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FIRE MARSHAL NOTES NOTES SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. NOTE: q v�n�8w
<br /> 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
<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' 6.0' 6.0' 1-FT INSIDE THE EXISTING
<br /> PLANTER SIDEWALK I 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 °Hv� I 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+ 2%29.00 EWA
<br /> THAN 3/4-INCH IN HEIGHT. MAXIMUM DISTANCE BETWEEN SIGNS NO GREATER (17.50 RTT) °Hvi °� 1-3%
<br /> THAN 75 FEET. BEGIN D/W - w 00"1 +76.87 ------ - z
<br /> ° 8" WHITE BIKE w w
<br /> 5. PAVEMENT MARKINGS: STA 100+23.00 _/°MP (17.5 6" CONCRETE w O J J
<br /> * 6-INCH WIDE, WHITE STRIPE ON PAVEMENT o�P ° w STRIPE 5.5' FROM o ¢ J
<br /> (24.0 RTT) , FRONTAGE 6" COMP DEPTH GRAVEL BORROW ¢ ¢
<br /> * FACE OF CURB p K
<br /> "FIRE LANE NO PARKING" SHALL BE PAINTED IN WHITE TRAFFIC PAINT SIDEW LK r IMPROVEMENTS U
<br /> °HP VERTICAL CONCRETE CURB
<br /> WITH MINIMUM 3.5"x0.5" LETTERING '\ 3" COMP DEPTH w 3 m m
<br /> * °Hv W� _ 1+00 -•" AND GUTTER (PER COE 312) p p
<br /> WHEN HYDRANT IS PRESENT THE "FIRE LANE NO PARKING" SHALL BE 10 HMA Cl 1/2" J V! v7 p z
<br /> CENTERED IN FRONT OF HYDRANT. °NP� ,�o�o \ A 100+81.87 3" COMP DEPTH M. 0 w LD
<br /> 6. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL m m \ (17.50 RTT
<br /> CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. EN_D IF,61 OMP DEPTH GRAVEL BORROW sa
<br /> a m �
<br /> 7. ALL UNITS SHALL BE EQUIPPED WITH TYPE NFPA 13D AUTOMATIC FIRE ° -Ora '� ° �'m - \ ss �A FRONTAGE IMPROVEMENT - W MULKILTEO BLVD z z En
<br /> SPRINKLER SYSTEMS. -°eP w \ _� - PUBLIC RIGHT-OF-WAY O g O w
<br /> B. PORT CAPS TO BE PAINTED BLACK PER COE DETAIL 507.
<br /> 9. PROVIDE BLUE STREET REFLECTOR(S) ON THE HYDRANT SIDE OF CENTERLINE TO ON / 6x9 10p+� " _ _ w
<br /> P
<br /> + �c,* MAJOR ARTERIAL ROAD N N O N O O
<br /> INDICATE HYDRANT LOCATIONS. °"P OP 6 so \' - _ - SPE N.T.S.
