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HomeMy WebLinkAboutLUA99-071 (2)POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. U Z m 0 U a w U y 0 CL it W .1 z LL br GRADING AND EROSION CONTROL PLANS SCALE: 1 = 200 0 0 100 200 400 wit Qr Z LEGAL DESCRIPTION PARCEL A ALL THAT PORTION OF TIE NORTHEAST 114 AND OF GOVERNMENT LOTS 7 AND 8 WITHIN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., DESCRIBED AS / g FOLLOWS. - BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST 114 OF THE a NORTHEAST 114 OF SAID SECTION 17; Q THENCE NORTH ALONG THE WEST LINE OF SAID SUBDIVISION, A DISTANCE OF 252.23 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT ALSO DESIGNATED AS POINT "A",- w Q THENCE S 89'45'17" E A DISTANCE OF 526.41 FEET; THENCE S 8852'04" E A DISTANCE OF 799 FEET TO THE EAST LINE OF SEC7701V 17, THENCE SOUTH ALONG SAID EAST LINE TO THE EAST 114 CORNER OF SECTION 17; m THENCE CONTINUING SOUTH ALONG THE EAST LINE OF SAID SECTION TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 5 (S R. NO. 169) (MAPLE VALLEY HIGHWAY), THENCE IN A GENERAL NORTHWESTERLY DIRECTION ALONG SAID NORTHERLY RIGHT -OF- WA Y LINE TO AN INTERSEC7ION W1 TH A LINE THA T LIES N 8945'17" W A DISTANCE OF 653.91 FEET FROM POINT A; THENCE S 89'45'17" E A DISTANCE OF 653.91 FEET TO POINT "A" AND THE TRUE POINT OF BEGINNING; PARCEL B PARCEL 5 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-95- 200-LLA AS RECORDED IN BOOK 108 OF SURVEYS AT PAGES 276, 276A z AND 276B, RECORDS OF KING COUNTY, WASHINGTON, BEING A PORTION OF 7HE WEST HALF OF SECTION 16, TOWNSHIP 23 NORTH, > RANGE 5 EAST, W.M. w D= 0 z KEY MAP SCALE. • 1 "-200' LEGEND TEMPORARY EROSION SEDIMENTATION CONTROL CLEARING LIMITS OF CLEARING (TO OUTSIDE OF ARC) FILTER FENCE �— . . . .111 TEMPORARY INTERCEPTOR SWALE f—} �-- ROCK CHECK DAM TEMPORARY CUL VER T -------250------ FINISH GRADE CONTOUR DAYLIGHT LINE CUT SLOPES FILL SLOPES TEMPORARY STAND PIPE ® STRAW BALES w Z w z o Z � o z N.E. 4TH ST DOWNTOWN Ii.E. CEVL rriY RENTON PLAT cr MONTEREY TERRACE W ` l /� l TY / MT. OLIVET v CEMETERY q OF L 9 PRDPOSED � PLAT OF ['epq CEDAR CREST R FEN TON � �9 0 RIVER N MAPLEWOOD GOLF COURSE VICINITY MAP NOT TO SCALE OWNER/DEVELOPER AS TO THE WESTERL Y POR770N: GARY MERLINO CONSTRUCTION CO., INC 9125-10TH AVENUE SOUTH SEA TTLE, WA. 98108 M.A. SEGALE P.O. BOX 18010 TUKWLA, WA. 98138 CIVIL ENGINEER / SURVEYOR / PLANNER TRIAD ASSOCIA TES 11814 115TH AVENUE NE KIRKLAND, WA 98034 (425) 821-8448 GEO TECHNICAL ENGINEER GEO ENGINEERS 8410 154 TH AVENUE N.E. REDMOND, WA. 98052 (206) 861-6000 UTILITY PURVEYORS SEWER CITY OF RENTON WA TER CITY OF RENTON BENCHMARK AND DATUM HORIZONTAL DATUM.- NAD 198JI1991 BASIS OF BEARINGS. HELD BEARING OF N8973'02"W BETWEEN THE NORTHWEST CORNER OF SEC71ON 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON MONUMENT ,# 612) AND THE NORTH QUARTER CORNER OF SEC710N 16, T. 23 N., R. 5 E., W. M. (Cl TY OF RENTON MONUMENT J 1502). THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK BOOK DATED JANUARY, 1995. VERTICAL DATUM: NA VD 1988 BENCHMARKS ORIGINATING BENCHMARK. CITY OF RENTON MONUMENT ,# 1938 - TOP OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSECTION OF N.E. 3RD STREET AND MONTEREY. ELEVA77ON - 106.53' BENCHMARK ,# 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG THE SOUTH LINE OF THE PLAT OF MON7EREY TERRACE APPROXIMATEL Y BETWEEN LOTS 2 AND J. ELEVA 710N 253.80' BENCHMARK ,# 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8" MAPLE TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY 4' SOUTH AND 12' EAST OF SW CORNER OF CHAINLINK FENCE. ELEVA RON 270.11 ' BENCHMARK , jE 3 - CITY OF RENTON MONUMENT ,# 1941 - TOP OF N.E. BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY IN FRONT OF OFFICE FOR STONEWAY CONCRETE ELEVA7 ON 55.27' SHEET INDEX s.r �3 r 1 COVER SHEET 2-4 GRADING PLANS 5-7 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLANS 8 T.E.S.C. DETAILS AND NOTES 9 HOPE OUTFALL PLAN AND DETAILS 10 HDPE DETAILS AND NOTES TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Ikkland, ft 88084—M0 Tel 425.8211W Fax 425.82IM1 Toll Free B00.488AM rn Arfadamoc com 2 'Vw] _ I O � Q Z y 3 ti A SWAN DARROW, PE DESIGNED: dAM CARD: DLS CHECKED: mw DATE: MARCH 5, 1999 SCALE: HORIZ.: 1 "=200' VERT.: N/A \1 Mq WA az I EXPIRES, 3/19/00 I 4/9/99 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NWIM 98 _ 3 12 SHEET NUMBER 10F 10 ©1999 TRIAD ASSOCIATES N ". rJ � < 0J I 1P 7 POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 169 TWP 23N., RGE 5 E.9 W.M. 1-- , / " -, �' � U.