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Home My WebLink AboutzS-3152SetO M N °z g WyU� U z Y W :2 CL W Of w O N It- �V) O z a 0 Ems4 �z E-4 pq � m c .d 1 I c -� c V 1—W xW o z A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON SANITARY SEWER CONSTRUCTION PLANS for Vicinity Map z _° HORIZONTAL DATUM: w WASINGTON COORDINATE SYSTEM -NORTH ZONE D! VERT. DATUM: NAVD 88 BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN. SET 1.6' BELOW GRADE. IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH X' OF IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. O 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, I FOOT ABOVE GROUND SURFACE, Z NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. WWto -.?% -lip't a prepared P "M V_�Us_ - orm = *M 11714 North Creek Parkway N. Suite 101 Bothell, NOVA 98011 Phone: (425) 415-6144 ESM JOB NO. 1062- 001 -003 SHEET 1 OF 9 1st ISSUE DEC. 2, 2003 2nd ISSUE JAN. 23, 2004 3RD ISSUE MAY 7, 2004 Sheet Sht. No. 1 2 3 -8 9 Index Description COVER SHEET COMPOSITE UTILITY PLAN SANITARY SEWER PLAN AND PROFILES NOTES AND DETAILS 5 31'2 / E SEWER END CAP Cam— SEWER CLEAN -OUT 0 S.S.M.H. W/ FLOW DIRECTION E STORM PIPE END CAP �— CATCH BASIN - TYPE 1 *--a— CATCH BASIN - TYPE 1 W/ LOCKING LID �— 48" CATCH BASIN - TYPE 2 �— 48" CATCH BASIN - TYPE 2 W/ LOCKING LID E WATER PIPE END CAP 0---- HYDRANT IA -- WATER METER EXISTING S.S.M.H. EXISTING CATCH BASIN - TYPE 1 EXISTING 48 "0 CATCH BASIN - TYPE 2 EXISTING WATER METER POWER POLE POWER VAULT TELEPHONE VAULT CD_r_2DD ROCK WALL FOR3.84 I& CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR AP AL Date BY / /ks2 ~ Ca/ 2 Working Days Before You Dig 1 -800- 424 -5555 Date BY Utilities Underground Location Center (ID,eIfr,ND,ORWA) Date BY REVISIONS NO. i DESCRIPTION /DATE En I COMMENTS 1/23/04 SM �. E.,►,� z7 -o¢ E76�IRE5 10/19/05 i 3 Y U ® U LU n � L m a co ca au M W4 as ® cc Z 2 r 3 � N mo a m cm I- V C ci o y. so Zar 6,t U °� A j Ja O U 0 E m o m Ills ED _ P: W >s Ud z 0 z 3 w 0 z U W jj Q 3 2 �o Z 2 � � �lWW cr Z � I z a V) z z O U O z Y JOB NO 1062 -001 -003 DWG. NAME. CV -01 DESIGNED 6": SJW DRAWN Bl ". CR CHECKED e'e DATE: 12/1/03 DATE OF PRINT: CV-01 1 OF 9 SHEETS SCANNED OCT 08 q �9 NE 24TH SE 10 TH PL. S — G9 NE 0TH ST. F/ r ST. a E � L IJ SE MSS QUAH z RD L ti MAY VALLEY Lj COUNTY PARK Q > 0 CN � — SE 112TH ST. z Z 00 NE 1 TH ST. a 00v SE 116TH SE 120TH ST. ST z _° HORIZONTAL DATUM: w WASINGTON COORDINATE SYSTEM -NORTH ZONE D! VERT. DATUM: NAVD 88 BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN. SET 1.6' BELOW GRADE. IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH X' OF IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. O 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, I FOOT ABOVE GROUND SURFACE, Z NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. WWto -.?% -lip't a prepared P "M V_�Us_ - orm = *M 11714 North Creek Parkway N. Suite 101 Bothell, NOVA 98011 Phone: (425) 415-6144 ESM JOB NO. 1062- 001 -003 SHEET 1 OF 9 1st ISSUE DEC. 2, 2003 2nd ISSUE JAN. 23, 2004 3RD ISSUE MAY 7, 2004 Sheet Sht. No. 1 2 3 -8 9 Index Description COVER SHEET COMPOSITE UTILITY PLAN SANITARY SEWER PLAN AND PROFILES NOTES AND DETAILS 5 31'2 / E SEWER END CAP Cam— SEWER CLEAN -OUT 0 S.S.M.H. W/ FLOW DIRECTION E STORM PIPE END CAP �— CATCH BASIN - TYPE 1 *--a— CATCH BASIN - TYPE 1 W/ LOCKING LID �— 48" CATCH BASIN - TYPE 2 �— 48" CATCH BASIN - TYPE 2 W/ LOCKING LID E WATER PIPE END CAP 0---- HYDRANT IA -- WATER METER EXISTING S.S.M.H. EXISTING CATCH BASIN - TYPE 1 EXISTING 48 "0 CATCH BASIN - TYPE 2 EXISTING WATER METER POWER POLE POWER VAULT TELEPHONE VAULT CD_r_2DD ROCK WALL FOR3.84 I& CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR AP AL Date BY / /ks2 ~ Ca/ 2 Working Days Before You Dig 1 -800- 424 -5555 Date BY Utilities Underground Location Center (ID,eIfr,ND,ORWA) Date BY REVISIONS NO. i DESCRIPTION /DATE En I COMMENTS 1/23/04 SM �. E.,►,� z7 -o¢ E76�IRE5 10/19/05 i 3 Y U ® U LU n � L m a co ca au M W4 as ® cc Z 2 r 3 � N mo a m cm I- V C ci o y. so Zar 6,t U °� A j Ja O U 0 E m o m Ills ED _ P: W >s Ud z 0 z 3 w 0 z U W jj Q 3 2 �o Z 2 � � �lWW cr Z � I z a V) z z O U O z Y JOB NO 1062 -001 -003 DWG. NAME. CV -01 DESIGNED 6": SJW DRAWN Bl ". CR CHECKED e'e DATE: 12/1/03 DATE OF PRINT: CV-01 1 OF 9 SHEETS SCANNED OCT 08 q Z J z Y W Q J Oa- �a o o � z � Q U rr CJ 00 s F--1 u n T1 NWN ^ P4 01, rn AA c '1 �I c �n �s F Y� O In _ lllm_ REM I z 0 w °I Z A PORTION OF SE 114 OF SEC 3 , TWP 23 N, RGE 5 E, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON g € OD sS m Z C m 1 1 SCALE: 1" - 50' 50' 25' 0 50' 100' HORIZONTAL DATUM: WASINGTON COORDINATE SYSTEM -NORTH ZONE VERT. DATUM: NAVD 88 BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #P.ENT1845. BEING A. CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 46777' 2. TOM #1 SET IN TOP NON MOVEABLE BOLT WITH _X" OF IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAP CENTER, TOP OF HYDRANT. ELEVATION = 470.26'. 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR NW COP.NFP OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. m S- 3/S ?02 TBM #1 BOLT ON HYDRANT ,,-- ELEV = 470.26' REVISIONS GES`GIGTIGtI /GATE fir i �]YNEIITS i, �„ _J ESN �o, e �..orut ".. IXRRES IO /I9/a5 o c oa � au z W � a m E 9 0 tl C V m E Li £ < 0 'na �o m zQ.r j �a ��m C O o 3 c 3 c °� c U u �7 U iL 0 6 Z V z a W 2 O LLJ CC I� a OC (n o 0 QU Z z O U C9 Z `1 JOB r,0.: 1p5�- npt -O0. 0Y11_ N' -ME UT -01 DESFGNED o SAY DF:.wr1 8, _-JR CNEC ✓ED El DATE OF Pa�r,T UT-01 2 ?F 9 3..EETS .31 7 a c e SCANNED OCT 0 8 CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date BY !' Dote BY[?� Date BY BENCHMARK - RENT1845 KC HORZ CONTROL #3725 CONCRETE MONUMENT WITH 3/4° Od 2 Working Days Before You Dig BRASS PIN, 1.5' BELOW GRADE _ IN MONUMENT AND CASE 1- 800 - 424 -5555 Utiitiea Underground Location Center (ID,i1AT,ND,0R,WA) REVISIONS GES`GIGTIGtI /GATE fir i �]YNEIITS i, �„ _J ESN �o, e �..orut ".. IXRRES IO /I9/a5 o c oa � au z W � a m E 9 0 tl C V m E Li £ < 0 'na �o m zQ.r j �a ��m C O o 3 c 3 c °� c U u �7 U iL 0 6 Z V z a W 2 O LLJ CC I� a OC (n o 0 QU Z z O U C9 Z `1 JOB r,0.: 1p5�- npt -O0. 0Y11_ N' -ME UT -01 DESFGNED o SAY DF:.wr1 8, _-JR CNEC ✓ED El DATE OF Pa�r,T UT-01 2 ?F 9 3..EETS .31 7 a c e SCANNED OCT 0 8 M o A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY Ir WASHINGTON gINGTON N U) I l 1'1 a x S.S.M.H. #Z TYPE -1 484 3 STA. 13 +46.63, 3.78' RT. W LLI I.E. = 450.06 5 '^ MFF' =457 vJ 26 .o o I A MFF =460 uj I.E. = 449.70 -\S= 0.0200 FT /FT MFF =457 MFF =457 li w 108 LF 8° PVC S=0.0200 FT /FT S.E. 111T 288 LF 8" PVC 2 � INT'X STA. 16 +70.88, S.E. 111TH STREET STA. 53 +36.56, 148TH AVE. S.E. OCF 0 +62 ,0 +00 STREET _ <, - + T- F- z �5 ti g GO OD 13+-00 I / It W �� - 14 +00 I T- - 15 +00 ry -�- 00 16 +00 I 16 0.88 --- - - - - -- -�- o -+ - 3z CE - -- - -- tn U) -------- -- - -- Q 15 LF @ Of oo S= 0.0200 FT /FT + X 15 LF Z W �� jc' I.E.= 449.75 I I 15 LF ® 0 +78 1 +04 S= 0.0200 FT /FT S .0 0 2 +08 2 +34 S= 0.0200 FT /FT s= o.o20o Fr /Fr �� 84 LF 8" PVC I LE.= 453.74 75 LF S.S.M.H. #4, TYPE -1 484 I.E.= 452.96 I.E. = 456.40 S= 0.0200 FT /FT STA. 11 +64.30, 17.24' LT. I I I.E.= 457.45 W 6••x4" REDUCER TEST TEE 4" 6 "x4" REDUCER + 9 PER DETAIL SHEET 9 (TYP) 4•• TEST TEE I PEI DETAIL SHEET 9 (TYP) I " SCALE: l' 20' MFF =459 I MFF =458 MFF =459 MFF =461 MFF =463 o MFF =459 20' 70' 0 20' 40' VX4 Z S.S.M.H. #3, TYPE -1 484 0 C) o STA. 12 +63.06, 3.78' RT. I HORIZONTAL DATUNt PROPOSED 10' WASHINGTON COORDINATE SYSTEM -NORTH ZONE H I PRIVATE DRAINAGE S.S.M.H. #1, TYPE -1 484 VERT. DATUNt Z CL INT'X STA. 13 +57.16, S.E. 111TH STREET EASEMENT STA. 16 +35.08, 3.78' RT, NAVD 88 STA. 31 +18.50, FURTURE PUBLIC ROAD I U G i BENC•F'NAARK: a I CL INT'X ST?. 15 +12.37, S.E. 111TH STREET I- KING COUNTY SURVEY CONTROL POINT #RENT1345. EXISTING HOUSE TO = STA. 28 +20.38, 147TH PL. S.E. BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. CID BE DEMOLISHED IK -- ELEVATION = 467.77'. .. .. F c I ,; 00 '. -:. r - - -- -- - - -- _ IOWA FI E1 HYDRANT AS SHOWN ON MAP. BBLOT N15HNEAR O � o ° CENTER TOP OF HYDRANT. ELEVATION = 470.26'. ° ° ® 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF I PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. 4q Ln 7 M . 04 c0 c0 O 0> F Ln at M r t\ cV N OT O N r co co ui Ln 0) co o Ln Ln Lo Ln U) Ln Ln c0 co co w Lj PVI STA = 16 +02.86 N II = J PVI ELEV = 465.01 = uj o r a A.D. _ -3.03 a CN - (n 0 L.P. ELEV = 455.52 PVI STA = 14 +98.21 F K = 24.79 To = L.P. STA = 13 +75.63 PVI ELEV = 458.98 00 F w 75.00' VC PVI STA = 13 +94.34 A.D. = 2.10 vLj _ PVI ELEV = 455.18 K = 35.71 ^ cd 3 �0 (n A.D. = 4.88 75.00' VC N Mom o of OR 480 o K = 15.36 + + rl o o ^o + I• 480 a o 75.00' VC n °N° rn o v� M _ tn c°JOO� d din �� II 6 + ni f- r W N N 11 3 � N � I\ � J + O 07 `' 1 a oV) L) d d * On Ln o co T4 caw Ln q- v J w w - 4 N Ln 11 m r7 6 + O > w I Ln W m w STORM DRAIN CROSSING + _ w a STORM DRAIN CROSSING I.E.= 451.20 M j w a I.E.= 453.06 EXISTING > w Q STORM DRAIN CROSSING 00 w STORM DRAIN CROSSING > I.E. = 451.60 GRADE m I.E. = 452.64 w m PROPOSED ( - � 460 - - � 7 � 460 m b 288 L.F. 8'4 PVC ®S = 0.0300 FT /FT 108 L.F. 8 "4 PVC ® S = 0.0055 FT /FT 84 L.F. 8••4 PVC ® S = t0051FT C MIN. S.S.M.H. #1, TYPE 1 COVER ..:. 1.5' MIN. (TYP•) - RIM = 465.79 I.E. = 458.71 8 "4 W SEPERATION 440 S.S.M.H. 4 TYPE 1 (TYP.) 440 RIM = 457.50 S.S.M.H. 3 TYPE 1 I.E. = 448.91 8 "4 E, 8 "4 SW RIM = 456.76 RIM = 455.68 I.E. = 448.81 8 "4 NW I.E. = 449.55 8 "4 E, 6 "4 S I.E. = 450.07 8 "4 E, 6 "4 N KEY MAP Z I.E. = 449.45 8 "4 W I.E. = 449.97 8'•4 W O (n NOT TO SCALE W of CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APP VAL Date B Date BY Cab 2 Working Days Before You Dig S S.E. S 1111 � STREET Date BY 1 -800- 424 -5555 1"=20' HORIZ. Utkbm Underground Location Center SCALE: 7 " =10' VERT. (ID,MT,ND,OR,WA) 0 12 +00 13 +00 14 +00 15 +00 16 +00 wwp -i' mitt I REVISIONS NO. DESOPlP ON /GATE B/ I COMMENT_ 1/23/04 1 ,M 2 EVEP ABI 2112104 41 3 COMMENT_ 5 -5 -04 tiP � Cl 4y ;� =p 22OU p ; F� /STEM EXPIRES IO /14/05 3 v a u A • J i V _ u U lIX N7 C4 c� e i u au a J J � z - Z a W m C Y O Z IL O c o Y * cc O 0 j e F 4 S J V m Q N u ZQ s �a o° V m mW f cc W U )n ua Z O Z_ 3 W J_ L� U ° z (� Q z W a 2 z O CID Lu LLL ♦vn� } Z F_- z z z U Z Y JOB NO 1062 - 001 -003 DWG. NAME: SS -01 DESIGNED 61. 5JW DRAWN B� "JR CHECKED B, . DATE: DATE OF PRINT SS-01 3 OF 9 SHEETS C n ; - ' 1 ' "I c, ' SCANNED OCT 0 F �4 FR 3. REVISIONS NG. GE>CPIFTr�N /GaiE 6' 1 I 1-11T 1123104 E 1„ 2 I iEVEP .131 2112104 ES M 3 COMMENT 5 -5 -04 ESM 2M" 'PFGIs �01►ILL IXNPES 10/19/05 b L _ U u J mi c t rC u ca C b Ca W a n LU Z ® o a z _ a W m c 3 N m� Z a. m �m S � L= J 01 0 3 U N U �3 ° c0 Z�� Jo J U mm m 4! � n 3 bL 1 3 m3 t WD is 3 UIL O Z_ 3 LLI J LL. �j 0 z z Z W a 2 �z = I.L cr co,�w� OC (T >- Z E1 ,Z V O V (9 Z ]C JOB NO 1052 -001 -003 DWG. NAME: 55 -02 DESIC-NED B.,.. VW I)RAWN Br. CP, CNE, -H.EO B -,: DATE. 121 tiO3 DATE OF PPI.T SS- 02 4 OF 9 SHEETS C!7 4,1 I SCANNED OCT 08 °D" 0 - A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M. KING COUNTY, WASHINGTON ' iv CD o<r I 0 +00 I.E.= 1 456.85 OIL (/) c MFF =465 PROPOSED 10' SCALE: 1" = 20' 10' PR P WATER EASEMENT S.S.M.H. #6, TYPE -, 480 SEWER EASEMENT TYP. � STA. 95 +99.82, 0.00' TYP. 80 LF � 20' 10' 0 20' 40' $= 0.0200 FT /FT Lam. ( 0 cif � 1 I 5' I FF =460 S.S.M.H. #5, TYPE -1 480 HORIZONTAL DATLM WASHINGTON COORDINATE SYSTEM -NORTH ZONE I MFF =462 MFF =462 I.E.= 453.05 MFF =460 STA. 11 +12.24, 4.02' LT. U p MFF =463 I.E. = 454,35 VERT. DATUNk 10' PROPOSED I I I.E. = 452.21 NAVD 88 < Y SEWER EASEMENT 1 +07 23 LF S- 0.0200 FT /FT 15 LF ® 20 LF ® EIIETICF111AARK: N LLI Z I I.E.= 456.06 I $= 0.0200 FT /FT 0 +56 $= 0.0200 FT /FT 1. KING COUNTY SURVEY CONTROL POINT (%RENT1Z45. 2.5' 8 LF ® S= O.O200 �- �- 0 +14 59 LF $" PVC BEING A CONCRETE MONUMENT WITH 3/4' BRASS PIN. SET BELOW GRADE, IN A STANDARD MONUMENT CASE. _ �- 9S OO ( FE /FT 16 +1 0 +25 55 ELEVATION - 467.77'. ELEVATION LJ..I (n "- '-- _ 6 O 2. TBM #7 SET IN TOP NON MOVEABLE BOLT WITH "X" OF IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAP. w Fr Q 1'� 00 1• CENTER TOP OF HYDRANT. ELEVATION = 470.26'. � Wrj O 6 LF ® e> , 63 LF $' PVC 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE. I FOOT ABOVE GROUND SURFACE. NEAR NW CORNER OF Z I 7 5, 5= 0.0200 FT /FT � PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. cif I PROPOSED 10' Q 95 LF 8" PVC I WATER EASEMENT A J Z I LE.= 455.46) 0 +19 I �0 00 C x �� 111TH S.G. .1 ST UQ MFF =463 I 2 0 +52 i' 22 LF ® A., S= 0.0200 FT /F7 S.S.M.H. #7A, TYPE -, 480 10' PROPOSED c STA. 95 +05.00 SEWER EWER EASEMENT I j I I = LE.= 451.99 CHECKED FOR COMPLMIM RECOMMENDED rxq Z ® O I 11 LF ® I Alf TO CITY STANDARDS FOR AL Dote BY E-4 ° S= 0.0200 FT/ I MFF =459 5-m-315204 Date BY F-1 86 LF D pmm� w a PROPOSED 10' PRIVATE I S= 0.0200 FT /FT Date BY DRAINAGE EASEMENT LE.= 455.84 0 +75 87 LF ® 0 +82 �- -I•E.= 454.86 m S= 0.0200 FT /FT = m MFF =463 + LE.= 455.28 a I 480 480 6 "x4" REDUCER P I 4" TEST TEE 10' PROPOSED PER DETAIL SHEET 9 (TYP) Q° SEWER EASEMENT ° I TYP. STORM DRAIN CROSSING PROPOSED GRADE EXISTING GRADE z 5' w z _ 1+35 I.E.= 457.80 o L E.= 455.93 I ACCESS ROAD - - - - LOT 21 ' I 9 LF ® S= 0.0200 FT /FT MFF =461 MFF =460 - - - --1 460 - - o 460 o a - I MFF =464 5 �l 190 L.F. 8"0 PVC ® S = 0.0050 FT. /FT. S.S.M.H. 76 TYPE 1 = RIM 462.12 S.S.M.H. 6 TYPE 1 I.E. = 456.20 TO W S.S.M.H. #76, TYPE -1 480 STA. 91+89.85 I RIM = 460.76 I.E. = 455.25 8 "0 E, 8 "0 S. 6 "0 W MH*6 _ TO MH# 7B 90 LF 8" PVC I.E. = 455.15 TO N 1'= 20' HORIZ. I I SCALE: 1'= fo'vERr. L - - - - - - - - - - - - - - -- 440 440 - - - -- 90 +00 91 +00 92 +00 0- w a 480 v°') °�° v00i 480 00 Ui �i 480 KEY MAP Li 0 o V) °O I o NOT TO SCALE [if o(I Li m z J 5' LS D J v v w PROPOSED w PROPOSED EXISTING GRADE J GRADE GRADE EXISTING GRADE STORM DRAIN CROSSING I.E.= 455.67 STORM DRAIN CROSSING I.E. = 455.65 UJ LOT 19 460 -- - - - - - _ 460 - - - - - S.E. 1 1 , o TH ST. 460 -1 9 • 95 L.F. 8 "0 PVC ® S z °- L/) 163 L.F. 8 "0 PVC ®S = 0.0224 FT /FT 59 L F 8 = 0.0262 FT. /FT. S.S.M.H. 7A TYPE 1 S.S.M.H. 6 TYPE 1 RIM = 465.87 440 S.S.M.H. #6, TYPE 1 3' MIN. RIM = 460.76 COVER (TYP.) LE. = 455.25 8 "0 E, 8 "0 S, 6 "0 W I.E. = 455.15 8 "0 N 0 PVC ® S = 0.0422 FT /FT- 1.5' MIN. SEPERATION (TYP.) 440 RIM = 460.76 I.E. = 457.74 8 "0 N I.E. = 455.25 8 "0 E, 8 "0 S, 6 "0 W I.E. = 455.15 6'0 N MH #7A TO MH# 6 440 S.S.M.H. 5 TYPE 1 ' =20' HORIZ. SCALE: I " =fo'vERr. y Cal 2 Working Days Before You Dig S.E. 111TH STREET RIM = 451.50 1 -800- 424 -5555 IE. = 451.50 8" 0 S I.E. = 451 8 "0 N Utilities Underground Location Center SCALE: 1 =20' HORIZ. t " =10' VERT. .40 WrND, (D.MT.t�.OR.WA) O 10 +00 11 +00 95 +00 96 +00 �4 FR 3. REVISIONS NG. GE>CPIFTr�N /GaiE 6' 1 I 1-11T 1123104 E 1„ 2 I iEVEP .131 2112104 ES M 3 COMMENT 5 -5 -04 ESM 2M" 'PFGIs �01►ILL IXNPES 10/19/05 b L _ U u J mi c t rC u ca C b Ca W a n LU Z ® o a z _ a W m c 3 N m� Z a. m �m S � L= J 01 0 3 U N U �3 ° c0 Z�� Jo J U mm m 4! � n 3 bL 1 3 m3 t WD is 3 UIL O Z_ 3 LLI J LL. �j 0 z z Z W a 2 �z = I.L cr co,�w� OC (T >- Z E1 ,Z V O V (9 Z ]C JOB NO 1052 -001 -003 DWG. NAME: 55 -02 DESIC-NED B.,.. VW I)RAWN Br. CP, CNE, -H.EO B -,: DATE. 121 tiO3 DATE OF PPI.T SS- 02 4 OF 9 SHEETS C!7 4,1 I SCANNED OCT 08 °D" rvLfL- L 1. 9 4 FR 3." REVISIONS ND. DESCFiPT,6e, /DATE Br I r@MENT. 1123101 EJ1 2 SEVEP AOJ. 2112101 :M `l1.. may ,$ y P�c2Z ��UNIIL - S -Z7 OOFES 10 /19/05 d 3 U U u _ U U as C6 E _ a LU > au W Z as n z - z W p Y 3 W d E a N and Z IL 10 E o f 0 IO CC � U m G 3v Q N U 3 Q I a° z zs > i Ja pmt U 5=00 f0 E Q� m 3 dt m3 WU �II -NIL c UQ Z O U Z_ 3 W J li U O z o Q W Q Z 0 a cr1 >- Z Z Q to O U C9 Z `1 JOB NO 1062 -001 -003 DWG. NAME. _SS -03 DESIGNED 8, VW DRAWN 8� CP. �-ECKED 8, DATE 12/1!03 DATE OF PRINT SS -103 5 O 9 F SHEETS SCANNED OCT 08 V o A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON S.S.M.H. #11, TYPE -1 480 M I 8" LAMPHOLE CLEANOUT SEE SHEET 7 OF 9 STA. 24 +88.86, 6.25' RT. g . ( �a 32 LF C� I S.E. 110TH COURT � oc/') c MFF -460 FT /FT MFF =457 FS�0,0200 PROPOSED 10' LE.= 447.68 SEWER EASEMENT LE.= 44 ?.84 MFF =460 I.E. = 448.58 1 +70 MFF =457 MFF =455 MFF =453 MFF =452 1 1 +82 MFF =450 30 LF ® 28 LF ® LE.= 446.73 0+75 LE.= 446.08 LE.= 446.33 J 22 LF ® 0 +00 S= 0.0200 FT /FT S= 0.0200 FT /FT 28 LF ® 28 LF @ 0+ 0 35 LF ® 1 S= 0.0200 FT /FT I.E. = 448.76 0 +18 S= 0.0200 FT /FT S= 0.0200 FT /FT S= 0.0200 FT /FT I LL Y c C-) 95 LF 8" PVC ® - s S =0.040 FT /FT 0 +00 22 +00 0 +41 U 23 +00 -t - -- - -- -{ ----- - - - - -- + - -- -- --- - -- 24 +00 0 +00 Z Q - - -- - F---- - - - - -- - - - - -- H I.E.= 446.54 , - -- + - - - -- - I S .0 0 5= 0.0200 FT /FT T -- _._._,\`� V) Of MFF =460 _Q I.E.= 448.64 S= 0.0200 FT /FT ,. 0 +00 0 +00 W S.S.M.H. #9, TYPE -1 480 Q W 14 LF x STA. 21 +86.43, 5.00' RT. S= 0.0200 FT /FT x S= 0.0200 FT FT O S.S.M.H. #8, TYPE -1 480 / O 80 LF 8" PVC K` p STA. 21 +007.22,8.30' LT. I.E.= 445.70 �� Z I.E.= 446.22 O � I 233 LF 8" PVC � r0 Y. I I ZQ # 64 LF 8" PVC GJ -y S.S.M.H. 10, TYPE -1 48m STA. 24 +16.87, 4.97' RT. (/1 _1 i 20 LF 6 "x4" REDUCER S= 0.0200 FT /FT MFF =456 4" TEST TEE PER DETAIL SHEET 9 (TYP) SCALE: 1" 20' I.E.= 449.23 + i y ° MFF =460 PROPOSED 15' 94 LF 8" PVC DRARdAGE EASEMENT 20' 10' 0 20' ao' S.S.M.H. TYPE-1 4T. 0 +70 i MFF =455 HORIZONTAL DATUM: O STA. 20 +16.11, 7.62' LT. I 16. WASHINGTON COORDINATE SYSTEM -NORTH ZONE s s CL INT'X STA. 11 +68.41, S.E. 111TH ST. �y y = STA. 20 +00.00, S.E. 110TH CT. VERT. DATLAk NAVD 88 � � I 1Q BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #RENT1845. i - ^ MFF =455 BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. 