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HomeMy WebLinkAboutR-437703A Portion Of The W 1/2 & The E 1/2 Of Sec, 22 & The E 1/2 Of Sec. 27, Twp. 23 Noo, Rge. 5 E., W.M. co Nt UJ T.B.M. R.R. SPIKE ON SO, SIDE 18" FIR ON NC. SIDE ON' S.E. 159th ST., LOCATED 185th E. END (: F RD. AND 4I3'± MG. MARKED 405.86. NC. I /4 SEC. 27, FN0. 4" SQUARE CONIC. MON. W.`3/8" BRASS PIN 0.5' DOWN IN GROUND IN DRIVEWAY, 446.03. 40% SLOPE TO BE AS -BUILT DURING CONSTRUCTION �� C.B. #3A. TYPE I STA. 108+20.00, 14-22' R I . i C.B. #2, TYPE I C.B. #9, TYPE 1 C.B. #7, TYPE l C.B. J5, TYPE I 1 �+ STA. ;108+77.34, 14.22' LT. STA. 102+78.00, 14.22' LT. ', STA. 104+78,00, 14.22' LT. STA. 106+77.00, 14.22' LT. ��� �� C.B. #3B, TYPE I - ��� STA. 108+20.00, 14.22' LT. PAVE DRIVEWAY AREAS TO �1 __ C.B. # 1, TYPE 1 ' RIGHT OF WAY LINE 1 EXISTING FIRE HYDRANT TO N.G.P.E. LIMITS � STA. 108+77.34, 14.22' RT, (TYP. 2 PLACES)- BE RELOCATED - ' `` f �i HORIZ. CURVE DATA A '' BOUNDARY STA. 1 Q8+92.5Q = ; 1 P ' EXCEPTION ' ', R = 300.00' `' '' L 1 L = 83.37' 1� i o lieLy 1 ', 18 ,1 p i �7 1; 7b Y 0 , ; i ■ >� 1 1 n + as 21 +11' 1 �% REMOVE TEMPORARY CUL-DE-SAC + 1 C) �� i 'i' 1 / ON NORTH SIDE ONLY CD ca ' 1 'I,n Q ¢ ` • ', -150 L.F., u' 1 132 L.F., N 1 1 ' k '' 5 o CPP a S=6.0% n, Ex. C.B. 1 SE. 159TH PLACE a S=5.0% 1 ', ,—-- ���- .. r102 IL __ l 26 LF 12"0 S.D.108 89'22'38' E 1 — _�— 1 c=•-- LX_26 L.F. 8'O CONC. PIPE 1 ] � 103. ,• ` +„ 105 �� 10 LF, �Q7 `Z-$� � � D L,12"0 S.D. EX. 95 L.F., 12 I EX. 17Q L.F. 1 Z"� CONC. PIPE CONC. r 104 � $2 1 a5 12"0 PIPE _ -� _ cw .. 2fi L.F., 12"� S.D. - i 200 L-F., 12" S.D. 26 -26 L.F., 12' S.D. 200 L.F. 12"0 LF, - 14 0 I�F - — — ._- — — — — — S.D. MAIL BOXES '� 5 LF, 12"0 S.I�/ -- t LOTS 6-1 6 I ' _ .s' e �• - - - EX. C. B. EX 15 1 F 7 2 i 110 L.F., 6" 0 1 ' 1 U P.C. STA. CPP @0 S=2.0% IN 100+60.98 Ell = 203 � •. 9 8 OVERLAY NOTE: LL1 ' EXISTING PAVEMENT TO BE OVERLAID T4 W 27 MEET PROPOSED GRADES BETWEEN STA. 108+92.50 AND 109+30.00_ EXISTING 1 'tiBEGIN CQNSTRUCTI0N CURB AND GUTTER TO REMAIN WITH NEW !! STA. 100+11.96 CURB AND GUTTER MEETING EXISTING CURB AND GUTTER AT PROPERTY LINE. I 1 1 INSTALL TYPE-I11 BARRICADE I PER DETAIL SHEET 7 STA- 100+07.00 +� ' I , BOUNDARY STA. 100+00.00 C INT'X. STA. 100+23.96, S.E. 159th PL. = STA. 203+58.81, S.E. 159th PL. WARNING: -----.