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HomeMy WebLinkAboutzS-3019Set�j o way 1 cn o Jz _J Q U) J Z hj In W z Z Ld Ld W Of Q ao v o oN E-+ Q �I W Ld H o o' o a� - m y � E j r f' C Up O p> aw I _ J =s a a a a a a c x Q z O lo N w mi i� a� �a 0 as o wa LL� �)G ._... �� • `�1 DATED MAY 24, 2001 ; � �� � ' ���� %�� • � - : ,i�� !� (SUBMITTAL REQUIREMENT #23) w o ° TELEPHONE: QWEST COMMUNICATIONS III TALASAEAS' REPORT DATED MAY 10, 2001 � 701 FIFTH AVENUE 70TH FLOOR, COLUMBIA CENTER AND FEB. 20, 2002- TRAFFIC STUDY: TRAFFIC IMPACT ANALYSIS AND SOUTH OF N.E. 8TH STREET (CITY OF RENTON)- SEATTLE, WA 98104 (SUBMITTAL REQUIREMENT #25) PREPARED s 301901 PHONE NO: 206- 587 -0700 BY TRANSPORTATION PLANNING ENGINEERING NAD 83/91 PER CITY OF RENTON DATED MAY 22, 2001- ZONING: R -5 FLANNING, ENGINEERING 81 SURVEYING: CONTROL POINTS 1845 & 1852 2oxy °'1.�y BELLEVUE, WA 98004 -2952 HUGH G. GOLDSMITH B ASSOCIATES, INC. DRAINAGE: DRAINAGE CONTROL PLAN LEGEND: 1215 114TH AVENUE S.E. BELLEVUE, WA 98004 (SUBMITTAL REQUIREMENT #18 a #I9) PREPARED BY HUGH G. GOLDSMITH & ASSOCIATES, INC. ACREAGE (NET): 27.96 ACRES PHONE NO.: 425 - 462 -1080 DATED MAY 22, 2001 AND DRAINAGE REPORT 0 I= w ® SANITARY SEWER MANHOLE GEOTECHNICAL CONSULTANT: DATED MAY, 2001 T.I.R. DATED MARCH, 2002- - SANITARY SEWER FLOW z WETLAND/ LANDSCAPE CONSULTANT: DENSITY: 4.43 D.U. /NET ACRE CONTROL o r 4. TALASAEA CONSULTANTS 15020 BEAR CREEK ROAD N.E. MINIMUM LOT SIZE: 7,200 SQ. FT. (AVERAGE LOT AREA 8,122 SO- PROPOSED USE: SINGLE FAMILY RESIDENTIAL (DETACHED) FT-) ALL DUCTILE IRON (D.I.) PIPE TO BE °SEWPERCOAT °, MASTER BM: FOUND 3�� BRASS SURFACE �y d a 0 4° � WOODINVILLE, VGA 5-8072 CITY OF RENTON CLASS 52 ASTM 746, TYTON JOINT (GRIFFIN PIPE PRODUCTS MONUMENT AT INTERSECTION OF N.E. c PHONE NO.: 425 - 861 -7550 CRITICAL AREAS: RECOMMENDED CO.) OR EQUAL. (C900 PVC CLASS 100 4TH STREET (S.E. 128TH STREET) AND AERIAL MAPPING CONSULTANT: 63.567 S.F. FOR APPROVAL PIPE MAY BE USED AS ALTERNATE.) 148TH AVENUE S.E. CITY OF RENTON CONTROL POINT 1852 SHEET DEGROSS AERIAL MAPPING, INC. BY DATE: Ron BEDDING PER CITY OF RENTON STANDARD 0 p _ CJ 733 7TH AVENUE STREETS: �2 Sa-- B DATE: Z ALL POLYVINYL CHLORIDE (PVC) PIPE TO roe No.: 99095 -I KIRKLAND. WA 98033 55 BY DATE: BE SDR -35 OR ASTM D -3040, RUBBER �k ADDITIONAL SURVEY CONTROL NOTES PHONE NO.: 425 - 828 -4448 GASKETED OR EQUAL. (SEE SHEET 8 -15) LOCATED ON SHEET 2 -1. [� I ( NOTE # 16) no-.0.00.0 IN e �� t �� ;gin /+�yi���� �m' • L„�' 1� _ • 1111 i11 i "'� ±ii dlr�■ � ?�'II. ` %ice • �' '•� ` � .. -1 VICINITY MAP I'= 4000' I- �> a z W :.•F �K 1 1 7 _- - - - -- - - - ,1 - -- -- TP ' ° I I J 1F o s ch l 6 1- 11 Z I a z � BOSABf4 AV�NE -- • - w _ � I < O _ -- -- j 0 I REFERENCE ADDITIONAL DOCUMENTS: OWNER /DEVELOPER: UTILITIES /PURVEYORS: o WILSHIRE INVESTMENTS L.L.C. GEOTECHNICAL- GEOENGINEERS REPORT SEWAGE DISPOSAL: CITY OF RENTON SHEET INDEX 2 --° 1285-140TH PLACE N.E. (SUBMITTAL REQUIREMENT #21 8 #22) WATER SUPPLY: KING COUNTY WATER DISTRICT #90 d F BELLEVUE, WA 98007 PHONE NO.: 425 -401 -6463 DATED MAY 24, 2001 FIRE DISTRICT: KING COUNTY FIRE DISTRICT #25 SCHOOL DISTRICT: ISSAQUAH WETLANDS: (SENSITIVE AREAS /MITIGATION) 8410 154TH AVENUE N.E. REDMOND, WA 98052 425 -861 -6000 POWER /GAS: PUGET SOUND ENERGY LEGAL COUNSEL: (SUBMITTAL REQUIREMENT #23) w o ° TELEPHONE: QWEST COMMUNICATIONS CAIRNCROSS 8 HEMPELMANN, P -S. TALASAEAS' REPORT DATED MAY 10, 2001 701 FIFTH AVENUE 70TH FLOOR, COLUMBIA CENTER AND FEB. 20, 2002- TRAFFIC STUDY: TRAFFIC IMPACT ANALYSIS AND SOUTH OF N.E. 8TH STREET (CITY OF RENTON)- SEATTLE, WA 98104 (SUBMITTAL REQUIREMENT #25) PREPARED s 301901 PHONE NO: 206- 587 -0700 BY TRANSPORTATION PLANNING ENGINEERING NAD 83/91 PER CITY OF RENTON DATED MAY 22, 2001- ZONING: R -5 FLANNING, ENGINEERING 81 SURVEYING: CONTROL POINTS 1845 & 1852 2oxy °'1.�y BELLEVUE, WA 98004 -2952 HUGH G. GOLDSMITH B ASSOCIATES, INC. DRAINAGE: DRAINAGE CONTROL PLAN LEGEND: 1215 114TH AVENUE S.E. BELLEVUE, WA 98004 (SUBMITTAL REQUIREMENT #18 a #I9) PREPARED BY HUGH G. GOLDSMITH & ASSOCIATES, INC. ACREAGE (NET): 27.96 ACRES PHONE NO.: 425 - 462 -1080 DATED MAY 22, 2001 AND DRAINAGE REPORT 0 I= w ® SANITARY SEWER MANHOLE GEOTECHNICAL CONSULTANT: DATED MAY, 2001 T.I.R. DATED MARCH, 2002- - SANITARY SEWER FLOW c w ? c w 0� �e-A �wa:m 2K o q �r qox^ �W of rd � GEOENGINEERS, INC. a w a H 8410 154TH AVENUE N.E. REDMOND, WA 98052 425 -861 -6000 GENERAL NOTES: LOCATION: GENERALLY EAST OF ROSARIO AVENUE N.E. (CITY OF RENTON): SANITARY SEWER MAIN W/ SIDE SEWER EXTENTIONS. w o ° PHONE NO.: WEST OF 155TH AVENUE S.E. (KING COUNTY): NORTH OF N.E. 4TH STREET (CITY OF RENTON); 3g w TRANSPORTATION CONSULTANTS: AND SOUTH OF N.E. 8TH STREET (CITY OF RENTON)- HORIZONTAL DATUM* TRANSPORTATION PLANNING 8 ENGINEERING, INC. 2223 112TH AVENUE N.E. SEC.- TWP -RNG: II -23 -5 NAD 83/91 PER CITY OF RENTON SUITE 101 ZONING: R -5 CONTROL POINTS 1845 & 1852 2oxy °'1.