12 (D I +00 ELEVATION = 467.77'. G,�� 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH -X' OF AP NEAR 0.26 o CENTERRTOPYOFAHYDRANT. ELEVAT ON 4 � �---_� �� •J 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 46516'. �n r �= o S-315205 I! H.P. ELEV = 459.87 =o 0 L.P. ELEV = 457.29 H.P. STA = 21 +68.14 - ° _ = L.P. STA = 20 +45.61 PVI STA = 2i+61.22 a ° ° PVI STA = 20 +56.80 PVI ELEV = 460.66 L.P. ELEV 452.25 = " PVI ELEV = 456.80 A.D. = -6.50 L.P. STA = 24 +99.24 A.D. = 5.70 K = 15.38 PVI STA = 24 +99.24 _ K = 13.16 PVI ELEV = 451.20 °o 100.00' VC 480 75.00' VC O 00 A.D. = 5.60 480 + + K = 26.79 0 _ rn 150.00' VC N 0 N= EXISTING N 3 O O m d ¢'a 7 '`1 0) = ro GRADE N s< o� - V) V) II rn U' 0) 06 + 1b + n _ w + In O � N 04 N ° N PROPOSED U a U L,1 w j w STORM DRAINAGE CROSSING j L m w GRADE + tn a m I.E. = 453.66 `' 't R CROSSING w w 460 49.951NAGE STORM DRAINAGE CROSSING SE. � 460 o I. E. = 449.60 rn _ STORM DRAINAGE CROSSING m I I.E.= 447.21 94 L.F. - 8 "0 PVC ® S = 0.0050 FT /FT 80 L.F. - 8 "0 PVC o 0 ® S = 0.0050 FT /FT 233 L.F. - 8 "0 PV ® S = 0.0100 FT /FT 64 L.F. - 9'0 PVC 440 S.S.M.H. 4 TYPE 1 t.5' MIN. 3' MIN. CAA S = 0.0050 FT /FT 440 RIM = 457.50 I.E. = 448.91 8 "0 S, 8 "0 E TYPE 1 SEPERATION COVER (TYP.) S.S.M.H. 10 TYPE 1 RIM = 458.67 S.S.M.H. 9 TYPE 1 - 453.41 - 448.81 8 "m N (TYP) RIM I.E. - "m "m "m I.E. = 448.34 8 S, 6 N, 6 _ 445.42 8 "0 CW, 8 "0 SE, 6 "0 S S.S.M.H. 11 TYPE 1 W RIM = 459.66 I.E. - "0 z I.E. = 48.24 8 NE I.E. = 447.85 8 "0 SW I.E. = 445.32 8 "0 NW RIM = 452.14 KEY MAP I.E. = 447.75 8 "0 NE I.E. = 445.84 8 "0 SE, CO N v1 NOT TO SCALE I.E. = 445.74 8 "0 NW w CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Dote BY Call 2 Working Days Before You N 1 -800- 424 -5555 S.E. 110TH COURT" Dote 8Y Utilities Underground Location Center 1"=20' HORI Z. SCALE: Dote BY (ID,MT,ND,OR,WA) Y'= 1o'vERT. 0 z 20 +00 21+00 22 +00 23 +00 24 +00 Uzz rvLfL- L 1. 9 4 FR 3." REVISIONS ND. DESCFiPT,6e, /DATE Br I r@MENT. 1123101 EJ1 2 SEVEP AOJ. 2112101 :M `l1.. may ,$ y P�c2Z ��UNIIL - S -Z7 OOFES 10 /19/05 d 3 U U u _ U U as C6 E _ a LU > au W Z as n z - z W p Y 3 W d E a N and Z IL 10 E o f 0 IO CC � U m G 3v Q N U 3 Q I a° z zs > i Ja pmt U 5=00 f0 E Q� m 3 dt m3 WU �II -NIL c UQ Z O U Z_ 3 W J li U O z o Q W Q Z 0 a cr1 >- Z Z Q to O U C9 Z `1 JOB NO 1062 -001 -003 DWG. NAME. _SS -03 DESIGNED 8, VW DRAWN 8� CP. �-ECKED 8, DATE 12/1!03 DATE OF PRINT SS -103 5 O 9 F SHEETS SCANNED OCT 08 C, SCANNED OCT 0 R C) A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON �0 147TH PLACE S.E. 0 (3 S.S.M.H. #14, TYPE-1 4801 Z S.S.M.H. #13, TYPE-,l 4501 MFF 460 MFF=460 STA. 27+4017, 5.00' RT. STA. 26+20.34, 4.04 RT. I.E.=449.69 (f) LL] "45; fZ I.E.=448.79 30 LF @ 0 I S-0.0200 FT/FT 3: Of 30 LF @ LLI w S=0.0200 FT/FT V) 1119 LF 9" PVC 0+00 I � INT'X STA. 15+11.22, S.E. 111TH STREET 1 (1) Fr < 0+59 STA. 28+19.83, 147TH PL. S.E. U. (D 0 z: Cif V_ 00 27+00 - ----------- ------- 28+00 28 4 1 0 < --- - ---- ------------- -------- LLJ Uj OL 0 33 LF 0 S=0.0200 FT/FT 13 LF @ 0+93 0+00 13 LF @ + U') I Uj SCALE: 1" = 20' - ! LU i 0) I.E.=446.89 S=0.0200 FT/ S=0.0200 FT/FT o x 0+00 65 LF 8" PVC , 14 LF I.E.=448.95 I.E.=449.35 V15'x47 2 10, 0 20' 40' HORIZONTAL DATU M z REDUCER 0 S=0.0200 FT/FT 4!' TEST TEE WASHINGTON COORDINATE SYSTEM-NORTH ZONE 140— I.E.=446.51 PER DETAIL SHEET 9 (TYR) 0 VERT. DATLMk �r. 0+00 Ir NAVID 88 MFF=452 BENCHIIIiIARK: MFF=455 MFF=456 MFF=457 T_ i I KING COUNTY SURVEY CONTROL POINT #RENT1845. IS.S.M.H. #12. TYPE-1 480 i BEING A CONCRETE MONUMENT WITH 3/4!' BRASS PIN, SET m STA. 25+50.86, 5.27' RT. Uj 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. i ELEVATION = 467.77'. X_ SEE SHEET 5 OF 9 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH OF IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 0- 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE. I FOOT ABOVE GROUND SURFACE. NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. Eo� to ro 04 CN r- 0 C_� c� 4 04 04 00 Ui (6 04 L0 c*4 't 06 6 V) Lf) LO Lf) Lf) U') Lf) dw 53IS206 04 PVI STA = 27+80.20 pi PVI ELEV = 459.07 A.D. -0.80 a- K = 93.75 3: 75.00' VC L__ 480 V) 480 CHECKED FOR COMPLIANCE RECOMMENDED r- cqo N TO CITY STANDARDS FOR APPWVAL w N d + co �4- r - c"I r 03 C" rl + + O� + 000 to 0) Ln C-4 BY Date N _j Fa- Fa- II Date 13Y ui(n (A of ^ r7 EXISTING - D 0 't + U-) PROPOSEGRADE GRADE STORM DRAINAGE CROSSING 0 _j > m Date BY Ca N . I.E.=452.50 ui 460 I W ui > 460 KEY MAP NOT TO scAtF 119 L.F. - TO PVC @ S = 0.0150 FT/FT 57 L.F. TO PVC 65 L.F. - 8"0 PVC @ S 0.0150 FT /FT IS.S.M.H. 440 @ S = 0.0050 FT/ 6' MIN, #14, TYPE 1 440 3' MIN. SEPERATION T.G. 457.85 I.E. = 449.09 TO N, 6"0 W, 6"0 E COVER (TYP.) S.S.M.H. #13, TYPE 1 (TYP.) T.G. = 454.50 S.S.M.H. #12. TYPE 1 I.E. = 447.30 8"0 S z RIM 452.64 I.E. 447.20 TO NW 0 V) E. 446.23 To SE, 6"o N, 6"o S > I.E. = 446.13 8"0 NW Cell 2 Working Days Before You Dig 147TH PLACE S.E. 1-800-424-5555 Utilities Underground 'Location Center 1 ' 20' HORIZ SCALE: 1"=IO'VERT. (IDWTND,(DRWA) 1111111 O z Wwp 25+00 26+00 27+00 28+00 1 1 1 17� C, SCANNED OCT 0 R 'l 1�94 FR *41 REVISIONS NO DESCMPjN/DA Tr gv I COMMENT; t/23/04 EM 2 COMMENT, 5-5-04 E:M X 04 D(P*tES 10/119105 U C Z ca cc UJI U as Lu c9 2! z 11 Lu Is 1 3: (L ca c at OI E 0 Ns co o Z E o 0 cl c ' 3 a, lo of a)� c WD =3j 23 LI(L z 0 W 0 LL. z cl z W < I 2 z 0 :5 w LLJ W zww ru (f) c/) 0 Z z V) z n 0 0 0 z JOB hij DWG NAME 5s-05 DESIGNED 6, 0 AW11 8, 1-HECvED 8� DATE, 12", '03 DATE OF POINT- SS 05 7 OF 9 s-m, C' t-) ' - - '/r _. ` � SCANNED OCT OR 0 CD A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON S.S.M.H. #15, TYPE-1 4801 C/) r 75+00 STA. 75+05.85, 35.0' RT. S.S.M.H. #16, TYPE-1 480 S.S.M.H. d �i T 76+00 STA. 76+30.78, 35.0' RT. I — — ----------- 77+00 78+00 — — -------------- SR 900 (RENTON- ISSAQUAH ROAD) (3 � S FFT z z U) 0'- 49 0 128 LF 8" PVC :E cr- 4 LLI V) LLI 10' PROPOSED ------ 10' PROPOSED 325 LF PVC PROPOSED DEVELOPMENT V) Of PRIVATE DRAINAGE EASEMENT E SEWER EASEMENT BY OTHERS 0 V) Z 132 LF 8" PVC S.S.M.H. #17, TYPE-1 480 >_ cr_ ISTA. 79+55.71, 35.0' RT. Z MFF=453 MFF=452 MFF=450 Q, TYPE 480 SCALE: I" - 20' Q, S.S.M.H. #10, -1 STA. 24+16.32, 4.97' RT. 1%2% - MEMMM C 20' 10, 0 20' 40' FX4 z HORIZONTAL DATUM 0 All/ WASHINGTON COORDINATE SYSTEM-NORTH ZONE VERT. DATLM NAVD 88 1_4 W •� / EMENCFWAAFIK: ?4+00 1. KING COUNTY SURVEY CONTROL POINT #RENT1845. MFF=452 BEING A CONCRETE MONUMENT WITH 3144:* BRASS PIN. SET KV 1.6' BELOW GRADE. IN A STANDARD MONUMENT CASE. = ELEVATION 467.77'. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X" OF �� c • - IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR 470.26'. ID / / CENTER TOP OF HYDRANT. ELEVATION = 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF SEE SHEET 6 OF 9 PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16' C-4 N Ln Ln u") 460 S.E. 110TH CT. 3:! 460 STORM DRAINAGE CROSSING PROPOSED I o ZKz I.E.=449.2 I.E.=449.2 LOT 6 GRADE of F-O !� 0 PROPOSED GRADE :z < V) ILi Ln 0 aE 04 z STORM DRAINAGE CROSSING EXISTING cc 450 450 I.E.=448.0 GRADE 0 LL Z 132 L.F. TO 0.01 �q_ 7OFT./FT. 128 0 Uj LF, To PVC 440 @ S 0.0422 FT. FT. FT. j 3 W 440 3' MIN. Z S.S.M.H. #10, TYPE 11 COVER (TYP.) 3 11, 1$ 430 T.G. = 453.33 I.E. 445.84 TO N I.E. 445.74 TO S S.S.M.H. #15, TYPE T.G. = 450.00± S.S.M.H. #16, TYPE 1 I.E. = 443.50 TO S 1.5' MIN, T.G. 444.00 I.E. = 443.40 TO NE SEPERATION IMP) I.E. 438.00 8 "0 SW W Z < LU 0 430 CHECKED FOR COMPLIANCE RECOMMENDED TO Cff STANDARDS AL FOR AMM I.E. = 437.90 TO NE Dote BY of SR 900 (RENTON- ISSAQUAH ROAD) = SCALE: l20' HORIZ. - Date BY 1 =1D' Date BY 75+00 76+00 1 KEY MAP NOT T( SCALE 450 PROPOSED GRADE EXISTING GRADE PROPOSED GRADE 450 BY OTHERS z 0 Z 7' V) 440 LL 0 440 > ZW — > 325 L.F. TO PVC @ S = 0.0050 FT./Fr, j < On 0: in Z < L S.S.M.H. #17, Tl�PEl 430 p T.G. - 444.9 +W - 430 MIN. W Z COVER (TYP.) w 0 E. = 436.27 0 S I.E. = 436.17 TO N Cal 2 Working Days Before You Dig SR 900 (RENTON- ISSAQUAH ROAD) 1-800-424-5555 1"=20' HORIZ. Utillitm Underground Location Center SCALE: 1"=10'VERT. I I I (ID,M[TND,0RWA) z 77+00 78+00 79+00 'l 1�94 FR *41 REVISIONS NO DESCMPjN/DA Tr gv I COMMENT; t/23/04 EM 2 COMMENT, 5-5-04 E:M X 04 D(P*tES 10/119105 U C Z ca cc UJI U as Lu c9 2! z 11 Lu Is 1 3: (L ca c at OI E 0 Ns co o Z E o 0 cl c ' 3 a, lo of a)� c WD =3j 23 LI(L z 0 W 0 LL. z cl z W < I 2 z 0 :5 w LLJ W zww ru (f) c/) 0 Z z V) z n 0 0 0 z JOB hij DWG NAME 5s-05 DESIGNED 6, 0 AW11 8, 1-HECvED 8� DATE, 12", '03 DATE OF POINT- SS 05 7 OF 9 s-m, C' t-) ' - - '/r _. ` � SCANNED OCT OR CD A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON 04 8 o� 65 LF 8" PVC INSTALL 65LFt 24" I.D. STEEL CASING BY BORING. JACKING PIT: W a o u/ W/ 24" STEEL CASING JACKING AND RECEIVING PIT SPECIFICATIONS: 26' MIN x 12' MIN INSIDE DIMENSIONS WITH BOTTOM OF PIT 18" BELOW CASING INVERT. MIN SPAN INSIDE SEE SECTION FOR EXISTING FIBER OPTIC LINES - DEPTH AT THIS LOCATION SHORING BOX OF 22' WITH 9' MIN CLEARANCE FROM STEEL ENCASEMENT ESTIMATED TO BE GREATER THAN 11'. BOTTOM OF PIT FOR CROSS- MEMBERS. DETAIL, SHEET 9. PROPOSED DEVELOPMENT NOTE: HORIZONTAL AND VERTICAL LOCATION OF FIBER RECEIVING PIT (IF REQUIRED): BY OTHERS W \ OPTIC LINES IS APPROXIMATE. CONTRACTOR SHALL BE 6'x6'xI.E. +18" J RESPONSIBLE FOR LOCATING FIBER OPTIC LINES Iy Oj PRIOR TO STARTING SEWER CONSTRUCTION. IN THE EVENT o A CONFLICT IS DISCOVERED THE OWNER AND THE ENGINEER PROPOSED MANHOLE BY O SHALL BE NOTIFIED IMMEDIATELY. OTHERS, TYPE -1 48"4 S.S.M.H. #18, TYPE -1 484 STA. 62 +67.04, 2.30' LT. /f�j STA. 60 +05.39, 48.18' LT. LOCATION TOAND TO VERIFY z_ Zet G�� 6'x6' RECEIVING PIT SAWCUT EXISTING PAVEMENT PRIOR TO CONSTRUCTION. Y ``� O (IF REQUIRED) W Q Z Sv , \ \ O UTILITY POLE TO BE m 0- ti" RELOCATED BY OTHERS � W a J \ \ 53 LF 8" PVC 232 LF 8" PVC V) LLJ O (/) \ Z 26'X12' \ ------ JACKING PIT 60 +00 —sr+OO — — Q I I 63+00' 64 +00 V_ Q — — I < — — — �PROPCSED DEVELOPMENT -. -- n O HERD a 148TH AVE S.E. Pk Z HORIZONTAL DATUM a° - WASHINGTON COORDINATE SYSTEM -NORTH ZONE Z S.S.M.H. 17, TYPE -1 484 KEY i ALE n # NOT �0 SCALE VERY. DATUNt � w a STA. 59+411+91, 34.78' LT S.S.M.H. #19, TYPE -1 484 I STA. 60 +35.22, 4.21' LT. NOTE: NAVD 88 , p ; BENC�AS- SCALE: 1 20 UNDERGROUND UTILITY INSTALLATION IN 148TH AVE SE 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A PROPOSED DEVELOPMENT I CONCRETE MONUMENT WITH 3/4" BRASS PIN. SET 1.6' BELOW 07 3 OTHERS SHALL FOLLOW WSDOT /APWA STANDARD SPECIFICATIONS GRADE. IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 20' 10' 0 20' 40' UNLESS OTHERWISE STATED IN SECTION 8.03 OF THE 1993 KING COUNTY ROAD STANDARDS. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "x" OF 'c IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 0 a 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE. 1 FOOT ABOVE GROUND SURFACE. NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. to PT s� o - -�315208 460 460 C/L of 450 of 450 N I 440 440 o g 65 L.F. 8"o PVC W/ 24" STEEL CASING o PROPOSED DEVELOPMENT a EXISTING BY OTHERS a ® S = 0.0100 FT. /FT. _ GRADE 430 ui 430 232 1.+. g 4 _ — — o S.S.M.H. 17 TYPE I PVC ®S- 6 �.IFT. — — -0.062 RIM = 444.9 +/- — _ I.E. = 436.27 8"0 S — m 436.17 8 "4 N 3' MIN. — 42O S.S.M.H. 18 TYPE I COVER (TYP.) — — — — 420 RIM = 443.3 +/- I. 8' E. = 435.52 4 S I.E. = 435.42 TO NE S.S.M.H. 19 TYPE I RIM = 443.1 +/- I.E. = 434.89 8"0 SW 410 I.E. = 434.79 TO N I.E. = 419.10 TO S (NEW) 410 53 L.F. TO PVC ®S= 0.0100 FT. /FT. z 0 400 400 CHECKED FOR COMPLIANCE RECOMMENDED TO CaY STANDARDS FOR 7AL Date BY Q� Cal 2 War" Days Before You Dig 148TH AVE S.E. pate BY � 1- 800 - 424 -5555 Umuea ik,dergrosw Locatan Center COAL 1E: 1 " =20' HORIZ. (ID,WrND.OR,WA) 1 "= 10'VERT. O 60 +00 61+00 62 +00 63 +00 64 +00 e, ROLL '1. .9`4 F EP%k 39 REVISIONS NO. UESCRIPNON /DATE 1 COMMENT' 1/23/6+ ESM 2 CvmENT -, 5-5-04 SN ��11,D .ii4y"y!l 2ZW4 `...NAL Ef�IRES ,0/ 9/05 0 3 _$ u V U N: ®a c, ca ° a W -13 a gs cc r 3 � N mo _ IL m o C z O m E �r 0 N U Z <o m° E m m o t 3 °L c 3 {3 Lda ® as u3 z O 6 C^ z_ 3 J Li V Y ° Z � d a° Z W Q W TO Z a H- Q V) z z V O z Y JOB NO.. 1062 - 001 -0103 DWG. NAME SS -06 DESIGNED 6r: SJW DRAWN Br: CJR CHECKED By DATE: 12/tiO3 DATE OF PRINT: SS —((��06 8 OF $ SHEETS SCANNED OCT () P M 15 C, PLO N� (t Q N_ D CD \ z Z Y W � O W O W � C ~ Q O Z Q 0 Z In o O O E__4 W a •v C 0 a so .= i C0 � N K 0 Z I J W Z Z U 2 - �0 2 0 �noY = W W a 0 m 0 V) W JY z Vicinity Map 9 r -T NE 24TH SE 10 TH PL. -- - NE 0TH ST. g�� ST. w 1 z W V) LAj > W > 0000 Z NE 1 TH_ ST. __4 A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON \9,L l� i /S QUAH MAY VALLEY RD COUNTY PARK � SE i 12TH ST Q S_ E _ 1 16TH ST SE 120TH_ ST. i HORIZONTAL DATUM: wASir�C 1 Ors 0 - 1�c;YS 1 f M VERT. DATUM: rJA�/,) Hsi BENCHMARK: KING COi)NTy `,URv'FY CONTRO, POINT NRFr1T'Ei4`), f3FjI111G A CONCRFTf MOr4UMfrJT 61 ".- .S 4" HRA()'!, PIN. 5f T '.6' Hf l OW (;RA[)[ , irj A I,TAIJOAR[) MONUMf NT (,A`)E . f ; It tiATIOr. 46, ". T HM # 1 SF T IN ION NON MOVE AHi f HOI T WI T 1 " >;" OF IOWA F IRF NY�)RANT AS Oro MAP HI 01 IS Nf AR ('E N Tf R TOP 0; ►+Yi)RAN I f I f VA! IOt4 4 %0.76' .5. ifjM #►? Y ' 60P NAI[ IN NOR1►i `.)IOf Of POM R F)01 f . 1 ► OOT Af3OVf GRO,jN(; SORT A(;f . rJT AR NW CORNf R OF ►)ROPf RTY A<i SHOWN ON MAP. f i f VAIION 46.`). 16'. AS -BUILT SANITARY SEWER CONSTRUCTION PLANS for prepared for NORRIS HOMES INC. CONTACT: MIKE ROMANO 22617 8TH DRIVE S.E. BOTHELL, WA 98021 (425) 486 -2563 prepared by 20021 120th Avenue NE Suite 103 Bothell, WA 98011 Phone: (425) 415 -6144 AS -BUILT CERTIFICATION: I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE WE MAKE NO OTHER WARRANTY EITHER EXPRESSED / OR IMP GA S. WIC, L.S. N0. 31667 DATE: E SM JOB NO. 1062 -001 -003 SHEET 1 OF 9 1st ISSUE DEC. 29 2003 2nd ISSUE JAN. 23, 2004 3RD ISSUE MAY 7, 2004 to - Z / - O ROLL200 FR +112 Sheet Index SM.- No. Description 1 COVER SHEET 2 COMPOSITE UTILITY PLAN 3 -8 SANITARY SEWER PLAN AND PROFILES 9 NOTES AND DETAILS LEGEND E— SEWER END CAP C-1 SEWER CLEAN -OUT � — S.S. M.H. W/ FLOW DIRECTION F STORM PIPE END CAP N CATCH BASIN - TYPE 1 f-f-- CATCH BASIN -TYPE 1 W/ LOCKING LID 48" CATCH BASIN -TYPE 2 48" CATCH BASIN -TYPE 2 W/ LOCKING LID �— WATER PIPE END CAP r— HYDRANT Q4-- WATER METER EXISTING S.S.M.H. EXISTING CATCH BASIN – TYPE 1 EXISTING 48 "0 CATCH BASIN – TYPE 2 EXISTING WATER METER POWER POLE POWER VAULT TELEPHONE VAULT � CDGW ROCK WALL CHECKED FOR COMPLIANCE TO CRY STANDARDS Date Date Dote RECOMMENDED FOR APPROVAL GI 2 wakhp O*Ys Wore You CV BY 1- 800 - 424 -5555 BY UMIim llnWaorand location Cwta (DMT.PD.OR.WA) BY • 0 ■ F<E•_ V1�IVNa ). _' ESCRIPTION /DATE 64,0 COIENTS 1/23/04 ESP AS -BUILT 09 -19 -05 ESP �i11Q• • E. �/� .,. An, 00k D(PIRES 10/19/ r n J � y — e t U L t IX C a W IL V W ® o4c 1d 13 z C C J J Z W m �A O 51. L ..J m E 3 v 0 N V 3 V zo i 0L Z & .> m E U) 3 �L 3 Q3 C WV ua 0 z W U ° V Z Cr W 0) 4< a W 0 0 4Z WW Li O � _ Z -- Z U) z D V z Y 09 NO '062 00' - 003 WG NAME AB CV 0' t S :;NE Ej• sjw RAWN Ay CR HECKFUl GSL —JK ATF : 12 1 '03 ATE. OF RINT 10 -11 -0s cv'oi OF ;Nf ITS i oN Q o z S2 Z at W if O U LC a a <1 W a 0 m 0 V) W JY z Vicinity Map 9 r -T NE 24TH SE 10 TH PL. -- - NE 0TH ST. g�� ST. w 1 z W V) LAj > W > 0000 Z NE 1 TH_ ST. __4 A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON \9,L l� i /S QUAH MAY VALLEY RD COUNTY PARK � SE i 12TH ST Q S_ E _ 1 16TH ST SE 120TH_ ST. i HORIZONTAL DATUM: wASir�C 1 Ors 0 - 1�c;YS 1 f M VERT. DATUM: rJA�/,) Hsi BENCHMARK: KING COi)NTy `,URv'FY CONTRO, POINT NRFr1T'Ei4`), f3FjI111G A CONCRFTf MOr4UMfrJT 61 ".- .S 4" HRA()'!, PIN. 5f T '.6' Hf l OW (;RA[)[ , irj A I,TAIJOAR[) MONUMf NT (,A`)E . f ; It tiATIOr. 46, ". T HM # 1 SF T IN ION NON MOVE AHi f HOI T WI T 1 " >;" OF IOWA F IRF NY�)RANT AS Oro MAP HI 01 IS Nf AR ('E N Tf R TOP 0; ►+Yi)RAN I f I f VA! IOt4 4 %0.76' .5. ifjM #►? Y ' 60P NAI[ IN NOR1►i `.)IOf Of POM R F)01 f . 1 ► OOT Af3OVf GRO,jN(; SORT A(;f . rJT AR NW CORNf R OF ►)ROPf RTY A<i SHOWN ON MAP. f i f VAIION 46.`). 16'. AS -BUILT SANITARY SEWER CONSTRUCTION PLANS for prepared for NORRIS HOMES INC. CONTACT: MIKE ROMANO 22617 8TH DRIVE S.E. BOTHELL, WA 98021 (425) 486 -2563 prepared by 20021 120th Avenue NE Suite 103 Bothell, WA 98011 Phone: (425) 415 -6144 AS -BUILT CERTIFICATION: I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE WE MAKE NO OTHER WARRANTY EITHER EXPRESSED / OR IMP GA S. WIC, L.S. N0. 31667 DATE: E SM JOB NO. 1062 -001 -003 SHEET 1 OF 9 1st ISSUE DEC. 29 2003 2nd ISSUE JAN. 23, 2004 3RD ISSUE MAY 7, 2004 to - Z / - O ROLL200 FR +112 Sheet Index SM.- No. Description 1 COVER SHEET 2 COMPOSITE UTILITY PLAN 3 -8 SANITARY SEWER PLAN AND PROFILES 9 NOTES AND DETAILS LEGEND E— SEWER END CAP C-1 SEWER CLEAN -OUT � — S.S. M.H. W/ FLOW DIRECTION F STORM PIPE END CAP N CATCH BASIN - TYPE 1 f-f-- CATCH BASIN -TYPE 1 W/ LOCKING LID 48" CATCH BASIN -TYPE 2 48" CATCH BASIN -TYPE 2 W/ LOCKING LID �— WATER PIPE END CAP r— HYDRANT Q4-- WATER METER EXISTING S.S.M.H. EXISTING CATCH BASIN – TYPE 1 EXISTING 48 "0 CATCH BASIN – TYPE 2 EXISTING WATER METER POWER POLE POWER VAULT TELEPHONE VAULT � CDGW ROCK WALL CHECKED FOR COMPLIANCE TO CRY STANDARDS Date Date Dote RECOMMENDED FOR APPROVAL GI 2 wakhp O*Ys Wore You CV BY 1- 800 - 424 -5555 BY UMIim llnWaorand location Cwta (DMT.PD.OR.WA) BY • 0 ■ F<E•_ V1�IVNa ). _' ESCRIPTION /DATE 64,0 COIENTS 1/23/04 ESP AS -BUILT 09 -19 -05 ESP �i11Q• • E. �/� .,. An, 00k D(PIRES 10/19/ r n J � y — e t U L t IX C a W IL V W ® o4c 1d 13 z C C J J Z W m �A O 51. L ..J m E 3 v 0 N V 3 V zo i 0L Z & .