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<br /> °m FIRE MARSHAL NOTES NOTES SE1/4 SW1/4 SEC.34,TWP.29 N.,RGE.4 E.,W.M. CV CV 0,1 CV w
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<br /> -.r 1. THE ADDRESS SHALL BE POSTED IN A PLACE NECESSARY TO EASILY LOCATE THE 1. ANY BROKEN OR DAMAGED SIDEWALK/ PUBLIC O NEAT LINE CUT, CLEAN, HEAT m
<br /> II n ENLDING 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 CL • 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 ce
<br /> 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' I WITH AR4000 AND SAND.
<br /> N m 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 /> _.O.N 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' NT E.0' 1-FTEDGE INSIDE THE EXISTING
<br /> o m (12"X18"), RED LETTERS ON WHITE REFLECTIVE BACKGROUND. "NO PARKING" & 3. ALL PROPOSED WALLS/ROCKERIES OVER 30-INCHES PRIVATE LOOP RD PLANTER SIDEWALKI EDGE OF PAVEMENT.
<br /> x "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 (24.0-STA 100+66.00 I O SAWCUT LINE FOUR-FOOT MINIMUM PAVED
<br /> ID SHALL BE NO LESS THAN 1" IN HEIGHT. "EMC 46.28.130" SHALL BE NO LESS STA 100+29.00- RTT) SECTION REQUIRED.
<br /> SIDEWALK �%
<br /> 3' THAN 75 FEET.THAN 3/4H IN HEIGHT. MAXIMUM DISTANCE BETWEEN SIGNS NO GREATER (17.50 RTT) 1-3%
<br /> BEGIN D/W STA 100+76.87 8" WHITE BIKE
<br /> C 5. PAVEMENT MARKINGS:4, 6-INCH WIDE, WHITE STRIPE ON PAVEMENT STA 100+23.00 _ (17.50 RTT) 6" CONCRETE o
<br /> N WITH MINIMUM 3 LETTERING SIDEWALK �, END FRONTAGE STRIPE 5.5' FROM c� a a
<br /> A FIRE LANE NO PARKING" SHALL BE PAINTED IN WHITE TRAFFIC PAINT 24.00 RTT C. FACE OF CURB 6" COMP DEPTH GRAVEL BORROW G a
<br /> * ( ) - � IMPROVEMENTS _ m- -
<br /> - VERTICAL CONCRETE CURB r= m
<br /> '1 3" COMP DEPTH 3 m
<br /> N * WHEN HYDRANT IS PRESENT THE "FIRE LANE NO PARKING" SHALL BE cod 1 \ - 101+00 AND GUTTER (PER COE 312) o 00
<br /> Gy HMA CI 1/2' ! v> rn N ooz
<br /> N CENTERED IN FRONT OF HYDRANT. ,c no o \ A 100+81.87 3" COMP DEPTH ATB G a 95
<br /> 6. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL it Aoa \ (17.50 RTi) t
<br /> CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. 6" COMP DEPTH GRAVEL BORROW f Ci
<br /> m o END TEMP m ce
<br /> 7. ALL UNITS SHALL BE EQUIPPED WITH TYPE NFPA 13D AUTOMATIC FIRE - . ir°` S+ \ RAMP T", FRONTAGE IMPROVEMENT - W MULKILTEO BLVD N s
<br /> SPRINKLER SYSTEMS. w,� \ -
<br /> 8. PORT CAPS TO BE PAINTED BLACK PER COE DETAIL 507. - > - PUBLIC RIGHT-OF-WAY '- w w
<br /> 9. PROVIDE BLUE STREET REFLECTOR(S) ON THE HYDRANT SIDE OF CENTERLINE TO BUS 100hp0 N`n MAJORS ED.3AML ROAD N o 0
<br /> INDICATE HYDRANT LOCATIONS. STOP O. SPEEN.T.S5 MPH t o u ET
<br /> V
<br /> LANDING o 0 o r
<br /> S" WHITE ��' - OWS11111111111frLi
<br /> '� �! PROP. STOP _ 31' iM M NTO BE BIKE STRIPE, SIGN, 1'STA 97+41.61 BYRELOTHERS 5.5 FO I �� �� N - SDHEWALK SIDEWALK TRAVEL LANE TRAVE10'L LANE a n a N
<br /> BEGIN.TEMP UKILTE° ITI 1• d
<br /> RAMP sT M - �� r e
<br /> WE RPRP oP ��® 2% y
<br /> STA 97+46.61 SAWCUT 1° - ' at *Q, To
<br /> o - r ,_.x. 2% I 2% �•,�- ;.r£il I $ c
<br /> (17.50 RTT) g6t0� / � 1�
<br /> BEGIN FRONTAGE I ,^ /�• ®� I iq_$
<br /> IMPROVEMENTS- - '° '' _ rI'���il V ' 16 4 6" COMP. DEPTH HMA PER WSDOT- -12" CONCRETE $
<br /> i '/ 10 r 1 p. 6" CONCRETE rn,`"', U$'
<br /> STANDARD SPECIFICATION SECTION 5-04 ¢ ,o
<br /> %./� i�•� O [ff" LANDSCAPE 6" COMP DEPTH 6" COMP. CSBS PER WSDOT- 'g 3
<br /> s ,��� '� '/ ` O 12 6 SF BUFFER GRAVEL BORROW SPECIFICATION 8 a d. N 0-
<br /> Drv��� o ® 220 s �,� LEI - •
<br /> iri dw'd v
<br /> ` 0 go* 4 1220 SF IF ; ,2ss B PRIVATE LOOP RD
<br /> o s" "� � 5 1220 SF r r S88'42'42"E O PRIVATE ROAD-20 MPH DESIGN SPEED
<br /> ircias ®Ili 1525 SF r CTION N.T.S.
