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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 °Hv�
<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 />°�P °
<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 />°NP 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 />\0
<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 />, �o�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 TF-61
<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 -°ra '� °
<br />`�
<br />�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 />-°HP 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 />GM /
<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°e
<br />OP 6 so
<br />�o
<br />-
<br />,^- -
<br />- �-o
<br />N.T.S.
<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 d., ,, /
<br />_ ` _
<br />',� " s°�''A - - PROP STOP
<br />31
<br />J
<br />�
<br />>
<br />J
<br />�
<br />> n
<br />0 0
<br />M N
<br />BEGIN FRONTAGE STA 97+67.66 pHP 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 , _ mo d N SIDEWALK
<br />STA 97+41.61 °eP O
<br />(17.50 RT) o ST 7.66 L)KILTE - 9
<br />BEGIN TEMP _ (24.00 RTT) yVEsT M _ _,- /, - ^: •'a�' z o
<br />,I
<br />RAMP SIDEWALK RP OP
<br />SAWCUT
<br />WT o
<br />" D 12" CONCRETE N t a
<br />10' OT
<br />6" CONCRETE d M
<br />STANDARD SPECIFCATIDEPTHON M ECTIONA PER WS 04 $ a a OR '
<br />LANDSCAPE 6" COMP DEPTH7�
<br />COMP
<br />¢ 3 i
<br />•d. a5 " 26 _ I 6" COMPCSBS PER WSID m m
<br />_ss _ SPECIFICATION _
<br />\� � � � • �. ; i � ` SF BUFFER GRAVEL BORROW
<br />s AE „. 12.69• B PRIVATE LOOP RD Q €�
<br />S88.42'42"E - PRIVATE ROAD - 20 MPH DESIGN SPEED
<br />s \ 1525 N.T.S.
<br />\ i 8 6663 SF INTERSECTION R
<br />/ss / F 1 a. S I (0 00 T) TA 10.81 25' LANDSCAPE BUFFER
<br />18' DRIVEWAY RAMP 0.5 4.5' 5.5 '
<br />TYPE 3 PER CITY ' . .. on, or 2 CURB aR a"
<br />15' 5.0' 10' � 10' w J
<br />/ STANDARD DWOF EGT 317 129 ¢ v �I`' �399 R= o INSTALL CROSSWALK, SIDEWALK TRAVEL LANE TRAVEL LANE LL w0 3 '� PFc 6�
<br />\ m PER DETAIL 1, .�sTER
<br />' SHEET C3.1
<br />Z 6 I T aw,,,"
<br />15gA3 Z� 3 21 2-1 2% 2:1
<br />"
<br />oN pSR' ° '• pFt\V P1E\-OOp ROPO:Nj611'QSE A 1P ,'�' -y CONCRETE 12" CONCRETE PROPOSED WALL
<br />PARCEL 8? 0 I BARRIER SEE STRUCTURAL
<br />8' w* PROP. 6" CONCRETE
<br />26+p0 STOP - CURB 6" COMP. DEPTH HMA PER DESIGN oo
<br />\ SIGN 6" COMP DEPTH WSDOT STANDARD SPECIFICATION
<br />2 GRAVEL BORROW SECTION 5-04 J �0 p 10 5.5' I 6" COMP. CSBS PER J W H o
<br />cD
<br />I o .yob N
<br />11 1181 SF PROP. "NO PARKING-
<br />- - FIRE LANE" PAVEMENT m
<br />Property Line oo
<br />6,�,31 Si s- o`� 4°' ; 12 1181 SF MARKINGS AND STRIPING c PRIVATE LOOP RD Z LI a
<br />d Mukllte° 1181 SF S' .PER NOTES THIS SHEET - PRIVATE ROAD - 20 MPH DESIGN SPEED W to
<br />& 56.5 RWATER JI .tea N zo s MFN1 PER 36a0# -H E�erett_F -DROP 25' 10' Q
<br />` N.T.S.
