3620 W MUKILTEO BLVD HARBORS EDGE TOWNHOMES 2025-09-24

FIRE MARSHAL NOTES NOTES SE1/4 SW114 SEC. 34, TWP. 23 N., RGE. 4 E., W.M. NOTE: N o N o Q a I.1 1. THE ADDRESS SHALL BE POSTED IN A PLACE NECESSARY TO EASILY LOCATE THE 1. ANY BROKEN OR DAMAGED SIDEWALK/ PUBLIC 1O NEAT LINE CUT, CLEAN, HEAT m m m y n BUILDING AND EASILY VISIBLE FROM THE STREET FRONTING THE PROPERTY. WAY SHALL BE REPAIRED/ REPLACED IN R.O.W. AND TACK EXISTING A ACCORDANCE 3 2. ADDRESS NUMBERS/LETTERS SHALL RE CONTRASTING WITH THE COLOR OF THE PAVEMENT EDGES WITH WITH CURRENT CITY OF EVERETT STANDARDS � � 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. 0 R1 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 p, C 15' 6.0' 6'0' 1-FT INSIDE THE EXISTING (D 4. "NO PARKING -FIRE LANE -TOW AWAY ZONE PER EMC 46.28.130", METAL SIGN MUTCD COMPLIANT. STA 100+50.00 END D/W PLANTER SIDEWALK 0 m' (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 I 1O SAWCUT LINE EDGE OF PAVEMENT. 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 FOUR -FOOT MINIMUM PAVED � (24.00 RTT) SECTION REQUIRED. SHALL BE NO LESS THAN 1" IN HEIGHT. "EMC 46.28.130" SHALL BE NO LESS STA 100+29.00 SIDEWALK 2% 3 THAN 3/4-INCH IN HEIGHT. MAXIMUM DISTANCE BETWEEN SIGNS NO GREATER (17.50 RTT) 1-3% .: THAN 75 FEET. BEGIN D/W STA 100+76.87 8" WHITE BIKE W 5. PAVEMENT MARKINGS: STA 100+23.00 (17.50 RTT) } 6" CONCRETE 0 o STRIPE 5.5' FROM a 6-INCH WIDE, WHITE STRIPE ON PAVEMENT (24.00 RTT) - '1 END FRONTAGE 6" COMP DEPTH GRAVEL BORROW k < a J IMPROVEMENTS FACE OF CURB x K k p • "FIRE LANE NO PARKING" SHALL BE PAINTED IN WHITE TRAFFIC PAINT SIDEWALK H- L VERTICAL CONCRETE CURB m s ro WITH MINIMUM 3.5"xO.5" LETTERING 3" COMP DEPTH 3 m C co \ 107tOp AND GUTTER (PER Co 312) > > m WHEN HYDRANT IS PRESENT THE "FIRE LANE NO PARKING" SHALL BE GZ HMA CI 1/2" ¢ 0 rn N O ro CENTERED IN FRONT OF HYDRANT. T N o 1 A 100+81.87 3" COMP DEPTH ATB a N 6. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL (17.50 RTT) 6" COMP DEPTH GRAVEL BORROW CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. to -a END TEMP o v w w 7. ALL UNITS SHALL BE EQUIPPED WITH TYPE NFPA 13D AUTOMATIC FIRE Wrn -1 RAMP A FRONTAGE IMPROVEMENT - W MULKILTEO BLVD N SPRINKLER SYSTEMS. > 1 0 8. PORT CAPS TO BE PAINTED BLACK PER COE DETAIL 507. 6•x9, - PUBLIC RIGHT-OF-WAY �' '~ 0 0 9. PROVIDE BLUE STREET REFLECTORS ON THE HYDRANT SIDE OF CENTERLINE TO Al ' N MAJOR ARTERIAL ROAD ( ) BUS SPEED = 35 MPH j w0 INDICATE HYDRANT LOCATIONS. STOP , N.T.S. ! f o o LANDING ' 0 0 0 r 8" WHITE �' n n N N TO BE BIKE STRIPE, 3 PROP. STOP 31 RELOCATED 5.5' F OM FO q� ° D'N SIGN, 1' - BEHIND 5.0' 16' �- 10' a n w � � STA 97+41.61 BY OTHERS 99 , , N (17.50 RT) OBLVE). IN v SIDEWALK SIDEWALK TRAVEL LANE TRAVEL LANE a BEGIN TEMP MOKILTE RAMP WEST A ;c' g �• o o II 2% 2% 2% o STA 97+46.61 SAWCUT •' (17.50 RTT) 9610� �• ' B T. .. ..:.:,.: 12 CONCRETE BEGIN FRONTAGE - °I ' IMPROVEMEN16' 10' 6" CONCRETE 6" COMP. DEPTH HMA PER WS00T m 12 o, / I - • /�1 10' STANDARD SPECIFICATION SECTION 5-04 ¢' .v n, d LANDSCAPE 6" COMP DEPTH 6" COMP. CSBS PER WSDOT ` 1216 SF 5 26 BUFFER GRAVEL BORROW SPECIFICATION c� = „; h 1220 S c;2mv� O4 1220 SF 12.69' ( tl PRIVATE LOOP RD ' " O 1220 SF S88'42'42"E - PRIVATE ROAD - 20 MPH DESIGN SPEED 1 1525 SF ® N.T.S. \ i 8 © 26663 SF g NTERSECTION 10' P�;PNN �RF' 1525 SF ` + I TA 21+10.81 25• LANDSCAPE BUFFER '�'p��-0""No2 1220 SF 0.00 T) 0.5' 4.5' 5.5' • i O 1221 SF .