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HomeMy WebLinkAboutR-372909A PORTION OF THE NW 1/4 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA S 27TH STREET I W--- (•R'.- SIDEiN ALVACGESS)— W--- W-- -W - - -W -- Y °— r —.• —. .. — W--- W--- VJ- - -W - -- 4V - -- W—__-4N---W---W--.—W--- Z N JL Y1\/1P1C �ll�b \J TEF?r� 1C� r rr00Y 5;3 3700 w LL "6387000070 6387000140 6387000130 6387000120 6387000110 6387000100 6387000090 6387000080 \ CL INT'X STA 13 +71.19, S 28TH STREET STA. 5 +00.00, ACCESS ESM'T Ca12 Worktp Date Before You Dig UMw mnd 1i, per GDXIT,ND,OR,WA) ILA; id ■ c Y�� Yc� • Vie. - ♦ ♦ ■. �. d ^r-I -c. NL ■ '`I. i Y Il ail • • • ♦ ♦ �. `WO S. i ■. :- % •� i'i �'if '11 - •�• ®1�� ■E�II��i�'70. AIIIIIIII! Alm MO. ow 18 17 26' PUBLIC UTILITY EASEMENT ` ® � �-- � •• yr� „-,M •• ,� e•C,�B' .IMF .,� = STA. KCL L A 410 ).95, BENSON RD S / / PROPOSED MONUMENT 0087000021 \ moo\ 0087000029 2 MYLAR SUBMITTAL NC. 20 8' DEDICATED R/W �e c � � � Aar 0087000028 REVISION 26' PRIVATE :ESS EASEMENT 16 • r Fio � 6387000050 7 GINEE RS LLC ® Sn 3300081 "AVenlm OUt S 1 ®1 1w i sane z9' Fe .ral Way. WA 98003 ,mnu Mr (ss� ex-euo www.esmcivil.comE^ yy �re aa: -:are G.il EnWlne"rtna Lam sorvarmg Lana .. n Public oM1S I Project Management Lan GacaPo kcaBwture ESM JOB #1670- 004 -013 0087000021 \ moo\ 0087000029 2 MYLAR SUBMITTAL NC. 20 8' DEDICATED R/W �e c � � � Aar 0087000028 REVISION 26' PRIVATE :ESS EASEMENT 16 • r Fio � 6387000050 7 3378100060 3378100050 $ \. yy sD r11LLTJP ;- l�l�rrr� PROPOSED STORM DRAIN 10 UT TY 331 310 EASEMENT s'\ L PROPOSED SANITARY SEWER w - 28TH STREET UTILITY CROSSING TABLE O (RESIDENTIAL ACCESS) _1 425.28, 12 "0 ® I.E. (WA) 436.62, 8 "0 . CR. (S.S.) 422.31, 8 "0 CR. (S.D.) 436.27, 12 "0 O I.E. (S.D.) 425.14, 12 "0 Og I.E. (S.D.) 436.22, 12 "0 CR. (S.S.) 423.87, 8 "0 CR. (S.S.) 432.12, 8 "4 is .: is •u, ". I.E. (S.D.) � 18 "0 10 I.E. (WA) 446.53, 8 "4 20' POWER EASEMENT .� 1 424.57, RECORDING NO. 5485481 \ J 13 12 "0 ® I.E. (WA) 428.58, 8.0 11 I.E. 9 \ 3378100110 CR. (S.S.) 424.87, 8.0 C INT'X CR. (S.S.) 441.70, 8.0 15 +40.70, S 28TH REEF (WA) 428.52, 8 "0 "2 Q —STA = STA. 2 +59.49, HIGH A S \ (S.D.) 427.65, 18 CR. (S.S.) 443.43, 8 © I.E. (S.D.) 429.28, 12 "4 13 I.E. (WA) 449.43, 8 "4 (S.S.) 426.89, 14 10 (S.S.) 446.17, 8 "0 kCR. 15 F ENTON LUA -9, 8 132LLA 2000060600004 0087000066 11 0087000067 N ESM 02/11/14 w"�`�' scar•: "♦w ,vee N/15/14 n CITY OF • . A Xg22Q'R.4: NW 198JI1991 "'''� ESM /15/14 9ESaxm i X40 ESM 05/12/14 era R E N TO N 9w m: ER oxs wcx ' DATUM `.. µ ql If .T NOi R'I �LSE 1. I Planning /Building /Public Works Dept. BY DATE APPR -a —: �"LE ACC0P01N1'-T SCALE: 1” = 40' 40 20 0 40 80 STORM NOTES: 1. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMPS, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT 2. FLOW CONTROL BMPS CONSTRUCTED ON THE LOTS SHALL BE OPERATED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. 3. STORM DRAINAGE MAINS SHALL BE VIDEOED FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO CITY INSPECTOR. 4. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION IS LESS THAN 1 FOOT. R- 312909 CHECKED FOR COMPLIANCE TO CITY STANDARDS LaRosa 05/12/201 COMPOSITE UTILITY PLAN v♦cE ov♦•xc elo UT -01 d r G O a � `N^ LEGEND sD PROPOSED STORM DRAIN s PROPOSED SANITARY SEWER w PROPOSED WATER MAIN UTILITY CROSSING TABLE O I.E. (S.D.) 425.28, 12 "0 ® I.E. (WA) 436.62, 8 "0 . CR. (S.S.) 422.31, 8 "0 CR. (S.D.) 436.27, 12 "0 O I.E. (S.D.) 425.14, 12 "0 Og I.E. (S.D.) 436.22, 12 "0 CR. (S.S.) 423.87, 8 "0 CR. (S.S.) 432.12, 8 "4 O I.E. (S.D.) 424.87, 18 "0 10 I.E. (WA) 446.53, 8 "4 CR. (S.S.) 424.57, 8.0 CR. (S.D.) 446.34, 12 "0 ® I.E. (WA) 428.58, 8.0 11 I.E. (S.D.) 445.28, 12 "0 CR. (S.S.) 424.87, 8.0 CR. (S.S.) 441.70, 8.0 O I.E. (WA) 428.52, 8 "0 "2 Q I.E. (WA) 447.55, 8 "0 "4 CR. (S.D.) 427.65, 18 CR. (S.S.) 443.43, 8 © I.E. (S.D.) 429.28, 12 "4 13 I.E. (WA) 449.43, 8 "4 (S.S.) 426.89, 8 "6 CR. (S.S.) 446.17, 8 "0 kCR. Oj I.E. (WA) 433.69, 8 "O "4 14 I.E. (S.D.) 448.14, 12 "0 CR. (S.S.) 429.95, 8 CR. (S.S.) 446.24, 8 "0 CR. = CROWN ELEVATION R- 312909 CHECKED FOR COMPLIANCE TO CITY STANDARDS LaRosa 05/12/201 COMPOSITE UTILITY PLAN v♦cE ov♦•xc elo UT -01 d r G O a � `N^