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<br /> SW 1 /s, \ W 1 /4, SEC 17 , T29 \ , � 05E, N ' 1 .; �' ` \�\� LU„
<br /> NOTES: LF „ / `No /
<br /> 1 . SD SHALL BE ASTM 35 SDR 3034. ° 35 0 75% MIN /' I S�
<br /> 2. DOWNSPOUTS SHALL NOT BE TIED INTO
<br /> FOOTING DRAINS. ° TYPE 1 CB #2- / / SEE CONNECTION FOR SD
<br /> '-'" 3. SIDEWALK SLOPES ARE CALCULATED AT 1 .85%. °`•
<br /> °ir 103.22 R2 SW,E i TO CONTRACTOR �,�
<br /> ..� 7 / / TO POTHOLE TO s�,
<br /> 040., ,,,,�,,,,,,,., f° / o / DETERMINE INVERT PRIOR \ 3
<br /> IwoSIDEWALK CROSS SLOPES SHALL NOT EXCEED TO, ios.1� `` i \
<br /> o ,,.,� / 1�a "� TO CONNECTION -I' �XSO cs RIM=11Q.24
<br /> 2%. PLAZA SHALL BE 2% IN ALL DIRECTIONS. BC108:oa ° N
<br /> / /____ - 72,� E �„ DI {NE}=1o .2a
<br /> N
<br /> o 4. WALL SHALL BE KEYSTONE COMPAC - �►' _ °, N
<br /> SEE PROFILE C5.0 ``� caNc sa RED BARN ENGINEERING INC.
<br /> \\ � I KENMORE 1 WA 98028TE 2
<br /> "Pc
<br /> a� VICTORIAN W/ COLOR SUBMITTED AND6 - 7 - 10 _ _ 10 Ilr
<br /> 20 APPROVED BY ARCHITECT ° 109.1 : p 109.78 s° PH. (206) 200-7174
<br /> �. 4 O SIGNAL AHEAD REDBARN-ENGINEERING.COM
<br /> CB SCALE IN FEET +► '
<br /> RIM=1° "' ': 5. SEAT WALL SHALL BE PER ARCHITECT PLANS ♦ b.� SIGN
<br /> IE 6" DI {S}=104.8C}' ,,, a a • 4 \\\ ( )
<br /> 6. RAILINGS PER ARCHITECT PLANS • d \ / 57 LF 12" ®
<br /> 7. FENCE SHALL BE BLACK CHAINLINK FENCE '� a 4,, 3 p N 0'75% so ,__
<br /> _ lisp
<br /> w \ TC 109.43 I
<br /> �° WITH POWDER COATED POLES, FENCE. TOE v .� ° •° ° `�,� MATCH EX. -TYPE 2 CB # sp \ /
<br /> RAIL AND UPPER RAIL SHALL BE PROVIDED. •I..
<br /> '�!� 32° ' a ♦ p \\ IE=10 .65-12 NE 'iL
<br /> sb )(0
<br /> _ ate. _....- k---- ''''''s.,,,,,,s, 811
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<br /> FENCE PER � , ° 4 p 1 TC 111.40 sb
<br /> ° '� tie ARCHITECT PLANS ♦ Q - . /
<br /> .4<or---
<br /> 40. BC 111.24
<br /> - ° (y`�o�p A a ° N( ,... I /' MATCH EX 4O CALL 3EFORE YOU DIG
<br /> ° I o •...%5c ' t; ' a • \ \ TC112.14So
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<br /> I 3 4 4 \ , BC 111.98 J
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<br /> 00 Pt- TRAFFIC S 0 U T - . be ° ��� ZzN
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<br /> SIGNAL L0( I o f \ 4-ec)
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<br /> a' j'- -v- BROADWAY AVE d �,Q d •o \ I '� - 1Z O
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<br /> f f BEY v AP a �, • 6, �,
<br /> 111 _ ° b a .� a d .a\ /3 'I'45286 <v
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<br /> 3 4.Qb * . ° . . °� • • 9/27/19
<br /> ♦ O o 4 ;,.4-. RJW
<br /> PH j , DRAWN RJW
<br /> 'off 9 •
<br /> `~�� Q CHECKED RJW
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<br /> cuRD ��, RIM=110.9 `b• �+► w
<br /> ° _ .. ° ,: b 56 LF 6" SD IE=107.9 6" N, 8„ E • P ' ° Q o
<br /> WM ., I ° a: a°° o , 4 02.5% MIN - 4 3 IE=108.9 4" FD W ' n
<br /> w w w �, w •w - . w . iE=108.76 MATCH EX. ° .. i °
<br /> ‘11- ° a SDCO� SD -S� II 4 FOOTING DRAIN 4" SCH -1 4 3 4 4 • d •
<br /> 112± 11
<br /> w tN' W
<br /> w w ac- _ � : -Q . ° 40 PERF ® 0.5% a. • rn
<br /> d .
