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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 />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 />INI <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 />°HP ° <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 />a <br />K <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 TEM <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 -OHO '� ° <br />`� <br />R'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 />-ONP 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 />OM / <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 />Ao <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°�''1 - - 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 <br />,I <br />RAMP SIDEWALK RP OP <br />SAWCur <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 />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= 0 INSTALL CROSSWALK, SIDEWALK TRAVEL LANE TRAVEL LANE LL w0 3 •� PFc 6� <br />\ m PER DETAIL 1, .�sTER <br />\ Q ' SHEET C3.1- <br />\15gA3 Z� 3 21 2-1 2% 2:1 <br />" <br />pFt\V P1E\-OOP ROPO: '=-Nj611'QSE A 1P ,'�' -y CONCRETE 12" CONCRETE PROPOSED WALL <br />PARCEL 8? L I BARRIER SEE STRUCTURAL <br />8' w* PROP. _ 6" CONCRETE <br />26+� STOP CURB 6" COMP. DEPTH HMA PER DESIGN CO <br />\ SIGN � 6" COMP DEPTH WSDOT STANDARD SPECIFICATION L) <br />2 GRAVEL BORROW SECTION 5-04 J �0 p 10 5.5' I 6" COMP. CSBS PER J w H cD <br />\ o ��oo 1181 SF ,PROP.IRE LANE" PAVEMENT WSDOT SPECIFICATION <br />Property Line 6, 31 SF ' (d _ ,� o� <°' ; . MARKINGS AND STRIPING PRIVATE LOOP RD Z ul Q <br />E' 1 a v '.PER NOTES THIS SHEET _ N <br />d. a+. d , S PRIVATE ROAD - 20 MPH DESIGN SPEED w <br />ROP 15 _'' ` e. I N.T.S. <br />DROP 25' \ 10' 0 Q Lu 565 WATER = _ � EASEMENT WATER & I 'n= - 20' LANDSCAPE BUFFER _ � <br />SEWER <br />EASEMENT 4.5 5.5 m w <br />10' 10' w w W <br />26' 10' ACCESS I 47 TRAVEL LANE TRAVEL LANE 0 3 Q a <br />I a)�Ln <br />EASEMENT / 5 6 + I , � <br />301 SF <br />`2 13' 13' (TYP) 17 1 1 SF 5 AND DEVE INSTALL PER USPS SPECS <br />TRAVEL LANE TRAVEL LANE <br />FROM 1282 SF (2) 13 UNITS CBU. CBU 2� LOPER SHALL SUPPLY f-% 31 <br />2' 5' I 4 <br />1fi © 18.5' 10' ,0" LEVEL AT BASE W/FRONT OF <br />1 4 PROPERTY <br />I Q' O 6" COMP. DEPTH HMA <br />23 1300 SF BOX 12" BEHIND AT GRADE CONCRETE PROPOSED WALL <br />2%� 2% LINE TO Q 1301 SF BARRIER CURB, SPER PECFSDTIONTANDARD SEE STRUCTURAL <br />26' WHERE 12" CONCRETE DESIGNS <br />�+ `' � 1301 SF DRIVEWAYS ARE SECTION 5-04 w <br />6" COMP. DEPTH HMA PER WSDOT i / I PROP. "NO PARKING- NOT PRESENT <br />- STANDARD SPECIFICATION SECTION 3 5' FROM 10, d#P O o FIRE LANE -TOW AWAY 6" COMP. CSBS PER WSDOT (� <br />}i PROPERTY ZONE- EMC TESTIS SPECIFICATION Q <br />a 6" COMP. CSBS PER WSDOT 12" CONCRETE LINE TO FACE �-. MOK�\teop3� h SIGN PER NOTES THIS w Q <br />SPECIFICATION OF WALL (g' 19 P 11�EOBret<vJPg82. ..s'. �':. �h I OTHERWISE NOTED <br />D PRIVATE LOOP RD � d <br />12" CONCRETE 1 / PRIVATE ROAD - N20 M.T.S. H DESIGN SPEED y <br />s 18 1181 SF p 5.5'O F <br />^ O P �Ea"E m v> <br />P PRIVATE ROAD - 20 MPH DESIGN SPEED A 12 1180 SF „ l LINE TO FACE 20 LANDSC -BUFFER- <br />N.T.S. <br />PRIVATE LOOP RD 2 wd i J FROM PROPERTY <br />N.T.S. 5, I - <br />OF WALL <br />SEE PLAN, <br />LANDSCAPE I -2 o 10' 10' w THIS SHEET <br />= <br />i BUFFER / TRAVEL LONE TRAVEL LANE w a <br />03 I SIN <br />- 6' WOOD � 2% 2% <br />2.5' a� �• PERIMETERSCALE <br />os IS FROM I R�3Q0 _ f BAR IS ONE INCH ON ORIGINAL DRAWING. <br />�o FENCE <br />1' 1 % PROPERTY I 2 C o CONCRETE PROPOSED WALL o- <br />'�` '9 Tp FACE 72" + �,E'^"` T /. E 6" COMP. DEPTH HMA SEE STRUCTURAL <br />Z IF NOT ONE INCH ON THIS SHEET, <br />2 LINE /�. 5 n8 pm N BARRIER CURB, PER WSDOT STANDARD Awusr SCALES ACCORDINGLY. <br />ry O OF WALL 2 5 \ _ I 0 1 E a�Z -n �.a cr I WHERE 12" CONCRETE DESIGNS <br />8 �� T / 220 c o C, A LP SCALE: DATE: <br />DRIVEWAYS ARE SPECIFICATION <br />-nino. o SECTION 5-04 AS SHOWN 05/12/23 <br />F i / Np Ao A v m NOT PRESENT 6" COMP. CSBS PER WSDOT <br />to �° m �n SPECIFICATION DESIGNED BY: CHECKED BY: <br />N KDS/TB ACR/SS <br />= / A^N v` CALL BEFORE PACE PROJECT NO. 21586 <br />o 10 20 40 E PRIVATE LOOP RD YOU DIG 811 <br />Fa \ A HORIZ. - PRIVATE ROAD - 20 MPH DESIGN SPEED UNDERGROUND SE , (USA) <br />3 Scale In Feet N.T.S. <br />REVI122-001 SHEET <br />5.0' <br />SIDEWALK <br />TRAVEL LANE <br />TRAVEL LANE <br />2% <br />2% <br />2% <br />