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HomeMy WebLinkAboutWWP2703356.4SE 1 /4 SEC. 32, TOWNSHIP 24 N, RANGE 5 E. W.M./ ��lb ,. 5 N2fi- c9N m k-DN.> / �V�/. _ �� /1 111\i i' ,, , . I I \"I 1�1,I1\�11,­.1, 1• CORE DRILL & CONNECT �� / , N TO EXISTING MANHOLE ��,-, -_-/_t_�-11I / - 4 �` Z. , / �- / RESTORE ROAD PER 1/ u ` ` C.O. NEWCASTLE �j ,., ,y�4,. ,-- l zfis REQUIREMENTS �� \ 62 ; c 1 ��.� six- `--- _.0 ,��� SED �� -- __ ,r> ?� _ - 1 ATE MH \ R - ��� �� STA:/ 4+ .; _ 4� �{ 3 Rc c' _ / ,, / � U�7 ER RLSOI - 06 �, lam- -- a _ ` 594 6 41 Id - 190.99 qN, le - R 34' 12" CMF' \, * - �.�- p'C g' ,, �_ E`TOF�%`>�OAD 'PE �o 0.3% = _ - , RENTO v. �� =� NcY1' TYPF_ ? "B� 7T� - , . - � <:/ / E��J�EMEN�' 1--__ E=Z,62.8 a NT Is ` 1A 0� 46.67 �� O 7 LF " L'cFT j \, ' 1J 8 i yC r 5 �� �1 ROW C1- 266 j'^,I / f l THIC E�1 , St1.WEf S CE!,TO „ ;xo \ \ riffs ;I LOT N0. 1 I 0 91 LF-8 PVC - o NI H 1 _ , STA: 24,40 I CD,- _- Ol Y� -,'� �� ;/ 6'NSIDE SEWER CD 1 00 FI E L 6" SIDE SEWER ! TT iJ �. n FIELD LOCATE _LING __ i ' SE , R� S�RVIC� T L T_`�N .I 2 SEWER SERVICE TO 3423 i11 ' APPROX. F. " MH 2 � /'1) ' EL. 272t r� % ABANDON/REMOVE SEPTIC SYSTEM SEAR SE ICE ' ( PER DOH REQUIREMENTS STA: 3+70N TO LOT N ., '3 CORE DRILL MH AND i _=_7_ � 1 INSTALL KOR-N-SEAL 6" SIDE, SEWER j ' - 1 T—t— �1% BOOT AS NECESSARY FIELD' LOC TF � w v / �� TO INSTALL SIDE SEWER. I I I I �s m o ro O �� �� APPROX. F.F. I ' o �` a :w a 1 I I 1 EL. 272t (6 ;Zz I n11 z I � i I 3423 I ' \ � F - a I APPROX. F. F. w r2 - � I z Cy EL. 265t _.__J...1 �Q ..- "� ) NOTE: SEWER EASEMENT TO BE ������ I I ��- OBTAINED PRIOR TO CONSTRUCTION ``� �� I I ' I 1� a -' - Z9Z_ I T;; N �� o� I i Ii I 68 `27p N� N� N� N� N N N I N�61CPoN lJ� 1 ' 1, 2.5' __. 1 ' , _ MIN MIN MIN I MINI'MIN I 2" CLA.S *2" TO 6" C OR C 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE I i--- ---_- - 6 5' MIN. _-- -- �-{ 1 1 2.5 1 1 IMIN MIN � MIN I MIN MIN 2" CLASS `B' CRUSHED ROCKFLOWA , E�LL I IL-L OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS, SEE DWG# HR-05, SP PAGE H032 OF CURB OR OF PAVEMENT ;ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT F ADOPTED CITY OF RENTON .SCANDARD PIhNS L 91' DATE; 02/05 DWG. 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' . . . . . . . . . . . . . 1 i . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . ; . . . . . . . , . .. . . . . �••:- o W : .. . .. . .. . . : : : : : : : : : .. ... ... : . . . . . . . . . . . . . . . . . . . ; . . ' : . ...: . . . . .. .. .... .. W es, x 2 00 ,p Q N CL 0,_,N4,- o 1 + 0 0 O U1" U.i0 LaJ LiJ I;j 2 W DESIGNED PH 3 REVISED ALIGNMENT TO LINCOLN DRIVE NE ZF�Z<MPQW ILL DRAWN JMU 2 REVISED PER CCUD COMMENTS W�!pww CHECKED DBH 1 CITY OF RENTON STANDARD PLAN H032-1 ADDED =. `�_jV)x U_0a_�x SYM REVISION 2+00 •.30.08 JMU DBH 1.10.07 PH DBH 1.10.07 BPK DBH DATE BY APP 3+00 1�__ ��__�,qq�� An Engineering Services Company • S, 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827,20141 f. 425.827,5043 ...................................................... Civil I Structural I Planning I Survey Daceenars.com 5+00 P�_ CRC DATE °.