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HomeMy WebLinkAboutWWP272829(2) N 00 N c�1N `�LLJ PR o 0 0 SITE 1 32nd 111 /O RT 2 n d S -q LU HER D th SOUTH SH EET 5 REM 130TH STREET SHEET 6 D s LJJ � m VICINITY MAP ( NO SCALE) O � = FEATURE LEGEND " RCP o BENCH MARK E — UTILITY POLE ANCHOR S 12 STORM DRAINAGE LINE 0 SURFACE MONUMENT Q SEWER MANHOLE ❑ TELEPHONE 0 E RISER • REBAR & CAP/ IRON PIPE STREET LIGHT ASSEMBLY WHEEL CHAIR RAMP X PK NAIL / TACK IN LEAD ❑ CATCH BASIN OW WATER MANHOLE HUB & TACK n SIGN VEGETATION LINE 1234 TAX LOT NUMBER YARD LIGHT GRASS KG GAS VALVE CONIFEROUS TREE O CLEANOUT GRAVEL AREA DECIDUOUS TREE MAILBOX ® WATER METER WIRE FENCE LINE ROCKERY O D4 WATER VALVE WOOD FENCE LINE -9- FIRE HYDRANT W WATER LINE o GUARD POST G GAS LINE -0- UTILITY POLE SS SANITARY SEWER LINE SOUTH 130TH STREET s GENERAL NOTES VS2829001 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 IS IT GUARANTEED THAT OTHER UNDERGROUND UTILITIES DO NOT EXIST. C OFWASN �� HORIZONTAL CONTROL BASED ON CITY OF RENTON MONUMENTS #1853 AND #1056 (NAD 1983/91) VERTICAL DATUM BASED ON CITY OF RENTON MONUMENT #1919 (NAVD 1988) C THIS SURVEY WAS PERFORMED MATH 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. /ST 9 THE SITE LIES WITHIN THE PLAT OF EARLINGTON ACRE TRACTS AS RECORDED IN VOL.15 OF �' PLATS ON PAGE 84, KING COUNTY WASH. IONAI- � � RECOMMENDED FOR APPROVAL OVERHEAD POWER AND TELEPHONE IS SUSPENDED ON POLES ALONG THE WEST SIDE OF 80TH ST. EXPlRfES — AND THE NORTH SIDE OF S. 130TH. LOWEST FLOOR ELEVEA11ONS OF ADJOINING PROPERTIES ARE SHOWN. MAR 8 Zoo/ WAS W ER UTILITY DATE SURVEYED: SCALE: DATE: N. CABBAGE, P.L.S. VERTICAL* NAVD 1988 r� HORIZONTAL: NAD 1983/1991 ► CITY OF 80TH AVENUE SOUTH NOV. 2000 DESIGNED: 1 'r_2 Q' FlELN OOK: Afbmw �A(Vuv/ R DMC RENTON � AGE: ach V �� DRAWN:M ,� JDH W ��� �ONEINCH I DATUM SCALE Planning/Building/Public ryry P Works Dent. SEWER EXTENSION DRAWING NO: WATER UTILITY DA TE CHECKED: IFA NOT ONE INCH 7 Z SCALE ACCORDINGLY SHEET: N0. REVISION BY DATE APPR APPROVED: OF: J W SCANNE© ,1111 9 z ?00'0 1 10 S 2e29D 1 N W #13028 00 0482 I (V i = FF EL=276.77 0480 I U) ..,,��13032 (V L1.1 0327 LOWEST FF EL=266.44 Q�D I � z #8004 J 0477 #13040 #13048 FF EL=255.94 I CZ FF EL=266.62 N ' = Po FF EL=259.45 II v \` U oz ❑-------------- v ' �,INV 18" = 243.53 00 I/ 30 I 30 mT mt m ,T lP� ,gym �, m mm mm N / I mm m 41 m m,m m,m mm mm mm mm mm 'nm mm mm IN mm mm mm mm mm II i m m m * 4, m r m n m ^ m n m m m r m ^ m n m 'n , C / I I /i� I I C816 CB15 zz z IE=272.94 IE=254.96 I� r.•- _ .------ -------•- ---- �;,: J =257 2 I i•I i •I / . .. _ .. �:2 f��P.- _ ._:___-_:.�. � .. ..:: :. .. .•: ___-TN/". �•�.�•_,. - ��� •\ ---f--:ter�• _ ------- P: 7. -- - , - - IE=272. _-_ ---_�-- -- --- - BOTH AVE S. N I / INT 80TH AVE S & S 132ND ST / E-270.69 i --- - ------ _- I % STA 10+00 80TH AVE S - - I---- ------ -- % STA 100+00 S 132ND ST �.- --,,,� ---- --- - ------ -- ----- - -- - - ---- - -I------ --- ------ MH --- ------------------ --� ------- �- - ---- ---- 2 ` ---------- ----- --- -- - 12 RCP -_... G..1 >,R C - G' ---- - - ---- - - IG Ell WALL 27 .36 x c I �� CB8 C69 x WALL \\ i� \ I � I ' j B10 �\\ MH #1 SET BM R/R SPIKE =270.88 I WALL ( d� I � it x m m IT, m m % SSMH RIM-260.33 ' I 7854 'r m 'r m m r m ' 1 8"RCP SE IE=250.04 # FF 13033 I GARAGE EL=259.16 I 8"RPC NW IE=250.73 II EL=258.84 SDMH RIM=256.16 8"RPC SE IE=250.94 FF EL=269.90 #13041 x FF 12"RCP NE 251.56 y BRvS FF EL=265.36 18"IRON NW 251,58 ; I 0 El 18"IRON SE 247.67 xEl ° - 0451 "o► I I o �P i I CB14 B-BALL ' POLE CD \ 0455 I I IEl - t 199+00 0 �- I I' --------x� x I C811 x CFPTI( NOTE: SIDE SEWER STUB INVERTS SHALL BE A MINIMUM OF SIX (6) FEET DEEP AT THE PROPERTY LINE UNLESS 0 THER WI SE Sm2lla9002 N 0 TED ON THE PLANS. 14+00 13+00 12+00 11 +00 10+00 80TH AVE S 100+00 S 132ND ST 99+00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - - • - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - . . . . . - - - - - - - - - - - - - - - - - - - - - - - • - - . . . . . . . . . . . . . . . . - - . . . . . - - - • - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - . . . . - - - - - - - - • - • - - - - - - . . . - - - - - - - - - - - - - - - . . . . . . . . - - - - - . . . . . . . . - - - . . . . . . . . . . . . . . . . . . . . EX. MH STA 99+06 1 ' LT RIM= 260.33 MH #3 STA' 11+31, :51 T _ _ _ IE 8" NW = 250.73 280 IE 8SE _ 2500 280- . . . . . . . . . . . . . . . . . . . - VEW •48- •MH- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . IE 8 E RIM = 2600± 250.:14 1E :8" S = 251. 10 1E .8" N = .251.20 = : _ MH 2 STA 10f27; 5LT �= MH_ 1 STA 99+68, : 1 LT _ 54 �H i : 270. . . . . . . . . . . . . . . . . . . . . . . . . - - _ - - . . . . . - - _ - - - - - - - . . . . . . . . . . . . . . . . . . . . . ..... - -. _ ._�_----_, __._ . . . - . . _ . