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FIRE MARSHAL NOTES
<br />1. THE ADDRESS SHALL BE POSTED IN A PLACE NECESSARY TO EASILY LOCATE THE
<br />BUILDING AND EASILY VISIBLE FROM THE STREET FRONTING THE PROPERTY.
<br />NOTES SE1/4 SW1/4 SEC. 34, TWP. 29 N., RGE. 4 E., W.M.
<br />1. ANY BROKEN OR DAMAGED SIDEWALK/ PUBLIC
<br />RIGHT-OF-WAY SHALL BE REPAIRED/ REPLACED IN
<br />R.O.W.
<br />NOTE:
<br />1O NEAT LINE CUT, CLEAN, HEAT
<br />3 AND TACK EXISTING
<br />�
<br />s o,
<br />R81
<br />2. ADDRESS NUMBERS/LETTERS SHALL BE CONTRASTING WITH THE COLOR OF THE
<br />ACCORDANCE WITH CURRENT CITY OF EVERETT STANDARDS
<br />PAVEMENT EDGES WITH
<br />BUILDING, AND SHALL NOT BE OBSTRUCTED FROM VIEW AT ANYTIME.
<br />AND PER THE CITY PUBLIC WORKS INSPECTOR.
<br />30' EX. R W
<br />SEALER CSS-1 AND SEAL
<br />3. ADDRESS NUMBERS/LETTERS ON THE FRONT OF SINGLE-FAMILY HOME SHALL BE
<br />2. ALL TRAFFIC CONTROL MARKINGS AND DEVICES ON
<br />INTERSECTION
<br />STA 100+60.00
<br />17 5'
<br />WITH AR4000 AND SAND.
<br />A MINIMUM OF 4-INCHES IN HEIGHT.
<br />DRIVEWAYS WITHIN 50' OF THE RIGHT-OF-WAY SHALL BE
<br />W. MUKILTEO BLVD
<br />(17.50 RTT)
<br />15'
<br />6.0'
<br />SAWCUT SHALL BE MINIMUM
<br />1-FT INSIDE THE EXISTING
<br />4. "NO PARKING -FIRE LANE -TOW AWAY ZONE PER EMC 46.28.130", METAL SIGN
<br />MUTCD COMPLIANT.
<br />STA 100+50.00
<br />END D/W
<br />PLANTER SIDEWALKI
<br />EDGE OF PAVEMENT.
<br />(12"X18"), RED LETTERS ON WHITE REFLECTIVE BACKGROUND. "NO PARKING" &
<br />FIRE LANE" SHALL BE NO LESS THAN 2-INCHES IN HEIGHT. "TOW AWAY ZONE"
<br />3. ALL PROPOSED WALLS/ROCKERIES OVER 30-INCHES
<br />SHALL HAVE FALL PROTECTION ALONG THE TOP.
<br />PRIVATE LOOP RD
<br />STA 20+00.00
<br />STA 100+66.00 °HP�
<br />(24.00 RTT)
<br />I 1O SAWCUT LINE
<br />FOUR -FOOT MINIMUM PAVED
<br />SECTION REQUIRED.
<br />SHALL BE NO LESS THAN 1" IN HEIGHT. "EMC 46.28.130" SHALL BE NO LESS
<br />STA 100+29.00
<br />EWA
<br />THAN 3/4-INCH IN HEIGHT. MAXIMUM DISTANCE BETWEEN SIGNS NO GREATER
<br />(17.50 RTT)
<br />-
<br />z
<br />THAN 75 FEET.