� �' �� �: � ,,,,-- I . I �' ""� P �------- "J"�-'.-�-�t-�-�-�-�k- . . , � ' - -�� I I '� \ \ � I �-' 11� � 1� .1� I � I � I � , ��v� , g " \ I , , / � '��" i �"'�- I --"� 11 ! 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"'5"' $ �\�'\" , \1 , / "P41" � I I , � .9 % 4 , " �' . .. - - I .1 '> " ", �9 � & -Q) E E ----- - - --- NOTE: ALL GRADING TO BE DONE IN ACCORDANCE WITH GEOWOWICAL REWMMENDA77ONS FOUND IN THE REPORT "'GEOLOGIC AND G00MCHNICAL SERVICES -LA =NA RESDEWTIAL DEVnORMEN'r PREPARED BY I GEWVGINMS� DAM DINE 27, 1996. HORIZONTAL DA7LIM. NAD 12=991 BASIS OF BEARINGS. HELD BEARING OF N8973'02"W BETWEEN THE NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E, W.M. (CITY OF RENTON MONUMENT 1 612) AND THE NORTH QUARTER CORNER OF SEC 77ON 16, T. 23 N., R. 5 E, W.M. (CITY OF RENTON MONUMENT 1 1502). 774E BEARING IS DERIVED FROM STATE- PLANE COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETRWK BOOK DATED JANUARY, 1995. 1 A PPR 0 VED t 11, � . I 8 y L DATE --', - — BENCHMARKS ORIGINA 77NG BENCHMARK: Of TY OF RENTON MONUMENT 1 1938 - TOP OF SIN BOLT OF 77?AMC SIGNAL BASE AT THE INTERSECTION OF N.E. JRD STREET AND MONTEREY ELEVA77ON - 106.53' BENCHMARK / 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG THE SOUTH LINE OF 774E PLAT OF MON TEREY TERRACE APPROXIMA TEL Y BETWEEN L075 2 AND J. ELEVA77ON 253.80' BENCHMARK / 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMA TEL Y 4' SOU774 AND 12' EAST OF SW CORNER OF CHAINLINK FENCE. ELEVA77ON 270.11' BENCHMARK 1 .3 - CITY OF RENTON MONUMENT / 1941 - TOP OF N.E. BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIG14 WA Y IN FRONT OF OFF7CE FOR STONEWAY CONCRETE. ELEVA77ON 55.27' D1999 TRIAD ASSOCIATES '&� Aft� AM_ — - - - F - --- TRIAD IATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th km N1 Kirklmad W1 OM-M Tel 42LB21MO Fox 425.821.3481 TbU Free 8W.48LWM vww.biadawoexom Z Iq Q. %J Q -Z Q qq oft% QZ Q ze Q 1�% *t tu cc O N. 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WR77CAL DATUM: NAVQ 1988 I APPROVED N , , BY - A- - � ��,, �� *�, DA 7E I , ' 'i � BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON MONUMENT ,4 1938 - TOP OF SW BOLT OF TRAMC SIGNAL BASE AT THE INTERSECTION OF N.E. 3R0 STREET AND MONTEREY ELEVATION - 106.53' BENCHMARK / 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG THE SOUTH LINE OF 774E PLAT OF MONTEREY TERRACE APPROXIMATELY BET*EEN L075 2 AND J. ELEVA7701V 253.80- BENCHMARK J 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMA TEL Y 4' SOUTH AND 12' EAST OF SIN CORNER OF CHAINLINK FENCE. ELEVATION 270.11' BENCHMARK 13 - CITY OF RENTON MONUMENT / 1941 - TOP Or N.E. BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIG14 WA Y IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVA 77ON 55.27' 0999 TRIAD ASSOCIATES A� Alk� AIIIIIIIIIIIIIIIIIIIIIIF � IIIIIIIIIIIIIIIIIIIIIIF , - TR" A360CIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th bL NE Effland, Wk M34-682.9 Tel 425MIA48 Fox 425.821M81 Toll hm 80.4883= vw.biad&mw-wm S4 t:l 0 04 0 M V A LL 0 )bl. �ft Q BRIAN DARROW, PE PROJECT Rguw- DESIGNED: mm CARD: DLS CHECKED: mw DATE: MARCH 5, 1999 SCALE: HDRIZ.: 1 0=50' VERT.: NIA P<% L, /V,q`,1W1 _ " �� ���OWA� � ;�UNAL � I EXPIRES: 3/19/00 -1 N N -4191:" do STAW NOT VALID -C UNLESS SIGNED AND DATED 8 8 22 JOB NMIM iq 98-312 H 22 SHEET NUBM 3oF 10 6 p, t) -qc� -o -7 ( 9 (5 Z m 0 a w 8 c IL V) It a J 6 2 I LL a: a a Q w Q 10 r M 2 POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. 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' �+•" �• x.. 2aD.q," f £€ ," \,,' F % \ \ \ v NOTE: ALL OWING TO BE DONE IN ACCORDANCE WITH GEOTECHN/CAL RECOMMENDATIONS FOUND IN THE REPORT "GEOLOGIC AND GE07ECHNICAL SERVICES —LA COLINA RESIDENTIAL DEVELOPMENT" PREPARED BY GEOENGINEERS, WED JUNE 27, 1996. HORIZONTAL DATUM: NAD 1983 1991 BASIS OF BEARINGS: HELD BEARING OF N8973'02"W BETWEEN 7HE NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON MONUMENT / 612) AND THE NORTH QUARTER CORNER OF SECTION 16, T< 23 N., R. 5 E., W.M. (CITY OF RENTON MONUMENT ,f 1502). THE BEARING /S DERIVED FROM STATE PLANE COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK BOOK DATED JANUARY, 1995. APPROVED `' T BY � DATE BENCHMARKS ORIGINATING BENCHMARK. CITY OF RENTON MONUMENT 1 1938 — TOP OF SW BOLT OF TRAFFIC SIGNAL BASE AT 77-IE INTERSECTION OF N.E. 3RD STREET AND MONTEREY. ELEVATION — 106.53' BENCHMARK / 1 — TOP OF BRASS PLUG /N CONCRETE MONUMENT ALONG THE SOU714 LINE OF THE PLAT OF MONTEREY TERRACE APPROXIMATELY BETWEEN LOTS 2 AND J. ELEVA77ON 253.80' BENCHMARK 1 2 — RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY 4' SOUTH AND 12' EAST OF SW CORNER OF CHAINLINK FENCE. ELEVATION 270.11' BENCHMARK ,Ip 3 — CITY OF RENTON MONUMENT ,¢£ 1941 — TOP OF N.E. BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY IN FRONT OF OFFICE FOR STONEWAY CONCRETE ELEVATION 55.27' C©1999 TRIAD ASSOCIATES TRIJW IATES Project Management emenl Civil Eng ineering g g Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Axe. NE Ifirklmad W► 08034-6DZS Tel 42L821.8448 Fez 425.821.948 1 Toll Free 800. 