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FIRE MARSHAL NOTES NOTES SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. NOTE: N n o o a
<br /> 1. THE ADDRESS SHALL BE POSTED IN A PLACE NECESSARY TO EASILY LOCATE THE 1• ANY BROKEN OR DAMAGED SIDEWALK/ PUBLIC iO NEAT LINE CUT, CLEAN, HEAT 7 s v�i a a ro m v�i
<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 /> STA 100+60.00 WITH AR4000 AND SAND.
<br /> 3. ADDRESS NUMBERS/LETTERS ON THE FRONT OF SINGLE-FAMILY HOME SHALL BE 2. ALL TRAFFIC CONTROL MARKINGS AND DEVICES ON INTERSECTION 17.5' SAWCUT SHALL BE MINIMUM
<br /> A MINIMUM OF 4-INCHES IN HEIGHT. DRIVEWAYS WITHIN 50' OF THE RIGHT-OF-WAY SHALL BE W. MUKILTEO BLVD (17.50 RTT)
<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 SIDEWALKI 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 o"e� I lO 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 (2 00 RTT) �/ SECTION REQUIRED.
<br /> SHALL BE NO LESS THAN 1" IN HEIGHT. EMC 46.28.130" SHALL BE NO LESS STA 100+29.00 EWo"e
<br /> THAN 3/4-INCH IN HEIGHT. MAXIMUM DISTANCE BETWEEN SIGNS NO GREATER (17.50 RTT) DW . 1-3% 2%
<br /> THAN 75 FEET. BEGIN D/W - w"-00+76.87_"- - -
<br /> ,o"e 8" WHITE BIKE w 0
<br /> 5. PAVEMENT MARKINGS: STA 100+23.00 ""- (17.5F RTT) � 6" CONCRETE m O J
<br /> ' 6-INCH WIDE, WHITE STRIPE ON PAVEMENT o"e _ FRONTAGE STRIPE 5.5' FROM 1 m o - ¢ Q
<br /> (24.0 RTT) -_-> w J 6" COMP DEPTH GRAVEL BORROW
<br /> • "FIRE LANE NO PARKING" SHALL BE PAINTED IN WHITE TRAFFIC PAINT SIDEW LK o"e fir- IMPROVEMENTS FACE OF CURB F o F K k
<br /> WITH MINIMUM 3.5"xO.5" LETTERING \ VERTICAL CONCRETE CURB z - m
<br /> \ 3" COMP DEPTH N w w 3 m m
<br /> o"e 0� _ 1+0�_""---�"" AND GUTTER (PER COE 312) m M o
<br /> WHEN HYDRANT IS PRESENT THE "FIRE LANE NO PARKING SHALL BE / ___ 10_ - HMA Cl 1/2" - N N 0
<br /> CENTERED IN FRONT OF HYDRANT. O"e '�0 \ A 100+81.87 ¢ O ¢ N 0
<br /> ,-a N o• 3" COMP DEPTH ATB o tui
<br /> 6. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL j mCm \ \ £ END50 RTT ,A-"-COMP DEPTH GRAVEL BORROW < w w m Of Gi
<br /> CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. w v _
<br /> 7. ALL UNITS SHALL BE EQUIPPED WITH TYPE NFPA 13D AUTOMATIC FIRE " n '� 100 - \ +_ ss FRONTAGE IMPROVEMENT - W MULKILTEO BLVD 3 G, " w w
<br /> SPRINKLER SYSTEMS. O"c G O"e -+ \ Y z z - -
<br /> 8. PORT CAPS TO BE PAINTED BLACK PER COE DETAIL 507. _ +� - PUBLIC RIGHT-OF-WAY ROAD a 0 0 0 w
<br /> to m
<br /> ..
