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:m FIRE MARSHAL NOTES NOTES SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. NOTE: M a
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<br /> 1. ANY BROKEN OR DAMAGED SIDEWALK PUBLIC' \ \ \
<br /> 1. THE ADDRESS SHALL BE POSTED IN A PLACE NECESSARY TO EASILY LOCATE THE / 1O NEAT LINE CUT, CLEAN, HEAT
<br /> n 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 /> -. / \ PAVEMENT EDGES WITH
<br /> 2. ADDRESS NUMBERS/LETTERS SHALL BE CONTRASTING WITH THE COLOR OF THE ACCORDANCE WITH CURRENT CITY OF EVERETT STANDARDS 30'EX. R W SEALER CSS-1 AND SEAL
<br /> o BUILDING, AND SHALL NOT BE OBSTRUCTED FROM VIEW AT ANYTIME. AND PER THE CITY PUBLIC WORKS INSPECTOR. STA 100+60.00 WITH SEALER
<br /> AND SAND.
<br /> Ln m M 3. ADDRESS NUMBERS/LETTERS ON THE FRONT OF SINGLE-FAMILY HOME SHALL BE 2. ALL TRAFFIC CONTROL MARKINGS AND DEVICES ON INTERSECTION 17.5'
<br /> N m A MINIMUM OF 4-INCHES IN HEIGHT. SAWCUT SHALL BE MINIMUM
<br /> 17.50 RTi
<br /> RIGHT-OF-WAY W. M100+50 BLVD ( )
<br /> a� DRIVEWAYS WITHIN 50' OF THE RIGHT OF WAY SHALL BE 6.0' 6.0'
<br /> N 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' 1-FT INSIDE THE EXISTING
<br /> PLANTER SIDEWALKI EDGE OF PAVEMENT.
<br /> <_
<br /> 12"X18"), RED LETTERS ON WHITE REFLECTIVE BACKGROUND. NO PARKING & 3. ALL PROPOSED WALLS" " PRIVATE LOOP RD STA 100 /
<br /> w •tD WALLS/ROCKERIES OVER 30-INCHES TT) °"v I O SAWCUT LINE FOUR-FOOT MINIMUM PAVED
<br /> w '�.� 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 /> -4 j -0 SHALL BE NO LESS THAN 1" IN HEIGHT. "EMC 46.28.130" SHALL BE NO LESS STA 100+29.00 EWA
<br /> o rn THAN 3/4-INCH IN HEIGHT. MAXIMUM DISTANCE BETWEEN SIGNS NO GREATER (17.50 RTT) w, �� 1-3% r%
<br /> A D 9, THAN 75 FEET. BEGIN D/W - w 00"1 +76.87w ------ Y -
<br /> 5. PAVEMENT MARKINGS: /°MP ° 17 5 8" WHITE BIKE 1 6" CONCRETE w o w
<br /> STA 100+23.00 _ ( � w
<br /> v A * 6-INCH WIDE, WHITE STRIPE ON PAVEMENT °"P 1 ° w FRONTAGE STRIPE 5.5' FROM o ¢ ¢ a
<br /> D p m SIDE RTT) - FACE OF CURB 6" COMP DEPTH GRAVEL BORROW O
<br /> < <• * "FIRE LANE NO PARKING" SHALL BE PAINTED IN WHITE TRAFFIC PAINT SIDEW LK r IMPROVEMENTS
<br /> m °"P 3" COMP DEPTH VERTICAL CONCRETE CURB w 3 m m m
<br /> WITH MINIMUM 3.5"x0.5" LETTERING "\ __
<br /> CL f * WHEN HYDRANT IS PRESENT THE "FIRE LANE NO PARKING" SHALL BE °"P �� " 1p1+� HMA Cl 1/2" AND GUTTER (PER COE 312) o w rn N z
<br /> CENTERED IN FRONT OF HYDRANT. °"P� ,�o�o \ A 100+81.87 3" COMP DEPTH ATB N vo-i
<br /> 6. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL m m \ (17.50 RTT r
<br /> £ �OMP DEPTH GRAVEL BORROW w � ri ai
<br /> CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. / END TEM # a- DO w ac
<br /> 7. ALL UNITS SHALL BE EQUIPPED WITH TYPE NFPA 13D AUTOMATIC FIRE ° °"P " �m \ IMPROVEMENT - W ti
<br /> SPRINKLER SYSTEMS. ° °"P� ° /� u:' \ ss A o o
<br /> FRONTAGE IMPRO MULKILTEO BLVD
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<br /> B. PORT CAPS TO BE PAINTED BLACK PER COE DETAIL 507. ''d - PUBLIC RIGHT-OF-WAY w w
<br /> 9. PROVIDE BLUE STREET REFLECTOR(S) ON THE HYDRANT SIDE OF CENTERLINE TO oe / 6x9 1p0+00 'q, �" u! o N
<br /> ° °"a �'- { w� MAJOR ARTERIAL ROAD - - O O
<br /> °"P ° o \, ®__- SPEED=35 MPH W
<br /> INDICATE HYDRANT LOCATIONS. STA 97+73.66 °" �� OIJIP1I Ao�6�° J - - _�"� N.T.S. r F 2 o0 E
<br /> STA 97+46.61' (18.00 RTT) JJ -""""� w orN 71 1� ° _ �a' ,"' D j o 0 0
<br /> BEGIN D/W ✓ -- ITE c - s��3"1•-"'. 31' > > n M N
<br /> (17.50 RTT) ° - ,' W- PROP. STOP
<br /> BEGIN FRONTAGE STA 97+67.66 +�"P w�O-B BIKE STRIPE, 01 SIGN, 1'
<br /> ST 9�7 1.66 ° RELOC w �s
<br /> IMPROVEMENTS (24.00 RTT) °"P �� -1 OTHERS o 5.5' F OMB / - BEHIND 5.0' 16, 10'
<br /> 18.00 R s ,_ - �N o SIDEWALK SIDEWALK TRAVEL LANE TRAVEL LANE
<br /> STA 97+41.61 O BLED.
