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HomeMy WebLinkAboutS-224701a s a SE 4/4 SEC. 19 ,TWP.23 N ,RGE. 5 E W.M. OF RENTON I 1 I DATUM: CITY Ex (.B BENCH: NO. 2484 TOP OF I /4" BRASS PIN � T_ CE I TOP 4C,8 _ SET IN CONC. FILLED 2 "I.P. IN A ' �, ; - �7 - - -_ !I rte, � 'T 1 IE. 15� it -'L CON (_(N's) MON /CASE 1.5' SE OF THE CONSTRUCTED 1 ; i ', 1 R r N 1 I ) INTX. OF S. 21st ST. & TALBOT RD. S. N-1721-6-7-.8 �/ i' 12' F _ P. S_ 1 1 1 E { 4 ELEV.= 203.99 FEET 62.176 METERS E 1300185.48z'y I f E I- T. 1 C 1,1 CULVET ' L NOTES: ��E � 1. LOTS 5 & 6 MAY REQUIRE INDIVIDUAL v / �� o8 G S. 18th ST. _ PRIVATE SEWAGE LIFT STATIONS WHICH N88 °30'58 "W \' ��- SHALL BE DESIGNED IN ACCORDANCE WITH __ - - - - - _ 6,. I z CITY OF RENTON STANDARDS AT THE TIME � ' -�� ' - - - -g - - � t � � �. � OF ISSUANCE OF CITY OF RENTON SIDE ;� ; ` �wj �� i ��- --- -', - -- �� - -_ - -` =`� _`_� © °5873 E n.,.. ..._a__ 2. SANITARY RSEIWER MANHOLES ARE E IN 1300674.51 i/ ii r ;/ SIN 117213L67 - - - - - -\ -� t - - - - -= - _,`\ - d`T. 12 �y -- -\ _ N31+11 , W a- \ STATIONED TO CENTER OF THE r - - �1i to Z STRUCTURE. SANITARY SIDE SERVICES ARE f INV 168.20 \�' I JI\ /\ E 1300213.64 , L_ STATIONED TO THE CONNECTION POINT ON / 7 i ,y THE PROPOSED MAIN. // / �' % - \ N 1` 2125.44 ., ` f 1 ` I W \ ; MIN. F.F.- 172.5�� .$!.- 3. ALL 6" SIDE SERVICE INVERTS ARE MAXIMUM j/ �, E 130.0221.47 ® I Q ALLOWABLE INVERT. ELEVATIONS REQUIRED EXIST. 16" CI. 20 LINE \ 8 P / /r r INV. 16 . 6 \ 11 TO MAINTAIN MINIMUM 2.0% SLOPE TO ER CIT'f 0. 4EdTON \ % \ \ - I , (Ili -✓fc4 PROPOSED MAIN. SEE DETAIL 3, SHT. C10 ASBUILTS) i8rf i EXIST. SSMH. �S) \ 'l5' SANITARY SEWER \ MIN.'F.F.= 172.0' I I� I 48 FOR MIN. ALLOWABLE COVER REQUIREMENTS. TOP= 175.83 } j 167.54 EASEMENT INV.= 169.04 i� 1 I 1� N 172082.04 CONNECT TO S� \ MIN. F.F.= `171.5 E 1300131.33 �' - EXIST. SSMH > �• i / � � � \ � � `•\ �' INV= 169.54'' -------- - - - OPEN CUT AS REQUIRED. ALL c2 / I� INV. 171.00 �' ` i MIN. F.F.- 1;72.5 WORK TO CONFORM WITH CURRVNT �. \ 12 96-9 1 R W I I m s (4/21/95) CITY OF RENTON TRENCH i "SEWER MAIN AT CROSSING SHALL CONSIST �X ` ` N, 17, 204-6. I ' lir +' o° ��� O Z �� RESTORATION AND STREET OVERLAY - - OF E SEGMENT OF THE MAXIMUM STANaARD `' ` E 130p396.04, I I r o O a v i �, ��� - -�1 I- °_ REQUIREMENTS. PATCH PER /DETAIL LENGTH PIPE AVAILABLE, BUT NOT LESS 1HAN >> i _ I o •+ I o N I 5'= i 4, SHEET C70. �� 1� / 18' LONG A SHALL BE USED WITH THE PIPES x i I I nR r ULT� o . I li D Z �a (TYP.) i i/ , \ INV.