|
i
<br />7■
<br />�■
<br />/
<br />C
<br />C
<br />/
<br />s
<br />/ ✓/ C/.0�
<br />� An -,.,
<br />STAMPej REagR WITH
<br />MET RON 280,
<br />CI
<br />3
<br />B W
<br />v
<br />0
<br />o PECOVERED 71
<br />�2" RES
<br />Q ACCo CAP
<br />EPTEDRPOSIT ON
<br />0
<br />.c
<br />0
<br />xa
<br />W
<br />Ira
<br />R
<br />LOT 7
<br />2 1 3 1 4 1 5
<br />0
<br />0
<br />N
<br />RECpVERED 1
<br />CAP, ST 12 RES
<br />STR D5' A�T D8c"K&A AR 3.3
<br />1.\ t ET SIGNAL a. 3'
<br />SOUTH/
<br />��EDESTRIAN LIGHT/
<br />/
<br />2 oN RWR
<br />� � I
<br />11�,Q O
<br />a�S© ✓ C j' �"
<br />'"' ��
<br />�j33 SA ''�-_
<br />�66'�aq `
<br />/ 6938$2a 4q p
<br />°0' 1
<br />�'• 5. RA L AIARKER t
<br />' CONCRETE
<br />B _
<br />AND •���--___ -. _ _____ HpCL y
<br />SIGN 'SP r sEE
<br />(�
<br />NO PARKING,'A YTIME,
<br />o.
<br />1 a. SIGN R7-1 E stG N „L� -- _
<br />I
<br />l LANDSCAPE \` I PARKING Rp�RY
<br />ND` R S
<br />END RE - - -
<br />gURB PAINT,' CUB 6
<br />• w �4YATF oy
<br />- ?wR �
<br />~--__
<br />�� !� i' : • ._`� ' y • . , I _` , ,Ox !�_ , , \ '�'tvEyY RgTE,o �
<br />73 TYPE 1
<br />IE�54.6
<br />/9
<br />0HPWR 2.6, 1 „P
<br />G
<br />J t ° _ ���- ppWER HOB
<br />2-2" E
<br />� . 5 i�,�, .............. �• � % I � . `,♦ ov coNC �'- `- DROP ZC o e1. / 1 ER R 1 P(NE)
<br />`/
<br />'� !yam �-� 5� p...,.o rpX:..... �, f •' / { J o r HANG _ 0.5' AS �VE POST ° LL ��' 7 /� 4 DROP(NE�� O
<br />/�0 1$: .'.'. - �? .125:SF`F.1 1.8.5 r � ---�- ._.. _.•. _ �RADE
<br />_
<br />l.........��.. ! 1 'a•os / LI 4 NPE 1 S
<br />dF f t.... i q�egsF�& - o tE�S7 97' OLD LID .
<br />......` 1'87' 12.
<br />/ .. .....' R`G . • '•'�' •: • '► � I J "-� -._ °oRo � CS� �-• -� \ , ® f S 71. gS' �PVC(N
<br />TYP �. / 12,.PVC(N)
<br />�J : .X...' Ct3A}j. 5.....�... y:: MM GR E=S6 E tl t )
<br />ASP �.. . ' '. trlit .. p _ Uc s ' c
<br />MALT 1I.......
<br />..................t.:,11 ; r - EotVM UG _ 567 21 V (SE / CAP STA D 1/2" R
<br />...... ... .
<br />.. r
<br />C ..;.. ,..'.. ..... \Rp ,.. "a n_. V �/ CEPTED p ITCML gg97 WITH
<br />AC
<br />ONCRE C ...........'.��..' '.....'.'... +' I t _I o� a - s ON
<br />7 8 TYPE 1 � X � . ^'� coi�rror CUT ` (ate Cq N� pl GROUND
<br />1 iG
<br />.. j l i
<br />'S7-�hhtvi.'...... I �. '` L
<br />o ` 7.35 �'.'.'.. v % ct� Y )
<br />„CONC(S x .... .'.':'... ..'1'• • ll.'.'.'.'.'.'.J.'.'.'.'.'.'.'.'.'.'.'.' ' % ♦ , RI ( R NTH EDGE
<br />O.. ... I '.' J .. (( I ' B CK PIL�R l p TR GROVE
<br />OF
<br />�. :. ►
<br />•• 4 I �2>
<br />... •':':':':............... T 2 . 8 A
<br />SIGNAINLINK t.'........A'S:•'•'•' pp �t N
<br />FENCE I.. .... 1. f POWER
<br />T t. a
<br />. ON 0R
<br />BLOCK„ op NOT ....t 1.'.'.'.'.'. 1�„ ° CoNCREr IVER ® u! � OT 20
<br />E
<br />'... D
<br />. B B
<br />.. . E_ TYPE 2
<br />: Pp Cn
<br />G 74 BLOC
<br />D 1
<br />• ¢ R Y e4u' GR TYPE 1 BRICK PILLAR 566. g3 9 6 „P ...