<br /> (17.50 RT) ST 7.66 ML)KILTE
<br /> BEGIN TEMP _ (24.00 RTi) yVESr
<br /> P
<br /> RAMP SIDEWALK PROP ,„ sue. $ ° io 2% 2%
<br /> RAMP N
<br /> /oav SAWCUT a
<br /> / o
<br /> 00
<br /> \ �-. •" ;'° 0 1 _ Le " �STAN COMPDEPTH PER 12" CONCRETE =o 2%16' 10' 10' 6" CONCRETE D SPECIFICATION HMA
<br /> / \� ,, s9 _ ` •1 9, i 2O SF _ LANDSCAPE 6" COMP DEPTH SPECIFICATION PER WSDOT a�
<br /> 6" COMP. CSBS
<br /> O2 1 6 BUFFER GRAVEL BORROW :N
<br /> 220
<br /> N _
<br /> ® 22 SF PRIVATE LOOP RD W Q
<br /> 5 1220 SF _ /
<br /> S88'42'42"E PRIVATE ROAD-20 MPH DESIGN SPEED
<br /> s \ 1525 SF @ N.T.S.
<br /> s \ i 8 © < 6663 SF g INTERSECTION 10, R
<br /> STA 21+10.81 �•
<br /> ' > 1525 SF 25' LANDSCAPE BUFFER
<br /> 18' DRIVEWAY RAMP 1220 SF (0.00 T) 0 5 4.5' 5.5' '
<br /> i
<br /> �` TYPE 3 PER CITY O9 1221 SF ,„°-� p0 2 CURB g ,ymoo
<br /> 15• 5.0' 10' � 10' w w
<br /> \ / OF STANDARD DW�GT 317 1296 SF :s• m,a «°v ro �3p9' R= 0 INSTALL CROSSWALK, SIDEWALK TRAVEL LANE TRAVEL LANE LL wo 3 •� "PFc �oa�
<br /> \ \ \ Q s„ N �' ' PER DETAIL 1, .sTER•A
<br /> �v 2"I+OD SHEET C3.1 1
<br /> Z T ax„a /
<br /> / °va
<br /> 1. .. 1E� O OPT, g6 F
<br /> 3 2_y 2%
<br /> �> 2:1
<br /> o 5 FF O pR N g\ Q T A -�.