�y BELLEVUE, WA 98004 -2952 ACREAGE (GROSS): 36.73 ACRES = (1,599,796 S.F.) O PHONE NO.: 425 - 455 -5320 ACREAGE (NET): 27.96 ACRES VERTICAL DATUM NAVD 1988 PER CITY OF RENTON 0 I= w NUMBER OF LOTS: 124 POINT 1852 z WETLAND/ LANDSCAPE CONSULTANT: DENSITY: 4.43 D.U. /NET ACRE CONTROL o r 4. TALASAEA CONSULTANTS 15020 BEAR CREEK ROAD N.E. MINIMUM LOT SIZE: 7,200 SQ. FT. (AVERAGE LOT AREA 8,122 SO- PROPOSED USE: SINGLE FAMILY RESIDENTIAL (DETACHED) FT-) ALL DUCTILE IRON (D.I.) PIPE TO BE °SEWPERCOAT °, MASTER BM: FOUND 3�� BRASS SURFACE �y d a 0 4° � WOODINVILLE, VGA 5-8072 CITY OF RENTON CLASS 52 ASTM 746, TYTON JOINT (GRIFFIN PIPE PRODUCTS MONUMENT AT INTERSECTION OF N.E. c PHONE NO.: 425 - 861 -7550 CRITICAL AREAS: RECOMMENDED CO.) OR EQUAL. (C900 PVC CLASS 100 4TH STREET (S.E. 128TH STREET) AND AERIAL MAPPING CONSULTANT: 63.567 S.F. FOR APPROVAL PIPE MAY BE USED AS ALTERNATE.) 148TH AVENUE S.E. CITY OF RENTON CONTROL POINT 1852 SHEET DEGROSS AERIAL MAPPING, INC. BY DATE: BEDDING PER CITY OF RENTON STANDARD ELEVATION = 454.77 NAVD 1988. p _ CJ 733 7TH AVENUE STREETS: �2 Sa-- B DATE: Z ALL POLYVINYL CHLORIDE (PVC) PIPE TO roe No.: 99095 -I KIRKLAND. WA 98033 PUBLIC R.O.W. = 318,097 S.F. BY DATE: BE SDR -35 OR ASTM D -3040, RUBBER �k ADDITIONAL SURVEY CONTROL NOTES PHONE NO.: 425 - 828 -4448 GASKETED OR EQUAL. (SEE SHEET 8 -15) LOCATED ON SHEET 2 -1. [� I ( NOTE # 16) 177 FR n 71.11' SCANNED SEP 13 20OZ a R' r �� �.. C � � x�r '' ® _ ®_ 0 ir, a '� �r.� � - � � � y �� aVnnntu a[r 1 J tout 3 POPTION OF THE E. 1/2 OF SEC. II TWP. 23, R 5 E., W-M. _— — -_ 17 r 25 24 523 -0? 23 18 V �.. z4.0 16 11 A LEGEND ,I SSMH #15 (57r -, � SSMH 4 �� SSMH \ TYPE s / �� �' \, `SS HJ]4 / 524 I �4� TYPE AND SIZE SANITARY SEWER MANHOLE SANITARY SEWER FLOW i - sze FINISHED GRADE CONTOUR 22 19 I5 908 EXIST. GROUND CONTOUR ' 26 X624 0) _ / �� ROCKERY (HEIGHT IN FEET) so �I _� - - - -- — 24 0 GABION WALL o TRACT uCu �x j ��_�� z s SIDE SEWER LOCATION U I I [ W W i _- STATION W \� AT ION FROM DOWNSTREAM Z MH 14 13 \ I E 520.5 INVERT AT END OF STUB(MIN. 21 20 m i ��� V 6 FEET BELOW PAD ELEV.) o - o 27 0 / i i 2 25 -0 I o f r / -ice d I m 5 4.0) -- — —) STORM DRAIN B \,. \\ P1' i SHADOW AVE. NE 523.0` PAD ELEVATION (SEE SHT. 8 -2) (D x -- — - - - - -- - -- - -- - - - - -- - -- -- — - -- — -- - -- -- o _ SSMH¢7 3 +65.18 (6 R) —,, z 5" ys I 1 n� 1 0�00 00 Z 6 S 7,9s s2._ 26 - - N — 5 SSMH 7 12 +53 (5'LT) \' iv o s2 0. 00.00, a W W 2s TYPE 3-48' .' v —(• - --- f - -fin - - ---- \ io" D.I. io 10' D-1. 0. 0 80 w o NOTE: IF :SANITARY: SE STL BBED T PHASE BOUNDARY -ADD _ERNS: CLEA OUT PS SHOWN ON SHEET 8 -14. ® e - � PORTION OF THE E. 1/2 OF SEC. II TWP. 23, R 5 E., W.M. SSM T YP E A01 to. ND S I ZE SANITARY SEWER MANHOLE I SANITARY SEWER FLOW N ¢ NE 6TH ST. 32 - -- - - z. m (SEE SHT. 8 -6) I� a I I 526 FINISHED GRADE CONTOUR L m 7 20 19 18 EXIST. GROUND CONTOUR 28 1 '✓ - w w 25 -, 52 o; o'' 27� 26 �� �� -� � ROCKERY (HEIGHT IN FEET) 3 az, ( GABION WALL ' _ ) 1 +11 -64 LF 1 +44 -60 LF LF 1 40 -62 LF I - I SIDE SEWER LOCATION o o IE 517.0 I/ - - IE 516.0 _ IE 517.0 -- IE 519.0 LF - - .i` +5� L , i IE 518.0 8.0 o ro _ STATION FROM DOWNSTREAM t ( - L.F. . 1 +86 r o I.E. 520.5 INVERT AT END OF STUB(MIN. - - -. 29 �/ 33 _ ,x' �� 6 F ET BELOW PAD ELEV.) ) "� e; OE W V. I SSMH 15 ( Sri' ° -N SSMH° I v STORM DRAIN 0 I ' 4 (TYPE 2- 46' Q TYPE 2 -48" Q LL 24 { _ 17 I 5230 PAD ELEVATION w 1 Y 1 +50 -30 LF I W '`) e 1 +50 -30 LF 524.0) W r s" D.I. - 523 0 ! 8 D.L - �/ X I o° _ _ % I IE 517.0 O, ( Z SSMH 5 ? - - �' ! IE 518.0 U Y SSMH TYPE 3 4 aro i _ / 1 I- TYPE 3 -48 °.' 1 - t /! I. I W o 3 I - -_ N I N 30 s \ 1.50 -3 LF N = 34 NE 5TH\CIR. / �E5 118308 LF as NE 5 CT ) 1 +06- LF 1 +16 -55 LF LL -� W OH6 -5 - IE 517.5 G I ''06 -53 LF 18.0 / I O W w a W I /^ t IE 519.0 j a E 518.0 Z Zm J ( a 1 �m % I a a LLI z E ' ��' �� 22 2 �— — ? �� 14 15 16 0 a� _ (524.0, 230 W (.,25 31 j 3v, s23_� v 35 ? 0W Sz4 -o 524.0 0 z oW I a� I - -9 -- Q U r Ld �n PH §E 2 16 +49.69 a 6 J= Z Q t I' I J L r P �sE1 0- ra I �I zo 80 Lo J i _ z w w 36 11 0 40 120 W z C0 'I. SCALE: 1" = 40' w (A 01 z )_ ir Z Ld - — Ld - s RECOMMENDED:::::::: MEN ... - _ ..... ... -- _ U .i a = I. -- - - - - -- FOR LLj .00 .. 50'VC- -_ -- ..._.... -.. .. ... — IL - � __ 8Y. z ^ BY DA. - ALL DUCTILE IRON (D.I.) PIPE TO BE 3 a Is z pa - . - - - - : - . - - - - - - - - : - - - ... - om _ - - - - - .. . p... :::: - :::: :: CLASS 52 "SEWPERCOAT ", ASTM 746, Q ... ....... ,.1- ..........In.. ... -. .:. ............ ..i.. ..... - ..-- - -.. -.... - - -- -.. .. (o - ...... ! .... .. gY...1 ..DATE.- ... U) W z p n o v w la TYTON JOINT (GRIFFIN PIPE PRODUCTS z -! F j ... z W az o ° up ° u mw m _ n v �: w::: CO-) OR EQUAL (C900 PVC CLASS IOC Nw o + w > �°° �... I PIPE MAY BE USED AS ALTERNATE.) U- o N a o u N n 530. oa N... + mnt J .. I ...::530 > o _� +_ mm_ m N - - - - - - - - m o o vv 'r . "�.:._ ..� - -! :....... BEDDING PER CITY OF RENTON STANDARD E. o 0 3 - . a: NN. n u :m �o ° > N ALL POLYVINYL CHLORIDE (PVC) PIPE TO H s p. rnN O - .N. - - ------- - - - - -- .. -- - - -- -- �� > - - -�-0 -ri f' ri -- °o > d W =..:: N - a w.....> .:.: " > ? : °:� ..... ....... j BE SDR -35 OR ASTM D -3040. RUBBER c� ... ... - ....... > .a- 4 > w w ... o. ro - : :.. - .... . . .... .... . .... : :............ . .. w= � �.... a a_:. 4 . .r.... . a...I -w :::::: : :::: : :: .:. . -:::: . y�arb a ::::::: ( GASKETED OR EQUAL. IS : . ...