488.0758 nrl►. trledueoc.com Z Q v Q. O M� (\R d 14 A i J 0 x BRIAN DARROW, PE DESIGNED: I ow CARD: DLS CHECKED: MLm DATE: MARCH 5, 1999 SCALE: HORIZ.: 1 '=50' VERT.: N/A ', M P�,' �F WAS, ©©! b:"1' =1© AL EXPIRES: 3/19/00 1 4/9/99 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 98_ 312 SHEET NUWEE 4 of 10 Z 0 Z M E N 2 S 2 f&t)-q 1---071 6 z to 0 L5 0 i! z LL Mimi] 11111 111118 PH; z 0 w Ir d z POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. le CA, C, -290 L INSTA&TCHBA II a INSERtS FqR T-fS.-G. . ........ �b IILIMITS OF CLEARING L (Typ) I...... ..... .... I. ... ... IA A A A A ALA A AM -- - -- -------- �:-� A A02II . ....... . ... . 1-T f ... tf#- I--290 292 IN�X1001 --294-- Mfcrl 9#�Jvr i 00, UE IEXI 'N 0 G SVZ� Ir 54 90 CONS, 84 IL , a 'ROCK r.,ONSMC77ON AQ? 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I127,--- 77= t rV 8 A 17 JO T L 12 16 TOR ORARYANMW IRV`= 15+62. .................. ... ...... �IAIA IIF - \\ , % 17 89.5i wV, A IC E 5HE Fg:T-9-0 -1 t? 2 I IN T 1�00. 00 -- - - - - - - - - - . . . . ... T f ISEE SHEET 7 HORIZONTAL DATUM. NAD 1983I1991 BASIS OF BEARINGS- HELD BEARING OF N8973'02"W BETWEEN THE NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON MONUMENT # 612) AND THE NORTH QUARTER CORNER OF SEC 77ON 16, T. 23 N., R. 5 E., W. M. (Cl TY OF REN TON MONUMENT,f 1502). 774E BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND W CITY OF RENTON SURVEY CONTROL NETWORK BOOK DATED JANUARY, 1995. I APPROVED I BY DATE RKS ORIGINATING BENCHMARK- CITY OF RENTON MONUMENTf 1938 - TOP OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSECTION OF N.E. 3R0 STREET AND MONTEREY ELEVATION - 106.53' BENCHMARK / 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG 774E SOUTH LINE OF 774E PLAT OF MONTEREY TERRACE APPROXIMATELY BETWEEN LOTS 2 AND J. ELEVAT70N 253.80' BENCHMARK 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMA TEL Y 4' SOUTH AND 12' EAST OF SIN CORNER OF CHAINLINK FENCE. ELEVATION 270.11' BENCHMARK / J - CITY OF RENTON MONUMENT 1 1941 - TOP OF N.E. BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVA T70N 55.27' ,)1999 TRIAD ASSOCIATES A� TRIAD JMOCIATEEP Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave- NE Kirkland, WA 9M-= Tel 425.821A4E Fax 425.821.9481 Toll Free 8W.488.WN vwwAriadwwex= O ccO LU aWAN DAWOW, PE DESIGNED: JAM CADD: DLS CHECKED: MLM DATE: MARCH 5, 1999 SCALE: HOPIZ.: 1`�-50' VERT.: NIA N :-IUNAL ` I EXPIRES: 3/19/00 1 -4191,99 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NMIM 98-312 SM NUMBER 5OF 10 22 N N 6-1 - �, 71 6 0 6 z M 0 .3 R H w 8 Cd _J 0 -C 0 9 CL � LL w � Cd x < z w I LL IC a � I Mimi] III I !!!!in 11111w z 0 Cn > w cc - POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 179 TWP 23 N., RGE 5 E., W. M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W. M. : , ,,I_--- I- `�, , ",j . I I 1\1 I 11 M* 1 $1 ,I F , 44I " I � . 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THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK BOOK DATED JANUARY, 1995. ,VER77CAL DATUM: NAVQ 1988 � APPROVED DATE 0�1�A(*` BENCHMARKS ORIGINA 77N G BENCHMARK: CITY OF RENTON MONUMENT # 1938 - TOP OF SW BOLT OF TRAFFIC SIGNAL BASE AT 774E INTERSECTION OF N.E. JRD STREET AND MONTEREY ELEVATION - 106.53' BENCHMARK f 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG 774E SOU774 LINE OF 774E PLAT OF MONTEREY TERRACE APPROXIMATELY BETWEEN LOTS 2 AND J. ELEVA71ON 25J.80- BENCHMARK f 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE TREE, 50' SOUTH OF THE SOU 7H END OF BLAINE AVE. APPROXIMA TEL Y 4' SOU774 AND 12' EAST OF SW CORNER OF CHAINLINK FENCE. ELEVATION 270.11' BENCHMARK J J - CITY OF RENTON MONUMENT # 1941 - TOP OF N.E. BOLT OF LIGHT STANDARD ON SOL1774 SIDE OF MAPLE VALLEY HIGHWAY IN FRONT OF OFFICE FOR STONEWAY CONCRETE. 