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Home My WebLink AboutzS-2829Setrn N N N �l 11 WIMP _0 _J80 • RECOMMENDED FOR APPROVAL 1�z MAR S 1 WAS N ✓' ER UTILITY DATE -61bm / 600(41 ----K-A-tth 8 Al WATER UTILITY DATE REVISION )JEC3 F �� vu LJL:��JL--j Ed r--- �r-IT, f� i_ VICINITY MAP (NO SCALE) FEATURE LEGEND BENCH MARK E- UTILITY POLE ANCHOR. S 12 RCP STORM DRAINAGE LINE SURFACE MONUMENT Q -.( SEWER MANHOLE ❑ TELEPHONE RISER • REBAR & CAP/ IRON PIPE O-'�.{ STREET LIGHT ASSEMBLY p WHEEL CHAIR RAMP X PK NAIL / TACK IN LEAD O CATCH BASIN OW WATER MANHOLE Ei HUB & TACK U1 SIGN S VEGETATION LINE 234 TAX LOT NUMBER A YARD LIGHT GRASS - -jTJ GAS VALVE CONIFEROUS TREE O CLEANOUT -c= =- GRAVEL AREA DECIDUOUS TREE MAILBOX EEI WATER METER WIRE FENCE LINE ROCKERY pQ WATER VALVE WOOD FENCE LINE Y� FIRE HYDRANT W WATER LINE o GUARD POST G GAS LINE 4 UTILITY POLE SS SANITARY SEWER LINE GENERAL NOTES %5 s2 1 UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE BASED ON SURFACE FEATURES, AND ACCESS POINTS SUCH AS MANHOLES OR CATCH BASINS, PAINTED LOCATIONS FOR BRYN MAWR WATER, ASBUILTS FOR RENTON WATER, ASBUILTS FOR PUGET SOUND ENERGY AND ORAL EVIDENCE FOR SEWER ON 80TH STREET. THE LOCATION OF UNDERGROUND FEATURES IS NOT GUARANTEED NOR 1108 IS IT GUARANTEED THAT OTHER UNDERGROUND UTILITIES DO NOT EXIST. wasN� HORIZONTAL CONTROL BASED ON CITY OF RENTON MONUMENTS #1853 AND #1056 (NAD 1983/91) VERTICAL DATUM BASED ON CITY OF RENTON MONUMENT #1919 (NAVD 1986) V y /I THIS SURVEY WAS PERFORMED WITH A TOPCON GTS 3 -C TOTAL STATION, AND RELATED SURVEY EQUIPMENT, AND MEETS OR EXCEEDS PRECISION REQUIREMENTS SET FORTH IN W.A.C. 332 -130 -090. 4 y 23169 p tea' THE SITE LIES WITHIN THE PLAT OF EARLINGTON ACRE TRACTS AS RECORDED IN VOL.15 OF 90 FGIS'fEP� d� PLATS ON PAGE 84, KING COUNTY WASH. ASS /ONAL G OVERHEAD POWER AND TELEPHONE IS SUSPENDED ON POLES ALONG THE WEST SIDE OF 80TH ST. EXPIRES 'Q AND THE NORTH SIDE OF S. 130TH. LOWEST FLOOR ELEVEATIONS OF ADJOINING PROPERTIES ARE SHOWN. wrsc n y N. CABBAGE, P-L -S scvE onr �' / "" CITY OF i NOV. 2000 -- =2 ,� 80TH AVENUE SOUTH �n. DMC �. R E N TO N JDH SEWER EXTENSION I 't� Planning/Building/Public Works Dept. DMC «. P J SCANNED JnI 2 v 2fi0' o�ao ROLL 173 18�O e i i c ^o y m � x � z N O z N V1 V �T ep �� vu LJL:��JL--j Ed r--- �r-IT, f� i_ VICINITY MAP (NO SCALE) FEATURE LEGEND BENCH MARK E- UTILITY POLE ANCHOR. S 12 RCP STORM DRAINAGE LINE SURFACE MONUMENT Q -.( SEWER MANHOLE ❑ TELEPHONE RISER • REBAR & CAP/ IRON PIPE O-'�.{ STREET LIGHT ASSEMBLY p WHEEL CHAIR RAMP X PK NAIL / TACK IN LEAD O CATCH BASIN OW WATER MANHOLE Ei HUB & TACK U1 SIGN S VEGETATION LINE 234 TAX LOT NUMBER A YARD LIGHT GRASS - -jTJ GAS VALVE CONIFEROUS TREE O CLEANOUT -c= =- GRAVEL AREA DECIDUOUS TREE MAILBOX EEI WATER METER WIRE FENCE LINE ROCKERY pQ WATER VALVE WOOD FENCE LINE Y� FIRE HYDRANT W WATER LINE o GUARD POST G GAS LINE 4 UTILITY POLE SS SANITARY SEWER LINE GENERAL NOTES %5 s2 1 UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE BASED ON SURFACE FEATURES, AND ACCESS POINTS SUCH AS MANHOLES OR CATCH BASINS, PAINTED LOCATIONS FOR BRYN MAWR WATER, ASBUILTS FOR RENTON WATER, ASBUILTS FOR PUGET SOUND ENERGY AND ORAL EVIDENCE FOR SEWER ON 80TH STREET. THE LOCATION OF UNDERGROUND FEATURES IS NOT GUARANTEED NOR 1108 IS IT GUARANTEED THAT OTHER UNDERGROUND UTILITIES DO NOT EXIST. wasN� HORIZONTAL CONTROL BASED ON CITY OF RENTON MONUMENTS #1853 AND #1056 (NAD 1983/91) VERTICAL DATUM BASED ON CITY OF RENTON MONUMENT #1919 (NAVD 1986) V y /I THIS SURVEY WAS PERFORMED WITH A TOPCON GTS 3 -C TOTAL STATION, AND RELATED SURVEY EQUIPMENT, AND MEETS OR EXCEEDS PRECISION REQUIREMENTS SET FORTH IN W.A.C. 332 -130 -090. 4 y 23169 p tea' THE SITE LIES WITHIN THE PLAT OF EARLINGTON ACRE TRACTS AS RECORDED IN VOL.15 OF 90 FGIS'fEP� d� PLATS ON PAGE 84, KING COUNTY WASH. ASS /ONAL G OVERHEAD POWER AND TELEPHONE IS SUSPENDED ON POLES ALONG THE WEST SIDE OF 80TH ST. EXPIRES 'Q AND THE NORTH SIDE OF S. 130TH. LOWEST FLOOR ELEVEATIONS OF ADJOINING PROPERTIES ARE SHOWN. wrsc n y N. CABBAGE, P-L -S scvE onr �' / "" CITY OF i NOV. 2000 -- =2 ,� 80TH AVENUE SOUTH �n. DMC �. R E N TO N JDH SEWER EXTENSION I 't� Planning/Building/Public Works Dept. DMC «. P J SCANNED JnI 2 v 2fi0' o�ao ROLL 173 18�O e i i c ^o y m � x � z N O z N V1 V rn N 00 N N FRI I • o h o x 1 o X 1 z �qN o w z N V, ® I� EX. MH STA 99 +06, 1' LT RIM= 2610.30 '' a MH #J 5TA- 11+ 1, 5 LT : � i= 8° raw 280 ..... .........i.. ......:.. _.:... .. . .....:...... ..:.........:......... ..