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FIRE MARSHAL NOTES NOTES SE1/4 SWIM SEC. 34, TWP. 29 N., RGE. 4 E,, W.M. NOTE: 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. 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 />SAWCUT LINE
<br />(12"X18"), RED LETTERS ON WHITE REFLECTIVE BACKGROUND. "NO PARKING" & 3. ALL PROPOSED WALLS/ROCKERIES OVER 30-INCHES PRIVATE LOOP RD I
<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 STA 100+66.00 I O I FOUR -FOOT MINIMUM PAVED
<br />SECTION REQUIRED.
<br />SHALL BE NO LESS THAN 1" IN HEIGHT. "EMC 46.28.130" SHALL BE NO LESS STA 100+29.00 (24.00 RTT) ❑W
<br />DEW 1-3% �2%
<br />THAN 3/4-INCH IN HEIGHT. MAXIMUM DISTANCE BETWEEN SIGNS NO GREATER (17.50 RTT)
<br />THAN 75 FEET. BEGIN D/W TA 100+76.87 - - - - -
<br />5. PAVEMENT MARKINGS: o P L WHITE BIKE
<br />STA 100+23.00 (17.50 RTT) 6" CONCRETE
<br />* 6-INCH WIDE, WHITE STRIPE ON PAVEMENT (24.00 RTT) oHP w END FRONTAGE STRIPE 5.5 FROM 6" COMP DEPTH GRAVEL BORROW
<br />* "FIRE LANE NO PARKING" SHALL BE PAINTED IN WHITE TRAFFIC PAINT SIDEWALK IMPROVEMENTS / FACE OF CURB
<br />WITH MINIMUM 3.5"xO.5" LETTERING \ \ 3" COMP DEPTH VERTICAL CONCRETE CURB
<br />* " " ❑"P y� 1p1+00 " AND GUTTER (PER COE 312)
<br />Cn
<br />WHEN HYDRANT IS PRESENT THE FIRE LANE NO PARKING SHALL BE � HMA CI 1/2 Z
<br />CENTERED IN FRONT OF HYDRANT. OVA, �` O ' \ TA 100+81.87 < a
<br />„ , -n N o 3 COMP DEPTH ATB N cn
<br />6. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL / r^ �^ \ \
<br />CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. w - END50 RTT 6" OMP DEPTH GRAVEL BORROW } m
<br />7. ALL UNITS SHALL BE EQUIPPED WITH TYPE NFPA 13D AUTOMATIC FIRE -❑o G �� \ FRONTAGE IMPROVEMENT - W MULKILTEO BLVD Y
<br />SPRINKLER SYSTEMS. w "
<br />8. PORT CAPS TO BE PAINTED BLACK PER COE DETAIL 507.❑HP w ' \ - PUBLIC RIGHT-OF-WAY a
<br />® °"P � � 6'x9' o }0� � r' cr `s'- + ` 'u�� MAJOR ARTERIAL ROAD 3
<br />9. PROVIDE BLUE STREET REFLECTOR(S) ON THE HYDRANT SIDE OF CENTERLINE TO off ❑"P ❑ 0 10� �o SPEED = 35 MPH Z
<br />INDICATE HYDRANT LOCATIONS. �W
<br />STA 97+73.66 OVA? P �' 101sa0 N.T.S. cn
<br />�s � w
<br />w
<br />STA 97+46.61 (18.00 RTT) � �❑"P `� o�eN ��� �� ° o
<br />(17.50 RTT) BEGIN D/W ITE £ , , - �, s" 31 0_
<br />❑HP- PROP. STOP
<br />BEGIN FRONTAGE STA 97+67.66 +� U E BIKE STRIPE, LIA
<br />IMPROVEMENTS (24.00 RTT) ST 97 1.66 �❑ RELOCATE 5.5' F OM F f , :. D W BEHIND , 5.0' 16' 10' �od
<br />}
<br />SIDEWALK o"P 18.00 R THERS a Q s r SIDEWALK SIDEWALK �
<br />STA 97+41.61 "r TRAVEL LANE TRAVEL LANE rn
<br />"P gt VD - _
<br />BEGIN TEMP ST 7.66 Sr M�KILTE� - / �' o I I 1,
<br />(24.00 RTT) VIIE
<br />��
<br />RAMP SIDEWALK PROP. o o I� 2% 2% 2%
