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FIRE MARSHAL NOTES NOTES SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. NOTE: q v�n�8w
<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 a off, ro n
<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 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 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 /> 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 /> 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 SIDEWALK I EDGE OF PAVEMENT.
<br /> (12"X18"), RED LETTERS ON WHITE REFLECTIVE BACKGROUND. "NO PARKING" & 3. ALL PROPOSED WALLS/ROCKERIES OVER 30-INCHES PRIVATE LOOP RD STA 100+66.00 °Hv� I 1O SAWCUT LINE 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) SECTION REQUIRED.
<br /> SHALL BE NO LESS THAN 1" IN HEIGHT. "EMC 46.28.130" SHALL BE NO LESS STA 100+ 2%29.00 EWA
<br /> THAN 3/4-INCH IN HEIGHT. MAXIMUM DISTANCE BETWEEN SIGNS NO GREATER (17.50 RTT) °Hvi °� 1-3%
<br /> THAN 75 FEET. BEGIN D/W - w 00"1 +76.87 ------ z
<br /> ° 8" WHITE BIKE w w
<br /> 5. PAVEMENT MARKINGS: STA 100+23.00 _/°MP (17.5 6" CONCRETE w 0 J J
<br /> * 6-INCH WIDE, WHITE STRIPE ON PAVEMENT °HP ° w STRIPE 5.5' FROM o ¢ J
<br /> (24.0 RTT) , FRONTAGE 6" COMP DEPTH GRAVEL BORROW ¢ ¢
<br /> * FACE OF CURB 0 K
<br /> "FIRE LANE NO PARKING" SHALL BE PAINTED IN WHITE TRAFFIC PAINT SIDEW LK r IMPROVEMENTS 0
<br /> °HP VERTICAL CONCRETE CURB
<br /> WITH MINIMUM 3.5"x0.5" LETTERING '\ 3" COMP DEPTH w 3 m m
<br /> * °Hv W� _ 1+00 -•" AND GUTTER (PER COE 312) p p
<br /> WHEN HYDRANT IS PRESENT THE "FIRE LANE NO PARKING" SHALL BE \° HMA Cl 1/2" J V! v7 p z
<br /> CENTERED IN FRONT OF HYDRANT. °NP� ,�o�o \ A 100+81.87 3" COMP DEPTH M. 0 w LD
<br /> 6. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL m m \ (17.50 RTT
<br /> CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. EN_D IF,{rl OMP DEPTH GRAVEL BORROW sa
<br /> a m �
<br /> 7. ALL UNITS SHALL BE EQUIPPED WITH TYPE NFPA 13D AUTOMATIC FIRE m -Ora '� ° R'm - \ ss �A FRONTAGE IMPROVEMENT - W MULKILTEO BLVD z z En
<br /> SPRINKLER SYSTEMS. -°eP w `� \ _� - PUBLIC RIGHT-OF-WAY O 0 O w
<br /> B. PORT CAPS TO BE PAINTED BLACK PER COE DETAIL 507.