<br />.. ......
<br />............ 05 I ATE-569. r',, �l 8' IE� 566.84 6„P "PVC
<br />C .......... f o E=56g 8 2g S66.31' VC(SW
<br />B TS2 TYPE 1 :::: ..... .. , • / j l E'S66.7 6>,PVC(NW) 7' r �, IE_566.24' RVC(NW)
<br />IE_ Ltd SOLID LID + '.'. ..'.' ....... + .„ 3 PVC(NE) ALL BRICK WALL
<br />TALL BRICK 2 PVC(SE)
<br />s67.67' ,-S72.4.5' 5+ WALL
<br />IE'S678?,88�C>V1P(SE) .. ° NEAT �Tr- lNLtiUt�
<br />MP(SW ............... ..'.. '�' PUMP
<br />- 1 ' .. Y SIDE CONCRET ON
<br />/ &"
<br />` t :.... :... ... ', , �-- ACCESSIBLE,�T 2 LocKED FENCE) {_T,. �2„
<br />'I .�
<br />. ................. ►, (TYP) D2
<br />C E x� / 1
<br />L
<br />2.5' TALL ST Q o ......:........................ I'.'. • , ? � . L S7O- 7' ® /a
<br />EEL RAIL-.N�..... ° .,� ° t MODIFIED TYPE A CURB RAMPQjW6;736.4` JU
<br />311 00
<br />EXTRUDED CEMENT ---�� :...................'.'. t• :'%'::::: s/
<br />CONCRETE CURB ......... u............ °-; CROSSWALK 721
<br />.... �R Q6s
<br />.'.'::'.'. TYP
<br />(TYP.) ..............' ' ' ':':'.'.Q;..'.:. - '�r� STRIPES (TYP.) r 1 $ 4 567 S3, 1
<br />S/GN „L .. I . GRAVEL•®• D / o t �564 •4g' '
<br />6436"P„PVC
<br />NW� PVCSW)PARKINGpCYI2ice12 r VCS
<br />" ...... ....... .D
<br />......... � �� 1 ,� REC ER
<br />ov
<br />FIRE 5TAT10N ....... ► ° \ D -_�� \ CAP STq P 112" REBA
<br />.RR � �...:........... ♦_ ^♦. •° ��` . D ° • � • � . ♦ - .._,... � ` �` � �I11t 1 ACCEPTED „ ,ML TN
<br />FF-572.6' Cc ........ ' '..:.'.'.'.' '.... ..' '..J.'... .'.1'... r f1V I 2" I ACO ED PO 95g7,Wt
<br />D .� > CE
<br />........... N
<br />�.. °
<br />H ! 1_ • e� \
<br />S`'
<br />I..
<br />.'.'.'.'.'.'.'.'.'.'.'.'.'.' ..... ' • -
<br />Ih.......... ..... ........'�• / 30.0' UTILITY EASEMENT
<br />'..........:........ J.... s' D r AFN 8901090031
<br />f TRANSITION TYPE E-1 CURB / ECp
<br />I ! :'•�'; r [ ., ..1 a.
<br />... ° ° TO EXISTING EXTRUDED CURB 15.0' Np LUSE N' ry
<br />GO BCONDUITS �` ` : NE
<br />CONb AT t. (TYP.)
<br />TILDlNG L1,1r NEAT
<br />S GRO ... N 0 5.O CONCRETE ON
<br />�-
<br />309 VERTICAL CURB ::. .:.:. :.:.:.:.:.:.:? 2' 37' STANDARD STALL E PqD
<br />i
<br />1 (`� .•(TYP) ZPARKIN.. :.....-1 (TYP.) .. LIBRARY E ....... ONLY
<br />SIG
<br />l . ' ' °O o.J °'� \ ` oo 'I I
<br />. ..........'.�.'.. .'...�. LOT 14 �.
