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FIRE MARSHAL NOTES NOTES SE1/4 SWI/4 SEC.34,TWP. 29 N.,RGE.4 E.,W.M. hum n �±n N oa
<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 <m m m)o
<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 i PAVEMENT EDGES WfTH
<br /> BUILDING, AND SHALL NOT BE OBSTRUCTED FROM VIEW AT ANYTIME. AND PER THE CITY PUBLIC WORKS INSPECTOR. 30'IX. 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 I WITH AR4000 AND SAND.
<br /> 17.5'
<br /> A MINIMUM OF 4-INCHES IN HEIGHT. DRIVEWAYS WITHIN 50' OF THE RIGHT-OF-WAY SHALL BE W. MJKILTEO BLVD (17.50 RTT) SAWCUT SHALL BE MINIMUM
<br /> 4. "NO PARKING-ARE 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 DUSTING
<br /> (12"X18"), RED LETTERS ON WHITE REFLECTIVE BACKGROUND. "NO PARKING" & 3. ALL PROPOSED WALLS/ROCKERIES OVER 30-INCHES PRIVATE LOOP RD PUNTER SIDEWAIJcI FOUR OF PAVEMENT.
<br /> FIRE LANE' SHALL BE NO LESS THAN 2-INCHES IN HEIGHT. 'TOW AWAY ZONE" SHALL HAVE FALL PROTECTION ALONG THE TOP. STA :!0+00.00 -STA 100+66.00 1O SAWCUT LINE FOUR-FOOT MINIMUM PAVED
<br /> SHALL BE NO LESS THAN 1" IN HEIGHT. "EMC 46.28.130" SHALL BE NO LESS STA 100+2E.00- (24.00 RTT) SECTION REQUIRED.
<br /> THAN 3/4-INCH IN HEIGHT. MAXIMUM DISTANCE BETWEEN SIGNS NO GREATER (17.50 RTT) SIDEWALK 1-3% rz
<br /> THAN 75 FEET. BEGIN D/W STA 100+76.87 I I w
<br /> 5. PAVEMENT MARKINGS: ETA 100+23.00 (17.50 RTT) 8" WHITE BIKE Jj77 6" CONCRETE o
<br /> • 6-INCH WIDE, WHITE STRIPE ON PAVEMENT STRIPE 5.5. FROM jI o
<br /> U E (24.00 RTT) 1 --\ END FRONTAGE `6" COMP DEPTH GRAVEL BORROW a a
<br /> ' "FIRE LANE NO PARKING" SHALL BE PAINTED IN WHITE TRAFFIC PAINT 8 SIDEWALK I- i IMPROVEMENTS FACE OF CURB L
<br /> WITH MINIMUM 3.5"x0.5" LETTERING L"1 3' COMP DEPTH VERTICAL CONCRETE CURB 3 j m m
<br /> ' WHEN HYDRANT IS PRESENT THE "FIRE LANE NO PARKING" SHALL BE me \ 101a00 AND GUTTER (PER COE 312)
<br /> Cy HMA CI 1/2' z
<br /> CENTERED IN FRONT OF HYDRANT. ,G'^o; 1 A 100+81.87 �^g
<br /> 6. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL m Ci^t1' 1 (17.50 RTT) 3" COMP DEPTH ATB
<br /> CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. NOV 2023 �`�p END TEMP 6"COMP DEPTH GRAVEL BORROW m P c c7
<br /> 7. ALL UNITS SHALL BE EQUIPPED WITH TYPE NFPA 13D AUTOMATIC FIRE �''' �, 1 RAMP O FRONTAGE IMPROVEMENT - W MULKILTEO BLVD Z N q
<br /> SPRINKLER SYSTEMS.
<br /> 8. PORT CAPS TO BE PAINTED BLACK PER COE DETAIL 507. - > 1 PUBLIC RIGHT-OF-WAY ,� ,�
<br /> 9. PROVIDE BLUE STREET REFLECTORS) ON THE HYDRANT SIDE OF CENTERLINE TO 6 x9 100+00 N‘5,.. \ MAJOR ARTERIAL ROAD L 0
<br /> US + � 1•' SPEED=35 MPH E Li 3
<br /> INDICATE HYDRANT LOCATIONS. CITY OF EVE ��
<br /> -STA 97+73.66 N.T.S. o o O
<br /> BEGIN ) Permit Services LANDING 31' a 2 2 z
<br /> STA 97+46.61 i-
<br /> (17.50D/W8 WHITE 1111103.041111' > n n NEGIN FROONTAGE ETA 97+67.66- TO BE BIKE STRIPE, PROP. STOP -.
