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HomeMy WebLinkAboutS-305902*STORM DRAINAGE S E 1 /4 S W I /A SEC 3 TWN 23 N RGE 5 E W M CONSTRUCTION NOTES SITE CONSTRUCTION NOTES F L Q9 OOF DOWNSPOUTS TO NEAREST C.B. � I SANITARY SEWER SYSTEM WiTH 40 PVC 0 1.07 MIN. W OIL /WATER SEPARATOR ?� VICINITY MAP SITE CONSTRUCTION NOTES \\ \ \ EXIST. SSI PROPOSED CONCRETE SURFACE \ n NOTE TO SCALE 10 CEMENT CONCRETE. GUTTER ®:0.55 MIN. FINISH ® CATCH BASIN TYPE 1 \ �' TE =407.75• BASIS OF BEARING: 11 SURFACE OF CONCRETE TO BE TROWELLED O ( " ' IE= 400.45 (N,E,SE,W) B"OPVC RECORD OF SURVEY, RECORDED IN VOL 77 OF SURVEYS AT PAGE 292, UNDER STUB -OUT AND S.S.C.O.1, WITH CAST IRON SMOOTH. WATER METER ® CATCH BASIN TYPE) 2 -54 "0 RECORDING NUMBER 9101109001, RECORDS OF KING COUNTY. COVER MARKED "SEWER'. SEE DETAIL ! \ I1= 405.50 11 REMOVE EXISTING DRIVEWAY CURB CUT. � WATER TEE W /CONC. BLOCKING ® CATCH BASIN r fIFE'f WJ SOLD LID O S BENCHMARKS REPLACE WITH CONCRETE CURB, GUTTER, AND ATPROXIMAi 1 ICAT IN ORIGINAL TIM Q S.S GO. #2, WITH CAST IRON COVER MARKED SIDEWALK TO GRADE E WATER CAP : �� EXISflli - q CITY OF RENTON BENCHMARK 1844. FOUND Y IRON .PIPE WITH CONCRETE. AND :I DOWN "SEWER". SEE DETAIL Q EL IN 4 09.38' T THE INTERSECTION OF 'NE SUNSET BLDV: AND DWALL AVE NE(138th AVE)' RIM 406.407 (MATCH FINISH GRADE) 1© LANDSCAPE WALL (MAX. HEIGHT 3') EL I L BM: ' �'''' I.E= 404.89 AS NECESSARY 3 ORIGINAL BM: © \ FOUND CONO.+kION N,1, CI -Y OF RENTON BENCHMARK .159. FOUND 4 X 4 CONCRETE MONUMENT WITH BRASS DISC �ICASLE:-: AND PUNCH, DOWN 0:7' IN: CASE AT THE INTERSECTION OF UNIONST. AND NE. 12th ST. S:S.M.H. #1 - C.O.R. STANDARD 540 C \' \. I EL - 415.95' SHALLOW ' "FLAT -TOP" MANHOLE. \ PROVIDE ADJUSTING RINGS AS NECESSARY '� y\ U6, 7BMC: TO ,MATCH EXISTING GRADE -' ' \' t ) NE ANCHOR BOLT OF LIGHT STANDARD LOCATED ON THE NORTH: SIDE OF :SUNSET BLVD. IN RIM= 410.Ot (MATCH FINISH GRADE) " i\ FRONT of BUILDING No. 4602: EL - 406.26 I.E= 404.21 CONTRACTOR TO UNCOVER EXISTING 8" I H )) - - - -- PIPE \ \ TOP SW CORNER, OF ECOLOGY BLOCK LOCATED AT THE APPROXIMATE MIDPOINT OF THE NORM `: - >i. PROPERTY LINE... EL 413.80' SUFFICIENTLY TO MAKE NEW CONNECTION.. 11 - " F -}�+ ' ` - NN EXISTING SIDE SEWER CONNECTION TO KING I =' , . n0a / J \ DATUM: AND BUNNIES'MAY NEED TO BE UPGRADED ,o$. - crm of RENTON (NAw ee) PENDING REVIEW OF ITS CONDITION: �} °_ CONTOUR INTERVAL =2' 4 REPLACE 45 OF EXISTING S S WHILE MAINTAINING I EXISTING SLOPE BETWEEN; I E s AT PIPE ':ENDS. I / 1 ✓ LEGAL DESCRIPTION' CONTRACTOR TO COORDINATE WORK.. WiTH C.O.R. I� - -... -.. -. / I \�P�+ "J"'Ct- T'°� .. ..... -`.:. .'