<br />5. PAVEMENT MARKINGS:
<br />BEGIN D/W -
<br />STA 100+23.00 _ /°MP
<br />w 00"1 +76.87
<br />°
<br />(17.5
<br />- - - - - -
<br />8" WHITE BIKE
<br />FROM
<br />6" CONCRETE
<br />w
<br />w
<br />o
<br />o
<br />J J
<br />¢
<br />J
<br />* 6-INCH WIDE, WHITE STRIPE ON PAVEMENT
<br />"FIRE
<br />°HP °
<br />(24.0 RTT) ,
<br />w FRONTAGE
<br />STRIPE 5.5'
<br />FACE OF CURB
<br />6" COMP DEPTH GRAVEL BORROW
<br />0
<br />o
<br />¢
<br />K
<br />¢
<br />* LANE NO PARKING" SHALL BE PAINTED IN WHITE TRAFFIC PAINT
<br />SIDEW LK r
<br />°HP
<br />'\
<br />IMPROVEMENTS
<br />VERTICAL CONCRETE CURB
<br />o
<br />WITH MINIMUM 3.5"xO.5" LETTERING
<br />"FIRE
<br />°HP W�
<br />1+00 ---•"
<br />3" COMP DEPTH
<br />AND GUTTER (PER COE 312)
<br />w
<br />3
<br />m
<br />m
<br />* WHEN HYDRANT IS PRESENT THE LANE NO PARKING" SHALL BE
<br />_
<br />_
<br />10
<br />A 100+81.87
<br />HMA Cl 1/2"
<br />O
<br />J
<br />u! v7
<br />z
<br />N
<br />CENTERED IN FRONT OF HYDRANT.
<br />6. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL
<br />°NP/
<br />\
<br />N o
<br />m m \
<br />£ 3" COMP DEPTH ATB
<br />(17.50 RTT
<br />vo-i
<br />CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES.
<br />/
<br />/
<br />EN_D TEM
<br />OMP DEPTH GRAVEL BORROW
<br />a
<br />m
<br />�
<br />7. ALL UNITS SHALL BE EQUIPPED WITH TYPE NFPA 13D AUTOMATIC FIRE
<br />SPRINKLER SYSTEMS.
<br />m -OHO '� °
<br />`�
<br />R'm - \
<br />ss �A-:..
<br />FRONTAGE IMPROVEMENT - W MULKILTEO BLVD
<br />z
<br />z N
<br />B. PORT CAPS TO BE PAINTED BLACK PER COE DETAIL 507.
<br />-OHP w
<br />° °� P 6x9
<br />\
<br />�'- {
<br />+ � _� -
<br />PUBLIC RIGHT-OF-WAY
<br />O
<br />N
<br />g O
<br />N O
<br />w
<br />N O
<br />w
<br />O
<br />9. PROVIDE BLUE STREET REFLECTOR(S) ON THE HYDRANT SIDE OF CENTERLINE TO
<br />OM /
<br />°"P
<br />100+� "
<br />\'
<br />�c,*
<br />_ _
<br />�- - _ --
<br />MAJOR ARTERIAL ROAD
<br />SPEED MPH
<br />o U
<br />INDICATE HYDRANT LOCATIONS. STA 97+73.66
<br />OP s so
<br />°e Ao
<br />-
<br />,^- -
<br />�-
<br />N T.S.
<br />2
<br />U
<br />STA 97+46.61 (18.00 RTT) JJ
<br />(1750 RTT) BEGIN D/W ✓ /
<br />w/ a
<br />, � orN ��
<br />ITE
<br />_,- ,,J e.. ,, /
<br />_ ` _
<br />',� " s°�''4 - - PROP STOP
<br />31
<br />J
<br />�
<br />>
<br />J
<br />�
<br />> n
<br />0 0
<br />M N
<br />BEGIN FRONTAGE STA 97+67.66pHP w�0--13�� BIKE STRIPE, _ w �� 0 W SIGN, 1'
<br />IMPROVEMENTS (24.00 RTT) ST 9A 1.66 RELOC 5.5'BEHIND
<br />= SIDEWALK oNP 18.00 R __ BY OTHERS , _ � � N SIDEWALK
<br />STA 97+41.61 °ev gLVD - s sa s
<br />(17.50 RT) o ST 7.66 TMLjKILTE 9 c°o
<br />BEGIN TEMP _ (24.00 RTi) yVes
<br />RAMP SIDEWALK RP OP
<br />pNP
<br />SAWCUT 1a
<br />1 z
<br />+p0 _
<br />O C
<br />6" COMP. DEPTH HMA PER WSDOT 12" CONCRETE _ M
<br />ss- s i 16 10' 10' 6" CONCRETE L° @'
<br />STANDARD SPECIFICATION SECTION 5-04
<br />LANDSCAPE 6" COMP DEPTH 6" COMP.TCSBS PER WSDOT m
<br />O2 1216 SF BUFFER GRAVEL BORROW SPECIFICATION
<br />220 -
<br />5
<br />26'
<br />- ® 1220 SF 12.69' B PRIVATE LOOP RD Q
<br />s o - '' •' 5 9 1220 SF S8842 42 E - PRIVATE ROAD - DESIGN SPEED
<br />1525 SF Ok1\teo 8t�d#P"E 9 ., N.T.S.