<br /> 9. PROVIDE BLUE STREET REFLECTOR(S) ON THE HYDRANT SIDE OF CENTERLINE TO De 6x9 �'� w I Z 0 rn
<br /> ° °"e 5"- '\ � w� MAJOR ARTERIAL ROAD 3 a - - � O
<br /> ® SPEED=35 MPH Z Z IT x I w
<br /> INDICATE HYDRANT LOCATIONS. pp �yao 0 0 0
<br /> STA 97+73.66 D" �� �o J
<br /> STA 97+46.61 (18.00 RTT) JJ a"e' N.T.S. y N r F w O o V
<br /> (17.50 RTT) BEGIN TT) ✓ Qac� a ITE N : D}W./. PROP. STOP 31 > > "m� "�� N
<br /> BEGIN FRONTAGE STA 97+67.66 w BIKE STRIPE, SIGN, 1'
<br /> IMPROVEMENTS (24.00 RTT) ST 9.� 1.66 �� RELOC 5.5' F OM_ -"- :f' 8 BEHI D 5.0' r
<br /> = SIDEWALK o": 18.00 R �' ,-BY" TBHERS -" -'/ e� ,\ N� \ 16' 1G aD I. m in a n a
<br /> STA 97+41.61 o"e LVD, + SIDEWALK SIDEWALK TRAVEL LANE TRAVEL LANE
<br /> BEGIN TEMP P 24.00 RT) W 7.66 EST MOKII r-O
<br /> EG N
<br /> RAMP SIDEWALK RP OP s'" ' • P l0 2% 2% E;SAWCUT
<br /> o � � II E
<br /> 12 CONCRETE y 8 f a 8
<br /> 6" COMP. DEPTH HMA PER WSDOT = - �' ` k2
<br /> B
<br /> \ \ --,,-' ss s1 . a o -• ..i O �: 10, 6" CONCRETE STANDARD SPECIFICATION SECTION 5-04 & ¢Q 7
<br /> •5 6 26' LANDSCAPE 6" COMP DEPTH P. CSBS PER WSDOT a 3 :2 m
<br /> 1 0' I "
<br /> 1216 SF BUFFER GRAVEL BORROW SPECIFICATION
<br /> ci ,e a
<br /> 1 220 S • w v -
<br /> L, s: ® 122 SF WATER AS F . ' 12.69' PRIVATE LOOP RD
<br /> a
<br /> s � M
<br /> s --+ass • 5 1220 SF AFN 0 S88.42'42"E - PRIVATE ROAD-20 MPH DESIGN SPEED
<br /> 8 1525 SF @ INTERSECTION N.T.S. W 0 RF
<br /> O © c l P 6663 SF g 10• R �f-
<br /> " ss i STA 21+10.81 �E wasH;,•.9L
<br /> 1525 SF � (0.00 T) 25' LANDSCAPE BUFFER
<br /> 18' DRIVEWAY RAMP 1220 SF - 0.5' 4.5' 5.5'
<br /> TYPE 3 PER CITY 0 1221 SF -- 00'� 2 CURB
<br /> OF EVERETi f. ,wo^ , p,15• 5.W 10' 10' o 1 r�
<br /> \ STANDARD DWG. 317 1296 SF s• m.o N 1}p9 R- 0 INSTALL CROSSWALK, SIDEWALK TRAVEL LANE TRAVEL LANE 0 3 e'`t.PF 125J
<br /> - A �-' PER DETAIL 1 .,STER.•0<'
<br /> c
<br /> F P
<br /> SHEET C3.1
<br /> 00 21+00 � s'J MAL
<br /> 2% 2% 2:1
<br /> po?
<br /> m�
<br /> 3
<br /> PARCEL B e.. PFt1V ATE\" C F I• CURB
<br /> .:..::..:.12"CONCRETE
<br /> ... PROPOSED WALL 3 a
<br /> .,,,"�^ PROP. 6"CONCRETE BARRIER SEE STRUCTURAL
<br /> \ 26+p0 - N 6" COMP. DEPTH HMA PER DESIGN 00 > > g
<br /> STOP p II 6" COMP DEPTH WSDOT STANDARD SPECIFICATION L) - O Q
<br /> SIGN 2 I GRAVEL BORROW SECTION 5-04 J uJ 0.�
<br /> \ 1$ d 10 5.5' 6" COMP. CSBS PER J H o E Q m
<br /> \ 1181 SF A PROP. "NO PARKING- WSDOT SPECIFICATION � d H co
<br /> \ 99 AFIRE LANE" PAVEMENT N a) a O
<br /> \ \ 31 Si _ i = ���o`b N 4" 1 12 1181 SF -MARKINGS AND STRIPING c PRIVATE LOOP RD Z W Q �•a M
<br /> �\ a v "P NOTES THIS SHEET U) y '- N
<br /> \ �9 ROP15' �� • ;T.° 13 1181 SF �a< I'- - PRIVATE ROAD-N.T.S.T SPH DESIGN SPEED W WF. > N
<br /> ' N 7 56.5PWATER I "AN zo siosoassER 14 1181 SF 110ROP 25' 10' IC O Q W w y
<br /> EASEMENT 1 1241 SF 6 z WSEWER ATER & 20' LANDSCAPE BUFFER = O 7
<br /> 2 D_
<br /> \ 1 /A / / �a EASEMENT 4.5' 5.5' W > .,to
<br /> / J
<br /> 10' 10 w f�
<br /> TRAVEL LANE TRAVEL LANE O J '� un W
<br /> ¢-0
<br /> / o
<br /> 10' 47 a -0
<br /> 26' Q
<br /> 26'
<br /> ACCE
<br /> SS
<br /> EASEMENT a � i6 15II 1, I Cn �
<br /> 301 SF
<br /> 13' 13' (TYP) - 17 DEVELOPER SHALL SUPPLY w;
<br /> TRAVEL LANE TRAVEL LANE �I I_, 1301 SF e AND INSTALL PER USPS SPECS
<br /> 2% 2y, 3:1
<br /> 1282 SF /
<br /> 2 13 UNITS CBU. CBU
<br /> I .
