|
1 2 3 4 '
<br />O I
<br />O
<br />+ /
<br />d-
<br />CV
<br />RECOVERED
<br />CAP r
<br />,J�' %e"
<br />TAMP RESAR WITH
<br />J i E�S KuSA
<br />{�^� SY fi'
<br />REET
<br />E �S "'INAL oEDE LIGHT 0.3 `\ gay 4��v
<br />({fi R!AN SIGNAL ! 5, o
<br />i�.TE'RAL
<br />S E. GAS"
<br />STA. 23+08.56, 22.50 RT--_.__ N�L� S
<br />c +'� `'----
<br />RIM 576.72ED �Mr- ��� -
<br />''� 8» IE 573.95.E -. =� U PR 1
<br />-- E
<br />J -
<br />1 i 44 LF 8 5D @ 0.630
<br />40 LF 8" SD @ 1.86% ,- 1 CO
<br />s
<br />STA. 23+18.88 73.69 RT AD-110, - ,{v ,
<br />AD-19
<br />�'` ,f'r V 8" IE 567.28 SE 1 -STA. 23+08.80, 116.98' RT ' PARKING'
<br />A
<br />� STA. 23+06.56 17.75' LT ( ) -- -`-------�``` ONLY" �-- �----.
<br />�i " RIM 570.23 47-A-RF PVC WALL
<br />RIM 577.55 8 IE 567.56 - ti FOOTING DRAIN AT
<br />QQ
<br />8" IE 574.70 (NE) `EY c 'L o`_ -
<br />-� �, --- -� _ RA _ TYp
<br />-�
<br />o '` PR zf T�i' ; ' `�% (TYP) v c JE 57Z.S7 �.fi8' E 7
<br />u �
<br />�/ + sue- FOUNDATION DR _ �3 ° AD 4,
<br />5'POWER
<br />".c�1 N %�' l,� ,� CLEANOUT (TYP.) STA. 22+85.81, 178.67' RT ��- 2'2"DRY {�}
<br />F
<br />/__Zi!
<br />• CST s>> RIM 570.23.o
<br />I �F�X Aa PERF PVC ,� . jo0 61 LF 8 SD - 8 IE 567.57 �� Al
<br />fiI`576 . @ 0.63% FOUNDATION DRAINi _
<br />AT 0.5% (TYP.) 1 �,Q`Q6,3 TYP
<br />1 _ PR 5�4 r D
<br />s
<br />' ,-'� LIBRARY EXPANSION c r, °' _% ��'.7'� 12„P SOLD LID
<br />l000ly7 G.R C aNDlltrc x $ - !� Q32 iYF / t ` l 1 ' 9S' 12 „PC(ruE)
<br />ASPHAI r 1 � A• a►�M ,! r* - FF - 570.60 .._ �6 GRATE�56s » ' %/ VC(NW)
<br />L sO 37 LF 8 SD @ 1 56% I R
<br />a
<br />ME
<br />Cg 018
<br />GRATE--5 7 35,'
<br />/C,574 45
<br />12 I- NC(y�!)�
<br />CONCRETE 't�
<br />i hrye.- C �ING I !E-.. �..8't�V^,, EC©VERED
<br />s iCOMr qC rA PE I -I ESAR
<br />• � n R WIT
<br />_...Or D 19 LF 8 SD @ 1.56% AD 63, �/� ED P, 95971,H
<br />Gj ! GOF c ,. RA!N
<br />_ STA. 22+49.39, 170.20 RT CB-62, TYPE 1
<br />AD-17,DND PR 1 RIM 570.28 STA. 22+31.78, 177.74' RT 402
<br />STA. 22+61.77, 55.24 RT 8 IE 566.98-` RIM 570.29
<br />x RIM 569.39 3R!C�
<br />, ;
<br />f _�,k - 8" IE 566.68 (W)
<br />8 IE 566.90 PR 1 :_
<br />40 LF 12 6" IE 566.85 (SW)
<br />P »
<br />I 61 LF D @ 1.01 % 1 oWSD @ 1ER V j`� 1 .56% ` 12 IE 566.35 (NE)
<br />TRgN
<br />CON(' RR DER
<br />AD-16, t CB-61 TYPE 2-48"
<br />' TYP.