<br />\ • i O © < AA1 PA 203 °. 6 3 SF INTERSECTION R
<br />ss i 3g18 p98 g STA 21+10.81 10'
<br />1525 SF I NeTett,w -: - I
<br />(0.00 T) 25' LANDSCAPE BUFFER
<br />18' DRIVEWAY RAMP 1220 SF E O 5 4.5' 5.5, '
<br />TYPE 3 PER CITY O9 1221 SF ... "".""� ,15• 002 5.0' CURB 10' 10'
<br />STANDARD DWOF G. 317 1296 SF�309' R= 0 INSTALL CROSSWALK, SIDEWALK TRAVEL LANE TRAVEL LANE LL 09 •� "PFc �oa�
<br />PER DETAIL 1, 1, °°JSTeR.•-
<br />\` 6 s , W -0 2T+00 SHEET C3.1
<br />Z � ' 3 I 2% 2_% 2%
<br />o� 5 , ... .. °. • `ODp go N1611Q8E A 1"...° -�
<br />pSR pR\L. I CONCRETE 12" CONCRETE PROPOSED WALL
<br />Ff C SEE STRUCTURAL
<br />BVE PARCEL 8 ,,' ..a `'.^ PROP. 6" CONCRETE BARRIER
<br />26+p0 STOP - CURB 6" COMP. DEPTH HMA PER DESIGN 00
<br />\ SIGN � 6" COMP DEPTH WSDOT STANDARD SPECIFICATION
<br />2 GRAVEL BORROW SECTION 5-04 J 105.5 I 6" COMP. CSBS PER w J H 00
<br />CD
<br />I o .yob WSDOT SPECIFICATION N
<br />11 1181 SF PROP. "NO PARKING- = 00
<br />- ,FIRE LANE" PAVEMENT 1n m
<br />Property Line 6, 31 SF s- ,� o� <°' ; 12 1181 SF .MARKINGS AND STRIPING 0 PRIVATE LOOP RD Z LI Q
<br />_P NOTES THIS SHEET _ N
<br />J, s ° e 13 1181 SF J` PRIVATE ROAD - 20 MPH DESIGN SPEED LLI w
<br />ROP 15 MENT PER 14 1181 SF I=PROP 25' N.T.S. > F
<br />WATER a N 20 iiosoass WATER & 10 Q w
<br />EASEMENT I 1241 SF 6 SEWER 20' LANDSCAPE BUFFER = = a,
<br />\ ' EASEMENT 4.5 5.5' m w
<br />Q.. •.•,� 10' 10' w J W W
<br />26' 10' ACCESS I 47 15
<br />LO
<br />EASEMENT 1301 SF 9 ,� TRAVEL LANE TRAVEL LANE 0 3 Q
<br />16 0
<br />I^. N DEVELOPER SHALL SUPPLY
<br />TRAVEL LANE TRAVEL LANE (TYp) 17 1301 SF/ I 2%-
<br />� _-% 3:1
<br />- w 1282 SF AND INSTALL PER USPS SPECS
<br />2.5' FROM I w 4 (2) 13 UNITS CBU. CBU
<br />© 18.5' 10' 10" LEVEL AT BASE W/FRONT OF
<br />1 4 pROPERFACE I Q' O 6" COMP. DEPTH HMA
<br />23 1300 SF BOX 12" BEHIND AT GRADE CONCRETE PROPOSED WALL
<br />22%� 2% LINE Q 1301 SF BARRIER CURB, SPER PECIFICATION
<br />SEE STRUCTURAL
<br />26' WHERE 12" CONCRETE DESIGNS