- ... ".. ......... NEW..48 "- MH-- - --- - -_ - :--------- : -- -- - - - -- - -- -------- _--- - - - - -- . - - - - -- IE 8" SE o o� E... ................ IE 8 = 225014 280" f RIM = 260:0f lE 8" N =:251.20 - MH #2 SrA 10 +27 MK 1 STA:99 +68, 1'LT 270 ___. _ .. .... ".. -- Y E.B).T ... NEW 54" MN (T P i- n�. "... "... NEW 48" MH 270= .. ..:......... = R/M 2 Of 56. = 257.3± IM - lE 8" S - 250.60 z: _ 8" W - 250.J7 I w , - - _ lE: 8 Nw :250.70: , M E 3" NE _: 250.47:...... 260 .....: ....... 9 I �....... ........... .......:. 405 . LF .OF .8„ _ _ _ - -" -- - - -- = - -- - -- - - _ ... .. . - . . _ �'': ----- - - - - -- -: - .... - ..... - cl) _ w z 250. J I Q _ - - _ .. - �5 voF W SN <� y� y r 1 LF O PVC 0.49 33 LF OF 8" PVC 00 F" 8 °" 58 LF OF 8" PVC @ 0.49 " STORM. @ 0.4� 250: NOTE.' STORM DRAINAGE PIPES ARE IF LESS THAN 1 FOOT 240: 240 .....:.........:.........:... ..... ......:.........NO.T- SHOWN.IN.. THE. PROFILE.....--..........:........ ":._... "...:......- 2 169 I _.:......... .90.9 �° �e --- - a FG7STEP . FSS7oNAL�G -- - - -- -- -- - - - - _ - -- - - -- - - - - - -- -CF -CLEARANCE" "THEN - -- -- : -- - - -- - -: -- - - : - - - -- ......... . -- - - -- IT SHALL: BE THE: CONTRACTORS SEE CONSTRUCTION RESPONSIBILTY TO PROTECT AND /OR EKPIRES - NOTE #13 ON: SHEET 10 REPAIR ANY DAMAGE TO THE ......... _ ............ ........... STORM - SYSTEM THAT MAY OCCUR AS A RESULT OF WORK PERFORMED w N. CABBAGE. P.LS swF. tea„ "°'°,,",p°g�,i,�„ CITY OF 80TH AVENUE SOUTH NOV. 2000 a�K IN ASSOCIATION WITH THIS PROJECT. DMC .0 R E N TO N SEWER EXTENSION WWP ��_i�a� NO. REVISION BY DATE DMC APPR _ �`'"`r"'C0101n°-r - Planning /Building /Public works Dept. � 80TH AVE S AT S LANGSTON AND S 132ND ST ?a or10 S —ggggg t e ROILL , 173 181 o h o x 1 o X 1 z �qN o w z N V, ® I� I 11 00 �I o N N I 00 cDRB CV Lu n N rn ,..,I I f N In W, c l N N' O N r r I r :2F> O rn 4 1.1.1 GARAGE LL i i r. aNO Z Nom U I' _ O f � � r i I ` - � ^t - -- ASPHA \ - mr _ - _ . - -- - - - - - - - — - - a -- - - 0 ° T mH #s s 80TH AVE'., S. o - - -- o -0 ` V - s -_ i - - - -- - 2e - - -- - - -T- O O -i2 --------------- - - - - -- -- -- - - - - -- - - -- — -- — — -- — ) 8 THI A E�\ S. o 1 -- - -- -- -- ------- - --+-- - -- -- — `�� o -- - MH� #4 �- — f - - - -- - - -- - f �- f` p _ r rc A l( _1 , { rl I I THESE SIDE SEWERS AL(_ BE INSTALLED AT A SLOP 0 2% I Q� '-I ( FROM THE MAIN LINE 0 THE_ PROPERTY LINE. #13027 0170 I� CO �I n J -� j I FF EL= 281.20 #12841 O E I LOWEST GF EL= 321.83 N � o «) o r 00° �� I � O , a 3 s� +DO V7 4 31 CD I r vi >' I NOTE.• SIDE SEWER STUB INVERTS SHALL BE A MINIMUM OF SIX (6) FEET DEEP AT O ,4 THE PROPERTY LINE UNLESS OTHERWISE 441 NOTED ON THE PLANS. "03 19 +00 18 +00 17 +00 16 +00 15 +00 ------------------------------------------------- ------------------ fU- 330 340 - ---- - ---W:1-. --- 300 ------ 320 290 : : Z .. : -- - -- -- -- - - - - - - -- - - -- - _ - _ -_ JI- 108.5 IF U�_ - of 8» E'VC � 7249• - -' -__ �. 310 -.- -- -- -2:L.. 280 - - - -- - 226 2 4F - - �_, - 5 STA T - - -- MH 6f528, -5'LT 1 NEW :48" MH: MH 6 STA 18-1-83, O RT 12 = 301.0 F 300 NEW.48 " :MH ......:.........:.... .8 g - - - 300_. - E 8" S = 28 &.85 - - - -- -- - - -. -: .. --------------- 1 270 . ........................ ......... ........... .. ......... -----... .................- .. -.... ...... - RIM = 326. Of lE 8" N = 288.95 MH 4: STA 15+40, 5'L7 lE 8" S - 318.00 NEW 54" MH W1TH DROP lE 8`' E &W =: 288.95: RIM = 286.7± 260 NOTE. STORM. DRAINAGE .PIPES ARE. 290 ... .. .. - .:... - 290: - - : - - - - - - - - : - - - - - - - - : IE -8' S = 275..30. _ ....:....... . NOT SHOWN IN THE PROFILE. 1E 8" N = 281.00 IT SHALL BE THE CONTRACTORS ti HGR,1 /E 8" N = 275:40 (DROP) SEE DETAIL IN STANDARD GJ OF WASH - RESPONSIBIL TY TO PROTECT AND /OR h� <� "o . REPA.IR.A.N.Y- DAMAGE..TO- :THE .....:........ :......_. --- ....:.........:.........: - -- - - - - - -- - --- - - - - -- - - - - - - -- -- - - - - - -- - - -- - -- - - - - - - .. 280= PLANS OF SPEC BOOK z STORM SYSTEM THAT MA Y OCCUR N. CABBAGE, P.LS 1 „ -20, a ; r� I-.1 w NOV. 2000 AS A RESULT OF WORK PERFORMED 9oT F23169EO ee -- CITY OF 80TH AVENUE SOUTH l � °" DMC RENTON IN ASSOCIATION WITH THIS PROJECT �SSONAL�f`��JDH DATUU SEWER EXTENSION m" �° bMC� - Planning /Building /Public works Dept. S 130TH ST AND 80111 AVE S e EXPIRES - -. 