<br /> V*IQ - BEGI V WM v ° . ° IE=109.3 SD 4 -> 4 -> 4 4 4 4 _, .e
<br /> CUR & GUTTER ° a SD
<br /> y AREA DRAIN �a. ° �� �/o�� d.
<br /> �' Q G 10+80.00 ;Tl,RH LANES e�� E. LINE, W. 19.25 FEET a q ;I _ 4 -� s - a\ Q
<br /> • ° `` .4 ' RTLOTs 14,15,16 RIM=115.30 b .
<br /> b � . * .. ;fll I I I • a \
<br /> °. IE=113.2 °
<br /> '�`� FENCE PER BARRIER CURB ° °CJ . f I 22LF 6 SD AGAINST IS • • >
<br /> BOT SD 114.8t
<br /> TCH =X ARCH PLANS TC 112 '? °. ;' II BUILDING ©1.4% CO
<br /> " , 12.5f •, BC MATCH EX. TOP SSS 08± 60 LF 6 SD ° . 22 LF 6" SD I __, I a • •
<br /> ``' 12 M�TCH EX =z : 133.52 ©4.2% MIN q a � ©4.5% MIN , I I I i ' a • • 4 L U)
<br /> ° °_ ` { I ' AREA DRAIN 22LF 6" SD ' I --
<br /> TW 115.5-, r t E . I a
<br /> �-- 11 RIM=115.10 01.4% ��:'i 1 ROOF LINE, TYP. i I W �-
<br /> W BW 112.5 IE=113.5 it
<br /> I 112 t PARKING PIT FF=110.d2 I ,
<br /> .41 SDCO I , MATCH EX. , I
<br /> • \Ir�f'f .4-:�.�.riii . �r•�..� �rji_1� INC Al ice: t.l ::-MI: - nC, -k-■ 8 i
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<br /> � 4 4 9 113 4 4 4 4 4 . 4 116.` 0 U3 4 _ I •
<br /> °(n • 'r> 1 4 `� SD * �* _ *�SD4 4,.�4_1D C I ' I\a -
<br /> ( * * 115 ; I IE=110.3 •
<br /> 4116.30/" 44 116.05 ' .) 1 *
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<br /> o 0 TC 113.94 d * p ° °. I v ._ I 11 .4 IE= 09.O
<br /> /�• � W r- BC 113.44 ° , � i � 0 0 0 •0 0 0 0 0 ° v a * i FF-117.5 I n
<br /> 41.50' 115.20' o' ) ° I ' Q
<br /> • TC 114.14 7 ! ° P • a . * FF=117.5 TYPE 1 CB #5 I 0
<br /> • czo o BC 113.64X * ' �/ ° a j RIM=115.0
<br /> I
<br /> d ' •V ..r. Oia"36'31" E. 71.89 v I° �.. 117.0 IE =112.9
<br /> 114.30 • • .� a • ° Q�p °sp ii, 11 C 5' ° „
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<br /> a' \� v . •. •. .v " °° ,/ BOT5ROAMP ©1.4% 6 SD
<br /> o I 4 4 • ° v Q v �1 •
<br /> ..„ ►- CONTRACTOR I LiJ C�
<br /> a ,±J , 0.
