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Home My WebLink AboutzS-1687SetPLAN VIEW SANITARY 1-114#2 3CA4F /' =e' Zi 8 VAR /ES s} Z'COMP. DEPTH �' o' 2 -CCOM T t� FN /c' PERT P //-'E c I CLAS56 "A:PH.CONC. T a 5 0' P, P 5 0' 7 -0" 2" AO DE T+I C Q''1�PF+-�( -7 EX. PAVING W L CLa55 �L1.7 EX. PAVING 3/4 "- I !z'•WASHEO CEMENT CONC. _' LO1�IGe�rf LOI�..e-�rf. 3' 02 GRAVEL SIDEWALK � � CEMENT CONC. � � �9��i ` � o.oz �, t,• ` � o.oz CURB 4 GUTTER T=,' •I V2' MIN. COMP. DEPTH CR. SURFACING TOP COURSE 5 ;�/Ji�T CD*CTE - - 5 G�• rT i 21/2' MIN. COMP DEPTH CR.SURFACING BASE COURSE / c ✓n£�1T cDrl z h l I�EPTU z. sue,;,- -[ Dp cal c �n£T eL�I �T�J °((In' 0, PT aePTU��. r r �Dp ca � TYPiGAL STREET SECTION GUvb4uTTE2 2'YN,I uce.su¢� , �cuc Cu�P, ruTT:� z�'M, ear- v�prucE.�¢ cmc, cap TYPE L' _ &�I "�-�pDD�rrUT_TE�z �T_�TEIZ�D Cu Qe?�,uTTEQ i /!✓F /LTRAT /ON TREE ✓CH ABERDEEN AVE NE ME 24 "H ST. DETAIL NO --GAL-1- NO NO SCALE '� 14 -5 BATTE¢ED CURE) -15.0 2011EP 6U¢8 (28' 7FLOW UtJE ) ` r a Z 22.5'&nTT ✓:0 cU2a (44 wLINE) I 0 185 btlTTECUDCURB- 19.OTLOLLEDOJ25(36 FLOW Luis) i w TU6 E P1 U& END p 262 - 13.1 -7' FiP E¢ED CUPS - 13.67'QoLLED aq, g STA /f94 PTBCOCAnON 7' 6\TT�s°D ar&,- 17.67 ¢OLCfOCU¢ I coAApl�i� co�¢pS10N P20T41�CTION MUST EjC-- C�rcA'(� �L�EVA-TIb1� TRENLi1 1.33 21.11' BATTED CU¢6 S-27 I 4; 9 -- "-� - - " -� INVERT ELEVATION t r�oTe: OUTLET _ �' To DOWNSTREAM - Tp.FLOW LlriE= D.Bb'o�l LIAT[BVz 6033 ON ¢®LIED I MIS '. JCOPE 5/ - PERC TRE/1lCI{ ' IL y, 45° , CBCG a' \ TYRE rr C,4TC+4 ZYPE CATC�IN LX 1Q0 j9lj 0U TLET PIPE Amt sCopt -.5 / 1. DETALL 4 S ANPARD CB ADDER STEPS tdlT plp MIr11MUM �ttoL_mlc- G No sGA L4- ((tAL1AN(�) . (FROM PERC T8ENf4) gs•ECc m x r, ! 2 3 4 I> a Z OF 6012ROG IOTi ¢- 65tC -MT NATErztAL O¢ Ca A( VaNIZEo W w TU6 E P1 U& END p 262 y,l % Z I -- MHsf 3 STA 3 *95 278 QI R1111 EL= 260-54 2 i d"I.VV OUT 1174 2- W /NV IN 2 73. 92 EX /ST /NE) C- ROUND - /NV OUT - 273.72 CIR4TE 274 0 - Q W ' * MN"t2 270 Q STA //-50 RIM EL =2731 l Q 8 "/NV_OU7- :tB B " /NV OUT = �6E60- c�j MH# I PY/MP 3TAT /ON 8 " /NV /N (E) - e60. 21- STA 0 +35 8" /NV /AI (5 J = 259.98 Z66 RIM EL =268.5!- 8 "1NV. OUT(NW)= 260./5 690/ B " /NV /N = 259.54 8" /NV. OUT (5W)= 259.90 5 1IWE¢.T '' 'z rJ.I STD. CB h 9 " /NV. OUT= 260. 56 - PL UG S f: LEVFtTIUti �, 2'PtlzF LADDER L /NE, F50TH ENDS FOR FUTURE -a STEPS USE Zy5 r1DT -e: -AIL M -ETA.L pmgG� -Arlo - c-U¢FACt MUST. � MADE- - � v Z62 /-PLUGGED I-WE � • O ti h r° 300 ti a h 296 c h 0 O 242 0 R h 286 EX 1,571N6 GROUND 1 , MH# 9 STA 1 *36 R/M EL = 300, 5t /N V. /N=- 245 - 6G INV.. OUT= 265- 56- IAIV. IN. = 2,55.62 INV 0 0 T =285. 