3 ��10 NO. REVISION BY DATE APPR ^P°" P SQVMD JUL 2 7 LUUt- o, O- O g O 0 O R,qmw!LL 173 182 - e g s o b °c x 1 X z N o z N Ply 11 rn 00 N r- N a Q 1 ._ __ _ {II — --\ j _J S' THESE INSTAW FROM 11 0342 ROPER t -21 i I I I I I cfl WI W 2 1 W CZ,, J 1 2 I Q F_ � I I 0215 I #8024 LFF EL= 310.96 I 312.21 1 �j WALT 1 I )25 299.75 115 I v �'o NOTE: STORM DRAINAGE PIPES ARE y z NOT SHOWN IN THE PROFILE. IT SHALL BE THE CONTRACTORS 90 9F_ESTERE °a�Q F"SIGNAL G p6 Z REPAIR ANY DAMAGE TO THE EXPIRES L -o i #8015 AS A RESULT OF WORK PERFORMED wwp .27-jeag IN ASSOCIATION WITH THIS PROJECT A LOWEST FF EL= 287.84 5� =='I' m�?m - ?I O I ii 1 98 00 99 +00 100 +00 -- -- - -- - ------ --- 101 +00 --- -- - --- - - -------------- 102 +00 103 00 W 1 W. NOTE.- > ` - SIDE SEWER= STUB INVERTS SHALL BE A MINIMUM OF SIX (6) FEET _DEEP AT 1�� = a k 320 (n. ........ ... ... W. ............ ............................... k..- THE PROPERTY LINE- UNLESS O T-IER WISE ----- NOTED 0/V -THE PLANS --------- -- - - - --- -- -- - - --- - - - - -- ...:....... 320 Z: °m Lu 310 I = U. -- -------- - - ... ...... ........ - - 0 1 - :......... ...... ... ... ...... . ... . . . .. ....... ... ..... ... .... .. .. ......... - - - - -- - - -u) W _- - - 300 - - -- - - - _ - -- - -- - -- -. - - -- _. .. .. ..... ...... ....... .. ....... ....... U 1 _ . ... -..... . k --------------- EX 24" CM° I S Topm 1 31:1 LF OF :8'PVC 0 2.49 k 290 ..... ........ ....... .... ........ .. .......:. ... ....... ................:.............. �.... 241 LF OF 8" C900 PVC D 0. o ............ 2 MH #5 STA 99-1-9-5, 5'RT - - MH #7 STA 102-1-40 5 RT HEE 3) is EE S T 1 280 ... .......WRs SN� ...... ......._ — - — NEW 48 MH — RW 307.3± I .- .....2.8.0 ... v �'o NOTE: STORM DRAINAGE PIPES ARE y z NOT SHOWN IN THE PROFILE. IT SHALL BE THE CONTRACTORS 90 9F_ESTERE °a�Q F"SIGNAL G RESPONSIBILTY TO PROTECT AND /OR REPAIR ANY DAMAGE TO THE EXPIRES L -o i STORM SYSTEM THAT MAY OCCUR AS A RESULT OF WORK PERFORMED wwp .27-jeag IN ASSOCIATION WITH THIS PROJECT REVISION lE 8 E - 290.01: It 8" W = 289.91: N. GAB9AGE. P.LS 1.._20. .�, /,�, CITY OF 80TH AVENUE SOUTH TmNO 2D00 �DMC �. RENTON JDH SEWER EXTENSION _ Planning /Building /Public Works Dept. DMC S 130TH ST AND 80TH AVE S IATE APPR �`-""' �� 4 10 SC.MNEU AL Z? �!JP 1?, I S — 2 8 219101 z ROLL 17 3 18 3 e o o n y O m w' w � m 0 H w i z lv o z N \I 0 0) cli N #7806 N CL Z' FFEL=321.11 #7820 G180 I IF EL=318.49 f78 2 8 x" LOWEST FF EL=313 86 #7834 FF I IF IL=11411 GARAGE LA o c : q o z o 1Z ®I THE PROPERTY LINE UNLESS OTHERWISE Lu z NOTED ON THE PLANS. i B.M. RR SPIKE IN POLE-EL=307.40 IT 93+00 94+00 95+00 96+00 97 +00 < ------------------------ ------------------- -------------------- -- ------ < ZKY F- w w 320 < 111M lqw ---------- IE 'V 73 . ...... .......... 320. + -- -------- --------------- + ------ -- -------------- MH #10 --------- + ------------- I S. 130TH ST --------- --------- W" + o------------ 7 - - - - - - - - --- ------------ 0 - - - - --- ASPHALT PAVING ------- --- ------------- --------- ----------- --- TYPICAL MH #9 - -P --------- ---------- ------------------------------ 310 - --------- - ------- --------- --------------------------------------- ------- ---------- �RGP-Eb 0 1 F; ..... 310 THE -Sot SE -13TIJR __T_HIS�_ -BE FROM THEM NE -S. WjLL --IN S < (SEE SHEET z-, I WALLS 111'8,32 FF f828 #7835 IF EL-292.02 A-- "0A1 Icv 30& CONCRETE I L NOTE.- SIDE SEWER STUB INVERTS SHALL BE 4, nf% ........... ......... A MINIMUM OF SIX (6) FEET DEEP AT 'l/ Z' J/ It Lt- Ui-- & P I/C 9 1.9 o c : q o z o 1Z ®I THE PROPERTY LINE UNLESS OTHERWISE NOTED ON THE PLANS. 93+00 94+00 95+00 96+00 97 +00 ---- ------------------------ ------------------- -------------------- -- ------ ZKY F- w w 320 111M lqw u)_ 1 . ...... .......... 320. -- - - ----------- - ------------------------ -- -------------- -------------------------------- - ....... . ......... Lu 310 - --------- - ------- --------- --------------------------------------- ------- ---------- ....... ................... . ....... ....... ........... --------- 0 1 F; ..... 310 < 300 30& .. ................ ......... ........................ --------- ------ ........... ......... ----------------------------------------------------- J/ It Lt- Ui-- & P I/C 9 1.9 MH #10 STA 93+65, 5R T MH 9 S TA 96+80, 5RT 1 290 290 -NEW 48'- MH .................... ------ --------- ----- ---------- -------------------------- ..... ... MH ... . ......... --------- --------- NEW 48": .......... RIM 310.7± RIM = 304.8± 1E 8": E = 302.70 1E 8" W 296.86 - 1E 8 296.70 280 GE PIPES ARE ... NOTD� ... STORMDRAINA ...... ......... ...... ... ...... :.. .............. ....... ...... .. - ------- - ------ --- --------- --------- -------- --------- - -- ----------_ -- -- - - --- ------ ----------- ------- - ..... ...... NOT SHOWN IN THE PROFILE. li 0 [?,V IT SHALL BE THE CONTRACTORS RESPONSIBIL TY TO PROTECT AND /OR ....... REPAIR ANY -DAMAGE..TO. .7HE_:.. ........ ---------- --------- -------------- -- — --------- --------- _--- --------- _- ............. 11OV. 2000 STORM SYSTEM THAT MAY OCCUR AS A RESULT OF WORK PERFORMED -23169, Q_ 0'�'&' GISTV N. CABBAGE, DMC P.LS I-AR CITY OF BOTH AVENUE SOUTH HIS PROJECT IN ASSOCIATION WITH T `ONAILS�l _JDH RENTON SEWER EXTENSION w [EXPIRES k-jt-C, 17 DMC L'_AlV7—____' D T Planning /Building /Public Works Dept. SOUTH LANGSTON RD AND S 130TH ST 10 Wvv,* -J7--?8r9 NO. REVISION BY DATE APPR IH— 5 SCANNE0JW cll__)'.jS —j2j8j2F9 a R LL 173 184 o c : q o z o 1Z ®I 17 3 18 5 o D m b � x 0 k z °z N N 00 N r- N a. MH #11 \y y / 2 / #7850 ' , L FF= 280.83' .. s-� _ _ 00 lam - ri ' M/#Y.S ' / - n- : v r COt MH #12 �ar�_ Iw sr =2ez9' / W / NOTE- SIDE SEWER STUB INVERTS SHALL BE A MINIMUM OF SIX (6) FEET DEEP AT THE PROPERTY LINE UNLESS OTHERWISE i NOTED ON THE PLANS. l/ / 14 +00 ....... 13 +00 12 +00 11+ 00. ----- . .--- "--- ......-"-- "-- -------- - -- 10+00- - .11.71. LF OF 8 PVC ---"--------------------------------------------------------------------- MH 13 STA 13-1-55.77, 0'LT (9 1:0% BETWEEN MH #12 & MH #I3 MH #12 STA _13-1-55.77, 15.71 L T NEW .48" MH : - - NEW 48" MH - - - S%482907 ......:.........:.... _ ... - ..:..290.. RIM.. - ..2.72. J, . ...... ......... . - ......:...... - ..:. - .... RIM = 272:3f - - - - lE 8 ": SW = 260.22 /E 8" SE = 260.00 MH #11 STA 10 +62.83,: 15'LT !: IF 8" NW = 260.32 /E 8" NE = 260.10 NEW 48" EXTRA SHALLOW MH OVER EXS TING: LINE - 280 -- - - - ........ .............. ......... ........ _ .......... RIM =: 260.3-1-: IE 8" :N = 256.46 270 - .. -- 6 ( ) I _ _ IE 8 E .3 IE 8 NW 25E 46 EXST - - ..." S - 256 EXST -. _. - - -- - -- -- - - - - -- -" - - -- -- - - - -- - - -- 17g LF 260...E W .... B.PVC . © "3Sq ...... -- -_ -- ... - -- - - -- r� , ------ -- . . xJ CR:__ _ 288.94 LF OF 8'PVC Cam? 1.23q -- - U1 2 �L'CB 00 W y – , 1 250...1. Z .......:. ..... .:..... . ...:.........:.. . ..... . . ..... ...I't a4 <vd 202 � " - - - - - EX C6 .. :.... E 1.2. ". N N ^1 258.12 . I NOTE.• STORM DRAINAGE PIPES ARE �: _ 2 "'` - n -RIM = ?6. 5 E 12° SE = 258:62 Huk NOT SHOWN IN THE PROFILE. 'Y °Fw r E 2�" N - 256.65 sv� �'� IE 24" SE:- 256.65: IT SHALL BE THE CONTRACTORS : Q - : - ... .........:.........:.........:. - - - RESPONSlBILTY TO PROTECT AIUD /OR g " "" �H w NEIL CABBAGE, RL S- 19� % r ,fl /1+E 231696 �P ' •� =2D xar¢orrtu= xen �sas /�sv� fY CITY T O REPAIR ANY DAMAGE TO THE G /STEP 80TH AVENUE SOUTH STORM SYSTEM THAT MAY OCCUR �SSrONALG °""G R E N TO N AS A RESULT OF WORK PERFORMED EXPIRES . -p p` o" -Arurs SEWER EXTENSION IN ASSOC /AT /ON WITH THIS PROJECT. DMC f- { Planning/Building/Public works Deft SOUTH LANGSTON RD AT S 132ND ST AS - NO. REVISION BY DATE APPR "' LL 17�3 I 8�6 SQMNEO J d L z u:,C ✓], S — .. .. a s.. 290 280 270 260 250 NOV. 2000 o h o o X z N c z N ® I rn N 00 N I` CV IN mtio n WWP 27 -8819 0 - -- - - - - - - — - \ \; �''.. � ; -% , -'/ _� __ -- - -._._� - __.- ._ - - - -- - ___.__ _ �xr.`cs.c -cs� ,- 71r;• -r �I II � _ _ 1 �i t� Y a x ' I 345 WALLS -- - - I THESE SI E SEWERS SHALL BE - / 7'29Q64 �. _ FROM TH AT A ELOPE OF 2� J1 I NE LINE TO THE :F %828 s FF EL= 292.02 �- - FF 83 UJ42 PROPER LINE. 7835 FF NGS \ Nv �� D - CID W I I I J _�. {J� - o n \ \ o z v NOTE: SIDE SEWER STUB INVERTS SHALL BE KJ A MINIMUM OF SIX (6) FEET DEEP AT THE PROPERTY LINE UNLESS OTHERWISE MATCH LINE SHEET 7 NOTED ON THE PLANS. 16 +00 15 +00 14 +00 --- ..... ......... ....... ... MH : #14 STA: 15-,`38.77, 0 LT : NEW 54" MH RIM = 279.5-± _ .....:......... - - .... ....... - -- - - -- - - 1E..8" SE - _.:273.50 - LLJ I� - - -- : -- - W 280 - - -- -------- - - - --- - t ................ ............................... - -- - NOTE: STORM DRAINAGE PIPES ARE NOT SHOWN IN THE PROFILE. 