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<br /> CNOT241737 = _ _ ,
<br /> OTOP241737 PTN. OF SE 1/4 OF SEC. 17, TWP 29., R5E W.M. CONSTRUCTION NOTES � � � �
<br /> CGRD241737
<br /> 1BLOCK m � �
<br /> ASIT241737 O1 S1NGl.E DIRECTION CURB RAMP PER WSDOT STD. PLAN F-40.16-03 °}° m `�' �
<br /> CSI T241737
<br /> OLND241737 � TYPE A CURB RAMP PER COE STD. DWG. 318 , '
<br /> 3O TYPE B CURB RAMP PER COE STD. DWG. 319
<br /> 4� TYPE C CURB RAMP PER COE S7D. DWG. 320
<br /> a
<br /> SEE CZ.OZ O CEMENT CONCRETE TYPE E-2 CURB PER COE STD. DWG. 309; APPROX. �
<br /> � - � �� 5 LENGTH PER PLAN ? o
<br /> I � I � N � � ,
<br /> / � � CEMENT CONC. SIDEWALK W/ INTEGRAL CURB PER DET. ON SHT. C2.100; � �
<br /> � � ' � I 6U APPROX LENGTH PER PLAN W � �
<br /> f � � � Z z
<br /> � I � �, �I � _ � CEMENT CONCRETE SIDEWALK PER COE STD. DWG. 312; SIDEWALK WIDTH � � �
<br /> W � ! � -----_ Q PER PLAN o 3 c� o
<br /> i �''' � �a � �� - - p > J � o
<br /> W � I i 8 ST NDARD PARKING STALL PAVEMENT MARKINGS PER DET. ON SHT. C2.100 ,,, m � W
<br /> � o � / I �� � � � a o �
<br /> (� + I ( � II �__� ---- _______: O9 COMPACT PARKING STALL PAVEMENT MARKINGS PER DET. ON SHT. C2.100 � o
<br /> � � � �o � � ; � � � � �
<br /> � Z� I -- _ 10 ACCESSIBLE PARKING STALL(S) PER DET. ON SHT. C2.i00 � °0 `�
<br /> �+. �r' �.a, + � U � i � �
<br /> ( � I V� ! � � �"- 11 TRASH/RECYCLING ENCLOSURE, REF. ARCH. FOR DETAILS o �
<br /> Z � W a I -- � _ Z �4 �
<br /> 4 � i � + � `'' I � t.� C 12 SAWCUT, REMOVE, AND REPLACE EXIST. AC PVMT.
<br /> y� 7 12 13 I I � I � �____._ 13 TYPE A-1 CEMENT CONCRETE CURB AND GUTTER PER COE STD. DWG. 3Q7 �.��W A.,,,,,
<br /> INT 100+00.00 17TH STREET � 7 � o �
<br /> = 115+00.00 WALNUT STREET � , , , � I I � N --- 14 BOLLARD T1PE 1 PER WSDOT STD. DET. H-60.10-01 �, �,
<br /> � � � :�I . �
<br /> ��� - _ ^ 7-- . I ; I V � � 15 6' BOARD FENCE, REF. LANDSCAPE FOR DETAILS �
<br /> - �
<br /> �j� _ , *: ,� ---1�-- � 'f
<br /> `'�� ' � �� v 16 ALUMINUM PICKET FENCE, REF. LANDSCAPE FOR DETAILS F �
<br /> _`X X S f ._.__� `•� � m •�Fs
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<br /> - ' x____.-_----------x----J � y . " f � , . , ' 17 R1-1 STOP SIGN. INSTALL PER COE STD. DW6. 716 �NAL '� ��rY
<br /> 12 �_ STA 103+83. , 15.00' RT ,-- _ �'�
<br /> "' MATCH EX � � 3 HT TURN ONLY SIGN INSTALL UNDER STOP SIGN PER COE STD
<br /> IS . c� __ R -5R RIG
<br /> 99 s� o � ^ __�.__-_ ss 17TH:STRF�]' .. -______ 'o i �s �wc. »s ' � '�
<br /> - -------t�- _ _____.� r_ _-- O-.�\ � � STA 105+22.83, 16.50 RT c.�
<br /> � - a ,
<br /> ' S� `� �° ,,�: +oa �03+00 0 4 i. 7 qp � ---- PATTERNED CEMENT CONC. CROSSWALK OR PVMT. . .
