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HomeMy WebLinkAboutS-302601�a 4 4 E � a � w F i cc 0 <Z lo Q z o Z 7 N z c z 0w A 1 � lit: 432.32" � C AE- 428.7r (EX, N) . m ' o N. 11426.3560 AVE. NE SHALL BE PER CURRENT CITY OF 3 2 rd i FF PRIOR TO CONSTRUCTION) 34 ev NEW SEINER MAIN STREET OVERLAY REQUIREMENTS. { v 'a ulql j L' a 72 Z \ c U 2 c o � L Q 30 �. 30 J _ -� C Colti.s�1� SGT E>c sT wo usF Ta cc 0 <Z lo Q z o Z 7 N z c z 0w A M cam p/R 10 Ai - lit: 432.32" C•.. CMa Mom AE- 428.7r (EX, N) . m ' o N. 11426.3560 AVE. NE SHALL BE PER CURRENT CITY OF 3 2 rd i FF PRIOR TO CONSTRUCTION) 34 ev NEW SEINER MAIN STREET OVERLAY REQUIREMENTS. C~ OF 'a ulql j a Z 2 Q 30 �. 30 J -� Colti.s�1� SGT E>c sT wo usF Ta m w 0 A PORTION of the N.E. 1/4,, SECTION 9, TOWNSHIP 23 N., RANGE 5 E., W.M. a 50' "T. CURVE c fW STIAC CMERUNE GWE 435 o� m� o n''> PRIVATE ]ROAD - o �n A 434 - _ _ �.� _ .__._ ,._ _ _ _ _ _ -- _ 433 _4 fi SH EL TON A VE. N E 433 _ _ P1Q OSED CEAITERLINE GRADE - - _ 432 431 . _ - __ � _ � _ .___ _ _ -_... _ -- -_ _.....r -- - -'� _ - -- - _ _ - �� �! _ ORM DRAW -_ -_ 431 N STORM 430? - - - - � N. SEaNER I - iif-}' C900 PVC 8' - - 430 _ _EX. 8' _ , __ 429 SEWER - - ---- - - - -- . - -- -- -- - -- -`� -- -' 429 428 - - - _ _ Fl _ - - RD EL - -- - - --- _ -.- . - -- -- - - N 4 427 _- _ _ _ _ _ _ _ _ _ -- _ - _.___ __ �_- - _ "? -_ .. sy ^� 427 lFr_ - - - -- - - - - - - --�. - - -- - -: 2 0-1.00 0 +40 1+00 1+40 6" TEE -R-T- 2 +00 ; 6" TEE RT. STA 1+84 6" TEE LT_ STA 41-96 .4- -1. 3 STA 2 +15.5 SAN. SEWER MAN HOLE #286 IE: 42� 3A IE: 4g9.04 6o TEE LT. STA 0 +21, 5.7' RT. A-VT 41 - "� �'� r�� - *3a. o2 STA 2 +35 SHALLOW MAN HOLE #1 , TYPE A 48" DIA. IE_ met- 6" TEE RT. TYPE B - 54" DIA. RIM. 432.37' � w` � � -+3c . I j 45ev -t 9 IE.- 428.77' (EX, N) �s IE: TA� RIM 43+.$- X435 -o5 s IE -.�-�' (NEW. S) A � � 4 SEWER MAIN PROFILE *30-2* IE: 4� +2_,q. fa (CONTRACTOR TO VERIFY ELEVATIONS PRIOR TO CONST.RUCTIOrv) SCALE: HORIZ.: 1 " = 2C' VERT.: 1 " = 22 MA, Lm I Q: z �A ;7,d�iei °. wE 10 4 5 MCE r a CONTROL DIAGIACM M - 24 "x 6" FRAME AND LIP PER DRAWING 6829. 1-- 611-1 NOTES: 1. STEPS TO BE 3/4" O /DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG. BR29 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SAN. SEWER MAN HOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. SHALLOW SANITARY SEWER MAN HOLE DATE I REVISION I BY PR TYPE B ADOPTED SHALLOW MAN HOLE 4. `z"` OF ''°� 8landard pla DETAIL aa � DATX:g�°/95 DWG. NAME: BR37 SP PAGE: B072 SEE SHEET 4 FOR STANDARD SEWER NOTES AND SPECIFICATIONS wvwr CITY OF REN TON LAND USE ACTION N0. L UA - 0 7 - 085 -SHPL -H 84" MAX s o ' N O O N i i' i' i i GRAPHIC SCALE 20 0 10 20 40 cS,s /ONAL E�C,\� p2 1 EXPIRES: 3/l/2004 ( IN FEET ) 1 inch = 20' ft. Elk 8, SML _4wwR Adw S+w SEwER M4N #d%E x286 STA 0+21. 