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HomeMy WebLinkAboutD-373122- - - - - - - - - -I SITE PLAN CONSTRUCTION NOTES ------------I 1806 I--802------ 832 01 INSTALL DRAINAGE PIPE, SEE NOTE 14 1 I a- a1 I BIORETENTION I 1 1 - - O2 INSTALL DRAINAGE STRUCTURE AS -BUILT 1 1 = a RSWALE El 1 2 2-7 131I -8 2 C-4 I I I 12 40 LF O3 INSTALL DRAIN BASIN C-4 -- TWIN 9", - TICE P • aq I LL] - 12 ALDER TCE 2 1 3 I 13 30 LF i I I SEE I 4 CONNECT TO EXISTING PIPE/STRUCTURE oF RAS - ti � O O _-----� z SEE I NOTE 3 1 EX ROW -- - - �101 I �--- -� - - -- _- NOTE 6� -- -- --- -- �5 INSTALL INLET CURB CUT C-6 314 � 8 _� �^ 492 O J -- I 8 � _� 2 /p ISTIS S�� ROCKER J ��`� /� O INSTALL SIDE CURB CUT - - 6 Nq ( L Alp �_ _� 313 -- �--,a J Sul- 0 ADJUST CATCH BASIN � ZQ 3 �309 A' , B �� I 1 f� OTE: �-�_ _ _ w- - --- I w- - - -- - - - - - -- - - - O8 ADJUST UTILITIES CASTING AND METER BOX TO GRADE STRUCTURE STATION AND _ _ _ _ _ \ - w - w 3 - - 2=2-��o- w- - I O9 INSTALL MAIL BOX SUPPORT WITH BOXES vy OFFSET LOCATIONS ARE TO - �- CENTER OF LID OR GRATE fi I- � - w- - �0�\ W- - - cn - W- - H-LINE 8 HA RIIVh N A E NE 10 REMOVE AND RESET SIGN 141 +00 / - �/ 8 0 � _ 142+0 6 1 1 6 � �--1 143+00 2 -10 2 - � - - - -- 1 ��00 � -- -- - - - - - G - - G - - -u - - G - I - - - G 6GMPE IP PSE G - 1 I -- 1 1 INSTALL "SCHOOL X-ING" SIGN WITH ARROW, SEE NO-E 5 -----+_,G ----G- - - G- _ - I - - 12 INSTALL CHAIN LINK FENCE SS_ - T -- - - - INSTALL WOOD FENCE - - 13 u_ I ' / - �� _ - __ REMOVE AND RESET MONUMENT �--- --0 Ate l - / - 3 _---- w a - 8" DIA T IR 15 INSTALL ROCKERY WALL, SEE NOTE 4 2 2- 9 SDCB - ---- I C- 6 -- GRATE EL= 312.00 N _ IE= 308.28' (12" CPEP N) 2 2-1 1 16 RELOCATE WATER LINE, SEE WATER PLAN DRAWING W- 1 IE= 308.48' (12" CPEP S) 8" DIA - / IR BTM EL= 306.67' ".IR -POST ONLY IR VAULT TIC 17 INSTALL "SCHOOL X-ING" SIGN WITH "AHEAD". SEE NOTE 12 1 1 g NO SIGN c IR IR' 20 10 0 20 40 1 0 GRATE EL 309.23 O B/ IE= 305.93' (12" CPEP N) � 18 INSTALL STOP SIGN WITH POST 3 IE= 305.83' (,1 "CPEP S) / \ 19 INSTALL GRAVITY BLOCK WALL SEE NOTE 4 SCALE IN FEET / � � B EL= 304.43' � / SDCB- I NOTES: GRATE EL= 306.89 I 1-----�-�-_ 1 I SEE NOTE 15 07 SDMH IE= 304.89' (8" PVC NW) 1 RIM EL= 301.67 I IE= 304.39' (12" CMP E) EX ' f 0 o I I I I IE- 97.92' (8" CONC N) I I --3° I 1. SEE PAVING PLAN FOR NEW PAVEMENT, NEW SIDEWALK AND IE= 304.29' (12" CMP S) I IE= 2 5.47 (12 CONC E) cn 1 1' /� -- - - I DRIVEWAYS. BTM EL= 303.89' 1 I I ��o, I ( I IE= 297.67' (6" CLAY E) I' - - - - - 2805 710 A / 710 B IE= 297.67' (6" CLAY S) I h z �I� " I c�� � 2805 2. CONTRACTOR TO PROTECT AND PROVIDE SUPPORT DURING \� 2-1 2 4 SEE 40TE 11 IE= 2 3.22 (15 CONC W) � � �L_3°6 c - - - - --- - _ 1 E E� 1 SDCB OT 7 SE NOTE 8 I I BTM EL=292.37' CONSTRUCTION FOR ALL UTILITY CROSSINGS. _ �/ ( ) 2-21 2 SEE NOTE GRATE EL=308.51 2-3 3 I __- ___--L - - 55 LF 19 I 2804 3. CHAIN LINK FENCE TYPE 3 PER WSDOT STANDARD PLAN IE= 307.21' (6�� PVC SW) ___ - _ _ -- - � 15 84 LF SEE I- - - �� V°i, --SDCB BTM EL= 305.51' 2 3 2- NOTE 4 SEE - �'�- I ( L-20.1 0-03 WITH WHITE SLATS MATCHING EXISTING. TICE -4 2 C-6 SEE - SDCB © - 296.43' 24" CPEP N � -SDCB � I GRATE EL- 302.15 NOTE 1 3 18 1 I-G€R�ATE EL (302.83 � BIORETENTION SD H (4 SQ) NOTE 4 , I , / �- I I- IE=�96.53' (24" CPEP E) 4. INSTALL