3702 W MUKILTEO BLVD A HARBORS EDGE TOWNHOMES 2025-08-13

FIRE MARSHAL NOTES NOTES SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. NOTE: q v�n�8w 1. THE ADDRESS SHALL BE POSTED IN A PLACE NECESSARY TO EASILY LOCATE THE 1. ANY BROKEN OR DAMAGED SIDEWALK/ PUBLIC 0 NEAT LINE CUT, CLEAN, HEAT a off, ro n BUILDING AND EASILY VISIBLE FROM THE STREET FRONTING THE PROPERTY. RIGHT-OF-WAY SHALL BE REPAIRED/ REPLACED IN R.O.W. 3 AND TACK EXISTING 2. ADDRESS NUMBERS/LETTERS SHALL BE CONTRASTING WITH THE COLOR OF THE ACCORDANCE WITH CURRENT CITY OF EVERETT STANDARDS PAVEMENT EDGES WITH BUILDING, AND SHALL NOT BE OBSTRUCTED FROM VIEW AT ANYTIME. AND PER THE CITY PUBLIC WORKS INSPECTOR. 30'EX. R W SEALER CSS-1 AND SEAL 3. ADDRESS NUMBERS/LETTERS ON THE FRONT OF SINGLE-FAMILY HOME SHALL BE 2. ALL TRAFFIC CONTROL MARKINGS AND DEVICES ON INTERSECTION STA 100+60.00 17 5' WITH AR4000 AND SAND. A MINIMUM OF 4-INCHES IN HEIGHT. DRIVEWAYS WITHIN 50' OF THE RIGHT-OF-WAY SHALL BE W. MUKILTEO BLVD (17.50 RTT) SAWCUT SHALL BE MINIMUM 4. "NO PARKING-FIRE LANE-TOW AWAY ZONE PER EMC 46.28.130", METAL SIGN MUTCD COMPLIANT. STA 100+50.00 END D/W 15' 6.0' 6.0' 1-FT INSIDE THE EXISTING PLANTER SIDEWALK I EDGE OF PAVEMENT. (12"X18"), RED LETTERS ON WHITE REFLECTIVE BACKGROUND. "NO PARKING" & 3. ALL PROPOSED WALLS/ROCKERIES OVER 30-INCHES PRIVATE LOOP RD STA 100+66.00 °Hv� I 1O SAWCUT LINE FOUR-FOOT MINIMUM PAVED FIRE LANE" SHALL BE NO LESS THAN 2-INCHES IN HEIGHT. "TOW AWAY ZONE" SHALL HAVE FALL PROTECTION ALONG THE TOP. STA 20+00.00 (24.00 RTT) SECTION REQUIRED. SHALL BE NO LESS THAN 1" IN HEIGHT. "EMC 46.28.130" SHALL BE NO LESS STA 100+ 2%29.00 EWA THAN 3/4-INCH IN HEIGHT. MAXIMUM DISTANCE BETWEEN SIGNS NO GREATER (17.50 RTT) °Hvi °� 1-3% THAN 75 FEET. BEGIN D/W - w 00"1 +76.87 ------ z ° 8" WHITE BIKE w w 5. PAVEMENT MARKINGS: STA 100+23.00 _/°MP (17.5 6" CONCRETE w o J J * 6-INCH WIDE, WHITE STRIPE ON PAVEMENT °HP ° w STRIPE 5.5' FROM o ¢ J (24.0 RTT) , FRONTAGE 6" COMP DEPTH GRAVEL BORROW ¢ ¢ * FACE OF CURB o K "FIRE LANE NO PARKING" SHALL BE PAINTED IN WHITE TRAFFIC PAINT SIDEW LK r IMPROVEMENTS 0 °HP VERTICAL CONCRETE CURB WITH MINIMUM 3.5"x0.5" LETTERING '\ 3" COMP DEPTH w 3 m m * °Hv W� _ \+00 -•" AND GUTTER (PER COE 312) p p WHEN HYDRANT IS PRESENT THE "FIRE LANE NO PARKING" SHALL BE \° HMA Cl 1/2" J V! v7 p z CENTERED IN FRONT OF HYDRANT. °NP� ,�o�o \ A 100+81.87 3" COMP DEPTH M. 0 w LD 6. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL m m \ (17.50 RTT CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. EN_D IF,61 OMP DEPTH GRAVEL BORROW sa a m � 7. ALL UNITS SHALL BE EQUIPPED WITH TYPE NFPA 13D AUTOMATIC FIRE m -Ora '� ° �'m - \ ss �A FRONTAGE IMPROVEMENT - W MULKILTEO BLVD z z En SPRINKLER SYSTEMS. -°eP w `� \ _� - PUBLIC RIGHT-OF-WAY O 0 O w B. PORT CAPS TO BE PAINTED BLACK PER COE DETAIL 507. 9. PROVIDE BLUE STREET REFLECTOR(S) ON THE HYDRANT SIDE OF CENTERLINE TO Qe / 6 x9 10°+0° w P + �c,* MAJOR ARTERIAL ROAD N N O N O O INDICATE HYDRANT LOCATIONS. °"P OP 6 so \' - _ - SPE N T.S5 MPH o U U STA 97+73.66 °e w/ �o ,,J - STA 97+46.61 (18.00 RTT) J. P oreN BEGIN D/W ✓ -- ITE c /'/ s� +�q, - 31, > > n w N (17.50 RTT) °HP - - W- PROP. STOP BEGIN FRONTAGE STA 97+67.66 +� w�0-8E BIKE STRIPE, - O 1 SIGN, 1' ST 9�7 1.66 RELOC w �s IMPROVEMENTS (24.00 RTY) oNP ''OTHERS o 5.5' F OMB / BEHIND 5.0' 16' 10' m N r7 a 18.00 R s ,_ �N o SIDEWALK SIDEWALK TRAVEL LANE TRAVEL LANE STA 97+41.61 °.. O gLVD 9 _ ' w (17.50 RT) ST 7.66 AuKILTE -s� ° •' i �°"' 1' :z BEGIN TEMP _ (24.00 RTT) wesT _,- /,�' �' z o P RAMP SIDEWALK PROP s" 0 29 % `N /Qav SAWCUT e.. I = - i � I W EEp " D 12" CONCRETE 10' OT 10' 6" CONCRETE STANDARD SPCO'PECIFCATIDEp'ON M ECTIONA PER W5-04 26' 7� LANDSCAPE 6" COMP DEPTH PER WSDO a�m 2 m 6" COMP. CSBS T w BUFFER GRAVEL BORROW SPECIFICATION ATER AS�_ � 12s9• B PRIVATE LOOP RD AFN o a �" S88.42'42"E - PRIVATE ROAD-20 MPH DESIGN SPEED a',. A 1525 N.T.S. 6663 SF ss 8 _ INTERSECTION R �ss F \ - S (0 00 T)STA 10.81 25' LANDSCAPE BUFFER a:.. . 'is� 18' DRIVEWAY RAMP 0.5 4.5' 5.5 ' TYPE 3 PER CITY '. .. pp'� 2 CURB a," a a a" w`•' ..r:,, 15• 5.0' 10' 10' w J / STANDARD DWOF G. 317 129 ¢v �� I`' �399 R= 0 INSTALL CROSSWALK, SIDEWALK TRAVEL LANE TRAVEL LANE LL w0 3 •� PFc 6�2_ \ m PER DETAIL 1, .�sTER \ Q SHEET C3.1 ° 15SA3 Z� 3 2% 2y- 2% 2:1 0 oN pSR ' '` pFt\V P1E\'OOp ROPO: -y\ CONCRETE 12" CONCRETE PROPOSED WALL PARCEL 8 ? 0 I BARRIER SEE STRUCTURAL P.8 ' w* PRO _ 6" CONCRETE 26+p0 STOP CURB 6" COMP. DEPTH HMA PER DESIGN00 \ SIGN � 6" COMP DEPTH WSDOT STANDARD SPECIFICATION (,� 2 GRAVEL BORROW SECTION 5-04 J 10 5.5' I 6" COMP. CSBS PER J W H 00 CD -PR\ o��oo w�"° a 1181 SF �,FIREPLANEO" PAVEMENT PARKING- WSDOT SPECIFICATION 00 Property Line 6, 31 SF ' (s_ ,�o� <°' ; .MARKINGS AND STRIPING PRIVATE LOOP RD Z LI Q '.PER NOTES