1 IT SHALL BE THE CON TRAC -TORS i J 270 .......... RESPONSIBIL TY- TO PRO -TECT - AND /OR - - t = . . . REPAIR ANY DAMAGE TO THE - - - - _ - - - _. _ -_ -_ _ STORM SYSTEM THAT MAY OCCUR j < : AS A RESUL T OF WORK PERFORMED: i 260 _...:. .....IN ASSOCIATION- WITH - -THIS PROJECT :...... ... . . . .. .. - - - -I- - -- -- ------- - - - - -- - -- - - - - -. --- - - - - -- ....... ....... E - - -- ---- - - - - -- - - ---- - - - - -- - ...... ....................... ............ HOP?, vS` pf Wi s P j h 23169 � �P g9ok Fc1STEaE d0 FSSIONAL ENO EXPIRES - -b N. CABBAGE, P.L S =20. � , „�, CITY of 80TH AVENUE SOUTH NOV. 2000 JD" -� RENTON DATUM � �DH SEWER EXTENSION -DMC swa I � Planning /Building /Public Works Dept. DMC SOUTH LANGSTON RD AT S 130TH ST REVISION BY DATE APPR+@ ROLL 173 187 ja 2101 S- 12B200F7 I o o � � a � � X z N C z N C� N 00 N N a WwP —1' — 28,29 a RECOMMENDED FOR APPROVAL WASTEWATER UTILITI DATE WATER UTILITY DATE REVISION )i E \�J i %- ,, A K-l"INiTY MAP (NO SCALE) FEATURE LEGEND 0- BENCH MARK E— UTILITY POLE ANCHOR S W RCP STORM DRAINAGE LINE IN SURFACE MONUMENT O SEWER MANHOLE ❑ TELEPHONE RISER • REBAR & CAP/ GRON PIPE � STREET LIGHT ASSEMBLY O WHEEL CHAR RAMP x PK NAIL / TACK IN LEAD ❑ CATCH BASIN O WATER MANHOLE O 234 HUB & TACK TAX LOT NUMBER( Q SIGN YARD LIGHT \ —��L� VEGETATION LINE CRASS N GAS VALVE CONIFEROUS TREE O CLEANOUT (RAVEL AREA DECIDUOUS TREE MAILBOX ® WATER METER WIRE FENCE LINE ROCKERY IN O AS -BOIL T AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY HENRY W. COATES OF COATES SURVEYING SERVICE a., N. CABBAGE. P.LS DMC owAc JD DMC BY DATE APPR T WATER VALVE WOOD FENCE LINE FIRE HYDRANT W WATER LINE GRAIN POST G GAS LINE UTILITY POLE SS SANITARY SEWER LINE GENERAL NOTES 5- 06 % 4m q UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE BASED ON SURFACE FEATURES AND ACCESS POINTS SUCH AS MANHOLES OR CATCH BASINS ION PAINTED LOCATIONS FGM BRYN MAWR WATER, ASBUILTS FOR RENTO:N WATER, ASBUILTS FOR PUGET SOUND ENERGY AND ORAL EVIDENCE FOR SEWER ON BOTH STREET. THE LOCATION OF UNDERGROUND FEATURES IS NOT GUARANTEED NOR IS IT GUARANTEED THAT OTHER UNDERGROUND UTILITIES DO NOT EXIST. HORIZONTAL CONTROL BASED ON CITY OF RENTON MONUMENTS 11853 AND /1056 (NAD 1983/91) VERTICAL DATUM BASED ON CITY OF RENTON MONUMENT 11919 (NAVD 1988) THIS SURVEY WAS PERFORMED WITH A TOPCON GTS 3—C TOTAL STATION, AND RELATED SURVEY EQUIPMENT. AND MEETS OR EXCEEDS PRECISION REQUIREMENTS SET FORTH IN W-A-C. 332 - 130 -090. THE SITE UES WITHIN THE PLAT OF EARLINGTON ACRE TRACTS AS RECORDED IN VOL-15 OF PLATS ON PAGE 84, KING COUNTY WASH_ OVERHEAD POWER AND TELEPHONE IS SUSPENDED ON POLLS ALONG THE WEST SIDE OF 80TH ST. AND THE NORTH SIDE OF S 130TH. LOWEST FLOOR ELEVEATIONS OF ADJOINING PROPERTIES ARE SHOWN_ CITY OF 80 i H AV' LE,VUlE S%rJ%UT H RENTON EXTENSION Planning /Building /Public Works Dept. SEWER EX 1 ENSION SCANNED SEP 13 2002 S _ T 8 E • a r Kc--ammaLL 176 1�8,t-'O R' F NOV. 2000 rnneonc rn N 00 (V CV a I iHr eorH AVE s & s 132TO sr j STA 10+00 BOTH AVE S STA 100+00 S 132NID S1 — 14 +00 13 +00 280 270 .....:. ........ co w 260 ............... w M. -4-85-LF of- 398 8'p- w NOTE.• STORM DRAINAGE PIPES ARE 5909 7i NOT SHOWN IN THE PROFIL=E. . .......... ...... IT SHALL BE THE CONTRACTORS Q RESPONSIBILTY TO PROTECT AND /OR < REPAIR ANY DAMAGE TO THE 240. STORM SYSTEM THAT MAY OCCUR AS A RESULT OF WORK PERFORMED ........ IN ASSOCIATION WITH THIS PROJECT. wwP- 27 -=8v AS -BOIL T AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY HENRY W. COA TES OF COA TES SURVEYING SERVICE NO. NOTE. SIDE SEWER STUB INVERTS SHALL BE A MINIMUM OF LINE (6) FEET DEEP AT IS.M2847 THE PROPERTY L /NE UNLESS OTHERWISE NOTED ON THE PLANS 12 +00 11 +00 10 +00 80TH AVE S 100 +00 S 132ND ST 99 +00 ----- ------ --------------- ---- - - - --- -- - -- --- - ----- - - -- -- -- ----------- - ---- -- --- - --- ------- --- -- --- --- - -- -- -- - - ------- - - - ----------------------- ll +38.2 4.8' LT - MH #3 STA: 44- -5'L -T _ _MH_ fl STA 99!6* ?= - _ 99 +33.5 27.8' _RT .........NEW .48- -MH -- -- - - - -- ----------- " - ----- -- -- -- .. . - NEW 48 MH RIM =� 260:23 RIM = �T� 260-49 - lE 8" S = z 8 250.98 10 ±27.4, 5.4' LT IE 8" W = 299.4;i 250.28 - 9+-2- T 1E 8" N =.251.26 251.08 MH #2 :STA # TAT 25 - = NEW 54 °- MH.(TYPE B) - - - -- - --- - - - - -- --- - - - - -- - - - - - -- = - - -- - - - - -- lE 8 NE 0 28 �- - - z7o RIM = 255.88 v' ., ; ? 