<br /> FR
<br /> OM�I
<br /> a '
<br /> 2,5' a,al I w t„ ® � LEVEL AT BASE W FRONT OF
<br /> 48 PROPERF CE w 23 1300 SF 18.5' 10' 10' CONCRETE p �-
<br /> / BOX 12" BEHIND AT GRADE PROPOSED WALL
<br /> LINE TO P. 6 COMP. DEPTH HMA SEE STRUCTURAL
<br /> 2% ''. 2% OF WALL - / 22 301 SF BARRIER CURB, PER WSDOT STANDARD DESIGNS
<br /> o }� r- 26, WHERE R SPECIFICATION 12" CONCRETE
<br /> DRIVEWA A
<br /> a •:::..::::>.:...:...:::....:..:::.>.:.:.>.:.:...::::.:.:.:.>::.::.:>..:..:... I� .,../ / 1301 SF d PARKING- SECTION 5-04 W
<br /> PRO
<br /> FREPLANE OW AWAY NOT PRESENT PER WSDOT 6" COMP. DEPTH HMA PER WSDOT I IN / 0 E
<br /> - STANDARD SPECIFICATION SECTION 3.5' FROM I 10 o - 6" COMP. CSBS (�
<br /> ZONE- EMC 46.28.130" SPECIFICATION Q
<br /> 6" COMP. CSBS PER WSDOT 12" CONCRETE- LINEo 0R FACE I 21 M h d SIGN PER NOTES THIS PRIVATE LOOP RD W a
<br /> 20 1241 SF �, I SHEET, (TYP) UNLESS D (n J
<br /> SPECIFICATION pF WALL 1 5 19 P -s: ry "� I OTHERWISE NOTED - PRIVATE ROAD-20 MPH DESIGN SPEED � d
<br /> 12" CONCRETE I• g 1181 SF �. a W
<br /> Z ° p \', N.T.S.
<br /> 3 18 1181 SF e, / o ,� 5.5' O H-
<br /> o F PRIVATE LOOP RD I 2 " O ws • • FROM PROPERTY LANDSCAPE m
<br /> PRIVATE ROAD 20 MPH DESIGN SPEED I 1180 SF P LINE TO FACE - 20' BUFFER
<br /> n `K N.T.S. I "
<br /> NDSCAPE "°�^ '_ __,
<br /> OF WALL
<br /> Q 0 --!"_-
<br /> EE PLAN,
<br /> i LA R-2 BUFFER • / / - 10' 10' w THIS SHEET
<br /> %- TRAVEL LANE TRAVEL LANE Q w¢ I
<br /> e 1 � �� •�' '. S�y1�'p8W � " i � 1
<br /> 2.s' 1 so,� ,w•^"""'°" - 6' WOOD 2% 2% VERIFY SCALE
<br /> o PERIMETER -y
<br /> ROPE n I g�0.00' "E f A FENCE :..,.. .:...:......:..:.,...:...,:..L:,..,:...:...:...:...:.......:.....
<br /> BAR IS ONE INCH ON ORIGINAL DRAWING.
<br /> g s CONCRETE 6' COMP. DEPTH HMA
<br /> PROPOSED WALL 0-�..
<br /> y2� LINE TO FACE I \ 12 24+p0 T BARRIER CURB, PER WSDOT STANDARD SEE STRUCTURAL IF nalusrNscn�s ON THIS
<br /> �� d �� OF WALL 2 5 T\ D g•�0 4� Q o N WHERE 12" CONCRETE DESIGNS SCALE: DATE:
<br /> No» SPECIFICATION
<br /> -n U�o O DRIVEWAYS ARE SECTION 5-04
<br /> Y-n-,3 NOT PRESENT AS SHOWN 1 05/12/23
<br /> n A
<br /> � 6" COMP. CSBS PER WSDOT DESIGNED BY:I CHECKED BY:
<br /> N SPECIFICATION KDS/TB ACR/SS
<br /> ZN CALL BEFORE PACE PROJECT NO. 21586
<br /> is 0 10 20 4o E PRIVATE LOOP RD YOU DIG 811
<br /> HORIZ. - PRIVATE ROAD-20 MPH DESIGN SPEED UNDERGROUND SERNCE(USA) ^�"O
<br /> W \ y
<br /> F \
<br /> sale ID Feet N.rs. REV1122-001 SHEET
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