° -a W 5 525 - - 2.00% - - :. a a w w.F . . J - . - - - 1 1 :: 525. ( .:::::. : ( NOTE # 16) _ -... - - - ono °m .. - HORIZONTAL DATUM* - -- ! : :' w= Z Z.p - - - . ...... ....... . `-- _ _ ... ; 1:50 %..;.. - ; I I . — .... . .. -' - - -- . —. . .... O .. ... - -..... - -.. . .. OF EXISTING UTILITIES IS _ ! CONTROL POINTS 1845 & 1852 . + j ... ... ... ` CC.. ,. N C_ 5'T' - - - -- A �� - - - -_ 5 520::: :....... R .. - ACCURATE OR ALL INCLUSIVE o o -- - - - _ _ 1 - -- - - -- - - - -- . + - ._. _ - -._ -- - - - - -_- - - 1 :::::: T ::: TO FIELD VERIFY LOCATION OF y y y -- -- - ... I _ -:_ 1 MANHOLES3.4. #5 AND .6.. ....... . .... W - - -- 1 I I I 4 i WITH CONSTRUCTION � tin I' 1 ..... .: . :.... . ....:...... . .. 1 :: 515. :: 5 1 , 4TH STREET (S-E. 128TH STREET) AND 515 .......: - - - . N - 5 c6 .en - - - - -- : - - - -- - -- - - -- - — — -. B -- ! BEFORE r r� -- I , , . D - -- 8 5 p 77 I D UTILITIES Fi o N - 510 - - I V: - m. 5 . . . . --- - - - - �rn.n�'In.II....... . JOB NO.: 0-I - - - - -- -- - -- - - - - - v v O+ : 0 p ! . 60 0 480: 0 ±1D0 0 +8:0 1 ±60:::: ... .. ... , ,.... - - � .. .. -. . . . ... ....... : :. .. .. . . ..... ... - - -: . .... ........... .... v .. ! ! .. I I .. -.... ! ..... F� vm o �Siv m �wc:w FRre ig. ;. i°5 m. roaNO KEY MAP I = 800 y�arb a tax -... - - - ono °m .. - HORIZONTAL DATUM* ! : :' w= Z Z.p - - - 83/91 PER CITY OF RENTON ... to ~ml.n�mn_� I .— ... . LL NOTE: CONTRACTOR SHALL INSTA .. - - - - wx Y�Ir�Z= r zo a CONTROL POINTS 1845 & 1852 j ... CC.. ,. N C_ 5'T' I -7.-.. C O.U'� T... APPROVEDI FALL REStRAINT: DENISE. .. IN A:LC :SANLTARY.SEWER:MANHOLES : ::::. I oo I ::::::: N CIRCLE I V E H .. - VERTICAL DATUM.* NAVD 1988 PER CITY OF RENTON p w o . - . .... GREATER THAN .2.0 f ET:IN: DEPTH. (TYPE SURTRACT OR APPROVED EQUAL ) ::: CONTROL POINT 1852 c7 m o -- -- - ... I _ -:_ 1 MANHOLES3.4. #5 AND .6.. -- - - -- - - - -- - - -- - - -- MASTER BM: FOUND 3" BRASS SURFACE MONUMENT AT INTERSECTION OF N.E. 4 i 4TH STREET (S-E. 128TH STREET) AND 148TH AVENUE S.E. CITY OF RENTON SHEET -- ! -- - -- 8 5 p 77 I � ,1 ELEVATION = 454 77 N 988 " V: - m. . . . . m * ADDITIONAL SURVEY CON TROL NOTES LOCATED ON SHEET 2-1. JOB NO.: 0-I O+ : 0 p 60 0 480: 0 ±1D0 0 +8:0 1 ±60:::: FRre ig. ;. i°5 PnpTION OF THE E. 1/2 OF SEC. II TWP. 23, R 5 E.. W.M. i TRACTOR $HALLINSTPILL � �� FALL REPtRAINT DEVISE SSMH IN ALL SA ITARY SEDER MANHOLES GREATER: HAN 20:F TYPE AND SIZE m -N N I- M. (TYPE SU / APPROVED EQUAL) MANHOLE ® SANITARY SEWER MANHOLE I N �� � p Z m_ m 1 - SANITARY SEWER FLOW 106 a L� / TRACT,"" ers FINISHED GRADE CONTOUR SSMH #16 < '! .f 552 W ZZa _mot F� oo _ C CK) ' ROCKERY (HEIGHT IN FEET) I/ n m o 00o m TYPE 3- 48' GABION WALL \ 4TH STREET (S.E. 128TH STREET) AND 48TH AVENUE S.E. CITY OF RENTON SHEET SIDE SEWER LOCATION I _.._....W _ - STATION FROM DOWNSTREAM t 1 +86 -26 L.F. MH. �m — I.E. 520.5 INVERT AT END OF STUB(MIN. SSMH #7 ... .... 6 FEET BELOW PAD ELEV.) ' m I I I �z STORM DRAIN PH E 4�. _. -- a a — 1P H iE 2 r - o - - - - -- - -- � m > o U z 0 U' Z 2 � 3 7 7_1 , '� 1 -�� �_ EL VATION = 4547 7 N V D 19 88 __ — — -- - -z� Li I� J J D- a lr Afe F J -� __- -_ i Z 0 „. PV 0 40 I20 w 0 ST - SCALE: 1" = 40' W — - � �;. o Z Z 107 Lu w �&V9 0 '- 0+ 0 - -- J Q < ALL DUCTILE IRON (D.I.) PIPE TO BE "SEWPERCOAT ", 3. 00 Q CLASS 52 ASTM 746, TYTON JOINT (GRIFFIN PIPE PRODUCTS U) w CO-) OR EQUAL. (C900 PVC CLASS 100 5+ Ix _ -- BEDDING PER CITY OF RENTON STANDARD E. 0 ALL POLYVINYL CHLORIDE (PVC) PIPE TO F1 BE SDR -35 OR ASTM D -3040, RUBBER I v GASKETED OR EQUAL. (SEE SHEET 8 -15) I ( NOTE # 16) o LOCATION OF EXISTING UTILITIES IS ° APPROXIMATE AND MAY NOT BE 51 `5��) 1.2I 6 4i 2 I �3 F 1 w lZ�. - ., SSMH 8 i 'TYPE Z^ PH 2 23 523 0 I i�p _ QF 1 26 3- 4 25 J a0= 8+71.00 i x 27 l 523 103 ,'PHE W. 0 I w �) NE 5-'H CT. ' 5'25 0) RU' I ° Q� - -� (SEES IT. 8 -5) Qw ON 50 °. s , I 1250) 29 24 "TYP41 52 6.0 � s 1 � ,_ 10 9 SSMH #17 .. 52 5 TYPE 2- 4 oo (5; 8' D_L. — O SSMH 6 TYPE 3- 4 °s - T 49 LEGEND: TRACTOR $HALLINSTPILL APPROVE FALL REPtRAINT DEVISE SSMH IN ALL SA ITARY SEDER MANHOLES GREATER: HAN 20:F TYPE AND SIZE m -N N I- M. (TYPE SU ETRAC'T 0 APPROVED EQUAL) MANHOLE ® SANITARY SEWER MANHOLE AND #6 N �� � p Z m_ SANITARY SEWER FLOW ° W ers FINISHED GRADE CONTOUR - -`0a EXIST. GROUND CONTOUR W ZZa _mot F� oo C CK) ' ROCKERY (HEIGHT IN FEET) ~m m o 00o m �z= ... r_ °o_ GABION WALL \ 4TH STREET (S.E. 128TH STREET) AND 48TH AVENUE S.E. CITY OF RENTON SHEET SIDE SEWER LOCATION STATION FROM DOWNSTREAM 1 +86 -26 L.F. MH. �m I.E. 520.5 INVERT AT END OF STUB(MIN. ... .... 6 FEET BELOW PAD ELEV.) 0 STORM DRAIN 523 0 PAD ELEVATION O a a I\ o w w 3 m > o U z 0 U' Z 2 � 3 7 7_1 , Z � EL VATION = 4547 7 N V D 19 88 Li Q Z J J D- a 20 80 F J : : . Z LjI U, 0 40 I20 w 0 c,10 W = _ _ SCALE: 1" = 40' W U) 1' Z Z Ld — Lu w �&V9 0 Q z W 0+ 0 0 . J Q < ALL DUCTILE IRON (D.I.) PIPE TO BE "SEWPERCOAT ", 3. 00 Q CLASS 52 ASTM 746, TYTON JOINT (GRIFFIN PIPE PRODUCTS U) w CO-) OR EQUAL. (C900 PVC CLASS 100 5+ Ix PIPE MAY BE USED AS ALTERNATE.) LL BEDDING PER CITY OF RENTON STANDARD E. 0 ALL POLYVINYL CHLORIDE (PVC) PIPE TO F1 BE SDR -35 OR ASTM D -3040, RUBBER I v GASKETED OR EQUAL. (SEE SHEET 8 -15) I ( NOTE # 16) o LOCATION OF EXISTING UTILITIES IS ° APPROXIMATE AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. d Z,. IT IC TW. rnKITPA!'TnPC PF7CPn KMIPII ITV 6 4i 2 I �3 F NOTE CO TRACTOR $HALLINSTPILL APPROVE FALL REPtRAINT DEVISE IN ALL SA ITARY SEDER MANHOLES GREATER: HAN 20:F ET.IN DEPTH.: m -N N I- M. (TYPE SU ETRAC'T 0 APPROVED EQUAL) MANHOLE #3, #4,'# AND #6 N �� � p Z . "_- ------ CONTROL POINTS 1845 a 1852 VERTICAL DATUM* \� xW 1 - - - -- --- - - -�:: m'------- - - - - -- .. . . . . .. ....... .....:: .. - ...... .:..... ......: NAVD 1988 PER CITY OF RENTON �s' ... -.HN mIm.m m.. ........ .... ... .. -..- .. -..- m1On .- -- - - -..- :....... .. _ ..qNO:. NQ... ....... ....... - ...... CONTROL POINT 1852 ow - -- —arm ,n - ��— v, o.NO° ,�i MASTER BM: FOUND 3" BRASS SURFACE �� ¢°4` 1.... N E 6TH STREET M1. ,n m -N N I- M. ::::: � N �� � p Z m_ MONUMENT AT INTERSECTION OF N.E. W ZZa _mot F� oo ~m m o 00o m �z= ... r_ °o_ 4TH STREET (S.E. 128TH STREET) AND 48TH AVENUE S.E. CITY OF RENTON SHEET �m ... .... CONTROL POINT 1852 7 7_1 , EL VATION = 4547 7 N V D 19 88 m : : . . ° NiN c,10 N I I ADDITIONAL SURVEY CONTROL NOTES LOCATED ON SHEET 2 -I. JOB NO 99095-1 �&V9 0 80:::_ 0+ 0 0 . 3 +20 4: +80 : 5+ +40 : F1 I I I I q� i� ,!,t F }} m R T 7 L, C ID �- s ° a 6 SCANNED SEP 13 2062 Y � • i ROLL 177 F 3 8ssm C , S 3o rCj a 7 IUANNED SEP 13 2002 SCANArcn sn) 4 wWp -s7- 3oi� a SCANNED SEP 13 2002 177 FR t s �, 68 ^ ()RTION OF THE E. 1/2 OF SEC. II TWP. 23, R 5 E., W.M. ALL INSTAILL APPROVED FALL RESTRAINT DEVI _ E I SEWER MANHOLES GREATER: THAN 207EET. / . (TYPE SUR LEGEND: APPROVED EQUAL): MANHOLES 0,, #4,: #51 AND #6 . " " " " r. 28 29 SSMH # 67 �. - -_ / �YPE AND SIZE 56 55 /� ® SANITARY SEWER MANHOLE (�� 54 ' , ) / 30 SANiT Ar°cY SEWER FLOW \ 57 5P 626 526 FINISHED GRADE CONTOUR i 53 �- 524 °° EXIST. GROUND CONTOUR 58 N 0 +06 -34 LF 519.5 i CDroK � ROCKERY (HEIGHT IN FEET) 60 59 LF � - - o g6,3o mom_ - �' -- _ 519.5 -__- -_ 52 i� o GABION WALL a a m SANITARY SEWER LOCATION STATION FROM DOWNSTREAM o _ iE5g5F �� 51 - 50 49 1+86 -26 L F 0 +07 z +66 35LF ° o.42 -34 (255) 525.0 524.5 i.E. 520.5 INVERT AT END OF STUB(MIN. -36LF 1E 521.6 - 1E 521.0 _ _ f. \ £ S�ss� Jl1 6 FEET BELOW PAD ELEV.) o u p c 0 74 -3 LF p E +519.53 h 0 09_3 L IE +519 0 +19 -36 LF IE 518.5 STORM R "T'RM D AIN `I e t _ \ P / 1 C - 6 ,1 _ _ -06 \ � -- - - e - ! - 0E 2 -_ _� C4 -- .. _ M �- -- - - - �--- PAD ELEVATION r w > o 8 "PVC N N - 29 _- • TYPE 2- 48 \ \ ` ,, -..,_ ' .- -- - 5 \1W ----- - - - W B - - - - - - o _- \+ 5205 TYPE 221 48" a " - 0.8l9` 1F228 d 8 "PVC d - - - - - - - - - - -- 0+28-26LF - � 0 105 5 IE 521.5 IE 521.0 ,= m ROSARI (SEE S PL. NE T. 8 -10) SSMH 23 TYIfE 2- 48" 104 SSMH 115 TYPE 3- 4 I" - - 1 +14 29 LF 520 ( -- - - - - - - - 1 +24 -28 LF - - - -- 0 +39 -26 LF -- 0 +49 -26 F 20 80 .. o 100 101 % 103 I �D �PnOr'n' __ v _ IE 519.5 IE 519.0 SSMH #17 TYPE 2- 48 IE 518.5 ROSARIO PL. NE IE 518.5 w a Q - 102 ( 527 0i 106 (SEE SHT. 8 -8) 0 40 120 _ -77 q2' SCALE: I" = 40' Z 107 108 109 ° � I 525.5 525.0 524.5 - S. - . w _ I w z Q - - -- 1pa PhAT OF WINDW00D , CITY OF RENTON RECOMMENDED m Ir w J U= V O f 12, PAGE 80 -85` . i FOR APPROVAL z w w Q r -- B ATE: J - w 0_ _ BY DATE: B w w LLJ ... ...... ........ .. ... .. ... .. .... ... -. - -- --. ... ... .:: .... ... .. ...- 0 ... i .. x a� < Ljj - O J � � -- }- - - - -- - __. - - - -- - - - :. ... - - - I _- - ALL DUCTILE IRON (D.I.) PIPE TO BE "SEWPERCOAT ", 3 Z Q .. ......::........:....... .:........... .................. 1 � : , 1 CLASS 52 ASTM 746, TYTON JOINT (GRIFFIN PIPE PRODUCTS z , ... -. ' .... CO -) OR EQUAL- (C900 PVC CLASS 100 U- ....... ..... ..... 535:: ! -.. ..... ..... .. .... ..... ..-' .....:.. .....� -- -- - - -- ..--- -�--- -- ---�- -- --- ------ - - - - -- -- ---- '--- --- --- -- nom. o-- o ° m i .... -. ----. .. 5 ....... I " ...... I ... .- --- --- 535: PIPE MAY BE USED AS ALTERNATE. BEDDING PER CITY OF RENTON STANDARD . p j :. - - F:N .. mC: - CHLORIDE (PVC) PIPE TO H I BEL DRLYVIONYL U o n. z� ° n 0 a � n' ur °o' . GASKETED OR EQUALD (SEE SHEET 8R 15) 530 -: .:exa QM ... o v = N::: ° ° ° v �: :: a: N vim. . n. m.m : o N a arm " ::: : :: 530:: ( NOTE # 16) It I r - V in .. LOCATION OF EXISTING UTILITIES IS a y = w- a a - D w- .. >:. a APPROXIMATE AND MAY NOT BE _ -- \� __ o" iJ - -- _77. - u� - - w.. - - - -. -,-. ACCURATE OR ALL INCLUSIVE- °v ....... 525. .. .... .. .... ° - - . 200% .. 00% a \/ _ I 525::: RESPONSIBILITY as F ... - - -- -- .... -... - - .. i .. .... 1 PROCEEDING UTILITIES PRIOR TO PR ' I WITH CONSTRUCTION. ^�'`� eo 52 0 , I ... is 52 : 0 NOTIFY ]-CALL (1- 800 - 424 -5555) caw -- - -- - - - -- - - >, I ... - - - -- - -- - - -- -- - ..�.. - -- I NOT LESS THAN 48 HOURS BEFORE � ems xv �m ... : ..... ..... .... ...... WHERE UNDERGROUND UTILITIES MAY BE LOCATED. /� oe v 515 ® 1 1 .: :: "515:: IT TTi -- - -- - - --- - -- -- ...... .... ... ..... ..... ... ....: ... .... :..... .... ..... ..:. -..., I --- - -- -. -.... .. -. -. _.. ... ... .. -... .... - - - - `SK ° eta_ %a NOTE; IF SA ITARY SEWER IS STUBBED 510 :: DD:CLEANO AT PHASE B UNDARY -A UT: :: 810::: o a N -- AS- SHOWN _ON .SHEET 8 -r�.. ..... 1 i . F ..... �- .. - KEY MAP I" = 800' . ._. c � .- �::::TYPE.2- 48 - -.. -- 22 . TYPE 48.: SSMH 21 :, -- . - . : N: m.. IF l S!,\NITARY: SEWER]& ST: BBED :. � - a - . .. : .. HORIZONTAL DATUM * 505 . .. vN :N . a :: j ....SSMH ...... .. _ -__ " STA I 86, 1:01'LT- - I -- __.'....... t_sTa ... i 45.56.- 2.71'LT RIM - 86 .. .. - - : : �� NN - m il�m° O n 0o PT :PHASE. O.UNDARY:- N -SHEE Q ADD:CLEA I . "4 OUT: -- -- - °° n- a +� 505: : ... ... NAD $3/91 PER CITY OF RENTON CONTROL POINTS 1845 & 1852 �x 1 �t .. "wxi �� "a.M1 Hyu~KVm ....RIM .$2.5.11...:. z " ... ::: .... . -o -- - -8 IN- +,51473.. i e buT1 - 6j4.63 1 .524 8 "IN- 514.43.. 6" bUT 514.33: .. - - ... - - . 