...'.' ...'.. JOSEPH: P MARSHALL TRACTS MEASURED ALONG THE NORM LINE OF TRACT 11 OF + WESTERLY 110 FEET AS UTILITY DIVISION AND OTHER OUTSIDE UTILITIES AS I / ACCORDING TO THE PLAT RECORDED IN VOLUME 38, NECESSARY. REALIGNMENT OF SEWER' MAY BE �I \ $ OF PLATS AT PAGE 30, IN KING COUNTY, WASHINGTON: NECESSARY TO AVOID EXISTING UTILITY STRUCTURES. ` EXCEPT THAT PORTION CONVEYED TO STATE OF WASHINGTON FOR STATE ALL EXISTING UTILITIES TO BE LOCATED PRIOR II ; � F ROUTE 900, BY DEED RECORDED UNDER RECORDING NO. 7106070169 TO BEGINNING WORK. I i .= ;- EXIST. Sj \ ;� ' ' \;y.... MAINTENANCE RESPONSIBILITIES. OF OWNER I ------ - - - - -- I 065 STORM DRA'r'NAGE ; E 4114E fOPVr\ \ 4 OUT HFCNEC�ESTC =BASINS ANNUALLY FOR EXCESSIVE ACCUMULATION OF SEDIMENTS AND CLEAN PPE CALLOUTS I E a04.s� (; \ os \�� ` .. I o ..'.'.:.'.'.'. Q .. ......Try - PTM OF �TRU.,TI.RC �. 1\ \Gy.'...'... .. CLEAR DEBRIS. FROM.. CATCH BASINS AS NEEDED. o' 1 i= 403.87. r ❑1 31 LF. 8'e PVC ®1.615 I _ I I -. / \ \ ^ \ ` i� ' 3. THE PLAMING OF LARGE TREES WITHIN 10 FEET OF ANY DRAINAGE PIPING IS NOT ALLOWED. 1. \ -------- 3 5' SANITARY _L \ \ \/ .... \ 2 25 LF. 8"0 PVC ®3.925 I LN- PROJE ❑ ; - - .. - �+ SEWER EASEM I .'."...... i i ' \� �:::...�.... . o........�. � 14 LF. a'm PVC 0 11.11x. I ; � TACT. LIST: -_.,,. - '® OWNER: MIKE ON MIKE WATERS ❑4 80 LF. 8°0 PVC .® 0.5% I , ) ` \ �. � ..:..:.:.... '.:.:'':''' '.'... 1, 16446 S.E. JONES RD. Ty_`T ,, RENTON, WA 98058,. 0. \�...�... PH: 425 -351 -9397 4 \4 I � I Q illl _ - - 414-�1 i 0 -416- �2 rj I I I a vI 33 aW _ tort, CD 0 0 r.j mw�Olr'" I / X472_ _ _ _ u = �_s _;J \ 1."'... CML ENGINEER: KEITH- LTTCHFIELD, P.E. _ _ Ic'-= +•_��.95' 5l E ; PVC LICHFIELD. ENGINEERING - _ N D�'14�rJ� E 49.79 8�2 - 7 f IE= �;fi5.39' (S) 8! aPVC \ ..........'.'.'.'. .'.'. .. .'.'.'.'.'.. .. .. 12840 81ST AVENUE N.E. .. ..... ,.. KIRKLAND, WA 98033 - % -j -- - B -M IE= 405.39' PH: 425 -821 -5038 �� o - - - -- - - - -- 1 Nb114T5o'E ...... I - SURVEYOR: MEAD GILLMAN AND ASSOCIATES 4.... R� �- ... 44.62 :........ `.... /....... PO' BOX 386 ..�� ��} _ :. I6 5 r 3 ...'......... .. .. �....:.:.'�.'....... PH: 6W488 -1252 .............. 20' NGRESS /EGRESS ................... ......................... 