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NE.W. . - . - (T.YPE. B.) . . . . . . . . . . . . . . . . . . . . . . . . . . . . NEW- 48'- MH • - - : . . 270_ . . . . . I : : : - _- : : RIM - 256. 0± Rl/1/1 = 257.5+ - -----_ __ __ IE 8" SW = 250. 60 _ ____ N I- 1E 8 w - 250. 37 260 W - - : : : -- - . __ _ lE. 8" N 250. 70 . . �' : 1E 8" NE __ 250. 47 . 260= I : 5. 95� I. . . . . . . . . . . . . . . . ---- - -------=w - - - - -- - -- --- - - --- - - - - = 250 = _ 250' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ��,.� �- - - - - - - - - - - - - - LF OF 8"- P ! - - - - - - - - - - - - - - - - - WAS 100- . - VC 0. 4l 3 P : 58 L OF 8" PVC 3 L F OF 8" VC F �� `) : y 1$" STORM . @ 0. 4q Q 0. 4% NO TE. STORM DRAINA GE. PIPES ARE = = IF LESS THAN 1 F00 T 240. . . . . : . 2s16s : : . . : . : : : 240' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NO.T. SHOWN . IN. . THE. PRE?FILE - - - - - - - - . . . . . . . . . . . . . . . . - - - - - - - - - - • - - - - . . . �o � o FQ Tt� - -OF -CLEARANCE-- -THEN- : . . . . . . . . . . . . . . . . l T SHALL: BE THE: CON TRA C TORS _ _ _ : _ �`�SSroNA► E"'`'�`� : : = SEE CONSTRUCTION = = = = = RESPONSIBIL TY TO PROTECT AND/OR NOTE , 13 ON: SHEET 10 REPAIR ANY DAMAGE TO THE • • • • • . . . . . . . . . . . . . STORM • SYS•TEM - THAT MAY OCCUR SURVEYED: SCALE: DATE: AS A RESULT OF WORK PERFORMED N. CABBAGE, P.L.S HORIZONTAL:A NAD D1 1988 983/1991 Nov. 2000 - IN AssoclA TioN WITH THIS PROJECT. DESIGNEDMC 1 =20' �• �} CITY OF 80TH AVENUE SOUTH FlELD8G0K: DRAWN: RENT 0 N SEWER EXTENSION DRAWING NO: JDH o W �' I�T FULL INCH DATUM 80TH AVE S AT S LANGSTON ANDS 132ND ST IJ _ CHECKED: Planning/Building/Public Works Dept. g IF NOT ONE INCH WN 0. R EV I S 10 N BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: 1 2 10 �� S 2 812 i i I•:-I I: m N " N CONCRETE CURB (TYP) I' :.:+ �- ----- 00 LO 0 N 0227 � : r� � II W N N I:I I."" : ..�' N L0 w LlJ j. L� i•': :1 Ll VI O GARAGE X I .I t f;: :, 0 0 z F�00 rn �LLJ�� Wok _ / IE=308.63 I i I r ? m m V m IE=313.53 IE=310.07 N ASPHALT 1 I _ m ,. 12'RCP-- ----� ------� --- 2'� P --- - -- -- -- wm -12"RCP ----------�------- _---- _ _. o ----- - ---- - I \ W M .. _. WM - - — 12" DI WA R c° ———— _ WM ------------ 12"RCP -_ + M ^� 80T AVE S. o 0 o - N _- ---- ---- ------ - M My # ------ �----- ----- ----- -- ----+------ - I 80T AVE S. o �� --T- °� ^ + t,-V'2 Z=3I'-'o \ p iT - - -- ---I --- -- -- - - --- ---- _ �, /:- ---- - --- _ _ - ---I— ----------- �--- ------- - -. -- T —, IE 285 83 MH #4 -- --- j- LG Y .. - _ _ G (� •IE 321�.62y- �� - " . • •.. :-� �2 'R 12"RC ED ® j• r 11, WALL m m ^ i �'I i I i•':: ::. i. ILn f I r I rnmm mm mm mm r � I II r•�• I i I Li Lij CD O Q I I SE SIDE SEWERS ALA -B.E' r') I� w I IN TALLED AT A SLO 0::' 29 ' cV < L,J I FIR M THE MAIN LINE 0 Z}IE:r,:-j 0170 Ln II Y : I PR PERTY LINE. i #13027 ,: :.,.I N w cmn I I i'= FF EL=281.20 12841 LOWEST FF EL=321.83 o w I i 00 o m I I ` _ 0 _ O w cn i . '3I I , I A f w 0 w i I LLn 00 00 is � I...:. :: I 0330 L--- _J 191+00 Lij to p ,- 1 w I .� • . . , (_[ NOTE.• SIDE SEWER STUB INVERTS SHALL BE 6" BLK PIPE A MINIMUM OF SIX (6) FEET DEEP A T ` �' I ,I I I �: � �� ����' � -: ►.. :< r7 OHO r--------� THE PROPERTY LINE UNLESS 0 THER WI SE NNW NO TED ON THE PL A NS. s 19+00 18+00 17+00 16+00 15+00 • • - - - - - - - - - - - - - - - - - - - - - - - " - - - • - - - - - - - - - - - - - - - - - - - . . . . - - - - - - . . . . . . - - - - - - - - - • - - - • - - - - - - - - - - - - - - - - . . . . - - - - - - - - - - - . . . . . . . . . - - - - - - - - - - . . . - - - - - - - - . . . . . _ . _ . . - - - - - - - - - - . . . . . . - - - - . . . . . . - - - - - " - - - - - - - - - . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . - - - - - - - - - - - - - - . . . . - - - - . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - • - - . _ . . . . . . . _ . . . cm 300 : : : W' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . i` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - _ • - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . - - - - . . . . . _ . . .'.08 5 . . - • - - : - . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - . . . . . . . . . . . - - - - - - J: . . . . " . . . . . . _ . _ . LF OF 7.24AT �. : = 310 : : ��� 310 280 : : : _ : Q.i 280 : . . . . . - - - • : • . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . �26, . . . . . . . . . _ . . . . . . . : . . . . _` . `. . - - - - - - - : . . . . . . . . . _ . . . . . . . . . : . . . . . . . - - : - - . - 5 STA r6+52. 8, : 5°L-� - - - - : - - - - . . . . . : . . . . . . . . . . . . . . . . : _ . . . . . . . . : . . . . . - - - - : ____ - - - - - - - - - - - - - - - - - - MH 2 L�- : NEW: 48" MH * MH 6 STA 18f 83, 0'R T : : : �� COD �2. : _ - -__:_ __ - RIM = 301. 0-f- 300 = : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . IVEw -48 . : MH. . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : _ . . . . _ . . . : . . 270 . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . .. " . . . _ . . . . . . - - - - - - - • - - - - - - - - . . . . . _ . _ . . . . . . . . . . . . . . . 1E 8 - - S- - = - 288. 85 : = -1 RIM = 326. 0E : lE 8" N = 288. 95 : MH 4 STA 75+40, 5'L T lE 8" S = 318. 00 : : = = : = NEW 54 " MH WITH DROP = = IE 8 : E&'W 288. 95 : 290 RIM = :286. 7� 260 NO -E.. . . .STORM. _ _DRAI,N. AGE _ PIP.ES .A. RE- - - - - - - - • - - - • - - - - - - - . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " - . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 290- - - - - - IE -8- - � - -275.-30- - - - - - - . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - *NOT SHOWN IN THE PROFILE. = = = = = = = = = = = 281.00 - - lE 8" N = lE 8 N = 275.=40 (DROP) SEE DETAIL IN STANDARD -IT SHALL BE THE CON TRA: C TORS y, x ORS : : : » -RESPONSIBIL TY TO PROTECT AND/OR _ tiSF WAS" _ _ . . . . . . . . . . . . PLANS OF SPEC. BOOK : . . . _ . _ . . . :REPA•IR -A•N-Y DAMAGE. -TO. , THE. - - - y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . - - - - - - - - - - - - - - - - - . . . - - S STORM SYSTEM THAT MAY OCCUR r SURVEYED: SCALE. 1988 DATE: tlje N. CABBAGE, P.L.S. , HORIZONTAL:AL: NADD1983/1991 NOV. 2000 -1 23169 Q DESIGNED: 1 -20 CITY 0 80TH AVENUE SOUTH FIELDBOOK: AS A RESULT OF WORK PERFORMED 90� FTEP�� DMC .� R E N TO N PAGE. IN ASSOCIATION WITH THIS PROJECT �SS�ONAL DRAWN. JDH DRAWING NO: ONE INCH DATUM SEWER EXTENSION CHECKED: AT FULL SCALE Plannin Buildin Public Works Dept. IF NOT ONE INCH ryry �ry•I DMC SCALE ACCORDINGLY 7 7 4YN,�P�s�-iszoo N0. REVISION BY DATE APPR S 130TH ST AND 80TH AVE S Z APPROVED: SHEET: 3 OF: 10 u- �DJUL27ZGU� `;); S 282903 '`' iVtVV N 00 0175 0172 y.:. :..••.:: I N w N•..: 00 I� I — #12853 .•' ; : I #12852 � #7844 LOWEST FF EL=313.36 y I _ FF EL=319.06 I W 0176 FF EL 316.92 CB19 ! •• :I I m � II I _ D I o W Z < I o #7840 I I m I J J I FF EL=317.42 I �'•� I -' = I I ( I < U 00 GARAGE < J ��;• ' 0220 #12857 v a I N 0226 FF EL=308.01 I #8 012 FF EL=316.53 0215 FF EL=APPROX 306 BASEMENT END 6" D.I. MAIN WITH e C I I f � ;;I i I GATE VALVE CHAMBER 2" M.J. CAP AND B.O. 8024 IE=302.09 (NOT FOUND) :I I I IE=296.91 FF EL=310.96 SET BM R/R SPIKE EL=302.07FT i � I 17+00 I V I I m CB3 STEPS CB4 ® CB6 j E=301.70 CONCRETE WALK - I I IE=301.18 I �_ 12"RCP - . -1:•• .:.. f I IE=300.99 I r�i ----- I �------- SET BM SPIKE L-31 1 - - - _ [ 1 Z'RCP ' 299 ---- ------ ----------- WM WM W WM WM WM - - 12"RCP p-- i 4- -co Nr WM WM O 0° `- -- WM . -- -_ I + ---—---WM �M WM c0= WM WM WM WM M I \ _, - --- - - - o IE=300.33 -----------�---- ------- WM WM — _ 12"R _ - - IE=299.84 IE=299.56 +G ---- ---- i � M _ _ EX.-4" STEEL WATER WM CP .WLJ 77 Adik ® 300 7 . 300 _ ® 0 0 -_ - - __•- -.---,-S 130TH ST MH #7 IE=294.55 .'. - - - -,-_ 1 ED i. t i'• t _j WALLS w �, � �, �, � �, � �, '' \ 4` '.i ,•: :� �.. :�'' .:•.H ! ---�-- --�-------_ .. _ I S THESE SI E SEWERS SHALL BE I r • - 1 I INSTALLE AT A SLOPE OF 2% I � I ' -.•I � '• ` • :i ' ••• `'•.�� 342 FROM TH MAIN LINE TO THE l PROPERT LINE. I � ! i:•. '•I �• � •:•i 0 7845 i I I I INTERSECTIONS 130TH ST & 80TH AVE S F' . ' _ 'M1`. ; '': y•'''' WALL. �Q # 0335 SEPTIC tl•"I I 100+00 S 130TH ST �,P FF EL=291.26 � ��:- 1 I 16+00 I 16+58 80TH AVE S I I 1 .: �� I :.I m 8025 i J i:.:.I N I I O �� I: I °a I SEPTIC �:..: 00 I GARAGE # i Q I FF EL=299.45 THIS SIDE SEWER SHALL BE �N �N �� i:•.. I INSTALLED AT A SLOPE OF 2% FF EL= 299.75 \�P J �P • : FROM THE MAIN LINE TO THE �� � .; ' PROPERTY LINE. 0320 �../I I I 0325 0315 0334 #7855 ., FF EL=284.61 X I ► 8015 � �' :I p6Z # LOWEST FF ��Drn ; { m •`:'... •, =I O I EL=287.84 98 00 99+00 100+00 101 +00 102+00 103 00 - - - - - . to- - - - - - - - - - - - . . . . . . . . . . . . . . . . . - - - - . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - . . _ . . . . _ . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . _ . . . . - - - - - - - - - - - - - - - - - - . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . - - - - - - . . . . - - - - - - - - - - - - - - - - ' - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - . W: � NO-TE.• SIDE SEWER- STUB Ili VER TS SHALL BE _: A MINIMUM OF SIX (S) FEET :DEEP AT =� 320 u�- = = = = = = = = = Q THE PROPERTY LINE: UNLESS : 0 THERWISE : : =320 : . . . . . . . i.i.l: . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . � . . . - - - - - - _ - - . . . . . . . : . NOTED - OlV - THE- PLA-NS.. . . . . . . : . . - - - - - - - : - - - . _ . . . . : . . . . . . . . . : - - - - . . . . . : . . . - - - - . . : . . . . . . . . - _ - - - - - . . . . _ - - - - - - - - �- - - - - - - . _ . . . . . 