|
/
<br /> l
<br /> STOR11 DRAINAGE NOTES /1 ,i/ --- `V is
<br /> LEGEND I. ALL WORT(AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT ;...-z-,..-. � / %'/ \1 \ • 1 I
<br /> PROPERTY BOUNDARY --- 2. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED OR PUT \ -- S/!// r i. 1 � T�- o
<br /> �� g. Ag'
<br /> EXISTING CONTOURS --Sib---- y..---------,..x�"E /!// 1 f l e �I ---.1 '. °i Mme
<br /> INIERCEPTCR DITCH/SWALE - AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE THE CONTRACTOR -- ,,,,.0 ..--2---11 // / / ,p <,i,$ •i
<br /> SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID '^0 O
<br /> PROPOSED CONTOURS 528- �_.. _ 0 •m
<br /> DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONTRACTOR
<br /> WITH __ a?)\--W / �/ \ ^ 14 o•
<br /> DUSTING UTILITIES ARISE DURING CONSTRUCTION,THE CONTRACTOR SHALL ! / Ill---fON70LRS ANO FENCE LOCATIONS ARC FPOIA 'L w H
<br /> SILT FENCE -A� NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL N.
<br /> ��,:::,15°,RIGIN OF CvrOR.11AT10N UNK1:'i m°aN ?
<br /> CATCH BASIN • BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED
<br /> CONSTRUCTION ON THE PROJECT.
<br /> • G TRENCH DRAIN ■ Ay\ /�� 1:��� \\ " 04�~
<br /> ����(((( 4. ALL STORM DRAIN WORK WILL BE STAKED FOR LINE AND GRADE _ q
<br /> ' CMP PIPE(CONCRETE ENCASED) * /' ..,00,- NOTE �LtO�.'' - 'i -
<br /> D / /� • / I/ / GRADING A •CIATED WITHJHE-SFABAL42ATrON �/ / ', J ,_0.9
<br /> AUXILLARY BUS PARKING I}{ (Ilyp / /
<br /> OF TNl OPE UNDER S ARATE CON.)1BA,. -� ---------
<br /> �9�4 ty
<br /> CAR PARKING AREA AND , \ c
<br /> CAR ENTRANCE { ,�:K / / / 0 1ba\ Z
<br /> / 1 _;,--
<br /> SCALE
<br /> N SCALE
<br /> BUS PAVEMENT,SECTION •/ // / a - -/✓ '-- ��\\_'e:,.\� ` ..., 10 0 20 40 80 160 -
<br /> • ._./ �'! �.5"--T.- ,,-,„..c.-4," I'm �,.. , \ FEET V Izi
<br /> p 10 - ��"- f '�c
<br /> 9:E DE A Lr SH w �. - T Inch=40 Rt. < e
<br /> SOT ELEVATION _.529-1-Q---
<br /> _1/ -�- �:,c5 1 �-.�- - 2,--\ I \ `\_- ______ mA a
<br /> GRADE BREAK G.B _-----------
<br /> ..-
<br /> ,_____---S,55--__ �' V \�" s7�
<br /> GRATE ELEVATION G.E. / �/ - __ � _,
<br /> ___ _ n�- 4.5-511/17 /
<br /> - BOTTOM OF WALL B.W. /� �- ,"l - sa;;rG 3 97
<br /> TOP OF WALL I' ?cn
<br /> DOWNSPOUT ! J / `' �:1 `_• t' vj.►F
<br /> / ® i f% ��_ / :_9,,, � f .��G �. --'
<br /> �• � 'i��,� / //// _� s 1®�W ��- 2{I LF 7"TRENCH DRAIN ..s SEE.ABL_ - KJ Asit.4 k..: \ � .0• W
<br /> __ / - i -% / _ i� ' �_ S 0004��.. .�y�('- 7. -�-�.r`� �� �r".eQ,�Isr 1 a
<br /> / / �'�__. �� - /__ / 1_. - .�al..�,�,I ! p. 14.-7 n I/K, 1111T-44.404..-;-..‘
<br /> T"•"4.09:0:--`_- , O
<br /> �./' _67/J '/ .� ` 1 )( / Y �i.'j -� CONE TRASH RACK w
<br /> /�� tip. /� ® '':■ IIMME I _ '� X ,<';',6:•.' �` \ Z
<br /> .=--55.'' rk
<br /> a '� ! E A' ,\� n F ..Yxy'' `o p41P8l0��j���i' �� _, ® (/) `.