2q 4 & ' . ....'...... . LY 4 . . AD \ ... 2 ..' . sb Oil N -1 �j .......... I (. UNLESS OTHERWISE *NOTED, ELEVARON's ARE FOR ° \. NOTE: U, PAVEMENT, GRADE. r JD .................. . . ".TIE 404 99 .. ... ..... . lE 1 rr I � i % w i 11 y FINISHED \ IT 3991} {E) 1'L MP1 ;£ iE 39900 W) 1 'C7iUP\ 0. ,9- 3.2�t 4 ! ,_j tt n o E.400.5.1.'.(W)'$'0CM '6 BTM- '0F.'STRUG1URE'JE' 97\73' °U. \......... M EEWf1t STUB OUT EXIST:: SA.MH'.'..'.. r - 0 11 ...'.'..... \. .. CM 2 Working Days Before You Dip 10 , -4 5. 0 t^ ..:.Tf =404 57' ..... . g 4,� =t �. , 3 \ 1E- 395:49:'. {1ya'.3B6. MP\ 1- 800 - 424 -5555 \ x FF ELEV. 407 59 , ` Q 1E= 395:3.7 ".'(NW)'.12 MP LIMIes Underground Location Center II 6 r' \ 8TM'OF'STRUGTURE 1E 9, 95' a - - - - v ;,. I 4. I e 2 \ N tTD.MT,NDpR,WA) 2 e :� .., /' ,�^,�, .� �, '.'EXIST:'SSMH...'.' .:1UDWT1'� J1 4 N 01'14'50" _ - - ; w E w 405 6 - - - .'. \;}.: \ -. - - -- 416-'- a 8YISI I n P (,n.1040 - w . ... .... .. .......... .. ... . . .......... ... i.'.. .. ... ........ O ad 77. ... :. -. Y.a.: ....,... 40 FH ... .. ... ... ^'. . :1'. 9. p6 ............ ... . ...... ..�5 .- .'.' ................. ..... ... ..... .......... ... .. .. ...: ......... .::.... ... L. YUJ4. 1 ... ..... � RECOMMENDED FOR APPROVAL .... r, .... . �'..... .. 98 I ... .. .... ... ... . E 0 4H. (E) 12 d::.'. BY: 2✓ DATE: O L9 .. ....... .... ... ...... IE,398.23' (W) 12'0:.'.' \. BY DATE T .... .... oWt� G gar! ixletle►, DATE: 10 d? BY E/ dn04il DATE: 60 SCANNED MAR 282003 v BOLL 1700 FIR NO 0 n Q h F Ll 6 U 0 N � o v � C. U w ro m s N N O 1 °.I o ° 0 m 1n W � N W zM00 Z wco 93 zm' Z >Q�tl W 4�� CQ q fro° wCj rrW O N F 1 w N J x � o E- F o a P ... LL ZQ <0 ZLI w 0) o UJI aW q: �^ IL IJ CO aW 3 3� W M 0 U YNz <Zµ �w 0 w Q CO SHEET 1 of 3 OVER O RIM = 4016.7± (MATCH EXIST GRADE) 12 SD) Qi 5' WIDE CONCRETE SIDEWALK TO REMAIN. SANITARY SEWER CITY OF RENTON, WASHINGTON I.E =401.00 (8" NEW NORTH) 02 C.B. 12, TYPE 1 20 EXTRUDED CONCRETE CURB PER DETAIL SHEET 3. 30 LANDSCAPE AREA PER LANDSCAPE PLAN. SYSTEM PPE CAI- I-OUTS 0 136 LF. 8"e D.I. S.S. 0 0.55 RIM =405.0 I.E= 402.96 ® ASPHALT CONCRETF_ PAVEMENT PER SECTION 10 LF. 8"8 D.I. S.S. ®0.6976 20' - 0 20' DETAIL. 'T CAP END FOR FUTURE EXTENSION FOUND T IRON PIPE WITH CONCRETE AND NAIL SCALE. . 