<br />=LJ STA. 22+00.54, 54.42' RT C2.2 ° r '
<br />-� f` STA. 22+22.69, 216.87 RT
<br />CB-15, TYPE 1 POC FOR FIRE
<br />- , I RIM 568.77 �' r'►/ ;6,. RIM 570.67
<br />1 8 IE 566.28"r 1/ 12 IE 565.72"P >
<br />soL!©PE 1 STA. 22+00.64, 22.25' RTC PR VI Y E �o _____ '� TALL ..VC(NW)
<br />!E� 5�7 LrD_57 L! RIM 571.40 �'.; �.,, ,> 6 1 RRrcK PVC�$E)
<br />!.�_� 6T' 2.45 �, , 8 LF 8 SD @ 6.88% SEE ELECTRICAL PLANS ---- ; WALL
<br />°� - » 8 IE 565.95 (NE) I � FOR PUMP STATION �►
<br />42, ` CB-14 TYPE 2-72
<br />STA. 21+59.16, 6.91' LT -8 IE 565.95 (S) CONTROL PANEL �2 8»
<br />1 .,
<br />6' �HArNL! i RIM 571.06 �� t\ - 4 DIP IN ��- „
<br />(CORNER NK F GE 8" IE 565.44 N A �I k CB 70 CONNECT TO EX N'-� ! LEAN , r 4
<br />RN HAS EN ( ) o „ 51 F $ 1. 01 % i N fi r
<br />R UYV
<br />KNOCKED OVER)
<br />48" IE 557.44 SE - C2.1 ' LANDS�AP l ADJUST RIM 570.82 CE' rE_567 , 4 7' .16 %I
<br />32 LF 8" SD @ 1.01 %
<br />POTHOLE AND PROTECT' �' eE
<br />-� NCH CB-60, CONNECT TO EX
<br />IN PLACE EX STORMS o
<br />LEAD -- °NCRE <``�-s `f ' 12" IE 564.55 (NW)
<br />DRAIN PRIOR TO LIGHT '
<br />AND
<br />SHER ACK , . f fl- �,
<br />ST MPEp P s�2 oAss PR POLE BASE INSTALLATION �" ' 1�� i` !-5,tz'Pv(tvw)
<br />6�" u° I - J Pv
<br />1 418 5,781 CF ALUMINUM �a FT-91 8 x6 BYP CURB CHAMBER41,C�sE)
<br />DETENTION TANK WITH . �i �� STA. 21+12.56, 26.69 RT C2.1 i �•� ;�� I I j"j a RECOVERED ;
<br />TATiON > E f AP12
<br />MINIMUM 10 ECO BLOCK '.� 6> I ' CH ! lr ACC STAMPED wrr
<br />�R� I r- RIM 569.90 () _ eNti A!,�!N � I 2" E TED POSIrCa4L 9�5� " H
<br />t ,�10 I E 565.81 E
<br />ANCHORS EVENLY SPACED ,,�'
<br />I
<br />POTHOLE AND PROTECT ACCESS RISER AD-100, ' �� .,n 3 it,
<br />IN PLACE EX STORM --,} - 4 fSTA 21+00 37 LF 8" STA. 21+19.96, 63.82' RT , I
<br />DRAIN PRIOR TO LIGHT SD @ 1.81% RIM 569.2$
<br />POLE BASE INSTALLATION �',"';� 8 IE 566.62 (S)
<br />BIORETENTION CELL i' . - CB-90, TYPE 1 15.0
<br />2 III I STA. 21+05.25, 29.63 RT LD!,,,G {�vEPH
<br />MIN BOTTOM AREA 11 SF -40, AN
<br />C2.2 5 AT ._._..- s RIM 569.31
<br />u a (EL 566.59) 37 LF 12 STA. 20+73.53, 22.55 RT 10" IE 565.77 (W)
<br />MIN TOP AREA 131 SF - SD @ 4.41%�`Y
<br />., "RIM 567.59, BEEHIVE 8„ IE 565.94 (N) ONLY>,
<br />(EL 567.59) ; + 0 OUTFALL3.40 12" IE 565.61 (SW) �nz
<br />i
<br />A
<br />STA. 20+31.96, 26.20 LT SS 2 1aAr 67 E '` SET s RE@AR
<br />RIM 567.64 I _ 6 IE 563.67 �E-565�' AMPF n Wrr
<br />70 LF 8 SD @ 0.50% J
<br />_ 1 L806j P
<br />12" IE 564.39 (NE) :�$�°0'P z I I N
<br />8" IE 565.74 W EX =E r �' �_ ' _� � . �� 66.24.' ' -5s4 °+ 6'pV /� COMM SERVICE
<br />() 1 CB 13 2 E O IC L 0 �fi67 6„r5 �►