<br /> �� .�I' .__� y 5 'I_ �"�^.r 5.-�i�®11=1.12 - ® .��My ,. /.X' \ •
<br /> ,, .: �.- dj' 'i '� ,IE 111,11 .A CB TYPE 2-48' ~ Q-
<br /> ,'.--;'-->..,.___: -��� - ' Iii 911�,M�!--%1_ -' ®IJ,� ■■■■■�11 ��®®1111 W IMI■o r��♦ -.7,_ IE-STB:9 519.65 J I
<br /> c'-1"'-'21'°-
<br /> oc 21'°- s��.■■ir PIIIIM EMOBI AI '' 1 ���s■■■- 1111■■1111■■■■l1■� �01 y: 1 1 . '` - I I �•
<br /> = -eill-11111,111I
<br /> II�aA� 01 ■■11GErEN■1/ II I " -oaiim■.11111Y'i■ii■'�■®■■■■: ■.:- o
<br /> ®■i�.11■-s■i%i.■iGil�li � sii■le■®11■!■®11�.'1111111e■■ ate' NOTE: 0 1111 o Q.1■�� _I■IIIMiiil■ii1�11.1 i' •■1111 AU .■.■1EiII1� 0 I SEE GRADNG NOTES T C2.2 ANBD PAWNING NOTES M DRAINAGE NOTESizz
<br /> ``^^mir
<br /> 1111! rim �11■11� P• e. DRAIN �� N. ., z V® ■1?I►/■ /1■i■ w ��
<br /> viiiiio11216111161:9M113141•011■1�■�� lo> ��s■11116 1111■11 ale O
<br /> RIMIIII�d.e.11/lr02 ■■■CENtimmIIIIii a-,41
<br /> ll��iZ� .. p ®1�®■■',-mil- PIIMIII
<br /> IMO _:- 4.11 1111111111M2.0. 11111111111MIYAMI1 ii31111111111EM-iiillIIIRIEfilliMill11111iiiiii L. . ..AY
<br /> ■_■DIG a1W�1�' ■ iINII
<br /> , I: o3. ',, /�/ _ sAL-
<br /> MO 111■reni�i`�■11■I ®i%i®i■1�FAm® i : `"iG ■11■moi PROPOSED ®1■■■ ®®ISA ` _
<br /> / / I E - Y i o SLOPE dN:IV TO PR.-ERTY LINE '•" t Z F�
<br /> E_ -- /a■ I ®e GOWN -r r • r7- 1- !T: Q
<br /> ■��..II�II�I�■■■1�■1!1®--�1� %! �i qo ___ TYPICAL I 1�� • .:Ir r ;6-‘f::;.%, / VI:0F h.F .: Q�
<br /> -■��■�7■®awl 11■■■ �i • �. fro c .:u o a i . Z Z o
<br /> q�■/�1■■�-_mi l■� ■■IG-1 le!11i i- 7 J/�®iifil1111s1 DOWNSPOUT ® 11■■11 . ( {T n^ a
<br /> 91�%- il11�1 r e1„1®� %1 - ®�I CONNEECCL ION ,® A1■■■ \ I I r �lh�I(r.JA1JC T /'/Q 9].. Z io
<br /> Mil� 21
<br /> ■1► -: ®,.,. ■�a��./.�_■Iri1�,. � -�®o-----elle■oA +� �, .. a bi� _--■%i___ ■� ■i riani 11 h �t' iG� !!11111■er MI■■Id �� �►j��/ 6 LF 12"0 PAP w
<br /> _ 1i r■■me■11■■■/m1-%' r, .. --1T , '11111111111111 1111ii�r . P4. � O I
<br /> S-0.011- ? K
<br /> 1/I■i 4.�®■■� ,. �11■B�/r�rar� 111111" p 1ale11e. iik
<br /> ■ 6•)f 2 CATCH BASIN TABLE
<br /> wylii° NOM : T J...%.®.�■■■=�.�.i x,111 �%./1�m:MI=1. 111111„ wI �,1■tel SLOPE 405 TO DAYLIOIT r� 111111110 III 4 4'Pal . . CB I
<br /> rr/rr� /.�� /■��r�r� 2 4 SEE DETAIL I SHEET C5. 0
<br /> 1■■ wm �sm711■■lamia�riil�r%i��a��a 1111■� NINON I 1 • 6 g GE-519.21L
<br /> �� K 1 E 517.1367
<br /> ®11111 iiiill RilAi--,---7,--;=
<br /> iia MI■ iiTi..�_�A�S_WE1�® .iiiiiiTiir411f_0_�0_�l/� a�nt i■mh 1�1■�®■1 I I . I 6 '1 n.