<br /> MPH o U U
<br /> STA 97+73.66 °e w/ Ao ,,J -
<br /> STA 97+46.61 (18.00 RTT)
<br /> BEGIN D/W ✓ -- ITE c /'/ sn +�q, - 31, > > n w N
<br /> (17.50 RTT) °HP - - W- PROP. STOP
<br /> BEGIN FRONTAGE STA 97+67.66 +� w�0-8E BIKE STRIPE, - Q 1 SIGN, 1'
<br /> ST 9�7 1.66 RELOC w �s
<br /> IMPROVEMENTS (24.00 RTT) oNP ''OTHERS o 5.5' F OMB / BEHIND 5.0' 16' 10' m N r7 a
<br /> 18.00 R s ,_ �N o SIDEWALK SIDEWALK TRAVEL LANE TRAVEL LANE
<br /> STA 97+41.61 °.. gLVD 9 _ sn -
<br /> (17.50 RT) ST 7.66 AuKILTE -s� 0 •' i �°
<br /> BEGIN TEMP _ (24.00 RTT) WEST
<br /> P
<br /> RAMP SIDEWALK RP OP 2% �2% o N
<br /> /Qav SAWCUT ., e.. I =
<br /> 00
<br /> E
<br /> 0
<br /> �� i=' .. ' • - °:' 7� " D 12" CONCRETE c a 8
<br /> Ep
<br /> 10' 6" CONCRETE d �-, :2 m
<br /> STANDARD SPECIFCATIDEPTHON M ECTIONA PER WS 04 $ a a ce 'w
<br /> LANDSCAPE 6" COMP DEPTH 6" COMP.TCSBS PER WSDOT m
<br /> i 10'
<br /> i O2 1216 SF ,; BUFFER GRAVEL BORROW SPECIFICATION 5 0
<br /> 25 O3 220 "" _,11'' 1 S , �m v
<br /> ® 2z SF PRIVATE LOOP RD W Q
<br /> 1 WATER as _ 12.69' B
<br /> s%� • i 5 1220 SF nFNc.i i _
<br /> S88'42'42"E PRIVATE ROAD-20 MPH DESIGN SPEED
<br /> 1525 SF @ N.T.S.
<br /> 6663 SF g INTERSECTION 10, R
<br /> +
<br /> 1525 SF STA 21+10.81 �•
<br /> I (0.00 T) 25' LANDSCAPE BUFFER
<br /> 18' DRIVEWAY RAMP 1220 SF • 0.5 4.5' 5.5,
<br /> i ..
<br /> TYPE 3 PER CITY O9 1221 SF „�-� p0'� 2 CURB g o0
<br /> 15' 5.0' 10' � 10' w J
<br /> / STANDARD DWOF �GT317 1296 SFs. ¢.o �o ro �3p9' R= o INSTALL CROSSWALK, SIDEWALK TRAVEL LANE TRAVEL LANE LLw03 •� PFc 6�e�
<br /> PER DETAIL 1, .�sTER A _
<br /> \ 6 ' SHEET C3.1
<br /> Z 1 ---
<br /> T
<br /> ... 15843 Z� _ 3 2% 2-y 2% 21
<br /> o 5 `OOp go Nj6 i�Qg"E A o>:
<br /> oN, QSR e. pR\V E BWd 12" CONCRETE PROPOSED WALL
<br /> PARCEL 8 MUK�\teo , 0 I SEE STRUCTURAL
<br /> 00
<br /> 26+pp 37 W 9B? PROP. _ N 6" CONCRETE7CARRER6" COMP. DEPTH HMA PER DESIGN�PSST,ST,STOP ITOP
<br /> TO
<br /> GN 6" COMP DEPWSDOT STANDARD SPECIFICATION55' , GRAVEL BORROWSECTION 5-04 J
<br /> 10 6" COMP. CSBS PER J H LIJ c
<br /> WSDOT SPECIFICATION N
<br /> 11 1181 SF PROP. "NO PARKING- 00
<br /> - AFIRE LANE" PAVEMENT m
<br /> Property Line 6, 31 SF s- ,�o� <°' ; 12 1181 SF .MARKINGS AND STRIPING PRIVATE LOOP RD Z ul Q
<br /> E' a v O _p NOTES THIS SHEEP _ w
<br /> J, s e 13 1181 SF J` PRIVATE ROAD-20 MPH DESIGN SPEED w W
<br /> ROP 15 MENT PER 14 1181 SF I �=IROP 25' N.T.S. > F
<br /> WATER A N 20 11060465 WATER & 10 O Q w