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(CITY OF RENTON MONUMENT f 612) AND THE NORTH QUARTER CORNER OF SEC77ON 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON MONUMENT 1 1502). 774E BEARING /S DERIVED FROM STATE PLANE COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETAVRK BOOK DATED JANUARY, 1995. APPROVED �� T' . BY It -- DA TE BENCHMARKS OR16YNA77NG BENCHMARK.• C/TY OF RENTON MONUMENT 1 1936 — TOP OF SW BOLT OF TRAMC SIGNAL BASE AT THE /NTERSECT70N OF N.E. 3RD STREET AND MONT EREY. ELEVA 7701V — 106.53' BENCHMARK / 1 — TOP OF BRASS PLUG /N CONCRETE MONUMENT ALONG 774E SOUTH LINE OF 774E PLAT OF MONTEREY TERRACE APPROXIMATELY BETWEEN L07S 2 AND 3. ELEVA77ON 253.80' BENCHMARK 1 2 — RAILROAD SPIKE /N NE FACE OF TWIN 8' MAPLE 77REE, 50' SOUTH OF THE SOU7H END OF BLAINE AVE. APPROXIMATELY 4' SOUTH AND 12' EAST OF SW CORNER OF CHAINLINK FENCE. ELEVA7701V 270.11' BENCHMARK / 3 — CITY OF RENTON MONUMENT 1 1941 — TOP OF N.E. BOLT OF LIGHT STANDARD ON SOU774 SIDE OF MAPLE VALLEY HIGHWAY IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVA77ON 55.27' D1999 TRIAD ASSOCIATES A� - F TRUW JMOCIATES Project Management Civil En ineer g mg Land Surveying Land Use Planning Landsca a Architectur P e Site Design 11814 115tL Ave. NE Mrk]—A- TA OM—M Tel 425.82IMU Fax 425.821.9181 Toll Free 800.48LO75E vlln.triadamoc oom Z O O ;' Z to Z W Z O qq WZ Q 4 Q J O O o: 0 V z 00 �. J z. O Q 2 O 0 V 64 r 11 BRAN DARROW, PE DESIGNED: ,uM CARD: DLS CHECKED: MLM DATE: MARCH 5, 1999 SCALE: HORIZ.:10-50' VERT.: N/A L. M y - r f `41 S TEn" (>' �I�NAL �� ; EXPIRES: 3/19/00 -4/9/99 STAMP NOT VALID UNLESS SIGNED AND DATED 8 8 55 JOB NUI[BER _ �� 9 SHEET NUMBER 70F 1O � N /1&� 9ci-6`7� POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. Al� 6 z m a m c IL w e W x x 8# 0 111� -SURROUND CATCH BASIN GRA 7E WITH A 10" WIDE BERM OF 112" TO 3/4" WASHED GRAVEL 10" a opo 00 �� o 12" MIRAF7 140-N FILTER FABRIC CATCH BASIN INTERIM CATCH BASIN GRATE PRO TEC TION NO T TO SCALE IF POSSIBLE rrc u rwc r ur.� mu r n ur INGRESS/EGRESS AREA ROCK CONS TRUC TION ENTRANCE NOT TO SCALE 0.25' MIN. SWALE CROSS SECT/ON (2 ROCK CHECK DAM DI TCH SLOPE CHECK DAM SPACING 0 - 5% 150' 5 - lox 100' >10% 50' 51 o - %\i//i /A /i//i//i//i//i//i//i//i//i//i//v/i//�/\//v/i// /�// /% \\\/�' 1 1.0' O KEY ROCK INTO ' \ SWALE MIN. 0.25' \\%/i�./lir�irlir✓r./rli. > NOTE:' ROCK SHALL BE 4" MINUS SUMP BEHIND ROCK CHECK DAM LU QUARRY ROCK. SHALL BE INSPECTED DAILY &CL CLEANED WHEN COLLECTED DEBRIS EXCEEDS 112 OF ITS DEPTH. ROCK CHECK DAM CROSS SECTION ROCK CHECK DAM DETAILS NOT TO SCALE O Z FILTER FABRIC (M/RAFT 100X OR EQUIV. 60" WIDE ROLLS) �1 SLOi°E- 11 0` a� PROVIDE 3/4"-1 2" WASHED GRAVEL BACKFILL ON B07H SIDES OF FENCE. POSTS CROSS SEC T/ON 2' 5' 12" FILTER FABRIC (M/RAFI 10OX OR EQUIV. 60" WIDE ROLLS) 2' 4' i 2' BURY BOTTOM OF FIL TER FABRIC MATERIAL IN 8"X 12" TRENCH 2X4 DOUGLAS FIR ® 6'O. C. NO. 1 GRADE OR EQUAL. ALTERNATE. • STEEL FENCE POSTS FILTER FENCE DETAIL NOT TO SCALE 4' 1 4' Lu 3� �f �vl I yr. I' MIN. 4: DEPTN_e 1' MIN. THICKNESS 4'-6" RIPRAP ROCK -LINED SWALE DETAIL NOT TO SCALE SUBGRADE 2.09E 1 MIN. DEPTH TEMPORARY INTERCEPTOR SWALE DETAIL NOT TO SCALE POLYETHYLENE CAP PROVIDE ADEQUATE S �\ �ColzRucATED A/�T � RISER wATERn COUPUN TACK WEL 6" MIN. CONCRETE 2x RISER DIA. MIN. TRAPPING /. PERFORATED POLYETHYLENE DRAINAGE TUB/NG 6/AMETER `\ MIN. 2" LARGER IfHAN DEWATERING QRIFICE. 7iJ8/NG J.5' Aft SHALL COAAALY W TH ASTJII � F667 V4 °AASHTO A1294; G f4wP Wl.. $IL T FABRIC MICE., Nc4 ,O0, $Z7 AP A/VD "Bf)L F -~ G�������� DEWATER/NG ORIFICE; SCHEDULE 40 STEEL STUB MIN. - MOUND WASHED SAN DIAMETER AS PER PLANS 18" MINF. AROUND PERFORATEL BASE POLYETHYLENE TUBE. ALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTA77ON I I MAINTENANCE STANDARDS 1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 2. ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. SEDIMENT POND RISER DETAIL NOT TO SCALE TOP EL 6" PER PLAN Crushed 1 OR FLATTER --���- 6 of 5/3" (-) Z OR FLATTER Rock L I - . ` fill IV 4 -G" QUARRY SPALLS -- APPROVFO FILTER FABRIC MAX, FACE VOID 6" - f_r ' MY BE REQUIRED UNDCR � KN�� CERTAIN SOIL CONDITIONS \_ 1114i z iGgr: uv9 m � p_ x=lgdi. V�dr CHINK VOIDS, G" OR GREATER o I�` o g PER PLAN 12" MINIMUM = f ;DI„ 6" PERFORATED BRAIN PIPE, RUN TO 1 STORM SEWER OR AS DIRECTED BY 1 llr-�i!III: THE ENGINEER 12" PIIN,1h11 -_ -�nn ,rnlru yam"E- ..