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m <br /> mGl FIRE MARSHAL NOTES NOTES SE1/4 SW1/4 SEC.34,TWP.29 N., RGE.4 E.,W.M. NOTE: c N N a <br /> 1. THE ADDRESS SHALL BE POSTED IN A PLACE NECESSARY TO EASILY LOCATE THE 1. ANY BROKEN OR DAMAGED SIDEWALK/ PUBLIC 1O NEAT LINE CUT, CLEAN, HEAT <br /> BUILDING AND EASILY VISIBLE FROM THE STREET FRONTING THE PROPERTY. ND TACK EXISTING <br /> (n RIGHT-OF-WAY SHALL BE REPAIRED/ REPLACED IN R.O.W.R0W \ PAVEMENT EDGES WITH <br /> 2. ADDRESS NUMBERS/LETTERS SHALL BE CONTRASTING WITH THE COLOR OF THE ACCORDANCE WITH CURRENT CITY OF EVERETT STANDARDS <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 /> CD 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 /> a< 15' 6.0' 6.0' 1-FT INSIDE THE EXISTING <br /> �p 4. "NO PARKING-FIRE LANE-TOW AWAY ZONE PER EMC 46.28.130", METAL SIGN MUTCD COMPLIANT. STA 100+50.00 END D/W PLANTER SIDEWALK EDGE OF PAVEMENT. <br /> O 12"X18", RED LETTERS ON WHITE REFLECTIVE BACKGROUND. -NO PARKING" & 3. ALL PROPOSED WALLS ROCKERIES OVER 30-INCHES PRIVATE LOOP RD / SAWCUT LINE <br /> / STA 100+66.00 °Ne 1 O 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 � i= <br /> SHALL BE NO LESS THAN 1" IN HEIGHT. "EMC 46.28.130" SHALL BE NO LESS STA 100+29.00 24•00 RTT <br /> ( �p ) <br /> THAN 3/4-INCH IN HEIGHT. MAXIMUM DISTANCE BETWEEN SIGNS NO GREATER (17.50 RTi) 2% SECTION REQUIRED. <br /> -�---7 THAN 75 FEET. BEGIN 23. w 00+76.87 8" WHITE BIKE r <br /> 5. PAVEMENT MARKINGS: STA 00+23.00 -! o (17.5 RfiT� J 6" CONCRETE o w <br /> * 6-INCH WIDE, WHITE STRIPE ON PAVEMENT 1 a"P _ 1___-- ° w FRONTAGE STRIPE 5.5 FROM 0 ¢ a a <br /> (24.0 RTT) ,' _---- 6" COMP DEPTH GRAVEL BORROW G <br /> p * "FIRE LANE NO PARKING" SHALL BE PAINTED IN WHITE TRAFFIC PAINT a SO W LK °HP r -"�-T IMPROVEMENTS FACE OF CURB k k <br /> ro WITH MINIMUM 3.5"xO.5" LETTERING o 3" COMP DEPTH VERTICAL CONCRETE CURB 3 m m <br /> * " oNe Ut� _a- 1+00 AND GUTTER (PER COE 312) � 03 m <br /> WHEN HYDRANT IS PRESENT THE FIRE LANE NO PARKING" SHALL BE _ - 10 HMA Cl 1/2" w N N N o <br /> ^� CENTERED IN FRONT OF HYDRANT. ore/ -now \ A 100+81.87 <br /> -n N o \ 3" COMP DEPTH ATB w t <br /> 6. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL _ END50 RTIT <br /> �OMP DEPTH GRAVEL BORROW 03 �+ Ei <br /> CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. w _ " w <br /> 7. ALL UNITS SHALL BE EQUIPPED WITH TYPE NFPA 13D AUTOMATIC FIRE " -oNa ,�'I' �m --- \ ss �,fs FRONTAGE IMPROVEMENT - W MULKILTEO BLVD N <br /> SPRINKLER SYSTEMS. oHP w "' <br /> 8. PORT CAPS TO BE PAINTED BLACK PER COE DETAIL 507. wd \ _ �- - PUBLIC RIGHT-OF-WAY <br /> V_ w <br /> oeP j 6'x9' 100+00 �,N MAJOR ARTERIAL ROAD <br /> 9. PROVIDE BLUE STREET REFLECTOR(S) ON THE HYDRANT SIDE OF CENTERLINE TO De "�" A - '��`- - mrdun ARTERIAL rnlN�rcuHu O o <br /> cHe new a fn \- = ® SPEED=35 MPH w0 Z <br /> INDICATE HYDRANT LOCATIONS. /� pp to�e�o J _ N.T.S. ri 0 <br /> aN G 6 5 <br /> V Q 0 O <br /> J <br /> T ,r ° �'i- x f J D -� 31' x x z rn <br /> ITE £ / w D W` PROP. STOP M n N <br /> P' w ELu_ BIKE STRIPE, _ - SIGN,1' <br /> s� � <br /> o� / RELOC 5.5' F OM ��: p' <br /> STA 97+41.61 �aHP �' _--BY"OTHERS 9 s ° N SIDEWALK SIDEWALK TRAVEL LANE TRAVEL LANE M N <br /> (17.50 T),--,-a;P- -�/ TES gLVD• s ° <br /> 7 MLIKIL <br /> WES <br /> PROP. ,,,'' ��� � 2% yq SAWCUT - - <br /> W o <br /> 0 RTT) sssu B I & <n m E <br /> ' 7. <br /> 1 � :Le <br /> BEGIN FRONT/ <br /> 0 a>� a <br /> �" � - 12 CONCRETE <br /> IMPROVEM ss s 16' 10' 10, 6" CONCRETE 6" COMP. DEPTH HMA PER WSDOT d c <br /> p . <br /> STANDARD SPECIFICATION SECTION 5-04 <br /> LANDSCAPE 6" COMP DEPTH w ¢ ` <br /> .g 26• COMP. <br /> CSBS PER WSDOT - n O2 1216 SF BUFFER GRAVEL BORROW SPECIFICATION <br /> 33 1220 S - <br /> D <br /> 0 zz SF WATER B PRIVATE LOOP RD w <br /> e 1269' <br /> 1220 SF APN / S88'42'42"E - PRIVATE ROAD-20 MPH DESIGN SPEED <br /> ss/ 1525 SF N.T.S. NN <br /> yssD 8 INTERSECTION <br /> P CR <br /> i 6 6663 SF R �,.•• f <br /> �ss O 25 1 - A 21+10.81 1 Pr oc wasy;°,F <br /> � 1525 SF ± I ) 25' LANDSCAPE BUFFER ^'co:i <br /> isD \ 1220 SF low0.00 T 0.5' 4.5' S.5' <br /> i\ O 1221 SF 2 CURB Yc :� <br /> 15° 5.0' 10, rt 10' w w <br /> 10 W N� 0' SIDEWALK TRAVEL LANE TRAVEL LANE 0 tL¢ '1 aes3o ' <br /> 1296 SF ..a° F m.p N �3 p9' R= INSTALL CROSSWALK, LL 0 3 <br /> ®9\ \ - A 1-' PER DETAIL 1, F 1465 SF nE' '° NAO +p0 <br /> � 4966 SF .' .P tntp"a 2l � SHEET C3.1f„� 4jO III 21 27 <br /> 2% <br /> �� �E _ rn.'. <br /> - pRIV ple1 00 N,6 , A ° a ° L. I _y CONCRETE 12" CONCRETE PROPOSED WALL <br /> \ C SEE STRUCTURA <br /> PARCEL 8 a >"E '`a PROP. 6" CONCRETE BARRIER <br /> 46+00 STOP - CURB 6" COMP. DEPTH HMA PER DESIGN co <br /> SOpPF- SIGN 2 Ii 6" COMP DEPTH WSDOT STANDARD SPECIFICATION U <br /> GRAVEL BORROW SECTION 5-04 J <br /> 6" COMP. CSBS PER J H co <br /> O WSDOT SPECIFICATION N <br /> 0 1181 SF ROP. "NO PARKING- 7 oo <br /> LFIRE LANE" PAVEMENT 1n rn <br /> 1181 SF :MARKINGS AND STRIPING PRIVATE LOOP RD Z of a <br /> ER NOTES THIS SHEET C U) <br /> �' 1181 SF 5. I PRIVATE ROAD-20 MPH DESIGN SPEED W W <br /> N 7�°565FROP 15' I _'' ¢ O m II, PROP 25' N.T.S. C F <br /> MENi PER 15 1181 SF C <br /> Fn F WATER A N zo 1106046s 10 O Q W <br /> EMENT