62 �R,. S•= 0.54 / SAN /TARY SEWER PROFILE ALONG NW BOUNDARY 278 SCALE LIOR /Z /"= 40' VERT 1"= 4' 2 274 I - - - - -- I� _______ IQ 270 _ a Z OF 6012ROG IOTi ¢- 65tC -MT NATErztAL O¢ Ca A( VaNIZEo ��S w TU6 E P1 U& END p 262 y,l % MHO /D g STA /f94 THROUGH L 0TS /8 !9 � N coAApl�i� co�¢pS10N P20T41�CTION MUST EjC-- /NV Our = 292 ) 92- 0 /(AS -ba /// � S-27 4; Z58 1=C4N VIEW TypcY CB's TYRE rr C,4TC+4 FSASira SCALE fLowg-E5T -Z Tom/ jL PO�L�LL):lo 0 �ttoL_mlc- G >Jo scJkGir- /NATURAL GROUND /=050 280 Il 276TYPES PIPE 1NV = Z76.52 3 4 NLi C6ri2 R EL= 279.00 2 " /NV. /N= X75./2 \ N TYPE -Y CB # 4 l2 "INV. OUT = 276. GO \ \ 0 qj All OIL SEPARATOR 268 STA 9f18 1IE 23RDST \ h N n n n GR. EL.= 279.43 12 "INV I1V = 274.08 N m m Q !2 "!N,V OUT= 276.23 d" /NV /N= 275.56 �N I Z W 272 STORM Ok_AINAGE PROF.IL E h Q - SCALE 268 - - -_ i. - -"EX /STING IVOR& 1'=40' -- --- --'- -' --- _..- PAV /NC VERT 1" =4' 711PE Z c6 s STA 3�25� GR EL = 267 30 2 "INV= 265.00 264 ABEROEEN AVE NE SCALE HORIZ l " =40" VERT l " =4' O ti h r° 300 ti a h 296 c h 0 O 242 0 R h 286 EX 1,571N6 GROUND 1 , MH# 9 STA 1 *36 R/M EL = 300, 5t /N V. /N=- 245 - 6G INV.. OUT= 265- 56- IAIV. IN. = 2,55.62 INV 0 0 T =285. 62 �R,. S•= 0.54 / SAN /TARY SEWER PROFILE ALONG NW BOUNDARY 278 SCALE LIOR /Z /"= 40' VERT 1"= 4' 2 274 I - - - - -- I� _______ IQ 270 WAS' GRAY PERCOLATION TRENCH NO SCAI - DRYWEC! SIZE, EACH 107= .514,-72 EX /STING GROUNG i ,57-a / +50 L U / �F I Rim f/ =Z73 -t 8 "M v. b, = 260. /0 5 "Inv. out= 260.00 1 35 r9± f.23 8.13 15HT 3 of 4 13-3-11 3 -11 2 4 .6. 8 10 12 '4 16 '8 20 22 24 : 26 28. 30 32 34 36 STA 4,%5747 NE 23aIS7 =0 *G0 ��S TU6 E P1 U& END p 262 y,l % MHO /D g STA /f94 THROUGH L 0TS /8 !9 /NV /N = 2 h� /NV Our = 292 ) 92- 0 /(AS -ba /// WAS' GRAY PERCOLATION TRENCH NO SCAI - DRYWEC! SIZE, EACH 107= .514,-72 EX /STING GROUNG i ,57-a / +50 L U / �F I Rim f/ =Z73 -t 8 "M v. b, = 260. /0 5 "Inv. out= 260.00 1 35 r9± f.23 8.13 15HT 3 of 4 13-3-11 3 -11 2 4 .6. 8 10 12 '4 16 '8 20 22 24 : 26 28. 30 32 34 36 STA 4,%5747 NE 23aIS7 =0 *G0 R/M EL :290.9/ INV 1A( - 51 9 = 29488 1 ; /NV OC/T 2 ,34.77 SANITARY SEWER PROF /LE ..,� THROUGH L 0TS /8 !9 r SCALE HOR /Z I " -40 - S-27 WAS' GRAY PERCOLATION TRENCH NO SCAI - DRYWEC! SIZE, EACH 107= .514,-72 EX /STING GROUNG i ,57-a / +50 L U / �F I Rim f/ =Z73 -t 8 "M v. b, = 260. /0 5 "Inv. out= 260.00 1 35 r9± f.23 8.13 15HT 3 of 4 13-3-11 3 -11 2 4 .6. 8 10 12 '4 16 '8 20 22 24 : 26 28. 30 32 34 36 CV Ld 11 1 , 1 1 rl t� t f //w EL, =225. 