-- iil"• �- UNDISTURBED SOIL OR COMPACTED FILL THE LONG DIMENSION OF THE ROCKS SHALL EXTEND INTO THE EARTH TO PROVIDE MAXIMUM STABILITY. THE ROCK SHALL DE PLACED SO AS TC LOCK INTO TWO ROCKS IN THE f1ER. I IIAN ROCKS 150 LBS. MIN. 300 LDS. FAX. SIZE 10" IN ITS LEAST DIMENSION 2 IIAN ROCKS 300 LBS. 800 LBS. SIZE 13" TO 10" 3 PLAN ROCKS 800 LDS. 1500 LBS. SIZE 18" TO 24" 4 RAN ROCKS 1500 LBS. 2100 LBS. SIZE 24" TO 32" 5 MAN ROCKS 2100 LBS. 3000 LBS. SIZE 30" TO 38" 'ANY ROCKERY GREATER THA11 8 FEET 1N HEIGHT MUST BE DESIGNED AND INSPECTED BY A LICENSED ENGINEER WITH GEOTECHNICAL EXPERTISE. THE ENGINEER MUST CERTIFY TO THE CITY THE ROCKERY WAS INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. ROCKERIES T FEET AND LOWER SIIALL. BE CONSTRUCTED OF 4 MAN TO 2 MAN ROCKS FROM BOTTOM TO TOP. ROCKERIES 7 FEET AND HIGHCR SHALL BE CONSTRUCTED OF 5 MAN TO 2 IkM ROCKS FROM BOTTOM TO TOP. l�Y o ADOPTED CITY OF RENTON + � i STANDARD PLANS �FN,Tp� LST DATE:1-Nov-85 ROCKERY DETAIL NOT TO SCALE EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC7714TY OCCURS, A PRECONSTRUCT70N MEE77NG MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, CONS7RUCTI0N SERVICES ((425)-430-7200). 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETA77ON PRESERVA77ON AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. J. ALL REQUIRED SEDIMENTATI0N/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERA71ON PRIOR TO LAND CLEARING AND/OR 07HER CONSTRUCTION TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NA7URAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SA77SFACTORY COND177ON UN77L SUCH 77ME THAT CLEARING AND/OR CONSTRUC7ION /S COMPLETED AND POTEN77AL FOR ON-SI TE EROSION HAS PASSED. THE /MPLEMENTA 77ON, MAINTENANCE, REPLACEMENT AND ADD177ONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMIT7EE. 4. THE EROSION AND SEDIMENTA7ION CON7ROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANT7C1PA7ED S17E CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL COND177ONS DICTATE, THE PERMITTEE SHALL AN77CIPA7E THAT MORE EROSION AND SEDIMENTA7ION CONTROL FACIU77ES WILL BE NECESSARY TO INSURE COMPLETE SILTA77ON CONTROL ON 774E PROPOSED SITE DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGA77ON AND RESPONSIBILITY OF 774E PERMITTEE TO ADDRESS ANY NEW CONDI770VVS 7HAT MAY BE CREATED BY HIS AC77VI77ES AND TO PROVIDE ADDIT70NAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PR07ECT ADJACENT PROPER77ES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE OR LOCA77ON OF PIPES, RE57RICTORS, CHANNELS OR RETENTION FACIUTIES. 6. DURING 7HE 77ME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS SHALL BE COVERED BY MULCH, SODDING, OR PLAS77C COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA77ON AND WHERE NO FUR774ER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WI7H MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO 774E 71ME OF YEAR /N QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NET77NG OR DINER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED 77ME PERIOD. 8. FOR ALL EROSIONISEDIMENTA77ON CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED WITH J. 1 SLOPE. 9 A TEMPORARY GRAVEL COIVSIRUC71ON ENTRANCE, 24' X 100' X B" OF 4- TO 8-INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CON57RUC77ON S17E GE07ECHNICAL NOTES CONSTRUCTION SEQUENCE 1. ALL WORK SHALL COMPLY WITH THE RECOMMENDAT70NS INCLUDED IN THE 1. THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE - FOLLOWING REPORT. GEOLOGIC AND SERVICES CONSTRUC7ION CONFERENCE WITH THE CITY OF RENTGK OWNER, DEN77AL EVECAL LA COLINA RESIDEN77AL DEVELOPMENT ENGINEER AND ALL INTERESTED UTILITIES. REN TON, WASHINGTON 2. PRIOR TO ANY CONSTRUCTION, 774E CONTRACTOR SHALL CONTACT PREPARED BY - THE UNDERGROUND UTILITY LOCATOR SERVICE FOR MARKING ANY DATED DA7FD - JUNE 996 27, 199 KNOWN U71U7ES 2. IMPORTED FILL MATERIAL WILL NEED TO BE CERTIFIED AS CLEAN AND FREE 3. 774E CONTRACTOR SHALL ARRANGE FOR SURVEYED FLAGGING OF THE OF CONS TRUC77ON1 DEMOLI77ON AND LAND CLEARING WASTE (AS DEFINED BY PROPERTY LINES AND CLEARING LIMITS KING COUNTY BOARD OF HEALTH SOLID WASTE REGULATIONS. FILL MUST NOT CONTAIN CONCENTRATIONS OF CONTAMINANTS NOR PETROLEUM RUC 4. CONSTRUCT DETENTION VAULT, CB ;�'1A, AND DRISCOP/PE FROM ST#lA CONTAMINA7ION BEYOND LIMITS SPECIFIED BY THE CITY'S WATER U77LITY CB TO DETENTION VAULT. DIVISION. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A REPORT TO THE CITI'S 5. USING EDMONDS AVENUE FOR S17E ACCESS, THE CONTRACTOR SHALL CONSTRUCT THE TEMPORARY EROSION CONTROL PONDS & OUTFALLS, WA TER UTILITY lND/CA 71NG THE SOURCE LOCH TION OF THE FILL MA TER/ALS, TO DETEN7ION VAULT. HISTORY OF USE OF THE SOURCE SITE, AND RESULTS OF ANALYSIS OF SOILS SAMPLE TAKEN AT THE SOURCE SITE 774E REPORT SHALL BE PREPARED BY 6. THE ROCK -LINED CONSTRUC7ION ENTRANCE SHALL BE COMPLETED A WASHINGTON STATE LICENSED CIVIL ENGINEER OR GEOLOGIST AND PROVIDED BEFORE ANY SITE CLEARING OR GRADING OCCURS EI DINER PRIOR TO STOCKPILING OF MATERIALS ON THE SITE, OR NO LATER THAN 14 DAYS AFTER STOCKPILING. GRADING WILL NOT BE ALLOWED UN77L THE WATER 7 ONCE SITE ACCESS HAS BEEN ESTABLISHED, THE CONTRACTOR U77LITY DETERMINES THAT THE REPORT AND THE RESULTS OF ANALYSIS ARE INSTALL SHALL SHALL ST ALL 774E PERIMETER FILTER FENCES AND ANY TREE ACCEPTABLE. ANY MATERIAL NOT MEE77NG STANDARDS WILL NEED TO BE FENCES COVERED IMMEDIATELY W1714 A WATERPROOF COVER AND SHALL BE REMOVED FROM THE SITE W1774IN 30 DAYS OR LESS. (SOIL SAMPLING, ANALYSIS AND 8. THE CONTRACTOR MAY NOW BEGIN CLEARING AND GRADING THE REPORTS MAY BE WAIVED EN77RELY, OR /N PART, AT THE DISCRE7701V ON THE SITE CONSTRUCTION SHALL PROCEED FROM WEST TO EAST WATER UTILITY, IF ADEQUATE INFORMA77ON /S PROVIDED INDICATING THAT THE (UPHILL), EXTENDING THE TEMPORARY INTERCEPTOR SWALES (AND SOURCE 577E IS FREE OF CONTAMINATION. FURTHERMORE, SOIL SAMPLING, CHECK DAMS) AS WORK PROGRESSES ANALYSIS, AND REPORTS SHALL NOT BE REQUIRED FOR SOURCES OF EARTH MATERIAL FROM WHICH 50 YARDS OR LESS /S OBTAINED. 9. THE CONTRACTOR SHALL COVER, HYDROSEED OR LANDSCAPE ALL EXPOSED SURFACES AS SOON AS FINAL GRADES ARE ATTAINED. 10. ONCE THE S17E IS TO SUBGRADE, AND PROTECTED FROM EROSION, NPDES NOTES UNDERGROUND U77LITY CONSTRUCTION CAN PROCEED. INSTALLED - U77LI77ES SHALL BE PROTECTED FROM DAMAGE DURING ON -GOING 1. THE CONTRACTOR SHALL KEEP A RECORD OF THE DATES WHEN CONSTRUC7701V ACT71477ES. MAJOR GRADING AC77W77ES OCCUR, WHEN CONSTRUCTION ACTIOTIE-S TEMPORARILY OR PERMANENTLY CEASE ON A POR77ON 11. AS SOON AS U77LITY CONSTRUCTION IS COMPLETE THE ROADS OF THE SITE, AND WHEN STABILIZAT70N MEASURES ARE AND PARKING AREAS SHALL BE ROCKED AND/OR COVERED WITH IMPLEMENTED. ASPHALT TREATED BASE (ATB). 2. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED, 12. WHEN S17E DEVELOPMENT IS COMPLETE AND 774E THREAT OF MAINTAINED AND REPAIRED BY THE CONTRACTOR AS NEEDED TO EROSION HAS PASSED, THE TEMPORARY EROSION CONTROL ASSURE CON77NUED PERFORMANCE OF THEIR INTENDED FUNCTION. FACIL177ES MAY BE DISMANTELD AND 774E DISTURBED AREAS CAN ALL ON S17E EROSION AND SEDIMENTATION CONTROL MEASURES BE BROUGHT TO FINAL GRADE AND LANDSCAPED. SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER 774AN 0.5 INCHES PER 24 HOUR PERIOD. AN INSPEC77ON REPORT FILE SHALL BE MAINTAINED BY THE CONTRACTOR. APPR0 WED BY DA TE V- TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Kirkland, W1 i1 U-M Tel 425.821AM Fax 425.821.S181 Toll Free 800A488.0758 rnv.triadaseoc.00m Z co Z J v Q %4 0 M A BRAN DARROW, PE DESIGNED: JAM CARD: DLS CHECKED: MLM DATE: MARCH 5, 1999 SCALE: HORIZ.: N/A VW.: N/A WA SDI �<< Z, W LL V rs ` iSTB- v~ `.I�NA� �� EXPIRES: 3/19/00 STAW NOT VALID UNLESS SIGNED AND DATED JOB NMER 98- 312 SHEET NUMBER 8 OF 10 IL LL ©1999 TRIAD ASSOCIATES 6 0 cc � 7I � if :' -C 6 E @ IL � M i I w i t K L 3 9 a --L- POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17 9 W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16 W.M. 1. � I ". \\ I � � � . - ' N '� " "I '1-'------'--'--'- 1, ��-'--- I I ' " ��. 11\ N I I ' I I ' "111-1-111, I '! , I ... ,I "I 114- � � I , 1\ r" 1A ........ .. ! ! J � .... 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CUL T - ----- ff!��� � ------ - ------ ----- , - -\, - '- -� '-�. 11� - 60 - -� -�' . ..... f'-, TYPE ... 4 ...... - - i TYPE I RIM 5--4-.BU- - .75 --------� 1E 52.2 � CB TYPE I / 13 TYPE 11-48" CB TYPE - 72" 1E 50.11(W)) 12 CO 50.-06(W y - 2 5J.25 12" IE 50.1 2'�" 12- 1E 50. 1J(S) 12"CONC 50.07(E] I 12"CONC 50.08(S) - VUC-0-�NC ,IE 22(17 --� 8"PVC 1E N;7A. 78"CONC IE - 47.54 lecwq *�S- - - - - � T (FULL OF IRT) C8 TYPE I / 72"CONG /F 48.77 - ---------- - M--� NAD 19=11991 HORIZONTAL DATUM: -1J'02-W BASIS OF BEARINGS. HELD RIM 5,3.91 - NEW 180 IE 4& 75 --------� BEARING OF N89 BETWEEN THE - - - - I 12"CONC 1E 48.77(!VW / - -------� CB TYPE I - NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E., W.M. --------� V--"* --- CB TYPE I % RIM 54.73 12"CONC IE 48.86(SE� - CURB LINE / RIM 54.05 18"CMP lE 50.43(AIW) - --------� - -- (CITY OF RENTON MONUMENT # 612) AND THE NORTH QUARTER CORNER OF AZF-rT7t1A1 IR 'r 173 N 0 9 r- W " 'rV ric \R-4 ,-" "', ' , " ' ',.1111111' , '\\-" , - \,":/ *-A ---_, -:!!.1 � I I k "I RENTON Lffy � I "I - .