1" - 20' Q3 C.B. 13, TYPE 1 PROVIDE A SMOOTH TRANSMON BETWEEN THE TO NORTH PROPERTY, DOWN 0.4' IN CASE AT THE INERl OF \ \ NE SUNSET BLVD. AND DWALL AVE NE. CiTY OF RIM = 406.71 I.E- 404.04 1 5 TWO PROPERTIES. WATER SERVICE METER WITH VAULT TO �59t LF. B"® D.I. S.S. A 1.035 PIPE CROSSING \\ P RENTON CONTROL POINT #1844. / S vj 04 C.B. #4, TYPE 1 ©IXISTING S.S. I.E=405.15f RIM = 406.40 I.E= 403.54 REMAIN. CONTRACTOR TO PROVIDE NEW SERVICE LINE TO BUILDING. STORM TOP = 403.95± \ \ SQ C.B. 15, TYPE 1 W/ SOLID LID SPILL CONTROL SEPARATOR SEE DETAIL SHEET 3 Q7 MATCH ADJACENT GRADE WHEN POSSIBLE. TEMPORARY CONSTRUCTION /SLOPE EASEMENTS REQUIRED ON ANY WORK PERFORMED ON �1 \\ RIM-406.52 (MATCH FlNISH) I.E.= 402.56 *NOTE: PRIVATE PROPERTY. O8 DAMAGE OR DISTURBANCE TO ADJACENT PROPERTY TO BE RESTORED TO PRE-EXISTING ss ALL CATCH BASIN's ARE FIiTEO WITH CRANED GRATES UNLESS OTHERWISE NOTED. CONDITION. CONCRETE R PROPOSED STRUCTURES El PROPOSED PAVEMENT SURFACE 04 GATE VALVE O SANITARY SEWER CLEANOUT S:.VH �\ \ 4TION API F L Q9 OOF DOWNSPOUTS TO NEAREST C.B. � I SANITARY SEWER SYSTEM WiTH 40 PVC 0 1.07 MIN. W OIL /WATER SEPARATOR ?� VICINITY MAP SITE CONSTRUCTION NOTES \\ \ \ EXIST. SSI PROPOSED CONCRETE SURFACE \ n NOTE TO SCALE 10 CEMENT CONCRETE. GUTTER ®:0.55 MIN. FINISH ® CATCH BASIN TYPE 1 \ �' TE =407.75• BASIS OF BEARING: 11 SURFACE OF CONCRETE TO BE TROWELLED O ( " ' IE= 400.45 (N,E,SE,W) B"OPVC RECORD OF SURVEY, RECORDED IN VOL 77 OF SURVEYS AT PAGE 292, UNDER STUB -OUT AND S.S.C.O.1, WITH CAST IRON SMOOTH. WATER METER ® CATCH BASIN TYPE) 2 -54 "0 RECORDING NUMBER 9101109001, RECORDS OF KING COUNTY. COVER MARKED "SEWER'. SEE DETAIL ! \ I1= 405.50 11 REMOVE EXISTING DRIVEWAY CURB CUT. � WATER TEE W /CONC. BLOCKING ® CATCH BASIN r fIFE'f WJ SOLD LID O S BENCHMARKS REPLACE WITH CONCRETE CURB, GUTTER, AND ATPROXIMAi 1 ICAT IN ORIGINAL TIM Q S.S GO. #2, WITH CAST IRON COVER MARKED SIDEWALK TO GRADE E WATER CAP : �� EXISflli - q CITY OF RENTON BENCHMARK 1844. FOUND Y IRON .PIPE WITH CONCRETE. AND :I DOWN "SEWER". SEE DETAIL Q EL IN 4 09.38' T THE INTERSECTION OF 'NE SUNSET BLDV: AND DWALL AVE NE(138th AVE)' RIM 406.407 (MATCH FINISH GRADE) 1© LANDSCAPE WALL (MAX. HEIGHT 3') EL I L BM: ' �'''' I.E= 404.89 AS NECESSARY 3 ORIGINAL BM: © \ FOUND CONO.