<br />\ Fp,SEMENT I B WA 98203 .1 = WATERSEWELANDSCAPE BUFFER 2 _ Lu
<br />20'
<br />"� H W
<br />i 4.5' 5.5'
<br />.. _1. EASEMENT W rn
<br />d.. °"'� 10. � 10. w J >
<br />26' 10' ACCESS I 47 15 d ,� TRAVEL LANE TRAVEL LANE 103 Q o W
<br />Ln
<br />EASEMENT ,6 y + I ,' I a)1301 SF
<br />`2 13' 13' (TYP) 17 1301 SF DEVANDLOPER SHALL SUPPLY
<br />INSTALL PER USPS SPECS
<br />TRAVEL LANE TRAVEL LANE
<br />FROM I w -' 1282 SF (2) 13 UNITS CBU. CBU 2� f-% 31
<br />2.5' 4
<br />© 18.5' 10' ,0" LEVEL AT BASE W/FRONT OF
<br />1 4 PROPERTY
<br />I Q' _ O 6" COMP. DEPTH HMA
<br />23 SF BOX 12" BEHIND AT GRADE CONCRETE PROPOSED WALL
<br />LINE TO SEE STRUCTURAL
<br />1 PER WSDOT STANDARD
<br />2%� 2% OF WALL 8'- �.. � ©2 26, BARRIER CURB, 12" CONCRETE DESIGNS
<br />SPECIFICATION
<br />�+, `-� i 130 DRIVEWAYS ARE
<br />6" COMP. DEPTH HMA PER WSDOT I9 PROP. "NO PARKING- NOT PRESENT SECTION 5-04 W
<br />i
<br />STANDARD SPECIFICATION SECTION 3 5' 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 PROPERTY I � SIGN PER NOTES THIS W Z
<br />SPECIFICATION 12" CONCRETE LINEOF WALL b, SHEET, (TYP) UNLESS D PRIVATE LOOP RD y J
<br />'�•5� ; ry "� I OTHERWISE NOTED - PRIVATE ROAD - 20 MPH DESIGN SPEED � (L
<br />12" CONCRETE o, &
<br />...0 \. '7 N.T.S. W
<br />5.5'
<br />el F PRIVATE LOOP RD 2 m 18 .:.'^... _OA �:' �' o FROM PROPERTY LANDSCAPE m N
<br />,^„3 = - PRIVATE ROAD 20 MPH DESIGN SPEED I m 1180 P .. <„ LINE TO FACE 20' BUFFER
<br />ly= N.T.S. 5'
<br />G.vaEa"E J
<br />'1 BSEE PLAN,
<br />IDS I NP u„ o - 10' 10' w THIS SHEET =
<br />( ) a • p 23+00 TRAVEL LANE TRAVEL LANE < w ¢ Q
<br />\ xe
<br />sp �p�w,".F "s - 6' WOOD 2� 2%
<br />OF
<br />os IN 2.5' a. • PERIMETER L
<br />w6
<br />� FROM I ems• R�30.Oo' / , '
<br />J x PROPERTY I °\s 2" 24+00 / I R WN
<br />�2 LINE TO FACE ""` - T / E io CURB, STANDARD 12 CONCRETE DESIGNS
<br />FENCE
<br />"`N _.,,"E a CONCRETE 6" COMP. DEPTH SEE PROPOSED
<br />W STRUCTURAL IF NOT ONE c NCH ON THIS SHEET,
<br />o
<br />HMA
<br />ry O OF WALL 2 5 \ 16 4� a3 Z o o� o, N BARRIER PER WSDOT STA nwusT SCALES ACCORDINGLY.
<br />8 -7 T / 2201 cow p A L: SCALE: DATE:
<br />DRIVEWAYS ARE SPECIFICATION
<br />«b S \ v / -nino. o SECTION 5-04 AS SHOWN 05/12/23
<br />Np A0 A v m NOT PRESENT 6" COMP. CSBS PER WSDOT
<br />ink I� / R`te-a m �n SPECIFICATION DESIGNED BY: CHECKED BY:
<br />`2 / i N KDS/TB ACR/SS
<br />a / �^N v` CALL BEFORE PACE PROJECT NO. 21586
<br />0 10 20 40 E PRIVATE LOOP RD YOU DIG 811
<br />Fa \ A HORIZ. - PRIVATE ROAD - 20 MPH DESIGN SPEED UNODtGROUN0 SERNCE (US1)
<br />3 Scale In Feet N.T.S
<br />cAR N.T.S. o.
<br />REV1122-001 SHEET
<br />5.0'
<br />SIDEWALK
<br />TRAVEL LANE
<br />TRAVEL LANE
<br />2%
<br />2%
<br />2%
<br />
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