° -� i_1171 MAY 2007 COAL CREEK UTILITY DISTRICT 11, SCALE _ , 46, H OE R T. 1 " = 5� S-335604 0 20 40 1 80 HORIZ Scale In Feet D E F G 7srN PL - s s st?y a g a y Y Y SE 75TH PL 76TH <. n r SE s€._..L"� 1 ,H Cr tP S£ , 77TN PC" ,. m Le y p .•��T ,-� fin; a`+1 Sr a n S o � �" NfYC SE -I'a ykt ' /I� ,,71' , Q 11�N .. SE 80TH �kr � Sr ST ": i M ,,11 14 c 11200 - -1 I'll IS00 3 -..... Qc el -, �_.. y 2 a �� r r L - °' � � ch t � �� CT 6lST *k 2 st .iy Q 82__...� N ��`� w 9-� c-) SE ,- � �� �, sE '18W 7 Z I �� mot, 4f N �'+ I I i� 1 ? 11 ,, .( "'I E 84T# ,rn $T %l � 1 SE i 84 7 40TH ST K.AG NE a oTH _ _ Si, 1300 z' 1 NE 387H I z ST x A5Ty SE I E 86� � ��� m ST ST ;+ PARK HE 3BTN i o -_ !' - , Y PL I I _ PL I o c '" ` ISE 851H } _- o uti PIE I C x LN Se r \ SE ,lit. ST Q,� 98THST SE 86TH SE 86TN B7ffi_ SE ^.Nq f ;y,, r7 PL ST sr ®7iN 1,.1 '\ F(".s 0 _�_ j d: NE a '� SE TH S =r_ 3 NE 3504 -, Pl r' t�s z a 116 1 , �� S I T 101 3 �7� P104 TH ST %ST INC �. ! p a TM j � t� o� toL , m' F a S 90TH I ST #; " y co.... AL4Y o NE :3sfm- �,:� or��S SE 91ST ST, , �.._ .- __ . --- -- � eL ; I 0' - 0220o CREEK fL t� 92N ST 41 - �. �," " P�iPK -- --� °-- -- - B Izrs c�t N g 9 �, i F g'w o' > I ' ' NE 315T I f -... � t , /r AfAY 51 _i , S-, _ y N 3 T 8 7c�KPARk SEZ 93R0 CR ■ 1aoo xti 3 i tiI - 1 _� ' I lk _ 1z7oo N is N£ 26TH p� 90!_N� 11- � `� El SE 95111 rfo£ NE -- 'ti 28TH O ST , ., SE -, L2Vt1 s ®2005 Thomas Bros, Maps __ ----. 0 E F G VICINITY MAP N TS GENERAL NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH COAL CREEK UTILITY DISTRICT STANDARD SPECIFICATIONS. 2. WHERE THE WATER MAIN CROSSES OVER SANITARY SEWER, THE MINIMUM VERTICAL SEPARATION SHALL BE 18 INCHS, OR CONSTRUCTION SHALL BE IN ACCORDANCE WITH D.O.E. CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS). 3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED 4. SECURE SIDE SEWER PERMITS FROM DISTRICT PRIOR TO INSTALLING SIDE SEWERS. 5. MANHOLE RING AND COVERS SHALL BE SLOPED TO MATCH THE GRADE OF THE STREET IN WHICH THEY ARE PLACED. 6. STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIOR TO INSTALLING THE SANITARY SEWERS. 7. SIDE SEWERS TO BE EXTENDED 10 FEET INTO THE LOTS. 8. ALL PIPE TO CONCRETE MH CONNECTIONS SHALL HAVE KOR-N-SEAL BOOTS. 9. BASE MAP RECEIVED ON 4/3/07 FROM CRAMER NW, INC.. Call before you D�gv 1- 800— 424— 555 UNDERGROUND SERVICE (USA) UTILITY CONFLICT NOTE: CAHMN: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN 0 TH E N ES PLANS OR NOT BY POTH OLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT PACE ENGINEERS TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Approved By Coal Creek Utility District Date 5/23/07 LU SHORT PLAT SEWER EXTENSION 11T5UN of WASI.11 t u Ui i - x 1­6� �4, 78 v STA"" S'IOVAT. " I EXPIRES 07/07/ 1 IV �� 1v�:x 261011,�p ; `SIORAL EXPIRES 03/04/ JOB NUMBER 07009.00 SHEET NAME SITE PLAN SHEET__ OF 3 It C) M 0 .A O 0 S`3�56 o4