<br /> IMPROVEMENTS (24.00 RTT) -STA 97+91.66 RELOCATED 5.5' TapM F. I : SIGN, 1' M
<br /> SIDEWALK (18.00 RTT) BY OTHERS 99+ . ' . BEHIND 5.0' 16' 10' uT a n N >
<br /> SIDEWALK SIDEWALK TRAVEL LANE TRAVEL LANE '�'
<br /> STA 97+41.61 END D/W TEO BLVD- - i•A ` :' - • -
<br /> (17.50 RT)BEGINRAMP TEMP -(24.00 A +RTT) WEST MUKI�L -• •1`Y / A I d 1 2
<br /> SIDEWALK_____ __ PROP.
<br /> "��� • r� I I 2-_ ......z .. �R �n
<br /> SAWCUT 00 � �,
<br /> dm
<br /> •
<br /> 11111110111111111--------
<br /> 1 i ..-� '''i.�o//_', ��r- , ° 16' 0 10' 6" COMP. DEPTH HMA PER WSDOT- 12" CONCRETEI i,
<br /> ,",
<br /> ip• 6" CONCRETE STANDARD SPECIFICATION SECTION 5-04 g�'�
<br /> ta.
<br /> i 00•1'�� 'i,��( O 4 b LANDSCAPE 6" COMP DEPTH 6" COMP. CSBS PER WSDOT- ,,,SSSS 2
<br /> �l '' . . O 2 1216 SF a BUFFER GRAVEL BORROW SPECIFICATION m N
<br /> I �0 3 1220 S •�
<br /> a ., ���,`' Q ,2zo sF 1269• O PRIVATE LOOP RD "a
<br /> ,%OW S 1220 SF S6g42'42"L PRIVATE ROAD-20 MPH DESIGN SPEED
<br /> 1 ��� 0 !' �� 1525 SF ® N.T.S.
<br /> \�� 110 --- � 0 © ,� 6663 SF - INTERSECTION E .EW,C"R,
<br /> \ STA 21+10.81 10'
<br /> \ �� O 1525 SF �,1 I 25' LANDSCAPE BUFFER O.
<br /> j , 1220 SF �\� (0.00 T) 0.5 .•i *3I''I
<br /> �� \ O >�11 - 1V .0'gr 2A - 5.0' CURB 10' i 10' 7. /, E
<br /> \ 1296 SF `\� m.a N N1�p9 R= i0' INSTALL CROSSWALK, SIDEWALK TRAVEL LANE TRAVEL LANE Uu.o 1 'T'4; 4'
<br /> \ Q ; �� kv 21t00 L' ' 9 SHEET PER EC3.L 1, i. I I .isr•.
<br /> ®�k,1®11S 1 ,
<br /> \\\ `` P RDAD ,�l E ; q.. ,.�.�.�.'IL 2X ..'� . _Al 2. 'i-g-23
<br /> 5�pE i' 11 '(E LDO Nl 11- ............ ....... I
<br /> O`er (� ` PRp1 P• M I CONCRETE 12" CONCRETE PROPOSED WALL
<br /> �\\ \ 1ANgVEFF' Ij 0•r i
<br /> ���M ..�11� PRGP. AS + 6" CONCRETE BARRIER SEE STRUCTURAL
<br /> 'loT'" \, CURB 6" COMP. DEPTH HMA PER DESIGN co
<br /> �� SIGN STOP k
<br /> '1`i I 6" COMP DEPTH WSDOT STANDARD SPECIFICATION
<br /> l �'///%'i 1 ` `� N�� In 2. �i I GRAVEL BORROW SECTION 5-04 U
<br /> J
<br /> / o �o ID 00
<br /> PROP. -NO PARKING- 6" COMP. CSBS PER
<br /> WSDOT SPECIFICATION J ~ N
<br /> \ ® /�/ 11 1181 SF 10.
<br /> \ '• /�'" R'� FIRE LANE" PAVEMENT Z a>
<br /> g \ 6.43, SF - m oe 12 1181 SF MARKINGS AND STRIPING c PRIVATE LOOP RD u;
<br /> All; ' `� �' 13 1181 SF ' /I i PER NOTES THIS SHEET O PRIVATE ROAD-20 MPH DESIGN SPEED W W
<br /> 3 ROP 15 I -' , 14 1181 SF . 1.1741f I I PROP 25' N.T.S. 10• IE 2 Q
<br /> ,,,.-1
<br /> WATER
<br /> SEWER 20' LANDSCAPE BUFFER WATER & 0' .,'
<br /> EASEMENT 4.5 5. W a,I- >
<br /> �. • � �'� - �J TRAVL LANE TRAVQ LANE010' ACCESS . ` �
<br /> 26 EASEMENTt6 1305 SF - oo. .�, -' , I , a.- R SHALL SUPP Y6 13' 13' (TYP) 1� 0161411....