�� -.- "I . , - . - �':�':e...... CB TYPE I -- I I / -- I � RIM 54.02 CB TYPE // - 12"CONC IE 51.09(SE) RIM 54.13 (SOLID 7707 - 24 CONC 1E 46.85(SE) CB TYPE I 18-CONC IE 46.73(E) RIM 53.92 , �11'112"CONC IE 50.15(NW) ' 8 "CMP 1E NIA 8"CMP 1E 50.26(N) 11 I I 1, MONUMENT f 1502j. 1HE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK BOOK DATED JANUARY, 1995. VERTICAL DATUM. NAVD 1988 -,.- a CUP lE 49.58(,,.)L) - , ,.. \ . I - ', REQUIRED AS -BUILT. DETENPON VOLUME � '. I '�\-" . -PROVIDED I ", � � 9,983�:CF 9,983 CF WATER QUALITY VOLUME . \....... " " I 26,226 CF - - , _ , , I 26,226 CF I / I I I z / I ; I DETENTION WATER QUAUTY VAULT EXIS 77N I I I I 1 VAULT AREA; = 4,240S.F. � GROUND I � I � M. w S. EL. $2.16 ,� � I � --- -� --- --- - -- --------- --- 4 --&W,\,DE,AD, tL 49. Sa� , -111-1111111--,"k ......... ... 111-1111-111-11- "-- --- --,--,'-,---"'-- m i 0 � I . I I I . . . . . BOTTOM EL.. 42.60 18 HOPE I DEAD STORAGE PROVIDED 2 22i CU. FT+I' SEDIMENT STORAGE �J I rr LJVE STORAGE PROVIDED 9,983 �CU. FT I � / 0- I i I I I I I I ; � I a- I z I I z ; I I I I ( I < INSTALL STANDARD A TCH � z I BASIN LADDER STEPS- AT ta �- w -J 1. O' SPACING I z- I i I < *�� I I I I +J 0 60- 0) -- -11111111-11 I - 20' . I- 200 - I - 11.3' .= / I I I I Go . � � � q (,Z=V I i - z EXIS RNG : I / I --------I RETAINING E I 1----- ---- WALL - - / V/-6- ORIRCES 52.66 "' GALE: 1= 40HOK1�I 4I OP OF BAff-LE 7.50' = - - " � MIALL 51.15 , N-' -I I � 1 4' VER I I I I I I T' 8' 18' I � 0 0 � � 0 7.WX � -, I � , ; I z k 4- ..... I'll ... 11-.1. -.1-1-1-1- 111-1.11 ... --1 I -,-I-- -,- - � ---'..' ... � ... U I.-, 1� 0 50 11----11111�-'- F", I w 240 � 1.67' � � U) ---- � � I I w ---- 64'-18" 0 1-7-yX '10(7'YP) 10.06' -� "CONGI� LI �� 18 I 1 ;,,4' ; I I -m -3 6 - q I C x - -, -- -1 I - z 00. 00% I z I I I I I - I 1 1 H I I I 'I, I I I ' I I z � --.� I � - I I .... . . ...... 20P Il I . ....... -- I I q : EX. C8 F TYPE 11-48" C8 1C, TYPE 11-48' . I BOTTOM EL. I I . , CB 1B, TYPE //- 72" * TOP 51.�5 TOP I I 1 18" M" . : 18" CONC, 1E 47.54 (E) 1E 78 (OUT) (SEE DETAIL ON SHEET 2) 1 z I I ,I 1 *18' CONS IE 46.59 (SW) Q TOP 62. O± 12" CONC1E 48,77 (NW) EkIULT36IE 46.90 �II ' ; ; I NEW 180 1E 46.75 BOTTOM OF STRU6TURE 4J.90 ; ' SECTION VA UL T � i z-- .. .. ......... - I I'll-11.����-111-.""",-."""��..."- C5 40 � . . . ....... --,,, J40 230 f ' I I I GRADE 20'0! TEMPORARY I I I I z FLAT PAD AROUND CB 1 z I z � 0 ELEVATION 24ZO � I : I I I I 11 . I: � z Ik I I' � I � / 0VA ! , : ,A ?E � ! � I z � D I 0 5 . 00 � � I I ; : � I ; ; � I I . I ; ; C8 1A, TYPEII-a4' z � � � I-- 1111111.1�;I� -11-1--lTOP 247.-25 wktr-ir -- 'y -33 ... (zI mio. � I � 181 IE 238.00 (S) . � ; . : � : (N) FUTURE 24- IE 2J8.00 I . � . . � � I ; . IIIq FABRICATED 45' ELBOW II I I . � I I - a I 18" DRISCOPIRE ON GROUND SURFACE LOT A� Aft_ -- - TRIM ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Erhand, WA OM-Mo Tel 425.8211448 Fax 425.821.3481 Toll Free BM.48&0= vwwArfad&mw-wm M Z () I.- o 0 :z c1-wft -4 Z k qq � LU Q rft-1 � ►� Q %J d 2 1 � P E BENCHMARKS ORIGINATING BENCHMARK.• CITY OF RENTON MONUMENT J 1938 - TOP 5 - - 260 OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE IN TERSEC TION OF N. E 1=4 (S � JRO STREET AND MONTEREY ELEVATION - 106.53' z - BENCHMARK # 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG 00 Ili � -% THE SOUTH LINE OF THE PLAT OF MONTEREY TERRACE APPROXIMATELY BRIAN DARROW, PE N � -- + I -- V. f- BETWEEN LOTS 2 AND J. ELEVATION 25380' PIROJECT VULTF I I I . (nu � BENCHMARK 2 -RAILROAD SPIKE IN NE FACE OF TWIN B" MAPLE # DESIGNED: JAM -.....��,�.�...�%�,�,�...�.,., ------------- I /� : TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY CADD: DLS I 4' SOUTH AND 12' EAST OF SW CORNER OF CHAINLINK FENCE. / . I I Q ELEVATION 270.11' CHECKED: mLm 1 I / i� 1 DATE: MARCH 5, 1999 1 '20 BENCHMARK # 3 - CITY OF RENTON MONUMENT 1 1941 - TOP OF N. E* SCALE: HORIZ.: 17-40' / BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY VERT.: NIA I 0�0 IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVATION 55.27' I aAm dciow 240 2,30 A PPR 0 VED I BY DA 7E I (C)1999 TRIAD ASSOCIATES '- �P� roy 11� --/UNAL ': I EXPIRES: 3/19/00 - 4191,99 STAU NOT VALID UNLESS SIGNED AND DATED JOB MME 98-312 S= NMIM 9OF 10 A-0 -9ci -0-7 ( U 6 z m 0 a y c N a a 0 0 LC W x rr FUK. Ur Nt 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE b E", W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 15, TWP 23N., RGE 5 E., W.M. IL Q TOP EL. 55.51 ROUND, SOLID LOCKING s LID MARKED "DRAIN' - - - - - - - - - - - - - 18' MIN. �Z 18" MIN. COVER COVER � OUTSIDE TOP 53 23 OUTSIDE TOP 53.23 ---- p p > IN INSTANDARD GALVANIZED STEPS - - - - ° p ° OR LADDER p INSIDE TOP 52.66 INSIDE TOP 52.66 IN D MINIM IRII� O Z 0.079" GALV. STEEL ANCHOR STRAP BOLTED OR EMBEDDED p 2" IN WALL AT 3' SPACING MAX. ° 8� 18" Q 2.00% GROUT (TYR) D ° D D D ° EXIS77NG VAULT MWS 52.16 GROUT (TIP) MWS 52.16 e c . 