<br />1 (...'.'..'.'.'..'.'.'.
<br />T' . BLOCK 2
<br />LOT 6 LOT 5 ASPHALT i .... ........� . �... .. .... :::.':' �.. 4 .
<br />B l( ! .......:::.:.:'...::i :7 �. f.. ........:. ...... 27.4' 17. �) SIGN "LIBR
<br />r o .. �• .. PgRKI ARY
<br />rn
<br />T SOLID'
<br />1 f` ® ':::'.I:':: > ,". , ic) d�-L; NG ONLY•,
<br />h �.
<br />1E� L1C>� LID LID ` '.'.':n..t.' '� oo
<br />565. 7 $» S6g. A " :::.-Jam..'.'.'.'........ � .. I :___ SGR S66
<br />IE'565.77, s PP(NW) t �....'.......'.. o �: P6 .2s 37 �•; U CONTINUE SOLID D
<br />WHITE STRIPE TO
<br />0 8 STALLS @ 9' = 72' FULL 18' DEPTH
<br />SIGN .-. N-':::::......................... � ::: D I SET „LISR4 . .
<br />STAMPCD REBAR
<br />PARK/NC" I'•'•j ':' TURN ARROWS 722 i� MATCH & CONNECT ED "'' WITH
<br />ck. ....................... _ _ SINGLE DIRECTION (ETRpI�r CAP
<br />:....�. ...-.'.'.'.'.-..-..........-.�J ..�.. &STOP BAR -tom N TO EXISTING CURB, 2Bos7�>
<br />......
<br />CS T54 rYP �1 ...... i CURB RAMP (TYP) TYP. J�
<br />IE=565• 4, 8,,-566 E 1 31:3''. 7;$� ...�.. 36 115.9 ' T N 8067 CAPPED REBAR
<br />5/8" ME RO 2 lE�S6S.74 6" GNC(SW) R
<br />STA. 13+75.01, 0.00'
<br />l , 'SING SEE NOTED
<br />S AT RAIN
<br />�t � J.'.'. � 'i :�-•-- -- D ! '� FILLED
<br />STA. 20+22.56, 31.25 �tfi; LL D wtrN of
<br />E
<br />'\ JJ W SRIS 1
<br />�-�� - ° 14+QO -
<br />F00 11 +00 ry 37 1
<br />R - - 3 9 7 E BASIS OF BEARI
<br />°. cV D . ,
<br />NG �N 1P •
<br />-- ,
<br />EX. 1 /2" REBAR _ e _- _ i s R E
<br />� -�� � °�N.CREr
<br />B - 18" S - -e
<br />STA. 10+00.00, 0.00' ---- - - sD _ ---'INTERSECTION EQUATION - " ' - _
<br />Lrl Al.
<br />CB IL T14 T' o � --_ COMM VAULT SIGN t5�
<br />SEE NOTE 1 CRATE=56STA. 11+63.77_1=....: 20-J-00.00 r w tip ' ---w- _ C4.1 w #5175" US STOP �o
<br />IE=564.23 6"CONC(N / E o '
<br />IE=564.08' 12"CONC(SVV) / POWER I 716 STOP SIGN "' ,� CB IL 01 TYPE 1
<br />IE=563.89' 12"CONC(SE) POWER LWES AND r7 o 'CB T16 PE 2 GRATE= �65.04'
<br />VOLT�i6F�
<br />1-TRANSFORMI N LID=566. EELf r'/'t SE)
<br />1--TRANSFORM': fE=563.06 12"CONC
<br />CB IL T14 TYPE 2 1- "DR P 1- "DROP' � IF 563.06 18" CONC(NE) CB Q2 TYPE 2
<br />LID=566.8 _ _ r7 cn D-565.4i'
<br />IE=564A5 12" CONC(NW) _ _ CLOSE OFF DRIVEWAY WITH 307 2.41 18"c(NE)-
<br />r� T 4 r�r� �xCswj
<br />- 3.63 _ __ _ _.__,,. _ NEW CURB & GUTTER 7 �.2�,<�
<br />IE=563.83 12" CONC(SW)
<br />IE=563.83 18" CONC(SE) CB 032 TYPE 2 �s� SSMH
<br />LID=564.94' rnj t �� LID=564.59'
<br />IE=562.0 12" CONC(NW) CENTER OF CHANNEL=555.57'
<br />on. 1p" rnn�rfr,cl r� IF NE.SW.NW
<br />1. BASIS OF BEARING SHALL BE THE PROPERTY LINE ALONG
<br />EVERGREEN WAY AS DEFINED BY THE REBAR PROPERTY
<br />CORNERS SHOWN ON THE PLAN. PARKING LOT CENTERLINE
<br />SHALL BE ESTABLISHED USING THE INTERSECTION EQUATION
<br />AND BEARINGS NOTED ON THE PLAN. NORTH OF THE
<br />PROPOSED DRIVEWAY, DIMENSIONS ARE FROM THE RIGHT OF
<br />WAY BASELINE. THE FRONTAGE SIDEWALK AND DRIVEWAY ARE
<br />ALIGNED WITH THE BACK OF CURB IN EVERGREEN WAY.