<br /> 2 EASEMENT I 1241 SF 6 �= � - SEWER 20' LANDSCAPE BUFFER = = a,
<br /> \ ' EASEMENT 4.5' 5.5 w Lu
<br /> W>
<br /> Q.. •.•,� 10' 10' w J
<br /> 26' 10' ACCESS I 47 15 9 ,� TRAVEL LANE TRAVEL LANE 0 3 Q
<br /> LO
<br /> EASEMENT 16 0 / + I 1' I c
<br /> 1301 SF I^. N DEVELOPER SHALL SUPPLY`. TRAVEL LANE q TRAVEL LANE (n'p) 17 1301 SF / I 2%_ -% .1
<br /> .1
<br /> - w 1282 SF AND INSTALL PER . CB 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 TO Q 1301 SF BARRIER CURB, SPER PEC FSDTIONTANDARD SEE STRUCTURAL
<br /> 26' WHERE 12" CONCRETE DESIGNS
<br /> 1301 SF DRIVEWAYS ARE SECTION 5-04 w
<br /> 6" COMP. DEPTH HMA PER WSDOT PROP. "NO PARKING- NOT PRESENT
<br /> i
<br /> - STANDARD SPECIFICATION SECTION 3 5' FROM 10 o FIRE LANE-TOW AWAY 6" COMP. CSBS PER WSDOT 0
<br /> }� ZONE- EMC 46.28.130" SPECIFICATION Q
<br /> a N 6" COMP. CSBS PER WSDOT PROPERTY I 21 '� SIGN PER NOTES THIS w Z
<br /> 12" CONCRETE LINE 20 122441 SF SHEEP, (TYP) UNLESS D PRIVATE LOOP RD y J
<br /> SPECIFCATION OF WALL .(5' P -`s ' %� `�' I OTHERWISE NOTED - 0_
<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 16 1181 SF s; %. o 5.5' S' It
<br /> - PRIVATE ROAD 20 MPH DESIGN SPEED I m 1180 SF P LINE TO FACE ---- 20' LANDSCAPE
<br /> Gn
<br /> FROM PROPERTY
<br /> N.T.S. I ° -via
<br /> 5' OF WALL Q
<br /> o \p,NSEE PLAN,
<br /> DSCAPE I R-2 "o E - 10' 10' w THIS SHEET =
<br /> N '1 BUFFER (TMP) 1 N 23+00 / TRAVEL LANE TRAVEL LANE a w¢
<br /> \ xe
<br /> .Sp �p�w,".F "s - 6' WOOD 2% 2%
<br /> OF
<br /> os IS 2.5' a. �• PERIMETER ., SCALE
<br /> w6
<br /> � FROM I ems• R�30.Oo' /, '
<br /> 1J x PROPERTY I °\s 72" 24+pO I R WN
<br /> �2 LINE TO FACE ""` -T / E io CURB, STANDARD 12 CONCRETE DESIGNS
<br /> FENCE �
<br /> "`N_.,,"E CONCRETE 6" COMP. DEPTH SEE STRUCTURALPROPOSED
<br /> W IF NOT ONE NCH ON THIS SHEET,
<br /> o
<br /> HMA
<br /> ry O OF WALL 2 5 \ 16 4� 03 Z o 0�v` N BARRIER PER WSDOT STA nwusT SCALES nccoRDlNCLr.
<br /> 8 �� T / 2�a cow 0 LP SCALE: DATE:
<br /> DRIVEWAYS ARE SPECIFICATION
<br /> «b S \ v / -nUlo o SECTION 5-04 AS SHOWN 05/12/23
<br /> Np A0 A v m NOT PRESENT 6" COMP. CSBS PER WSDOT
<br /> SPECIFICATION DESIGNED BY: CHECKED BY:
<br /> / i N KDS/TB ACR/SS
<br /> a= / A^N v` CALL BEFORE PACE PROJECT NO. 21586
<br /> / / 0 10 20 40 E PRIVATE LOOP RD YOU DIG 811
<br /> Fag \ A i HORIZ. - PRIVATE ROAD-20 MPH DESIGN SPEED UNDERGROUND SOME(USA)
<br /> 3 Scale In Feet N.T.S.
<br /> cffi o.
<br /> REVI122-001 SHEET
<br />
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