7 7= TOP OF BAFFLE WALL 51.15 TOP OF BAFFLE WALL 51.15 ---- 10'-18"- --- ® 1.00% LIFT ROD FASTEN TO LADDER AT TOP IE 49.80 ABOVE OVERFLOW o. 8" SHEAR GATE 3" x 0.075" ALUM/NUM OR 0.079 GALV STEEL ANCHOR 24" EL. 4Z39 SOLID BOTTOM TOP OF SEDIMENT 43.60 - - - - - - - - - - - - - - - - - - BOTTOM EL. 42.60 e ° p > °D ° VAULT OVERFLOW DETAIL SCALE: 1" = 2' COVER MARKED DRA W1 TH LOCKING BOLTS STRAP BOLTED OR EMBEDDED p 2" IN WALL AT 3' SPACING 24' MAX. p e 16-7/16" ORIFICE, ELEV 47.80 RESTRICTOR PLATE WITH SHOP DRILLED ORIFICE. D p IN D EXIS77NG VAUL T D , 18" HDPE 24" DIA. ACCESS OPENING TOP EL. 62.01 D 0 ° O ° D D O D O D ° � a s TOP OF D.I. PIPE EL. 54.90 -0 O STANDARD CATCH BASIN D STEPS ® 12" MAX/MUM ° SPACING (TYR) D O D n p 3"xO.075" ALUMINUM OR 0.079" ° GALV. STEEL ANCHOR STRAP BOLTED OR EMBEDDED 4"IN WALL AT 2' VERT. MAX. SPACING D � ° ° HDPE OUTLET D EL. 50.90 D D ° TOP OF DEAD STORAGE EL. 49.90 8 LF 24" DIA. D.I. FLANGED SLEEVE O e D BOLT D.I. SLEEVE TO RODS 36" DIA. OUTLET PIPE AT EL. 46.90 e 36' lE 46.90 BOTTOM FLANGE EL. 46.90 0 T BOL T 1 2" THICK GAL VAN/ZED GROUT (TYP) 2• STEEL PLATE DIRECTLY BELOW ° 24" D.I. SLEEVE 20-1-1 4' DIA. THREADED RODS 4 LONG. MIN. � IlD° I I D Il II 1' THICK CONCRETE BLOCK 'oil THREADED RODS BOLTED TO U U LL p U° CONCRETE BLOCK & CATCH BASIN e. TYPE N- 72" CATCH BASIN CB 1B, ENERG V DISIPA TOR DETAIL SCALE. 1" = 2' - - - - - - - TOP OF SEDIMENT 43.60 - - - - - - - - - - - BOTTOM EL. 42.60 e ° ° p VAULT CONTROL STRUCTURE SCALE: 1" = 2' 10' - - 36" BACKING PLATE 17" PLATE 1-WELD 112" ALUMINUM SHIM UNDER SLIP-ON RING co 1OR' FOR 1870 PIPE + F2PLA TE (PLA TE 1 REVERSED) L112' THICK ALUMINUM PLA 7E BACKING PLA TE DETAIL PLACE CONCRETE BLOCKING O HDPE EXIT BETWEEN UNDISTURBED GROUND & CB (SEE DETAIL AT RIGHT) Is 36"x36"xl/2" THICK ALUMINUM BACKING PLATE, COAT WITH o COOL TAR (TYR) ' MOLDED PIPE TYPE 11-84" CB oFLANGE , �• \ 4,5. -SLIP-ON METAL BACK-UP FLAN '-NON-SHRINK GROUT ALL VOIDS BEHIND BACKING PLATE MAX 18" 0VEREXCA VA 77ON ON ANCHOR SIDE BACKING PLATE 2 HDPE PIPE FLANGE SUP -ON METAL BACK-UP FLANGE 0 18' HDPE D � D 0 P, D 0 D � > 1. 75' o . D 70' CONCRETE BLOCKING DETAIL NOTE., MANHOLE BASE SEC77ON SHALL BE PROVIDED WITH CLASS V REINFORCEMENT AROUND KNOCKOUT f_NON SHRINK GROUT BOTTOM OF CHANNEL TYPE 11-84" CB UNDISTURBED NA77VE PLAN MA TER/AL CB 1A, DRISCOP/PE CONNECTION DETAIL NOT TO SCALE HORIZONTAL DATUM, NAD 198311991 BENCHMARKS BASIS OF BEARINGS. • HELD BEARING OF N8973'02"W BETWEEN THE ORIGINA77NG BENCHMARK: CITY OF RENTON MONUMENT # 1938 - TOP NORTHWEST CORNER OF SEC7701V 16, T. 23 N., R. 5 E., W.M. OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSEC77ON OF N.E. (CITY OF RENTON MONUMENT # 612) AND THE NORTH QUARTER CORNER 3RD STREET AND MON7EREY. ELEVA7701V - 106.53' OF SECT70N 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON MONUMENT / 1502). 774E BEARING IS DERIVED FROM STATE PLANE BENCHMARK f 1 - TOP OF BRASS PLUG /N CONCRETE MONUMENT ALONG COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK 174E SOU774 LINE OF THE PLAT OF MONTEREY TERRACE APPROXIMATELY BOOK DATED JANUARY, 1995. BETWEEN LOTS 2 AND 3. ELEVA77ON 253.80' VER71CAL DATUM. NAVD 1988 BENCHMARK # 2 - RAILROAD SPIKE IN NE FACE OF TW►N 8' MAPLE TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY 4' SOUTH AND 12' EAST OF SW CORNER OF CHA/NLINK FENCE. ELEVA77ON 270.11' BENCHMARK # 3 - CITY OF RENTON MONUMENT ,f' 1941 - TOP OF N.E. BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVATION 55.27' ©1999 TRIAD ASSOCIATES A� -_ -_ TRIM AMOCIATM Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Hirklend, TA OM-00 Tel 425.821.8448 Fax 425.821.9181 Toll Free 800ABLU'58 wwhiadu moe eom Z Z v, U1. v, C 0 x BRAN DARROW, PE PROJECT MANAGER DESIGNED: daM CARD: DLS CHECKED: mLm DATE: MARCH 5, 1999 SCALE: HORIZ.: AS SHOWN VERT.: N/A WAg�I �F �� aZ CS "4ISTEn" v� S�CNAL �� EXPIRES: 3/19/00 STAMP NOT VALID UNLESS SIGNED AND DATED 70B NUMBER 98- 3 12 S= NUMBER 10OF 10