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FIRE MARSHAL NOTES NOTES SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. NOTE: a
<br /> 0
<br /> 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
<br /> 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
<br /> 2. ADDRESS NUMBERS/LETTERS SHALL BE CONTRASTING WITH THE COLOR OF THE ACCORDANCE WITH CURRENT CITY OF EVERETT STANDARDS PAVEMENT EDGES WITH
<br /> 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
<br /> 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.
<br /> 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
<br /> 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' INI 1-FT INSIDE THE EXISTING
<br /> PLANTER SIDEWALKI EDGE OF PAVEMENT.
<br /> (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 °"v� 1O SAWCUT LINE FOUR-FOOT MINIMUM PAVED
<br /> 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.
<br /> SHALL BE NO LESS THAN 1" IN HEIGHT. "EMC 46.28.130" SHALL BE NO LESS STA 100+29.00 EWA
<br /> THAN 3/4-INCH IN HEIGHT. MAXIMUM DISTANCE BETWEEN SIGNS NO GREATER (17.50 RTT)
<br /> --------
<br /> THAN 75 FEET. BEGIN D/W - ° w 00+76.87 g^ WHITE BIKE
<br /> 5. PAVEMENT MARKINGS: STA 100+23.00 __i°MP (17.5 6" CONCRETE
<br /> * 6-INCH WIDE, WHITE STRIPE ON PAVEMENT °"P� ° w FRONTAGE STRIPE 5.5' FROM
<br /> (24.0 RTT) 6" COMP DEPTH GRAVEL BORROW
<br /> * "FIRE LANE NO PARKING" SHALL BE PAINTED IN WHITE TRAFFIC PAINT " SIDEW LK IMPROVEMENTS FACE OF CURB
<br /> WITH MINIMUM 3.5"x0.5" LETTERING °"` \ VERTICAL CONCRETE CURB
<br /> \ 3" COMP DEPTH m
<br /> * °"v �� �- 1+Oo -"" AND GUTTER (PER COE 312)
<br /> WHEN HYDRANT IS PRESENT THE "FIRE LANE NO PARKING' SHALL BE � __ 10 HMA Cl 1/2" a o
<br /> CENTERED IN FRONT OF HYDRANT. °"P -n o \ A 100+81.87 _
<br /> T N o 3" COMP DEPTH ATB
<br /> 6. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL j m m \ \ (17.50 RTT 3"
<br /> w EN_D TEM -_COMP DEPTH GRAVEL BORROW
<br /> CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. _
<br /> 7. ALL UNITS SHALL BE EQUIPPED WITH TYPE NFPA 13D AUTOMATIC FIRE m m °"a " �r ° �m \ =s 7A N FRONTAGE IMPROVEMENT - W MULKILTEO BLVD Y
<br /> SPRINKLER SYSTEMS. 1�+� � °` .{?;., PUBLIC RIGHT-OF-WAY
<br /> B. PORT CAPS TO BE PAINTED BLACK PER COE DETAIL 507. - 3
<br /> 9. PROVIDE BLUE STREET REFLECTOR(S) ON THE HYDRANT SIDE OF CENTERLINE TO oN •� °"a MAJOR ARTERIAL ROAD
<br /> ° _ ® SPEED=35 MPH z
<br /> INDICATE HYDRANT LOCATIONS. STA 97+73.66 ° •, o _ o y
<br /> STA 97+46.61 (18.00 RTT) JJ " orN» � o
<br /> (17.50 RTi) BEGIN D/W ✓ °"p� ° ITE sn �q,- PROP. STOP 31
<br /> BEGIN FRONTAGE STA 97+67.66 +� w�0-BE BIKE STRIPE, O W`. SIGN, 1'
<br /> ST 9�7 1.66 ° RELOC w is
<br /> IMPROVEMENTS (24.00 RTT) °"P �� 8Y"OTHERS 5.5' F OMB ,, / BEHIND 5.0' 16, 10' m
<br /> 18.00 R s ,= ' N o SIDEWALK SIDEWALK TRAVEL LANE TRAVEL LANE
<br /> STA 97+41.61 N
<br /> (17.50 RT) °"v N ST 7.66 MUKILrEO gLVD
<br /> BEGIN TEMP (24.00 RTT) WeSr
<br /> RAMP
<br /> Q, \ SIDEWALK/ ,,,.i s II 2% �2%
<br /> SAWCUT
<br /> 16' 0 0' I 6" COMP. DEPTH HMA PER WSDOT 12" CONCRETE a m,�
<br /> 1 p• 6" CONCRETE STANDARD SPECIFICATION SECTION 5-04 c a 3
<br /> O7 _ LANDSCAPE 6' COMP DEPTH SPECIFICATION PER WSDOT w ci f a
<br /> 1216 SF BUFFER GRAVEL BORROW
<br /> .5 26' 6" COMP. CSBS
<br /> 33 1220 S as
<br /> � s
<br /> i:. ® 220 SF WATE° zse B PRIVATE LOOP RD
<br /> 1 a
<br /> 5 1220 SF � S88.42'42"E - PRIVATE ROAD-20 MPH DESIGN SPEED
<br /> 1525 SF @ N.T.S.