> m E U) 3 �L 3 Q3 C WV ua 0 z W U ° V Z Cr W 0) 4< a W 0 0 4Z WW Li O � _ Z -- Z U) z D V z Y 09 NO '062 00' - 003 WG NAME AB CV 0' t S :;NE Ej• sjw RAWN Ay CR HECKFUl GSL —JK ATF : 12 1 '03 ATE. OF RINT 10 -11 -0s cv'oi OF ;Nf ITS i M N_ c ell a, f 0 Itt r_ 0) o o � {V i I _ N L W � ` Z U r z Y W OQ� W LLj Q Cn Q O CL z M O U a a� M�+�1 V) a 0 E_.4 �1 c m AN C 0 a 1 ''I n rno A C � � l Y at 0 z TBM #2 ELEV = 465.1E O z 2 � O i W II � °" PROPOSED 10' SEWER EASEMENT w a 0 m z O V) W cr 0 Z ot PROPOSED 10' DRAINAGE EASE PROPOSE WATER Ej A PORTION OF SE 1/4 OF SEC 3 , TWP 23 N, RGE 5 E, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON JLnLfN LMJLML111 M 70.88 .P6 co z D m z c m c/) m TBM # 1 BOLT ON HYDRANT ^�-- ELEV = 470.26' n SCALE: 1" - 50' 50' 25' 0 50' 100' HORIZONTAL DATUM: WASINGTON COORDINATE SYSTEM -NORTH ZONE VERT. DATUM: NAVD 88 BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 46' 77'. 2. TBM i 1 SET IN TOP NON MOVEABLE BOLT WITH ")C OF IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE. 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. s -3 14642 /O AS –BUILT CERTIFICATION: I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY MF OR UNDER MY DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN ACCORDANC WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE L MAKE O OTHER WARRANTY EITHER EXPRESSED OR IMP GARY !'�, L. J. NO. 31667 DATE: _ —la -Zl 0:5 _- - - - - -- BENCHMARK - RENT1845 KC HORZ CONTROL 03725 CONCRETE MONUMENT WITH 3/4" BRASS PIN, 1.5' BELOW GRADE IN MONUMENT AND CASE 1rioo. 1 11ROLL 2 0.0 FIR 113 CHECKED FOR COMPLIANCE TO CfTY STANDARDS Dote Date Date RECOMMENDED FOR APPROVAL BY BY BY G12 Working Days BMae You Olp 1- 800 - 424 -5555 Ulitiea UndarWound LoCafion Center 0D,WfT PO.OR.WA) N i3 3 ,.a i / C.0 0 v fiL. Q� of COMMENTS 1/23/04 d � ESM AS -BUILT 09 -19 -05 ESM La U U O .• •. 0 0 •• C�STER� =,��' ExF'IRES 10/19/ -• o on N C t coon W ; a0 c ® . c � J J X W W c Z C4 o E a. J C < O �u 3 U c 0 Z N 1 .> . gg � NN o, 3 3 �n c� 3 aL 0 Q_ Wu u a' O Q w a 0 m z O V) W cr 0 Z ot PROPOSED 10' DRAINAGE EASE PROPOSE WATER Ej A PORTION OF SE 1/4 OF SEC 3 , TWP 23 N, RGE 5 E, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON JLnLfN LMJLML111 M 70.88 .P6 co z D m z c m c/) m TBM # 1 BOLT ON HYDRANT ^�-- ELEV = 470.26' n SCALE: 1" - 50' 50' 25' 0 50' 100' HORIZONTAL DATUM: WASINGTON COORDINATE SYSTEM -NORTH ZONE VERT. DATUM: NAVD 88 BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 46' 77'. 2. TBM i 1 SET IN TOP NON MOVEABLE BOLT WITH ")C OF IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE. 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. s -3 14642 /O AS –BUILT CERTIFICATION: I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY MF OR UNDER MY DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN ACCORDANC WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE L MAKE O OTHER WARRANTY EITHER EXPRESSED OR IMP GARY !'�, L. J. NO. 31667 DATE: _ —la -Zl 0:5 _- - - - - -- BENCHMARK - RENT1845 KC HORZ CONTROL 03725 CONCRETE MONUMENT WITH 3/4" BRASS PIN, 1.5' BELOW GRADE IN MONUMENT AND CASE 1rioo. 1 11ROLL 2 0.0 FIR 113 CHECKED FOR COMPLIANCE TO CfTY STANDARDS Dote Date Date RECOMMENDED FOR APPROVAL BY BY BY G12 Working Days BMae You Olp 1- 800 - 424 -5555 Ulitiea UndarWound LoCafion Center 0D,WfT PO.OR.WA) N i3 3 ,.a i / C.0 0 v fiL. ucSGR�PT'ON /DATE of COMMENTS 1/23/04 ESM COMMENTS 5 -5 -04 ESM AS -BUILT 09 -19 -05 ESM �t!p...E.1►�l .• •. 0 0 •• C�STER� =,��' ExF'IRES 10/19/ -• o on N C t coon W ; a0 c ® . c � J J X W W c Z C4 o E m Z 0' Q, '— ,- c0 < J C < O �u 3 U c 0 Z N 1 .> . gg � NN o, 3 3 �n c� 3 aL 0 q'3: c Wu u a' O H z Q 3 z z H W D w o V) O a U) W� a: O 0 c J o °° z V) Q z D O U C� z Y DB NO 1062 001 003 WG NAME AB UT 01 ESIGNE D H" SJW RAWN BY CJR HE CKE D BY: GSL —JK ATE *2 ' 03 ATE of RiNT: 10-21-05 UT -01 2 Of 9 S"I'E TS 4 N M 1 ; C c_ c N� C) 1 a Cj C3 F P_ Lr o A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, 'WASHINGTON �y r SEE SHEET 6 OF 9 \ CJ S.S.M.H. If 2. TYPE -1 480 n 450.44 STA. 13+46.63, 3.78' RT. I I ui I I • I. E. -450-.06 ti a • I W INT'X STA. 1 1 +71.41, S.E. 1 1 1 TH STREET MFF =457 36 </ = STA. 20 +00.00, S.E. 110TH CT. �6 LF ® (n I.E. = 449.70 - \S= 0.0200 FT /FT MFF =457 MFF =457 MFF =460 / 36 45U.1 7 j III 1 I 7M LF ® " am. 1i.1 L12AAFg' "PVC �` - 288 LF 8 PVC S=-00 FF�- _ INT'X STA. 16 +70.88, S.E. 111TH STREET -_-� O S.E. 111TH STREET' -- ---- STA. 53 +36.56, 148TH AVE. S.E. O OD L.L v - - -- -- - - - -- - - -- < < Z - -- . - -- - -- 1 < r1 q � ° 00 Y �` < i 3 +00 y 0 r ; 15 00 ry :2 a- ,d O (Y- ---+ - , °+° 16+00 00 16+ 70.88 _ - LiJ Z _ ° - 4 Ln 01 - -- -- d v 1-5LFCb �- S= 0.0200 FT /FT + O --'' �21 - - Z S� �' 2> > 3 5 LF f� 1 y W MFF =459 1.E.= 449.7 - --t�5r LF 78 +04 � LF �/ 4 -- 0.0� /FT _ 2 +08 2 +34 S S= o.o200 /FT - o_a2a� Fr/ 20 y� 84 _LF 8" PVC � F 0 I.E. = 456.44 S= 0.02�?Q_FT /FT �� S.S.M.H. 4. TYPE -1 481 1.E.= 452,0€i I.E.= �463^:74 4ob.7i STA. 11+67.98, 24.17' LT. 452.7 i 453.26 I.E.=457 -:45 •� 454.,58 w 67 x4 REDUCER + `9 S.S.M.H. #3. TYPE -1 480 4 TEST TEE O STA. 12 +63.06, 3.78' RT. PER DETAIL SHEET 9 (TYP) 4 "x4" REDUCER I ° 4 TEST TEE PER DETAIL SHEET 9 (TYP) SCALE: 1 " - 20' MFF =459 MFF =458 jm o MFF =459 MFF =461 MFF =463 N 20' 10' 0 20' 40' O o / UPPER UnLITY HORIZONTAL DATUM: E-I V PROPOSED 10' S.S.M.H. 'WASHINGION COORDINATE SYSTEM -NORTH ZONE - PRIVATE DRAINAGE 1, TYPE -1 484s V E RT. DATUM : -LESS _ INT'X STA. 13 +57.16, S.E. 111TH STREET EASEMENT STA. 16 +35.08, 3.78' RT. �--1 W a r�iRANCE = STA. 31+18.50, FURTURE PUBLIC ROAD NAND 88 • \ PACK GAP BETWEEN BENCHMARK: - - UTILITIES AT CROSIING W/ 6" THICK ETHAFOAM INT'X STA. 15+ 1 d-.37, S.E. 111TH STREET 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, v - PAD EXISTING HOUSE TO = STA. 28 +20.38, 147TH PL. S.E. BEING A CONCRETE MONUMENT WITH 314" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. 3 � LOWER UTILITY � '`K BE DEMOLISHED MIN r' ELEVATION = 467.77'. C � c 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X" OF c I 0 _ IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR 0 EATHAFOAM INSTALLATION DETAIL E - CENTER TOP OF HYDRANT. ELEVATION = 470.26'. NOT TO SGAI.L I - - - - - - - -- 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF I PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. A � 0 �� CC M 0 z Q tf to ao i V) PVI STA = 16 +02.86 N ' /O • Z/• 05 PVI ELEV = 465.01 W = A_5__ -BUILT CERTIFICATION- _ J _ oN Z = ° ~ ~ PVI STA = 14 + 98.21 a A.D. _ - 3.03 a o V) v I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS EV L.P. ELEV = 455. n Y �,� ... EN 52 _ .- o OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT ��' PVI ELEV = 458.98 K = 24.79 I'_ _ = of easy L.P. STA = 13 +75.63 75.00 VC o OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. ,�� A.D. = 2.10 '�' - THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN '��' PVI STA = 13 +94.34 w '- PVI ELEV = 455.18 � ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY K = 35.71 rn 00 3 U V) PRACTICE. WE MAKE 0 OTHER WARRANTY EITHER EXPRESSED A.D. = 4.88 75.00 VC 00 � N O t0 cr 00 _ + 1� M r Kl 480 OR IMP C►. 1 se 7 K 15.36 N -� + It O . Ls 75.00' VC U-) 00 ci o + 480 .. ao O � � + + . O � / C EXPIRES 9/13/2007 N.j "t to < LA. 3 N r DAT O Z•l Q J _ �__ cn cr► r� + (D _ i II o ; v H to O (D (� cam' W to J W `� `'-I I i 17 + J > I �' �' ' STORM DRAIN CROSSING `v rLLi cr_ W a STORM DRAIN CROSSING I. . =4 2. 1 %' I now o- I.E.= 452.43 EXISTING J v -' > w Q STORM DRAIN CROSSING GRADE > W STORM DRAIN CROSSING > LAJ W °D PROPOSED fi I.E.= 451.37 m I.E.= 452.24 --� W 460 GRADE ` I I I 460 l 1_ 1,667j m 0 0 288.2 L.F. 6 PVt, ® S = 0.0298 FT/FT • 3' MIN. --�96 L.F. 8 "0 PVC ® ±_ 0.E� T 83.b L.F. 8 "o PVI, Sr 0.0050 f i /FT 105.0 ® S - 0.0070 FT /FT ® S = 0.0071 FT /FT COVER S.S.M.H. #1, TYPE 1 6" MIN. (TYP.) RIM = 65 3 464.72 1_5' MIN. SEPERATIONI I.E. = 488-7 8 "0 W SEPERATION WITH 440 .M.H. J4. TYP 1 (TYP) EATHAFOAM PER J. = 458.57 (NOT C,HANNFi �_ [), 440 RIM = 4-57. 457.49 ., S.S.M.H. P. TYPE 1 S.S.M.H. 2 TYPE 1 DETAIL THIS SHEET r I.E. = 448-94---TO 0 E, 8 O SW RIM = 4-56.7-6456.-"2 RIM = -4 55-68- 455.81, I.E. = 448.6-}- - TO NW 1. E . = 449 55- TO E 1. E. = 4r, 0 $� - TO E o E . 448.61 (CTR CHArJrJE I) I.E. = 449.45 -- 8"O W I.E. =44997-8"0 . W KEY A I.( 449.40 (C;1R CHnfJrJF ) 1J . 449.99 ((,1q CHArJrJE �) NOT TO SCALE I CHECKED FOR COMPLIANCE RECOMMENDED i M CITY STANDARDS FOR APPROVAL ` I Dote BY Date BY ` GM 2 Working Days Before You Dip S.E. 111TH STREET Date BY r 1- 800 - 424 -5555 LUbm Underground Location Center SCALE: 1,� 10 VER T =20' r+atlz. 1 (LMT- ND.0f1WA) 2 12 +00 13 +00 14 +00 15 +00 16 +00 4 i-.%L .s�Viv..i J. Df.SCRIPT10N /0ATE 0jy I CGNWNTS 1/23/04 ESP SEVER ADJ 2112104 ESH ' 3 CONIIIIENTS 5 -5 -04 AS -BUILT 09 -19 -05 ESH I •E..1�'l 228a4 : � '�'�.� �STER�'v•�.'� /4NAL.•��G ExPIRES 10/19/ • r .p sR V • �• z V Q > o 0 au 4:1 z 10 t L • JJ W ', L E E C4 Z � CO [c m J O E O 34- N V 3 V V - .0 to d i _j 0. OT_ 812 E C. 3 iN 3 rn� WV ua Z 00 Z V) 3 Ld _J LL. 0 Ix a- d ° Z Z d 0) < Z 15 E a- O }L1J W V) W >_ a: CD Z 0 4t V • z D m I U) O V Z Y 09 NO ' 062 001 - 003 )WG 'NAME AB SS 0' ) E SIGNE ' e0 siw ,RAwN yv CiR ••E CKE D By GSL -JK )ATE '2 ' 03 :ATE of 10 -21 -05 'RINT SS-01 3 Or 9 ;"E FTS 4 N M I c C c � C f31 c_ O CD \ I $ W J LL_ O U � Z Q Y w � Z O� � w W �Q LLJ o V) z z Q cn X1 0 V) _Y O 0 O U W P- a On c m • �I c 0 a a a n� :.o A C D l S 2 J O � I (V io II W j0u 0 ° W w m 0 0 w O 2 460 440 r A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N. o l% W U ci o WASHINGTON / I W (C 1 R CJ 1A%I`jE L' I pn t w m 0 0 w O 2 460 440 r A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N. RGE. 5 E., W.M., KING COUNTY, WASHINGTON / I 4`.)`.).0 3 (C 1 R CJ 1A%I`jE L' I + �2- LF 0 S.E. 111TH I 0 +00 I.E. = 456.88 I SCALE: 1"= 20' 5= 0.0200 FT /FT S.S.M.H. #7A, TYPE -1 480 STA. 95+05.01. 0.00 1 PROPOS SEWER EASEMENT NP. � p S.E. 111TH X6.6 7 10 +00 Z C L WO Q D O► • J J i E V Z `g wo �x J a E �4J t 0 hu .. U z 6"x4" REDUCER � MFF =465 n 3 o Q3 C w U 4" TEST TEE O I 92 MFF I J4 ' 3 � � � W `PROPOSED 10' PRIVATE .J li /5= 0.0200 FT /FT PROPOSED 10' I DRAINAGE EASEMENT 1. E. +75 457.35 I I 93 I V ° HORIZONTAL DATUM- 10' PROPOSED I WATER EASEMENT /�•E.= 454.86 a a. I I i I 5 =0.02 OFT /FT 1+02 1 45.11 W S.S.M.H. #6. TYPE -1 480 SEWER EASEM NT ® S =0.0200 FT /FT NP• MFF =461 MFF =460 I a: Z WASHINGTON COORDINATE SYSTEM -NORTH ZONE STA. 96+ Ou.01, 0.00' TYP. I - ,4 __ -- -79 LF ® D - MFF -464 i V E RT. DATUM: Q I TYPE -1 480 S= 0.0200 FT /FT D 0 V STA. 91+8Y.85, 1 12.45' RT. I NAVD 88 I 5' 1 I L 'RAWN B'y "R MFF =462 I = MFF 460 SS -02 BENCHMARK: B I I MFF =462 r S.S.M.H. #5. TYPE-1 480 1 • KING COUNTY SURVEY CONTROL POINT #RFNT1045, MFF =463 I j 00 455.24 I.E. = -453:$ 453.46 STA. 1 1 + 12.24, 4.02' LT. BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. I I 1•E.=45i -4•.W ELEVATION = 467.77'. 10' PROPOSED I 30 I.E.=-452-.-24 452.77 SEWER EASEMENT I i 1--- -�" *07 LF ® 26 29 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X" OF I I. E. = 456.06 S =0.020 FT /FT �--- LF ® 2$ LF 0 IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR I I 15 4jb.88 + / + S= 0.0200 FT /FT S�QO FT/ FT CENTER TOP OF HYDRANT. ELEVATION = 470.26'. L `� 6 S 2 S= 0.0200 I 0+14 " 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, . 95 )Q FT /FT 64 1 �\ 67 LF 8 PVC 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. _ U +2 `^ s I -Fi5LF � � 163 LF 5= 0.0200 FT /FT PROPOSED 10' \ 95 LF 8" PVC / r WATER *EASEMENT A PROPOSED 7 GRADE 1 TO S.S.M.H. # 7B L, 0 LAJ Z, w V �o wo 00 1 � �n U w S.S.M.H. 16, TYPE I.E. = 453 4F 0 ' � 1. E. = 455.28 E, 841 S, 641 W MFF =463 +19 456. t b I O 100 / 45 4`.)`.).0 3 (C 1 R CJ 1A%I`jE L' I + �2- LF 0 S.E. 111TH I I SCALE: 1"= 20' 5= 0.0200 FT /FT S.S.M.H. #7A, TYPE -1 480 STA. 95+05.01. 0.00 1 PROPOS SEWER EASEMENT NP. � p S.E. 111TH ST 10 +00 Z C L WO Q D O► • J J i E V Z `g wo �x J a E �4J t 0 hu .. U z 6"x4" REDUCER � 16 I 1 1 - -- 5= 0.0200 FT/ I n 3 o Q3 C w U 4" TEST TEE O I 92 MFF =459 V) ' 3 � � � W `PROPOSED 10' PRIVATE .J li /5= 0.0200 FT /FT 0 I DRAINAGE EASEMENT 1. E. +75 457.35 I I 93 I V ° I I I � LF � 0 +82 /�•E.= 454.86 a a. I I i I 5 =0.02 OFT /FT 1+02 1 45.11 W PROPOSED 7 GRADE 1 TO S.S.M.H. # 7B L, 0 LAJ Z, w V �o wo 00 1 � �n U w S.S.M.H. 16, TYPE 1 ' � 1. E. = 455.28 E, 841 S, 641 W I MFF =463 8 "0 N 4`.)`.).0 3 (C 1 R CJ 1A%I`jE L' I + 455.64 S.E. 111TH STREET I SCALE: 1"= 20' HORIZ ...E. * 1"= 10' I p J e� L ... u O L a 10 +00 Z C L WO Q D O► • J J I i E V Z `g wo �x J a E �4J t 0 hu .. U z 6"x4" REDUCER I to a a� C ' 3 o Q3 C w U 4" TEST TEE O I 10' PROPOSED PER DETAIL SHEET V) ' 3 SEWER EASEMENT W .J li TYP. 0 1 1+35 I I V ° I Z Q 459.22 Z Lu a a. 2 I.E. =4553 Li W I -9- LF ® S =0.0200 FT /FT MFF =461 MFF =460 I a: Z 0 Z - -�" �. J D - MFF -464 i Q S.S.M.H. #7B, TYPE -1 480 D 0 V STA. 91+8Y.85, 1 12.45' RT. I ]C 191 LF 8" PVC WG. 'TAME AB CS 02 L 'RAWN B'y "R I I C); $4i 1 c�NT. 0 -21 -05 SS -02 4 9 5 /IE TQ r 00 PROPOSED 7 GRADE 1 TO S.S.M.H. # 7B L, 0 LAJ Z, w V �o wo 00 1 � �n U w S.S.M.H. 16, TYPE 1 13' MIN. RIM = 460.E I.E. = 455.24 461.5 8 "0 E, 841 S, 641 W COVER (TYP.) I.E. = 4.1`4 8 "0 N 4`.)`.).0 3 (C 1 R CJ 1A%I`jE L' MH# 7B I. E. = 45544 I.E. = 455.OE3 TO N (CTR CriANPJEL) S.E. 111TH STREET 91+00 SCALE: 1"= 20' HORIZ ...E. * 1"= 10' VERT u Rn f J e� L ... u O L a 10 +00 SEPERATION (TYP.) 0 +52 1) I.E.= 45�.1J4 452.33 Gj� 480 460 440 d' d' SCALE: 1 " 20' 20' 10' 0 20' 40' 6AS-BUILT CERTIFICATION_ 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS FVFJV OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT g. 01F WA OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. C " A`p rs THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN co ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTI WE MAK NO OTHER WARRANTY EITHER EXPRESSED -o . OR IM ED. 31667 �1 �' STER GA WIS. L.S. NO. 31667 DATE: �''Z -Q� ExPIaES 9/13/2007 5 -3/S2 /2 - SERVICE TO LOT 17 STORM DRAIN CROSSING - I.E= 457-g5 PROPOSED GRADE ACCESS ROAD CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date EXISTING z_ GRADE 0 RECOMMENDED FOR APPROVAL BY BY BY 5' w z I OT 11 1 S.S.M.H. A7B. TYPE 1 RIM = 462.4-2-462.90 I.E. = 456:21a -8 "m W 4b6.21 (NO1 CHA - I. }y 1 L. F . 8"0 P Vk, -4 �- _ - COMMENTS 1/23/01 190.4 (0 S = 0.0059 FT./FT. S.S.M.H. 6 TYPE 1 RIM = 4 -55.24 I.E. = 455.24 461.32 8 "0 E, 8" 0 S, 6 "0 W MH #6 TO MH# 7B I. E. = 45544 I.E. = 455.OE3 TO N (CTR CriANPJEL) - - SCALE: 1= 20' HORIZ. 1'= 10 VERT. 90 +00 91+00 co t 00 to to 480 qt RIM = 458.54 41)8.,54 I . E = 461.48- 8 "0 S I.E. = 451.38 8 "0 N +.E 41 .21 ((;1f� (;i4n1JfJ' 1 ROLL 2 0 0 �44, Z 00 460 Q �D Z_ W Z =0 V U W � En LA. 440 5' w z wl Q_ a 94.9 L. F. 8 "0 PVC t� -S -I&. ©26 FT. /FT. 4 S 0.0264 FT' FT S.S.M.H. VA. TYPE 1 RIM = 465.87 464. 78 S.S.M.H. 6 TYPE 1 I.E. = 487.74 8 "0 N RIM = 46046,461-12 45 ;,.59 I.E. = 4455:24 8 "0 E, 8 "0 S, 6 "0 W (NCB C1iAr�rJE _f U; I.E. = 455: -+4 TO N F - 4�)") 08 (,'Tq CtAAI`JtJi MH #7A TO MH# rD SCALE: ' *_ o. 0R1Z. _ PROPOSED EXISTING GRADE GRADE LOT 19 Mom= PTO S.S.M.H. jj 5 95 +00 FR 115 480 460 440 KEY MAP NOT TO SCALE L j 480 la O 460 Q_ NNELED 440 92 +00 c.r 2 waOft ars eMo.• You oq 1- 800 - 424 -5555 (D,MR.IO.OR.WA) ht I. �.tSCRIPTION /DATE �j I COMMENTS 1/23/01 ESM SEVER ADJ. 2112101 SM COMMENTS 5 -5 -04 SM AS -BUILT 09 -19 -05 ESH ...E. * ST . . ........ EXPIRES 10/19/ u Rn f J e� L ... u O L a Q do c W J du Z C L WO Q D O► • J J Z w ~ C E V Z `g wo �x J a E �4J t 0 hu .. U z o Z '- � L • � •� Qr ag E to a a� C 3 is 3 X 3 o Q3 C w U >Q ua O Z V) 3 W .J li 0 V ° Z Z Q VJ Z Lu a a. 2 O Li W a: a: Z 0 Z �. J D m i Q i D 0 V 2 ]C 7H NO. '062-00' 003 WG. 'TAME AB CS 02 _E SIGNE L. H`y Svw 'RAWN B'y "R .4E CKE C' Hr: GSL -JK ATE ' 1 03 C); $4i 1 c�NT. 0 -21 -05 SS -02 4 9 5 /IE TQ N M 1 N i a L I G v C O w, o A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY WASHINGTON ' S.S.M.H. #11, TYPE -1 480 N 351 SEE SHEET 7 OF !9 STA. 24 +bb.56, 6.25' RT. PROPOSED 10' 32 LF 0 MFF =45 S• E. 110TH COURT 7. , SEWER EASEMENT MFF =460 S= 0.0200 FT /FT 8 MFF =456 /r95 I . E. = 448.-S& I . E. =447 . - I.E.--448.40 4 .27 450.41 36 449.26 MFF =452 -28 LF 0 MFF =454 447.19 0+ 13 MFF =452 MFF =460 2 +73 _�� - -- --- �- _.__ -S =0.020 fFT 35 24 LF ® 1 + 4 5 - _______________3 5 I . E. =446. I . E . =44€>. I . E . = 4 4 6.3 4 MFF= 4 50 r -_ 0 +70. -` 36 446.14 S= 0.0200 FT /FT -iS LF ® '"�S LF ®�- F 8" PVC 0 •----- ---- -- 35 LF 0 S= 0.0200 FT /FT S= 0.0200 FT /FT S= 0.020 .FT L.� S =0.040 FT /FT `- _ , __.. - - - -- � _ / ' 1 - �/ S - - a- 0 +00 3 0 4 `, \ - 22+00 U i `�_ _.