3618 W MUKILTEO BLVD B HARBORS EDGE TOWNHOMES 2025-07-17

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+ r%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 o�P ° 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 U °HP VERTICAL CONCRETE CURB WITH MINIMUM 3.5"x0.5" LETTERING '\ 3" COMP DEPTH w 3 m m * °Hv W� _ 1+00 -•" AND GUTTER (PER COE 312) p p WHEN HYDRANT IS PRESENT THE "FIRE LANE NO PARKING" SHALL BE 10 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 N 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 '� ° R'm - \ ss �A FRONTAGE IMPROVEMENT - W MULKILTEO BLVD z z En SPRINKLER SYSTEMS. -°eP w \ _� - PUBLIC RIGHT-OF-WAY O g n 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 OM / 6x9 100+� " _ _ 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/ Ao ,,J - STA 97+46.61 (18.00 RTT) 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 S2DEWALK�) oNP 8Y"OTHERS o 5.5' F OMB / BEHIND 5.0' 16' 10' m N n N 18.00 R s ,_ �N o SIDEWALK SIDEWALK TRAVEL LANE TRAVEL LANE STAART) wl 60) 9 *w .61 (17 ST 766 MNKILTE ' ' " 1'BEG (24.00 RTi) WEST _RAM SIDEWALK o 29 2%_ 2%� W E SAWCUT _ 12" CONCRETE ;, =N i 10' 10' 6" CONCRETE " COM WSDOT DEPTH € >°'M ss a STANDARD SPECIFICATIONMSECTIONA PER S 04 $ aa"" LANDSCAPE 6" COMP DEPTH 6" COMP. PER WSDOT m '2 m 1216 SF BUFFER GRAVEL BORROW SPECIFICATION 5 ''�a \ O3 220 - 5 26 ® 12.69'220 SF PRIVATE LOOP RD Q - 1 s o •'DOL 5 1220 SF #P,E S88'42 42"E 9 PRIVATE ROAD-20 MPH DESIGN SPEED 1525£S MOK1\teo 83Vd 9 INTERSECTION N.T.S.1525 SF a wPg820 �6 3 SF g STA 21+10.81 25' LANDSCAPE BUFFER su R H 18' DRIVEWAY RAMP 1220 SF I E I (0.00 T) 0 5 4.5' 5.5' s i .. kil TYPE 3 PER CITY O9 1221 SF 00 2 CURB o0 15' 5.0' 10' � 10' w J / STANDARD DWG. 317 1296 SOF EVERETT F .o ro �3p9' R= o INSTALL CROSSWALK, SIDEWALK TRAVEL LANE TRAVEL LANE LL 0 3 •� PFc 6� ' PER DETAIL 1, 1, °•JSTeR. 6 s m W-0 2T+00 SHEET C3.1 ov> o 5 .. ° `OOp RC N"j61�Q8 E A 1'.. .a °.'>:\ _ oN OSR pR1�P�E L. I CONCRETE 12" CONCRETE PROPOSED WALL Ff C SEE STRUCTURAL 1A�BVE PARCEL 8 ' ' PROP. 6" CONCRETE BARRIER 26+00 STOP - CURB 6" COMP. DEPTH HMA PER DESIGN 00 \ SIGN 6" COMP DEPTH WSDOT STANDARD SPECIFICATION 2 GRAVEL BORROW SECTION 5-04 J W 10 5.5' I 6" COMP. CSBS PER J H c I o .yob WSDOT SPECIFICATION N 11 1181 SF PROP. "NO PARKING- 00 - R AFIRE LANE" PAVEMENT Cn M Property Line 6, 31 SF s- ,�o� <°' ; 12 1181 SF .MARKINGS AND STRIPING c PRIVATE LOOP RD Z Li Q _P NOTES THIS SHEEP _ N J, s ° e 13 1181 SF J` PRIVATE ROAD-20 MPH DESIGN SPEED w W >r r gg.5 ROP 15 � s MENT PER 14 1181 SF 1714ROP 25' N.T.S. > F WATER A N 20 1106046s WATER & 10 O Q w Fp,SEMENT I 1241 SF 6 �= � - SEWER 20' LANDSCAPE BUFFER = = a, \ ' EASEMENT 4.5' 5.5 m Lu > Q.. •.•,� 10' 10' w J W W 26' 10' ACCESS I 47 15 9 °� TRAVEL LANE TRAVEL LANE 0 3 Q EASEMENT 16 0 / + I 1' I rn 1301 SF I^. N DEVELOPER SHALL SUPPLY TRAVEL LANE TRAVEL LANE (TYp) 17 1301 SF / I 2�_ -% 3:1 - w 1282 SF AND INSTALL PER USPS SPECS 2.g' FROM I w 4 (2) 13 UNITS CBU. CBU © 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 22%� 2% LINOFWALL 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 PROP. "NO PARKING- NOT PRESENT i - STANDARD SPECIFICATION SECTION 3 5' FROM 10, o FIRE LANE-TOW AWAY 6" COMP. CSBS PER WSDOT (� }� ZONE- EMC 46.28.130" SPECIFICATION Q a 6" COMP. CSBS PER WSDOT PROPERTY I 21 '� SIGN PER NOTES THIS w Z 12" CONCRETE LINE 20 122441 SF SHEEP, (TYP) UNLESS D PRIVATE LOOP RD y J SPECIFICATION OF WALL .(5' P - %� `�' I OTHERWISE NOTED - 0_ 1 $ PRIVATE ROAD-20 MPH DESIGN SPEED 12" CONCRETE ; 19 1181 SF N.T.S. O F F PRIVATE LOOP RD 2 ,6 „8, SF s; %. o 5.5' 5' W - PRIVATE ROAD 20 MPH DESIGN SPEED I m 1180 SF P LINE TO FACE ---- 20' LANDSC APE Co Ln FROM PROPERTY N.T.S. 5 OF WALL Q o tp,NSEE PLAN, DSCAPE I R-2 "o E - 10' 10' w THIS SHEET = N '1 BUFFER (TMp) 1 / TRAVEL LANE TRAVEL LANE a w¢ wo32:1 \ xe 6' WOOD 2� 27 OF os ;; 2.5' a. �• PERIMETERSCALE IN FROM I ems• R�3o.00' �, w6 J x � PROPERTY I °\s 72' 24+pO / I R � WN �2 LINE TO FACE ""` -T / E io CURB, STANDARD 12 CONCRETE DESIGNS TU FENCE � "`N_.,,"E CONCRETE 6" COMP. DEPTH SEE PROPOSED W STRUCTURAL IF NOT ONE NCH ON THIS SHEET, C HMA ry O OF WALL 2 5' A 16 4� Z o 0�o, N BWAHRERE PER WSDOT STA nwusr SCALES nccoRDlNCLr. 8 �� T / 220 c o p A 11: SCALE: DATE: DRIVEWAYS ARE SPECIFICATION «b -8 \ v / -n 00 o SECTION 5-04 AS SHOWN 05/12/23 imi F i / Np Ao A v m NOT PRESENT 6" COMP. CSBS PER WSDOT - I� / R`to0 m �n SPECIFICATION DESIGNED BY: CHECKED BY: / i N KDS/TB ACR/SS a / A^UA v` CALL BEFORE PACE PROJECT NO. 21586 / / o 10 20 40 E PRIVATE LOOP RD YOU DIG 811 Fa� \ A � i HORIZ. - PRIVATE ROAD-20 MPH DESIGN SPEED UNDERGROUND SERNCE(USA) 3 Scale In Feet N.T.S. REVI122-001 SHEET