01, uj J- - - - - - - - - - - UI� - : : - - ljj I - 310 U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . - _ . . . . . . . _ . . . . . - - . . . - . . � . . . . . . . . . . . . . _ . . . . . . - - - - - - -- - - - - ---- — - ---------- -- = - -- - ------- - - ------ - - - - ------= -- : � - -- ----- - --- : .300. .l --- ------ ---------- -- -- -- ----- - - --:- - --- - - . : . : . . . : . . . . . . _ . . : . . : . . . . . . . . . : . . . . : . . . . . = : . . . . . . . _ _ : . . . . . . _ _ -300 - - EX. 24' CMP - - 0 S TOPM <C 31:l LF OF :8"P VC k 2. 49� 290. .l = = = = = = 241 LF OF 8" C900 PVC 9 0. 4� I :290 MH 5 STA 99+95, 5'RT = = = = = = = (SEE SHEET 3) MH 7 STA 102+40, 5 R T . . . . . . . . . . . . . NEW 48 -MH 280. . . . . . . . . . . . . ws� �; . . . . - - - - . . . _ . - - - - - - • - _ - - - - - - - - - . . . . . . . . _ _ . . . . . . . . . . . . . . . . . . _ . . . . . . . - - - - : - - - - - - - - - : - - - - - - - - - _ - - - - - - . . . . . . . . . _ . . _ . . . . . . - - - - . - - . . . . . . . . . . . - - - - - - : - - • - - - - - - _ - - - - - - - - - : - - . . . - - - - : - - - - - - . _ . . . . . . . . . . . . . . . . . . . . Rllli� = 307: .3f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . CO 2�� NO TE.•_ STORM DRAINAGE PIPES ARE _ : : : lE 8" E = 290. 01: : NOT SHOWN IN- THE PROFILE. lE 8" W = 289. 91: e� IT SHALL BE THE CON TRA C TORS �90 RFG/57ER169�� _� . . ,� RESPONSIBI L-T Y- -TO- -PRO TEC T AND/OR SURVEYED: SCALE: DATE: ASS/ONAL.�G N. CABBAGE, P.L.S. ERTICAL NAVO 19M REPAIR AN Y DAMA GE TO THE 1 "=20' �. HORIZONTAL: NAD 1983/1991 ► CITY 0 80TH AVENUE SOUTH NOV. 2000 DESIGNED: � FlELDBOOK: EXPIRES L - STORM SYSTEM THAT MAY OCCUR DRAWN. DMC MIL PAGE: AS A RESUL T OF WORK PERFORMED J D HINCH R E N T O N SEWER EXTENSION DRAWING NO: ci IN ASSOCIA TION WITH THIS PROJECT. ATO ONE INCH DATUM ��� _��_���� CHECKED: C NOT ONE INCH S 130TH ST AND 80TH AVE S DMC Planning/Building/Public Works Dept. WN 0. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEET: 4 OF:1 0 J 1 SCANNEU JUL 2 "111' S 82904 00 I N N 0195 0190 0191 #7806 O /,/'/ FF EL=321.11 �j #7820 0180 I GARAGE FF EL=318.49 #7828 ' FF EL=322.28 LOWEST FF EL=313.86 #7834 FF EL=314.25 � I GARAGE FF EL=317.24 ijj ' CB2 J - CB1 r CB18 B.M. RR SPIKE IN POLE-EL=307.40 FT IE=311.47 0: C'WM IE=308.02 �I Q y o \ WM I N V=309.32 I I I y W v WM , I ' y y y v 1 y \ (?) ----12"RCP - -- ------- Qj - - - \ 12 RCP -- --------------------------- Lu Wm Wm - .i__ IE=303. — IE=302.73 .._.—� _.._——J WM WM 1 _. 12 RCP: --- - --- _ _ \ + L _ _. wVM M —" WM r 12'RCP fl . WM � 1 I- WM—— \ --- o v, ---- ------__ WM -12 RCP --I -- \ MH #10 +-- --------_—_ _—_—_— g _ _ ------ _--______ ---- -------- ------ ----- --- 1 �\ --- ---+ --------_ _ ___ — o S. 130TH ST. --- _----- wry -� WM-- -------------- -- ---—__-- ASPHALT PAVING TYPICAL \ \ \\ ----- ---------------Q— --------------- --- --- --------- ---- -� --_ -- __-- - _ # -------------------- - \`\ \ Wl FROM THE \ ` \ (SEE SHEE T ` 345 WALLS C / #7 #7835 \288.04' �P N FF Et-2289 I FF EL=292.02 ' O/V .27 -1 CO tie 1% a E1cv I o o --- O \ Z� 28 . y / co NC I CONCRETE I NOTE: SIDE SEWER STUB INVERTS SHALL BE '\ `o� 4. /' � ® ® I--------J A MINIMUM OF SIX (6) FEET DEEP AT �� "' ��,;'K,2, THE PROPERTY LINE UNLESS 0 THER WI SE NOTED ON THE PLANS. 93+00 94+00 95+00 96+00 97+00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - mot - - - - - - W 320 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - - - - - - - . . . . . . . . . . . . . . . . . . - - - - - - . . . . . . . . . . . . . . . . - - - - - - . . . . . . . . . . . . . . . . - - - . . . . . - - . . . . . . . - - - . . . . . . . . . . . . . - - - - - . . . . . . - - . . . - - - . . . . . . . . . . . - - - - - - - - . . . - - - - - - - - - - - - - - - . . . . . . . . . - - - - - - - - - - - - . . . . . - - - . . . . . . . . - - - - - - - - - - - - - - - - - - . . . . - - - - - - - - - - : 310: : : - - -- - --- -- : : : : = 310 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . - - - - - . . . . . . . . . . . . . . . - - - - - - _ _ —. _ . . . . . . . . . . . . . . . . . . . . . . . . FU— : : : -- - ----- - -- -- - : : : Q 300= 300 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8" PV 311 LF OF C @ 1. 90,E : MH #10 STA 93f65, 5. '11?T : MH 119 STA 96+80, 5'RT290' 290 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NEW �48—MH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NEW- 48'- MH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - -I- - . . . . . . . RIM - 310. 7E : : : : RIM = 304.8+ : lE 8". E = 302. 70 : 1E 8" W 296.80 : . . . . NOTE..- . . .STORM. DRAINAGE .PIPES .ARE = : : . . . . . lE 8 E 296. .. .7.0. 280 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - NOT SHOWN IN THE PROFILE. = - = = - = - = = : IT SHALL BE THE CON TRA C TORS - - �j OF WASy� t� RESPONSIBIL TY TO PROTECT AND/OR 41yP`� . . . . . . . . . . . . . REPAIR .ANY -DAM.A. GE. .TO. - THE. . : . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . . . . - - . SURVEYED: SCALE: DATE: STORM SYSTEM THAT MAY OCCUR N. CABBAGE, P.L.S. CITY 0 ��' � ,988 80TH AVENUE SOUTH � 23169 Q' + > HORIZONTAL: NAD 1983/1991 ► NOV. 2000 A S A RESUL T OF WORK PERFORMED 90^9Fc/STEa`�°\�,�`` DESIGNED;DMC 1 -20 ��' }� FIELDBOOK: IN ASSOCIATION WITH THIS PROJECT. S`S�ONAL�'G DRAWN: R E N TO N PAGE' J DH ONE INCH� DATUM SEWER EXTENSION DRAWING NO: EXPIRES �'O CHECKED: AT FULL SCALE a �wp �1'�18:� DMC SICALNOT ONE INCH E ACCORDINGLY Planning/Building/Public Works Dept. SOUTH LANGSTON RD AND S 130TH ST z N0. REVISION BY DATE APPR APPROVED: SHEET: 5 OF: 10 SCA I) .;W S 282005 0 I N \ 1� N \ w _ �T '\ w z J � \ = S2 �\ } 1 Q ti \ 4 1 0206 0.96 1 #12845 FF EL=319.90 1 GARAGE \\ FF=312.00 \ u BENDS IE- - - --r�- -� IE 310.20 :WM ' :;. =: 2.R P'`:. '-; - -- � - f 12 RCP �::Q•: j _ - --_ J� \�_ ----------� - Lg, ASPHALT ISLAND `\ - �d WM EX. 8" Cl WATER 00 IE= 09.22 WM o WM WM WM WM \ "--I- —-- ------ + a WM WM WM WM W ----�_— + 0 312 \ LANE STRIPING 70 �R ------___— -- 1 - S. 130TH ST. _ - y MH #8 \ CONCRETE. WALK \. I ` I _ 1 �— WALE 310 i i I THESE SIDE SEWERS SHALL BE INSTALLED AT A LOPE OF 2% 1 I I FROM THE MAIN INE TO THE ` PROPERTY LINE. #8047 #8055 \` #8035 LOWEST FF EL=297.20 LOWEST FF EL=298.37 \ 1 i LOWEST FF EL=300.15 \ I 0306 0300 I I I 0310 \` 103+00 104+00 105+00 105+00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • • - - - - - - - - - - - - . . . . - - - - - . . . . . . . . : N0TE: SIDE SEWER S TUB: INVERTS SHALL BE A MINIMUM OF SIB (6) FEET DEEP A T - - 320320 THE -PROPERTY -LINE -UPILESS -O-THERWISE. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I- : : NO TED ON THE PLANS. w NO TE: : STORM DRAINAGE PIPES :ARE uj 1 = - - - - NOT SHOWN IN THE PROFILE. - . . . . .310 : . 1 �.� -.--.--.--.--.--- - - -- -- -- - - - - - - - - - -- -.- -- -- -- -- - --- --------- - - ---- - ---•-- - - - - - - ------ ---- - - 310 : . . . . . . . . = = : . . . - . . . . . : . . = . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -:----- .,_. . . . . . . . - - - . . . . . . . . . . . . - - - - - - - - - - - - . JT .SHA>-.L-- - BE .THE .CONTRACTORS Z : : : : RESPONSIBIL T Y TO PRO TEC T AND/OR REPAIR *ANY DAMAGE TO' THE = = = S TORM S YS TEM -THA T MA Y OCCUR: - - - . . 300. . . - - - - - - - - - - - - - - - - - : : . . . . . . . . . . . . _ . . . . . . . . . . - - - - - - - - - . . . . . . . - _ . . . - - - - - - . . . . . . . . . - : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - =300 A S -A- -RESUL- T -0� -WO PER. <C : : : : IN ASSOCIA TION : WITH THIS PROJECT. : 286 LF OF 8"PVC @ 0.78% = = = = = = = = = = = = 290 : -290 MH -#8 S TA :105+JO, : 5'R T NEW 48 MH 280= : : : : : RlM: = J11. 75 .280 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - - - - - - - - . . . - - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . - - - - - - - - - - - . . . . . . - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - . . IE- -8�, -W- = -29.2.-25 - - - - - - - - - - - . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . - - . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - . . . . - - . . . . . . . - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - . . . . : . . . : . . : . . : . . . . . - R 23169 Q �Q SURVEYED: CABBAGE, P.L.S. SCALE: DATE: !P06 9O ��/STERN VERTICAL- NAVD 1988 > HORIZONTAL: MAD 1983/T99T �� CITY OF 80TH AVENUE SOUTH FIEL BOOOK: 2000 ,C ��� DESIGNED: 1 �=20' � �- �SS/ONA1 ENG DMG "u R E N T O N PAGE: D-'WN� -•� - SEWER EXTENSION � DRAWING NO: EXPIRES -'Z ��� JDH ONE INC I DATUM W �w ,' ,8'� CHECKEDDMC AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH a NO. REVISION BY DATE APPR SCALE ACCORDINGLY CJ 130TFi ST SCANNED JUL 7 7 2001 APPROVED: SHEET: OF: 6 10 C � S - 2 121) 0 6j I _ CH31 ► u,G� I I �--- -1► ❑ Qf50 — ONO I �T i 0451 B-BALL �� I ► �� \'P ;' I "\ CB14 ► / \ N �. .: . .I O I I y POLE � w I _J 1;: I 0455 I % � • C811 SEPTIC I `� • ,I V O �\ O x CB13 O ✓ �� ► 6S, _, (NT S LANGS N RD & S 132ND ST CB: RIM-- 68.28' 12'CONC W=266.5' ' / G0/ #13015 7844 / 12"GONG N&S=266.1' - /' ��-- J I tT 10+00 S LANGSTON RD O� FF EL=281.41 # RpOR� / /� Q • /' Y c�� o i �D� I IS A 00+2 S 132ND ST G f —_' —l FF=270.83 GP / /" �N `L I I I I O� i V_ e° �r 0332 �j L�__J / 264.81'� �!' — P\V� ;�/' i MH #11 / CB12 L �P I / / ► _ ------ #7840 FF=274.35' Y o �Q o �� o I NGRE I �2 G �� � .�� I I N x _�_ GO r-. x x x o, a I I '.�� �'- ''� so -01 V L J01 1 �P 0341 C) i / ' !''J j 0 #7850 CARPORT FF=280.83' J�,� 2 GO �' I /__268'16' VV �- CONC o -�� v FLOOR /�✓ •------- 0336 �/' �� /' � i CN / SDMH: RIM=272.21' 4"PVC NW=268.0' I o MH #12 i 18"CONC NW&SE=262.9' / O i II ` 0 /�/ / W el \ \`y\ / ` 00 NOTE.• SIDE SEWER STUB INVERTS SHALL BE A MINIMUM OF SIX (6) FEET DEEP AT THE PROPERTY LINE UNLESS 0 THER WISE i / N 0 TED ON THE PLANS. / I 14+00 13+00 12+00 11 +00 10+00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • - • - - - - - - - - - - - - . . . . . . _ . . . . . . . - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MH #13 STA 13+55. 77, 0'L T 1•-0� BETWEEN MH -12 STA -13+55. 