___- 23 +00 z Z 451.95 �' ,,- -+-------- ____----------- _ +___ ------ ___ - - - - -_ 2 100 _10+00 Y 37 _ +. ----------- - - - - -- 4 ____ _ _ I.E. - 4 4 6.54 (n Z -4-9 LF 0 -- � < Q S= 0.0200 FT /FT 35 LF 0 - - S= 9.0200 FT /FT W MFF =460 0 +00 \ (n W of ! ti ,�,TA. 21+24.09, 9.75 LT. - -- _- _ 3 \�21 }4 LF ® \ of Q x i TURN CONE SO LID IS TOWARD 0 +47 _ -- }4-"" - _ S.S.M.H. 8, TYPE -1 480 ! oo CENTER OF ROADWAY S �:D208 F_T FT �' 51A. 21 +�U.41 5.00" LT. S= 0.0200 FT /FT ` x I.E. = 445:17 Z ; I. E. X446. - 446.1 >- I 291 LF 8" PVC 448.07 Q� Cn S.S.M.H. #10, TYPE -1 480 71 LF 8 PVC 31 GJ i STA. 24+ 1 1.95, 4.97 , RT. -- LF ® j 6"x4" REDUCER 5� S= 0.0200 FT /FT 48 LF 8" PVC MFF =456 4" TEST TEE I I PER DETAIL SHEET 9 (TYP) I I.E. = ,4.49.24 SCALE: 1" = 20' 451.14 a PROPOSED 15' , � m �.,, 57 LF 8" PVC DRAINAGE EASEMENT 20 10 0 20 40 S.S.M.H. #4. TYPE- 48v� j � _ � 0 STA. 20 +23.75, 4.47' LT. 0 +4 ; \\ MFF =455 HORIZONTAL DATUM: WASHING I ON COORDINATE SYSTEM NORTH ZONE � INT'X STA. 11+71.41, S.E. 111TH ST. / i = STA. 20 +00.00, S.E. 110TH CT. VERT. DATUM: NAVU 88 BENCHMARK: \ 1. KING COUNTY SURVEY CONTROL POINT JRENT1845. j MFF =455 BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET m i 12 +40 1.6' BELOW GRADE, IN A STANDAkD MONUMENT CASE. o; O _ _ - ELEVATION = 467.77'. I c p � 2. TBM # 1 SET IN TOP NON MOVEABLE BOLT WITH "X' OF 0 O IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. vJ 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE. 1 FOOT ABOVE GROUND SURFACE. NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. ".o a C g Q rn ° co 00 C14 C 00 0 rn rn co 'N L to oAt It II W ►- O • I-�• Q 5 AS -BUILT CERTIFICATION: ° o U' H.P. ELEV = 459.87 - - II W j ° U _ = L.P. ELEV = 457.29 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS `CEVFIV Z z y w I- ►- H.P. STA = 21+68.14 OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT �' r- y W o �- L.P. STA = 20 +45.61 L PVI STA = 21+61.22 OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION.��oF XA! PVI STA - 20 +56.80 - w w PVI ELEV = 460.66 THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN y PVI ELEV = 456.80 `n K = 13.16 A.D. _ -6.50 ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY L.P. ELEV = 452.31 PRACTIC WE MAKE NO OTHER WARRANTY EITHER EXPRESSED �r o A.D. = 5.70 K = 15.38 L.P. STA = 24 +94.63 480 ° `- 100.00' VIC OR IMP D. 31661 00 00 75.00 VC - `�' R�'ctsrER"�° 480 PVI STA = 24 +99.24 + + - _ v iq� j;�Nv PVI ELEV = 451.20 oN GA F I _., S. NU. 31667 A.D. = 5.9 , 3 ) O O N EXISTING N co DAT Ao -V-Q� ExPIltes 9/13/2007 K = 25.14 w o(n U o W . Lo 00 GRADE N 150.00' VC z w � � J rn OD v + � + ± d N (:� W p N N d PROPOSED `` o W U W Q. W STORM DRAINAGE CROSSING '�' > � ; GRADE + Q m I.E.= 453.22 ' v N W 460 STORM DRAINAGE CROSSING STORM DRAINAGE CROSSING y W I.E.= 449.68 > 460 mom I.E.= 448.95 co Q .709 - - _ __ -- -- _ - --�. py; STORM DRAINAGE CROSSING I.E.= 447.91 m b I 56.4 57 L.F. - 8 "0 PVC 46 L.F . - 8"o PVC L.F. 8 "0 PVG -0 S- =- -x-9950 -f�FT -- - .........o ff- 0 Si = 0.00 -14 FT//FT 0 S 0.0092 F -T!F-T 290.3 0 S 0.0094 FT /FT 3' MIN. : v.� 11 L. F. - 8 "+a FVC S.S.M.H. 4 TYPE 1 440 RIM = �5,7.55- 457.49 1.0' MIN. COVER (TYP.) S- � -0.0051 --f-T/-FT 440 I.E. _ 448.91 -8 "0 E, 8"0 SW SEPERATION S.S.M.H. 110. TYPE 1 0 S 0.0062 FT, FT I.E. = 448.8+- 8 "0 NW S.S.M.H. 18, TYPE 1 (TYP.) RIM = - 4&x-59- 453.65 „ I.F . 448.67 CTR CI IANNF i) RIM 457-.44 4,1) 7. 70 #9A I.E. _ #45:3 8 0 SW, 8 0 NE S.S.M.H. #11, TYPE 1 I.E. _ -#*8.52---8 "0 S S . S. M . H . 9 TYPE 1 1. E. = 445.28- TO NW z KEY MAP I.E. _ -448.41- -8"0 N RIM = 458:$9 459.0` I.E. - 445.09 (CTR CHAr4NE_�_) RIM = 4� a52.i I.E. = 445.84 - -8"0 SE NOT TO I.F . = 448.24 ((TR CIiAr�r�E L) I.E. = 448:$8 8 0 N E 44 ( �'I I.E. _ x-.-74 To SW S�C�1l.E 1 � . � c. r I� �A r � r�� I ; w TURN CONE SO LID IS I J. 445.53 (CTR C ,IAtjI`jE ; TOWARD CENTER OF ROADWAY • CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL f I i M 2 Wor kiV Dori Wore You Dig Date BY G 1 -800- 424 -5555 S.E. 110TH COURT ErY 1 a i t NOW IAxWyramd Location Cuter SCALE: ' "= 20' HORIZ. (D.MT.N D,0RWA) 1"= 10' ART Date BY 0 2 20 +00 21+00 22 +00 23 +00 24 +00 Of + • �•a�vIJIVNJ Iii SCRIPTION /DATE •+r I CENTS 1/23/04 SN SEVER ADJ. 2112104 SH ' AS -BUILT 09 -19 -05 ESH I ••• `�" 22884 '• /ONAI E EXPIRES 10/19% 1 J .. t s .+ .. V L ¢ 49 oCI or u z ..� 4• JJ n z W r z �D ` fD CC J O C >� 3v 0 3 U v► V zo Z �•� 'U . d i .tea O Hil E a>I a z 3 3 LN a; 3 �3 WV >Q u as Z 0 6 •z m Q 3 W ..j 0 V ° Z Z Q Z co ._.] W 0 W W W a: 0) Z O Q U) Z 1�- D m cn Q D U Z_ Y 0H NO '062 00 003 WG NAMf AB SS 03 E. SIGNE ;' Ejl- s.1w RAWN By CR ►4E CKE D BY GSL -JK ATE '2 ' 03 ATE °` 10 -21 -05 R NT SS-,03 5 CN 9 S-W E- TS 41 C4 kn "0011 M c N. c Gi I= U CD A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY WASHINGTON IK_SCRIPTION /DATE Hy r u I COMMENTS 1/23/04 ESM u COMMENTS 5 -5 -04 ESH 147THPLACE S.E. 1 AS -BUILT 09 -19 -05 ESM S.S.M.H. #14 J I STA. 27 +39.8/, 5.00' RT. LA. 0 MFF =460 MFF =460 MFF =460 Of S.S.M.H. # 13. TY 1 484f a- STA. 26 +20.04. 4 4' RT. I.E.= 449.79 D I.E.= 447.88 I.E. = 448.79 30 LF ® .r Y Q S= 0.0200 FT /FT .� .•, ,� ,. S =0.0200 FT /FT.•�4^� W 119 LF 8" PVC - ---- -_ : • 29 LF ® 0 +00 INT X STA. 15+11.22, S.E. 11 1 TH STREET ' p S FT /FT + 59 0+ 00 � STA. 28+ 19.83, 147TH PL. S.E. •o.•. � ��, W F.. I-- � .r �7 v- L. /0 AL (n W V, V_ O Q OW V_ + 00 27+00 ExPiaEs 10/19/ z 26 I I 28 +00 28+20 W .► .r W v Q + v �- 33 LF ® O (n •' t J Z S= 0.0200 FT /FT v +- W N `� -- --- 13 LF ® 0 +9 0 +00 13 LF ® W °C ; d a I.E. = 446.89 S -0 0200 FT]�F -- `--- (%) ,� w 41 a u on- S00 FT 65 LF 8" PVC I.E.= 449.35 �� z ® d c «- 4 _J J NINE 0 +00 14 LF ® I.E.= 448.95 �r ,� o S= 0.0200 FT /FT 6„x4 REDUCER SCALE : 1 = 20 z '" 4 TEST TEE w z co CL I.E.- 446.51 PER DETAIL SHEET 9 (TYP 20' t o' O 10 a`vl 20 40 Z ap 11L 0 Z HORIZONTAL DATUM: �- ° >X = WASHINGTON COORDINATE SYSTEM -NORTH N _j H u Q Q o M =452 MFF =455 F _ ZONE E"'� S.S.M.H. 12. TYPE -1 4845 57 LF p�/ M F 456 MFF =457 t o Z STA. 25 +50.56, 5.27' RT. 8 C VERT. DATUM: _ �� L NAVD 88 o �v H o w g a m E BENCHMARK: a cy S.S.M.H. #11, TYPE - 1 4845 1. KING COUNTY SURVEY CONTROL POINT #RENT1845. 3 N �' BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET CD ; 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. 3 z o v` ELEVATION = 467.77'. 03 C W U SEE SHEET 5 OF 9 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH X" OF = - _o IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR > j a CENTER TOP OF HYDRANT. ELEVATION = 470.26'. u a 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, z cp 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF �� CC PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. 0 p G AS -BUILT CERTIFICATION- l0 OS '� ul 1 o I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT of WA,��..�' OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. c�k► s , THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN W ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY l.i Z J PRACTICE. MAKf NO OTHER WARRANTY EITHER EXPRESSED 0 W U V o I <' o OR IMPLI N =i "ZO 31667 AND - �.. N GARY S. L_ �, L.S. ►NO. 31667 _ /UNAG L PVI STA - 27 +69.88 uj DATE`•' �0 �!�! ~ EXPIRES 9/13/2007 V ° PVI ELEV = 459.77 a � Z - A.D. _ -1.17 Q K = 64.28 = z 75.00' VC I �- 480 � W Z 480 00 n to CHECKED FOR COMPLIANCE RECOMMENDED uj 3 N O N TO CITY r o� v o N STANDARDS FOR APPROVAL W LLA ri W ° + + W a M 00 00 (0 04 O) O U + U-) N 04 - - - -- - -- - - - - -- -Dote BY cr v `n U w II - - - -- -- - - -- Date BY - - -- - - (n Q_ PROPOSED + ,` EXISTING > w w cn cn J - __- -__ -_- _- - - -_ -_ Q `o R m GRADE N GRADE STORM DRAINAGE CROSSING �' w Dote -- - - -- BY - - -- - - - - - - -- ------ - - - - -- I.E. = 452.49 ""� Of 460 W a: H o _ 460 a: Z .. o Q In z KEY MAP: _ �_j NOT TO SCALE Z) • " • L.F. - "m PVC • 119 j_ F. - g ' 0 PVC ®S = F ;/f 1 ;� ; .� ' L. F. - 8 PVC t;Fi. 65 L 8 1 1 g 4 � .F-. ® S 0.0153 F 1/171 = 9695}- fT - s-- �- -$$}49 --fT FT - _ ' iJ) 440 ®S 0.00 79 F T/4 ® S = 0.0 1 , 4 F T'/f- T 1.0' MIN. S.S.M.H. 14 TYPE 1 3' MIN. T.G. = 45:7.85 458. -74 ~ / Z SEPERATION I _ ., _ � 440 � COVER (TYP.) S.S.M.H. 13 TYPE 1 ) I.E. _ �•� 6 � E � � � � (TYP. 449.A9` 8"0 N T.G. = 4'54: -50 454.94 T. 0 Z S.S.M.H. 12 TYPE 1 I.E. = 447:30 TO S, 6 "0 E I.f . 448.94 (CTR -HANNF.) - U �- - , 0 RIM = 4�-2�# 4,1.89 I.E. = 447.-29 8 � NE ; t- ,- � I Z Ln Ln I E. _ 446-23- 8"0 SE, 6 "0 N, 6 "0 SW .E . 44'.13 (CTR (7HAtjrjr• I > I E. - 446. t3 TO NW L F 445 98 ((-T1� ('FiArjriE I OH NO. 1 062 001 -003 )WG NAMf AB SS - 04 )f SIGNf D BY: SJW IRAWN Hv CR H E C K O 13'Y GSL -,N COM w np D o" Wore You Dp ,AT f • � 03 147TH PLACE S.E. 1-800-424-5555 ,ATF 09 SCALE: i�= o,IZ. VMM Uhdorg'mW Loc�1011 Gf1iK 'R i N T 10-21-05 w.M�r.HD.v�wA> z SS-04 25 +00 26 +00 27 +00 28 +00 OF 9 ;HE f TS f i 3r z tD s /I/ I I kr) M C, c Nc a L1 o A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON � I � r� Cf) r` S.S.M.H. 15, TYPE-1 480 168 TYPE -1 480 W � Z C/) ,'�, � Uc:� STA. 74 +98.23, 35.0' RT. S.S.M.H. #16, TYPE -,1 48� STA. 8 +1.33 35.0' RT. n 4 1 76 + 0p STA. 76 +30.78, 35.0 RT. ' � 1 77 +00 ' + 78 +00 i + I SIR 900 (RENTON- ISSAQUAH ROAD) C) L3 cL S J o z Z AFT � 8 O� w Q :2 a- Q 10 PROPOSED X 80 LF 8" PVC / O ..� -__!! SEWER EASEMENT 133 LF 8" PVC X X LLJ X Of 10' PROPOSED 21 1 LF 8" PVC �'' J j - V) w DRAINAGE 6 PROPOSED DEVELOPMENT Of Q W EASEMENT BY OTHERS OV) .•.-1 Z }- S.S.M.H. #17. TYPE -1 480 � 132 LF 8" PVC STA. 79 +21.33, ° 35.0' RT. ~ MFF =453 x X Z Q MFF =451 MFF =450 • Q; x i S.S.M.H. #10. TYPE -1 480 SCALE: 1 of = 20' a SiA. 24+11.95, 4.97' RT. O :� 20' 10' O 0' '409 rr''� 2 44 Z (n - CO + HORIZONTAL DATUM: O Q >° 1''-- WASHINGTON COORDINATE SYSTEM -NORTH ZONE AA/ `'r► VERT. DATUM: NAVD 88 r o I< BENCHMARK. +00 � O 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, I �' MFF =452 BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET y 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. Q, � � � o ELEVATION = 467.77. c OF 2. TBM # 1 SET IN TOP NON MOVEABLE BOLT WITH " IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT 15 NEAR I i • X' CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE. SEE SHEET 6 OF 9 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. `r d AS -BUILT CERTIFICATION: � 05 O C �N � 460 S. E. 1 10TH CT. I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS �,TEVF,IV 3 r i = 460 OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT 'oF WA, C' PROPOSED �, Z) 0 OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. GRADE I O �• W u :z<< THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN " 1z w Ln 0 ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY u z LOT 6 �� STORM DRAINAGE CROSSING PRACTIC 'E MAKE NO OTHER WARRANTY EITHER EXPRESSED 0 20, 450 I.E.= 448.17 EXISTING W - GRADE 450 OR IMP 31667�p ' -- ____ V. Z GAR E.S. NO. 3166 7 O /O'� /�O� EXPIRES 12/13/2007 -- DAT _! 132.2 L.F. 440 g"0 PVG -0 t e248 -Ff./ F�: 0 Q 440 4 S 0.0252 FT. /FT. 1-35 L. " _ -� 3' MIN. 132.5 L.�, 8 0 PVL � S �0J06 fT. = W Z S.S.M.H. 10 TYPE 1 COVER (TYP.) � S = 0.0305 FT. /F T. U m h- L 3 T.G. = 4333 453.65 S.S.M.H. 15 TYPE 1 W Z I.E. _X45. -38 8 "o W, 8 "0 SE, 6 "0 S T.G. _ *5TTY 451.69 S.S.M.H. 16 TYPE 1 CHECKED FOR 2 Y I.E. = 445s�8 8"0 N I.E. - 44 _ _ Q W 0 0 COMPLIANCE RECOMMENDED 430 5.09 (CTR CHANr�EI) I.E. - -x-42 8 „0 S 1.5 MIN. T.G. _ 443.99 446.47 V 430 TO CITY STANDARDS FOR APPROVAL I.E. =--441.--90 8 O NE SS PERATION (TYP.) I.E. - ��$ 3 8 "0 SW I.E. = 441.76 (CTR ,,iiANNEL� I.E. _ 4;37-: 33 TO NE I.E. = 437.72 (CTR CHA __0 Date BY Q SR 900 (RENTON- Date BY - SCALE : 1w= 20' HoRlz. - ISSAQUAH ROAD ) - - Q 1 " =10' VERT. _ - -- - - - - -- - - -- - - -- Date - BY -- 75+00 76 +00 m KEY MAP NOT TO SCALE �l 4 50 EXISTING - -1 GRADE 450 Z - -1 1 � 440 440 w 9 W 9.2 80 - f O Q 21 1 .2 L. F. 8 "0 PVC $ W5@- fT:/fT-. .. C� 0 (,0.) F S.S.M.H. 16 TYP 1 8 0 PVC ®S - = m T.G. -MW-4+ EXISTING 446.21 ® S 0.031 $ f I.E. = 4M.� 8 O SW 430 (� I.E. _ *36 *2 " NE W �.E . 436.52 �c_,OT R ; E�nrJrjE I ; S. .M.H. 17 TYP 1 3 MIN. COA 2 Workhp Days 9M0or• You C% Q W T.G. = 446 oe 445.x,, V COVER (TYP.) SIR 900 (RENTON- ISSAQUAH ROAD) I - E. _ *3+. -40- TO SW 1- 800 -424 -5555 I. E. - 434.39 S 0 N 1 "= 20' MORI Z. � F . 434.01 (CTR C � n � J r ! � l ; tJwli�s ur>d�Wasxi Llocalior► C�rt�r SCALE: �_ t0• vERT 0D T.ND,0RWA) 0 z 77 +00 78 +00 79 +00 �Ir r if > OESCRIP`ION DATE HI CO»ENTS 1/23/04 E SH CONIIENTS 5-5 -04 SM e�illi�><5 0�►1� -gi i •••E.�, '0�...� zzas• �J `F' L EXPIRES 10/19/ J s� .... S u OL Q Ix j J w ® �J a .0 z oc J J Z W WW cc Z ~ f m Z _ as -c 5. > ,+� < V O i L M H` < U w c0 0 00 E U 3 3 3 La �i a3 t W u a3 0 Z W 3 w _J Li 0 • V ° Z Z Q c Z W a m O W V) 0 _ a: Fm <_ a: V) Z o U) Z J 0 m I V) Q Z 0 V Z Y D8 NO '062 00' 003 WG 'NAME AA SS 05 ESIGN; r, Ei" 1__.;w RAWN H" CjR t.4 ,'KE D H0 GSL -JK ATE '2' 03 P o` PINT 10 -21 -05 SS -05 7 Of 9 ;►►EE TS if N M r; cl NY F_ v: ql Ll CD L A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON \ I o 63 LF 8" PVC INSTALL 65LFt 24" I.D. STEEL CASING BY BORING. JACKING PIT: \ Z (f) L W/ 24" STEEL CASING JACKING AND RECEIVING PIT SPECIFICATIONS: 26' MIN x 12' MIN INSIDE DIMENSIONS WITH BOTTOM Y OF PIT 18" BELOW CASING INVERT. MIN SPAN INSIDE SEE SECTION FOR EXISTING FIBER OPTIC LINES - DEPTH AT THIS LOCATION SHORING BOX OF 22' WITH 9' MIN CLEARANCE FROM ESTIMATED TO BE GREATER THAN 11'. BOTTOM OF PIT FOR CROSS - MEMBERS. STEEL ENCASEMENT PROPOSED DEVELOPMENT DETAIL, SHEET 9. NOTE: HORIZONTAL AND VERTICAL LOCATION OF FIBER RECEIVING PIT (IF REQUIRED): BY OTHERS J OPTIC LINES IS APPROXIMATE. CONTRACTOR SHALL BE 6'x6'x1.E. + 18" RESPONSIBLE FOR LOCATING FIBER OPTIC LINES Lam. PRIOR TO STARTING SEWER CONSTRUCTION. IN THE EVENT Q pJ A CONFLICT IS DISCOVERED THE OWNER AND THE ENGINEER PROPOSED MANHOLE BY :� SHALL BE NOTIFIED IMMEDIATELY. CL oil O S - 4 OTHERS, TYPE -1 48 "0 S.S.M.H. #18. TYPE —1 80 STA. 62 +67.04, 2.30' LT. Q t' S1A. 60+02-58,152.32' LT. CONTRACTOR TO VERIFY U �. Z Z �� - _�-- SAWCUT EXISTING PAVEMENT LOCATION AND INVERT Q GJ I- ___0- 6x6 RECEIVING PIT PRIOR TO CONSTRUCTION. ��Ci --t �� \ 0 (IF REQUIRED) LJ Q -�'� UTILITY POLE TO BE :E n- \ RELOCATED BY OTHERS O CL I = W \ r 58 LF 8" PVC 232 LF 8" PVC Lj _V) W �Q \ c� O V) \ z � 0 26'x, 2' JACKING PIT 60+00 ` -- _ u i + OQ+ Q -&2 7-&2-+ e0-- I -, 63 +00 64 +00 PROPOSED DEVELOPMENT BY OTHERS Vin. Q) D w z 148TH AVE S.E. O (� o HORIZONTAL DATUM: K EY MAP WASHINGTON COORDINATE SYSTEM -NORTH ZONE Z S.S.M.H. #17, TYPE -1 ,480 NOT TO SCALE VERT. DATUM: w S1A. 59+41+91, 34.78 LT S.S.M.H. #19. TYPE -1 480 1 + NAVD 88 STA. 60 +35.22, 4.21' LT. I BENCHMARK. SCALE: 1 " = 20' I 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A PROPOSED DEVELOPMENT BY OTHERS NOTE: 00 I CONCRETE MONUMENT WITH 314" BRASS PIN, SET 1.6' BELOW � I GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 20' 10' O 20' 40' C I UNDERGROUND UTILITY INSTALLATION IN 148TH AVE SE 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH 'X' OF o SHALL FOLLOW WSDOT /APWA STANDARD SPECIFICATIONS I IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER a_ UNLESS OTHERWISE STATED IN SECTION 8.03 OF THE I TOP OF HYDRANT. ELEVATION = 470.26. 1993 KING COUNTY ROAD STANDARDS. I I 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE. 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF A PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. O s O, C " .0 CZ O � N Q' AS -BUILT CERTIFICATION: '/' 05 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS 'l EV FN OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT WA La ��' W OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. Of THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN y 460 ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY / v 460 C/L PRACTIC WE MAKE O OTHER WARRANTY EITHER EXPRESSED N OR IM D. I � 31b6J 01 EXISTING FIBER OPTIC CASING GA WI , • L. S. NU. 31667 450 12 "0 HDPE PIPE r AL w EXPWS 9� 13� 2007 DATE: 450 x 6v) V z 63.9 , F- 440 -6r3 --tom W/ 24" 8 "m pVC --- XY cl- STEEL CASING PROPOSED DEVELOPMENT w - - -�� EXISTING BY OTHERS • -__ GRADE 430 04S4 /-FT F7 `~- -- _ `— --- �- 430 S.S.M.H. # 17 TYPE I 231.5 C RIM = 4 445.5 , L.F. $ "� PV @S 0•.0489 F T. ; FT. I . E . - 4-34 40 8" 0 SW m I. E. = 434:30 TO N S I . S. M. H . 19 TYPE I.f . - 434.01 CTR CHAPJNEI -) RIM = #4- 3:T- -+f— 443.55 420 1. E. = 430:28 8' 0 SW 420 1' MIN. I.E. = 430-.+Q9 8 "0 N !1. - 429.45 (CTR CHArAkEL) SEPARATION % -t--F. 8 "0 PVC 56.70 1 .F . 3' MIN. ~-- ®• S =0.01 FT. /FT. ® S - 0.029.E F COVER (TYP. ) T . ; � 1. E:_x' IS i ING (09-07-05) -~ S.S.M.H. 18 TYPE I _ RIM IM 427.13 410 RIM 44 -+- 44.3. %� I.E. = 419~. �$ 8 "0 S (NEW) I.E. = 439: -% 8-0 S 1. E. = 439.$6 TO NE IA. 4.S1. � - 418.14 (_"R CNAwrJE (09- 0 05) Z 0 X) 400 W 400 CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL . . Date BY Date BY Coo rllorkinp Do" EM" You ft 148TH AVE S.E. 1- 800 -424 -5555 1 "= 20' HORiZ. Date BY �e L*xWground Loc�bm linter SCALE: 1"- 10' VERT o (lD,M'r.ND.oR,wA) z 60 +00 61+00 62 +00 63 +00 64 +00 I 4 �. DCSCRIPT ION/ DATE By COMENTS 1/23/04 ESM COMENTS 5 -5-04 ESIN COMMENTS 12 -9 -04 ESM s PER C.O.R. 12 -13 -04 ESH i AS -BUILT 09 -19 -05 tSH g. p 22$$4 �►• .0 /STE�?�:'�,� ZONAL • �'� EXPIRES 10/19/ f J f ., r► L u L C s C[ i I to ° o r Lu ® Z La 0 �►� 0 0 JJ Z W W � Z C � E ID Z V L c > J 0 0 •d >x U Go U t0 Z .- ;j d L a O•- U �E ol 3 3 LN �L 3 _c 0 WV uIL Z O V _Z 2 W W _J L_ O w CL V ° Z Z Q co Z W Q_ 0 W 3: W V) 0 Q cc F. Z 0 V) Z �. D m V) Q D U C� Z w JH NO '062 -00' 003 WC, NAME AA 06 f SiGNE J H- sjW RAWN Hy ZjR ►•t ;'KE U Hy: GSL -JK Al E. • 2 ' 03 ATIF I T �� R N 10 -21 -05 R SS-06 V Or 9 ;"t E T s 4 N W) M c N� c ry- W1 H a cr. d `- � Ir� � Q n n 0 U J Z Q Y W Q � Oa M 2(Y- Z Ln � Q W O (D Z Z CL Q) �T o /�1 Z (n Q -Y a 0 U W� C .-6 rho c �t'4'0 c 0 a a a = 4 A C .