<br /> e1 �
<br /> _�.. ,
<br /> , a v, a ° � ° , l� o �04+00 19
<br /> � - PER DET. ON SHT. C2.100
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<br /> STA i14+58.48, ' ' � � " 1 ; SD , SS� � � � o , - � ���a o5 28 ___�
<br /> 25 19.86 LT � I � ' � � � 5 � 20 R5-1 DD NOT ENTER SIGN. INSTALL PER CDE S7D. DWG. 716
<br /> END STA i00+30.94, �2.55 RY 7 12 13 � �- SD 7 {••` � `
<br /> ' ``,- INSTALL �3US ;� BEGIN , -_- � � Q o �, �, o o �, _ : �
<br /> � •:s SD ---- SD -_ ,
<br /> STA 114+58.48, •� STOP" IGN •.'; STA 114+67.47, 20.2i' RT 24 SD D � ' ` � � ° � _ O '�MERGENCY ACCESS ONLY" SIGN. INSTALL UNDER 'fi10 NOT ENTER" SIGN
<br /> 26.15' L� Np 25 � �a SD ----____ .p .' ` 21
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<br /> 26 -.; � ` .. -
<br /> - ---_____ � : • . � ��� NE" SI
<br /> . SD ':�`
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<br /> '' � ... , �. � � C,.� o o R8-31 �10 PARKING, FIRE LA GN. INSTALL PER COE S7D. DWG. 716 Z
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<br /> ; ; 114+57.47 20.7 ' � . � - - �1�� � O
<br /> STA 114+45.98 , , STA , l RT ; , . ` . '""' -�---�-� ` ' ` � ` ----_�' _o� ` _ , o
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<br /> , . • ..- 24 � • �r ' . . �' � c�
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<br /> 24 20.32' LT � 1 =:� �• , END � ,,` SS 9 }• ' � . ''y. N �' `V 23 CONTINUOUS 4 HIGH BLACK VINYL COATED CHAIN LINK FENCE, 71PE 4 PER Z
<br /> END t ' . ,�, � ' ` � ; � WSDOT STD. PLAN L-20.1 D-03. APPROX. LEN�TH PER PLAN �
<br /> :,.. STA 114+40.46, 20.64' RT 24 I , �:: ,, : �' I � I I �� Q � LLI 3
<br /> STA 114+28.96, .��� � BEGJN i STA 101+65.32, 39.16 RT I I c.a � 24 SAWCUT, REMOVE, AND REPLACE EXIST. CONC. SIDEWALK W/ BUS SHELTER
<br /> 24 20.34 LT � � � �� END � i2 �3 ! ' �� � �� � � O AND FND. PAD PER COE STD. DWG. 904 Z �
<br /> BEGIN STA 114+17.47, 20.21' RT 25 � �� =� - - � - - - - - - � � �I -- � �---- �
<br /> INSTA L '�US ,� BEGIN `- � � , c,� p = 25 PAINT TOP AND FACE OF CURB, RED/YELLOW ALT. �^ c�
<br /> STA 114+08.48, STOP SIGN �' ' a I i� � ' i v J =
<br /> 25 19•86� �T d * ' !� INT 103+43.84 17TH STREET U' . r { I I I I i �i___ � i i 26 R7-107AL '�US ZONE, NOT PARKING'" SIGN � �
<br /> BEGIN ;' � . �"� ,' = 90+00.00 CHESTNUT S7REET � ��3 < , i � � I o
<br /> � . .__.,_: ,
<br /> � - i�---- `�J 27 lNSTALL PAINTED CROSSWALK PER COE STD. DWG. 721 � z
<br /> .f �, _ _ _ _ _ _ N �
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<br /> STA 113+68.48� ` ' I � � j`:' � ,'
<br /> , .: I � a+, � ;_ � : ;. I L„1..� �
<br /> 26 26.15' LT �o o I I I VE D 2g PAINT TOP AND FACE OF CURB RED `
<br /> J, . ..,t � = i U , �
<br /> STA 113+57.47, 26.67' RT ` �l :'' r' I � I� c..a ,�'� CEMENT CONC. DRIVEWAY RAMP TYPE-1 PER COE S1D. DWG. 315, WIDTH
<br /> 26 i - --- - - - - - _ _ _I I ,� ' 29 AND CENTERLINE REF. PER PLAN ��
<br /> . C: I I �-- so � � ---
<br /> � I I I o I I I _ _ _ 30 PAINTED CROSSWALK � -
<br /> � � o - Q c�
<br /> �-- - - - -�- --_ � � - ._ - I ) r � LEGEND �- W
<br /> � : - _--- ____ ____ - Q t�.�.