<br /> 9. PROVIDE BLUE STREET REFLECTOR(S) ON THE HYDRANT SIDE OF CENTERLINE TO Qe / 6 x9 10°+00 w
<br /> P
<br /> + �c,* MAJOR ARTERIAL ROAD N N O N O O
<br /> INDICATE HYDRANT LOCATIONS. °"P OP 6 so \' - _ - SPE N T.S5 MPH o U U
<br /> STA 97+73.66 °e w/ Ao ,,J -
<br /> STA 97+46.61 (18.00 RTT) J. P oreN
<br /> BEGIN D/W ✓ -- ITE c /'/ s� +�q, - 31, > > n w N
<br /> (17.50 RTT) °HP - - W- PROP. STOP
<br /> BEGIN FRONTAGE STA 97+67.66 +� w�0-8E BIKE STRIPE, - O 1 SIGN, 1'
<br /> ST 9�7 1.66 RELOC w �s
<br /> IMPROVEMENTS (24.00 RTT) oNP ''OTHERS o 5.5' F OMB / BEHIND 5.0' 16' 10' m N r7 a
<br /> 18.00 R s ,_ ,N o SIDEWALK SIDEWALK TRAVEL LANE TRAVEL LANE
<br /> STA 97+41.61 °.. O gLVD 9 _ ' w
<br /> (17.50 RT) ST 7.66 AuKILTE -s� ° •' i �°"' 1' :z
<br /> BEGIN TEMP _ (24.00 RTT) WEST _,- /,�' �' z o P
<br /> RAMP SIDEWALK PROP s" 0 29 % `N
<br /> /Qav SAWCUT e.. I = -
<br /> i � I W EEp
<br /> " D 12" CONCRETE
<br /> 10• OT
<br /> 10' 6" CONCRETE
<br /> STANDARD SPCO'PECIFCATIDEp'ON M ECTIONA PER W5-04
<br /> 26' 7�
<br /> LANDSCAPE 6" COMP DEPTH PER WSDO a�m 2 m
<br /> 6" COMP. CSBS T w
<br /> BUFFER GRAVEL BORROW SPECIFICATION
<br /> S
<br /> aTLR as�_ � ,zs9• B PRIVATE LOOP RD
<br /> aFN o
<br /> S88.42'42"E - PRIVATE ROAD-20 MPH DESIGN SPEED
<br /> a',. A 1525 N.T.S.
<br /> 6663 SF
<br /> ss 8 _ INTERSECTION R
<br /> �ss F 1 - S (0 00 T)STA 10.81 25' LANDSCAPE BUFFER a:..••
<br /> 'is� 18' DRIVEWAY RAMP 0.5 4.5' 5.5 '
<br /> TYPE 3 PER CITY '. .. pp'� 2 CURB a," a a a" w`•' ..r:,,
<br /> 15• 5.0' 10' 10' w J
<br /> / STANDARD DWOF G. 317 129 ¢v �� I`' �399 R= o INSTALL CROSSWALK, SIDEWALK TRAVEL LANE TRAVEL LANE LL O 3 •1 PF� �o �1•
<br /> \ m PER DETAIL 1, .�sTER
<br /> \ Q ' SHEET C3.1
<br /> ° 15SA3 Z� 3 2% 2-y 2% 2:1
<br /> 0
<br /> oN pSR ' '` pFt\V P1E\-OOp ROPO: '=-Nj61�'QSE A 1P ,' �' -y\ CONCRETE 12" CONCRETE PROPOSED WALL PARCEL 8 ? 0 I BARRIER SEE STRUCTURAL
<br /> P.8 ' w* PRO 6" CONCRETE
<br /> 26+00 STOP J
<br /> - CURB 6" COMP. DEPTH HMA PER DESIGN 00
<br /> \ SIGN 6" COMP DEPTH WSDOT STANDARD SPECIFICATION U
<br /> 2 GRAVEL BORROW SECTION 5-04
<br /> 10 5.5' I 6" COMP. CSBS PER J W H 00
<br /> I o .yob 1 WSDOT SPECIFICATION 04
<br /> 11 1181 SF PROP. "NO PARKING- � � �
<br /> - ,FIRE LANE" PAVEMENT rn
<br /> Property Line 6,� Si s- o`� 4°' ; 12 1181 SF MARKINGS AND STRIPING PRIVATE LOOP RD Z ul a
<br /> s Mukllte° 1181 SF S' .PER NOTES THIS SHEEP - PRIVATE ROAD-20 MPH DESIGN SPEED W �
<br /> RWATER JI .tea N zo s MFN1 PER 3620#-H,E�erett_F �-DROP 25' 10' Q
<br /> °' N.T.S.