<br />°"P Q SAWCUT s .. 516 �. o o I -� -y f- E
<br />/ ,u . V A o o
<br />\ \\ P J 16' 0' 6" CONCRETE 6" COMP. DEPTH HMA PER WSDOT 12" CONCRETE TQ
<br />0 1 s I. I 10' STANDARD SPECIFICATION SECTION 5-04 9 CO
<br />ss s
<br />c �� o i 152 O W C1 LANDSCAPE 6" COMP DEPTH w o _v
<br />W U
<br />\ / 5 p 6" COMP. CSBS PER WSDOT w U PE Lo a
<br />\ \ SD -i P 0 1216 SIF 26 LL BUFFER GRAVEL BORROW uN 3
<br />1 y ° SPECIFICATION U o m v 3 Ss
<br />\ \ \ s➢/ O3 1220 S s a- co w d. 3
<br />1220 SF WATER s ME 12.69' B PRIVATE LOOP RD
<br />5 0 1 220 SIF AFN o 7 7 S88°42'42"E - PRIVATE ROAD - 20 MPH DESIGN SPEED
<br />ss❑ ,1
<br />/'s 'OD i 8 0 1525 SF INTERSECTION N.T.S. W R
<br />6663 SF o 10'
<br />1 I STA 21+10.81 o Hi G
<br />1525 SIF 25' LANDSCAPE BUFFER 2�°°P� Nnr
<br />neaVeR
<br />Q: Al
<br />-PACE
<br />18 DRIVEWAY RAMP 1220 SIF 0.5 4.5 5.5e ndre ��Rea�MPER- 2 W10618790
<br />_ TYPE 3 PER CITY O9 FRw 0'� 2 CURB ° °
<br />i 1221 SF KNG- '
<br />_ f. "OPP 15' 5.0 10 10 w 3,2,z,5sd8
<br />\ \\ STANDARD DWOF GT317 1296 SF s° m a N° D�09' R=�0 INSTALL CROSSWALK, SIDEWALK TRAVEL LANE TRAVEL LANE "I,o Po�p�c3,zs7E�
<br />\ \ 1 ESE (fI¢"� 21+� �/ 9 SHEET C3PER I1 1 1� I FSSONAER��G
<br />`2N�
<br />OP 15 4 a, u a o 2%6
<br />p 8 E P �29b 21
<br />��F R PARCEL e pRNP1E £ 0 L. " CONCRETE 12" CONCRETE PROPOSED WALL
<br />q _
<br />PROP. I 6 CONCRETE BARRIER :: +,, : 'l+ SEE STRUCTURAL
<br />\ 26+00 - LL 6 COMP. DEPTH HMA PER DESIGN Do
<br />N PPRp"G STOP �° ° II " CURB
<br />SIGN 6 COMP DEPTH WSDOT STANDARD SPECIFICATION (�
<br />2 GRAVEL BORROW SECTION 5-04 J uJ
<br />5.5-- ° 6" COMP. CSBS PER J Lu o
<br />1181 SIF PROP. "NO PARKING- WSDOT SPECIFICATION j Do
<br />_FIRE LANE" PAVEMENT
<br />\ 6,�31 SF / o� " s 12 1181 SIF ; MARKINGS AND STRIPING PRIVATE LOOP RD Z Lu a
<br />14
<br />a °� NOTES THIS SHEET - PRIVATE ROAD - 20 MPH DESIGN SPEED N
<br />1 13 1181 SIF o N.T.S. LLI W
<br />PROP 15 I SEMENT PER 14 1181 SIF I PROP 25' IC >
<br />WATER EMENT a N zoo ��oeo4ea �_ WATER & 20' LANDSCAPE BUFFER O Q W
<br />EAS 1 1241 SF O': 1 SEWER = _
<br />;7 1 �• / EASEMENT 4.5'IIIIIIIIIIIII� 5.5' W � W
<br />/ 10 10 w
<br />>
<br />A TRAVEL LANE TRAVEL LANE 0LL ¢ L W
<br />26' 10' ACCESS c 15 .153. a / L 0 3 N
<br />_ EASEMENT c a 16 1301 sF c 8 + II 1. I °'
<br />1! 13 13 (TYP) m 17 P RI E 1`A' N DEVELOPER SHALL SUPPLY
<br />g TRAVEL LANE TRAVEL LANE I I J 1301 SF ? / AND INSTALL PER USPS SPECS 296 29; 3;1
<br />g' FROM �I W . 1282 SF (2) 13 UNITS CBU. CBU -y r-
<br />2 N � I w cr , . I LEVEL AT BASE W/FRONT OF ::..:..,:: ::.><..f
<br />pRppERFA o � - © 18.5 10 10 BOX 12" BEHIND AT GRADE " PROPOSED WALL
<br />Tp FACE w ;153•- 4Q 3 1300 SF BARRIER CURB, 6 COMP. DEPTH HMA