<br /> �, I � PROPOSED BUILDING �
<br /> � � o , � �
<br /> � � � i � � e _ � �
<br /> � � ( I ____ _ _.__ _ ____ ` ____ _ _ e . SIDEWALK W i-
<br /> � � , I , i � , - I-i I---I - - - - O
<br /> _ �
<br /> -- -- ---- SIDEWALK W/ INTEGRAL CURB ` '��,' O
<br /> �
<br /> �----' STA 101+03.97, 0.27' RT STANDARD AC PAVEMENT J V �
<br /> �"► �;� ! - ` _ CENTER, WIDTH=20' 29 (PER DETL. ON C2.100) � J W �
<br /> W : � STA 100+93.62, 1.40' RT =45.76 - w I-- W
<br /> w . �
<br /> � . .' I �=45.82 STA 101+14.38, 0.02' RT � - - -- - VEHICLE OVERHANG > � (!3 �
<br /> (j Sa STA 100+70.26, 4.80' RT ` 1 ; , 's : � 5�7 HEAW AC PAVEMENT SECTION (SHT. C2.100) � �
<br /> � . . . . . . � �7B X� S . •ly, . . . . . . . . _!_._._.. . . . . . . . . . . . . � v .r '
<br /> X X____----x � � � WOODEN BOARD FENCE
<br /> Z �7TH STREET
<br /> '�+� STA 01+30.07, 0.02' RT - SPLIT RAIL FENCE CLIENT
<br /> S Q STA 100+46.95, 8.1 ' RT �B .
<br /> �B ` -%-x-x- BLACK VINYL-COATED CHAIN LINK FENCE
<br /> �o 00 � ^^ _, RIVERVIEW I, LLC � .
<br /> ^ � __- ---'�°` 1Dt+o ---- :,-_-�- - �\\ 10900 NE STH STREET
<br /> -
<br /> s SD .0 h' ' a Q a � NO S
<br /> �.�r �--�`--- __, � a aa a ' SUITE 1200
<br /> �� -��.'�- a � ° _ ' `'`', s s \'� BELLEWE,WA 98004
<br /> '`�� '` ° _ � � 1. FINAL LOCATlON OF STREET SIGNS SHALL BE VERIFIED
<br /> 3 s 1 ��� k'� 6.5, �- � ,��, ,� PHONE: (425)453-9551
<br /> a ' �• '�o __� � a , WITH CITY lNSPECTOR PRIOR TO INSTALLATION.
<br /> o CURB RETURN TABLE ' ,. 1. . so -_ So ____,_` ao�usT Exisr R�M �, ;
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<br /> N I a TO FINISH GRADE 2. MONUMENT SIGN WILL BE DESIGNED AND PERMITTED AS
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<br /> � N0. RADIUS � d FOC LOCA770N � EtEVA170N �1 � ----- SD ---_____ '�� � REQUIRED SEPARATELY AND SUBSEQUENT TO APPROVAL
<br /> � PC= STA ?01+63.27, 18.98' RT 43.98 ' f . 12 S�s a �� SD OF THIS INFRASTRUCTURE CONS7RUCTION PLAN SET. '
<br /> I �
<br /> � �,/4= STA 101+61.47, l i.66' RT 44.59 : s ' ti , �
<br /> � � 20.0' 30.4' 87 00'48" d/2= STA 101+57.07, 5.52' RT 45.20 �,j ���i a ,°c� �f-` 1
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<br /> � 3tl/4= STA 101+50.72, 1.45' RT 45.36 " � ` - - �`� ,s • C O N S U L T A N T S
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<br /> � PT= STA ?01+43.30, 0.02' RT 45.51 a : � � �
<br /> � � � Site Planning•Ci;il Engineering
<br /> �W PC= STA 1Ol+1 i.87, 0.O1 RT 45.72 landscape Archrtecture land Use Consulting
<br /> 11321-B NE 120th Street
<br /> � � d�/4= STA 101+07.54, 0.09' RT 45.74 0 20 40 Kirkland,WA 98034•(425)285-2390
<br /> 120.0 17.3 $ 16 39 d,/2= STA 101+Q3.21, 0.33 RT 45.77 wenatcnee,WA 98801�(509J 293-7131
<br /> j z Q ' ' ' ' " ' 101 South Wenatchee Avenue,Suite C3
<br /> °�� 0.�2' Rr �5.�s OFFSITE GRADING
<br /> 3 � 3t�/4= STA 100+98.90, PLAN (N FEET www.cphconsultants.com
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<br /> PT= STA 100+94.60, 1.26' RT 45.81 SCALE: �=2D' � PROJECT N0.
<br /> � °- PC= STA 100+46.95, 8.18' RT 46.41 , 0024-17-037 '
<br /> �
<br /> o � 8.64' RT 46.51 CURB RAMP SCHEDULE Q DRAWING
<br /> �1/4= STA 100+44.25, �T �
<br /> � � 60.0' 10.9' 10'26'59" tl/2= STA 100+4i.58, 9.21' RT 46.61 PLAN REF. TYPE l�� C2.03
<br /> �� WIDTH STA T10N, OFFSET �
<br /> °� 3t1f4= STA 100+38.93, 9.91' RT 45.71 N0. (CONSTRUCTION NOTE) 0 30 60 Know what's be�OW. �
<br /> �o � . .
<br /> �� PT= STA 100+36.32, �0.73' RT 46.81 24 4 6' STA 101+64.17, 36.22' RT C1II before you dig. sHE�r 12 oF 47
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