--- '] Z HORIZ. CURVE DATA THE UTILITY LOCATIONS SHOWN ARE APPROYIMATE nNLY DEPTH L = B6639' 1 58 L-FL, '1 130 L.F., 420 ` ' 6,10 CPP '1 fi 0 CPP 610 CPP 408 '1 A S-2.07 '�� 10 S=S.o% � '1'1 a S-8.5% f 1 430 35. 4' 1 1 6 5 4 3 J zz 1 UNKNOWN. CALL 1-800-424-5555. o a a o 0 8Q'V.C. r- �- cQ m a cv t � n a o INSTALL TYPE -III BARRICADE -4-L + ;C)� s co� > 4¢ f 440 I 435 43❑ 0 CJ 425°' Z+, alo 0:(D z� Q M 420 V) 1 415 J 0- 15 rn L Y u7 410 rn Ili N + o CV p r r C) {[] 405 >+ N �¢ x Z m400 — ( it 100+00 ill Felt, 26 L.F., 12"0 S.D. A S = 1 .92% C.B. #9, TYPE I T.G. = 441.42 I.E. = 438.00, 12"0 C.B. #8, TYPE 1 f T.G. -- 441.42 I.E. = 438.00, 6'0 I.E. = 437.50. 12"0 illyzifill CONC. PIPE I.E. = 407.04 P L r 1 1) ti rJ Ti -ROCK R Z J r1 r r S P Rc_:TEL, TI3 N I.E. = 407.54 SEE DETAILS ON SHEET 8 I = '1 440 I� I.E. = 419.30 10 3.79' 1 oo w f '� N � EXISTING POWER PULES TO �� ��4� © HORIZ. CURVE DATA , I J\J D 1 BE }REMOVED (TYP. 3 PLACES) 1 v - „ •, C.S. #4, TYPE I �� '.c.}� !1 -- 15' S 5' 21 STA. 106+77+00, 14.22' RT. R = 300.00' ' L = 83.37' �� C.B. 3, TYPE II-54"0 1 1 W/ O L POLLUTION ' C.B. S, TYPE WELL ABANDONMENT NOT E CONTROL STRUCTURE C.B. #6. TYPE I STA. 108+30.00, 11.75' RT. STA. 102+78.00, 14.22 RT. STA. 104+78.00, 14.22- RT. I 1,} The abondoment{ destruction of the water wells; shall follow the SEE DETAIL SHEET 8 t' Lated in WAC Cha ter 173-•764 Para ra h 290-34D S.E. 159th PLACE Al ADDED SIDEWALK, LEFT 51DE) FILES) r� rn � is°o �i oa r• �r] [�1 op rr] regu a Ions as s p g p The abandonment/destruction of the water well(s) shall onl be performed by a 1laensed water well contractor. he contractor shall fill out a "Start Card" obtained from the address below and returr- to the address below of least 72 hours prior to the start of the water well(s) obandoment destruction; Water Well Inspector De artment of Eccl❑ggyy — Northwest Regional Office 43 0 150 Avenue N.E- Redmond, Washington 98C52 Telephone: 2Q6) 867-7055 2.) The contractor shaI record the procedures of the water well abondoment/destruction and report to the address above after the POST OFFICE APPROVAL: abondoment. u-) u r7 