=i p a 0 J W () J V = .V( 2 p Q fA W O � p U J u Z D. Z 4 O W ti �C o N U o W � = W V i W Y I a 0 o U 4 rr a Q W r~ Q 0 O V) W O Z A PORTION OF SE 1/4 OF SEC 3 , TWP 23 N, RGE 5 E, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON q, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST • NOTE: IN ACCORDANCE WITH ASTM C -443 CONCRETE. in 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF SANITARY SEWER NOTES & SPECIFICATIONS STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) 4" CLEANOUT a5' BEND AND WYE WITH PLUG. - - - PROPERTY LINE CONCRETE RISER BY PIPE INC WASSER MC- CONSEAL OR APPROVED EQUAL; PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. W W Z ` OR EQUAL TO FIT 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A SIDE SEWER ° 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICA- 1 LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING _ __CONNECTION NOT TO SCALE _ J -' TIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EX- 6' -0" 26-3/8" WSDOT /APWA STANDARDS AND SPECIFICATIONS. I ° '' I -^"' FUTURE 4" PIPING 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 6" BUILDING SEWER PIPE I "' BUILDING SEWER - PLAN a a 3.30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF _ _ _ _ _ _ _ _ _ -- BUILDING DRAIN 00 °' I �o I a PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND W "x r1" FOR LOW HOUSE HOUSE HOUSE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMP - ORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTIN. A 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. �,� B S.S. SOC. HO. CAP SCREW (3 REO'D.) 112" TYP. /- NON-SKID PATTERN 2 4" STUD SERVICE MARKER PAINT UPPER PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY `' �,Oo O o TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE OF RENTON CURRENT STANDARDS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUN- ►- WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. 13. I ICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERI- I ,. W AND #5 WIRE WRAPPED AROUND THE STUD AND - 3 CAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON STAN - 6 SIDE SEWER AND BUILDING SEWER EXTENDED TO THE TOP OF THE STUD. 33 -1 /4" 2. Types of pipe and fittings that con be used for sanitary DARD SPECIFICATIONS. SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE 2" RAISED LETTERS AS sewers shall be approved by the Department of Public Works. 4" BEND AS REOUIRL COMPLETION OF CONSTRUCTION. ALL 9U' I URN b 5H ALL BE ACCOMPLISHED BY MEANS OF A WYE AND 45' BEND. TWO 45' BENDS SHALL NOT BE ACCEPTABLE. UJ ZI W CL 01 Cr HOUSE a MIN. 4" SEWER PIPE UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST &ORY MORE THAN 45' BEND). \ 4" SURFACE (TYPICAL) 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS `r 2ND CHANGE IN CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. a CLEANOUT DIRECTION OR GRADE WILL WYE 4" TEST TEE WITH AVOID DAMAGE OR DISTURBANCE. .. VITRIFIED CLAY PLAIN AND REINFORCED CONCRETE 01 PIPE AND C1 CLEANOUT IRE A SURFACE PLUG FACE UP 60 ALLOWABLE MAX. PIPE SEWER MAINS ARE TO BE CORE DRILLED CLEANOUT WYE. 4" CLEANOUT (TYPICAL) 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO FOR CAST IRON PIPE WYE WITH PLUG - STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEC- OR DUCTILE IRON PIPE. - PROPERTY LINE URE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE /� Ova' � ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CON- 1:3:5 MIX �,��\NG 6 MIN. �6 x 4 REDUCER (0 TRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF CONCRETE GCE OG'� ,-2_ I- � (TYPICAL) BLOCKING / �� 25 PN�� cn ( cn cn v) BACKFILUNG ALL CONSTRUCTION. 1 4\111 NCRE w ; MAIN SEWER LINE W ,1 W1_ W 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CON- `� Go 2% MIN SLOPE - -t. STRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. HORIZONTAL TYPICAL BUILDING SEWER INSTALLATION PLAN 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 6" SIDE OUTLET TEE OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. SEWER MAIN SEWER MAIN 6 MIN. IF THE BUILDING SEWER SERVES ANY FIXTURE 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRE- CONCRETE BLOCKING ANGLE QX HAVING FLOOD LEVEL RIMS LOCATED BELOW THE CEDENCE OVER ALL OTHER PLANS. OF TEE AT MAIN DYER 25 TYPICAL SIDE SEWER ELEVATION o ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER r c� OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION ELEVATION o ? DEVICE SHALL BE INSTALLED EQUAL To TYPER 2 -84. 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" - 1 %2" RAISE -1 12" WIDE BORDER 10.. I PIPE MATERIAL AS SPECIFIE[ - - -- - g - - - -- BY THE ENGINEER I , l + 8 4, S 4" �- 8 CONCRETE CLASS 3000 - 4-3/4" CAST IRON RING AND COVER NOTE IN UNIMPROVED AREAS POUR V -0" THICK PLUG TO BE SEALED -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN SAME MANNER AS IN ASPHAI. T ROADWAYS RESTORE AROUND CLEANOUT RING MAIN SEWER JOINTS AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 6" OR 8" CLEAN- OUT NOT TO SCALE MANHOLE _FRAME _AND _COVER NOT TO SCALE 1 MANHOLE FRAME AND COVER 6" SEE DRAWING BR29 NOTES: 12" MAX.- y 24 "� ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL 'D' • IS IN PROGRESS. ---- CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. RUBBER GASKETED JOINTS 24" MIN. 2 21" I.D. 54" - q, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST • NOTE: IN ACCORDANCE WITH ASTM C -443 CONCRETE. in 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. WITH A HIGH SOLIDS URETHANE COATING: 4" CALDER COUPLING CONCRETE RISER BY PIPE INC WASSER MC- CONSEAL OR APPROVED EQUAL; PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. Z ` OR EQUAL TO FIT 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A SIDE SEWER ° LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING _ __CONNECTION NOT TO SCALE _ m `" SURFACE CLEANOUT 4 "x 4 "x4" WYE EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EX- 26-3/8" TEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE 4" PIPING TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 25 -1/4" PLAN 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES OF EXISTING TRAVELED ROADWAY SHALL " BUILDING DRAIN BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE A FOR 5/8 " -11 N.C. x 1 -1/4" -- - - -24 - - -- r1" FOR LOW HOUSE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMP - ORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTIN. A 41 �,� B S.S. SOC. HO. CAP SCREW (3 REO'D.) 112" TYP. /- NON-SKID PATTERN I PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY `' �,Oo O o , NOTES: OF RENTON CURRENT STANDARDS. A �� 0�04(--] 8 U0�(1 0 -- 1 r i - i 4- L 3/4 „ 1. Prior to installation of a sanitary sewer connection, o side -sewer be from the City 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. / 1 -7/8" TYP. 23 -1/4" permit must purchased of Renton Public Works Department. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE 33 -1 /4" 2. Types of pipe and fittings that con be used for sanitary SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE 2" RAISED LETTERS AS sewers shall be approved by the Department of Public Works. COMPLETION OF CONSTRUCTION. REO'D. SEE NOTE No.3 BELOW SECTION A -A Rubber or neoprene gaskets as specified by the manufacturer, shall be used on pints. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN UNDERSIDE SHOWN FOR CLARITY ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD 3 A grade of 2e (Iri thper foot) 2f strode SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY 3/4 CORE (TYP.) ON 23 B.C. �1 maintained ve cannot be maintained. The owner must grant g a LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL 'DRILL AND TAP 5/8 " -11 N.C. -1 2" R TYP. KIN / CORE (TYP.) (LOCKING) ggrade release to the City and then can Install 6" AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO ON 23" B.C.(TYP. 3 PL.) 5/8" 3/8" 1 -3/8" pipe of a grade of 11G. THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UN- FRAME (LOCKING) COVER (LOCKING) ` 2" 4. For inspection of side sewer, call 24 hours YIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. -�- _ in advance, 277 -5570. Site must be ready for inspection NOTES: ,� _ -T and representative on site when inspector 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 1. ALL COVERS SHALL BE LOCKING LID PER OLYMPIC FOUNDRY 1" SEAT I' - 11- 2 -1/2" arrives at appointed time. Side sewer and stub shall be tested per City specifications. No. MH 30 D/T OR EQUAL. Make the connection at the house. Do not bockfilt 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), 25" the ditch until approval is given by the inspector. 17. IN UNIMPROVED AREAS MANHOLES TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH SANITARY ( SPECIFY "SEWER" ) OR WATER SPECIFY "WATER" � ( ) Final approval will be granted after the existing septic tank has been pumped out and filled with sand. ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO SECTION B -B MATCH PAVING. 5. Install side sewer with 2' minimum cover. 18" 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" - 1 %2" RAISE -1 12" WIDE BORDER 10.. I PIPE MATERIAL AS SPECIFIE[ - - -- - g - - - -- BY THE ENGINEER I , l + 8 4, S 4" �- 8 CONCRETE CLASS 3000 - 4-3/4" CAST IRON RING AND COVER NOTE IN UNIMPROVED AREAS POUR V -0" THICK PLUG TO BE SEALED -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN SAME MANNER AS IN ASPHAI. T ROADWAYS RESTORE AROUND CLEANOUT RING MAIN SEWER JOINTS AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 6" OR 8" CLEAN- OUT NOT TO SCALE MANHOLE _FRAME _AND _COVER NOT TO SCALE 1 MANHOLE FRAME AND COVER 6" SEE DRAWING BR29 NOTES: 12" MAX.- y 24 "� ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL 'D' • 6" MIN. 5 ---- CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. RUBBER GASKETED JOINTS 24" MIN. 2 21" I.D. 54" - q, MANHOLE SECTIONS TO BE OF REINFORCED PRECAST • 24" MIN. 2 IN ACCORDANCE WITH ASTM C -443 CONCRETE. ' 5. ALL JOINTS SHALL BE GROUTED. , STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) 6 -1 '2" - WITH A HIGH SOLIDS URETHANE COATING: CONCRETE RISER BY PIPE INC WASSER MC- CONSEAL OR APPROVED EQUAL; 7' MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. .A. C t . - - -c 12• (TYP) � c MORTAR FILLET ' • .0 IL �_ • I .., 1- 6" MIN. ( TYP) MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 4 _ PRECAST BASE SECTION 54" MH _ OR CAST IN SHELF. 60" MH SANITARY SEWER MANHOLE .(TYPICAL) NOT TO SCALE 48 " 6 6" MIN. 5 5 "MIN 2 24" MIN. 2 21" I.D. 54" - 8" MIN. 5 5.5" MIN. 2 24" MIN. 2 24" I.D. -1 8 AS -BUILT CERTIFICATION: I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTIC WE MAKE � OTHER WARRANTY EITHER EXPRESSED OR IM J. G Y S E S. L.S. NO. 31667 � DXE: V zZnZ E ..Cog WA.�` R00i �4 4L LA1�9 [WOE'S 911312W i� cover �s allowed at the house if outlet is shallow. 6. If side sewer stub is not available. The owner shall be responsible for its installation. The side sewer sholl be a minimum of 6" in size. If tee is not available, the main sewer line must be tapped thru a cost iron saddle. All work within street right -of -woy sholl be done by a licensed and bonded contractor. 7. All work shall be accomplished in accordance with the Washington Industrial Safety and Health Act. (WISHA) 8. All trench restoration for side sewers in the public right -of -woy shall conform to the most current trench restoration requirements as shown on dwg. #HR -23. 9. All building sewer and side sewers shall have bedding in accordance with drawing BW18C or BR09 as applicable. 10. There shall be a minimum 10 foot horizontal seperotion between sanitary side sewers and water services and a minimum 5 foot horizontal seperotion between sanitary side sewers and 9u other utilities. 4" SEWER PIPE, SEE NOTES 2 AND 3. MINIMUM LINE SIZE FOR OTHER THAN SINGLE FAMILY 1S 6" PROPERTY LINE - 3/S2/7 4" SOIL PIPE X .4 INII 4" C ALDER COUPLING ° fOR EQUAL TO FIT 0ZN O SURFACE CLEANOUT -J 4 "x 4 "x4" WYE U � 4, PIPING �.x x 4"' TEST TEE ° �w VEND FACE UP AND PLUGGED In D 4" NIPPLE UJ "x 4" R z � 6 REDUCE i w 6" COUPLING TO FIT z 6" PIPE Cr 2 -J Z�- REMOVE 2 "x4" STUD AND CAP OR PLUG acr III 0 L, m C:11 ON END OR EXISTING 6" SEWER PIPE. AND INSTALL BUILDING SEWER COUPLINGS, a REDUCER, TEES, AND BENDS AS REQUIRED. PROPERTY LINE W -• -SEE SIDE SEWER DETAIL O D 6" PIPING TO 6' -0" 1-- } W BEYOND PROPERTY LINE Q w W I 6" SIDE OUTLET TEE a- 0 SEE NOTE 6 SEWER MAIN a PLAN BUILDING SEWER INSTALLATION SIDE SEWER INSTALLATION PLAN NOT TO SCALE CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date BETWEEN STEEL CASING AND END OF BELL OF D.I. PIPE RECOMMENDED FOR APPROVAL BY BY BY cd i wa.k:,g Days Before You ao 1- 800 - 424 -5555 UdYlies Under¢ountl Location Center m.MT.PD.OR.WA) NOTES: SPACING TO BE FILLED WITH SAND CASING SIZE AND MINIMUM DIAMETER OF CASING SHALL BE AS SHOWN ON THE DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE THICKNESS CONSISTENT WITH THEIR OPERATION ' ` CASING SEAL '` -S � -__ S l- PIPE 24' DIAMETER MINIMUM 3/16" THICK, SHEET TYPE SYNTHETIC RUBBER WITH STAINLESS STEEL BANDS. 9& CASING • DEPTH PER APPLICABLE CITY /STATE REQUIREMENTS CASING SPACER SECTION FOR STEEL ENCASEMENT NOT TO SCALE ROLL +2 0 0 FR 12 0 • M 3 1)F SCR1PT10N 'DATE Hy COMMENTS 1/ 123/04 ESw ! COMMENTS 5-5-04 E Sw l0..0.�.1/� ��• �p � 00 to to • �►• C /SON0,9•G� BONA L EXPIRES 10/19/ V � 10 � J4 i �-8 � 1 29 � co W ; co a. a� W *a Z L9 v o W C CID p� E Z C P 0 5�c J cri < 0 v �3 v C0 Z O 8 0 .• U E U) 3 3 0 �` 0 0'3, Wu 0a' O 0 Z_ Q 3 • U) U Q Z Li rr^^ vJ W Z Q o W lo- r_� W Z VJ J o Z Q U Z_ to Y cH tics *062 00 • 00.E >WG 'SAME AH :" C • RAWN Hy -4 Hv GSL -JK A-[ . 12 1 03 10 -21 -05 4 ti' DT -01 9 OF 9 SHE E TS U � 4, PIPING �.x x 4"' TEST TEE ° �w VEND FACE UP AND PLUGGED In D 4" NIPPLE UJ "x 4" R z � 6 REDUCE i w 6" COUPLING TO FIT z 6" PIPE Cr 2 -J Z�- REMOVE 2 "x4" STUD AND CAP OR PLUG acr III 0 L, m C:11 ON END OR EXISTING 6" SEWER PIPE. AND INSTALL BUILDING SEWER COUPLINGS, a REDUCER, TEES, AND BENDS AS REQUIRED. PROPERTY LINE W -• -SEE SIDE SEWER DETAIL O D 6" PIPING TO 6' -0" 1-- } W BEYOND PROPERTY LINE Q w W I 6" SIDE OUTLET TEE a- 0 SEE NOTE 6 SEWER MAIN a PLAN BUILDING SEWER INSTALLATION SIDE SEWER INSTALLATION PLAN NOT TO SCALE CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date BETWEEN STEEL CASING AND END OF BELL OF D.I. PIPE RECOMMENDED FOR APPROVAL BY BY BY cd i wa.k:,g Days Before You ao 1- 800 - 424 -5555 UdYlies Under¢ountl Location Center m.MT.PD.OR.WA) NOTES: SPACING TO BE FILLED WITH SAND CASING SIZE AND MINIMUM DIAMETER OF CASING SHALL BE AS SHOWN ON THE DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE THICKNESS CONSISTENT WITH THEIR OPERATION ' ` CASING SEAL '` -S � -__ S l- PIPE 24' DIAMETER MINIMUM 3/16" THICK, SHEET TYPE SYNTHETIC RUBBER WITH STAINLESS STEEL BANDS. 9& CASING • DEPTH PER APPLICABLE CITY /STATE REQUIREMENTS CASING SPACER SECTION FOR STEEL ENCASEMENT NOT TO SCALE ROLL +2 0 0 FR 12 0 • M 3 1)F SCR1PT10N 'DATE Hy COMMENTS 1/ 123/04 ESw ! COMMENTS 5-5-04 E Sw l0..0.�.1/� ��• �p � 00 to to • �►• C /SON0,9•G� BONA L EXPIRES 10/19/ V � 10 � J4 i �-8 � 1 29 � co W ; co a. a� W *a Z L9 v o W C CID p� E Z C P 0 5�c J cri < 0 v �3 v C0 Z O 8 0 .• U E U) 3 3 0 �` 0 0'3, Wu 0a' O 0 Z_ Q 3 • U) U Q Z Li rr^^ vJ W Z Q o W lo- r_� W Z VJ J o Z Q U Z_ to Y cH tics *062 00 • 00.E >WG 'SAME AH :" C • RAWN Hy -4 Hv GSL -JK A-[ . 12 1 03 10 -21 -05 4 ti' DT -01 9 OF 9 SHE E TS SIDE SEWER INSTALLATION PLAN NOT TO SCALE CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date BETWEEN STEEL CASING AND END OF BELL OF D.I. PIPE RECOMMENDED FOR APPROVAL BY BY BY cd i wa.k:,g Days Before You ao 1- 800 - 424 -5555 UdYlies Under¢ountl Location Center m.MT.PD.OR.WA) NOTES: SPACING TO BE FILLED WITH SAND CASING SIZE AND MINIMUM DIAMETER OF CASING SHALL BE AS SHOWN ON THE DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE THICKNESS CONSISTENT WITH THEIR OPERATION ' ` CASING SEAL '` -S � -__ S l- PIPE 24' DIAMETER MINIMUM 3/16" THICK, SHEET TYPE SYNTHETIC RUBBER WITH STAINLESS STEEL BANDS. 9& CASING • DEPTH PER APPLICABLE CITY /STATE REQUIREMENTS CASING SPACER SECTION FOR STEEL ENCASEMENT NOT TO SCALE ROLL +2 0 0 FR 12 0 • M 3 1)F SCR1PT10N 'DATE Hy COMMENTS 1/ 123/04 ESw ! COMMENTS 5-5-04 E Sw l0..0.�.1/� ��• �p � 00 to to • �►• C /SON0,9•G� BONA L EXPIRES 10/19/ V � 10 � J4 i �-8 � 1 29 � co W ; co a. a� W *a Z L9 v o W C CID p� E Z C P 0 5�c J cri < 0 v �3 v C0 Z O 8 0 .• U E U) 3 3 0 �` 0 0'3, Wu 0a' O 0 Z_ Q 3 • U) U Q Z Li rr^^ vJ W Z Q o W lo- r_� W Z VJ J o Z Q U Z_ to Y cH tics *062 00 • 00.E >WG 'SAME AH :" C • RAWN Hy -4 Hv GSL -JK A-[ . 12 1 03 10 -21 -05 4 ti' DT -01 9 OF 9 SHE E TS M 1 a a N � 4 0 0 0 c09 w o M � � 8 CD z W � M0- LLJ Ozw O V) I— U Q N O O H z E W a' U m c -a a QP � SC z i� LL� �� NO. a BY 1 V'9 Bin g v B e SE 10 TH PL. m S a a qA•.P zzeas O " gi*•�<�ISTERF:.Ga 9 IXPIRE$ 10/19/ W J a I F z O rn w 0 z A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON AS -BUILT SANITARY SEWER CONSTRUCTION PLANS Vicinity Map HORIZONTAL DATUM: WASINGTON COORDINATE SYSTEM -NORTH ZONE VERT.DATUM: NAVD 88 BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X' OF IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 3. TER! #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. UAA &4V AM for V mo z Aj it I ON6, CONTACT: MIKE ROMANO 22617 8TH DRIVE S.E. BOTHELL, WA 98021 (425) 486 -2563 20021 120th Avenue NE Suite 103 Bothell, WA 98011 Phone: (425) 415 -6144 AS -BUILT CERTIFICATION: !0.Z /• O 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS gTEVEATL OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE WE MAKE NO OTHER WARRANTY EITHER EXPRESSED OR IMP D. 31667 GA S. IS, L.S. NO. 31667 °WAL LnN9 DATE: /O•z/_ 05 EXPIRES 9/13/2007 ESM JOB NO. 1062- 001 -003 SHEET 1 OF 9 1st ISSUE DEC. 2, 2003 2nd ISSUE JAN. 23, 2004 3RD ISSUE MAY 7, 2004 Sheet Index Sht. No. Description 1 COVER SHEET 2 COMPOSITE UTILITY PLAN 3 -8 SANITARY SEWER PLAN AND PROFILES 9 NOTES AND DETAILS LEGEND E— SEWER END CAP s SEWER CLEAN -OUT 0►-- S.S.M.H. W/ FLOW DIRECTION E— STORM PIPE END CAP 0- CATCH BASIN - TYPE 1 It3►— CATCH BASIN - TYPE 1 W/ LOCKING LID (10 48" CATCH BASIN - TYPE 2 ( - 48" CATCH BASIN - TYPE 2 W/ LOCKING LID E— WATER PIPE END CAP 0 HYDRANT fa— WATER METER ::,. -- - - - - -- EXISTING S.S.M.H. - - -- -- EXISTING CATCH BASIN - TYPE 1 ;(?