<br /> ss 8 INTERSECTION W 0 R
<br /> \ i 6 <I 6663 SF F- F
<br /> y STA 21+10.81 PE
<br /> s� 1525 SF I (0.00 T) 25' LANDSCAPE BUFFER =
<br /> isn 18' DRIVEWAY RAMP 1220 SF 0.5 4.5' 5.5' Q
<br /> TYPE 3 PER CITY O 1221 SF wo-� on, 2 CURB ndre C�Reav
<br /> OF EVERETi .f. ,w• p,15• 5.0' 10' 10' ,1
<br /> STANDARD DWG. 317 1296 SF ::,a �.o ro 13p9 R= 0 INSTALL CROSSWALK, SIDEWALK TRAVEL LANE TRAVEL LANE LLO3 Pe•pec3,zs��o•e�,,,
<br /> wo PER DETAIL SHEET C3. 1 1
<br /> _ �qC 1 �^ "o.>awm" Qe•^ 15843 Z�r�
<br /> o 3 2% 22%
<br /> I -y 2% 21
<br /> I. CONCRETE 12" CONCRETE PROPOSED WALL
<br /> FIARCLL 8 -e C dldldl111 BARRIER 6" COMP. DEPTH HMA PER DESIGN
<br /> SEE STRUCTURAL
<br /> -
<br /> PROP. 6" CONCRETE
<br /> \ +00 STOP CURB Do
<br /> I 6" COMP DEPTH WSDOT STANDARD SPECIFICATION
<br /> SIGN 2 II GRAVEL BORROW SECTION 5-04 J uJ
<br /> 5.5' 6" COMP. CSBS PER J CD
<br /> 10 H
<br /> \ 11 1181 SF PROP. "NO PARKING- Do
<br /> aF` WSDOT SPECIFICATION fV
<br /> \ \ _�F ' '= - ,FIRE LANE" PAVEMENT
<br /> \ 6, SF ��o`b <°' a 12 1181 SF :MARKINGS AND STRIPING c PRIVATE LOOP RD Z uP a
<br /> J� a. 1181 SF S. I.'-P� NOTES THIS SHEEP LU W
<br /> PRIVATE ROAD-20 MPH DESIGN SPEED
<br /> R -NET I)ROV WATER I s MENT PER 14 1181 SF II kOP 25' N.T.S. > F
<br /> 1 A N 20 ii06046s 1241 SF 6 154• `` SEWER 20' LANDSCAPE BUFFER =
<br /> \ WATER & 10 m _ w SEMENT 0
<br /> EASEMENT 4.5' 5.5' DO W
<br /> 10' 10' w W W
<br /> 26' 10' ACCESS 47 15 .153. 9 ,� TRAVEL LANE TRAVEL LANE 0 3 Q
<br /> 2 EASEMENT 16 0 / 154 + Lo
<br /> II 1' rn
<br /> 5 13' 13' (TYP) z 17 1301 SF 1301 SF p' ��♦ 6 `� I AND EINSTALL PER USPS SPECS
<br /> TRAVEL LANE TRAVEL LANE I y
<br /> y v, 1282 SF \ 27 -% 3:1
<br /> 2.5'
<br /> FROM 4 (2) 13 UNITS CBU. CBU
<br /> 11 48 PROPERTY a- © 18.5' 10' 10" LEVEL AT BASE W/FRONT OF
<br /> L. LINE TO FACES >(53. 23 1300 SF BOX 12" BEHIND AT GRADE CONCRETE 6" COMP. DEPTH HMA PROPOSED WALL
<br /> 2% 2% pF WALL •0 Q 1301 SF BARRIER CURB, PER WSDOT STANDARD SEE STRUCTURAL
<br /> +. J)E 15 26' WHERE 12" CONCRETE DESIGNS
<br /> I+ 'i 1301 SF DRIVEWAYS ARE SPECIFICATION
<br /> "' ,n d SECTION 5-04
<br /> � 6" COMP. DEPTH HMA PER WSDOT 1 `� i 1 I PROP. "NO PARKING- NOT PRESENT 6" COMP. CSBS PER WSDOT (�
<br /> 1 STANDARD SPECIFICATION SECTION o FIRE LANE-TOW AWAY
<br /> B 5-04 � 3.5' FROM I I SPECIFICATION Q
<br /> ZONE- EMC 46.28.130"
<br /> 6" COMP. CSBS PER WSDOT 12" CONCRETE LIPROORT CE I 21 "� SIGN PER NOTES THIS W Z
<br /> 20 ,241 SF I SHEET, (TYP) UNLESS D PRIVATE LOOP RD y
<br /> x SPECIFICATION OF WALL 5• P -":'. _ "' I OTHERWISE NOTED - PRIVATE ROAD-20 MPH DESIGN SPEED (L
<br /> 12" CONCRETE 1' t 19 1181 SF „: `� o- W
<br /> 3I P PRIVATE LOOP RD 2 ' 18 1181 SF 5.5' N.T.S. m N
<br /> 5,
<br /> m P ° "" �G�_"E. LANDSCAPE
<br /> - PRIVATE ROAD 20 MPH DESIGN SPEED 1 m 1180 SF LINE TO FACE 20' BUFFER
<br /> N.T.S. 5, 1
<br /> LANDSCAPE � � FROM PROPERTY Q
<br /> OF WALL SEE PLAN, _
<br /> R=2 ' i 10' 10' w THIS SHEET
<br /> BUFFER I (TYP) 1 N 23+� / TRAVEL LANE TRAVEL LANE a w
<br /> , 314 T "o .," / 6' WOOD 1• w
<br /> �"
<br /> 1
<br /> 5j51lOBW PERIMETER
<br /> FENCE
<br /> VFRIFY SCALE
<br /> FROM �30.00' -
<br /> _ _ BAR IS ONE INCH ON ORIGINAL DRAWING.
<br /> P '-➢2 LINE TpRFACE I Iy zq+00 E»,"E -.� i Co RECORD DRAWING CONCRETE 6" COMP. DEPTH HMA PROPOSED WALL
<br /> $ O „o__ _`-"R 0�1648 E Z CURB, STANDARD 12 CONCRETE DESIGNS TU
<br /> OF m 0 C7 O O DRAT WNG OR FOR SEE STRUCTURAL NOT ONE INCH ON THIS SHEET,
<br /> _ WING HAS BEEN PREPARED,IN PART,BASED N BARRIER PER WSDOT STA ADJUST SCALES ACCORDINGLY.
<br /> WALL \ Cn I N AS BUILT INFORMATION PROVIDED BY OTHERS.WHILE THIS WHERE
<br /> 220 co Ain INFORMATION IS BELIEVED TO BE REWIBLE,NO ASSUMPTION SPECIFICATION SCALE: DATE:
<br /> -0 -nN O O SHOULD BE MADE REGARDING THE ACCURACY OF THIS RECORD DRIVEWAYS ARE SECTION 5-04
<br /> AS SHOWN 12 11 23
<br /> ury ERRORS OR oMlssloNs. NOT PRESENT / /
<br /> o AZovm o„.„„;_�::..:„�.„. 6" COMP. CSBS PER WSDOT DESIGNED BY: CHECKED BY:
<br /> L i m y m m arewc Rezzesmu;tm.u�»®,.," 12/12/23 SPECIFICATION
<br /> o \ / /� J� mNN KDS/TB ACR/SS
<br /> I � SIGNED BY m.•�.,_ »am DATE CALL BEFORE
<br /> fFx 0 10 20 40 E PACE PROJECT N0. 21586
<br /> Andrew Reaves,PE,Senior Principal HORIz. PRIVATE LOOP RD YOU 811
<br /> 3F3 A % PRIM NAME h TALE Scale In Feet - PRIVATE ROAD-20 MPH DESIGN SPEED UNDERGROUND SERXE(USA) C3*U
<br /> ���� N.T.S. REV1122-001 SHEET y
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