33 � 'ORCED MA /N + mot t 1 t ' 1 r 1' 1 �1 1 1 E PP0,00,5E,5 14VIN& AND r C[�R6 i 6UTT6R u i SANITARY SEWER PUMP STATION RIM EL= 26$.5 � (� 32' MIN COVER V 6' FORCED MAIN NOTE= f HOUR AuX/LLARY STORAGE � 0,56 coAlmNED IN v✓ET 72'SEWER MANHOLE WELL 4i s — I le 5 I ? AUXILLRRy!; I I W STORAGE I OI I ! m I � I Q HIGH ALARM I WET WELL MOuNTEO SANITARY H DUMP 67A7 1ON STA (n I 25a. 90 °EL, P✓c I °. , /0` SAN /TARY EASEMENT 4— -95AG OF4 /E= 2.4 i I i�1 _ 2.56 - 00 0.s — TAPER M14 F30TTOM FM E G, &/411A TO C ' Orq LEAD ON -5/iv LOW ALARM LEg1 OFF 159.00 W 257.75 158 -ZS 710 PIPE INVERT EXIST /AIG PAVEMENT Z I MH /N E T 257.50 EDGE Z57-00 P / /MD STdT/Q!I/.PZAN V/EW � SA NI TA SEWER PUMP 5 T TIOA/ SCH,fAIM TIC No s�ALE I NO SCALE — jI c� I ! SCALE: I " =40' EX /STING 20' 45, EL,PYC j2E4,45 °ELS,PW CONC DWY E -a Rvc EDGE OF EX 15TIAIG - - - - -= s PAVED SHLDR- PAVEMENT (TVP) 7740 PROPOSED 6 ` PI/C. FORCE MAIN - -- - CEX /ST/NG 6'STEEL WATER M4lN� _ ro" PVC _ _. .. GLACE CQVC.4ETE �e ------ _ - - -- -- Cl !0' NIM. BETwZ&V WA7E4 - MAIN e SANITARY MNN ABERDEEN AVE. LEGEND -- WATER 2" STEEL WRAPPED PHONE 1. All work and materials shall be in accordance with City of -M y -- ° — ° - - -- ELECTRIC Renton standards and specifications. 2. All locations of existing utilities are approximate, and it " s: ;all be the responsibility of the contractor to verify the s 5 POWER POLE P y y /� exact location to avoid damage Or :,disturbance. 3. Pump to be Smith and Loveless .6 H.P. 4B2B Sewage Pump, 1760 R.P.M. with 74i'S4L22 impeller or .approved equal. 1 I 1 1 EDGE OF EXISTING SIFE PUMP sTAT /O.?V PAVEMENT (TYP) ---, DETAILS, TNt$ SHEET. 4. Sanitary Sealer Bedding to be class "C" with backfill a minimum Of`900/e compaction. . ' 271 MDI�ED FORCE'MA /N ANV AODED / i/ -7 5. Sanitary Sewer Force :Main to have 3} feet of cover minimum. -79 EXISTJ.VC 6" Wq TcF, MA /�r � REV DATE `6, Sanitary Sewer to be Schedule 80 6 "P. °v.C. pipe. NO. DESCRIPTION APP,BY CLIENT TOWNSEND-CHASTAM Q ASSOC., INC. JOYCE DEVELOPMENT CO. 7. H /6H FG TU HC FELD LOCA7_O FOC LOCATIOA� OF A /!Z' ,PE(., /cF VALVE_ �k r 8. A°x; /:ary w�� GoHnGCt:on re ed o� l.'Ft st.�•a /J —y��i r,�i / -,, U / OEV£LOPMENT CONSUL PANTS PROJECT AZALEA LANE q. PLACE / FT CONCRETE CAP O ✓Eft SANlrAirY FORCE APPROVED •nom a LAND SURVEYORS LIFT STATION AND OFFSITE FORCE MAIN McVN AT IVATEi? n�grt CROSS /N6 11V DIRECTOR OF PUBLIC WORKS (SATE SwOU7IN.inrgd• A VENUE y409T 1 / IEEN/,�If�AeSHING70N'' e031 ,J DRAWN BY R_ SCALE �` - 40 SHESTO (206) 854-2043 APPROVED R\0. DATE 6 - 14 -79 F BOJK OF— SHF 4 J 4 /J0677IZ6 7 -�a R.O. 13-3-11 1 STA. O * 80 6' -4 i = 0*00 —+ i ay %'MHN5 y.0 e °N � m nSTAO *oo -i° d w e: 10 11 12 \- 13 HE 24 STREET 6 +69.80 - 24 ,lh 7 "67.84-24 th TM E ! 