<br /> %,�11■■G■�a1■■r1��,%1■■■ 'Wllalle , il!■■Il 1 1 a1 �r\: _ '� I CB 2
<br /> CONTROL STRUCTURE QP/F.Y'E-/2'(/7o5/S.G/
<br /> 1 ®1■■�I1�1/,� I/ I SEE DETAIL 1,9 SHEET C5-I TAR OWE/R 5/7.57
<br /> / / '� / / GE 518.884+/Z T F�
<br /> 1■■�II,1,��■•11s11■�rl�lr.111 ®�'.rr_�®_ Illlr�l ® �111�/■■e R "R IE OUT(N)-51856-5,52 J- a1
<br /> 1■■■�I'►�i'1J■■■G�'/� ■1 1 0' s moi! Illi■I�i iIV 1111 ,ih E IN()_ 516.as Sa o
<br /> •
<br /> 11,,�� / IE IN S 51658-5.55
<br /> 0 II��. �I�.%.�� -/■��� ��� a 1 v l ! IE OUT(E) 51607'5/',6 5/5.55
<br /> 1■■Gigaw1!��■■■i"®��.���iYI��/� �o��l��mi_ �'IIIIIe■\\� NIS 1111 ®3. `� - o GB 3 , 4 V)
<br /> 1■■�11 111�■■Er .1%1■■re TRANSITION(TFROM �Iimr®--■ .Rle■r. u Aasw...... II�■rr �. 1 �4 CONTROL STRUCTURE A7/F/CC-L (dB 35 @4
<br /> bE-51663 SEE DETAIL 1,4 SHEET C5.1 TAR OF Ay6/R-5/747 V-
<br /> ® 1■■«IIi!i 1�■■■�■1//1■■■1-+i G.E.-522. ,1■r_f■_�® El smog x- _
<br /> OVT TO Irl ,;„51 yARG s,.., ■O D �� GE 519.40•-
<br /> �11, j I �I t� � 4 V � 1 E OUT(N)-5.0.00:7'7-St 5/5.45
<br /> X111■l,�I,h��■�■■■e_I�I■_■1�1C%fir r ®=�l�11IYIIe11IT'/ `\� I „„i4,4,� ®.. III -- ^^yry-gRAl{/ IE IN IE IN(5)) 616.00 C: 5/5.55 " T�
<br /> 81�..�. Sl■%.�� %.��.�I�-�0 1 H 1�'X\\" CB 9 • @)� 1-. ` 5.0:1305 IE OUT(E) 516.0 5:�6E 5/5.75 -, L
<br /> ';s� 111.�111l11G1 ■■■MIZIEr�i111��;111..11ti�ranAN�1'1'111■,.1 FINISHED v`.,�\ SEE TABLE TABLE
<br /> -y®111�r o1�11�i■■�■1%1■■■1�1�21■� -A�11■II W,111,. EL 022.50 ,� ,\� - 41„„...61Y 0101;11r,
<br /> r, CB 4
<br /> CONTROL STRUCTURE A¢/FLIP-?"0e 5/6.83 I :' .�� v
<br /> ®10.111.11111101.111E4111.1=1111.111111.2111111��1 ' r • --'rr-x111,■� r _ 4 i 1 i GSEE 20.0E1 I,4 SHEET CS.I TDP AO WE/Q-5/9.38 k II
<br /> -- --- /- 1 IE OUT(N)-518.55..53
<br /> yr/K'%OfU '" iiih,iiiiaTzkeze r:9 -......ii/....•..../ ',caw-ow' //wow iiiiviiiii.•,.• iii%/r/ ///%%%''i �Xx. �., S ''P (n'r) 1 4 `0-:---2'x. ,1
<br /> %// IRAN I/ FROM ♦� r \'\ • k . I I I I.E-516.10 IE IN(W)-518.5 47 1 U