1 . - - - - v l m m -- rnNrnu-i.n._ ii= ° ° awl a�z:z - "'AS-SHOWN 5: : " - ... .. .. .. :l+lx ul:..... r.N - - ..i -. VERTICAL DATUM* NAVD 1988 PER CITY OF RENTON 3p c 'm r a 0 ROSARJO PL. NE SiTATION: 7+116:0 ::TO: t0 +40 NOTE: CONTRACTOR" SI ALL INSTAILL APPROVED FALL RESTRAINT DEVI _ E JN QLL SANITARY SEWER MANHOLES GREATER: THAN 207EET. IN DEPT . (TYPE SUR TRACT OR APPROVED EQUAL): MANHOLES 0,, #4,: #51 AND #6 . " " " " CONTROL POINT 1852 - m W 4 ..... ......... n `�'. .ts @ ..... ° MASTER BM. FOUND 3 BRASS SURFACE e4 MONUMENT AT INTERSECTION OF N.E. 4TH STREET (S.E. 128TH STREET) AND 148TH AVENUE S.E. CITY OF RENTON SHEET CONTROL POINT 1852 9 ELEVA - 1 .. . : . : . .. . . . : :. .. h O'. h _ •m N �m . .. . . . . ..I .& r'. �� + '0N � e,� o 0 - . . .p iV .. , N m ,� . - . . . . . . . . . 6 N N � . . . . . . . . OmI; : :� i Om N . . . . . . cm- +d.; . : v �: ; N � .. : . . . . .77 NAV D 1988. _ .. N. . . . �� 00. Io 0 JOB NO.: 99095 -I 0 X1 : .. . _ ", 0 ° o ADDIT ONAL SURVEY CONTROL NOTES ; w : : : LOCATED 0 N SHEET 2 -I. N . . . . .. . . . . . . 8+ .0 15 ZO : : : 14 4n 0 : : : . 13 60: : +8 1 12 +100. 11 =20 :0 SCANNED SEP 13 ZOOZ L L 7' r 80 - _ w onRTION OF THE E. I/2 OF SEC. II TWP. 23, R 5 E., W.M. 69 i 81 I =' � � 84 .� 89 z, —�--2, � 64 1 _ a ? 65 66 67 - 68 _ LEGEND- SSMH c __ 1 I� ��� 2 +74 26LF �;; s i I 0 +29 -26LF � 0`19 -26LF - - - _____ - I+ F _ ___ 1 +46 26LF � _ � 0 +28 -26LF 0 18 26LF - IE +52L0 Z-� a °v �i �( IE 524.5 IE 524.5 I � 1 U m IE 523.0 � - -� I d -- IE 522.0 IE 521.5 \ IE 521.5 _ ' � SANITARY SEWER MANHOLE ,� SSMH 25 # ' .. _ I I F=-= `.E � ` � ` s � i � sze m °' � � SANITARY SEWER FLOW TYPE 2- 48° �� '� I TYPE2 -48' ', �' �rn W w / � I 9 1'f sze - �; � i2 i � 91 92 93 94 see FINISHED GRADE CONTOUR 11 97 I g8 gg 100 \ 101 \, % � 102 � > o „ Z C5`S� � 5j 530 -G 529.5 529 -5 (5� 1�! -�, �-� EXIST. GROUND CONTOUR 527.5 52 ?�5 527.0 O 40 120 V � _ _ � � �" aJm ! 58 ROCKERY (HEIGHT IN FEET) SCALE: I" = 40' O F ,. 82 I I 83 a 90 � �= 63 62 61 60 59 s2zo GABION WALL _ :.i.,, __ _ 1 I (� a� �� � 15 E2 0 m �� �, � � i - -... i � i WW �c rr ! - -- ' �, 528 0) �� _ (527.0 __� (527 5) � -� -� SANITARY SEWER LOCATION o _ � o �� Zoe - - -�� _- � u STATION FROM DOWNSTREAM 1 I 1 +43 -36LF � I w I�9 - N I I i I __ - © _ 1 +86 -26 L.F. MH. ' I IE 523A \ 2 +75 -36LF 264 36LF 1 0 +43 -36LF j j 0 -33 -36LF 1 +54 -36LF 1 +46 -36LF �- 0 +07 �:6LFn 2 +66 -35L� I.E. 520.5 INVERT AT END OF STUB(MIN. p _ _. - - - - -- I_ = , --__ -IE 523_0_ -- IE 52 -_ -- __ - --� � � \ - � - -- IE523 -o � ti IESZ2s - - - -- - IE 522.0 - - - - -- IE 521.5 -- - - - - -- - - IE 521.5 � - - - - -� _ IE 5z10 ,� 6 FEET BELOW PAD ELEV.) ,. _ y � -- o � o �„� .- - -. /. _ - � _ ,� s 1 28 _� - �I - ^ � � _ - --__ _— — -- — �1 � - -- _ _ �� `- STORm DRAIN o �\ I �� _ �'PV � . y 1.:- �t - - - -�- -��— '' � � 8" PVC �- I - -�r-� 22 c - - - -� � - - - - = - 20 .e ': -�- 8" PVC - '- �--- -�� - -a - -�— i _� �� - 523.0 PAD ELEVATION W - _ w _��... w ...- _ .� . � _ _. -TS - - - - � TYPE 2- 48° 1 - -- 1 +28 -26LF - -. - -- I +IB -26LF - - - - - -- 2 +85 -26LF 2 +74 26LF 1 +57 -26L� 1 +47 -26LF 0 +29 -26LF � 0`19 -26LF - - - _____ - I+ F _ ___ 1 +46 26LF � _ � 0 +28 -26LF 0 18 26LF - IE +52L0 Z-� a °v �i �( IE 524.5 IE 524.5 IE 524.0 IE 523.5 IE 523-v IE 523.0 IE 523 -0 Iz X22 -5 IE 522.0 IE 521.5 \ IE 521.5 SSMHI{23 � o � SSMH 25 # % ( SSMH #24 I ROSARIO PL. \NE rYP� - 48° m °' � TYPE 2- 48° �� '� I TYPE2 -48' (SEE HT. B -9,) ' / � - �; � i2 i � 91 92 93 94 95 � 11 97 I g8 gg 100 \ 101 \, % � 102 20 80 > o „ Z C5`S� � 5j 530 -G 529.5 529 -5 (5� 1�! -�, �-� I� 527.5 52 ?�5 527.0 O 40 120 j,' SCALE: I" = 40' O F ,. _ 532 Z_ S y. Y � ° �� � ;.. ... x e ,� wwap- tj —�or.9 Y © ei L C't7 -�'- > � "A � :`' sCAnnEO SEP 13 2002 A © 7 �. ww�o -3,7- X0 /9 • i ROILL 1-�� 7 7 i! SCANNED SEP 13 2002 NO:TE:: IF AAII.TAFtY: SEWER IS SjUaBER AT PHASIi PC - -"'ON OF THE E. 1/2 OF SEC. II TWP. 23, R 5 E., W.M. -A.DD _CLEANOUT: AS SHOWN ON SHEE 8 -14. LEGEND: o 0 - - x SSMH `V TYPE AND SIZE w w _ -,_- -STUB 8' (PLUG, MANHOLE) OWNERSHIP, 1, Nocu F�:�c _i =, `J �'_ =z - I ® SANITARY SFWFR MANHnI F _ ,. — 25= INGRESS, EGRESS, DRAINAGE SANITARY SEWER FLOW " --_ TUB 6• (PLUG . MANHOLE) AND UTILITY EASEMENT \ SSMH #37 - PLAT BOUNDARY eze FINISHED GRADE CONTOUR - TYPE 2- 48 --- --- -_ -- i G Sze woe EXIST. GROUND CONTOUR u-1.� C .._ - -- � 5, EDESTRIAN TYPE B -54' PATH .. sza - 10' GRAVEL ACCESS ' � ROCKERY (HEIGHT IN FEET) w p > p _ __ -- T ---� -_ ... ROAD /P RIAN NE 8TH ST - - - - -- - - - -w - - - -_ N EXTEND IO' GRAVEL PEDESTRIAN 76'f TRAIL a _ \ GABION WALL a j ACCESS TRAIL TO A POINT Io' souTH of NORTH - �_ m 1528.5 75 74 \ 7 SANITARY SEWER LOCATION PROPERTY LINE - 20' SANITARY (528.0) STATION FROM DOWNSTREAM -_ r 80 79 �`� 77 LL_ SEWER EASEMENT -� 2g% 1*86 -26 L.F. MH. 82 81 `2� ' o 0 +39 -31LF 1E 523.0 \ I.E. 520.5 INVERT AT END OF STUB(MIN. < -_. �� - —��� _,w \ 1 +66 -26LF 0 +33 -26LF 23 -z 6L \�• 6 FEET BELOW PAD ELEV.) o 91 I`�3 -38LF J � ��� SSMH #36 SSMH #34A '" IE 522 -5 _ - - IE 5 - - _522 E STORM DRAIN - o ,53`u s) '� - �E323A 1 +20 36 LF TYPE 2- 480 TYPE 2- 48" Of SI'•I D L NE SSMH #33: 73 _ 524.0 +40 -36LF - 0 *60 38LF � I- -- _- _ - - TYPE 2 48' � de L _ - -E - - - - ---- - _ - - _ IE 523.5- _ IE 523.0 ^� SSMH#34 78 8" PVC 52 1.5 523 0 PAD ELEVATION 3 - NO:TE:: IF AAII.TAFtY: SEWER IS