<br /> 2 \ EASEMENT I B WA 98203 .1 =WATER &
<br /> LANDSCAPE BUFFER 2 = w
<br /> 20'
<br /> "� H W
<br /> i 4.5' 5.5'
<br /> .._1. EASEMENT W rn
<br /> °.. °�'� 10' � 10' w � >
<br /> 26' 10 ACCESS I 47 15 a °� TRAVEL LANE TRAVEL LANE 03 Q o W
<br /> LO
<br /> EASEMENT 16 v + I 1' I rn
<br /> 301 SF
<br /> `2 13' 13' (n'p) 17 1301 SF DEVLOPER SHALL SUPPLY
<br /> AND E INSTALL PER USPS SPECS
<br /> TRAVEL LANE TRAVEL LANE
<br /> FROM I w-' 1282 SF (2) 13 UNITS CBU. CBU 2� f-% 31
<br /> 2.5' 4
<br /> © 18.5' 10' 10' LEVEL AT BASE W/FRONT OF
<br /> 1 4 pROPERFACE I Q' _ O 6" COMP. DEPTH HMA
<br /> 23 SF BOX 12" BEHIND AT GRADE CONCRETE PROPOSED WALL
<br /> LINE TO SEE STRUCTURAL
<br /> 1 PER WSDOT STANDARD
<br /> 2% 2% OF WALL 6'- ©2 26, BARRIER CURB, 12" CONCRETE DESIGNS
<br /> �� SPECIFICATION
<br /> 130 DRIVEWAYS ARE
<br /> 6" COMP. DEPTH HMA PER WSDOT PROP. "NO PARKING- NOT PRESENT SECTION 5-04 W
<br /> i
<br /> STANDARD SPECIFICATION SECTION 3 5' FROM 10 o FIRE LANE-TOW AWAY 6" COMP. CSBS PER WSDOT (�
<br /> }� ZONE- EMC 46.28.130" SPECIFICATION Q
<br /> a 6" COMP. CSBS PE WSDOT PROPERTY I ^^� SIGN PER NOTES THIS I•LI Z
<br /> SPECIFICATION 12" CONCRETE LINE WALL b, SHEET, (TYP) UNLESS D PRIVATE LOOP RD y J
<br /> �•5' ; ry "� I OTHERWISE NOTED - PRIVATE ROAD-20 MPH DESIGN SPEED 0_
<br /> 12" CONCRETE o, &
<br /> ° ...0 \. '7 N.T.S. W
<br /> 5.5'
<br /> el F PRIVATE LOOP RD 2 m 18 .:.'^..._�� �:' �' o FROM PROPERTY LANDSCAPE m to
<br /> PRIVATE ROAD 20 MPH DESIGN SPEED I m 1180 LINE TO FACE 20' BUFFER
<br /> N.T.S. 5'
<br /> G.vaEa"E J
<br /> "".." OF WALL
<br /> '1 SEE PLAN,
<br /> LAND RE I T YP u' a p 10' 10' w THIS SHEET =
<br /> ( ) a ° p 23+00 TRAVEL LANE TRAVEL LANE <w¢ I Q
<br /> \ xe
<br /> 6' WOOD 2% 2%
<br /> OF
<br /> os ;; 2.5' a. �• PERIMETER L
<br /> w6
<br /> FROM I ems• R�30.Oo' /,
<br /> 1J x PROPERTY I °\s 72' 20,0 I R WN
<br /> �2 LINE TO FACE ""` -T / E io CURB, STANDARD 12 CONCRETE DESIGNS TU
<br /> FENCE �
<br /> "`N_.,,"E CONCRETE 6" COMP. DEPTH SEE 3TRUC W RAL IF NOT ONE NCH ON THIS SHEET,
<br /> o
<br /> HMA
<br /> ry O OF WALL 2 5 \ 16 4� 03 Z o o, N BARRIER
<br /> PER WSDOT STA awusT scnLEs accoRDlNCLr.
<br /> 8 �� T / 2�a c0- oAL: SCALE: DATE:
<br /> DRIVEWAYS ARE SPECIFICATION
<br /> -
<br /> nino. o SECTION 5-04 NOT PRESENT AS SHOWN 05/12/23
<br /> ii v m 6" COMP. CSBS PER WSDOT
<br /> nk I� / R`te-0 m �n SPECIFICATION DESIGNED BY: CHECKED BY:
<br /> / i N KDS/TB ACR/SS
<br /> CALL BEFORE PACE PROJECT NO. 21586
<br /> 0 10 20 40 E PRIVATE LOOP RD YOU DIG 811
<br /> Fa \ A HORIZ. - PRIVATE ROAD-20 MPH DESIGN SPEED UNDERGROUND SERXE(USA)
<br /> 3 Scale In Feet N.T.S.
<br /> REVI122-001 SHEET
<br />
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