0 +00 Camas P a � �3.�5 - 3. I STA. / -45 '- 1i 366" /NV EL.= z7s.a4 ! i 34 t 60' - - /33 STA. O 36 - 36'-6" /NV L-L. =276. 6 I / STA 0100f = 66.49 Al�. A /NY. = EL. 274. e / I 4 W // l - f 1 \l ' i t 725 ,41 STA. 2 1 F ; /,¢//I✓, EL 29 29 -- - -- 4 STAG + 9 07, X41 I 25 ` 1 i MH4` - TA L D + t � STA 2 O( {4 /NV el. 28 \ {y r 65x G C;`1v ` N 31/ 30 29 "N hM2 14 +52.47 t �fi1E/ 3R1 ST/ �� 7-A6 / * S8 l /NU. -L. 301' 210 24 \\� �i STA. OfS� NV. EL.= 295.56 +j I1W 22 t )� co tl Q t, 3/O STA. 2� STA. 0 *4/ \ i / +96.60 _ 9 ' y� SMT i �y� o ti W I w +STA 157.58 yo Pp i 28e it i � D E h 3 VICINITY MAP SCALE: I" =400' r E>r0Mk,0gDED QFui� . OVAL RECOMMENDED FOR ANAL BY% 7-.30-29-J - -- .. - .;itrtn�Ehli3c"G NPPROVAL '- / /_' . SANITARY oER A• AS - BUILT J y Q ?ys 8 -21-79 �� d Py. /STE I . All work and materials to be in accordance with the City r, �`fs /BNAL��G of Renton standards and The standard specifications for Minicipal Public Works Construction, 1977 prepared by the Washington State Chapter of American Pc -blic work. Ao _-OC-- ation (A.P.W.A.) 2. All manholes to be located S' South and /or West of street unless otherwise noted= �/ / 3, Sewer II (Extra rubber Joints to be concrete noted o M., C -14, REV NO. DATE DESCRIPTIO Class II (Extra Strength) unless otherwise noted oa the drawing. • CLIENT JOYCE DEVELU�EN a. Side Sesers to er -p concrete, provide test tees and mask end Of Side Sewers -per City in of Renton Standards. PROJECT AZALEA 5. All Sanitary Seaver Main Linea shall he checked by TV �1��R�� ®; - i � /3 QEYELCI�iMEA7 G�iY�OLTAA�TS Video Tapes delivered er the city= L"D SVRVEYORS SANITARY SEWEt 6. A preconstruetioa conference between Deveiopert Contractor, L1 /RECTOR OF PUBLIC WORKS 0.4TE City and all Otilies required before any work is to ° ss begin. y440099 SO.L17Npp 5 d A0ZAR/E q/� W*A& � /trNZ WA �� s DRAWN eyACF SCALE 1%40V' CV® 6V4 JAPPROvEDRO D ATE '%- 20- 7df. SHT. 1 of 4 ANNEO MAR 2 6 ZW3 ROLL 180 FR , 0 IZ- L-2--7'-FA -74" � mtl l0' UTIL'R yY ESMT �j�I m LU a� i I ® • IJ / J h° STA. E " , , /O' UT /L/ Y ESMT -- p p Y 4 W iF i S opt?, 4 f Z i? I I m vn NR n n,L 5 5%i 7 +x/.56 NE23/d UJ ' * *3/.95 B /nine z q ~ 9 W h N 9 "61.13 END 0*00 —+ i ay %'MHN5 y.0 e °N � m nSTAO *oo -i° d w e: 10 11 12 \- 13 HE 24 STREET 6 +69.80 - 24 ,lh 7 "67.84-24 th TM E ! 0 +00 Camas P a � �3.�5 - 3. I STA. / -45 '- 1i 366" /NV EL.= z7s.a4 ! i 34 t 60' - - /33 STA. O 36 - 36'-6" /NV L-L. =276. 