<br />N 2% _ \ 2% LINOF WALL / Q 1301 SF PER WSDOT STANDARD SEE STRUCTURAL
<br />r:. r- / E 151' 1301 SF 26' WHERE SPECIFICATION 12" CONCRETE DESIGNS
<br />.:.,:..:.:..:.:::. I N DRIVEWAYS ARE SECTION 5-04 LJJ
<br />I; 6" COMP. DEPTH HMA PER WSDOT I / PROP. "NO PARKING- NOT PRESENT
<br />`i STANDARD SPECIFICATION SECTION ' FROM 1 LL o I " 6" COMP. CSBS PER WSDOT (7
<br />FIRE LANE -TOW AWAY
<br />5-04 pROpERTY 21 p o o ZONE- EMC 46.28.130 SPECIFICATION Q z
<br />o " 3.5 I 10 i a P, �, SIGN PER NOTES THIS W
<br />6 COMP. CSBS PER WSDOT 12" CONCRETE LINE TO FACE I 0 © I P R I VAT E LOOP RD N J }� 0 1241 SF SHEET, (TYP) UNLESS D
<br />SPECIFICATION OF WALL 5' i s. OTHERWISE NOTED - PRIVATE ROAD - 20 MPH DESIGN SPEED O_
<br />12" CONCRETE A
<br />1 a 19 1181 SF
<br />1 PRIVATE LOOP RD12 ' R ,s 1181 SF s a i 5.5' N.T.S. 5, If-
<br />1 O
<br />_ s 1180 SF I FROM PROPERTY LANDSCAPE m
<br />n - PRIVATE ROAD - 20 MPH DESIGN SPEED m i ° " LINE TO FACE 20'
<br />Q N.T.S. 5' 1 OF WALL BUFFER Q
<br />DSC%� "OP�K J SEE PLAN, _
<br />LAN E I R=2 o / 10' 10' w_ I THIS SHEET
<br />BUFFER I (TYP) w N N° 23+� K pRE / _ TRAVEL LANE TRAVEL LANE 0 32;1
<br />gN E \ ,1. Po- ° "OPP T OPPR 6' WOOD 1
<br />l ° ,
<br />PERIMETER i
<br />E , I I \ `\\iSO "op PRK\NG.F\RElP1& 1. / FENCE 2% 2%
<br />F f/11 2.5 I >>-� f- VERIFY SCALE
<br />FROM R 30.00' / :.f• ::<.:::.<..: .:.. ..:.
<br />a T BAR IS ONE INCH ON ORIGINAL DRAWING.
<br />pROTORF CAE I 'gyp. Zq+00 REaNE t (�/� Q0 RECORD DRAWING CONCRETE 6" COMP. DEPTH HMA PROPOSED WALL o�
<br />a `GQ LINE WALL \ "OPpRK\NG t Z r' (T THIS�REB RD ILT DRAWING HAS
<br />PROVIDED P PARED,BY IN PART. N BARRIER CURB DESIGNS STRUCTURALSEE F NOT T S INCH ON ORDITHIS SHEET,
<br />,
<br />16 or^ PER WSDOT STANDARD " ADJUST SCALES ACCORDINGLY.
<br />g \ yL OF 2.5 ��1 y 220 c a o INFORMATION IS BELIEVED TO BE RELIABLE, NO ASSUMPTION WHERE SPECIFICATION 12 CONCRETE SCALE: DATE:
<br />O z O SHOULD BE MADE REGARDING THE ACCURACY OF THIS RECORD DRIVEWAYS ARE SECTION 5-04
<br />rr` AS SHOWN 12 11 23
<br />c� n G Dr:AxnNc, OR FOR aE ERRORS OR oMissioNs. NOT PRESENT "
<br />E O v 01 o'.:= _ ,,. ._., - 6 COMP. CSBS PER WSDOT
<br />'9� \ / rn � o drew C. Reaves sE$�^ .dMaES°' 05MAD 12/12/23 SPECIFICATION DESIGNED BY: CHECKED BY:
<br />°'3 ° KDS/TB ACR/SS
<br />CALL BEFORE
<br />°= SIGNED Y .� DATE PACE PROJECT N0. 21586
<br />0 10 20 40 E PRIVATE LOOP RD
<br />,; %,- t� Andrew Reaves, PE, Senior Principal HORIZ. YOU M SE CE �� 0
<br />F � 2 A PRINT NAME & TITLE - PRIVATE ROAD - 20 MPH DESIGN SPEED uNo ouNo sTTtulcE
<br />HNg �'Scale In Feet
<br />N.T.S.REVI122-001 SHEET •
<br />
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