5. r RT. M cam p/R 10 Ai - lit: 432.32" C•.. CMa Mom AE- 428.7r (EX, N) . m ' o N. 11426.3560 AVE. NE SHALL BE PER CURRENT CITY OF 3 2 � i x PRIOR TO CONSTRUCTION) 34 ev NEW SEINER MAIN STREET OVERLAY REQUIREMENTS. C~ OF 'a ulql j a Lm I Q: z �A ;7,d�iei °. wE 10 4 5 MCE r a CONTROL DIAGIACM M - 24 "x 6" FRAME AND LIP PER DRAWING 6829. 1-- 611-1 NOTES: 1. STEPS TO BE 3/4" O /DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG. BR29 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SAN. SEWER MAN HOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. SHALLOW SANITARY SEWER MAN HOLE DATE I REVISION I BY PR TYPE B ADOPTED SHALLOW MAN HOLE 4. `z"` OF ''°� 8landard pla DETAIL aa � DATX:g�°/95 DWG. NAME: BR37 SP PAGE: B072 SEE SHEET 4 FOR STANDARD SEWER NOTES AND SPECIFICATIONS wvwr CITY OF REN TON LAND USE ACTION N0. L UA - 0 7 - 085 -SHPL -H 84" MAX s o ' N O O N i i' i' i i GRAPHIC SCALE 20 0 10 20 40 cS,s /ONAL E�C,\� p2 1 EXPIRES: 3/l/2004 ( IN FEET ) 1 inch = 20' ft. Elk 8, SML _4wwR Adw S+w SEwER M4N #d%E x286 STA 0+21. 5. r RT. YWT A, 48" Dik lit: 432.32" ; AE- 428.7r (EX, N) . AE • -• (Afw. S)429.4 ' o N. 11426.3560 AVE. NE SHALL BE PER CURRENT CITY OF E_ 19058.5742 � R TO VIER" ELEVATIONS x PRIOR TO CONSTRUCTION) 1 NEW SEINER MAIN STREET OVERLAY REQUIREMENTS. -8- C900 PVC o a" 'a ulql j �l 80 I BY APpR. BATE EXIST_ CURB INLET IVOO L4 I U W I a i r a oz c . NOTE: TRENCH RESTORATION IN SHELTON *� 1 AVE. NE SHALL BE PER CURRENT CITY OF > O o X z �o �- y RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. 'a N Z 30 �. 30 -� Colti.s�1� SGT E>c sT wo usF Ta ,EXIST. 12 " CONC. STORAiI DRAIN EXISTING HOUSE FOOTPRINT i 2845 Sq.ft.t ,,.74 i 1 (HOUSE TO REM4,Ir) 3 �6 qO T I 1 • TUB - 6" TEE RT. P STA 1-t 81 IE. �- >a LOT 1 9812.56 Sq.ft. -EDGE NEW ASPHLA _ `X 1 50.23' =w 57.34' ; 0 20' PRIVATE -- -4- 9 --SIDE SEWER o UTIL11Y ESMT f cN 70'-6" PVC 0 2.0% � IE: 431.24 - � 1 i f ,-- SIDE SEWER w 22' -6" PVC O 2.0% ° IE: 430.33 END PAVEMENT 0 i It PROPERTY LINE x ! 9 �0 'ATE . ztS- - LOT 6 - 5962.05 ,ft. > ! rn M i MIN. FFE: 434.5' 'LOT x I / 5217.07 Sq.ft. ! MIN. FFE: 434.0' �__ - - -- - EXISTING BARN X j TO BE REMOVED ! i' ,l 74 222.6 L - X _ - x. - - - - - -- - -- - -- -- I 'PE. R I` I et...D :SU RvEE�f RECOMMENDED FOR APPROVAL BY. WE. _Z!Z/Ot� r r D, ,' ENGINEER: 'S'CAMEO NOV JAEGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (206) 850 -0934 Fax No. (253) 850 -0155 cal 03 to/2 03 APPLICANT: JIM JA CQUES 2509 ABERDEEN A VE. NE REN TON, WA. 98056 Phone: (425) 255-2362 CCITY OFF RENTON DEPARTMENT OF PUBLIC WORKS SANITARY SEWER PLAN LANGH" SNORT PLAT DESIGNED: JJJ DATE: 6/20/02 FILE NAME: DRAWN: JJJ CHECKED: SCALE. 1" 20' FIEW BOOK PAGE: APPROVED: aRtcrm or PuDuc woks SHEET: 6 OF: 6 �1�� jU ti a i� r a oz c . ev try- a7 > O o X z �o �- y 1 'a N �1�� jU ti a i