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<br /> NOTES: a 9 . 35 LF 12" ® /' ° //
<br /> 1 . SD SHALL BE ASTM 35 SDR 3034. 0.75% MIN // / so
<br /> 2. DOWNSPOUTS SHALL NOT BE TIED INTO ^9D N
<br /> -
<br /> V ° TYPE 1 CB #2-- / / SEE C2.2 FOR SD
<br /> FOOTING DRAINS. O a RIM=108.2 / /
<br /> CONNECTION CONTRACTOR
<br /> 3. SIDEWALK SLOPES ARE CALCULATED AT 1 .85%. °` I °III 103.22 12" SW,SE // // TO POTHOLE TO so
<br /> / o / -DETERMINE INVERT PRIOR
<br /> SIDEWALK CROSS SLOPES SHALL NOT EXCEED / Tc1'o;.1 . /� // Boa TO CONNECTION F� �"SD CB RIM=110.24
<br /> 2%. PLAZA SHALL BE 2% IN ALL DIRECTIONS. BCa108°°° ° / ` , '2"s° E 6" DI (NE)=,o9.24
<br /> v
<br /> © 4. WALL SHALL BE KEYSTONE COMPAC - • • ��,• SEE PROFILE C5.0 N~// 004, So RED BARN ENGINEERING INC.
<br /> �► fr .� \\ \� 6610 NE 181 ST ST STE 2
<br /> v� VICTORIAN W COLOR SUBMITTED AND ♦ a
<br /> KENMORE, WA 98028
<br /> "....... 6 / / ♦ \\ �O Sp _
<br /> c6 _ APPROVED BY ARCHITECT ♦ 33 ° a • �o. 109.1 : o 109.78 '9 PH. (206) 200 7174
<br /> > 0 ♦ .V. �a. 9 • SIGNAL AHEAD REDBARN-ENGINEERING.COM
<br /> RIM=104.1I 5. •SEAT WALL SHALL BE PER ARCHITECT PLANS • ° ° ° \\ I So SIGN
<br /> ° IE 6' (E)=104. �' -J OS OS •
<br /> a 0 IE 6" DI (S)=104.80' 6. RAILINGS PER ARCHITECT PLANS •♦ °a a . ° • 4' a . • \\\ 57 LF 12" ® ��
<br /> �� - 7. FENCE SHALL BE BLACK CHAINLINK FENCE � • : ° ° o 0.75% ' So
<br /> WITH POWDER COATED POLES, FENCE. TOE ♦ a 3 ' 3 9 \ T 109.43 TYPE 2 CB # sp \
<br /> ♦ ° \ 3 .> ' -MATCH EX. • ASPHALT
<br /> RAIL AND UPPER RAIL SHALL BE PROVIDED. � m RIM=110.5 cNi
<br /> SWALE
<br /> a D D Q \\ IE=103.98 8" W, �� 32
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<br /> .. . CALL BEF YOU DIG\r- 41.50'- • ri
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<br /> i _ ♦ & . 4 4 4 4 .* * + 4 d \\ ' BC 111.9$ J
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<br /> 40 v ' 4" DESIGN RJW
<br /> °. a ♦• ° a.• ` 4 4 4 -> 4 4 4 4 4 4 4 4 3 ° . • •t� DRAWN RJW
<br /> PH o • et&• O : v a `. .. .° 4 4 4 4 4 4 4 4 -4 4 4 4 4 4 4 4 3 -> 4 4 a 4 CHECKED RJW
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<br /> W w w w w w--.-�- -E IE=108.76 MATCH EX �, •. a� . a ° : a . ° a Cep , CV
<br /> D ®2.5% MIN IE=108.9 4 FD W \ o
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<br /> Q 112t o fig FOOTING DRAIN 4" SCH ° • UA o
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<br /> W w w- ,�°:r • a ° SD 40 PERF ® 0 5% q rn
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<br /> CUR: & GUTTED ° o a D 111 4 4 4 4 3 + � 4 4 4 3 4 -> 4 3 4 -> -> 4 4 4 4. ..