<br /> FIR\VP \ CONCRE
<br /> PARCEL 8 TE 12" CONCRETE PROPOSED WALL
<br /> C SEE STRUCTURAL
<br /> \ U 26+p0 PROP. _ N 6" CONCRETE CURB ER 6" COMP. DEPTH HMA PER DESIGN 00
<br /> STOP _ I 6" COMP DEPTH WSDOT STANDARD SPECIFICATION L)
<br /> SIGN GRAVEL BORROW SECTION 5-04 J\ 2 II
<br /> 10 6 H CD
<br /> 5.5' " COMP. CSBS PER -1uJ 00
<br /> 11 1181 SF PROP. "NO PARKING- rn
<br /> WSDOT SPECIFICATION M
<br /> R ,FIRE LANE" PAVEMENT
<br /> \ 6, 31 SF 4<e a 12 1181 SF :MARKINGS AND STRIPING c PRIVATE LOOP RD Z LLI Q
<br /> O ?P NOTES THIS SHEEP _ N 1n
<br /> �'' ,1., °i a •. �' 13 1181 SF J` I.\ PRIVATE ROAD-20 MPH DESIGN SPEED w W
<br /> 15'
<br /> & •56 5 ROP `.� s MENT PER 14 1181 SF II PROP 25' N.T.S. D F
<br /> EASEMENT 1 I WATER A N 20 iioso4ss 1241 SF 6 .- � `SEWER 20' LANDSCAPE BUFFER = Q W
<br /> 2 w
<br /> �° _EASEMENT 4.5' 5.5' w m >
<br /> 10 10 w
<br /> ' 10' ACCESS I 47 15 9 °� TRAVEL LANE
<br /> 26 LANE TRAVEL 0 3 Q uJ
<br /> EASEMENT 16 0 / + II 1' I Cm
<br /> 1301 SF I^. N EVELOPER SHALL SUPP Y
<br /> TRAVEL LANE TRAVEL LANE (TMP) zl 17 1301 SF p I AND INSTALL PER USPS SPECS 2y 2_% 3;1
<br /> _y 1282 SF
<br /> 2.5' FROM -,I I w-' 4 (2) 13 UNITS CBU. CBU
<br /> © 18.5' 10' 10" LEVEL AT BASE W/FRONT OF
<br /> \I 4 PROPERFACE� IQ' O 6" COMP. DEPTH HMA
<br /> 23 1300 SF BOX 12" BEHIND AT GRADE CONCRETE PROPOSED WALL
<br /> 2%� `,. 2% LINE WALL Q 1301 SF 26, BARRIER CURB, PER WSDOT STANDARD 12" CONCRETE DESIGNS
<br /> SEE UCTURAL
<br /> �++ i 1301 SF DRIVEWAYS ARE SPECIFICATION
<br /> n d SECTION 5-04
<br /> 6" COMP. DEPTH HMA PER WSDOT I PROP. "NO PARKING- NOT PRESENT w
<br /> - STANDARD DEPTH
<br /> SPECIFICATION P SECTION 3 g' FROM I 10' o FIRE LANE-TOW AWAY 6" COMP. CSBS PER WSDOT (�
<br /> }� 5-04 ZONE- EMC 46.28.130" SPECIFICATION Q
<br /> a _ 6" COMP. CSBS PE WSDOT PR�pRFACE I 21 '� SIGN PER NOTES THIS W Z
<br /> SPECIFICATION 12" CONCRETE LINE 20 122441 SF SHEET, (TYP) UNLESS D PRIVATE LOOP RD y d OF WALL .s. OTHERWISE NOTED - PRIVATE ROAD-20 MPH DESIGN SPEED
<br /> 12" CONCRETE 1 19 1181 SF „:, .a�•o \. ° ,o`� a N.T.S. O F
<br /> F PRIVATE LOOP RD 2 16 1181 SF s; o 5.5' S'
<br /> 63 1 s 1180 SF FROM PROPERTY LANDSCAPE m 1n
<br /> PRIVATE ROAD 20 MPH DESIGN SPEED 1 I m P ,^ LINE TO FACE 20' BUFFER
<br /> N.T.S. I
<br /> 5, - OF WALL SE N =
<br /> '1 �`BUFFERE I TMP ' i I 0' O' w THIS SHEET
<br /> ( ) a ° p 23+00 J TRAVELLANE TRAVELLANE Q w¢
<br /> F,
<br /> 6' WOOD 2% 2%
<br /> FROM
<br /> I a n PERIMETERSCALE
<br /> "'s FROM . R�3Q 00 _ y" " BAR IS ONE INCH ON ORIGINAL DRAWING.
<br /> a �o FENCE
<br /> x pROPERT'( I \'72„ 24tpp „E --� /_ �/ C o I CONCRETE 6" COMP. DEPTH HMA PROPOSED WALL
<br /> � 'v TO FACE ,�aE � E Z z- SEE STRUCTURAL IF NOT ONE INCH ON THIS SHEET,
<br /> ry 2� LINE ToWALL 25' \ _ � 6•\4� �Z O o�0, N BARRIER CURB, PER WSDOT STANDARD 12" CONCRETE DESIGNS ADJUST SCALES ACCORDINGLY.
<br /> ' 8 �� T / '� 220 c o- 0 A LP SCALE: DATE:
<br /> \ 11� DRIVEWAYS ARE SPECIFICATION
<br /> p� m�q -n� NOT PRESENT SECTION 5-04 AS SHOWN OS/12/23
<br /> in I N AZa �m 6" COMP. CSBS PER WSDOT AS
<br /> BY: CHECKED BY:
<br /> gym- / �"1� m m SPECIFICATION
<br /> CALL BEFORE PACEKDSPROJECT NOA2R586
<br /> 0 10 20 40 E PRIVATE LOOP RD YOU DIG 811
<br /> Fa \ A HORIZ. - PRIVATE ROAD-20 MPH DESIGN SPEED UNDERGROUND SERNGE(USA) C3*U
<br /> 3 Scale In Feet N.T.S. y
<br /> cARL
<br /> REVI122-001 SHEET
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