-- - - - - -- EXISTING 48"0 CATCH BASIN - TYPE 2 C1S`i EXISTING WATER METER - - - - -' POWER POLE POWER VAULT i TELEPHONE VAULT C)'-,M ROCK WALL CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date 5- 31521. FOR APPROVAL Call 2 Working Days Before You Dig BY 1- 800 - 424 -5555 BY Utlities Underground Location Center OD,MT,ND,OR,WA) BY 06: Resaalo 5-515) 1? REVISIONS: NO. DESCRIPTION /DATE' BY 1 V'9 ESM 2 NE 24TH ESM SE 10 TH PL. S qA•.P zzeas O " gi*•�<�ISTERF:.Ga 9 IXPIRE$ 10/19/ W J J NTH N 1iN W W ® a 2 is _ nm IJ (7 _ z W t' f E z G aC �• nO 0 J G It V N 3 U 'Si NE 0TH ST. z v $a9m E I® N C, 3 ?: n3 I1u C3 ST. i= F2 Z E '3 N W Z � U Q.L m G W Q CW m Z 2 v'i SE LLI ISS 61,4t, w z `W In '1^ V! } Q,,a z RD Q w N 2 Z MAY VALLEY U 0 Z Y JOB NO.: 1062-001 003 DWG. NAME: AB -01 -01 DESIGNED BY: 11'llI ;SJW COUNTY PARK CHECKED BY: GSL } -& DATE: 12/1/03 DATE PRINT:OF 10- 21 -0'd CV -]01 1 OF 9 SHI: us w a N SE 112TH ST. 0 m a z NE 1 TH ST. w a SE 116TH ST p IIp�l4'� I = SE 120TH ST. HORIZONTAL DATUM: WASINGTON COORDINATE SYSTEM -NORTH ZONE VERT.DATUM: NAVD 88 BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X' OF IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 3. TER! #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. UAA &4V AM for V mo z Aj it I ON6, CONTACT: MIKE ROMANO 22617 8TH DRIVE S.E. BOTHELL, WA 98021 (425) 486 -2563 20021 120th Avenue NE Suite 103 Bothell, WA 98011 Phone: (425) 415 -6144 AS -BUILT CERTIFICATION: !0.Z /• O 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS gTEVEATL OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE WE MAKE NO OTHER WARRANTY EITHER EXPRESSED OR IMP D. 31667 GA S. IS, L.S. NO. 31667 °WAL LnN9 DATE: /O•z/_ 05 EXPIRES 9/13/2007 ESM JOB NO. 1062- 001 -003 SHEET 1 OF 9 1st ISSUE DEC. 2, 2003 2nd ISSUE JAN. 23, 2004 3RD ISSUE MAY 7, 2004 Sheet Index Sht. No. Description 1 COVER SHEET 2 COMPOSITE UTILITY PLAN 3 -8 SANITARY SEWER PLAN AND PROFILES 9 NOTES AND DETAILS LEGEND E— SEWER END CAP s SEWER CLEAN -OUT 0►-- S.S.M.H. W/ FLOW DIRECTION E— STORM PIPE END CAP 0- CATCH BASIN - TYPE 1 It3►— CATCH BASIN - TYPE 1 W/ LOCKING LID (10 48" CATCH BASIN - TYPE 2 ( - 48" CATCH BASIN - TYPE 2 W/ LOCKING LID E— WATER PIPE END CAP 0 HYDRANT fa— WATER METER ::,. -- - - - - -- EXISTING S.S.M.H. - - -- -- EXISTING CATCH BASIN - TYPE 1 ;(?-- - - - - -- EXISTING 48"0 CATCH BASIN - TYPE 2 C1S`i EXISTING WATER METER - - - - -' POWER POLE POWER VAULT i TELEPHONE VAULT C)'-,M ROCK WALL CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date 5- 31521. FOR APPROVAL Call 2 Working Days Before You Dig BY 1- 800 - 424 -5555 BY Utlities Underground Location Center OD,MT,ND,OR,WA) BY 06: Resaalo 5-515) 1? REVISIONS: NO. DESCRIPTION /DATE' BY 1 COMMENTS 1/23/041 ESM 2 AS -BUILT 09 -19 -05 ESM qA•.P zzeas O " gi*•�<�ISTERF:.Ga �10A+AL Via' IXPIRE$ 10/19/ W J J NTH N 1iN W W ® a 2 is _ nm IJ (7 _ z W t' f E z G aC �• nO 0 J G It V N 3 U 'Si z v $a9m E I® N I` 0 ,!v Lo 3 ?: n3 I1u .3 2 5 i= F2 Z '3 W Z � U Q.L W Q CW Z 2 .,ir LLI `W In '1^ V! } Q,,a z Z Q Z 0 U 0 Z Y JOB NO.: 1062-001 003 DWG. NAME: AB -01 -01 DESIGNED BY: 11'llI ;SJW DRAWN BY:- I'. CR CHECKED BY: GSL } -& DATE: 12/1/03 DATE PRINT:OF 10- 21 -0'd CV -]01 1 OF 9 SHI: us ,vs ' a- s azoq yCANNtU OCT 2 8 2005 N`^ V/ M H � a a o c N o a ao � � w a �- 0 CD N "1 U OFF. z 1' WQ J O LJ_I Lj (n V) F= V) Z M RR 0 O O � >_4z [~ _ ww/y a' W � AA m A' m A � l c �P qq �3 j- �3 p - 1--, s �a 8N V a � � '7 I di, z O rn w I A PORTION OF SE 1/4 OF SEC 3, TWP 23 N, RGE 5 E, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON 01>10,- It / / Ali O / V / ` I PROPOSED 10' SEWER EASEMENT / PROPOSED 10' PRIVATE DRAINAGE d/ it EASEMENT a?" / MH 15 // s Y .:r PROPOSED 10' WATER EASEMENT TBM #2 ELEV = 465.16' jj V ,T / O , M PROPOSED 10' I MH\ SEWER EASEMENT '1 rv� yJ t}) PROPOSED 10' PRIVATE— NO. DRAINAGE EASEMENT BY i COMMENR 1/23/04 O / COMMEIM 5-5-04 MM �i AS -BUILT 09 -19 -0F / (e / O , M PROPOSED 10' I MH\ SEWER EASEMENT '1 rv� yJ t}) PROPOSED 10' PRIVATE— NO. DRAINAGE EASEMENT BY i COMMENR 1/23/04 O 2 COMMEIM 5-5-04 MM �i AS -BUILT 09 -19 -0F ESM ji I I � PROPOSED 10 f WATER EASEMENT IFFLIFFIFFIFF NR.Ey i i ,y �IONAL �' r, : s, J V 1 rc 3a 1ng w ®� PROPOSED 10' SEWER EASEMENT MH 10 MH 1 MH 13 —IF. !I i V ,—PROPOSED 15' It DRAINAGE EASE ENT T !I I' T I r IF r'' MH 1 IF i' m ;a / Il S. E. 1 1`1 TH ST. - MH 4 NO. DESCRIPTION /DAR. BY i COMMENR 1/23/04 O 2 COMMEIM 5-5-04 MM 3 AS -BUILT 09 -19 -0F ESM I I � MH 5 f IFFLIFFIFFIFF NR.Ey i i �IONAL �' EXPIRES 10/19/ GG J s, J V � rc 3a 1ng w ®� L� z Iii 0 z w V N 1 E EXISTING HOUSE TO Ia U � fI N BE DEMOLISHED z n 3 M i$ 0 3 .n3 PROPOSED 10' t�D a SEWER EASEMENT I Z i Q 9 PROPOSED 10' \V " PRIVATE DRAINAGE U � MH 6� EASEMENT rz vJ -- MH 7B _ r> 7A r— — -_ la t ! � T T fl < 7 mi' Z m Y/ �i m r1. ,!f e l�' - SCALE: 1" 50' 50' 25' O 50' 100' HORIZONTAL DATUM: WASINGTON COORDINATE SYSTEM -NORTH ZONE VERT.DATUM: NAVD 88 BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X' OF IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 F0 0T ABOVE GROUND SURFACE, NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. TBM #1 VMS— ,/t— �--�/� BOLT ON HYDRANT II ` v ELEV = 470.26' S= 315219 AS —BUILT CERTIFICATION: I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS gTEt'EN OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT WA' 1 OF I! OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. �'�6 !4 THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN I ACCORDANC WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY L PRACTICE E MAKE 0 OTHER WARRANTY EITHER EXPRESSED FIT OR IMP 31667 GARY I L. N0. 31667 �/ 9 L� DATE: �O'Z� O S ExalRES ta /zoov BENCHMARK - RENT1845 KC HORZ CONTROL #3725 CONCRETE MONUMENT WITH 3/4" BRASS PIN, 1.5' BELOW GRADE IN MONUMENT AND CASE 2f 3 it CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date _ Date FOR APPROVAL BY BY BY Call 2 Working Days Before You 1- 800 - 424 -55; Utilities Underground Location Ct -- (ID,MT,ND,OR,WA) REVISIONS, NO. DESCRIPTION /DAR. BY i COMMENR 1/23/04 E5M 2 COMMEIM 5-5-04 MM 3 AS -BUILT 09 -19 -0F ESM IFFLIFFIFFIFF NR.Ey �IONAL �' EXPIRES 10/19/ GG J s, J V � rc 3a 1ng w ®� L� z Iii z w V N J Q m E 1 E m = apTlmr � Ia U N n 3 M i$ 0 3 .n3 t�D a z 0 z Z Q 9 U � D. rz vJ < _ r> CL LLJ O IFF- N d W 2 04- O Z m An Q Z Z) U !z `1 JOB NO.: 1062-001- 003 DWG. NAME: AB-0 A-01 DESIGNED BY: '', SJW DRAWN BY: CJR CHECKED BY: GSL -JK DATE: 12/.'1/03 DATE OF S PRINT: 10-21-01) UT-01 j 2 OF 9 SHE O 13 : (de -se afv S-3151119 � �*' 5Z.�Z"0 SCANNED OUT 2 8 MH 6 r a o Na o 6 Ii 0 A C I >p,_ A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON IF n a�' SEE SHEET 6 OF 9 S.S.M.H. #2, TYPE -1 486 n Yi, I 450.44 STA, 13+46 63,,..3 78' RT. 1 112111 LE.=4`�6 -86 ( j 5 uj W (L INT'X STA. 11 +71.41 S.E. 111TH STREET MFF -457 36 r a =^°t II f //� STA. 20 +00.00, S.E. 110TH CT. -2& LF 4 11 . -��- I ' V/ LE. 4+9- ;-6--\S= 0.0200 FT /FT MFF -457 MFF =457 J MFF =460 / + r I -\ 36 450.17 / - -2-6- LF ® 288 LF 8" PVC j 10 F 8-'PGC S =&6200 - - LLj J _ � .m _..M.. ac SINTTA. X 5S3 TA. 16 +70.88, S.E. 111TH STREET +36.56, 148TH AVE. S.E. O S.E. STREET o � ` _ - Z Q L Aj d r OO �- -- - - - - -- -- -- x ! I 1-6 70.88 Q Q. 0 +00 3§ LF ® , T ,..._. °' , ' f - „- ; S- 0.0200 FT/FT - ..,. F Q /v MFF =459 LE =4493§ 78 1+04 i§LF 0 3 _ 2 +34 I S= 0.0200 FT /FT - .0269- Ff /ET' -- = 0_p200_Fi/ 2 +08 20 �� S.S.M.H. 4, TYPE -1 486 84 LF 8" PVC LE _ � LE =4&3 4 456.71 0 / r �� YCr (n # LE.- 45f -48-- S- 0.02�2FT FT A STA. 1 1 +67.98, 24.1 T LT. x ` 452.77 453.26 \ 4G O € I.E-- 4 -.r�+a I cn i 6 "x4" REDUCER 454.38 i + 9 S.S.M.H. #3, TYPE -1 486 4" TEST TEE . - - -; i - o 6" ° ' x4" REDUCER tu" STA. 12 +63.06, 3.78' RT. PER DETAIL SHEET 9 (TYR) ( i q i ti 47 TEST TEE j x°`15 ' = i ,-�. PER DETAIL SHEET 9 (TYR) MFF =459 _6 r ;�8 I + SCALE: 1" = 20' ' MFF =458 '"'°°� Wit« ' MFF 459 F MFF -461 MFF -463 20' To' 0 20' 40' 0 O o UPPER UTILITY I 4 HORIZONTAL DATUM: E-4 _ '- , PROPOSED 10' (IWASHINGTON COORDINATE SYSTEM -NORTH ZONE o - -- - PRIVATE DRAINAGE S.S.M.H. #7, TYPE -1 486 VERT. DATUM: z CL INT'X STA. 13 +57.16, S.E. 111TH STREET -- EASEMENT STA. 16 +35.08, 3.78' RT. S �H W a IYECLEA THAN = STA. 31 +18.50, FURTURE PUBLIC ROAD � BENCHMARK: V -._ __ - -_. - � PACK GAP BETWEEN _ '- -'- -- UTILITIES AT CROSIING - --- ' -- - -- (L INT'X STA. 15 +12.37, S.E. 111TH STREET 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, °o W/ 6" THICK ETHAFOAM - EXISTING HOUSE TO BEING A CONCRETE MONUMENT WITH 3 4 BRASS PIN, SET E - -_ -- - = STA. 28 +20.38, 147TH PL S.E. / „ ED 0.5' 1 .. BE DEMOLISHED ELEVATION BELOW GRADE, IN A STANDARD MONUMENT CASE. PAD \ LOWER UTILITY MIN. - _ .._ ELEVATION = 467.77. 2. c EATHAFOAM INSTALLATION DETAIL �' w......_. - - - - - - _ _ - - - - - _ IOWA TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X' OF +; - - _ IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 0_ NOT TO SCALE I MO - - -' -- -' 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, i FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. O .N cwn PVI STA - 16 +02.86. N N II ! /0-Z /-05 PVI ELEV = 465.01 - w o �s AS -BUILT CERTIFICATION: a _ N "g 1- ~ - PVI STA = 114 +98.21 A.D. -3.03 a II w �� Inv I:' HEREBY CERTIFY THAT TWE HORIZONTAL AND VERTICAL LOCATIONS gTEVF4y L.P. ELEV - 455.52 _ OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE _RESULT_ 4, ''E.wn '4 _ ___L. ST_. 1 +7 3 PVI ELEV 458.98 K 24.79 OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. 4. °lN ` t P, A.._ 3 _ @_6.. _.... .._._ _ ._.__. ,w �_ -.. ,.......__ -_ - -- 75.00' VC - - -- -- -- - - -- W - _ THE ABOVE CERTIFICATE ISI BASED UPON WORK PERFORMED IN FeF PVI STA = 13:+94.34 A.D. :2.10 N ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY- PVI ELEV - 455.18 K = 35.71 ad 3 '/' N N PRAmmPD. WE! MAKE 0 OTHER WARRANTY EITHER EXPRESSED a : A.D. = 4.88 75.00' VC _ OR ! 1667 K = 15 36 N o n J ui 480 a:. I O? ° ° F + f'Q o . .. - 4_8_. 0 00 o + 0 o I GAR L.S. N0. 31667 N xPIeS s /2oov rn n + v o n N _ ___.. - - -_.. C4 w, __. -_. ___- STORM R_.__. ', . -.._ - -_. .__._ __- + -...v - - - -_ __._ _- - - -a+ -__. <r „_.d _...._. .__. - --- -_ _._.- -� LJiI - _ -_. m.. g II UD cD r0 + IN CROSSING _._ E =_4 V STORM DRAIN D AIN CROSSING ,� o_ LE.= 452.43 ' 'i EXISTING STORM DRAIN CROSSING [GRADE w STORM DRAIN CROSSING w w m PROPOSED 460 LE. '451.37 _ m : LE. 452.24 GRADE .76% I 460 p -_ -- zz ED 2881,,2 L.F. 8" O PVC ®- S -O.0 98�FFTT ®S 0 .-}66 L F. & "O_.PVC i0=.r- v- oo�r-�T 83.5 L F. 8 O._PVC -3' -- MIN. 105.0 ® S 0.0070 jF1'`FT'' ®S = 0.0071 FT /FT COVER S S M.H. #1, TYPE 1 5' MIN. (TYP.) RIM 465.7.7^, 464.72 1.5' MIN. SEPERATION I SEPERATION WITH I.E. -5&4+ -8" O W 440 ,. (TYR) ! I.E. 458.57 (NOT CHANNELED) S.S.M.H. 4 TYPE 1 EATHAFOAM PER _- 440 � RIM 9- 457.49 ._ - SS M,H 3 TYPE 1 -_ -- _ -__ -- _ - -. S.S.M.H. 2 TYPE 1 DEfA1C. -THIS - -SHEET - I.E. 448.91 Tibi E 8"0 SW RIM = '156.76 456.72 RIM . -- 455 68- 455.81 /C�/ n LE - 448:89 -8 "6 NW E -g49 -.-`s E "0 E I E 4-5ro. 870 E KEY MAP I.E. 448.67 (CTR CHANNEL) I.E. = 449.45 TO W 1. E - O W - - g IE. 449.40 (CTR CHANNEL) 1. E. TR CHANNEL) - $„ S 315220 cn = 449.99 (C _.... ..._._ _._ .....__. _ : - _._ -._. NOT TO SCALE CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date BY Date BY 1-800-424-5555 geDig _ S.E. 111TH STREET Date BY " 1`20' HORIZ Utitiies Underground Location Center SCALE: 1' =10' VERT. OD,wr ND,OR,WA) 0 z 12 +00 13+00 14 +00 15 +00 16 +00 0 13 ' IQ to S'-9150 -CIO REVISIONS NO. DESCRIPTION /DATE LY 1 COMMENTS 1/23/04 ESM 2 SEWER ABU, 2/12A4 ESM 3 COMMENTS 5-5-04 4 AS -BUILT 09- 19-0`. ESN 22884 �W �IOMAI Ea IXPIRES 10/19/ ° J n J V T S U npi "- `` GO Ma > Ma d ed w �N ® as Z H 00 JJ O Z IM - � v E a a m = J m 0 = L ,7U 30 N Z m ) 099=� °Ia O U U Nmm E m D 3 3 N 0 u 3 -o m3 IJ U -s 00. Z O Z 2 Q W J LL 0 a U O Z a g W n� n ir W I1 N W 1 Z Z N J D m Q 0 0 z JOB NO.: 1062-0011-003 DWG. NAME: AB Si -01 DESIGNED BY:'i, SJW DRAWN BY: '., CJR CHECKED BY: GSj . -JK DATE: 12//03 DATE OF 10 -21 65 PRINT: SS -^01 3 OF 9 SHE ETS " `✓ SCANNED OCT 2 6 2005 M E. r a 0 0 a � w w I o A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N. RGE. 5 E., W.M., KING COUNTY, WASHINGTON 0 +00 I.E. -4- 45'6.85 MFF =465 PROPOSED 10' 10' PROPOSED I I WATER EASEMENT HORIZONTAL DATUM: SCALE: 1" = 20' :S.S.M.H. #6, TYPE -1 480 SEWER EASEMENT TYP. WASHINGTON COORDINATE SYSTEM -NORTH ZONE W STA. 96 +00.01, 0.00' TYP. I 7g LF VERT. DATUM: 20' 10' 0 20' 40' -j I I ! S= 0.0200 FT /FT 4 .:::e. NAVD 88 W MFF 462 I 5' I r'° MFF 460 BENCHMARK: I ° a 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, ,? I S.S.M.H. #5, TYPE -1 480 �- - MFF =462 BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET MFF =463 � 455.24 LE. --4T ".,5453.46 STA. 11 +12.24, 4.02' LT. 1s' BELOW GRADE, IN A STANDARD MONUMENT CASE. U 54 3 � ( I I LE.- .� ELEVATION = 467.7T. Z Z? I 10' PROPOSED 30 LE.= 452-:2-}452.77 z23- LF ® 26 29 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X' OF �/ Q SEWER EASEMENT I I ��' #07 +5-LF ® 20- LF ® IOWA FIRE HYDRANT AS SHOWN ON MAP, BLOT IS NEAR (n ' 15 I.E.= i / S =D 020 FT /FT CENTER TOP OF HYDRANT. ELEVATION = 470.26'. LIJ Q Z I -& LF 0 456.88 j i / 0 +56 S =0 0200 FT /FT S =&02Q0 FT /FT 1 I ! - -0 14 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, O I 5= 0.0200 67 LF 5' PVC 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF T W 95 00 FT /FT 6 +.5 5 T�4 -- ' " - "' /' r +' PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. s- - _ _ _ 0 +25 ~ - \ , On \ AS -BUILT CERTIFICATION: LLJ Q -� W - - - - - - �-1 Q �� - 1 HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS EVEN v) I -6-LF ® \ 1 ST....., ;- � ,� -_' --�- ` � � 163 LF 8" PVC .� OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT S= 0.0200 FT /FT OF A FIELD SURVEY PE R FORMED B Y ME OR UNDER MY DIR E CT 10 N. .'Ay 7� s Elf ', PROPOS_ ED 10' 1 `- _ THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN y� Q 95 LF 8" PVC ! WATER EASEMENT ! ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY , /� TYP, I - O) PRACTI WE MAK NO OTHER WARRANTY EITHER EXPRESSED Q I MFF -463 E 456.16 / 0 +19I { - % f ! 1pkp0 ',.\ �_" 45 .i \ 0� OR IM ED. 71 -2-2- LF ® 0 +52 GA WIS, .S. N0. 31667 f `�aL LAI70 f EXPIRES 9/13/2009 S =0 -0200 FT/FT I 1 t 4P / \ � DATE: IO'Z!•OS S.S.M.H. #7A, TYPE -1 480 10' PROPOSED I - SEWER EASEMENT CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date _ FOR APPROVAL BY BY BY c I MFF =463 I + 455 64 ':� ✓'a 0 I 0O 480 - - -_ 480 I I 6 "x4" REDUCER I I 10' PROPOSED PER DETAILESHEET 9 (TYP) SERVICE TO LOT 17 Q- A I SEWER EASEMENT TYP. ao PROPOSED ..._. GRADE G_ 5 �...- -- ........_ _ STORM DRAIN CROSSING GRADE z w. 1 +35 LE. 45795 459.22 .I. - T " ACCESS E.-�`.El l r.. LOT 21 V I O LF ® S= 0.0200 FT /FT I MFF =461 MFF =460 N 460 Y',. V { .:. "_ . _ S ._` - - - - - - - - - 460 _ 91 - - -�. 49-1. F. 80 PVC..-- 0 I 2-1 - - -- a II `z MFF -464 I I S.S.M.H. 78 TYPE 1 5 190.4 @ S - 0.0059 FT./FT. RIM = 162.1- 2-462.90 - _- _S.S.M.H.: 6 TYPE 1 - - __ __._. ,/�. -._.. I.E:- - =...- 456-28 -8 °0 W ST .M91 #76, TYPE 5' 480 I RIM E = 455-24 - 860 E2! 8 "0 S, 6 "0 W MH #6 TO MH* 7B 456.21 (NOT CHANNELED STA. 91+89.85, 12.45' RT. 191 LF 8' PVC LE. = 455. -4 TO N, 1. =20' HORIZ. I.E. 455.08 (CTR CHANNEL) - SCALE 1 "=10'VERT. - 440 90 +00 91 ', 440 0 +00 92 +00 061 I . -5caro 7 31 Call 2 Working Days Before You Dig 1- 800 - 424 -5555 UtiGtiea Underground Location Center (ID,VF,ND,OR,WA) REVISIONSi N0. STA. 95 +05.01, 0.00 TY y ` �3. � , j � S,E. 111TH ST I�E� 452.3333 f/)� ESM o COMMENTS 5 -5 -04 r 4 AS -BUILT 09-19-05 ESM � 44Z O O m ` 6 LF ' 11 / E, s 200 Fr/ I / i w. _. �-t .° EXPIRES 10/19/ v i 3 u m MFF =459 _ z � 3 W � W ® ow a u rsa Z w ie ! z W 0_4a °D PROPOSED 10' PRIVATE z m o A m a E = 9U r- /S= 0.0200 FT /FT z ¢�> m m DRAINAGE EASEMENT I.E.= +75 a I 93 ,. ,. m ?L P3 457.33 11 u \o' LF ® 0 +82 LE.= 454. -86- III. m 0 U S= 0.D2.�_FT /FT 455.21 CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date _ FOR APPROVAL BY BY BY c I MFF =463 I + 455 64 ':� ✓'a 0 I 0O 480 - - -_ 480 I I 6 "x4" REDUCER I I 10' PROPOSED PER DETAILESHEET 9 (TYP) SERVICE TO LOT 17 Q- A I SEWER EASEMENT TYP. ao PROPOSED ..._. GRADE G_ 5 �...- -- ........_ _ STORM DRAIN CROSSING GRADE z w. 1 +35 LE. 45795 459.22 .I. - T " ACCESS E.-�`.El l r.. LOT 21 V I O LF ® S= 0.0200 FT /FT I MFF =461 MFF =460 N 460 Y',. V { .:. "_ . _ S ._` - - - - - - - - - 460 _ 91 - - -�. 49-1. F. 80 PVC..-- 0 I 2-1 - - -- a II `z MFF -464 I I S.S.M.H. 78 TYPE 1 5 190.4 @ S - 0.0059 FT./FT. RIM = 162.1- 2-462.90 - _- _S.S.M.H.: 6 TYPE 1 - - __ __._. ,/�. -._.. I.E:- - =...- 456-28 -8 °0 W ST .M91 #76, TYPE 5' 480 I RIM E = 455-24 - 860 E2! 8 "0 S, 6 "0 W MH #6 TO MH* 7B 456.21 (NOT CHANNELED STA. 91+89.85, 12.45' RT. 191 LF 8' PVC LE. = 455. -4 TO N, 1. =20' HORIZ. I.E. 455.08 (CTR CHANNEL) - SCALE 1 "=10'VERT. - 440 90 +00 91 ', 440 0 +00 92 +00 061 I . -5caro 7 31 Call 2 Working Days Before You Dig 1- 800 - 424 -5555 UtiGtiea Underground Location Center (ID,VF,ND,OR,WA) REVISIONSi N0. DESCRIPTION /DATE. BY I COMMENTS 1123/04'. ESM 2 SEWER ADJ. 2/12/01 ESM 3 COMMENTS 5 -5 -04 ESM 4 AS -BUILT 09-19-05 ESM 28884 '�fONAL f EXPIRES 10/19/ v i 3 u m _ U B nQ � 3 W � W ® ow a u rsa Z w ie z W � °D z m o A m a E = 9U y O z ¢�> m U E N /A y a� n 3 ?L P3 11 u s III. Z 0 U z U) 3 J t.� 0 w a U Y Z (rg a L � W 'W'^^ VJ W v) Er Q V' Z m I N 'Q z 0 U U Z Y JOB NO.: 1062 -0011 -003 DWG. NAME: AB-S!02 DESIGNED DESIGNED BY: SJW DRAWN BY: ''. CR CHECKED BY: GSI -JK DATE: 12/ ' -/03 DATE OF PRINT: 10-21-05 SS -02 4 OF 9 SHI Ei5 OCT 2 8 ZO ,N^ V I t�l M 1 LO . -i W o ...