<br />2. EXISTING PARKING LOT SHALL RECEIVE A GRIND AND 1 1 /2"
<br />ASPHALT OVERLAY. CONTRACTOR SHALL PLAN ALL PAVEMENT
<br />CUTS AND NEW ASPHALT PARKING LOT ACCORDINGLY TO
<br />AVOID PATCHES. PARKING LOT RESTRIPING AND
<br />REPLACEMENT OF DISTURBED SIGNAGE SHALL BE PROVIDED
<br />AFTER OVERLAY.
<br />3. CUTS AND TRENCHING IN THE STREET TO CONNECT TO
<br />EXISTING MAINS MAY REQUIRED ADDITIONAL PAVEMENT AND
<br />EXISTING IMPROVEMENTS REPLACEMENT. COORDINATE WITH
<br />UTILITY OWNERS TO VERIFY EXTENT OF WORK
<br />CUT/REPLACEMENT REQUIREMENTS.
<br />4. REFER TO LANDSCAPE/ARCHITECTURAL PLANS FOR ALL
<br />NON -CITY OF EVERETT STANDARD CONCRETE PAVING.
<br />LAN APP
<br />VED
<br />DATE
<br />P RVICES
<br />EROSION
<br />PUBLIC WORKS
<br />DRAINAGE
<br />DEPARTMENT
<br />WATER
<br />A PUBLIC WORKS PERMIT IS
<br />SEWER
<br />REQUIRED PRIOR TO STARTING
<br />ANY CONSTRUCTION ON THIS
<br />PROJECT. APPROVAL FOR THIS
<br />PROJECT IS CONDITIONAL PER
<br />TRAFFIC
<br />CURRENT CITY STANDARDS AND
<br />EXPIRES UNLESS
<br />PERMIT FOR CONSTRUCTION HAS
<br />crrt EP4INEER
<br />BEEN ISSUED.
<br />0 10 20 40
<br />1 inch = 20 feet
<br />E
<br />CONSULTANT:
<br />icpff
<br />1601 5th Avenue, Suite 1600
<br />Seattle, WA 98101
<br />206.622.5822
<br />www.kpff.com
<br />REGISTRATION STAMP:
<br />PROJECT IDENTIFICATION: D
<br />Evergreen Branch
<br />Library
<br />Expansion
<br />FOR
<br />City of Everett
<br />AT
<br />9512 Evergreen Way
<br />Everett WA 98204
<br />PR 1
<br />12/ 14/2018
<br />This drawing is:
<br />1. Copyright 2017 Dykeman, Inc.
<br />2. The Architect's Instrument of Professional Service.
<br />3- For use on this project only. Obtain Architect's
<br />written permission for any other use or reproduction.
<br />PROJECT NUMBER:
<br />1700170
<br />REVISIONS:
<br />MARK DATE DESCRIPTION
<br />08-07-17 DID COST EST.
<br />08-17-17 DID SUBMITTAL
<br />08-14-18 PERMIT SUBMITTAL
<br />09-10-18 BID SET
<br />PROJECT TEAM:
<br />PRINCIPAL IN CHARGE: MAV
<br />PROJECT MANAGER: 1 AGC
<br />PROJECT ENGINEER: ( CB
<br />DRAWN BY: 1 TAD
<br />KEYPLAN:
<br />DRAWING TITLE:
<br />HORIZONTAL
<br />CONTROL AND
<br />PAVING
<br />PLAN'
<br />1 1 J) LE k►
<br />DRAWING NUMBCRW nrr
<br />CITY OF EVERETT
<br />CPer:'- Serui----..
<br />1 1 2 3 1 4
<br />5
<br />
|