<br /> • 7 N II ■-M■■■®■■■F,■�� ? OIN--_�_1��II.11,� 1 • \I 1 /E IN(S) 51858?!A - W+n
<br /> / G.E.-52635 2 _ o: Vj. `®'. -• 16 LF 12"CMP
<br /> m 4 1!rf_�rr■-■■rr11 1 �, i 11 -MIIIIIia`rlI ■ n•ii• / '\,, '>r' 1 I r 5w0.013 IE OUT(E) H3$5G�Tr
<br /> ®.. �_�.11111■■L1n rte„ > & 3
<br /> ®1■■ WN IEr■�■11®rr�1�� i O 1- �-��A NMI 0 r A®,a{ 1E-516.08 CB 5 ,
<br /> CONTROL STRUCTURE AP1F/LE�5"((i r_.5/6'.08
<br /> pp-r�Ir. b •
<br /> _I 1 g A1rr 1 SEE DETAIL 1,4 SHEET Ca 1 75P L: /YE/R-5/9 9/ k's`
<br /> .��1■■ 2 c�-■■-■r -�r�. _ ®�__e 11e111Y 1 C S�. ' Ie -1 lI GE 520.83-!?•74 - a� ,�
<br /> 1 I,�®1■■': I `.r1�Ym!•a I.■®r■rG'ta-Pi_® .M1111-1111111E1
<br /> ®-U111e■1, I r I I a - , ■ 'i,
<br /> I I� COMPOST S C6.I ATSR FI.TER IE OUT(N)-519..53-?D5 ' � t j
<br /> w z SEE SHEETS C6.1-C6.4 IE IN((W))-519.Y3'?//
<br /> j !4 rtn IE IN(5 519.+3-}/B =®
<br /> 1�1■ �1� ��� 1 Z 1• f® IE OUT E)-6H3BBsn. Rl ,.,ri z ,t 5
<br /> 1■■' 1f1 E11■G■■Waiesi�I��kI,7IG -' ■_1111■i �. a UNDERGROLN.W VA
<br /> 1■■®Nry 11 11■■-®1111^5�11��1°®- ■1111■■ 1 ilb�M. / �3l ' �.�•; I �( E(IN)-5/6.2 CCB ONTROL STRUCTURE DP/F.CE-6"O�SZ3.Ota -
<br /> E .��i t + 1 lull
<br /> b M e•O \ 7�, SEE DETAIL 1,4 SHEET C5.1
<br /> 1■1!G CB B _ �_ ,11 ■I C8 4 - II�■D 1� �- CE 52.682✓ TOP Q�irk -SZ4.73
<br /> o -350 LF II"TRENCH DRAIN 5-0.014 - aiii ,��, CN _ ■s1� I _ 1 5 IE 0 (N)-524. 8 0/
<br /> 01111111
<br /> ♦y lt�I���L��Y7G'Y7 SEE TABLE IE SEE TABLE " +l-v-1 ■I� �1`�'
<br /> • i•��i�l��_I ' ��7.Tf;:i�/fib®��.L......a��a...w-.-��-.-o.-- te_ _ ■ I r ... 65 LF I2'CMP IE/N(W -524.113-9/0 1 b
<br /> b■r,�,.. t -. +_ 0,41,11=1111:,....1
<br /> �Vii�iL �1, rio.�• --__ '1 IE IN(Si)-524.3512 a 'm
<br /> r\• Rs�rr��vrrlr�r.�c.,.z >_v - ■C=C-■ -:.'.. EE3TABLE4��_ice\-� �11 1E OUT(E)-523.68 -57 ....\
<br /> n
<br /> y i 3JP ■� '- vEnsi1 � �1•X 73al
<br /> 010 111, 4041, m 1 �.. 24 LF 15'CMP - - I.E 519 Ol. /5 r.+ 1%a .519 , _ ').4.1.4a-1021.... _ .,_..._.-. __ i/,4 1 r��__ - 5'a e� CB 7 \ b