<br /> B 115.78 ° • a v • : v a , TO PROTECT II n'
<br /> v a .• .° ,0 o SAN. S : I - Q 0 O O Q
<br /> v BIKE 'RACKS AND v :`�
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<br /> ar:P 00,., ` •b " p a BENCHES,�SEE 0 •"' `' FDCO SEE SHEET C4.0 I Z Q n ^
<br /> 1• RECESSED DRAIN SEE I CD
<br /> 1l' ,•1 • >> ° ARCHITECTURAL . v v ' IE=115.5 I I- I--
<br /> �,� 4 56 TW 116.70 , \wf35126'07 •l �� � •11.6 �5 •• o' PLANS • • � .° � PLUMBING PLANS FOR I FDCO U U z �
<br /> °��"K NAIL BW 114.5t >
<br /> v ° v. FDCO CONTINUATION w W� ° .\ • 115.30 • • • v° , a• ;., IE=116.0 118.75 119.0 I IE=115.5 O LY
<br /> • --�� CURB R�MP PER COE STD i�,'15:oo 1\� 4 v • 119.0 119.19 A O O N w
<br /> PLAN 318 • .` z v /14197.3
<br /> o O fr
<br /> v 118.75 120.26 TC 120.37 O
<br /> 1:-
<br /> 118.75
<br /> �-� TC 115.11 a, 120.2Q
<br /> � � � � � � � � � � V 119.70 �� , BC 119.87 � T- wBC 114.63 \ .N S `0P - 118.15 -� - -- --- ------- ---�--- - --- ---
<br /> ., to 74# r, 1a 4 4 4 4 �TC 115.25 \ ► a ' -- -- - _ -... - - • - • . -- e-s' a�� • 4--.- �-
<br /> L�► BC 115.23 \ ll,,: �� n •a ° • _12.00'•. d °C�2 ° n TC 11 •r- d° a �fV�1�_ ' • P •a.. \ '� . 'GV a T 117.5� '118.05 ° a a . 11'9.66a �` - a a W
<br /> ' 115. . ° a 'N- ' -�-' a BC 9 . dz %,+� BC .1b7.02• d; ° • ° BC 119.11 �° 414 • -- • .v ° • a •
<br /> 0
<br /> TC 115.35 ` d 4 '3 .4 -4 4) 7 4, 7 7 i 7 7 • , • .
<br /> •
<br /> B ,115.33 \\ • • 4 : v 118.9 4 4 4 4 4 4 4 -> 4
<br /> . 111j .d im..Nw‘ Z
<br /> w .*H RIM=116.90' 115.51 +!M ° • TC 119.88
<br /> '14 • �
<br /> 11‘
<br /> CE E' • 8" PVC CHANNEL BC 115.�3 _ li', (,) \Nimmow
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<br /> -iw- 1AS
<br /> TC 116.40 TC 116.8• ix) - AMPIII v)
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<br /> 20 00 �--- BC 115 0 BC 116 30 : , ws ss- ss _ s _ ____ss a It ss ss ss ss ss21+5o ss s, ss ss -s ss ` ` 2 00 C^ �+C� 22+off �.__.�_=.._ 23+00 0
<br /> N -CJ CJS SCJ S S�J JrJ `-- '�"" JS f;, `�' JJ" ss_ g.. ss - ss ss s ss 1- CJJC^ CJS ""_ C',`-i -.-
<br /> 0+00 - - - - I I, 1 F I f- I- 3 F I I I - + f I I I-- - -_f I T _ -...r. - ' /
<br /> 0 I ` c, TC 118.80 TC 119.41 - J 0
<br /> p TC 117.82 3 3 BC 118.30 BC 118.91 o I N 00'36' z 1
<br /> o S` Z..
<br /> �Q c SSMH BC 117.32 TC 118.50 ca I- - �'
<br /> RIM=117.29' SSMH RIM=11 .19
<br /> 3 14' BC 118.00 CENTER OF 8" PVC CHA L "' SEE SHEET C3.0 FOR I- n / M
<br /> v CENTER OF 8" PVC CHANNEL
<br /> (N., S.)=99.74' (N., s., W.) IE=102.74 \ PA' NG AND W Q Q W W
<br /> ' �, IE " PVD (w.}-107.34' BROADWAY AVE 1,to OL LU Cra
<br /> ii) \ v)
<br /> SEE`'SHEET C4.0 FOR CO 0 CL to Ct
<br /> w QS WAT & SEWER W U.
<br /> G G G G G G G G G G G G G 3 3 G G G G G G G G G G G G G G G C�CURB G G G G G SHEET NO. : Q C
<br /> o CURB W
<br /> SD SD T`,.. 4- vi
<br /> a a° r <f b G C. .° s7 •. D V..i C7. W. / b .. .V
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<br /> O °. ° o/ .mac .a° ° cl ° �. a ° °' c °. ° V a ° 'a b C W
<br /> W ® ° II wn° . v °, ": °'. . 4 \ w. w qw w .° w ° r al v� ° W w° W W w _w- W W
<br /> w vr w W w a w w _ W W W w R3 PROJECT NO.: W
<br /> DWY
<br /> X 7N+ 7- 9036
<br /> a t \ 4 DECC ....°•.°.UP _ UP f #' DEC
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