6 I / STA 0100f = 66.49 Al�. A /NY. = EL. 274. e / I 4 W // l - f 1 \l ' i t 725 ,41 STA. 2 1 F ; /,¢//I✓, EL 29 29 -- - -- 4 STAG + 9 07, X41 I 25 ` 1 i MH4` - TA L D + t � STA 2 O( {4 /NV el. 28 \ {y r 65x G C;`1v ` N 31/ 30 29 "N hM2 14 +52.47 t �fi1E/ 3R1 ST/ �� 7-A6 / * S8 l /NU. -L. 301' 210 24 \\� �i STA. OfS� NV. EL.= 295.56 +j I1W 22 t )� co tl Q t, 3/O STA. 2� STA. 0 *4/ \ i / +96.60 _ 9 ' y� SMT i �y� o ti W I w +STA 157.58 yo Pp i 28e it i � D E h 3 VICINITY MAP SCALE: I" =400' r E>r0Mk,0gDED QFui� . OVAL RECOMMENDED FOR ANAL BY% 7-.30-29-J - -- .. - .;itrtn�Ehli3c"G NPPROVAL '- / /_' . SANITARY oER A• AS - BUILT J y Q ?ys 8 -21-79 �� d Py. /STE I . All work and materials to be in accordance with the City r, �`fs /BNAL��G of Renton standards and The standard specifications for Minicipal Public Works Construction, 1977 prepared by the Washington State Chapter of American Pc -blic work. Ao _-OC-- ation (A.P.W.A.) 2. All manholes to be located S' South and /or West of street unless otherwise noted= �/ / 3, Sewer II (Extra rubber Joints to be concrete noted o M., C -14, REV NO. DATE DESCRIPTIO Class II (Extra Strength) unless otherwise noted oa the drawing. • CLIENT JOYCE DEVELU�EN a. Side Sesers to er -p concrete, provide test tees and mask end Of Side Sewers -per City in of Renton Standards. PROJECT AZALEA 5. All Sanitary Seaver Main Linea shall he checked by TV �1��R�� ®; - i � /3 QEYELCI�iMEA7 G�iY�OLTAA�TS Video Tapes delivered er the city= L"D SVRVEYORS SANITARY SEWEt 6. A preconstruetioa conference between Deveiopert Contractor, L1 /RECTOR OF PUBLIC WORKS 0.4TE City and all Otilies required before any work is to ° ss begin. y440099 SO.L17Npp 5 d A0ZAR/E q/� W*A& � /trNZ WA �� s DRAWN eyACF SCALE 1%40V' CV® 6V4 JAPPROvEDRO D ATE '%- 20- 7df. SHT. 1 of 4 ANNEO MAR 2 6 ZW3 ROLL 180 FR , 0 IZ- HE 24 STREET 6 +69.80 - 24 ,lh 7 "67.84-24 th TM E ! 0 +00 Camas P a � �3.�5 - 3. I STA. / -45 '- 1i 366" /NV EL.= z7s.a4 ! i 34 t 60' - - /33 STA. O 36 - 36'-6" /NV L-L. =276. 6 I / STA 0100f = 66.49 Al�. A /NY. = EL. 274. e / I 4 W // l - f 1 \l ' i t 725 ,41 STA. 2 1 F ; /,¢//I✓, EL 29 29 -- - -- 4 STAG + 9 07, X41 I 25 ` 1 i MH4` - TA L D + t � STA 2 O( {4 /NV el. 28 \ {y r 65x G C;`1v ` N 31/ 30 29 "N hM2 14 +52.47 t �fi1E/ 3R1 ST/ �� 7-A6 / * S8 l /NU. -L. 301' 210 24 \\� �i STA. OfS� NV. EL.