<br /> '' `���,/% ©• O �',lF� ���6663 SF $ j� a TA 21E+10.81 25 10' HF ,`PP'oF wAvii*,•..F'
<br /> ® ` ip 1220 SF 1525 SF �� 0.00 T) ►-_LANDSCAPE BUFFER �. ,� y
<br /> i O 1221 SF ii
<br /> • .. ,0'� 2�� CURB Y: iF
<br /> i ` "S� p�15' r 5.0' 70' 10' w
<br /> 10 1296 SF // 11® N ;log,
<br /> R=T1 10' ' INSTALL CROSSWALK, SIDEWALK I_ TRAVEL LANE TRAVEL LANE _ 0 3 '1 o•F xs3o �?
<br /> \ \ 99 ` 1 a65 SF 4o : m v 2T+� �- _ SHEET C3.7 - 1 ASS SNP ERER\�
<br /> g43 PER DETAIL 1, I I P c,
<br /> 4966 SF
<br /> O
<br /> ®E
<br /> �\ \ !1 _moo?ROPO N.7jyll'08"E �� I 2%� I 2% 2'1 ��....-
<br /> \ �� pF,A\IN _11 �Q i
<br /> CONCRETE ,2" CONCRETE PROPOSED WALL<
<br /> PROP. r 6" CONCRETE BARRIER SEE STRUCTURA
<br /> ' A 26+� �� mill,� CURB 6" COMP. DEPTH HMA PER DESIGN
<br /> STOP 6" COMP DEPTH WSDOT STANDARD SPECIFICATION a-
<br /> �50' \ SIGN 31, 2 ,1, GRAVEL BORROW SECTION 5-04 J
<br /> 1ANJFFE �lor-
<br /> ha o - 11 r �� 6" COMP. CSBS PER J I- o6 o s°�\\tI__� ®�1111��� /i..� .:;`\`- 1181 SF ; "ROP. "NO PARKING- WSDOT SPECIFICATION Nj 11� -�s///` ' •
<br /> a 12 II FIRE LANE" PAVEMENT Z w Obi
<br /> \ \ '_ �. a. I �w Oro •'1 13 1187 SF 'I, MARKINGS AND STRIPING O PRIVATE LOOP RD Dig
<br /> - '. o w O 14 1181 SF ,i� II' •ER NOTES THIS SHEET PRIVATE ROAD-20 MPH DESIGN SPEED W W 3
<br /> PROP I 1�
<br /> WATER 75 1181 SF ; PROP 25' N.T.S.N.T.S. 10 re 2 Q F
<br /> EASEMENT 1 I 1 1241 SF ,,� /'����� WATER & 2p' LANDSCAPE BUFFER 0 = LU
<br /> SEWER Q4 =
<br /> !I EASEMENT LLI O~i j
<br /> 0111011,01113
<br /> ���+ lliTRAVEL LANE TRAVEL LANE w a '1N10' ACCESS O16 �� 'lit `. �io3I W nui
<br /> 26 EAS �ENT 1877 1301 SF �� � _+ 1' of
<br /> iTI .EVELOPER SHALL SUPPLYTRAVEL LANE TRAVEL LANE ( ) 1301 SF '.•®, `� IAND INSTALL PER USPS SPECS I_ ' '1282 SF . ,, ` , Q 2) 13 UNITS CBU. CBU ti 2%�. �2% 3:12gFROMPROPERLY �.�� 24 25 18.5' , 10' 10 .I' :OXEVEL AT 12"BASE BEHI BEHIND AT PROPOSED WALL
<br /> LINE TO FACE • ��� 1300 SF r6" COMP. DEPTH HMA
<br /> CONCRETE
<br /> 27 2y OF WALL � �G�•. ��� 23 1301 SF BARRIER CURB, PER WSDOT STANDARD SEE STRUCTURAL
<br /> �'�� 26 hl WHERE 12" CONCRETE DESIGNS
<br /> a ® `
<br /> ;, - - . *' 0� 1301 SF o ilr SPECIFICATION