� . � ..!ro N a 1 ■ P1AnT \A\ \ / 11 T\ 1111- A\ / / I A T \..! AA III,. ,' l r r ... . . /\ . \& \T\/ \ A/ A A\ O \ o j \ (%) N PROPOSED 10' J � (� G CCIA /CD CA CCAACAIT Ld J ■ ■ D Y Q Q Z d Of a- I- Cl:� U) LLI Q 2i LLJ �W I- Q N a 0 OE >_4z hw IH a U GO y c 0 d 9 4W Q � �Y p i N o yotl 480 IIIQI F 1 460 0 q z 0 rn w I 440 31 3&- LF ® - S= 0.0200 FT /FT I.E.-44q --wnz _ 451.14 C4 C4 W "}' N + N + N 7 I, VERTICAL LOCATION' ON ARE THE RESULT JNDER -- MY DIRECTION K PERFORMED IN w_.__.. STORM DRAINAGE CROSSING > J m w W m I.E. 453.22 I'`I STORM DRAINAGE y E.- 448.95... .._. # e o:. __. __.. ___. __. __. __ .. . ... ........... ..., 58.4 -59- L.F. - 8"o PVC 46.5 -48- L.F. - 8 "¢ PVC X94- L.F. - $'o PVC ® S ';= 0.0074 FT /FT Ce7 S = 0.0092 FT /FT 290.3 ! ® S 0.0094 FT /FT S S M H 4 TYPE 1 RIM 457.66 457.49 -. 1.0' MIN 448.91 - ;8!'4._E, 8 °0 SW. ,. _.__. _._._ __.... _.._. .._ _ _ _ __... ___- SEPERATION I E _ - 448:81 -8 "0 NW S.S.MiH 8 TYPE 1 ___ ___ _(TYP.) _ - I.E. = 448.67 (CTR CHANNEL) 467.41 9A RIM 457.70 I.E. = �448:SZ^-8" 4. S S S M. H. TYPE 1 KEY MAP I.E. - 148 -2-870 N RIM =- 458.89- 459.05 NOT TO SCALE E. - 448.24 (CTR CHANNEL) E - 448.18 8 "S LE. = 44'8:G8; 6'0 N I.E.''.. = 447.81 (CTR CHANNEL) 20 +00 21+00 22 +00 23 +00 PER DEIAIL SHEEI 9 (IYP) !o) !M •. id 24 +00 SCALE: 1" = 20' 20' 10' 0 20' 40' HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM -NORTH ZONE VERT, DATUM: NAVD 88 BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH °X' OF IOWA FIRE HYDRANT AS SHOWN ON MAP, BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER. OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465,16'. L.P. ELEV = 452.31 L.P. STA = 24 +94.63 PVI STA 24 +99.24 480 _PVI _ELEV =_457 20 A.D. = 5.97 - - K = 25.14 . 150 00' VC C N N m w 460 70.5-q4-L.F. - TO PVC 57.2 s = n nn,zP d S = 0.0062 FT /F( - 440 N, 8"0 NE S.S M H 11 Ty 1 ANNEL) RIM 152.06 452.17 I.E. -44 5-- 8 "6 SE I.E 4+5-7 -9'0 SW LE 445:53 (C,TR_CHANNEL) ___ __._.. CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date BY Date BY Date BY uLt � �z -ScarU 5 -315aa .Q, a: -".T- REVISION:' NO. DESCRIPTION /DATI: BY 1 COMMENTS 1/23/04 ESM 2 SEWER ADJ. 2/12614 ESM 3 AS -BUILT 09- 19 -0'; ESM NM, - px ' f Q:• yp� c4.:F� zzBBa qPO FG /STERE� d '� /ONAI Ea` IXPIRES 10/19/1,, d 3 U o v V J Y J S ° V C ICd tl W ® ale z ad 4m 'JJ c7 z W !� od d z� �d _ ■ ad ~ < m E L_ J 3 z a ■m > f,JU. 0 U N N m E m !!m N flc mj W V >s Oa z O f- z Z 2 Q LLI J 4. 0 D_ C? C3 Z a t� Q Ig W Qf T� W Z W V) 0) W� Z Z Q N J_ 5 m I Q Z 0 U 0 z `1 JOB NO.: 1062- 001 -003 DWG. NAME: AS -SS -03 DESIGNED BY: :', SJW DRAWN BY: OR CHECKED BY: G1L -JK DATE: 12j1/03 DATE OF 10 -21 -': )5 PRINT: SS- 0d.i rJ OF 9 SI -eETS SCANNED OCT 8 8!1'005 LO . ...� . ..!ro II AS -BUILT CERTIFICATION: -.. L.P. E ELEV - -! 457.29 - H.P. E ELEV, = 459.87 - 1 1 HEREBY CERTIFY THAT THE HORIZONTAL r H - - H.P. S STA 27 +68.14 O OF THE SANITARY SEWER LINES SHOWN LP._ S STA - 2 20 +45.61 ',. . .._ _ ___. - - -- - - -- -PVI S STA 21 +61;22 .- - --- - -- - - - - OF A FIELD- SURVEYI- PERFORMED BY-ME _ : :PVI S STA - 2 20 +56.80. P PVI E ELEV ':'= 460.66 - T THE ABOVE CERTIFICATE IS BASED UPON 'PVI ELEV 1 456.80 A A.D. _ -6.50 - - A ACCORDANCE WITH GENERALLY ACCEPTED 13 4 ''. P PRAIWE MAKE! NO OTHER WARRANI o- A A.D. 1 5,70 K K -'. 15.38 ' OR D. O 1 100.00' VC O ' 7 75.00'.'VC o+ G GA V I , I.S. : NO. 31667 N ' ',. EXISTING ' ',, N N o '', D V, I o N GRADE o ' DAT � N N N O O> N N m m! o of m m I, VERTICAL LOCATION' ON ARE THE RESULT JNDER -- MY DIRECTION K PERFORMED IN w_.__.. STORM DRAINAGE CROSSING > J m w W m I.E. 453.22 I'`I STORM DRAINAGE y E.- 448.95... .._. # e o:. __. __.. ___. __. __. __ .. . ... ........... ..., 58.4 -59- L.F. - 8"o PVC 46.5 -48- L.F. - 8 "¢ PVC X94- L.F. - $'o PVC ® S ';= 0.0074 FT /FT Ce7 S = 0.0092 FT /FT 290.3 ! ® S 0.0094 FT /FT S S M H 4 TYPE 1 RIM 457.66 457.49 -. 1.0' MIN 448.91 - ;8!'4._E, 8 °0 SW. ,. _.__. _._._ __.... _.._. .._ _ _ _ __... ___- SEPERATION I E _ - 448:81 -8 "0 NW S.S.MiH 8 TYPE 1 ___ ___ _(TYP.) _ - I.E. = 448.67 (CTR CHANNEL) 467.41 9A RIM 457.70 I.E. = �448:SZ^-8" 4. S S S M. H. TYPE 1 KEY MAP I.E. - 148 -2-870 N RIM =- 458.89- 459.05 NOT TO SCALE E. - 448.24 (CTR CHANNEL) E - 448.18 8 "S LE. = 44'8:G8; 6'0 N I.E.''.. = 447.81 (CTR CHANNEL) 20 +00 21+00 22 +00 23 +00 PER DEIAIL SHEEI 9 (IYP) !o) !M •. id 24 +00 SCALE: 1" = 20' 20' 10' 0 20' 40' HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM -NORTH ZONE VERT, DATUM: NAVD 88 BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH °X' OF IOWA FIRE HYDRANT AS SHOWN ON MAP, BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER. OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465,16'. L.P. ELEV = 452.31 L.P. STA = 24 +94.63 PVI STA 24 +99.24 480 _PVI _ELEV =_457 20 A.D. = 5.97 - - K = 25.14 . 150 00' VC C N N m w 460 70.5-q4-L.F. - TO PVC 57.2 s = n nn,zP d S = 0.0062 FT /F( - 440 N, 8"0 NE S.S M H 11 Ty 1 ANNEL) RIM 152.06 452.17 I.E. -44 5-- 8 "6 SE I.E 4+5-7 -9'0 SW LE 445:53 (C,TR_CHANNEL) ___ __._.. CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date BY Date BY Date BY uLt � �z -ScarU 5 -315aa .Q, a: -".T- REVISION:' NO. DESCRIPTION /DATI: BY 1 COMMENTS 1/23/04 ESM 2 SEWER ADJ. 2/12614 ESM 3 AS -BUILT 09- 19 -0'; ESM NM, - px ' f Q:• yp� c4.:F� zzBBa qPO FG /STERE� d '� /ONAI Ea` IXPIRES 10/19/1,, d 3 U o v V J Y J S ° V C ICd tl W ® ale z ad 4m 'JJ c7 z W !� od d z� �d _ ■ ad ~ < m E L_ J 3 z a ■m > f,JU. 0 U N N m E m !!m N flc mj W V >s Oa z O f- z Z 2 Q LLI J 4. 0 D_ C? C3 Z a t� Q Ig W Qf T� W Z W V) 0) W� Z Z Q N J_ 5 m I Q Z 0 U 0 z `1 JOB NO.: 1062- 001 -003 DWG. NAME: AS -SS -03 DESIGNED BY: :', SJW DRAWN BY: OR CHECKED BY: G1L -JK DATE: 12j1/03 DATE OF 10 -21 -': )5 PRINT: SS- 0d.i rJ OF 9 SI -eETS SCANNED OCT 8 8!1'005 20 +00 21+00 22 +00 23 +00 PER DEIAIL SHEEI 9 (IYP) !o) !M •. id 24 +00 SCALE: 1" = 20' 20' 10' 0 20' 40' HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM -NORTH ZONE VERT, DATUM: NAVD 88 BENCHMARK: 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH °X' OF IOWA FIRE HYDRANT AS SHOWN ON MAP, BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER. OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465,16'. L.P. ELEV = 452.31 L.P. STA = 24 +94.63 PVI STA 24 +99.24 480 _PVI _ELEV =_457 20 A.D. = 5.97 - - K = 25.14 . 150 00' VC C N N m w 460 70.5-q4-L.F. - TO PVC 57.2 s = n nn,zP d S = 0.0062 FT /F( - 440 N, 8"0 NE S.S M H 11 Ty 1 ANNEL) RIM 152.06 452.17 I.E. -44 5-- 8 "6 SE I.E 4+5-7 -9'0 SW LE 445:53 (C,TR_CHANNEL) ___ __._.. CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date BY Date BY Date BY uLt � �z -ScarU 5 -315aa .Q, a: -".T- REVISION:' NO. DESCRIPTION /DATI: BY 1 COMMENTS 1/23/04 ESM 2 SEWER ADJ. 2/12614 ESM 3 AS -BUILT 09- 19 -0'; ESM NM, - px ' f Q:• yp� c4.:F� zzBBa qPO FG /STERE� d '� /ONAI Ea` IXPIRES 10/19/1,, d 3 U o v V J Y J S ° V C ICd tl W ® ale z ad 4m 'JJ c7 z W !� od d z� �d _ ■ ad ~ < m E L_ J 3 z a ■m > f,JU. 0 U N N m E m !!m N flc mj W V >s Oa z O f- z Z 2 Q LLI J 4. 0 D_ C? C3 Z a t� Q Ig W Qf T� W Z W V) 0) W� Z Z Q N J_ 5 m I Q Z 0 U 0 z `1 JOB NO.: 1062- 001 -003 DWG. NAME: AS -SS -03 DESIGNED BY: :', SJW DRAWN BY: OR CHECKED BY: G1L -JK DATE: 12j1/03 DATE OF 10 -21 -': )5 PRINT: SS- 0d.i rJ OF 9 SI -eETS SCANNED OCT 8 8!1'005 70.5-q4-L.F. - TO PVC 57.2 s = n nn,zP d S = 0.0062 FT /F( - 440 N, 8"0 NE S.S M H 11 Ty 1 ANNEL) RIM 152.06 452.17 I.E. -44 5-- 8 "6 SE I.E 4+5-7 -9'0 SW LE 445:53 (C,TR_CHANNEL) ___ __._.. CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL Date BY Date BY Date BY uLt � �z -ScarU 5 -315aa .Q, a: -".T- REVISION:' NO. DESCRIPTION /DATI: BY 1 COMMENTS 1/23/04 ESM 2 SEWER ADJ. 2/12614 ESM 3 AS -BUILT 09- 19 -0'; ESM NM, - px ' f Q:• yp� c4.:F� zzBBa qPO FG /STERE� d '� /ONAI Ea` IXPIRES 10/19/1,, d 3 U o v V J Y J S ° V C ICd tl W ® ale z ad 4m 'JJ c7 z W !� od d z� �d _ ■ ad ~ < m E L_ J 3 z a ■m > f,JU. 0 U N N m E m !!m N flc mj W V >s Oa z O f- z Z 2 Q LLI J 4. 0 D_ C? C3 Z a t� Q Ig W Qf T� W Z W V) 0) W� Z Z Q N J_ 5 m I Q Z 0 U 0 z `1 JOB NO.: 1062- 001 -003 DWG. NAME: AS -SS -03 DESIGNED BY: :', SJW DRAWN BY: OR CHECKED BY: G1L -JK DATE: 12j1/03 DATE OF 10 -21 -': )5 PRINT: SS- 0d.i rJ OF 9 SI -eETS SCANNED OCT 8 8!1'005 SCANNED OCT 8 8!1'005 CD 0 V) v) LLJ _j ct: CL z < U) of LLJ< :2 0 CL LLI f_ rk, V) LLI < 3.- Ld 0 V) z V) rZ4 z z E4 ED In A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON w 4 MFF=452 S.S.M.H. #12, TYPE 1 41�1O�� T ISTA. 25+50.56, 5.27TRT. SEE SHEET 5 OF 9 I HEREBY CERTIFY�THAT THE HORIZONTAL AND VERTICAL LOCATION OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RE q OF A: FIELD SURVEY PERFORMED BY ME OR UNDER MY DIR I THE ABOVE CERTIFICATE ISBASED UPON WORK-PERFORMED I ACCORDANCE WITH� GENERALLY ACCEPTED PROFESSIONAL:: SU PRACTICE. MAKE NO OTHER, WARRANTY EITHER EXPRESS 0 [PLI JARY�yt_yq ; :50' 31667- �RES ®R 460 S.S.M.H. #12, RACT "C" RIM 452.64 BY I E =449 .35 I.E. 446.23 Lz/ PVll:ELEV = 459.77 46.13 j.17. COMMENTS 5-5-04 PER DETAIL SHEET 9 (TY�P A.D. —1.17 446.981 ISM MFF=457 K 64,28 w 4 MFF=452 S.S.M.H. #12, TYPE 1 41�1O�� T ISTA. 25+50.56, 5.27TRT. SEE SHEET 5 OF 9 I HEREBY CERTIFY�THAT THE HORIZONTAL AND VERTICAL LOCATION OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RE q OF A: FIELD SURVEY PERFORMED BY ME OR UNDER MY DIR I THE ABOVE CERTIFICATE ISBASED UPON WORK-PERFORMED I ACCORDANCE WITH� GENERALLY ACCEPTED PROFESSIONAL:: SU PRACTICE. MAKE NO OTHER, WARRANTY EITHER EXPRESS 0 [PLI JARY�yt_yq ; :50' 31667- �RES ®R 460 S.S.M.H. #12, � ll� I 147TH PLACE o.r-. 3 2 MFF=460 S.S.M.H. #13, TY 1 480 MFF=460 I.E=447.88 STA. 26+20.04, 4 4' RT. I I.E.=448.79 1 30 LF 0 S-0.0200 FT/FT 29 LF 0 0+00 119 LF 8" PVC )+59 ��00 FT/FT 65 14 LF @ S=0.0200 FT/FT —I.E.=446.51 34- MFF=455 [S.S.M.H. #11, TYPE-1 4801 13 LF @ � —7— §=0-0200-TT FT I.E.=448.95- 3-_33 MFF=456 S.S.M.H. #14 STA. 27+39.87, 5.00' RT. MFF=460 I.E.=449.79 30 LF @ S=0.0200 FT/FT 0+00 F 3 L 0 O+Ooil NO. RIM 452.64 BY I E =449 .35 I.E. 446.23 Lz/ PVll:ELEV = 459.77 46.13 j.17. COMMENTS 5-5-04 PER DETAIL SHEET 9 (TY�P A.D. —1.17 446.981 ISM MFF=457 K 64,28 � ll� I 147TH PLACE o.r-. 3 2 MFF=460 S.S.M.H. #13, TY 1 480 MFF=460 I.E=447.88 STA. 26+20.04, 4 4' RT. I I.E.=448.79 1 30 LF 0 S-0.0200 FT/FT 29 LF 0 0+00 119 LF 8" PVC )+59 ��00 FT/FT 65 14 LF @ S=0.0200 FT/FT —I.E.=446.51 34- MFF=455 [S.S.M.H. #11, TYPE-1 4801 13 LF @ � —7— §=0-0200-TT FT I.E.=448.95- 3-_33 MFF=456 S.S.M.H. #14 STA. 27+39.87, 5.00' RT. MFF=460 I.E.=449.79 30 LF @ S=0.0200 FT/FT 0+00 F 3 L 0 O+Ooil NO. 0 BY I E =449 .35 COMMENTS 1/23/04 6" 4 REDUCE PVll:ELEV = 459.77 4!' TEST TEE COMMENTS 5-5-04 PER DETAIL SHEET 9 (TY�P A.D. —1.17 AS-BUILT 09-19-05 ISM MFF=457 K 64,28 i I LOOL 287;06,LA EXISTING GRADE STORM DRAINAGE CROSSING I.E�=452.49 r F m I w (L INTX STA. 15+11.22, S.E. 111TH STREET = qTA 9R� 1 q R,i 1 47TH P1 IZ F ro 0 SCALE: 1 20' 20' to' 0 20' 40' HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM-NORTH ZONE VERT.DATUM: NAVD 88 BENCHMARK: I KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4!' BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X" OF IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470�26'. 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR AW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL + Date BY < Date �i BY CO Date BY 011:1111rol �l 0-Lif �l REVISIONS NO. PVI STA = - 27+69.88 BY I COMMENTS 1/23/04 PVll:ELEV = 459.77 2 COMMENTS 5-5-04 ESM A.D. —1.17 AS-BUILT 09-19-05 ISM K 64,28 75.00' VC OCT 0 Ul 6 + + U L U, ud 30 > z C F= EXISTING GRADE STORM DRAINAGE CROSSING I.E�=452.49 r F m I w (L INTX STA. 15+11.22, S.E. 111TH STREET = qTA 9R� 1 q R,i 1 47TH P1 IZ F ro 0 SCALE: 1 20' 20' to' 0 20' 40' HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM-NORTH ZONE VERT.DATUM: NAVD 88 BENCHMARK: I KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4!' BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. ELEVATION = 467.77'. 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X" OF IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470�26'. 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR AW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. CHECKED FOR COMPLIANCE RECOMMENDED TO CITY STANDARDS FOR APPROVAL + Date BY < Date �i BY CO Date BY 011:1111rol �l 0-Lif �l REVISIONS NO. DESCRIPTION/DATE BY I COMMENTS 1/23/04 ISM 2 COMMENTS 5-5-04 ESM 3 AS-BUILT 09-19-05 ISM 22 F—ExplREslo/ig/ U L U, ud 30 z C F= 4 d > 0 C) Z o W In E 3: a U z 0 ,6 z o z (L 0 Ld ir 3: LLI w x z im 1 14 :z :z JOB NC.� 1062-001-1)03 i DWG. NAME: AB-SS -04 DESIGNED BY: �Jw WIN A�BY GO CHECKED BY: GSL-JK DATE 12/1/03 DATE OF PRINT: 10-21-0,3 i SS-04 1 6 OF 9 SHE� 7S SCANNED OCT 2 8 (0114 lin rw� S A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON IS.S.M.H. #15 PE-1 4801 - -------- - IS #11.613 TYPE 4811- 75+00 S.S.M.H. E STA. 74+98.23, 35�0' RT. 1 480 5 S�S�.M�Hj+3 3,3� 35 0' RT. 1 0' RT. 76 +30.78, 3 76+00 77+00 --- -------- 78+00 J_ w ------ SR 900 (RENTON- ISSAQUAH ROAD) - - ---- _4 ------- ...... or, (3 - --- ------- -- OF U) [If Ed < 10' PROPOSED 0- SEWER EASEMENT 0 CL 133 LF 8"" PVC Ed V)F- 10' PROPOSED 211 LF 8" PVC 439. If; u: 439. V) LLJ DRAINAGE PROPOSED DEVELOPMENT EASEMENT BY OTHERS Ed 0 V) '10 �S 17, TYPE-1 480 fl S �S�. M �H� +2#1.33, 35.0' RT. 132 LF 8" PVC -7 10 MFF=453, 5 MFF=451 MFF=450 lb V) 13ilF 0 0 TRAr"'ll Q> r I� N It.- 449.72 - J, �O 1 0 1 SCALE: 1 20' S.S.M.H. #10, TYPE-1 4 RT. STA. 24+11.95, 4.97' R 44 Z 439.11 0 X c0* 20' 10' 0 20' 40' /Z/ HORIZONTAL DATUM: C) v �r WASHINGTON COORDINATE SYSTEM-NORTH ZONE X, E4 2 >_4 z VERT.DATUM: H n q , NAVD 88 0 4 BENCHMARK: 4 1. KING COUNTY SURVEY CONTROL POINT #RENT1845, BEING A CONCRETE MONUMENT WITH 3/4!* BRASS PIN, 3__ SET MFF=452 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE. 0 ELEVATION = 467.77'. 4,1 c Y wit / 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH ">�' OF IOWA FIRE HYDRANT AS SHOWN ON MAP, BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470�26% A� 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, SEE SHEET 6 OF 9 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. rAS -BUILT CERTIFICATION: I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS vv 460 S. E. 1 1 OTH CT. 460 P... OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT 4. qF WAS& z OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY PROPOSED < DIRECTION. AIDE GR THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN :z ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY COT 6 PRACTICKE MAKE STORM DRAINAGE CROSSING NO OTHER WARRANTY EITHER EXPRESSED EXISTING II w y° b eon 450 x 4 I.E.=448.17 I OR IMP L 31667 GRADE 50 0 U. Z GAR rs. NOL 31667 0 E IN s 9/13/2007 132,2 LF, Lu DAT 80 Z 440 2E_FT,�/P_T� ... S �_� 0 2 �5 TO Pvc :3 0 < 440 32.5 -EF. W z: 3' MIN. S.S.M.H. 101 TYPE I COVER (TY.P.) @ S = 0..0305 FT.. FT. Q LL 3 :H wz! .33 453.65 S.S.M,:H, TYPF 1 TG. 453 I.E. 445.38 5'0 W. TO SE, 6'0 S T.G. 452-.,9e±- 451.69 S.S.M.H. #16, TYPE 1 CHECKED FOR COMPLIANCE RECOMMENDED a I.E. 4A6-.28- 5'0 N I.E.,= 445.09 (CTR CHANNEL) I.E. 442.00 8'* S 1 5'� MIN. T.G. = 44-3-.99- 446.47 < w 0 430 2 0) L) 430 TO CITY STANDARDS FOR APPROVAL ... ... �PERATION (TYP�) I E A37-80- 8:0i_ I.E. 441.76 (CTR CHANNE11, I.E. 437.73 NE Date BY I.E. 437.72 (CTR CHA NEL) SR 900 (RENTOW ISSAQUAH ROAD) Date BY SCALE: i"� 20' HORIZ. *'=IO'VERT. Date BY 75+00 76+00 ED KEY MAP NOT TO SCALE EXISTING 450 450 GRA E S31- 5224' ------------- - cr -------------- O 0 0 440 U. z 440 > 0 Lu Lu - 79i2 L.F. Z, > F- 211.2 _.F�, TO PVC 419� 0 @ S 0 E 1 TO PVC *-,S- .601F+*�FT. S.S.M.R. 416B. TYPE i r4�44G 446.21 0 W Z @1 S = �OCO)3�17�1/Ff < LE. = 4 LE = -4-315-&2- 430 39 UJ Z I.E. = 436.52 �COTRNCEHANNEQ S.S�M:H . #17. TYPE 1 3' MIN. Call 2 WorkiV Days Before You Dig T.G. ---446-.GG- 445.57 < Lu 0 COVER (TYP.) LE 7 434.4B 8'* SW mulc5l SR 900 (RENTON- ISSAQUAH ROAD) - 1-800-424-5555 I.E. �-+34-.30-8"O N Utilities Underground Location Center 1 „ =10' VERT. 1"=20' HORIZ. I.E. =, 434.01 (CTR CHANNEL) SCALE, 0DMTND,0RWA) o z 77+00 78+00 79+00 scANmED OCT 2 8 REVISIONdS NO. DESCRIPTION/DATE BY I COMMENTS 1/23/04: ESM a COMMENTS 5-5-04 ESN 4&Amt0Rl41=r& Eggh 44 E%PIRES 10/19/ u :ZL U z 0 z w Z go E 0 lu tS. Z 0 u Rol E M* al D 3r. _0 1j, lia Z 0 6 z V) Lj LL_ 0 z W ll� Lu (z L n 0 w Min 13. w W >- VJ Ir Iz 0 : cn Z Im V) z Z) 0 Z JOB NO.: 1062-001-003 DWG. NAME: AB- S:'. -05 DESIGNED ay: siw DRAWN BY: WE CHECKED BY: GSL-JK DATE: 12y': /03 DATE Of 10 -21 (1 7 OF 9 SHEETS M � � 63 LF 8" PVC W/ 24" STEEL CASING SEE SECTION FOR STEEL ENCASEMENT DETAIL, SHEET 9. J L.