<br /> 1E-521.9,S,,,, S-0.06.97 - _.__ _;.�-_= r, r.. r l
<br /> illy
<br /> i -- -1 -- TB LF "0 CMP - _I - 514-= ,..--_--.7- --=-'-::---_. _.- _- .',fie __. __. 2 LF 15.0 PAP- 1- SEE DETAIL 2 SHEET C5.1
<br /> 25_ : " _ -- - 1 517854-e5J8 �SL4�--- _._ GE 5 526 0I
<br /> 074=14,41
<br /> .. �r _. .. -_ .,_.IE=c��.�y�c�� .__ _T�_ „'R �1 -4_ - TABLE_5=0005 =_I /E528.005 00
<br /> �i._d r, _ - R?2°'h7{d055"W_,F2'1.0. ''��47��-mi. /a I _1426°22125•�� . - _daunt: __ p -A122JZ05'W 251.15
<br /> . _ _ - _ _ __ _ 6 o
<br /> lJ1
<br /> _ ---.- --- '�.'-` 4" V^J` I DU 1 .- ,..,-
<br /> ,..1.7_.:,.._
<br /> SEE DETAIL SHEET C5.
<br /> - r .1___".- -_- -� .N._o, ._ _. _ .`(_.- - It-" J _ ` _•`-_ x�"C"�- +�".' GE D522.293
<br /> _ F1E0���
<br /> • ' - - .`. - - DLN ' - ,• I "Y P q� - 12.0 CUP
<br /> - !' _ IE!N-520.7951473
<br /> -a '� ``` - c S• OOH �'IE-511.6a �y0.
<br /> ® _ I .. _. _ -. _.. _ __ __ :a - _ - G` r.. R Q• .__ _--_ --. ; - __ IE OUT-528.-79511.73 h N
<br /> Q uj w \ COMMUNICATION 1E-513.58-- ' 11111111
<br /> �,. -,'.= HARDEBON R!' 0 r DUI TS o CB 9 CO 10
<br /> a , TYPE B CURB RAMP I' _ I _ .tee- - 5 1�N�]
<br /> ` -._. ,;__
<br /> PER ICI TY OF EVERE77' -.-. _ -. - - __ _��____. .T#5-O�NOUf-�I v. L__ _138 LF 12"0 CMP fit LF IS"0 CMP - .1 ;. 01111E 1
<br /> 1 _ SEE 189 IL 1,SHEET 45.1 SEE 2458 SIL 1,;SNtEE L 0
<br /> ��� 5 0.062_- -5 0865 alis CE 518.9+5 517.46 GE 524.58 5
<br /> (TYPICAL)1 CONCRETE. _- - - - .. ... - -.. .. i - , -. SANITARY .. IE IN(N)CMP-.N.42 /E IN S)-55210 7 c
<br /> K'
<br /> 30JOINT. - _ _ SEWER IE Our()-517.38• p IE OUT )-523.Ov 0 p
<br /> r !(TYPICAL) B'WIDE e"THICK - - _
<br /> i
<br /> 51788 4� 7 E
<br /> PEDESTRIAN CROSSING "" _ -
<br /> IE IN(W) ,
<br /> p _ _ BRUSH SURFACE-TO DESIGNATE '• _ ^� - -- - - , _ _. SHEET
<br /> CROSSING AREA(TYPICAL)
<br /> C 2. 1
<br /> '^ 1 1 2 i 3 I 4 . 5 i 6 I 7 , 8 I 9 i
<br />
|