<br />� ++ i 1301 SF DRIVEWAYS ARE SECTION 5-04 w
<br />6" COMP. DEPTH HMA PER WSDOT IN PROP. "NO PARKING- NOT PRESENT
<br />i
<br />- STANDARD SPECIFICATION SECTION 3 g' FROM 10, o FIRE LANE -TOW AWAY 6" COMP. CSBS PER WSDOT (�
<br />}� ZONE- EMC 46.28.130" SPECIFICATION Q
<br />a 6" COMP. CSBS PE WSDOT NE oRFACE I 21 '� SIGN PER NOTES THIS w Z
<br />12" CONCRETE LINE 20 122441 SF SHEET, (TYP) UNLESS D PRIVATE LOOP RD y J
<br />SPECIFICATION OF WALL .( 5' P -`s ' %� `�' I OTHERWISE NOTED - (L
<br />1 $ PRIVATE ROAD - 20 MPH DESIGN SPEED
<br />12" CONCRETE ; 19 1181 SF „: ° o \. ,o`� o. N.T.S. O F
<br />F PRIVATE LOOP RD 2 18 1181 SF s; %. o 5.5' S' If
<br />= - PRIVATE ROAD 20 MPH DESIGN SPEED I m 1180 SF P ° LINE TO FACE - --- 20' LANDSC APE to
<br />�^„3 FROM PROPERTY
<br />ly= '�` N.T.S. 1 " -v,a
<br />5' '°"` OF WALL Q
<br />o SEE PLAN,
<br />tp,NDSCAPE I R-2 "o E - 10' 10' w THIS SHEET =
<br />N i BUFFER (TMp) 1, N 23+� / TRAVEL LANE TRAVEL LANE a w ¢
<br />\ xe
<br />OF
<br />6' WOOD � 2� 2%
<br />os ;; 2.5' a. �• PERIMETER L
<br />IN FROM I ems• R�30.00'
<br />w6
<br />J x PROPERTY I °\s 2" 24+pO / I R WN
<br />�2 LINE TO FACE ""` - T / E io CURB, NDARD 12 CONCRETE DESIGNS TU
<br />FENCE �
<br />"`N _.,,"E � CONCRETE 6" COMP. DEPTH SEE 3TRUC W RAL iE NOT ONE NCH ON THIS SHEET,
<br />o
<br />HMA
<br />ry O OF WALL 2 5' A 16 4� 03 Z o �� o, N BARRIER PER WSDOT STA awusT scnLEs ACCORDINGLY.
<br />2La cow pA�: SCALE: DATE:
<br />DRIVEWAYS ARE SPECIFICATION
<br />o SECTION 5-04 NOT PRESENT AS SHOWN 05/12/23
<br />i F i / Np Ao A v m 6" COMP. CSBS PER WSDOT
<br />SPECIFICATION DESIGNED BY: CHECKED BY:
<br />KDS/TB I ACR/SS
<br />CALL BEFORE I PACE PROJECT NO. 21586
<br />o 10 20 40 E PRIVATE LOOP RD YOU DIG 811
<br />Fa \ A HORIZ. - PRIVATE ROAD - 20 MPH DESIGN SPEED UNDERGROUND SERXE (USA)
<br />3 Scale In Feet N.T.S.
<br />REVI122-001 I SHEEP 6-61
<br />5.0'
<br />SIDEWALK
<br />TRAVEL LANE
<br />TRAVEL LANE
<br />2%
<br />2%
<br />�2%
<br />
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