£ w, 15' 027 5.0• CURB 10' 10' �� 10 1296 SF �.a N N' p9 R- 0 INSTALL CROSSWALK, SIDEWALK TRAVEL LANE TRAVEL LANE 0 3 F71 1465 SFAp 1 PER DETAIL 1,•^�rSS�iSTE1?E�6``' \ 4966 SF ' m�"a 27+p0 9 SHEET C3.1 ONa' _ 2i 12 CONCRETE 2.1 OSED W ` 0o RCpD N,�,paE A u. m L \ �\ PRryPTE c I CONCRETE E SEEPSTRUCTU WALL PROP. _ FRETE BARRIER 6" COMP. DEPTH HMA PER DESIGNZ670p ,„,•,� STOP CURB ao I EPTH WSDOT STANDARD SPECIFICATION () SOPQ6 &GN 2 II GRAVEL BORROW SECTION 5-04 J uJ 1PNOEFER s� p 11 5.5' 6" COMP. CSBS PER J F o 1181 SF ROP. "NO PARKING- WSDOT SPECIFICATION 00 12 IRE LANE" PAVEMENT to rn 1781 SF MARKINGS AND STRIPING c PRIVATE LOOP RD Z L �� • O 14 1181 SF II ER NOTES THIS SHEEP PRIVATE ROAD - 20 MPH DESIGN SPEED W W I. PROP 15 I N.T.S. I. 15 1181 SF I PROP 25' 10' 0 <WATER uJ EASEMENT I 1241 SF u� uJ WATER & 20' LANDSCAPE BUFFER = _ SEWER ( EASEMENT � 4.5' 5.5' W > TRAVELO LANE TRAVEL LANE ¢I�a '1 In W 13 26' 10' ACCESS I 16 03 Q Ln o EASEMENT 17 �, + 13' 13' (n'P) 18 1301 SF 1301 SF EVELOPER SHALL SUPPLY ' TRAVEL LANE TRAVEL LANE y O AND INSTALL PER USPS SPECS 2% I 2% 3:1 FROM 1 1282 SF 4 2) 13 UNITS CBU. CBU 2.5' RTY �•aa Q � 18 5' 10' 10'� EVEL AT BASE W/FRONT OF PROPS FACE 24 OX 12" BEHIND AT GRADE 6" COMP. DEPTH HMA PROPOSED WALL 7300 SF CONCRETE SEE STRUCTURAL 29 2% LINEW" , % 23 1301 SF BARRIER CURB, PER WSDOT STANDARD _ 26' WHERE SPECIFICATION 12" CONCRETE DESIGNS .. .,, _ .... .. .:. 1301 SF d " DRIVEWAYS ARE SECTION 5-04 W o e a PROP. NO PARKING- NOT PRESENT Y ( FIRE LANE -TOW AWAY 6" COMP. CSBS PER WSDOT UI Q4 6" COMP. DEPTH HMA PER WSDOT 3.5' FROM ( I 10' S , ZONE- EMC 46.28.130" STANDARD SPECIFICATION SECTION FROPERT'T P2 c SPECIFICATION 0 Z O O � $ SIGN PER NOTES THIS W LINE TO FACE 1241 SF o, SHEET, (TYP) UNLESS D PRIVATE LOOP RD g 5-04 21 6" COMP. CSBS PER WSDOT OF WALL 5' O & II OTHERWISE NOTED - PRIVATE ROAD - 20 MPH DESIGN SPEED W ' SPECIFICATION 20 1187 SF " o 1 7- o N5.5'.T.S. F PRIVATE LOOP RD ( 2 ' 19 1161 SF �„ o I FROM PROPERtt 5' T m y LANDSCAPE a-' - PRIVATE ROAD - 20 MPH DESIGN SPEED ) 1180 SF ' LINE TO FACE 20' BUFFER- N.T.S. ` o x 5• I I OF WALLQ r o LANDSCAP "� o. J S I R-2 ' I 10' 1L W J SEE PLAN, J THIS SHE BUFFER N 23+pp TRAVEL LANE TRAVEL LANE �032.1 I � J �\ 25, I So ,w•w'°-"' 6' WOOD ...:..:.�%..::::.:... I _-% a+>= i> �Ne IF au ORIGINAL Dw.w�Nc, E9::;`E9VE ,� L D FROM I �9�-. H, / PERIMETER PROPERTY 3p'00 '00 urt i �i f o FENCE CONCRETE PROPOSED WALL o- �y TO FACE I ? 2n" ,„�. '9 Z i 6 COMP. DEPTH HMA SEE STRUCTURA IF NOT ONE INCH ON THIS SHEE. W3 2� LIN WALL ao- Q/ y N BARRIER CURB, DESIGNS o rl PER WSDOT STANDARD nr,�usr SCALES nccaRaNCLr. OF 2.5 co Z a'a • WHERE SPECIFICATION 12" CONCRETE 1!2p/ v 10i+ o. f 0 o O' SECTION 5-04 SCALE: DATE: °' F DRIVEWAYS ARE APR 10 2023 AA �n 9r•D NOT PRESENT «�� Av n� DESIGNED BY: CHECKED BY: 6" COMP. CSBS PER WSDOT _ SPECIFICATION KDS ACR/KAG R�� a ' Z � m m� PRIVATE LOOP RD CALL BEFORE PACE PROJECT NO. 21586 \CITY OF EVERETT 0 1D 2G 40 rE YOU = 811 3 A HORIZ. soma (USA) 3Fa� Permit Services Scale In Feet - PRIVATE ROAD - 20 MPH DESIGN SPEED REVII22-001 SHEET C3.0 A% � N.T.S.