<br />12" IE 564.39 (SE) FLOW CONTROL C2.1 11 LF 8 SD @ 0.50% SEE ELECTRICAL ;' } SEE ELECTRICAL
<br />11 LF 12" DI SD @ 0.75% r STRUCTURE _ _ ___ 1�77___ _ _ IRRIGATION POC
<br />/ --- --- --- �� I i !i/� SEA LANDSCAPE
<br />19 LF 12 DI SD @ 0.75% - CB-30, TYPE 1 I i �' ` / '=rLLEp ,;
<br />C -1 -567 CB 12 ! ' i�,. STA. 20+23.47, 67.76' RT-'S66 -� DEBR,rS
<br />409 Ell E
<br />HERRINGBONE GRATE O PUMP STATION
<br />-- -- -- -- -- - +----- - ----RIM566.19 _- -- - -- ..�__.-�- -----------
<br />-- - 8"IE563.53(W)
<br />SS
<br />I ,
<br />jv
<br />%• r'
<br />CB-10 PUMP STATION _ C°
<br />--. �s�s 18„ 5D - -- - _ 18" Sl�u �, � - 18' G($�ER�E��!
<br />- - 1 _ CONTROL CONDUIT - -- - / r` ` COMM VAULT
<br /><CONNECT TO EX CB
<br />GE� IL _ - -
<br />SEE NOTE 7. - w 4 w
<br />GRA1 t.-b6b..3a
<br />IE=564,23' 6"CONC(NW) __ _ w SEE ELECTRICAL _ CONNECT TO EXIST _ _ TAP AND FIRE METER AS REQUIRED BY
<br />IE=564.0812"CONC(5W} - POWER 1
<br />IE=563.89' 12"CONC(SE) % P0 R IONCS AND COMMUNICATIONS VAULT �\
<br />V0LIR6 �C0 T16 TYPE 2__- -.-
<br />- 1-TRANSFQRPt L ID=566.06' IE=562 39 `S"P�/�SE
<br />1-TRANSF0 'sE=563.06 12 'GJNC(SW) e- EV E R G R E E N\ WAY
<br />CB IL T14 TYPE 2 OP,1-2"D1 IE 563.06 18"' CONC(NE) 2 T, 2 �
<br />LID-566.8 - y- - D=565 41'
<br />IE= 564.05 12" GONC(NW) IE=562.41 1_8 L`7�NC(NE)
<br />---tE-563.8?C - - - - -
<br />fa--
<br />-4 SW )
<br />IE=563.83 12" CONC(.. rn _._ �-.__....__..__.._ _ _ _ <�,, ..
<br />IE=563.83 18" CONC(SE) CB Q32 TYPE 2
<br />LID=564.94'
<br />IE=562.0 12° CONC(NW)
<br />oa 1R" rnr.ir(Nip)
<br />30.0' UTILITY EASEMENT
<br />AFN 8901090031
<br />`TONG LIL,, N, ION
<br />E
<br />HEAT p1j
<br />CONCRETE PP ON
<br />JSrGN 'L!8R
<br />AD
<br />IPARKNG ONLY ,
<br />LOT 14
<br />BLOCK 2
<br />sIGN
<br />"LlBRARy PARKING ONLY"
<br />STA. 20+59.23, 2 . T CB-50, TYPE 1
<br />C2.1 8" IE=566.59 STA. 20+64.42, 69.17' RT
<br />POTHOLE AND PROTECT p 1 RIM 568.11 T o
<br />LOT IN PLACE 'EX STORM t ' 2 SS _
<br />LOT
<br />� �'� 8" IE 566.82 (SW) _
<br />DRAIN PRIOR TO LIGHT - » @ 0.50% ___ _-- --�" 12
<br />POLE BASE INSTALLATION - 1
<br />46 LF 8 DI SD CB- TYPE 1 - - - . i �I I
<br />fi 129 LF 8" Wso _ _ STA. 20+33.16, 62.83' RT
<br />CB-1 20, TYPE 1I \ - j RIM 566.53 ! M
<br />410 RECONNECT EX PIPE D @ 0.50% 20 LF 6 SD @ 0.50%� ,I
<br />r; CO o 8 IE 563.47 (E) PR �` �' , f2 I
<br />SOLID COVER
<br />STA 20+53 36 22 55' RT 8" IE 563 47 (SW)
<br />MECHANICAL INSTALLED BY CITY S WATER
<br />i
<br />DEPARTMENT FORCES AT OWNER'S EXPENSE
<br />FIRE PROTECTION SERVICE
<br />CONNECT''ITO EXIST WATER MAIN
<br />LID=564.59'
<br />6 O.