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<br /> • AREA DRAIN ° a - -/ \- s - a\
<br /> 1 .+80.00 Tl R� LANES O E. LINE, W. t9.25 FEET l Q
<br /> . ° 4•' RT `� I 1 LOTS 14,15,16 RIM=115.30 a °CD. . $ a
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<br /> D IE-113.2 •
<br /> v co-p I z°. 3 a FENCE PER BARRIER CURB ° °N . I 22LF 6" SD AGAINST 1 5 4 w w
<br /> 3 �/� ARCH PLANS TC 112 BOT SD 114.8t a 1 BUILDING 01.4%
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<br /> oT ETCH - 'II BC MATCH EX. TOP SSS 108t 60 •
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<br /> ° II 1'L M H 04.2% MIN °a •va $ ®4.5% MIN I I ' a d
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<br /> a �` o N •0'36'31' E 33.52 a
<br /> TW 115.' �' i 7n FCONDARY CONDUIT TO II , ,
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<br /> BW 112.5 :JILDING REFER TO �••limy
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<br /> W �I gliallk F! ErTRICAL DRAWINGS AREA DRAIN ;I MATCH EX. PARKING PIT FF=110.d2 ' W 0_
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<br /> �5 �-®1.4% IIV14 4 AI I � IE=110.3
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<br /> - _ r� + MI 41 0- 13 >--
<br /> I ' 11fi.30/ 4116.05 ; �
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<br /> BC 113.44 IS ° 1 .°
<br /> I o441‘11 115.4 IE=109.5
<br /> 0. 0 0 0 0 0 • 0 v • FF=117.5 I �1
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<br /> ° 3 v a I ' 4 FF=117.5 TYPE 1 CB #5
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<br /> ° + _ o TC 114.14 \/ I �) a a • P v f ►��•� j RIM=115.0
<br /> • ® BC 113.64 JS 1 \, I
<br /> a .ti Jo p Q • ` I�J'06�36'31" E�71.89. �• �• 11 5• Q < ,f 117.0 IE =112.9 1 m _
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<br /> m 114.30
<br /> • V 11 5.0 al. SD - "q BOT RAMP 22 LF 6" SD
<br /> •d0 11k \,„ • 0 6 i .v \ a ° I ` 115.50 01.4% I Q N
<br /> D • o- I , ( L I ,� ,� I a ° • CONTRACTOR I W 00
<br /> I ' B 115.78 a v V v V . v a 74 o TO PROTECT I ' (Y
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<br /> 1 TW 116.70 v ' �' BIKE ' CKS AND . cn • v t') O
<br /> i �� � �� .V AREA DRAIN � v • u .� � "' FDCO z Q �
<br /> P 00t BW 114.5t 1 , RIM=115.10 a BENCHES, SEE. v, z SEE SHEET C4.0 RECESSED DRAIN SEE I I 7 <H. CC
<br /> \ 11',�.•1 • • >> k ARCHITECTURAL v a IE=115.5 PLUMBING PLANS FOR I
<br /> °4-K NAIL i CURB RAMP; PER `�;,. 1;• 0 •. 7 v 116.65 IE=113.5 r PLANS a °� v . .0343
<br /> E FDCO CONTINUATION 1 FDCO w O w z W
<br /> AN 318 _ 115.30 v �, . IE=116.0 118.75 119.0 IE=115.5 N , 0
<br /> \� 15..06. __. v a V• N 19.0
<br /> • �- . UNDERGROUND \ , E \ 1 119.19
<br /> cn /14973-7 f o O N W
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<br /> v ::a 118.75
<br /> PRIMARY CONE, HT 1�/ ,p a 118.75 120.26�• TC 120.37 >
<br /> A \ •.• ! 0 120.20 119.87 W\ °� SHOPOE v 118.15 - -- --4---4•-, •III 70\
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<br /> BC 114.63 .P;' �1 •: r i a ° • 0• ° a WM_•
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<br /> •G ° _ 1 5 118.05 : 119.66a B C 9 f+"�� d' '�" : • ° • a
<br /> TC 115. 5 ill, �l ® ( 11 „7.• .,. a ° BC 119.11 a ° �� °
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<br /> - H RIM=116.90' �,, 11 1 ���� 4 4 p• a
<br /> CENTE a" PVC CHANNEL BC 115.E �' '� 103.94 BC 119.38
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<br /> °° TC 116.40 7TC 116.:• , --- �� ---4- .L _IA$-L - 1---1 CAP
<br /> ,' 20-00 BC 115 0 20} BC 116SS• ' SS SS SS SS !9•.S r I ISS _ SS SS , SS SSIl SS c cc SS SS f��\ I2 00 2 23+00
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<br /> I -sf0+00 - - I I I I I I- - �-11.111
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<br /> 1 TO FIT WITHIN PLANTER BED , W
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<br /> rn o � . 3 3 ' C 118.80 I ALIGNED W/ EXIST. VAULT --J TC 119.41 p I N 00'36'
<br /> N s �p SSMH BC 117.32 118.30 ACROSS BROADWAY BC 118.91
<br /> RIM=117.29' TC 118.50 5MH RIM=11 • • o M
<br /> 14'-it \ CENTER OF 8" PVC CHANNEL / I BC 118.00 ( I CENTER OF 8" PVC CHAN SEE SHEETPAVING AND ~
<br /> b pS (N., S.)=99.74' I I • . (N., S., W.) IE=102.74 ; L'-1
<br /> IE 8" PVD (W.)=107.34' R 0 A D WA Y AVE , 1 gONTROL W_
<br /> UNDERGROUND PRIMARY CONDUIT TO--/ ( • • I SEEN EET C4.0 FORI I o �o 4), I O TRANSFORMER HOLD CONDUIT CLOSE TO
<br /> ,,, s G _ TREES I WA & SEWE� UNDERGROUND PRIMARY
<br /> -I- SHEET NO.:
<br /> Y ( SIDEWALK TO ALLOW SPACE FOR STREFTCURB --G I G G G G I G 3 GI G i / GCC�IDUIT BORING BY PUD -G G G G G G G G G CURB G G G G G G
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<br /> m w w °., 6 :p,- W .- T. w.,° �, 'w w' ° a W- w� `". W a ° aw a .w ., w v IN a 'w , . w D w wi: RB PROJECT �10..
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<br /> CONC. DWY ° 17- 0 0 3 6
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<br /> X > \X. v5 3 I \ 4,. DEC UP UP
<br /> \ --�.UP UP DEC
<br /> N I C=IY >�F CVtRFTT
<br /> REVIEWED FOR PERMIT
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