THIS SHEEP _ N 1.a e S PRIVATE ROAD-20 MPH DESIGN SPEED W ROP 15 _'' ` e. N.T.S. 3Y' `-DROP 25' 10' Q\ 565 WATER _ WATER & 2 EASEMENT I 'n= - SEWER 20' LANDSCAPE BUFFER = _ w / EASEMENT W45' 55 W10' 10' 26' 10' ACCESS I AVEL LANE TRAVEL LANE 47 TR 0 3 Q EASEMENT / 5 6 + I 1 Icn a) 301 SF `2 13' q 13' �n'p) 17 1 1 SF 5 ANDDEVLOPER SHALL SUPPLY INSTALL PER USPS SPECS TRAVEL LANE TRAVEL LANE FROM 1282 SF (2) 13 UNITS CBU. CBU 2� f-% 31 2.5' I 4 15 © 18.5' 10' 10" LEVEL AT BASE W/FRONT OF 1 4 pROPERFACE I Q' O 6" COMP. DEPTH HMA 23 1300 SF BOX 12" BEHIND AT GRADE CONCRETE PROPOSED WALL 2%� 2% LINEOF WALL Q 1301 SF BARRIER CURB, SPER PECIFICATION SEE STRUCTURAL 26' WHERE 12" CONCRETE DESIGNS + `' 1301 SF DRIVEWAYS ARE SECTION 5-04 W 6" COMP. DEPTH HMA PER WSDOT I`� i° I PROP. "NO PARKING- NOT PRESENT - STANDARD SPECIFICATION SECTION 3 5' FROM 10 d#P O o FIRE LANE-TOW AWAY 6" COMP. CSBS PER WSDOT (� }� PROPERTY ZONE- EMC 46.28.130" SPECIFICATION Q a 6"OCOMP. CSBS PE WSDOT 12" CONCRETE LINE TO FACE �-. M°K'\teop3V h SIGN PER NOTES THIS W Q SPECIFICATION OF WALL .5' 19 P 11�EO0r0t<vJPg82 ..s '.�':. �h I OTHERWISE NOTED D PRIVATE LOOP RD d 12" CONCRETE 11 / PRIVATE ROAD-N20.T.S. H DESIGN SPEED y s 18 1181 SF p 5.5' O F ^ O P �Ea"E m v> P PRIVATE ROAD-20 MPH DESIGN SPEED A 12 1180 SF a l LINE TO FACE 20' LANDSCAPE ANDSC-BUFFER- N.T.S.,^3' PRIVATE LOOP RD 2 wd i J FROM PROPERTY ly N.T.S. 5, I - OF WALL SEE PLAN, LANDSCAPE I -2 o 10' 10' w THIS SHEET = 1 BUFFER / TRAVEL LANE TRAVEL LANE w¢ ( ) 23+ 1 :sp, �w,s.Fa"E - 6' WOOD 2� 2% "F FROM a� �• PERIMETERSCALE os � FROM I �. R�3Q�� _ f �� '' '� BAR IS ONE INCH ON ORIGINAL DRPWING. �o FENCE PROPERTY I \ 2 / C o CONCRETE PROPOSED WALL o-i• '9 TQ FACE 72" + �,E`^"` T /. E 6" COMP. DEPTH HMA SEE STRUCTURAL Z IF NOT ONE INCH ON THIS SHEET, 2 LINE /�. 5 48 oo N BARRIER CURB, PER WSDOT STANDARD ADJUST SCALES ACCORDINGLY. ry O OF WALL 25' \ l 70 10 Qf�2 '^�-a'.r I WHERE 12" CONCRETE DESIGNS Z2a c 0- 0 AO 0 SCALE: DATE: DRIVEWAYS ARE SPECIFICATION «b S \ v / -nino. o SECTION 5-04 AS SHOWN 05/12/23 iiNp Ao A v m NOT PRESENT 6" COMP. CSBS PER WSDOT nk I� / R`to�0 m �n SPECIFICATION DESIGNED BY: CHECKED BY: `2 / i N KDS/TB ACR/SS a / �^N v` CALL BEFORE PACE PROJECT N0. 21586 o 10 20 ao E PRIVATE LOOP RD YOU DjG 81-1 Fa \ A HORIZ. - PRIVATE ROAD-20 MPH DESIGN SPEED UNDERGROUND SERNCE(US1) 3 Scale In Feet N.T.S. c� L o. REVI122-001 SHEET