0 F E D M 0 [\�'D S, REVISIONS STANDARD DETAIL APPROVED BY a�TE E GEBERT 7/213/05 0, GEBERT 04/2/07 TYPICAL HMA AND UTILITY PATCH R, ENGLISH 10/04/tt OATE 7/24/0, SCALE NTS DwG NO. E13 82344 823 46 823 48 8 2 3 5 0 I-R-EET SIGN S'7 SIGNS SHALL BE CONSTRUCTED OF 14 GAUGE: ALUMINUM, AND THE MINIMUM WIDTH SHALL BE 12". THE ADDRESS NUMBERS SHALL BE 3" HIGH REFLECTIVE WHITE, SET ON A GREEN BACKGROUND. ADDRESS SIGNS ARE REQUIRED WHEN THE ADDRESSES CANNOT BE SEEN FROM THE STREET, SIGNS SHALL BE PLACED ON 4"X4" TREATED WOOD POST� 2" X 2" X IC' TALL UNISTRUT POSTS SHALL BE SET IN A 2' UNISTRUT SLEEVE CONCRETE FOUNDATION, MAXIMUM TRENCH — PAY WIDTH (SEE TABLE BELOW) 8' MIN 1 8' MIN NOTE: 1. MAXIMUM WIDTH OF TRENCH AT TOP PFIE 0 36" FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER 0 I.D. PLUS 18" FOR PIPE LARGER THAN 12" SEE STANDARD DETAIL E2.3 -BANK RUN GRAVEL FOR TRENCH BACKFILL (1-1/4" MINUS) CSBC PER COE MOD 9-03.19 OR SUITABLE EXCAVATED MATERIAL AS APPROVED BY CITY ENGINEER (SEE NOTE 2 BELOW) BEDD�NG MATERIAL (5/8" MINUS) CRUSHED PER COE MOD 9-03.1&k2 (SEE NOTE 2 BELOW) TABLE 1: MAX. TRENCH PATCH PAY WIDTH TRENCH DEPTH MAX PAY WI DTH 1' - 4, 11 401, 4' - 10' 60 10' - 20' 72" 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 COMPACTON OF 95% DENSITY PER ASTM D 1557. SPEED LIMIT MPH N 1 'D 1, TY*.,-,, 0 F E D M 0,]'N R=�VISIONS — STANDARD DETAIL APPROWD BY DATE D. GEBERT 07/2e/05 TYPICAL TRENCH SECTION D.GEBERT 04/02/07 DATE 7/24/01 SCALE NTS DWG Na E4.2 R. ENGLISH tC/04/tt 2'X2' UNISTRUT POST UNISTRUT SLEEVE 011� —1 �SEE DETAtL 'A' SIGNS IN SIDEVALK 2' MIN - STOP TAIL 'A' T ICAL PDST INSTALLATIL7N 2' MIN STOP z INETALLATrON BEJ�rND -rDEVALK �I �11 t� !II _�_T , Wiw STANDARD STOP SIGN SH L BE 30'X30' INSTALLATION BETWEEN PER MUTCD#Rl-l. CURB AND SIDEWALK OTHER SIGNS PER MUTCD AS PPROVED BY CITY TRAFFIC ENGINEER CITY OF E D M 0 EX A REVISIONS STANDARD DETAIL D. GEBERT 10/6/03 D, GEBERT 4/2/07 TRAFFIC STREET SIGNS DATE 7/24/01 SCALE NTS DWO NO, E8.4 LIMIT OF PIPE ZON' FOUNDATION LEVEL BEDDING MATERIAL REQUIRED PER CITY OF EDMONDS MODIFICATIONS DIVISION 9 OF WSDOT STANDARD 'IFICATICIN FOR ROAD, BRIDGE F6NICIPAL CONSTRUCTION AND OF PIPE. IPE BASE �lp N 0 T E S 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2� HAND TAMP UNDER HAUNCHES 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY E- F= 1 i I - Aft DO 16531 13TH AVE W, SUITE Al 08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM 404