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FIRE MARSHAL NOTES NOTES SE1/4 SWIM SEC. 34, TVP. 29 N., RGE. 4 E, W.M. N_ N w <br />NOTE: N oN NoN aN 1. ANY BROKEN OR DAMAGED SIDEWALK PUBLIC � <br />1. THE ADDRESS SHALL BE POSTED IN A PLACE NECESSARY TO EASILY LOCATE THE / lO NEAT LINE CUT, CLEAN, HEAT u, � rn m m u, <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 \ PAVEMENT EDGES WITH <br />/ ACCORDANCE WITH CURRENT CITY OF EVERETT STANDARDS 30' EX. R W SEALER CSS-1 AND SEAL <br />BUILDING, AND SHALL NOT BE OBSTRUCTED FROM VIEW AT ANYTIME. AND PER THE CITY PUBLIC WORKS INSPECTOR. <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 />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 SIDEWALKEDGE OF PAVEMENT. <br />STA 100+66.00 <br />(12"X18"), RED LETTERS ON WHITE REFLECTIVE BACKGROUND. "NO PARKING" & 3. ALL PROPOSED WALLS/ROCKERIES OVER 30-INCHES PRIVATE LOOP RD I � 1O SAWCUT LINE I 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) a�°"P / I SECTION REQUIRED. <br />SHALL BE NO LESS THAN 1" IN HEIGHT. "EMC 46.28.130" SHALL BE NO LESS STA 100+29.00 <br />THAN 3/4-INCH IN HEIGHT. MAXIMUM DISTANCE BETWEEN SIGNS NO GREATER (17.50 RTT) °"PEW i G/ 11_3% �2% <br />THAN 75 FEET. BEGIN D/W w - - - - - z <br />5. PAVEMENT MARKINGS: 00+76.87� <br />°"P � 8' WHITE BIKE w <br />STA 100+23.00 (17.59 RTT) 6" CONCRETE m 0 J J <br />* 6-INCH WIDE, WHITE STRIPE ON PAVEMENT oHP w STRIPE C FROM U a <br />(24.0 RTT) - '� END FRONTAGE 6 COMP DEPTH GRAVEL BORROW m � a a <br />* r IMPROVEMENTS FACE OF CURB 0 = k k <br />FIRE LANE NO PARKING SHALL BE PAINTED IN WHITE TRAFFIC PAINT SIDEW LK VERTICAL CONCRETE CURB U m <br />WITH MINIMUM 3.5 xO.5 LETTERING 1 3 COMP DEPTH w 3 0 m m <br />* " " ❑"P y� 1p1+00 " AND GUTTER (PER COE 312) 0 0 <br />WHEN HYDRANT IS PRESENT THE FIRE LANE NO PARKING SHALL BE HMA Cl 1/2 U � � N � a <br />CENTERED IN FRONT OF HYDRANT. oNP �` o ! \ A 100+81.87/ a <br />" �� �N \ 17.50 RTT 3 COMP DEPTH ATB t in <br />6. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL / / 1 END 6" OMP DEPTH GRAVEL BORROW w m <br />CLEARANCE H NOT LESS THAN I FEET 6 INCHES. ° �� �, �� \ FRONTAGE IMPROVEMENT - W MULKILTEO BLVD cn ZLu <br />7. ALL UNITS SHALL BE EQUIPPED WITH TYPE NFPA 13D AUTOMATIC FIRE a ❑"P N <br />SPRINKLER SYSTEMS. ❑HP w \ "' - PUBLIC RIGHT-OF-WAY 0 0 0 <br />8. PORT CAPS TO BE PAINTED BLACK PER COE DETAIL 507. <br />❑H <br />m„ <br />/ 6'x9' <br />_ <br />9. PROVIDE BLUE STREET <br />REFLECTOR(S) <br />ON THE HYDRANT SIDE OF CENTERLINE TO <br />off <br />❑"P <br />o 0 <br />10�}p0 <br />"' <br />INDICATE HYDRANT LOCATIONS. <br />STA 97+73.66 <br />°iw <br />�� <br />G SH OP <br />10j6so <br />STA 97+JRT) <br />00 RTT) <br />❑"P <br />w <br />(q <br />oa N 7� <br />' ° <br />(17.50 <br />N D/W <br />'°"P <br />ITE <br />£ <br />,-'" <br />PROP. STOP <br />BEGIN F97+67.66 <br />w <br />BIKE STRIPE, <br />IMPROVE0 <br />RTT) <br />" vv �° <br />RELOC <br />5.5' F OM <br />f <br />:. <br />BEHIND,WALK <br />THERS 9 <br />z ; <br />�' <br />s <br />SIDEWALK <br />STA 9 <br />t(BEGIt <br />g�(17.50 <br />rM�KLTE�BEGIN <br />00 RTT) WES <br />RAMP <br />WALK '-PROP <br />SAWCUT <br />°� <br />/ <br />B� <br />o <br />P <br />I <br />a 16' <br />10' <br />I <br />10. <br />9 <br />5 <br />26' <br />g <br />LL <br />LANDSCAPE <br />SF <br />BUFFER <br />s <br />ATER S r ^ <br />. <br />12.69' <br />AFN o: <br />S88'42'42"E <br />� <br />,ss ��s;° <br />s <br />S➢ <br />8 <br />1525 <br />9 <br />® <br />6663 <br />SF <br />c <br />INTERSECTION <br />"ss <br />F 1 <br />CD <br />I <br />STA 21+10.8 <br />18' DRIVEWAY RAMP <br />low <br />(0.00 T) <br />i <br />TYPE 3 PER CITY <br />K�p.F,RE E <br />f. ° <br />p' <br />2 <br />OF EVERETT <br />STANDARD DWG. 317 <br />129 <br />s° <br />NOPP <br />-� -0 <br />N <br />1�p9' t =u <br />INSTALL CRO <br />\0000 <br />s E <br />A A0 <br />"rn % 21+00 <br />9 <br />� <br />PER DETAIL <br />SHEET C3.1 <br />_ <br />Z <br />I T <br />NOPPRK\NG E <br />4, <br />0 <br />o <br />5 <br />15Q <br />GPpE <br />le _00PROPD £N,601� <br />\ <br />PARCEL 8 <br />pRNF <br />C <br />L. <br />26+� <br />F\RE "E <br />PROP. <br />_ <br />LL <br />N PPRbNG <br />STOP <br />p <br />p <br />SIGN <br />\ ® I <br />(R).o <br />p <br />11 <br />1 181 <br />SIF 1 <br />PROP. "NO PA <br />FIRE LANE" Pi <br />° <br />! <br />s <br />Property Line <br />6,431 SF <br />o� °° <br />1181 <br />SF <br />MARKINGS ANC <br />° <br />Mu►dlt <br />1 181 SF <br />�� <br />a <br />PER NOTES TF <br />ROP 15' <br />56 5 WATER <br />a .4 <br />362 VN Cgtt <br />sEMENT PER 0 HEVe �F <br />#A. <br />I PROP 25' <br />\ <br />EASEMENT <br />I <br />a N oo <br />� � 060465 glVd <br />VN A, 98203 <br />_ WATER & <br />6 <br />SEWER <br />EASEMENT <br />26' <br />10' ACCESS <br />I c <br />15 <br />EASEMENT <br />m <br />16 <br />13' <br />13' <br />(TYP) <br />c m <br />17 1301 SF P I <br />1301 SF <br />N <br />DEVELOPER SH <br />TRAVEL LANE <br />TRAVEL <br />LANE <br />AND INSTALL F <br />MAJOR ARTERIAL ROAD <br />N <br />N <br />U <br />v~i <br />O <br />0 <br />SPEED = 35 MPH <br />Ld <br />N.T.S. <br />r <br />InL� <br />U <br />U <br />U <br />31' <br />w <br />M <br />w <br />M <br />z <br />N <br />v~i <br />5.0' <br />16' L 10' <br />ro <br />It <br />M <br />N <br />SIDEWALK <br />TRAVEL LANE TRAVEL LANE <br />N <br />i <br />z <br />2% <br />2% 2% <br />cn <br />CD- <br />N <br />in m o <br />12" CONCRETE <br />N :3 o <br />" <br />6 CONCRETE <br />6" COMP. DEPTH HMA PER WSDOT <br />ET; � m m <br />LO <br />STANDARD SPECIFICATION SECTION 5-04 <br />¢' Q C.0 � aa) <br />6" COMP DEPTH <br />6" COMP. CSBS PER WSDOT <br />GRAVEL BORROW <br />SPECIFICATION <br />cu <br />cg CO O- <br />N _ R-1-> <br />PRIVATE LOOP RD <br />MLu <br />B <br />- PRIVATE ROAD - 20 MPH DESIGN SPEED <br />N.T.S. <br />R <br />EW•� ^ RF <br />wnSNNcoq <br />25' <br />LANDSCAPE BUFFER <br />�QFP�oF <br />0.5 <br />4.5 5.5' <br />Qt tN <br />5.0' <br />CURB 10' 10' <br />w <br />' <br />SIDEWALK TRAVEL LANE TRAVEL LANE <br />w0 3 <br />Po �F 31257 <br />F•�/STERF, G� <br />1 <br />SS oNA� <br />2% <br />2%� �2% <br />2:1 <br />CONCRETE 12 CONCRETE <br />PROPOSED WALL <br />6" CONCRETE <br />BARRIER <br />CURB 6 COMP. DEPTH HMA PER <br />SEE STRUCTURAL <br />DESIGN <br />6" COMP DEPTH <br />WSDOT STANDARD SPECIFICATION <br />00 <br />(� <br />GRAVEL BORROW <br />SECTION 5-04 <br />J uJ <br />6" COMP. CSBS PER <br />J H 00 <br />WSDOT SPECIFICATION <br />PRIVATE LOOP RD <br />00 <br />Z a <br />- PRIVATE ROAD - 20 MPH DESIGN SPEED <br />Ill <br />LN U) <br />N.T.S. <br />Q <br />10' <br />W <br />20' LANDSCAPE <br />BUFFER <br />= 2 w <br />4.55.5' <br />I-_ W <br />tJ.I <br />10' 10' <br />w � <br />W <br />TRAVEL LANE TRAVEL LANE <br />U- 3 <br />Q LO <br />rn <br />LY <br />SPECS <br />2% 2% <br />3;1 <br />g' FROM I W U 1282 SIF 1 4 (2) 13 UNITS CBU. CBU -y r- <br />a� NT OF <br />PROPE E w I " �3 ©SF 18.5' 10' 10' BOXLEV12"BBEHINDASE /ATOGRADE CONCRETE . f •: l : l PROPOSED WALL <br />2%� 2% LINE ' O g'- q © 6 COMP. DEPTH HMA DSEE ESIGNS STRUCTURAL <br />WALL 2 1 BARRIER CURB, PER WSDOT STANDARD <br />x r- 26 WHERE SPECIFICATION 12 CONCRETE <br />"' •• DRIVEWAYS ARE <br />a PROP. " SECTION 5-04 LLI NO PARKING- NOT PRESENT <br />6" COMP. DEPTH HMA PER WSDOT I - FIRE LANE -TOW AWAY 6" COMP. CSBS PER WSDOT (' <br />STANDARD SPECIFICATION SECTION 3,5' FROM 10 j o _ I ZONE- EMC 46.28.130" SPECIFICATION <br />6"OCOMP. CSBS PE WSDOT " PR PE I 0 SIGN PER NOTES THIS W Q <br />12 CONCRETE LINE TO FACE SHEET, (TYP) UNLESS D <br />5 OTHERWISE NOTED - PPRIVATERIVATE ROAD O LOOP RDPH DESIGN <br />N J <br />o91 SPECIFICATION OF WALL h d <br />12" CONCRETE c a <br />II 5Hco N.T.S. <br />PRIVATE L OP RD 18 5.5' O <br />FROM PROPERTY m <br />LANDSCAPE <br />- PRIVATE ROAD - 20 MPH DESIGN SPEED m 1 180 i N . LINE TO FACE 20' <br />BUFFER � <br />N.T.S. OSCAPE I 0. � OF WALL SEE PLAN, _ <br />NO PPRK ! <br />\ LAN I R=2 i 10 10 w J I THIS SHEET <br />�N 1 BUFFER (T'P) �, N 23+� OPPRK, .F,RE TRAVEL LANE TRAVEL LANE 0 0 3 1 <br />_� NOPP N 2•. <br />w I l\ \�AlTib <br />W 1 <br />2. 5, I \ \\iSO,, NOPpicK\NO'F\REV`` E n P6' WOOD ERIMETER 2-� r- VERIFY SCALE <br />s FROM N. R�30,0p' / -n .. BAR IS ONE INCH ON ORIGINAL DRAWING. <br />FENCE :.f• .<..: .: <br />PROPERTY I' 1?' 24+� / :::.... <br />TO FACE RED"E t / %0 CONCRETE 6" COMP. DEPTH HMA PROPOSED WALL o- <br />In LINE NOPPRK`"p E Z r 1�1 SEE STRUCTURAL F NOT ONE INCH ON THIS SHEET, <br />a OF WALL 7 6� 16' 48 � o r^ w ��1 BARRIER CURB, PER WSDOT STANDARD DESIGNS <br />" ADJUST SCALES ACCORDINGLY. <br />\ �L 2.5 /n v 226 17 cZo ! O� WHERE 12 CONCRETE SCALE: DATE: <br />/n DRIVEWAYS ARE SPECIFICATION AS SHOWN 05 12 23 <br />o n U1 0 A SECTION 5-04 <br />mi I /n �^ Z o / �� p_� NOT PRESENT 6" COMP. CSBS PER WSDOT DESIGNED BY: CHECKED BY: <br />I� n / n ins S� to fn SPECIFICATION vnc Ko A nm fcc <br />� \ <br />a� <br />CALL BEFORE PACE PROJECT NO. 21586 <br />0 10 20 40 E PRIVATE LOOP RD YOU MG 811 <br />HORIZ. SERVICE <br />Scale In Feet - PRIVATE ROAD - 20 MPH DESIGN SPEED C3.0 <br />N.T.S. REV1122-001 SHEET <br />