SjUaBER AT PHASIi BOUN.DARY -A.DD _CLEANOUT: AS SHOWN ON SHEE 8 -14. wwho -- s, -J?dop y ` r':' �� "✓ ` SCANNED SEP 13 2002 • n, z F> a �a A W 6 G �z T n ` ow PORTION OF THE E. 1/2 OF SEC. II TWP. 23, R 5 E., W.M. LEGEND: SSMH TYPE AND SIZE °I ® SANITARY SEWER MANHOLE o - -; SANITARY SEWER FLOW � E S26 FINISHED GRADE CONTOUR 08 EXIST. GROUND CONTOUR°_ ff CDCIXZXD� ROCKERY (HEIGHT IN FEET) f GABION'WALL < No is No SANITARY SEWER LOCATION o d 1 STATION FROM DOWNSTREAM 1 +86 -26 L.F. MH. I.E. 520.5 INVERT- AT END OF STUB(MIN. 6 FEET BELOW PAD ELEV.) A STORM DRAIN ��N Q ` 3 523.0 PAD ELEVATION o r 0 o w v o c o a 0 20 so o a o 0 40' .120 6 Q SCALE: I" = 40' 0 [n U I J z J U J Z W o U) Ld ?z w LL! cr- J D �i Q 5 n ` ow PORTION OF THE E. 1/2 OF SEC. II TWP. 23, R 5 E., W.M. LEGEND: SSMH TYPE AND SIZE °I ® SANITARY SEWER MANHOLE o - -; SANITARY SEWER FLOW � E S26 FINISHED GRADE CONTOUR 08 EXIST. GROUND CONTOUR°_ ff CDCIXZXD� ROCKERY (HEIGHT IN FEET) f GABION'WALL < No is No SANITARY SEWER LOCATION o d 1 STATION FROM DOWNSTREAM 1 +86 -26 L.F. MH. I.E. 520.5 INVERT- AT END OF STUB(MIN. 6 FEET BELOW PAD ELEV.) A STORM DRAIN ��N Q ` 3 523.0 PAD ELEVATION o r 0 o w v o c o a 0 20 so o a o 0 40' .120 6 Q SCALE: I" = 40' 0 [n 9 a� �z oa sQ oa ; O F 7 0 am gz a 0 0 r OF THE E. 1/2 OF SEC. II TWP. 23, R 5 E., W.M. - -- f_ 75 rr 74 II —SHAD W PL. NE LEGEND: `\ , pc 3 14' i 1 i -; PT ` 2;90.06 I ` z 2 42 65 2 42.k3 `�SSf6y30 . 1 ._.TYPE- 2- 49`' -_:� RR LEGEND: SSMH TYPE AND SIZE 9 SANITARY SEWER MANHOLE ` z SANITARY SEWER FLOW W o F5 2-61 FINISHED GRADE CONTOUR SSMHf33 73 - -- u u X08— EXIST. GROUND CONTOUR TYPE 248' 527.5 ; - TRACT B ROCKERY (HEIGHT IN FEET) GABION WALL m SANITARY SEWER LOCATION STATION FROM DOWNSTREAM a 1 *86 -26 L.F. MH. I.E. 520.5 INVERT AT END OF STUB(MIN ISSMH 2 ! I % 6 FEET BELOW PAD ELEV.) o f 2 -48' 7-2 i \ 7 -��� STORM DRAIN n ° I 52x. ! 'A ti 523.0 PAD ELEVATION ° x AVE. NE 524 ° 0 20 so 0 40 120 a z 3 a ,�_ o M ¢� z 1 `> ,a Q a O O �¢ o 1 z� ¢ w �z n u PORTION OF THE E. f /�OF SE CH TWP 23, 4 5 E W.M ���} _ yI V # I Ft • tj -- ISSM AVENUE S.E. p A S I' fK= e d .'7 3 utsrrt r ® - i i. `_`_'_. -: "' `i w w i w 1 a`le ))- a L - -mot q F n° °w ; a a e , -. - ! L1-' I I ft ASSESSOR'S P ,*T OF WHITE FENCE RaNCH _ I _ I `` •II _--- e fis. PAGE # 01 I / } 76 75 74 < / // pS \\ 24 23 18 \\ R 16 II \\ 10 9 4 3 I • - ! L o 1 -- II - _ - - / / \ \ I I _I a iE 73 \� <\ -- TRACT 'B' / / ',. / ! 26 � 12 5 I z j 8y TRACT C' � I 27 - j 20 \ \ / 14 13 \ \ _ 7 6 \ I I w ¢ a /i I - - -- ' - - - - -- - - - -- - - - - -- - - - -- a' - - - -- ' - -- W a I r eo 1 - - - - - -- 70 fis cj a z 64 66 I : I -.. _ It I i 84 89 I ! -..�_ 26 29 30 31 32 33 3.} 35 36 37 38 39 I % 123 I I O 56 1' 57 53 TR40T "H' i 82 ! 1 90 I ! 63 62 CA 6Q 59 �. , , - 52 ( A 3 - I v I III U) 50 49 48 47 46 45 44 43 42 41 0 vi I I 122 I 1 I I V) LLI -j -- -- -- -- -- - - - - -- -- - -- -- - -- 105 ! �' I z 9I 9P 93 9a 95 loo 101 roe 103 ) �- - -- - -- - -- - -- - -- -- - i I I I I I w >- = 96 97 98 99 TRACT 'D' -- -- - -- - -- - -- - -- I I I li t- I lob [ I. I !O7 too 109 Ito IN 92 93 94 R5 116 R7 RB N9. w I ( I 120 �.. ! I'I w Q d =. I - I ! I > F L� I I 1 i i I z W -- = - - K Q T I III i].i 2. Pa eo r I I y f L / 1 �.�. ! _�-� L J ' sue. 311: -j < 0 - - - - - - - - - - - - - - - - - - - - - Q reosaR[0AVE -W- -- -- _ - - - - _ _ A G w v I �I 200 EEL- 50 O o 0 loo 300 - -__. -- SCALE: I" = loo' -. -: F I i - -- I I ff ( i li _ i i t - _ ELL\ s/A`O� REFERENCE ADDITIONAL DOCUMENTS: m . m a OWNER / DEVELOPER: UTILITIES /PURVEYORS: '8 >~' WILSHIRE INVESTMENTS L.L.C. GEOTECHNiCAL: GEOENGINEERS. REPORT SEWAGE DISPOSAL: CITY OF RENTON SHEET INDEX 1285- 140TH PLACE N -E- (SUBMITTAL. REQUIREMENT #21 & #22) WATER SUPPLY: KING COUNTY WATER DISTRICT #90>�.' BELLEVUE, WA 98007 DATED MAY 24, 2001 FIRE DISTRICT: KING COUNTY FIRE DISTRICT #25 E" PHONE NO.: 425-401-6463 SCHOOL DISTRICT: ISSAQUAH - WETLANDS: (SENSITIVE AREAS /MIT!GATION) 8 -1 SANITARY SEWER PLANS - !00 SCALE OVERALL POWER /GAS: PUGET SOUND ENERGY LEGAL COUNSEL: (SUBMITTAL REQUIREMENT J23) 8 -2 SANITARY SEWER PLANS - SHADOW AVE. N.E. TELEPHONE- QWEST COMMUNICATIONS -a - TALASAEAS' REPORT DATED MAY 10. 2001 - 8 -3 SANITARY SEWER PLANS - SHADOW AVE. N.E. o. CAIRNCROSS & HEMPELMANN, P.S. c AND FEB. 20, 2002. 8 -4 SANITARY SEWER PLANS - N.E. 4TH CIR. 6 N.E. 4TH CT. 7CI FIFTH AVENUE '8 -5 SANITARY SEWER PLANS - N.E. 5TH CIR. a N.E. 5TH CT. 70TH FLOOR, COLUMBIA CENTER TRAFFIC STUDY: TRAFFIC IMPACT ANALYSIS " 9 s. S t` 8 -6 SANITARY SEWER PLANS - N.E. 8TH ST. ,� SEATTLE, WA 98104 (SUBMITTAL REQUIREMENT #25) PREPARED do� - w c '8 -7 SANITARY SEWER PLANS - N.E. 4TH PLACE a..o PHONE NO.: 206- 587 -0700 BY TRANSPORTATION PLANNING ENGINEERING F7 o m° ' DATED MAY 22, 200E 8 -8 SANITARY SEWER PLANS - ROSARIO PLACE. N.E. PLANNING. ENGINEERING 9 SURVEYING° 8 -9 SANITARY SEWER PLANS - ROSARIO PLACE N.E. Ory m, A HUGH G- GOLDSMITH &ASSOCIATES, INC. DRAINAGE: DRAINAGE CONTROL PLAN 8 -10 SANITARY SEWER PLANS - ROSARIO PLACE; N.E. CT 1215 114TH AVENUE S.E. (SUBMITTAL REQUIREMENT #I8 & #19) LEGEND: a -n SANITARY SEWER PLANS - SHADOW AVE. N.E. BELLEVUE. WA 98004 PREPARED BY HUGH G- GOLDSMITH & ASSOCIATES, INC- 8 -12 - SANITARY SEWER PLANS - SHADOW PL. N.E. a N.E. 7TH PL. PHONE NO.: A 980 2 -1080 DATED MAY 22, 2001 _ 8 -13 SANITARY SEWER PLANS - SHADOW PL. N.E. & N.E. 7TH CT. AND DRAINAGE REPORT 8-14 DETAILS AND NOTES 4�- e SANITARY SEWER MANHOLE DATED MAY, 2001 IS DETAILS AND NOTES s GEO NEWER CAL CONSULTANT: T.I.R. DATED MARCH, 2002. 