WATER & LANDSCAPE BUFFER <br /> I=JaS I I 1241 SF 6 cY 'a 20 = 2 w <br /> _. .EASEWERSEMENT � 4.5' 5.5 W > <br /> x 10' 10 w <br /> TRAVEL LONE TRAVEL LANE 0 w wa (� W <br /> 26 10' ACCESSI 47 16 a �03 Q CD <br /> EASEMENT 17 / o I 1, (� m <br /> TYP 1 18 1301 SF N EVELOPER SHALL SUPPLY <br /> 13' 13' O 1301 SF a' <br /> 3 TRAVEL LANE TRAVEL LANE I / 2% <br /> 1282 SF AND INSTALL PER USPS SPECS �_% 3:1 <br /> 2.g' FROM I - Q I (2) 13 UNITS CBU. CBU <br /> �I PROPERTY ® 18.5' 10' 10" OX AT BASE W/FRONT OF <br /> 29 2y, LANE <br /> WALL E �'N 1300 SF OX 12" BEHIND AT GRADE CONCRETE SEEPROPOSED WALL <br /> STRUCTURAL <br /> 6" COMP. DEPTH HMA <br /> ' 23 1301 SF BARRIER CURB, PER WSDOT STANDARD DESIGNS <br /> 1301 SF 26' WHERE SPECIFICATION 12" CONCRETE <br /> DRIVEWAYS <br /> PROP. "NO PARKING- NOT PR SEtE SECTION 5-04 W <br /> 4Q 6" COMP. DEPTH HMA PER WSDOT 3,5' FROM I I o � FIRE LANE-TOW AWAY SPECIFICATION OBS PER WSDOT Q <br /> S STANDARD SPECIFICATION'SECTION PROPERTY 10 Q ZONE- EMC 46.28.130" Z <br /> FACE O M h SIGN ,( NOTES THIS PRIVATE LOOP RD N a <br /> 5-04 \ LINE TO 21 1241 SF � o, SHEET, TYP UNLESS D d <br /> 6" COMP. CSBS PER WSDOT OF WALL g' ,�-� P 1181 SF '....s: ti h I OTHERWISE NOTED <br /> I�'1UJ °° - PRIVATE ROAD-20 MPH DESIGN SPEED <br /> 2 SPECIFICATION ` o f . w N.T.S. W <br /> 9 F PRIVATE LOOP RD 0 2' 19 1181 SF 0 5°5' O <br /> I 1180 SF < I FROM PROPERTY LANDSCAPE m <br /> N - PRIVATE ROAD-20 MPH DESIGN SPEED I P i f LINE TO FACE 20' BUFFER <br /> f : N.T.S. 5• I ` <br /> PE "°o J <br /> OF WALL <br /> y O i I <br /> SEE PLAN, <br /> I _ <br /> mi �13UFFER � ) a , N 23+00 ""` / TRAVELL LANE q TRAVEL LONE cwi w I THIS SHE _ <br /> "' �032:1 <br /> I 2% �2% <br /> F \ TM I `s _ 6' WOOD <br /> 2.5' � �a�fib• N0` _ � � PERIMETER <br /> \ FROM ° R�30.00' / /' - FENCE ` BAR IS ONE INCH ON ORIGINAL DRAWING. <br /> e \ PROPER I 9•�Z, 24+00 a"E - / C o CONCRETE 6" COMP. DEPTH HMA PROPOSED WALL o-t' <br /> OF ALL FACE '" O tn; N BARRIER CURB, PER WSDOT STANDARD SEE STRUCTURA IE,NOT <br /> siNs IcaFs�ccoRDING�Y. <br /> 2.5' "">"K"" �v 4` WHERE 12"CONCRETE DESIGNS <br /> g �L O /�� �.a Co- f0 o'^- DRIVEWAYS ARE SPECIFICATION SCALE: DATE: <br /> mI �/ '�` �D '^o -nv SECTION 5-04 NOT PRESENT AS SHOWN 9/26/22 <br /> i!t <br /> 6" COMP. CSBS PER WSDOT DESIGNED BY:I CHECKED BY: <br /> SPECIFICATION KIDS ACR/KAG <br /> (1 �/ 1 0 10 20 40 E CALL BEFORE PACE PROJECT NO. 21586 <br /> ,.. PRIVATE LOOP RD YOU M 811 <br /> HORIZ. - PRIVATE ROAD-20 MPH DESIGN SPEED UNXI MOIMU SEANCE NSW 3*� <br /> Scale In Feet C <br /> N.T.S. REV1122-001 SHEET <br /> GuS�x <br />