+kION N,1, CI -Y OF RENTON BENCHMARK .159. FOUND 4 X 4 CONCRETE MONUMENT WITH BRASS DISC �ICASLE:-: AND PUNCH, DOWN 0:7' IN: CASE AT THE INTERSECTION OF UNIONST. AND NE. 12th ST. S:S.M.H. #1 - C.O.R. STANDARD 540 C \' \. I EL - 415.95' SHALLOW ' "FLAT -TOP" MANHOLE. \ PROVIDE ADJUSTING RINGS AS NECESSARY '� y\ U6, 7BMC: TO ,MATCH EXISTING GRADE -' ' \' t ) NE ANCHOR BOLT OF LIGHT STANDARD LOCATED ON THE NORTH: SIDE OF :SUNSET BLVD. IN RIM= 410.Ot (MATCH FINISH GRADE) " i\ FRONT of BUILDING No. 4602: EL - 406.26 I.E= 404.21 CONTRACTOR TO UNCOVER EXISTING 8" I H )) - - - -- PIPE \ \ TOP SW CORNER, OF ECOLOGY BLOCK LOCATED AT THE APPROXIMATE MIDPOINT OF THE NORM `: - >i. PROPERTY LINE... EL 413.80' SUFFICIENTLY TO MAKE NEW CONNECTION.. 11 - " F -}�+ ' ` - NN EXISTING SIDE SEWER CONNECTION TO KING I =' , . n0a / J \ DATUM: AND BUNNIES'MAY NEED TO BE UPGRADED ,o$. - crm of RENTON (NAw ee) PENDING REVIEW OF ITS CONDITION: �} °_ CONTOUR INTERVAL =2' 4 REPLACE 45 OF EXISTING S S WHILE MAINTAINING I EXISTING SLOPE BETWEEN; I E s AT PIPE ':ENDS. I / 1 ✓ LEGAL DESCRIPTION' CONTRACTOR TO COORDINATE WORK.. WiTH C.O.R. I� - -... -.. -. / I \�P�+ "J"'Ct- T'°� .. ..... -`.:. .'...'.' ...'.. JOSEPH: P MARSHALL TRACTS MEASURED ALONG THE NORM LINE OF TRACT 11 OF + WESTERLY 110 FEET AS UTILITY DIVISION AND OTHER OUTSIDE UTILITIES AS I / ACCORDING TO THE PLAT RECORDED IN VOLUME 38, NECESSARY. REALIGNMENT OF SEWER' MAY BE �I \ $ OF PLATS AT PAGE 30, IN KING COUNTY, WASHINGTON: NECESSARY TO AVOID EXISTING UTILITY STRUCTURES. ` EXCEPT THAT PORTION CONVEYED TO STATE OF WASHINGTON FOR STATE ALL EXISTING UTILITIES TO BE LOCATED PRIOR II ; � F ROUTE 900, BY DEED RECORDED UNDER RECORDING NO. 7106070169 TO BEGINNING WORK. I i .= ;- EXIST. Sj \ ;� ' ' \;y.... MAINTENANCE RESPONSIBILITIES. OF OWNER I ------ - - - - -- I 065 STORM DRA'r'NAGE ; E 4114E fOPVr\ \ 4 OUT HFCNEC�ESTC =BASINS ANNUALLY FOR EXCESSIVE ACCUMULATION OF SEDIMENTS AND CLEAN PPE CALLOUTS I E a04.s� (; \ os \�� ` .. I o ..'.'.:.'.'.'. Q .. ......Try - PTM OF �TRU.,TI.RC �. 1\ \Gy.'...'... .. CLEAR DEBRIS. FROM.. CATCH BASINS AS NEEDED. o' 1 i= 403.87. r ❑1 31 LF. 8'e PVC ®1.615 I _ I I -. / \ \ ^ \ ` i� ' 3. THE PLAMING OF LARGE TREES WITHIN 10 FEET OF ANY DRAINAGE PIPING IS NOT ALLOWED. 1. \ -------- 3 5' SANITARY _L \ \ \/ .... \ 2 25 LF. 8"0 PVC ®3.925 I LN- PROJE ❑ ; - - .. - �+ SEWER EASEM I .'."...... i i ' \� �:::...�.... . o........�. � 14 LF. a'm PVC 0 11.11x. I ; � TACT. LIST: -_.,,. - '® OWNER: MIKE ON MIKE WATERS ❑4 80 LF. 8°0 PVC .® 0.5% I , ) ` \ �. � ..:..:.:.... '.:.:'':''' '.'... 1, 16446 S.E. JONES RD. Ty_`T ,, RENTON, WA 98058,. 0. \�...�... PH: 425 -351 -9397 4 \4 I � I Q illl _ - - 414-�1 i 0 -416- �2 rj I I I a vI 33 aW _ tort, CD 0 0 r.j mw�Olr'" I / X472_ _ _ _ u = �_s _;J \ 1."'