= 295.56 +j I1W 22 t )� co tl Q t, 3/O STA. 2� STA. 0 *4/ \ i / +96.60 _ 9 ' y� SMT i �y� o ti W I w +STA 157.58 yo Pp i 28e it i � D E h 3 VICINITY MAP SCALE: I" =400' r E>r0Mk,0gDED QFui� . OVAL RECOMMENDED FOR ANAL BY% 7-.30-29-J - -- .. - .;itrtn�Ehli3c"G NPPROVAL '- / /_' . SANITARY oER A• AS - BUILT J y Q ?ys 8 -21-79 �� d Py. /STE I . All work and materials to be in accordance with the City r, �`fs /BNAL��G of Renton standards and The standard specifications for Minicipal Public Works Construction, 1977 prepared by the Washington State Chapter of American Pc -blic work. Ao _-OC-- ation (A.P.W.A.) 2. All manholes to be located S' South and /or West of street unless otherwise noted= �/ / 3, Sewer II (Extra rubber Joints to be concrete noted o M., C -14, REV NO. DATE DESCRIPTIO Class II (Extra Strength) unless otherwise noted oa the drawing. • CLIENT JOYCE DEVELU�EN a. Side Sesers to er -p concrete, provide test tees and mask end Of Side Sewers -per City in of Renton Standards. PROJECT AZALEA 5. All Sanitary Seaver Main Linea shall he checked by TV �1��R�� ®; - i � /3 QEYELCI�iMEA7 G�iY�OLTAA�TS Video Tapes delivered er the city= L"D SVRVEYORS SANITARY SEWEt 6. A preconstruetioa conference between Deveiopert Contractor, L1 /RECTOR OF PUBLIC WORKS 0.4TE City and all Otilies required before any work is to ° ss begin. y440099 SO.L17Npp 5 d A0ZAR/E q/� W*A& � /trNZ WA �� s DRAWN eyACF SCALE 1%40V' CV® 6V4 JAPPROvEDRO D ATE '%- 20- 7df. SHT. 1 of 4 ANNEO MAR 2 6 ZW3 ROLL 180 FR , 0 IZ- a � �3.�5 - 3. I STA. / -45 '- 1i 366" /NV EL.= z7s.a4 ! i 34 t 60' - - /33 STA. O 36 - 36'-6" /NV L-L. =276. 6 I / STA 0100f = 66.49 Al�. A /NY. = EL. 274. e / I 4 W // l - f 1 \l ' i t 725 ,41 STA. 2 1 F ; /,¢//I✓, EL 29 29 -- - -- 4 STAG + 9 07, X41 I 25 ` 1 i MH4` - TA L D + t � STA 2 O( {4 /NV el. 28 \ {y r 65x G C;`1v ` N 31/ 30 29 "N hM2 14 +52.47 t �fi1E/ 3R1 ST/ �� 7-A6 / * S8 l /NU. -L. 301' 210 24 \\� �i STA. OfS� NV. EL.= 295.56 +j I1W 22 t )� co tl Q t, 3/O STA. 2� STA. 0 *4/ \ i / +96.60 _ 9 ' y� SMT i �y� o ti W I w +STA 157.58 yo Pp i 28e it i � D E h 3 VICINITY MAP SCALE: I" =400' r E>r0Mk,0gDED QFui� . OVAL RECOMMENDED FOR ANAL BY% 7-.30-29-J - -- .. - .;itrtn�Ehli3c"G NPPROVAL '- / /_' . SANITARY oER A• AS - BUILT J y Q ?ys 8 -21-79 �� d Py. /STE I . All work and materials to be in accordance with the City r, �`fs /BNAL��G of Renton standards and The standard specifications for Minicipal Public Works Construction, 1977 prepared by the Washington State Chapter of American Pc -blic work. Ao _-OC-- ation (A.P.W.A.) 2. All manholes to be located S' South and /or West of street unless otherwise noted= �/ / 3, Sewer II (Extra rubber Joints to be concrete noted o M., C -14, REV NO. DATE DESCRIPTIO Class II (Extra Strength) unless otherwise noted oa the drawing. • CLIENT JOYCE DEVELU�EN a. Side Sesers to er -p concrete, provide test tees and mask end Of Side Sewers -per City in of Renton