1E 8" SW = -r � 250.43 Z 50.:70 2 _ lE 8" 50.53 260: - - -- c�� .............. - ......... ....... - - -- -- - -- - - ----- - - - - -- - - - -- - -. - - -- -- �$9- LF OF 8" PVC � $f� 250 107 0.419 : /� 78 3rLF OF 8" PVC / = = ®B: 44 a 199 IF LESS THAN 1 FOOT 240= OF -CLEARANCE THEN. ..... . SEE CONS7RUC77ON NOTE #13 ON: SHEET 10 N. CABBAGE. P.LS CITY of 80TH AVENUE SOUTH NOV. 2000 DMC JDH ,.\ , REN TON SEWER EXTENSION " DMC ~ " - I Planning /Building /Public works Dept. $0TH AVE S AT S LANGSTON AND S 132ND ST REVISION BY DATE APPR _ � 2 X70 If i S - S19- /1 SCANNED SEP 13 2092 KOLL 176 rr. cm m CONCRETE CURB (TYP) I' O/ I - S N m cm 0227 o I i n j W W t / N DOW N I Q I I 1 d -_ � N O I I I � "i O a O f/i ;X< W GARAG R I I ern$ Z IE- 308.63 _ `I I i Oil „m a l ASPHALT 12 "RCP- - WAf - WM - 12" DI WA R "' g - - - m �- �___- \ \ L N r7 I o p I 00 I r 1 / - - My * 80TH AVE S _ 1 I ' \ \ S 2� — - - _ m \ \ 80TH�AVE S o � — MH05 _T— r —T _ MH Ri — 2 _ _ _ - -- c � I 12" -G - - -_ C -- IE= 321.62. \I' � � � I � � I I � r � _ _`__F2 "R -285 E- 63 �--- - -i2 RP Nn,,, T I^ I f Q W V I I I li THESE �E g�IS BE ' n � I !!STALLED AT A 29 "i Q FROM THE YM! 0170 ^ M c� - Q Lw- / - #13027 00 u I I I FF E1 =281.20 I #12841 @ �4 3I j I I LOWEST FF EL= 321.83 o 0 J to O N_ wl 3 I Y tom r_ 0330 — � I � t ID V) - NOTE"" SIDE SEWER STUB INVERTS SHALL BE 6 D K P P A MINIMUM OF SIX (6) FEET DEEP AT THE PROPERTY LINE UNLESS OTHERWISE NOTED ON THE PLANS. ... ...... 19 +00 .......................... 18+ 00... ......................... - - - - -- -- -- - -- 17 +00 - -- ---- - - -- ------------ ------- - - --- 16+00 - -- - -- -- - ---- ------ -- --- ---- ----- -- ------ 15 +00 330 0 �� 908 � 300 ....... ............... .......................... - LLI- C/} LLt NOTE.• STORM DRAINAGE PIPES ARE 320: 290 : z; 290 NOT SHOWN IN THE PROFILE. —:... ..... ..... ..... - .... - - - -- ----- - -- = -- - _ - - - - -- - - -- -- - - - -� - - -- 09 IT SHALL BE THE CONTRACTORS - —LF OF 8� F,VC 73D9 RESPONSIBIL TY TO PROTECT ANDIOR r- REPAIR ANY DAMAGE TO =THE 310 22S 310 280 5 6 280 — — ff3,5, STORM SYSTEM THAT MAY OCCUR: - ... � � T _ — _ �F OF MH 5 STA 16i&2-.& z§!T— �_ AS A RESULT OF WORK PERFORMED 18 +82, 0.3'L T 8„ P 7 NEW: 48" MH IN ASSOCIA TION WITH THIS PROJECT. MH 6 STA �° 'TO r�r, —^;rr : VC p 2 94q _ - . - .. 300 _ - ........NEW .48" My 300 /E — 270 RIM = 326.05 ... — lE 8" N 9i 6f — t5 +.4fl 2S'LF - - 300 93 _ _ 2888-5 288:18 lE 8" D3fi° 66 317.40 : = 5 288.28 MH STA + + =4 T lE 8 n E &W =: ° °zoTT 95 288.28 NEW 54" MH WITH DROP 290: _ . 290: . - - - IE 8' - S = . ,�. 274.7-7 IE 8° N = 281 -.00 274.87 lE 8° N = 2 5�B (DROP) SEE DETAIL IN: STANDARD -.... 280: 280 22 PLANS OF SPEC. BOOK N. CABBAGE, P.LS B8S2 "" V CITY OF NOV. 2000 -2D " RENTON 80TH AVENUE SOUTH AS -BUILT DMC ..0 AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY JDH I o;a uM SEWER EXTENSION O1 DMC \- - Planning /Building /Public Works Dept. HENRY W, COATES OF COATES SURVEYING SERVICE S 130TH STAND 80TH AVE S N0. REVISION BY DATE APPR � 1 -.m R"`"C°'�""' - -Z sac,: 3 -10 SCANNED SEP 13 2002 R L 176 FR 1-11 s � ■ 1 z 0 n Q 0 1 o X N z z N C� ti 9 (I N I II t ^7 0175 O N i I I tV 7844 #12853 #12852 W a LW 0176 FF#EL= 316.92 LOWEST FF EL= 313.36 �-'' m FF EL =379.06 (j cl) I I O _ Z m V ! J J #7840 D U FF EL= 317.42 ' , l I m I QGARAGE CB19 N °t4 � 0171 I �l #12857 I 0226 0220 FF EL= 308.01 N I I o #8012 [��MT6�53 ii. —r i _ I GATF VALVE CHAMBER #8024 117 +00 � CBS ' CONCRETE WALK C86 ,� �.. — - I iE =300.99 - _ Z __ \� C�Lx� SET BM R/R SPIXE EL =31221 m ,1A _ , yjlpl'{{ IE 299. S �.- �? iF= 299.Sf WrM_., M - - 1 / - ✓i '99 SF + — g� \ `X- 4" STEEL WATER WM 2 "RCP — _ I O i _ _ — WM + r o 2 _ n — — — — +o (° yrE'i 2 R -- - - -� —_— — S 130TH ST _ _ _ _ ,� + r— o M O ri ? , , ( 300 - -. 30 f7 — z- - 0 -- S 130TH ST _ — ', 294.55 — —�- _ IE= 297.59 FROM T SEWERS � I 6342 PROrR / I ; #7845 �' I 1 INTERSECTION S 130TH ST & 80TH AVE S N _ FF EL= 7-91.7-6 100 +00 S 130TH ST I - . I T 16 +00 I 16 +58 BOTH AVE S 29, � GARAGE #8025 .. FF EL= 299.45 THIS SEE SEWER SHALL BE _ RMALLED AT A SLOPE OF 2% FROM THIE UAN LBE 7070 THE FF EL- 299.75 0320 0325 O A� #7855 FF EL= 284.61 t 52 #8015 z� i nwST FF 0 0 y �' I I EL =287-84 m ........tfT ................. 98 +00 99 +00 100 +00 101 +00 102 +00 103 +00 ................ ... " - --- ------------- -- -- -- - -------------------------------------------------- w NO:TE.