<br /> � � _ - I, 1111111411
<br /> � 1 �. III d DRIVEWAYS ARE SECTION 5-04 uJ
<br /> /�� • PROP. "NO PARKING- NOT PRESENT
<br /> lI 1 A 6" COMP. DEPTH HMA PER WSDOT 3,5' FROM (1 - o ZLONE- EMC LANE-TOW46.28.130" SPECIFICATION S PER WSDOT Q
<br /> a STANDARD SPECIFICATION SECTION PROPERTY 1 ® 22 o o - Z
<br /> x 5-04 LINE TO FACE �1 - ® 21 ^� rn SIGN PER NOTES THIS W
<br /> 1111
<br /> ,24, sF , h SHEET, (TYP) UNLESSOPRIVATE LOOP RDg- a -6" COMP. CSBS PER WSDOT OF WALL I OTHERWISE NOTEDNSPECIFICATION ,1, • 20 1181 SF , TA�a i r - PRIVATE ROAD-20 MPH DESIGN SPEED 0: 0.S 3 F PRIVATE LOOP RD19 1181 SF la A- o t 5.5' N.T.S. 0 ILI
<br /> a _ 4 \ .1180 SF 1 ,1' ' ... FROM PROPERTY L BUFFER
<br /> PEFE CO N
<br /> PRIVATE ROAD-20 MPH DESIGN SPEED 1 11 LINE TO FACE 20' BUFFER a
<br /> , O N.T.S. 5' 1 `, OF WALL
<br /> Ls o LANDSCAP • - ' , ! o - SEE PLAN, _
<br /> 10' 10' w -r
<br /> 11
<br /> gUFFER�; ' ',\\ ,1�, �1, 23t00 �, J TRAVEL LANE TRAVEL LANE a w a I THIS SHEE
<br /> x p ECEEIVE a . , _ wo321
<br /> F 2.5'i 4 11/ ' e - ,.. 5/6'
<br /> 1 \ So��, .ow .�• 6' WOOD 2% �' VERIFY SCALE
<br /> 14
<br /> • - , APR 10 2023 • '0.00' i • A FENCEPERIM BAR
<br /> _ FROM • 4,3 .... • ---/► .,� - ena is ONE INCH ON ORIGINAL oaA�nNc.
<br /> ��� PROPOSED WALL o i"
<br /> O `v PRa pRFACE 12" Z4+00 ,•�,,.s��-�' yo CONCRETE 6" COMP. DEPTH HMA iF NOT ONE NCH sNEEr.
<br /> FA a 2 LINE '� / BARRIER CURB,
<br /> i„ a O WALL ' - \ _ +', _� C o04 N PER WSDOT STANDARD SEE STRUCTURA ADJUST SCALES ACCORDINGLY.
<br /> 8 \9G OF EVEF�ETT OF • '�+ r•, •,• / �y r��� WHERE SPECIFICATION 12" CONCRETE DESIGNS
<br /> - CITY ': :. �a _ p� �No
<br /> D� DRIVEWAYS ARE SCALE: DATE:
<br /> SECTION 5-04
<br /> �^. NOT PRESENT AS SHOWN 9/26/22
<br /> �N� ���. .�• / Nvl 6" COMP. CSBS PER WSDOT
<br /> T''m DESIGNED BY: CHECKED BY:
<br /> _ ermit Services i�N A m� SPECIFICATION KDS ACR/KAG
<br /> x
<br /> °- �����/0•/�' ��� 0 10 20 40 E CALL BEFORE PACE PROJECT NO. 21586
<br /> A HORIZ. I O PRIVATE LOOP RD YOU 811
<br /> ▪G m PRIVATE ROAD-20 MPH DESIGN SPEED UNDERG•OUPC SUM(USA) q
<br /> Scale In Feet N.T.S. REVII22-001 SHEET CJ•0
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