77 15. 71 'L T - - - - : NEW _4811 MH MH #12 & MH #13 290 = NEW :48" MH - : s : : 290 RIM. 272.3. -RIM .- 272.3± - - - - - - - . - - - • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . lE 8". SW = 260.22 = - 1E 8 . SE = 260. 00 - - - - - - - - - - - - - - - lE 8" NW = 260. 32 _ MH ,�11 STA 10+62. 83,: 15'L T 1E 8" NE — 260. 10 : : NEW 48" EXTRA SHALLOW MH : - 280 - - - - - - - - - - - - = = OVER =EXSTING ' LINE 280 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - . . . . . . . . . . . _ . . . . . - - - - - - - - . . . . . . . . . . . . . . . . . . . . - - . _ . . . - - - - - - - - . . . . . . . . . . . . - - - - - - - - - - - . . - - - - . . . - - . . . . . . . . . _ . . . . . . . . _ . . - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . - - - - - - - - - - - - - - - - - - : : : : : RIM =: 260. 3f: 1E 8" -N = 256. 46 : . - --- --- ----.---- - --- - -- - -- -; f ---------- - -__ : : _ 1E 8 -NW = 256. 46 (EX- ST : . . . . . . . . . : . . . . . . . . . : . . . . . . : . . . . . . . . . : . . 270 . . : . . . : . . . . . . . . . : _ . _ .�. .1. . . . . . . - - : - . . . -.— � _____'_._ . _ : . . : . . . . . . . . . : . -lE 8- - -5E = 256: 36- (EXST) - - : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : : . 270 _ __ - 00 ��9 LF O S,P - - ------- - -- ------- -- - - - — ------- -- _ _. . . . . . . . . . . . . . . . . . . . . . . . . . . _ - - - - - - . . . . . . 260 . . .I: W - - - - - _ - - - - - - - - - .VC_ .0 .�.3� . . . . . . . r— . . . .. . .. . . . .-.. . --- --- - ----=-_---_ --- T�_`"---- - --... .. --- ---_ . . . �_ _!l� 1 . . . . . . : . . . . . . . . . . . . . . . . . . . _ . 260 . r .r I_ _ Ex cE : 288. 94 LF OF 8"PVC (9' 1.23� - : --- - _--- fn RIM = :272.21 : : EX CB : : W - IE 24' -SE = 262.9 RIM = 260.01 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : - _ 2.5 . . . . : Z. . . . . . - = - - - . . . . - - = - - - - - - - - : _ . . . . . . . . . . . . . . - - - - = - - - - - - - - - = - - iE. 24" :NW .=. 26.2.-g - - - . . . . . . - - - - - - - - - - - - - - - - - - . . . . . . . - - - • - - - - - - - - - - - - - - - • - - - - - - - - . . . - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . - - . . . . . . . .IE. .12.". :NW. .: . 25.8.12. . . . . . . : . 250 -EX - C IE 4" NW = 268.:0 : - = - - - - - -RIM = 260.15 - - IE 12" -SE = 258.62 - NOTE.• - STORM DRAINAGE PIPES ARE - I. ,V �'� - - - - - - - - - _ wasyti �� JE 24" N = 256.65 : NOT SHOWN /N THE PROS/LE. _IE 24" SE: = 256.65: _ I T SHALL BE THE CON TRA C TORS : Q T : : RESP ON-SI BI L-T Y - TO -PR O TEC T_ AND/OR . . . . 2 SURVEYED: SCALE: - - DATE: REPAIR ANY DAMAGE TO THE q�O.oR�OtSTEP�� ��'e DESIGNED EIL CABBAGE, P.L S. 1 , -20 VERTICAL NAVD 1988 \� �2- G HORIZONTAL: NAD 1983/1991 ,; CITY 0 F 80TH AVENUE SOUTH NOV.K: 2000 FS G�� DMC R E N TO�J FlELDBOOK: STORM S YS TEM THAT MAY OCCUR S/ONAL-EN DRAWN: � PAGE: JDH ONE INCH SEWER EXTENSION DRAWING NO: W AS A RESULT OF WORK PERFORMED EXPIRES CHECKED; AT FULL SCALE DATUM Planning/Building/Public Works Dept. IN ASSOCIATION WITH THIS PROJECT. IF NOT ONE INCH W 1�1 q NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SOUTH LANGSTON RD AT S 132ND ST SHEEr: OF:7 10 J Q SCANNED J01 ! r� ►� � 28290 N \ ® ------------- - ------- -- ----------- -------------- --- -- - --- , __ —_ _ MH #9 �\ �t r ® , r \ oo \ \ WALLS 345 WALLS \ ` I THESE SIf E SEWERS SHALL BE \\ FROM TH[ MAIN (� INSTALLE AT A SLOPE OF 2% \\ FF E��8`32 342 PROPERT LINE. LINE TO THE 290 6, 4 FF #7835 EC_28 8 I FF EL=292.02 Q� FF V288.0 �. / 9.21, 1 i i G TON ,\ 2� tiC., 6. s°y O �ICV O CO NC I CONCRETE �\ �\ CO 3.10' LAUREL BRUSH x O '\ `\ x D. ` �\ Q Igo 00 x ` o CTi I ` I O xrT I 280 \\ x<X II ------------- I r O \ I L oz \ 11/ 2 , \ \ C� ) \ O NO TE. SIDE SEWER STUB INVERTS SHALL BECA A MINIMUM OF SIX (6) FEET DEEP AT O 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, 01 T NEW 54" MH RIM- = 270. 5+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . lE 8" SE - 7� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . - - - - - - . . . . . . - - - - - - . . . - - - - - . . . . . . . - - - - - . - - - - - -' 2. .50 w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . --- . . . . . . . . . . . . . . . . . . . - - - . . . . . . . I w 280 : . . . . . . . . . : = NOTE STORM DRAINAGE PIPES ARE : . . . . - . - . - _ . . . - - . . . . . . . _ __ __ _ i I ---___ __ _T - 1 � NOT SHOWN IN THE PROFILE I _ w _ IT SHALL BE THE CON TRA C TORS _ _ _ I _ Z = : . . . : . . : . . = : . . . . . . . . . . . - = -- . . . . . . . . . . . . . . . . . . . . . . . :- - - - - - - - . - : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . . . RESPONSIBIL-TY -TO- 'PRO-TEC T- A-ND/OR . . . . . . . . : _ . . . _ . .I. .I-.. - - . - -- - -- - -. - - _ 2 REPAIR ANY DAMAGE TO THE -------- _-- - - - _ STORM SYS TEM THAT MAY OCCUR _ _ _ Q AS A RESULT OF WORK PERFORMED: 2 6 0 = = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IIV -ASSOCIA-TION- - WITH - -THIS- PROJEC-T: . . . . . . . . . _ . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - . . . . . - - - - - - - - - - - - - - - . . . . . . . . - - - - - - . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - EX CB RIM = 279.04 IE 24'' S - 268.04 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - b O ; WAS CO t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W s`4 SURVEYED: SCALE: N. CABBAGE, P.LS VERTICAL- NAVD 1988 DATE: 1 '=20' y ,�-. CITY O F 80TH AVENUE SOUTH FIEL BOK: 2000 HORIZONTAL: 1 1983/1991 �23169�� �Q DESIGNED: � 9o�FssO AL O'& DRAWN: J D H ONAL R E N T O N PAGE: JDH NCH SEWER EXTENSION DRAWING NO: ONE I DATUM �,�,�♦ 37_28?q EXPIRES CHECKED: —'(� : AT FULL SCALE Planning/Building/Public Works Dept. z APPROVED: C NOT ONE INCH SHEET: OF: z NO. REVISION BY DATE APPR SCALE ACCORDINGLY SOUTH LANGSTON RD AT S 130TH ST 8 10 U- 5G S 282909 -11 TTRt1T1 I � N ' �j � � � 00 0172 zuz N I m '\ O �� 00 ' 1 00 \\ N #12853 U' LOWEST FF EL=313.36 LL ------------- L D IE=310.07 ----------- < \ ' I fTl �\ i ---- I IE=308.63 �/ \\ �10 { I 0 \ GARAGE �/ \ I , \ _ I STA. 102+36, 21' L T. \ -----' _ GATE VALVE CHAMBER / 0171 ----------O ,` I N 0 2 2 0 8» X 6 TEE (MJ x FL)/BLOCK 0226 6 GA TE VALVE (FL x MJ) I #12857 FIRE HYDRANT ASSEMBL Y sO \ #8012 ��/�/ F EL=308.01 FF EL=316.53 STA. 16+95, 20' RT FF EL=APPROX 306 ; CONNECT TO EXISTING 12" WATER MAIN BASEMENT ; "" EE DETAIL SHEET) `- -- _----------J --------------------� 1 ' - ----, ----- - ' f30 LF OF 8" DI ---- 8024 �j I 1 X 8 TAPPING TEE (MJ x FL) IE=296.91 # 0206 17+00 8" TE VAL VE (FL x MJ) WA TER SERVICE, FF EL=310.96 SET BM R/R SPIKE EL=302.07FT , I , STEPS CB4 ( 8 -9 BEND (MJ) METER SETTER &' BOX (TYPICAL) V '------"-------"' #12845 ---- CONCRETE BLOCKS C136 FF EL=319.90 i CONCRETE WALK j II------------- — IE=300.99 ;' SET BM R/R SPIKE EL=312.21 IE=299. ' I I GARAGE ' OFF=312.00; ( I / l ', ' WM o BE wM _WM wM M ABANDONED IN PLA E) _ --- ----- ------ --------- WM WM 12"RCP — EX. 4" STEEL WATER _ M N � at 00 — 22 1/2 WM 1BENDS � _ .52 (POL ETHYL- - ---- DI EN -WM E _ .�.�.,�,�,� RAPPED o ��) W 2"RCP � 12 RCP �T . ..,�.,,,. --- � � �°'" ASPHALT WM EX. 8" Cl WATER ——1 IE= 09.22 (W-377) WM o WM WM —- - — o -1 WM WIC 0 �b3 -- -- _-- 0 0 �_ s -- r - � 30TH T ---- �N STRIPING r -_ LAN -'--- ---- IE=294.55 I E=297.59 ,r,- -- ,-=--_- ----- _ � S. 130 TH ST. Ih� I ---- --- _ INTERSECTIONS 130TH ST & 8OTH AVE S 1 100+00 S 130TH ST CONGRET 16+58 80TH AVE S ; I ; ; i s E ANAL: 1 STA. 100+24, 10' LT / 8 -90 BEND (MJ X MJ) 1 s+00 CONCRETE BLOCK L -------------------; I STA. 103+25, 10' LT 1 PLUG EXISTING 4 VALVE w IE=295.17 I CONNECT TO EXISTING 8" WA TERMAlN �� ' 00 ' I WITH 4" PLUG (MJ) AFTER QN u , ALL FINAL CONNECTIONS II #8025 I ( ) ____ SEE DETAIL SHEET w AND SERVICE TRANSFERS Q" 0320 FF EL= 299.75 r 0`` #8047 I � , �� I i 0325 #8035 LOWEST FF EL=297.20 855 / ----------- 0315 k —_ LOWEST FF EL=300.15 I 0 I L� t , I I I r---------------- :L=284.61 i I 2g� I L� 00 I 1 -------------r r I I 0306 I ! I r V) 00 ------ ,' 1 00 � N 0310 _ I 00 0 O �_ W I ' 16+58 1100+00 101 +00 102+00 103+00 320 80THAVE S S 130TH : ST 103+25 10' LT: W, 282901 '320 - - - - - - - - - - - - - - • - - - - - - - - - - - . . . . . . . . . . . . . . - - - - - - _ . CONNECT- -TO• EX. . . . . . . . . . . . . . . . . . . . . . . . • - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16-�-95, 20" RT : = 100+24, 10' L T : : = = WA TER : MAIN CONNECT TO EX. 90° BEND WA=TER MAIN 310 _ ---- --:- - - ----- ---------- 3 FOOT MIN. :CO I/ER (TYPICAL)= - . . . . . . --- =------ : - - 310 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - • . . . EXISTING 8" CI :WATER MAIN 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OF 8" DI CL. 52 WA TER MAIN (�'�OL Y WRAPPED) ±300 LF : OEX 24°' STORM : = PROPOSED SA:NI TARP SEWER 290 PROPOSED SANITARY SEW _ 290 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MH #5 280 JO LF OF 8" D/ WA TER MAIN = = = : : : = : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • - - - - - - . . . . . . . . . . . . . . - • - - - - - - - - - - • - - - - . . . . . . . . _ . . . . '280 - - - - - • - - - - - - - - - - - - - - - - - - - • - - - - - • - - - - - - - - - - . . . . - • - • . . . . . . . . • - - - . . . . . . . . . . . . Of WAS �Ni CO • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VERTICAL, DATE: SURVEYED: - - - - - - SCALE: - - - - - - - - - NOV. 2000 23169 N. CABBAGE, P.L.S , 1988 HORI 0 TAL, NAD D1983/1991 �� CITY OF RF �Q ��/ DESIGNED: 20 - S 130TH ST 0,�. G/ST`GP �� AG FlELDBOOK: R E�l T O N WATER PACE: G L;j SSIONALEN DRAWN: ER MAIN REPLACEMENT JDH w .j's A1119 EXPIRES - d CHECKED:,- ATOFULL SCALE NCH DATUM Planning/Building/Public Works Dept. DRAWING N0: Z NO. REVISION BY DATE APPR IF NOT ONE INCH 80TH AVE S TO RENTON AVE S SHEET: OF: J APPROVED: SCALE ACCORDINGLY 9 10 SCANNED JUL 2720U] 0�� W - 2 A290 CU 00 CV SAWCUT FINAL JOINT � 8" CAP (MI) WITH 2" TAP AND 2" TEMPORARY BLOW—OFF TYP. EACH SIDE (V TEMPORARY BLOCK AGAINST NEW VALVE INSERT 8" CLEANING "POLY—PIG" IN NEW 8" WATER LINE BEFORE INSTALLING END—CAP. EXIST. ASPH. CONC. PAVEMENT, TYP. FINAL CONNECTION 12' 6" CL 'B' ASPHALT CONCRETE PATCH AFTER ALL CLEANING "POL Y—PIG", PRESSURE TEST AND TYP DISINFECTION OF NEW LINE, REMOVE TEMPORARY CAP TRENCH AND BLOCKING AND CONNECT TO NEW VALVE WITH (SEE DETAILS) TT 8" SLEEVE (MI) AND SPOOLS PAY LIMIT OF TRENCH m x I I SHACKLE ALL 90 BENDS TO VALVE WITH 2—j" RODS. I 1 6" CRUSHED SURFACING TOP COURSE II Iv I I II EX, q BACKFILL I I 8" X 8" VERTICAL CROSS (MJ x FL) WATER MAIN PATCH PAYMENT (SEE BEDDING/BACKFILL DETAIL) I I TRENCH WIDTH PER APPROPRIATE � 1 1 1-8" BLIND FLANGE ON TOP OF CROSS '"� " DETAIL PLUS 2'-0" I I WITH 2 TAP AND 2 PLUG FTII I 1-8" BLIND FLANGE ON BOTTOM OF CROSS 6'-0" SIDE SEWERS I I 1-8" PLUG (MI) WITH 2" TAP AND 2" I I TEMPORARY BLOW—OFF AND BLOCKING ASPHALT CONCRETE PAVEMENT D NEW 8" DI WATER MAIN EX. 8" WATER MAIN RESTORATION DETAIL z L8 FEET N TS NOTES: WET—TAP EX/S TING 12 WATER 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED 12" X 8" TEE (MJ x FL) 8" GATE VALVE (FL x MJ) 4" CAP PER SPECIAL PROVISION 5-06.1 AT END OF EACH WORK DAY. CONCRETE BLOCK THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. NEW 8" DI WATER MAIN 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND 8" SLEEVE (MI) THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL FINAL CONNECTION AFTER ALL CLEANING, TESTING AND DISINFECTION, BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. CONNECT TO EXISTING 8" WATER WITH 8" SLEEVE 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED AND SPOOLS. WITHIN (2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY AREA CAP EXISTING 4" MAIN UNLESS APPROVED BY THE ENGINEER. PAY LIMIT TRENCH BACKFILL S 6'-0" FOR W282?02 8"-6" DIAMETER SEWER PIPE TRENCH CONSTRUCTION NOTES 1. CENTERLINE STATIONING HAS BEEN SET IN THE PROJECT AREA BY THE CITY OF RENTON. SEE DETAIL FOR STREET RESTORATION REQUIREMENTS 2. VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET) BENCH MARK : ELEV. = 270.88 FEET TOP OF RR SPIKE IN POWER POLE LOCATED AT NW PROPERTY CORNER OF 13033 80TH AVE SOUTH. Q ° SUBSEQUENT BACKFILL MATERIAL BENCH MARK ELEV. = 302.07 FEET TOP OF RR SPIKE IN POWER POLE WITH LUMINAIRE LOCATED AT° (NATIVE IF APPROVED BY ENGINEER)C 1 OR IMPORT PER SECTION 9-03.12 NW CORNER OF INTERSECTION OF S 130TH ST ' > ° ( � AND 80TH AVE SOUTH. (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. BENCH MARK ELEV. = 312.21 FEET TOP OF RR SPIKE IN ' a ° ° a a POWER POLE LOCATED IN FRONT OF 8024 r S 130TH ST. < ° BENCH MARK ELEV. = 307.40 FEET TOP OF RR SPIKE IN POWER POLE LOCATED AT SW PROPERTY ° PROPOSED 8" AND 6" SEWER PIPE ° CORNER OF 7828 S 130TH ST. V_0" PIPE ZONE MATERIAL PER SECTION 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE 9-03.16 BEDDING MATERIAL FOR FLEXIBLE PIPE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 4. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND s" PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. zi. :_ ° 5. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES ° a EXCAVATION OF UNSUITABLE SOIL AND AS DEFINED BY THE CONTROL POINTS. {_ a a BACKFILL OF FOUNDATION MATERIAL a ° (IF NECESSARY) DEPTH AS APPROVED 6. ALL MANHOLES SHALL HAVE LOCKING LIDS. BY ENGINEER. MATERIAL SHALL MEET JU i SECTION 9-03.9(1) BALLAST 7. MATCH FINISH GRADE WITH ALL MANHOLE LIDS. NOTES: 8. PROVIDE AS—BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. „g 2. HAND TAMP UNDER HAUNCHES. 9. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" HAND TAMP ONLY. �oF w S�� THICK. (IN ACCORDANCE WITH STANDARD PLAN #F006, DRAWING #FR01 N). {'y 11. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, 4. y�P INSERT ETHAFOAM HS 600 PLANK—FOAM BOARD OR EQUAL AS CLEARANCE FLLOoW LLIN IS MAINTAINED w PIhE tv1UW BE ANCHORED IN SUCH A MANNER AS TO ENSURE T SEPARATION. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS 1 BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN �0,9Fc/STEP�23169 �\���'Q 12. SIDE SEWERS SHALL HAVE A MINIMUM SLOPE OF 2% FROM THE SEWER MAIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. ss NG TO THE ADJACENT PROPERTY LINE. SIDE SEWERS SHALL BE 6'-8' DEEP AT , �oNALE THE PROPERTY LINE. 8"-6" PVC SEWER , EXPIRES TYPICAL TRENCH BEDDING AND BACKFILL SURVEYED: SCALE: N. CABBAGE, P.L.S. VERTICAL: NAVD 1988 DATE: 1 >'=20' HORIZONTAL NAD 1983/1991 ai, ,� CITY 0 F 80TH AVENUE SOUTH Fl OCT. 2000 DESIGNED: f AG RENT 0 N ELDBOOK: DRAWN: SEWER EXTENTION PAGE JDH ONE INCH DATUM DRAWING NO: 1 CHECKED: AT FULL SCALE wT `fib - i$t9 AG IF NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY DETAIL SHEET SHEET: 10 OF:1 m SCANNE® JUL7 Z011`rC'` / W - 28 � C� O �