• SIDE SEWER: STUB INVERTS SHALL BE _: > A MINIMUM OF SIX (6) FEET DEEP A T Smm,2R2906 320 �: a THE PROPERTY LINE: UNLESS: OTHERWISE 320 - _ .... ......... Z: NOTED Off THE PLANS _ ao Lu 310 U ....... - -- --- - - -- - � �. �. Lu 300 .......... - � .... ................. ... .........._ U ---- F- Z 529 - < 311 LF OF:B'PVC ®#g,� . 9 290 4r�r 242 24� LF OF 8 C900 PVC =290 NOTE• STl?RM DRAINAGE PIPES ARE NOT SHOWN IN THE PROFILE. MH 5 STA 99 +95, 5 RT 102 +41, 5.2'R IT SHALL BE =THE CONTRACTORS (SEE SHEET 3) MH 7 STA 102 +40 5RT 280 ... RESPONSIBIL TY . TO. PROTECT AND /OR .. .:..... _ .... .........: NEW 48" MH — . — . - ....: :280. . REPAIR ANY DAMAGE TO THE RIM = 6�- 307.69 STORM SYSTEM THAT MAY OCCUR It 8" E = X96 ei 289.74: AS A RESULT OF WORK PERFORMED 1E 8" W - 289-W 289.64 IN ASSOCIA TION . W1 TH :THIS. PROJEC.T.. N. CABBAGE, P.LS , CITY OF 80TH AVENUE SOUTH " °" z ° °° W— ,O— =7 -28 :9 AS —BOIL % DMC RENTON JDH SEWER EXTENSION AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY G I �" Planning /Building /Public Works Dept. HENRY W. COATES OF COATES SURVEYING SERVICE NO. REVISION BY DATE APPR S 130TH STAND 80TH AVE S Q - 4 °`10 -- 'l—n'% °CSCANNED SEP 13 M IA TM V / `I & 176 FR' 1 a z c [s > a v Q c �r _ wi X l�r z z � CJj i i cm o n 1 z 0151 N / i / 0195 0190 0191 d / #7806 FF EL= 321,11 #7820 0180 GARAGE FF EL =3 8.49 #7828 / FF EL =322.28 LOWEST FF EL= 313.86 � #7834 FF EL= 314.25 GARAGE j FF EL= 317.24 V) W C62 Z CBt B.M. RR SPIKE M POL —EL= 307.40 FT it 311 a- Q ik. - 30802 � Nv= .32 309 .` •._ �.' �+ t \)•+ \ - _ —_ _____ ----- -12 "RCP - - ---- -_ - - - f m�- __ ____ 12.. � \O � IE— - 303.35 —�� M + Z _._ WM -- WM -.WM RCP - ______________ fl- ___ - - -11R P V / IE= 302.73 c - -- -- _ -- _ — A b O + WM - ------ Mil #10 + — — — — wM ae-- - - - - -- -- + _ + T - - - - - -- <— WM S 130TH S PAVING TYPICAL ® -- - - - - -- — — MH#9 N o = _---------—----- - - - --- - �� WI FROM THE�IIAF�tN�S. (SEE SHEET FP \8 8 #7835 S P5P P E FF EL 29202 NOTE- SIDE SEWER STUB INVERTS SHALL BE \ �., / �� L — _'� `r A MINIMUM OF SIX (6) FEET DEEP AT THE PROPERTY LINE UNLESS OTHERWISE NOTED ON THE PLANS. 93 +00 94 +00 95 +00 96 +00 97 +00 - -- -- ------- -- - - -- ------ -- --- ----- ------ -- ---- ------------------------------------------------------------------------------------------- W 320 _ W _ 320 cl) .............. - --------- - --- -- - -- - -- -- -- -- - -- - ---- -- - -- ----- ---- -- - - -- --- --- - - -- - - ---------- ------ - - ------ - ----- -- --- --- ------ -- W Z NOTE. : STORM DRAINAGE PIPES ARE 310- 310 NOT SHOWN /N THE- PROFILE... -. ... - ......... - - - -- - - - - -- -: -- ---- - - - -I-- -------- IT SHALL BE THE CONTRACTORS : d 5_ RESPONSIBIL TY TO PROTECT AND /OR REPAIR ANY DAMAGE T0= THE 300: 300 STORM SYSTEM THAT MAY OCCUR - - - - - - - - - - - - - - AS A RESULT OF WORK PERFORMED 1 LF 8 P 31 OF t/C 93 +64.5,: 5.9 RT : 1.798; 96 +79.3, 4.9 RI IN ASSOCIATION WITH THIS PROJECT. 290 MH #10 STA 93 +65, 5RT MH 9 STA 96 290 NEW 48'. .MH ...... ........- -- : ..... -NEW 48 °MH - -- - - ------ -- - - - -- RIM = Z� 310.34: RIM == 304.81 lE 8 E = 36z �8 30 1. 94 1E 8° W = 0 296.31: 1E 8° E = X76 296.21: 280 ............... ........... -- ...... - - -- - - - - -- ... ... ............... - .. - .... - - - -- - -- - - - - -- -- - --------------- - - -- - -- - - -- -- - - - - -- - - - - - - - - N. CABBAGE, P.LS 1 " =20', ,; CITY of 80TH AVENUE SOUTH AS —BUILT ` /'�' NOV. 2000 wwP- =l_�8 :y �°MG RENTON AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY ��" �� DATUM SEWER EXTENSION DMC ""i wsc Planning /Building /Public Works Dept. HENRY W. CDATES OF COA TES SURVEYING SERI/lCE No. REVISION BY DATE APPR SOUTH LANGSTON RD ANDS 130TH ST s x_10 SCANNEl7 CEP 13 'cwij} LL 176 FR' ll �I z c cs � 1 N x N z °z N i 0 I N a w \ LLI N _j F- S6 \ (1Tti \ 4 0.96 o2os \ \ #12845 FF EL= 319.90 \ \ GARAGE = 312.00 \ p BENDS T —� � �� J C_� I l ?SP1ALi ISLAND - 0o IE- 309.22 o $. + ;^ — 312 _ . - _ _ S. 130TH sT. -ANf S,RjPjNC - - - -- o,: 310 rI THESE SIDE SHALL BE J I INSTALLED AT A OPE OF 2% FROM THE MAIN JNE TO THE PROPERTY UNE. 8047 # #8035 LOWEST FF EL= 297.20 - #8055 LOWEST FF EL= 298.37 \ \ ° LOWEST FF EL= 300.15 0306 0300 \ ' G z I 0310 c > m v I \ Q c 2 103 +00 104 +00 105 +00 105 +00 ca X x N NOTE.