Standards. PROJECT AZALEA 5. All Sanitary Seaver Main Linea shall he checked by TV �1��R�� ®; - i � /3 QEYELCI�iMEA7 G�iY�OLTAA�TS Video Tapes delivered er the city= L"D SVRVEYORS SANITARY SEWEt 6. A preconstruetioa conference between Deveiopert Contractor, L1 /RECTOR OF PUBLIC WORKS 0.4TE City and all Otilies required before any work is to ° ss begin. y440099 SO.L17Npp 5 d A0ZAR/E q/� W*A& � /trNZ WA �� s DRAWN eyACF SCALE 1%40V' CV® 6V4 JAPPROvEDRO D ATE '%- 20- 7df. SHT. 1 of 4 ANNEO MAR 2 6 ZW3 ROLL 180 FR , 0 IZ- �fi1E/ 3R1 ST/ �� 7-A6 / * S8 l /NU. -L. 301' 210 24 \\� �i STA. OfS� NV. EL.= 295.56 +j I1W 22 t )� co tl Q t, 3/O STA. 2� STA. 0 *4/ \ i / +96.60 _ 9 ' y� SMT i �y� o ti W I w +STA 157.58 yo Pp i 28e it i � D E h 3 VICINITY MAP SCALE: I" =400' r E>r0Mk,0gDED QFui� . OVAL RECOMMENDED FOR ANAL BY% 7-.30-29-J - -- .. - .;itrtn�Ehli3c"G NPPROVAL '- / /_' . SANITARY oER A• AS - BUILT J y Q ?ys 8 -21-79 �� d Py. /STE I . All work and materials to be in accordance with the City r, �`fs /BNAL��G of Renton standards and The standard specifications for Minicipal Public Works Construction, 1977 prepared by the Washington State Chapter of American Pc -blic work. Ao _-OC-- ation (A.P.W.A.) 2. All manholes to be located S' South and /or West of street unless otherwise noted= �/ / 3, Sewer II (Extra rubber Joints to be concrete noted o M., C -14, REV NO. DATE DESCRIPTIO Class II (Extra Strength) unless otherwise noted oa the drawing. • CLIENT JOYCE DEVELU�EN a. Side Sesers to er -p concrete, provide test tees and mask end Of Side Sewers -per City in of Renton Standards. PROJECT AZALEA 5. All Sanitary Seaver Main Linea shall he checked by TV �1��R�� ®; - i � /3 QEYELCI�iMEA7 G�iY�OLTAA�TS Video Tapes delivered er the city= L"D SVRVEYORS SANITARY SEWEt 6. A preconstruetioa conference between Deveiopert Contractor, L1 /RECTOR OF PUBLIC WORKS 0.4TE City and all Otilies required before any work is to ° ss begin. y440099 SO.L17Npp 5 d A0ZAR/E q/� W*A& � /trNZ WA �� s DRAWN eyACF SCALE 1%40V' CV® 6V4 JAPPROvEDRO D ATE '%- 20- 7df. SHT. 1 of 4 ANNEO MAR 2 6 ZW3 ROLL 180 FR , 0 IZ- VICINITY MAP SCALE: I" =400' r E>r0Mk,0gDED QFui� . OVAL RECOMMENDED FOR ANAL BY% 7-.30-29-J - -- .. - .;itrtn�Ehli3c"G NPPROVAL '- / /_' . SANITARY oER A• AS - BUILT J y Q ?ys 8 -21-79 �� d Py. /STE I . All work and materials to be in accordance with the City r, �`fs /BNAL��G of Renton standards and The standard specifications for Minicipal Public Works Construction, 1977 prepared by the Washington State Chapter of American Pc -blic work. Ao _-OC-- ation (A.P.W.A.) 2. All manholes