... CML ENGINEER: KEITH- LTTCHFIELD, P.E. _ _ Ic'-= +•_��.95' 5l E ; PVC LICHFIELD. ENGINEERING - _ N D�'14�rJ� E 49.79 8�2 - 7 f IE= �;fi5.39' (S) 8! aPVC \ ..........'.'.'.'. .'.'. .. .'.'.'.'.'.. .. .. 12840 81ST AVENUE N.E. .. ..... ,.. KIRKLAND, WA 98033 - % -j -- - B -M IE= 405.39' PH: 425 -821 -5038 �� o - - - -- - - - -- 1 Nb114T5o'E ...... I - SURVEYOR: MEAD GILLMAN AND ASSOCIATES 4.... R� �- ... 44.62 :........ `.... /....... PO' BOX 386 ..�� ��} _ :. I6 5 r 3 ...'......... .. .. �....:.:.'�.'....... PH: 6W488 -1252 .............. 20' NGRESS /EGRESS ................... ......................... 2q 4 & ' . ....'...... . LY 4 . . AD \ ... 2 ..' . sb Oil N -1 �j .......... I (. UNLESS OTHERWISE *NOTED, ELEVARON's ARE FOR ° \. NOTE: U, PAVEMENT, GRADE. r JD .................. . . ".TIE 404 99 .. ... ..... . lE 1 rr I � i % w i 11 y FINISHED \ IT 3991} {E) 1'L MP1 ;£ iE 39900 W) 1 'C7iUP\ 0. ,9- 3.2�t 4 ! ,_j tt n o E.400.5.1.'.(W)'$'0CM '6 BTM- '0F.'STRUG1URE'JE' 97\73' °U. \......... M EEWf1t STUB OUT EXIST:: SA.MH'.'..'.. r - 0 11 ...'.'..... \. .. CM 2 Working Days Before You Dip 10 , -4 5. 0 t^ ..:.Tf =404 57' ..... . g 4,� =t �. , 3 \ 1E- 395:49:'. {1ya'.3B6. MP\ 1- 800 - 424 -5555 \ x FF ELEV. 407 59 , ` Q 1E= 395:3.7 ".'(NW)'.12 MP LIMIes Underground Location Center II 6 r' \ 8TM'OF'STRUGTURE 1E 9, 95' a - - - - v ;,. I 4. I e 2 \ N tTD.MT,NDpR,WA) 2 e :� .., /' ,�^,�, .� �, '.'EXIST:'SSMH...'.' .:1UDWT1'� J1 4 N 01'14'50" _ - - ; w E w 405 6 - - - .'. \;}.: \ -. - - -- 416-'- a 8YISI I n P (,n.1040 - w . ... .... .. .......... .. ... . . .......... ... i.'.. .. ... ........ O ad 77. ... :. -. Y.a.: ....,... 40 FH ... .. ... ... ^'. . :1'. 9. p6 ............ ... . ...... ..�5 .- .'.' ................. ..... ... ..... .......... ... .. .. ...: ......... .::.... ... L. YUJ4. 1 ... ..... � RECOMMENDED FOR APPROVAL .... r, .... . �'..... .. 98 I ... .. .... ... ... . E 0 4H. (E) 12 d::.'. BY: 2✓ DATE: O L9 .. ....... .... ... ...... IE,398.23' (W) 12'0:.'.' \. BY DATE T .... .... oWt� G gar! ixletle►, DATE: 10 d? BY E/ dn04il DATE: 60 SCANNED MAR 282003 v BOLL 1700 FIR NO 0 n Q h F Ll 6 U 0 N � o v � C. U w ro m s N N O 1 °.I o ° 0 m 1n W � N W zM00 Z wco 93 zm' Z >Q�tl W 4�� CQ q fro° wCj rrW O N F 1 w N J x � o E- F o a P ... LL ZQ <0 ZLI w 0) o UJI aW q: �^ IL IJ CO aW 3 3� W M 0 U YNz <Zµ �w 0 w Q CO SHEET 1 of 3