<br />CENTER OF CHANNEL=555.57'
<br />IE NE.SW.NW
<br />1^Tr-e%
<br />1. ALL WORK SHALL CONFORM TO THE 2018 EDITION OF CITY OF
<br />EVERETT DESIGN AND CONSTRUCTION STANDARDS AND
<br />SPECIFICATIONS.
<br />2. GRATES SHALL BE VANED PER COE DWG 411 UNLESS NOTED
<br />OTHERWISE.
<br />3. ALL HATCH SURFACES WITHIN CONCRETE WALKWAYS SHALL BE
<br />TREATED WITH A NON -SLIP COATING.
<br />4. SEE ELECTRICAL FOR CONDUIT COUNT, WIRING, VAULTS,
<br />HANDHOLES, LIGHTS, AND TRENCH SECTION.
<br />5. ALL CLEANOUT RIMS SHALL BE SET FLUSH WITH FINISHED
<br />GRADE PER CITY OF EVERETT STANDARD DETAIL 421. SEE
<br />C3.0 FOR GRADING INFORMATION.
<br />6. TRENCHING PER COE DWG 614, 615, AND 620, ALL TRENCHES
<br />SHALL INCLUDE DETECTABLE MARKING TAPE.
<br />7. PUMP STATION CONTROL/ALARM PANEL SHALL BE DESIGN
<br />BUILD BY CONTRACTOR. PANEL SHALL BE LOCATED IN THE
<br />MAINTENANCE STORAGE UNIT. COORDINATE WITH ELECTRICAL,
<br />MECHANICAL, ARCHITECTURAL, AND OWNER TO LOCATE THE
<br />PANEL WITHIN THE ROOM..
<br />CONSTRUCTION NOTES:
<br />1O 4" DOWNSPOUT COLLECTOR. SEE ARCHITECTURAL FOR
<br />DOWNSPOUT LOCATION. FIELD VERIFY DOWNSPOUT LOCATION
<br />PRIOR TO CONSTRUCTION.
<br />2O PRIOR TO ORDERING MATERIALS, FIELD VERIFY EXISTING
<br />CROSSING UTILITY DEPTH. NOTIFY ENGINEER OF CONFLICTS
<br />IMMEDIATELY.
<br />"PLAN APPROVED
<br />:,
<br />S R DATE
<br />D GE EROSION PUBLIC WORKS
<br />DEPARTMENT
<br />WATER
<br />A PUBLIC WORKS PERMIT IS
<br />REQUIRED PRIOR TO STARTING
<br />SEVVE-t ANY CONSTRUCTION ON THIS
<br />PROJECT. APPROVAL FOR THIS
<br />PROJECT IS CONDITIONAL PER
<br />TR}lrriG CURRENT CITY STANDARDS AND
<br />.. EXPIRES UNLESS
<br />PERMIT FOR CONSTRUCTION HAS
<br />CIME-9fNEER BEEN ISSUED.
<br />0 10 20 40
<br />1 inch = 20 feet
<br />E
<br />CONSULTANT:
<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. C
<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 />PR 1 12-14-18 CITY REVIEW
<br />I
<br />E
<br />[PROJECT TEAM:
<br />PRINCIPAL IN CHARGE: I MAV
<br />PROJECT MANAGER: I AGC
<br />PROJECT ENGINEER: I CB
<br />DRAWN BY: I TAD
<br />[KEYPLAN:
<br />DRAWING TITLE:
<br />DRAINAGE
<br />AND UTILITY
<br />DRAWING NUMBER:;"•; Yi:= EVE E___
<br />o 1 � 1 4 1 5 6
<br />1,- 0 49M►
<br />C200
<br />
|