1_ 140' V.C. 31 a' V.C. � 010 w +jam T ' �I 0 5 2.75� 26 L.F., 1270 S.D. ® S = 1.92% 103+00 C.B. #7, TYPE I - T.G. = 43 6.4 6 I.E. = 432.50, 12"0 C.B. #6, TYPE I J T.G. 436.46 I.E. = 432.50, CO I.E. = 432.00, 12"0 i[8_L�ilt pcn 0i[] � r f +¢ Ln 0 a j If Cn �. a Q. oU o N Yil r Ora a 4; i5 Q V)� � a. a- 4 a_'M 2� s� i s °' >�d r S � i - 26 LF 12''A 5 D � S - 1 54i' 105+00 26 L.E., 1270 S.D. @ S = 1.92% C.B. #5, TYPE T.G. = 420.95 I.E. = 418.20, 6"0 I.E_ = 417.70, 12"O G.B. #4, TYPE I j T.G. = 42 0.9 5 I.E. - 417.70, 6"O I.E. = 417.20. 12"O 106+00 4 � 7 __j C.B. J39, TYPE ] 6�19g T.G. = 412.00 E �+ I.E. = 408.70, 6"0 I.E. = 408.20, 12"0 C.B. #3A, TYPE 1 T.G. W 412.00 I.E. = 408.20, 6" d I.E. = 407.70, 12"O C.B. 3, TYPE 11--54"0 COIL POLL_ CONTROL = 411.66 2 107+00 108+00 I i r REMOVE PLL]G & CONNECT EXIST. i 15 LF, 12"O CONC. PIPE TO C.B. #1 I.E. = 407,04 SEE (OVERLAY NOTE ABOVE 5=-0,59b EX, 26 LF, S" 0 CONC. r Ek. 95 11 PIPE 0 S= 2.0% 1 r PrA� r?" 0 CGMC.1 �4i I f EJi. 7 � 1 1 - PIPE �11 u� 12" ' C.B. 1, TYPE I 5 CD1VC• cv T.G. = 409.96 _C� 1. E. 407.04, 12"0 L1-1 �~�~ `li EX. _ C.B. rn C.B. #2, TYPE T.G. = 409.96 1_ = 407.44_ 12"_ 6"0 109+00 SCALE: 1"=50' HORIZ. 1'=5' VERT. CONTOUR INTERVAL = 2' DATUM: K.C.A.S. NOM& ALL S.D. IS N-12 HIGH -DENSITY POLYETHYLENE PIPE (HDPE), OR CONC. UNLESS OTHERWISE SPECIFIED EXISTING WATER LINE SHOWN IS APPROXIMATE ONLY, DEPTH UNKNOWN. CONTRACTOR TO VERIFi' DEPTH AND LOCATION PRIOR TO CGNSTRUCTICN. WATER LINE MAY HAVE TO BE RELOCATED KING COUNTY I r ,�► APPROVAL Db1F,r: SIGNATURE' CONSULTANT REVIEW 'To the best cf my knowledge this plan REVISIa_)NS NU. 0ESCRIPTIDM/OAM aY PER K.G. RMI7 1 1 -1"2 S.S. PER Xf_ REVIEW ER. -IB-32 FINAL COMCTEQ PLAN T.V. 6.19-M Y / 10 F* r_/ w-11RES 9f 10/92 Elf ❑ � Y p LL.1 �3 a - L CC N Ur � d TE o 0 C W Z � ■ V) Q _ J Q ° u ER WLLI rnrra- _T complies with KING COUNTY Codes and Z Ordinances." O H .Jju4w C� z Name < Date Telephone w • dIrm 7 Ole- rW .J W L 445 W < CL 0 C � 440 J z L 0 J 0 Q 435 W W w C)10 [__z W 43❑ 0 v W Q J 2 EL LU < 425 M 3: a �e LIJ z 42❑ Z) L? 415 z JOB NO. 138-2E-912 410 DWG. NAME MR-3 DESIGNED BY: S.S. DRAWN BY: L_P. 445 CHECKED BY: S.A.C. -- _ UATE_ 1— 8---92 DATE OF PRINT 3 OF V SHEETS R-437703 , 9