to be located S' South and /or West of street unless otherwise noted= �/ / 3, Sewer II (Extra rubber Joints to be concrete noted o M., C -14, REV NO. DATE DESCRIPTIO Class II (Extra Strength) unless otherwise noted oa the drawing. • CLIENT JOYCE DEVELU�EN a. Side Sesers to er -p concrete, provide test tees and mask end Of Side Sewers -per City in of Renton Standards. PROJECT AZALEA 5. All Sanitary Seaver Main Linea shall he checked by TV �1��R�� ®; - i � /3 QEYELCI�iMEA7 G�iY�OLTAA�TS Video Tapes delivered er the city= L"D SVRVEYORS SANITARY SEWEt 6. A preconstruetioa conference between Deveiopert Contractor, L1 /RECTOR OF PUBLIC WORKS 0.4TE City and all Otilies required before any work is to ° ss begin. y440099 SO.L17Npp 5 d A0ZAR/E q/� W*A& � /trNZ WA �� s DRAWN eyACF SCALE 1%40V' CV® 6V4 JAPPROvEDRO D ATE '%- 20- 7df. SHT. 1 of 4 ANNEO MAR 2 6 ZW3 ROLL 180 FR , 0 IZ- ROLL 180 FR , 0 IZ- YPE CS. B EPARATOR - -- -- . ---""` a R EL = 2&3.37 1, R (i1IP VV=. .It-! OUT = 477` - 27.5.23 /2 r1VV,mVt 25 a oa "4 2 .'V",, IN O 7- 75.23 DROP-477.. /3H71eS. 2Q . .ST.4 7 +26 RIM EL_ =22o -d0 Q k -OW. rN =e7g65 276 76 33 C 4 F Z7.: <5 ... NATURAL GRGUNFi 1 2 �- � °m ry 2 v aERF RrRE :2 - z �` Ex �'itNb r<iY1niC� r 12 lNV 8 ; � a LA c O. 50 q � MH #3A STA. / +O6 TYPE 7t' C,5# 7 /58.49 ^B N/ JtL SER4RA?CR 5. 0_ i7/t :. T4e 700 r`V 796 RIM_ EL:= &6.3.34 STA 1 7o. oo 6R F6 260 07 ' _ -_ - / /NV.OVT =TSB 2i¢a7 2 N N l' ` 60- 07 rf" V - 275 70 - 7? ° dv v 2 76,41 B " - 276 03 - (Q -lNY !N /2 ".INV 01 , - -,"77 c'O TrP`".If 6# c I 5-- P Wt ✓�rAAiWOF � f 2 3G MHV3 °c 4 "'13 .STA2 +67Nv 3 Ntry "3 m� RIM El- Z6O - -54 - /AlV 0 U - ?76_Z0 1 v /!VV /N- =-'74-1-0-273 92 Q , INV OUT'-z -. f OO 2U72 N, ( v. Q _ AZALEA LANE ( �A"MAS AV E � / SANITARY SEWER PROFILE 77126 d Y __ feu t) l '- f �� I i 276 1 j -� RIM EL 299.85 _ INV- /N= €�6. X286 64 v 'A"' a T 2,56. -d5 Y NH* STA 4-57- it _ R/M EL - -- 240.91 rNV / SrA +ICS /Ni% IN 284.88 9: /NV OUT =28477 '2`tr„v. =285. 5G NEA rd.ST - a R EL = 2&3.37 /2 r1VV,mVt 25 a oa "4 2 .'V",, IN O 7- 75.23 DROP-477.. /3H71eS. 2Q . .ST.4 7 +26 RIM EL_ =22o -d0 Q k -OW. rN =e7g65 276 76 33 C 4 F , R A r ... NATURAL GRGUNFi 1 2 �- � °m ry 2 v z 12 lNV 8 2.98 TYPO -z 28a 5 k/oa - ,5E,DARA70R- AND PRC}P 17- . 0-86 DO - a R EL = 2&3.37 /2 r1VV,mVt 25 a oa 2 .'V",, IN O 7- 75.23 DROP-477.. /3H71eS. 2Q . .ST.4 7 +26 RIM EL_ =22o -d0 -OW. rN =e7g65 276 76 33 1NV.0UT =9A&3¢ 271.65 4 F 7 R roa �.ru�- b941T33u= Z2031J�JJt9� -E 3Y0.J� FR 2 �+ STA 9 7618 R/f! eL - Z79 :r rN!/ !N = 268.40 50.7 _ .. INV' OUT - =268 00 .... G 4 SNT 2 ai 4 SCA"hzL s 2 i