<br /> , N L5TRAVEL IANE TRAVEL LANE '1301 SF '-
<br /> 1282 SF . 18.5' 10' 10' AND INSTALL PER LISPS SPECS 4z 3:1
<br /> 2 5' FROM 4 (2) 13 UNffs CBU. CBU
<br /> LINEPROPERTf
<br /> p FACE • \ ������ • © ® I L'::u AT BASE W/FRONT OF ..__ ..
<br /> '� 2R
<br /> r 2% 2% OF WALL ��-������ ® 1301 SF 1300 SF BOX 12 BEHIND AT GRADE CURB, STANDARD 12 CONCRETE DSEE STRUCTURAL
<br /> ESIGNS
<br /> CONCRETE R PER COMP DE LLI
<br /> HMA PROPOSED WALL
<br /> �, g /� BARKER SPECIFICATION
<br /> .. .. • I+ 0- ��1 1301 SF DRIVEWAYS ARE
<br /> _..._...._. . . d SECTION 5-04
<br /> • IN PROP. "NO PARKING- NOT PRESENT
<br /> 6'COMP. DEPTH HMA PER WSDOT I', �i�� FIRE LANE-TOW AWAY
<br /> STANDARD SPECIFICATION SECTION 3 5' FROM I j O g ZONE- EMC 46.28.130" SPECIFICATIONS PER WSDOT Ci
<br /> (�
<br /> 183 5-04
<br /> C pROPERN I �� 21 ,� dl SIGN PER NOTES THIS LLI Z
<br /> -6" COMP. CSBS PER WSDOT 12" CONCRETE-
<br /> OF TO FACE 1 0 1241 SF ` SHEEP, (TYP) UNLESS Oo PRIVATE LOOP RD
<br /> SPECIFICATION OF WALL ," 5' © '° I I OTHERWISE NOTED PRIVATE ROAD-20 MPH DESIGN SPEED (� d
<br /> g -12" CONCRETE 19 1181 SF `� "��! a
<br /> ` F PRIVATE LOOP RD ��_ 2 Q 1 I 5.5' N.T.S. a 0 WI
<br /> 18 1191 SF . c
<br /> I. FROM PROPERTY CO V1
<br /> I O PRIVATE ROAD-20 MPH DESIGN SPEED E 180 SFN LANDSCAPE
<br /> ( I \ LINE TO FACE 20' - �� Ce
<br /> g N.T.S. 5' 1 111 ''W%
<br /> OF WALL SEE PLAN, a
<br /> J THIS SHEET =
<br /> r
<br /> 8�, FFERE I �"� Z3+pp i TRAVEL LANE TRAVEL LANE <,I I
<br /> 4RW
<br /> To jII \a o `17..00 p•"y4+� ••"" '� -...••--•--•/-•' '�I •- ' y� FENCE CONCRETE ~ 6" COMP. DEPTH HMA 2% IFVERIFY^ tCALE
<br /> 1, s
<br /> 2 5' , j,
<br /> R r!
<br /> k REcEilvyFROM 30. • wh I, INCH ON(HI LE u�avnrvc.
<br /> pROPER'f'f • •• C PROPOSED WALLS�''
<br /> FACET C'€INCH ON ills SFIEET.
<br /> 45. LINE / N BARRIER CURB, PER WSDOT g$ MAY
<br /> OF WALL y 5, ..•. ••. _9 o m'a`n WHERE SPECIFICATION STANDARD 12"CONCRETE DESIGNS
<br /> UCNRAL _,.. T u..u�s xcn�T>I^x;Lv.
<br /> \ .7'-'
<br /> L MA I 2 ',.T �_. - •.•..•-•- -•p/ -a �n N o. f o p er• Elb DRIVEWAYS ARE SECTION 5-04 Sl'el F: DATE:
<br /> F 3 2023 ....................................
<br /> -•- 0� �p7o mc� �T� NOT PRESENT AS SHOWN 04/13/23
<br /> �: 1 m o pYa 6" COMP. CSBS PER WSDOT DESIGNED BY: CHECKED BY:C C�Ty O i� - N SPECIFICATIONCAL KDS/TB ACR/SS
<br /> \ PermitHORIZNO.ServicesScale In Feet PRIVATE ROAD-20 MPH DESIGN SPEED RE 2-001 SHEET C3•0
<br /> N.T.S.
<br />
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