4 3 SANITARY SEWER FLOW GEOEGINEERS, INC. p g 8410 154TH AVENUE N.E. GENERAL NOTES- SANITARY SEWER MAIN REDMOND, WA 98052 LOCATION: GENERALLY EAST OF ROSARIO AVENUE N.E. (CITY OF RENTON); W/ SIDE SEWER EXTENTIONS. PHONE NO.: 425 -861 -6000 WEST OF 155TH AVENUE S -E- (KING COUNTY); NORTH OF N.E. 4TH STREET (CITY OF RENTON); jam... TRANSPORTATION CONSULTANTS: AND SOUTH OF N.E. 8TH STREET (CITY of RENTON), �� HORIZONTAL DATUM* TRANSPORTATION PLANNING 8 ENGINEERING, INC. - NAD 83/91 PER'ClTY OF RENTON 2223 112TH AVENUE N.E. SEC.- TWP -RNG: II -23 -5 0 CONTROL POINTS 1845 & 1852 'Sg SUITE 101 ZONING: R -5 ,tort rl BELLEVUE, WA 98004 -2952 ACREAGE (GROSS): 36.73 ACRES = (1,599,796 S.F.) u PHONE NO.: 425 -455 -5320 ACREAGE. (NET):. 27.96 ACRES VERTICAL DATUM* NUMBER OF LOTS: 124 NAVD 1988 PER CITY OF RENTON o e R WETLAND / LANDSCAPE CONSULTANT: DENSITY: 4.43 D.0 - /NET ACRE CONTROL POINT 1852 TALASAEA CONSULTANTS MINIMUM LOT SIZE: 7,200 SQ. FT. (AVERAGE LOT AREA 8,122 SQ- FT.) d 0 ALL DUCTILE IRON (D I I PIPE TO BE CLASS 52 "SEWPERCO AT ", ASTM 746, 15020 BEAR CREEK ROAD N.E. PROPOSED USE: SINGLE FAMILY RESIDENTIAL (DETACHED) MASTER BM: FOUND 3" BRASS .SURFACE O 2 44q WOODINVILLE, WA 98072, CITY OF RENTON MONUMENT AT INTERSECTION OF N.E. "- PHONE NO.: 425 -861 -7550 RECOMMENDED O JOINT (GRIFFIN PIPE PRODUCTS VICINITY MAP 4TH STREET (S.E. 128TH STREET) AND CRITICAL AREAS: CO.) CO.j OR EQUAL. (C9'OO PVC CLASS i00 i' = 4000' 63,567 SF- FOR APPROVAL PIPE MAY BE USED AS ALTERNATE. 148TH AVENUE S.E. CITY OF RENTON SHEET AERIAL MAPPING CONSULTANT: CONTROL POINT 1852 p DEGROSS AERIAL MAPPING, INC. gY DATE BEDDING PER CITY OF RENTON STANDARD - ELEVATION - 454:77 NAVD 1988. 733 7TH AVENUE STREETS: B DATE ALL POLYVINYL CHLORIDE (PVC) PIPE TO KIRKLAND, WA 98033 * ADDITIONAL SURVEY CONTROL NOTES JOB No: 99095 -1" I I PHONE No.: 425- 828 -4aae PUBLIC R.O.W. = 318.097 S.F. gy DATE: BE SDR -35 OR ASTM D -3040, RUBBER GASKETED OR EQUAL, LOCATED ON SHEET 2 -I. -11 . rare -p7® f O/g � s ( NOTE f 16) IS) FF SCANNED 2 9 -%-p •.'ei scnnnED SEP 13 2002 L -- 9- ...: .;_ .z � -:'•. _ _ ._ �. J" 1.. y tile# -�Illu �. _ - '� �� _� - - � - J� M a M Q� z a � mE - o x :D Y �z o D V 46 PORTION OF THE E. 1/2 OF SEC. II TWP. 23,48 5 E., W.M. LEGEND: SSMH TYPE AND SIZE ® SANITARY SEWER MANHOLE SANITARY SEWER FLOW F5261 FINISHED GRADE CONTOUR —06— EXIST_ GROUND CONTOUR ROCKERY (HEIGHT IN FEET) GABION WALL kSIDE SEWER LOCATION STATION FROM DOWNSTRE& 1 +86 -26 L.F. MH. I.E. 520.5 INVERT AT END OF STUSIMIN. '. 1 I � ' 1. I 20 80 6 FEET BELOW PAD ELEV.) n a o n = a STORM DRAIN j Y 523.0 PAD ELEVATION ° > 0 ¢ a V c r � 0 0 °s x � � 120 m o m �'�` •s '. 1 I � ' 1. 20 80 m n n = a j 0 ¢ a V c 0 40 SCALE- 1" = 40' 120 0 _ I I ff E+ 606 LF �-j m 3 Z cl 522 O I I I J J Z d I].I Q I II ti CITY OF RENTON RECOMMENDED FOR APPROVAL Z z W Of LJ _ > v i Q 4 . I Syr ATE:BTTn — 1 u~i � g *„ if 0 M C1 C �z 1 y> z3 N< 0 o L7 < o = j G PLO <G 'z? • ON z c< - p< o a � r Q Cl gz I 01 1 �> �n o a� raj �.rn L7 �z NE 5TH COURT -- �6 CONTROL POINTS 1845 & 1852 �i • mx z- � ... - - � . I - - i ' ....- - - m VERTICAL DATUM* oo- N E 5 T H C R C L E NAVD 1988 PER CITY OF RENTON CO NT ROL POINT I 852 ... --- - - - - -- t MASTER BM: FOUND 3" B RAS S SU RFACE RFACE ' - - - - - - - { y a � < a m r1 ¢t NOTE CONTRACTOR SHALL INSTALL --- - - - - - - -- APPROVEQ FALL RESTRAINT DENSE - IN ALL SAWTARY:SE ER:MANHOLES GREATER: THAN 20 F.gET:IN:OEPIIH. (TYPE SURETRACT OR -APPROVED EQUAL) MANHOLES; f3, j4; -03 AND f6 I- -- �6 CONTROL POINTS 1845 & 1852 �i • mx z- � ... - - � . I - - i ' ....- - - m VERTICAL DATUM* oo- N E 5 T H C R C L E NAVD 1988 PER CITY OF RENTON CO NT ROL POINT I 852 ... --- - - - - -- t MASTER BM: FOUND 3" B RAS S SU RFACE RFACE ' - - - - - - - { y a � < a m r1 ¢t ... --- - - - - - - -- - - - - - ..: - .. - ENT AT INTERSECTION_ OF N.E_ 4TH STREET (S:E 128TH STREET) AND -- — .. --`- - CITY OF RENTON sxeer 1 1 CONTROL POINT 1852 pp 5 -- - - _ —:_ —- -- ... : - : ELEVATION - 454.77 NAVD 1988. m «.., . . ... ... .. .. . �: ® ADDITIONAL SURVEY CONTROL NOTES, LOCATED ON SHEET 2 -1. aoe No: 990 95 -I \ ml _.. � '.. + O +B.O Z +60:. O.BO._ 000 0 80 ....:. . ,ti,F,ap -27- 30//9 SCANNE&M SCAM4IEO SEP,13 2002 •,� s 5 . a x \ - o m y a z NsQ a¢ r �v i \ = J 1 lD m 1 tv i PORTION OF THE E. 1/2 OF SEC. If TWP. 23, R 5 E., W.M. m LEGEND: SSMH TYPE AND SIZE ` ® SANITARY SEWER MANHOLE -y- SANITARY SEWER FLOW ° 5n FINISHED GRADE CONTOUR - ° - 408- EXIST. GROUND CONTOUR ° ROCKERY (HEIGHT IN FEET) GABION WALL a N E i SIDE SEWER LOCATION a STATION FROM DOWNSTREAM 1 +86 -26 L.F. MH. I.E. 520.5 INVERT AT END OF STUB(MIN. 6 FEET BELOW PAD ELEV.) STORM DRAIN o 523.0) PAD ELEVATION o > ° a f o � m o 0 0 6 6 6 z pa F O z Z 31I i z J � zo 80 J m W Uj = 0 40 120 m 0 a I 4 ox o Z� m -L� 8 - P V1 .�§W ------------- ------ r ----- 510 W. W ......... i ......... .. 7-77. � - -: �rt-p- �9� ...... ji- to ..... ..... �6 L4 505 q 0 tco - -- ... NOTE: COf .... .... TRAPTqR:$HALL ...... — INST NLL- APP96Vtt PALL RESTRAINT DEVISE NOUT. IN ALL:SA SE. 4ITARY] SEWER: MANHO -ES: GREATER: rHAN 20 IN DEP­W . (TYPE- SUF 0 APPROVE )EQUAL) EANHOLE! �TR,A,CT, % AND #6 - - - - - - - - - - - - - - NOTE: IFISAN*IT*A'RT-4LWJ--Mlb-STUBBED - * - I --- ----- 1- --.