ROCKERY WALL BETWEEN ( � WTR EL= 296.53' SWAB_ E FULL OF DIRT _ BTM EL= 295.35 H 1 45+90 TO H 1 46+74 (__i� 1 RIM EL= 307.18' RI.303.68�(125 CMP N) IE= 296.83 12 CPEP W) I - - _ I BTM EL= 294.63' C-4 E= 303.35' (8" CONC S) EX ROW 3 2-5 I INSTALL GRAVITY BLOCK WALL BETWEEN v) - 4 2 BTM E� °2,B5� ,, - . - sDMH HI 47+30 TO H 1 47+78 AND co 310 9" JUNIPER B�KtTENTP-N I 8 I RIM EL= 302.79 ----- � - I I IE= 293.49' (24" CPEP W) EX ROW H 1 47+78, 30 LT TO H 1 47+78, 37 LT 6' UNIPER _ SWALE I w� IE= 293.59' (24" CPEP SE) wu 1 a _rrrRZ295.60' - Y 1 -1 AN W 1 6- 7 P -� �_ C-4 �/ I - - a BTM EL=293.59'--; - 5. INSTALL SCHOOL CROSSING ASSEMBLY S D -- -- � moo$ -=-- - - �- -f�. PER MUTCD. 306 - l s - 30 `� -� 6. INSTALL WOOD FENCE IN KIND OF EXISTING. - SD ---SD-- - - E 0 \3p - .--� ti . _ 1 1s I T� 304 -- - - wu, - __ --- I I -�_ 7. 48 LF 8" DI @ 6.58%. w 1 7_ CEDAR 5 - w--w----3o�-w-----w- --w-- -- --w 11 2-2 2 1 HARRI ONAVENE y,-`-w----,-w---- 8 20LF12"DI@0.72� - - H-LINE 5 16 6 2- _� 4 _ -- --_ -- _- 9. CB 2-21 , CB TYPE IL 16 14 2 -15 146+00 / 1 �47+0 2 2 - 6 - -- 1 - -- - - -'�- __ _ - - - -- - ---}----2-.-- ' _ _ LT __ - - G _ _ p ��- �_ 148+b0 -H-147--1 84-03 293 m- - - '� G y,7i G "'_ - - G - G - - - Q - - G - - - - - G �` IP PSE_- -� - GI S �S®O RIM EL a - S vi �2" G- SD PE IP PS - - -' - G ` - - - G • 1 O. 6.2 LF 12" CPEP @ 8.70� Q _-_ _ _ _ - - -- - - ) 1 � _ � ss - - - Ss - - vi .1- -- - - - - - --- - -- - - -- -- - --- - - .S IRIR .� -. -- S --- = E(IN 2J8 FND MIC / \�, 6 P ONLY (p Ory ------_ { _- - - - -- I E (OUT) = 29 : G 7 i <> o EACT 4"- O SIGN --- - - -- - �- ° N 8TH ST S W PSE" DCB 8" DIA I I' I T - --- 1 1 . CB 2 -19 , CB TYPE I i 10 GRATE EL= 304.76 I 10 --`� IE= 301.17 (12 CPEP N) �- - SDCB- °9 I \I, I I I \ } �- -� 45-7Z-,J.Z_Z- _ i SDCB - GRATE EL 302.46 E NOTE 13 IE= 301.17 (12 CPEP 2 2- 6 _ I !� 3� RIM EL = �0-$$� > G TE EL= 306.86 -___- 295.46 (12 CPEP N) BTM EL= 299.56 PLAYGROU -- I I I I a IE= 305.6 6" PVC NE) _ _ IE= 295.86' (12" CPEP E) --- - �- EX ROW o IE= 305.49 ( - VC SE) 06, - EX ROW IE= 294.84 (18 CPEP S) c CP BTM EL= Q4.86 1 1 - - _- BTM EL= 293.66 cn \ -- - --- 8 �304� _ - TCE-1 5 2 4 2-18 I o I 12. INSTALL SCHOOL CROSSING ASSEMBLY S1 -1 AND W1 6-9P. - - - - - - - - 00 sDc s 18 / m I I I 13. INSTALL EXISTING STREET NAME SIGN ON STOP SIGN POST. G RAT E L= 307.39 - ' - O ----- --- N IE= 304. ' (12" CPEP N) _ - ` ' 1 I `�'I I � I E=2- -RI MH 1 14. PROTECT EXISTING SANITARY SEWER DURING DRAINAGE PIPE IE= 303.8 12" CPEP S) RIM EL= 302.68 J 1 - uj BTM EL= 30 9' I I I I - ( INSTALLATION. J, _ r- I IE= 294.46' 24" CPEP W) IE= 294.56' (18" CPEP N) ' I I I I I I I I IE= 294.46' (24" CPEP E) i J 122/ I I, �� L BTM EL=292.98' 1 5. REPLACE FRAME AND CIRCULAR GRATE WITH MI- FRAME AND COVER. ROTATE OPENING TO AVOID PEDESTRIAN RAMP. E ISURVEYED: SCALE: o; RECOMMENDED G. BROOKS AS NOTED �� DATE: HOR HORIZONTAL: NAD 1983/1991 �� CITY 0 � 05/05/2017 FOR APPROVAL DESIGNED: STICK ''- HARRINGTON AVENUE NE PHASE II P�E800K. • BY DRAWN. J. WILSON ONE INCH AT M - R EN TON SUNSET COMMUNITY - GREEN CONNECTION DRAWING NO: o SM BY : CHUNG �LL S� Planning/Building/Public Works Dept. SITE PLAN C - 2 cV CHECKED: IF NOT ONE INCH � N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: :3D. ATCHISON 6 24 Q