� o kg IX a O A. w X m0- S D W 4 \ ✓, V)ya O V) Z l J0 26x12' -� JACKING PIT, _ ry L___:= - 1 Z = I m OH E4 sr 4 —O S.S.M.H. #17, TYPE -1 48D W STA. 59 +41 +91, 34.78' LT NN a rn a 'S PROPOSED DEVELOPMENT BY OTHERS �k m c a O o � N _° o �B 460 <� ___. ____ __._ L 450 A PORTION OF THE SE 1/4 SECTION 3, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WASHINGTON INSTALL 65LFf 24" I.D. STEEL CASING BY BORING. JACKING PIT: JACKING AND RECEIVING PIT SPECIFICATIONS: 26' MIN x 12' MIN INSIDE DIMENSIONS WITH BOTTOM OF PIT 18" BELOW CASING INVERT. MIN SPAN INSIDE EXISTING FIBER OPTIC LINES — DEPTH AT THIS LOCATION SHORING BOX OF 22' WITH 9' MIN CLEARANCE FROM , ESTIMATED TO BE GREATER THAN 11'. BOTTOM OF PIT FOR CROSS — MEMBERS. / - PROPOSED DEVELOPMENT I BY OTHERS � � \ NOTE: HORIZONTAL AND VERTICAL LOCATION OF FIBER RECEIVING PIT (IF REQUIRED) „ ". . �\\ OPTIC LINES IS APPROXIMATE. CONTRACTOR SHALL BE 6'x6'xI.E. +187 \ \ RESPONSIBLE FOR LOCATING FIBER OPTIC LINES �" kR 1 PRIOR TO STARTING SEWER CONSTRUCTION. IN THE EVENT \ t A CONFLICT IS DISCOVERED THE OWNER AND THE ENGINEER PROPOSED MANHOLE BY SHALL BE NOTIFIED IMMEDIATELY. �A", , \ _ - OTHERS, TYPE -1 48'4 -g, ; \ , ` S.S.M.H. #18, TYPE -1 484 STA. 62 +67.04, 2.30' LT. ` s STA. 60+02.58, 52.32' LT. CONTRACTOR TO VERIFY 6'x6' RECEIVING PIT SAWCUT EXISTING PAVEMENT LOCATION AND INVERT PRIOR TO CONSTRUCTION. ' (IF REQUIRED) 1 UTILITY POLE TO BE \ k RELOCATED BY OTHERS 58 LF 8" PVC r4232 LF 8" PVC -- - - -- - I 00-+.00 - _ ` j! �m Q.' oUi U _ - __. __._. c E. = 418.14 CTR CHANNEL.. (09- 07 -05) I n CHECKED FOR COMPLIANCE i / TO CRY STANDARDS FOR APPROVAL A � TYPE -1 480,' 4 \ STA. 60 +35.22, 4.21' LT. Date BY Cell 2 Working Days Before You Dig 148TH AVE S.E. 8 „0 PVC: W/ 241 - 1"- 20" HoRlz Date BY Utilities Underground Location Center " SCALE: I =101VERT. /NC`,� ypg6y (ID,MT,ND,OR,WA) 61 +00 62 +00 63+00 64 +00 CL ' UNDERGROUND UTILITY INSTALLATION IN 148TH AVE SE _ L 3 V � SHALL FOLLOW WSDOT /APWA STANDARD SPECIFICATIONS 430 S — 0.0454 f r. /FT.__... UNLESS OTHERWISE STATED IN SECTION 8.03 OF THE W rc� ® SL C 2 _ nm 1993 KING COUNTY ROAD STANDARDS. Q.' oUi U _ - __. __._. c E. = 418.14 CTR CHANNEL.. (09- 07 -05) I n CHECKED FOR COMPLIANCE RECOMMENDED 440 TO CRY STANDARDS FOR APPROVAL ESM 4 Date BY 5 - Date BY Cell 2 Working Days Before You Dig 148TH AVE S.E. 8 „0 PVC: W/ 241 - 1"- 20" HoRlz Date BY Utilities Underground Location Center " SCALE: I =101VERT. /NC`,� ypg6y (ID,MT,ND,OR,WA) 61 +00 62 +00 63+00 64 +00 CL ' CASING J _ L 3 V � Y V J a N� 430 S — 0.0454 f r. /FT.__... 6 3 IL W rc� ® SL C 2 _ nm a z W t � N nm S.S.M.H 17 TYPE i : �<m _J W 0 ,IU U }O N NW3 m •U RIM = 44419 445.57 W N 1, 3 3 �N u 0 3 r3 IJ U 13 3 ,i a E. = 434,48 TO SIN r m I.E. = 434$e TO N Q W I.E. = 434.91 (CTR CHANNEL) 'J 420 0 t1 U Z Q 1' MIN. SEPARATK It1 w 410 W Z O ' > 400”, 0 Z 60 +00 WASHINGTON COORDINATE SYSTEM -NORTH ZONE N VERT. DATUM: n NAVD 88 BENCHMARK: SCALE: 1" = 20' 1. KING COUNTY SURVEY CONTROL POINT #RENT1645, BEING A CONCRETE MONUMENT WITH 3/4" BRASS PIN, SET 1.6' BELOW GRADE, IN A STANDARD MONUMENT CASE, ELEVATION = 467.77'. 20' 10' O 20' 40' 2. TBM #1 SET IN TOP NON MOVEABLE BOLT WITH "X' OF IOWA FIRE HYDRANT AS SHOWN ON MAP. BLOT IS NEAR CENTER TOP OF HYDRANT. ELEVATION = 470.26'. 3. TBM #2 SET 60P NAIL IN NORTH SIDE OF POWER POLE, 1 FOOT ABOVE GROUND SURFACE, NEAR NW CORNER OF PROPERTY AS SHOWN ON MAP. ELEVATION = 465.16'. 450 440 ._._ __. . -_. __.. _ -_ __ -. ____ ..431.11 -_. _. -. _ - ____. _.._. _. __._ _._.. _ - __. __._. I.E. - -436.86- TO NE I.E. - (CTR CHANNEL).. E. = 418.14 CTR CHANNEL.. (09- 07 -05) COMMENTS 1/23/04I. ESM CHECKED FOR COMPLIANCE RECOMMENDED ESM TO CRY STANDARDS FOR APPROVAL ESM 4 Date BY 5 - Date BY Cell 2 Working Days Before You Dig 148TH AVE S.E. 1 -800- 424 -5555 - 1"- 20" HoRlz Date BY Utilities Underground Location Center " SCALE: I =101VERT. /NC`,� ypg6y (ID,MT,ND,OR,WA) 61 +00 62 +00 63+00 64 +00 ' IXPIRES 10/19/ _ af3;lc�. -scam s- 31542.5 �3r s- ,3/32s� REVISIONS: NO. DESCRIPTION/OATi BY 1 COMMENTS 1/23/04I. ESM 2 COMMENTS 5 -5-046 ESM 3 COMMENTS 12 -9 -04: ESM 4 PER O.O.R. 12-13-04 ESM 5 AS -BUILT 09-19-05 ESM ONp • E ,Ni ' /NC`,� ypg6y 22884 �0�'„ cC /STEK4'�Ga� �IUNAL E� ' IXPIRES 10/19/ _ L 3 V � Y V J a N� U V 6 3 IL W rc� ® SL C 2 _ nm a z W t W 2 4 O m N nm �<m _J W 0 ,IU U }O N NW3 m •U O o�« V N�ME E W N 1, 3 3 �N u 0 3 r3 IJ U 13 3 ,i a O r I Z_ z Q W 'J 0 t1 U Z Q W It1 w W 2 W N '_'/^► } VJ LW r � O Q V) Z J_ m I V) z 0 O Z `1 JOB NO.: 1062-001 -003 DWG. NAME: AB -Si -O6 DESIGNED BY: SJW DRAWN BY: CJR CHECKED BY: GSIrJK DATE: 12/1/03 DATE OF PRINT: 10-21-(5 SS -61 00 8 OF 9 SH ETS SCANNED OCT 2E I i 1 � E~ � a o o N 4 a m Pr 6 3 U J Z Q 1' W Q O -� W Q N 1- Q W O p Z Z 0 wz � � �z _H W 3 r l NN a a m c c a .o 5 BE ACCOMPLISHED BY MEANS OF A WYE AND A PORTION OF SE SANITARY SEWER NOTES & SPECIFICATIONS 1/4 OF SEC 3, TWP 23 N, RGE 5 E, W.M., CITY OF RENTON, KING COUNTY, PROPERTY LINE WASHINGTON 4" CLEANOUT WYE WITH 45' BEND AND PLUG. 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICA- Z 54" TIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE 5.5" MIN. _ s' -Q" 60" MH 60" a 6" MIN. WSDOT /APWA STANDARDS AND SPECIFICATIONS. I b �'{ FUTURE w w .pPOe T._ 22884 6" BUILDING SEWER PIPE BUILDING SEWER o 0 IXPIRES t0 /19/ 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO W_ > 'Im 6 W s ¢'$ W ® ec 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF z H @$ 4Im &- - - HOUSE ° � HOUSE a - w Z N PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND '�' 2 "x 4" STUD SERVICE MARKER PAINT UPPER - J a Xa o <r u „ W 03 f:Q Sa 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. TEE WITH 6" SIDE OUTLETI O PORTION WHITE ANS STENCIL ON SIDE N 3 3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUN- 0 c"3 WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. �m 0 iD u U J Z Q 1' W Q O -� W Q N 1- Q W O p Z Z 0 wz � � �z _H W 3 r l NN a a m c c a 11110 Z 0 ALL 90' TURNS SHALL - BE ACCOMPLISHED BY MEANS OF A WYE AND 45' BEND. TWO 45' BENDS a � two 5 "MIN w Z 54" J 5.5" MIN. 24" MIN. of 60" MH 60" a 11110 Z 0 ALL 90' TURNS SHALL - BE ACCOMPLISHED BY MEANS OF A WYE AND 45' BEND. TWO 45' BENDS SHALL NOT BE ACCEPTABLE. 6" MIN. 5 "MIN w Z 54" J 5.5" MIN. 24" MIN. 030I.D. 60" MH 60" a 6" MIN. o) HOUSE a. ICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERI- I w AND #6 WIRE WRAPPED AROUND THE STUD AND -i 3I -0" MIN. CAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON STAN- 6" SIDE SEWER AND BUILDING SEWER EXTENDED TO THE TOP OF THE STUD. _ DARD SPECIFICATIONS. BEND AS REQUIRED 4" SEWER PIPE UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST (gNO MORE THAN 45' BEND). 4" SURFACE d' (TYPICAL) 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS - EVERY 2ND CHANGE IN 4" SEWER PIPE, SEE NOTES 2 AND 3. a R CLEANOUT - WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. DIRECTION R RA CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO 0 GRADE WILL 4Y1'E 4" TEST TEE WITH MINIMUM LINE SIZE FOR OTHER THAN AVOID DAMAGE OR DISTURBANCE. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl REQUIRE A SURFACE PLUG FACE UP SINGLE FAMILY 1S 6" 60" ALLOWABLE MAX. CLEANOUT WYE. PIPE SEWER MAINS ARE TO BE CORE DRILLED 4" CLEANOUT (TYPICAL) 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO FOR CAST IRON PIPE I PROPERTY LINE WYE WITH PLUG PROPERTY LINE STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEC- OR DUCTILE IRON PIPE. URE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE J� `o L- `a `O `O 1:3:5 MIX p<`'> i \,�O G 6' MIN. o co 6 "x 4" REDUCER o ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CON- 3t �N z z z z TRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF CONCRETE �P+ 25 �NG�000� N Z N (TYPICAL) Z col BONTRA TO ALL CONSTRUCTION. V,�N i ppP�"OgE ' -w MAIN SEWER LINE 57< I .. w w ��' 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CON- GOB 27 MIN SLOPE -L STRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. HORIZONTAL TYPICAL BUILDING SEWER INSTALLATION PLAN 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY 6" SIDE OUTLET TEE OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. SEWER MAIN SEWER MAIN 6" MW, z IF THE BUILDING SEWER SERVES ANY FIXTURE 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRE- CONCRETE BLOCKING ANGLE z < HAVING FLOOD LEVEL RIMS LOCATED BELOW THE CEDENCE OVER ALL OTHER PLANS, OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ° ELEVATION OF THE NEXT UPSTREAM MANHOLE "COVER ca OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION ELEVATION o o DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2 -84. IS IN PROGRESS. NOTE: 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY 03 THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, Z - 4" SOIL PIPE 4" CALDER COUPLING a - o PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. z o' OR EQUAL TO FIT o: 1 4" CALDER COUPLING SIDE SEWER CONNECTION I OR EQUAL TO FIT 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A ° SURFACE CLEANOUT LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING w in ? SURFACE CLEANOUT EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EX- NOT TO SCALE m 4 "x 4'x4" WYE ° 26 -3/8" -I 4 "x 4"x4" WYE TEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE 4 PIPING m TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 25 -1/4'" PLAN 4" PIPING 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES OF EXISTING TRAVELED ROADWAY SHALL 24„ BUILDING DRAIN 4 "x 4 "x 4" TEST TEE FOR 5/8 " -11 N.C. x 1 -1/4' t" FOR LOW HOUSE BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE A r ° w FACE UP AND PLUGGED S.S. SOO. HD. CAP SCREW (3 REQ'D.) i m EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMP- 8 1O� 4" NIPPLE ORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTI N. A 1/2" TYP. TYP. NON -SKID PATTERN I w o" PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY poop NOTES: Jw rn ! -6 "x 4" REDUCER OF RENTON CURRENT STANDARDS. A p°0 }o B _?I 1-1/4" I = 0 6" COUPLING TO FIT p -060 L 1. Prior to installation of a sanitary sewer connection, F I- z END 6" PIPE 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 1 -7/8" TYP. 23 -1/4" 3/4" a side -sewer permit must be purchased from the City of o: o Renton Public Works Department. w I z REMOVE 2 "x4" STUD AND CAP OR PLUG 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE 0� m ON END OR EXISTING 6" SEWER PIPE. 2. Types of e and fittings that can be used for sanitary -1 4° m o SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE 33 / sewers shall be approved by the Department of Public Works. a I AND INSTALL BUILDING SEWER COUPLINGS, COMPLETION OF CONSTRUCTION. 2" RAISED LETTERS AS Rubber or neoprene gaskets as specified by the manufacturer, <o REDUCER, TEES, AND BENDS AS REQUIRED. REO'D. SEE NOTE No.3 BELOW SECTION A -A shall be used on joints. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN UNDERSIDE SHOWN FOR CLARITY 3. A minimum grade of 29 (1/4" per foot) must be PROPERTY LINE ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD maintained with 4" pipe. In the event a 27 grade w -- -SEE SIDE SEWER DETAIL SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY 3/4" CORE (TYP.) ON 23" B.C. cannot be maintained. The owner must grant a Z LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL DRILL AND TAP 5/8 " -11 N.C. 1 -1 2" CORE TYP. LOCKING rode release to the City and then can install o=� 6" PIPING TO 6' -0" / ( ) (LOCKING) e at a grade of L > w BEYOND PROPERTY LINE AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO ON 23" B.C.(TYP. 3 PL.) 5/8" 3/5" 1 -3/8" $" PP g z� u' SIDE OUTLET TEE THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UN- FRAME LOCKING) COVER (LOCKING). 2" 4, For inspection of side sewer, call 24 hours a w w in advance, 277 -5570. Site must be read for ins ection d o SEE NOTE 6 SEWER MAIN YIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. T _ y P NOTES. and representative on site when inspector o m 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE PVC RUBBER GASKETED ASTM i" SEAT - - arrives at appointed time. Side sewer and stub a PLAN ( ) 1. ALL COVERS SHALL BE LOCKING LID PER OLYMPIC FOUNDRY -11-2-1/2" shall be tested per City specifications. BUILDING SEWER D 3034, SDR 35, OR DUCTILE IRON CLASS 50. No. MH 30 D/T OR EQUAL. Make the connection at the house. Do not backfll INSTALLATION 2. USE FRAME AND COVER FOR STORM SPECIFY 'DRAIN" ON COVER), 25" the ditch until approval is given by the inspector. 17. IN UNIMPROVED AREAS, MANHOLES TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH SANITARY SPECIFY "SEWER"), OR WATER SPECIFY "WATER"). ) Final approval will be granted after the existing () ( ) ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO SECTION B -B septic tank has been pumped out and filled with sand. MATCH PAVING. 5. Install side sewer with 2' minimum cover. 18" cover is allowed at the house if outlet is shallow 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" /2" RAISE-1/2" WIDE BORDER PE MATERIAL AS SPECIFIEI Y THE ENGINEER CAST IRON RING AND COVER I� NOTE: IN UNIMPROVED AREAS POUR V -0" THICK L 2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 6" OR 8" CLEAN- OUT NOT TO SCALE CONCRETE CLASS 3000 3/4" PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. MORTAR FILLET MANHOLE FRAME AND COVER NOT TO SCALE MANHOLE FRAME AND COVER SEE DRAWING BR29 NOTES: ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29. IN ACCORDANCE WITH ASTM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. STEPS - 314" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED EQUAL; OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. .ITARY SEWER MANHOLE (TYPICAL) NOT TO SCALE AS -BUILT CERTIFICATION: I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTIC WE MAKE 0 OTHER WARRANTY EITHER EXPRESSED OR IM D. ��,, G Y S S, L.S.LNO 31667 L DATE: /0 -4/_13S 6. If side sewer stub is not available. The owner shall be responsible for its installation. The side sewer shall be a minimum of 6" in size. If tee is not available, the main sewer line must be tapped thru a cast iron saddle. All work within street right -of -way shall be done by a licensed and bonded contractor. 7. All work shall be accomplished in accordance with the Washington Industrial Safety and Health Act. (WISHA) 8, All trench restoration for side sewers in the public right -of -way shall conform to the most current trench restoration requirements as shown on dwg. #HR -23. 9. All building sewer and side sewers shall have bedding in accordance with drawing BW18C or BR09 as applicable. 10. There shall be a minimum 10 foot horizontal seperation between sanitary side sewers and water services and a minimum 5 foot horizontal seperation between sanitary side sewers and gU other utilities. STEEL 24" CASING SIDE SEWER INSTALLATION PLAN NOT TO SCALE CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date PIPE CASING SEAL CASING SPACER 1/2" CLEARANCE -I BETWEEN STEEL CASING AND END OF BELL OF D.I. PIPE FOR APPROVAL BY BY BY Call 2 Working Daya Before You Dig 1- 800 - 424 -5555 Utilities Underground Location Center (ID,Mr,ND,OR,WA) NOTES: G'2I'OS *;CASING BE FILLED CASING SIZE AND MINIMUM DIAMETER OF CASING SHALL BE AS SHOWN ON THE DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ,��OF ASyt SELECTING THE THICKNESS CONSISTENT WITH THEIR OPERATION. F� CASING SEAL °j PIPE L 24" DIAMETER MINIMUM 3/16" THICK, SHEEP TYPE SYNTHETIC RUBBER WITH STAINLESS NG STEEL BANDS. 31667 REGJSTEF ') SPACER - DEPTH PER APPLICABLE CPY /STATE REQUIREMENTS �oNAL LACP E%PIRES 9 /13/2007 SECTION FOR STEEL ENCASEMENT NOT TO SCALE aR: R,- -5aaf0 s- 3iSaa(=, REVISIONS 'A' 1 'B' 'C' 'D' 1 48" MH 48" 6" MIN. 5 "MIN 24" MIN. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 030I.D. 60" MH 60" 8" MIN, 6" MIN. 42" MIN. .ITARY SEWER MANHOLE (TYPICAL) NOT TO SCALE AS -BUILT CERTIFICATION: I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATIONS OF THE SANITARY SEWER LINES SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE CERTIFICATE IS BASED UPON WORK PERFORMED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTIC WE MAKE 0 OTHER WARRANTY EITHER EXPRESSED OR IM D. ��,, G Y S S, L.S.LNO 31667 L DATE: /0 -4/_13S 6. If side sewer stub is not available. The owner shall be responsible for its installation. The side sewer shall be a minimum of 6" in size. If tee is not available, the main sewer line must be tapped thru a cast iron saddle. All work within street right -of -way shall be done by a licensed and bonded contractor. 7. All work shall be accomplished in accordance with the Washington Industrial Safety and Health Act. (WISHA) 8, All trench restoration for side sewers in the public right -of -way shall conform to the most current trench restoration requirements as shown on dwg. #HR -23. 9. All building sewer and side sewers shall have bedding in accordance with drawing BW18C or BR09 as applicable. 10. There shall be a minimum 10 foot horizontal seperation between sanitary side sewers and water services and a minimum 5 foot horizontal seperation between sanitary side sewers and gU other utilities. STEEL 24" CASING SIDE SEWER INSTALLATION PLAN NOT TO SCALE CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date PIPE CASING SEAL CASING SPACER 1/2" CLEARANCE -I BETWEEN STEEL CASING AND END OF BELL OF D.I. PIPE FOR APPROVAL BY BY BY Call 2 Working Daya Before You Dig 1- 800 - 424 -5555 Utilities Underground Location Center (ID,Mr,ND,OR,WA) NOTES: G'2I'OS *;CASING BE FILLED CASING SIZE AND MINIMUM DIAMETER OF CASING SHALL BE AS SHOWN ON THE DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ,��OF ASyt SELECTING THE THICKNESS CONSISTENT WITH THEIR OPERATION. F� CASING SEAL °j PIPE L 24" DIAMETER MINIMUM 3/16" THICK, SHEEP TYPE SYNTHETIC RUBBER WITH STAINLESS NG STEEL BANDS. 31667 REGJSTEF ') SPACER - DEPTH PER APPLICABLE CPY /STATE REQUIREMENTS �oNAL LACP E%PIRES 9 /13/2007 SECTION FOR STEEL ENCASEMENT NOT TO SCALE aR: R,- -5aaf0 s- 3iSaa(=, REVISIONS NO, DESCRIPTION /OATEIO BY 1 COMMENTS 1/123/04 Me! 2 COMMENTS 5 -5 -04 ESM N� E e-E °` war " Ai �NCiST .pPOe T._ 22884 .G; STEf;.•F,�Y IXPIRES t0 /19/ J W_ > 'Im 6 W s ¢'$ W ® ec z H @$ 4Im O Z - w Z N m 2E E - J a Xa o <r u „ W 03 f:Q Sa @@ O.m. E •U v',... O N 3 3 0 c"3 talo �m 0 iD u Z O Z Z 2 +3 I'J U W Q .y!r,Z A IL li %Q O I;n( 2 (n WZ Z L 1 J ^ U/ O Q I� Z Q I� Z D O r6.0 Z Y JOB NO.: 1062 - 001 - :003 DWG. NAME: AS -D1 -01 DESIGNED BY: SJW DRAWN BY: WR CHECKED BY: GSL -JK DATE: 12/1/03 DATE OF PRINT, 10 -21 QI DT-01: 9 OF 9 SHPTS SCANNED OCT E 8