- AT PHASE AS: SHOWN -BOUNDARY-ADD ON SHEET I. CLE 8714 NOUT. --- - ------- flit I - ------- --- --I 'P w :510: -- ----- --- 177 KEY MAP I"= 800' T . ........ ... - -- ---------- ------- --------- --------- --------------- ....... ......... ....... ...... . I : :: HORIZONTAL DATUM* tZ, ... ... ----- -- ------ - ' 146rl .505: . .. NAD 83/91 PER .CITY OF RENTON ....... - --------- tax ---------- I - --- CONTROL POINTS 1845 8; 1852 STS ILM- ...... ......... ... V) > f�wo:xrw�m - . . ...... ........ ------- 4– ----- -- -- ---- -- ----- :::� TYPE -3 ssmm-jz -48* - - - ------- --------- --- --------- VERT ]CAL DATUM* 2 ........... 1 1 - - ------- ---- STA--0-05;5LT ------- ----- ------ --------- I ---- ---- --------- -- NAVD 1988 PER CITY OF RENTON CONTROL POINT 1852 1 R S:ARIO..:P: L... �E ....... ------ ---------- ------- w ou _4&i-.zp --------- ---- ---- MASTER. BM: FOUND 3" BRASS SURFACE STATION:��Q+00:T(p. .* :8+0Q ....... .... ........ .... i - - - ......... . I - ----- - MONUMENT AT INTERSECTION OF N.E- 4TH STREET (S.E. I28TH STREET) AND 148TH AVENUE S.E, CITY OF RENTON --SHEET ........... ... CONTROL POINT 1852 0 —':o in .... ........ --------- ELEVATION = 454.77 NAVD 1988. ADDITIONAL SURVEY CONTROL NOTES JOB NO.: 99095-1 U.- ........ ... w w w --- - - --- LOCATED ON SHEET 2-1. 6 84 7+90 ni.... 4400 . ..... 4+ 1 p 3 ....... to :1+00: w: ...... 0-+ ....... ......... .......... T ow W'o a 300,0 SCANNED SCANNED SEP 1 ..... ..... . - a I 01 M Q� ^z y:� n oa o .a i30 p o z 'a I� Q ct �z IJ I '----- - ..... . ..... ......... kOTE: IF-S NITARY. SE ERNS: S. T PHASE: OUNDARY WCLE .... 88ED OUT: AU_-RES AINT DEVI -- -- ...: -`. .::::'- io...::: °_....... iw....... vi.......F_ - -�1Di� .... n�Id' �. I S:ARI. P:L...NE....: ... + Q - - _ S'TATIOW 7+6:0 T "i. ..4 OTE: CON 1 RACTOR:5 AIL 1NST- LL AU_-RES AINT DEVI -- -- ...: -`. .::::'- io...::: °_....... iw....... vi.......F_ - -�1Di� .... n�Id' ALL SAN TARY SEWER- MANHQL S IAPPROVED 3N REATER T AN :20:FE TIN DEPT -" tt ......m6n-....- .,nin.... -.� N......ry�(Q.. -...m n:. ...:� - -- ...... - n.........o....... n.........v......:. ^G�.......��.....- .��,�;...... R�....... hr... ...:`OIv.......�a........�1�..- TYPE SURE TRAICT -OR APPROVED EQUAL) WANHOLES :5� 14,:0 ANP #6 CONTROL POINT 1852 I MASTER BM: FOUND 3" BRASS SURFACE ° i MONUMENT AT INTERSECTION OF`N.E. - E - 4TH STREET (S.E. 128TH STREET) AND f 148TH AVENUE S.E. CITY OF RENTON SHEET - CONTROL POINT 1852 8,_ A .. ..... ..... .... .. ,.o. _..o c.o - - ... ;.. ..... .- --- -.. 'o.:- ,,,o.. o 0 0.. ,.o.. mt „,;n .::... �"- .:. -... :...... ^° { ... -- -- ...: -`. .::::'- io...::: °_....... iw....... vi.......F_ - -�1Di� .... n�Id' - no_ r........ .. ..--- -:'�- n... .... �lo.- rol....-..'`...-.__ '��._... - -�;'o .. -.:, im.. -.... .!�......- ��......- -" tt ......m6n-....- .,nin.... -.� N......ry�(Q.. -...m n:. ...:� - -- ...... - n.........o....... n.........v......:. ^G�.......��.....- .��,�;...... R�....... hr... ...:`OIv.......�a........�1�..- ....... ....bco.. N..:......o- .. ��w... ....- ;.w... _ � ...� k ELEVATION - 454:77 NAVD 1988. �osNO: - * ADDITIONAL SURVEY CONTROL NOTES 99095 1 LOCATED ON SHEET. 2 _I .. .... _- -!� -- 16400. -'.�. 15 +20 � ! 2*�80 � .:::::12 +�00 ::: ID+i40:. � : 9� 'O ' ww p -2.A- 3Gov SCANNED''" 2 9 20* Pa o � S�" SCAN1vED SEP 1$.2002 ' I- a 0 a Cy M E- a� a z a0 O o az U) U Z J Q Z W o U W 7 Z L W` Ld m LLI 2 CY CQ G a° Q o PC., Lc E- 3 a �}y a r w rl � d a PORTION OF THE E. 1/2 OF SEC. II TWP. 23, R 5 E., W.M. 69 N I w m o c 0 � m O � r 0 o - z = o m - 80 a o F- - 3 O ¢ n 102 __ 1 a Q 0- 40 120 a 527.0 SCALE: I" = 40' 0 :.j F o Z 2 U) ; Z ®' z Z Z _ I CITY OF RF ___ I — A p -- J LEGEND: SSMH TYPE AND SIZE 0 SANITARY SEWER MANHOLE -� SANITARY SEWER FLOW - F5Z61 FINISHED GRADE CONTOUR -08- EXIST. GROUND CONTOUR ROCKERY (HEIGHT IN FEET) GABION WALL SANITARY SEWER LOCATION STATION FROM DOWNSTREAI 1 +86 -26 L.F. MH. I.E. 520.5 INVERT AT END OF STUB(MII i 6 FEET BELOW PAD ELEV.) STORM DRAIN 523.0 PAD ELEVATION N I w m o c 0 � m O � r 0 o - z = o m - 80 a o F- - 3 O ¢ n 102 __ 1 a Q 0- 40 120 a 527.0 SCALE: I" = 40' 0 :.j F o Z 2 U) ; Z ®' z Z Z _ I CITY OF RF ___ I — A p -- J 0 a, O M 4� z � °z a� �z N b� wa LL� 1 NE 8TH ST. 1 1 91 9 3G I PORTION OF THE E. 1/2 OF SEC. it TWP. 23, R 5 E., W.M. Ir t i I � —STi16 8' (PL , CLF } 79 LEGEND: - 1 SSMH f o TYPE AND SIZE a SANITARY SEWER MANHOLE -� SANITARY SEWER FLOW W 5F6 FINISHED GRADE CONTOUR aae EXIST. GROUND CONTOUR ° ROCKERY (HEIGHT IN FEET) r GABION WALL o ` a SANITARY SEWER LOCATION o STATION FROM DOWNSTREAM 1 +86 -26 L.F. MH. I.E. 520.5 INVERT AT END OF STUB(MIN. 6 " FEET 'BELOW PAD ELEV.) o o r _ STORM DRAIN o i 523.0 PAD ELEVATION - 0 0 20 so 3 n an J Z J Q U' J z 2 W U) W > Z w W D: W EE U J 3a b� wa LL� 1 NE 8TH ST. 1 1 91 9 3G I PORTION OF THE E. 1/2 OF SEC. it TWP. 23, R 5 E., W.M. Ir t i I � —STi16 8' (PL , CLF } 79 LEGEND: - 1 SSMH f o TYPE AND SIZE a SANITARY SEWER MANHOLE -� SANITARY SEWER FLOW W 5F6 FINISHED GRADE CONTOUR aae EXIST. GROUND CONTOUR ° ROCKERY (HEIGHT IN FEET) r GABION WALL o ` a SANITARY SEWER LOCATION o STATION FROM DOWNSTREAM 1 +86 -26 L.F. MH. I.E. 520.5 INVERT AT END OF STUB(MIN. 6 " FEET 'BELOW PAD ELEV.) o o r _ STORM DRAIN o i 523.0 PAD ELEVATION - 0 0 20 so 3 n an