• SIDE SEWER STUB= INVERTS SHALL BE A MINIMUM OF SIX (6) FEET DEEP AT _ 5-28200E z 320 - -. THE- PROPERTY -LINE UNLESS - OTHERWISE....:.. __320 -- - - - -. : - - - - -- - - - -- ----------- - - - - -- -- -- - - - - - -- -- - ----- - - - - -- - - - - -- - - - - -- - - -- - WN O TED ON THE PLANS. w NOTE.• = STORM DRAINAGE PIPES ;4RE 310 _ U) NOT SHOWN IN 7HE PROFILE. - - - L e-E- -THE - IT -BRAE CONTRACTORS - - - - - - RESPONSIBIL TY TO PROTECT AND /OR _z J REPAIR ANY DAMAGE T0- THE 300 _ U 300... STORM SYSTEM :THAT MAY OCCUR - - ..... - - ..... AS A RESUL T OF WORK PERFORMED - - 284 0:749 IN ASSOCIATION WITH TH T. IS PROJECT -206- LF OF 8 PVC 0 $.a$ t� 290 ....... ......... ....... J -7:R -T ..... ....:290 ....... ti MH :/8 STA :105 +30,:�?F - - NEW 48 MH i 280 RIM = 3fi�� 312.00 IE 8" W = 292E 25 291.85... ... ..:2.. - :........ - ..... _ .... - ...... - - :.. . w�►p -a7- 4-80 AS —BUILT NL CABBAGE, P.LS °�" oMG wu� ,s'ni�7,sn, , _2D NOV. 2000 .. CITY OF 80TH AVENUE SOUTH AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY "JDH DaTuM ' RENTON SEWER E)(TENSION - HENRY W. COATES OF COATES SURVEYING SERVICE oNC_ NO. REVISION BY DATE APPR `"-'' �� Planning /Building /Public works Dept. S 130TH ST _ �r 6 10 Y � e a (� SCANNED SEP 13 2002 �' - =c? '`%a E S — 2 8 2 0 i R LL 176 FR' I .8 ± r N_ N n N a I_ #7850 FF= 280.153' l \ 1hy < i 14 +00 13 +00 .......................................... ...... ......................... 13 +56, 14.71T MH #1J STA 44 ;Z' 'LT NEW -48" MH f I MH 00 1t II i P, C B"1 tJ cBr3 Lsew RD &s132ND ST ' �rP 0+00 S LANCSTO i RD 1013+ S 132ND Si i N I MH jl1 N I M i MH /12 I ' I r I 5=� I I I I I IERTS SHALL BE FEET DEEP AT JNLESS OTHERWISE S 12 +00 11 +00 10 +00 ------------------------------------ 11-159, 20.61T 10+92, - 16.71 T = MH fl2 STA 5.;Zr-c,- : MH _ #11 STA= 10 ivra°? 1s'c'r NEW 48" MH NEW 48 EXTRA SHALLOW MH .......: 2so ....RIM =.. x27243 - - .. ... ..... RIM- _ �?�� 265.11 O OVER- - L /NE EXSTHVG - - 290 2-65.68 SE IE 8" SE = 268:86 26a51 RIM: _ ''ter 262.23 ( 1E 8" NW = :�1 6132 265.78 1E 8" -IE = :'68;-18- 26a 61 , _ �, ,E S" ,1, - 258.68 NOTE_• STORM DRAINAGE PIPES ARE 280 - - _ ................ NW f lE 8" NW =- zn5&46 {EXST) 258.68 NOT SHOWN IN THE PROFILE - (,E--X- $� ?ter ST !E SE - ) 5--8-.-68 IT SHALL BE THE CONTRACTORS RESPONSIBIL TY TO PROTECT ANDIOR :178 REPAIR- ANY DAMAGE- TO THE 270 _ 4r?9--LF. pF. 4.15 8'P VC X36 ... ....... ....... .. - . ...... . 270 STORM SYSTEM THA T MA Y OCCUR: 193 AS A RESULT OF WORK PERFORMED IN ASSOCIATION WITH THIS PROJECT.!0 00 LF OF B,PVC 2.639 260 F- LtJ" - - N 250.:2... W ..... ..:.. . . .. 250 AS -BUILT NEIL CABBAGE, P.L S. ' " =20' xazanu: .+n / +ss+ r (CITY O� l 80TH AVENUE SOUTH NOV. 2000 AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY oMG RENTON SEWER EXTENSION °^^ JDH HENRY W. COATES OF COATES SURVEY /NG SERVICE on+c L I ^ *� DATUM � Planning /Building /Public Works Dept. NO. REVISION BY DATE APPR r � - SOUTH LANGSTON RD AT S 132ND ST 7 X10 SCANNED SEP 13 2002 S _ 8 -RlqmwLL 176 FR' 1 z c cc E� Q m v r � ° = N X N z N N a 'J I� 0 rn N _ N -- - -- WALLS THESE SEVAEM -- \ -(- AT SLOPE OF a i &32 �Ftt� �uw LIE TO THE FP 064 42 LINE, \ ` f7 #7835 0� 9 �� EL= 29202 G �Q v FF U) � P Fr +- Nos 7o1V Ro\ 2� \ \�c / 9sAy9` o�c� N ry o 0 _ I _ z 0 c� L CONCREiEJ � Q \ \ LAUREL BRUSH 0 _� x r E- OD Ln \ • \ o 0 m Q 280 r NOTE. SIDE SEWER STUB INVERTS SHALL BE \ \ = A MIN /MUM OF SIX (6) FEET DEEP AT THE PROPERTY LINE UNLESS OTHERWISE MATCH LINE SHEET 7 NOTED ON THE PLANS. - 16 +00 15 +00 14 +00 ... 15 +384,..18 JILT - - - - MHT #14 STA: _ - = NEW 54" MH RIM: - 1 2 7_ �s 8.83 - -� - ........ -. - ...... .. .............. - - -8" E 0- 273. -18- - -- -_ -1ES5 w w 280 NOTE. STORM DRAINAGE PIPES ARE NOT SHOWN IN THE PROFILE. w IT SHALL BE THE CONTRACTORS - ..... - ..... ... RESPONSIBIL TY TO- PRO -TECT AND OR ................. ..:... - - 270 - REPAIR ANY DAMAGE TO THE - STORM SYSTEM THAT MAY OCCUR AS A RESUL T OF WORK PERFORMED: ..... IN ASSOCIATION WITH THIS PROJECT - - :.... ........ - -- - - - - - -- ----- .:. ---- - - -- 260 as -evi� T N. CABBAGE, P.L.S w n� off �'� ciTY of 80TH AVENUE SOUTH 2000 GBH; RENTON SEWER EXTENSION AS CONSTRUCTED INFORMATION PROVIDED APRIL 17, 2002 BY DATUM. HENRY W. COA TES OF COATES SURVEYING SERVICE oMC " ^"� Planning /Building /Public works Dept. NG. REVISION BY DATE APPR SOUTH LANGSTON RD AT S 130TH ST _ s¢c 8 X10 SCANNED SEP 13 2002 Isl- g O • : a i N R L L 176 FR' 7 1 a —' *0 0 o 0 x N °z N c� ti