= 169.57 11 r.IT P,;. r L I I W mo CENTERED TOM IZE JOINT SEPARATION. THIS N 172638.23 N 1 i SEGMENT OF PIPE S L BE INCASED IN CONCRETE ` Q I I = \ �� \ `E 1300403.29 1 11 �� / OR IN A i /4" THICK CO UOUS STEEL CASING m E WITH ALL VOIDS PRESS TED TED WITH SAND- N CEMENT GROUT. TYPICAL, 2 -PL4 o'- 7 Q. N 172013.22 % i '-1 C�vv' E 1300094.60 �8 ` ` Z \ I - - �J� MIN. F.F. =.174.5 �v 02 � C� v ..�pv�s I �. n� icn o o � I� ' 1 -6 "PVC SANITARY SEWER STL�B,(TYP.) �S2.0% MIN. UNLESS OTHERWISE or' �+ ' v � /I _ ��° %� \ o� k1 ��`� _ MIN F.F. 172.5 I olol %Z �� �'� �� p A INV.= 169.22 v� I g1 - -�� INV. 173.23 / � � � A� N 172006:19 nn.,, /�� .� 1300402.11 mac/ � � I A 15' PRIVATE SANITARY SEWER EASEMENT I SSMH 11 TYPE B -54" a4 �Ec 7.5, \ rn MIN. F.F.= 177.0 STA. 12 +21.13, 31.87' RT. \` \ Ilv , � � I � � INV.v.170.12`', C = 10 3.164 SNOOD J _ � � v N 171'957.72 N 171948.46 _ DECk ` � E 1300432.33 E 1300278.64 ���- - v N83 °17 7 -�'. _� -- LtJ I E JST. EXIST \C.O. \ . \ 2 .70' I P PEILE.0 'E.,)I 6 W 90.91' �� �� 1 CONC. W.' <.',EXIST. ) N88�0 58" �� � ✓�.I rE II II � � � a ��ev►� IgO R 2 Q, HOUSE LOCATI6N APPROk. \ MIN. F.F.= 183.0 n '(TO REMAIN �{ ®� w 1 MIN. F.F. = a 82.0 rn rn i \ c XI�.T_ WATER, iv ETER MAV W I T�� G T L s IIi3N 4L � a % r���} o Z - -� MIN, F.F. - `173.0 1� SrL�� T I�O; <, TYP_1 \ EXIST - 1 '�sF' z EXIST. 6 "�7CP < L, J / I ` °� L6CATION APPROX. ° HOUSE Q INV. 179.10 m VA ' EXISd- �i ( ). o��� PUhJ1� INV. 180.00 i� �1 GRAY i z P 11 1 1 F,11 I �_ 4 �� _ L T`- -� EXIS- L•,flQUCCRIVE I` 1 RcTEI�L�'E E�IST.j 6 "- vr� 2 r IS�T��IRE HYDRANT �- ��_ �� ` 1 LSJDE.$ExISER�ICE ,' CONv ��rVALK 5' R/ EDICATIO I, 1 - ..��� \. '� <, TL. '�CONTAGTOR�LC ) y, t � v v �sa_c� w w 14rATER i<IS I�; T _ STAI,IDPT�� _ - - - , am - ME.1 - -'vv 7 - - � -- - -- -r; �ti, 1 }4 14'1 a 000 z c \J�- E �IqT. l` l /tfAT 'HII�H PI,. .�JU F',Ep -fit 1 f, I _ Y -r�j� 'IT ' } } O 1 - 1' i - SS - - - CV 1 > I w v 1 S. 19 ST. d -- �I I SD- - . - '+ �'' - E 'i 35 0' 35 +� h01� c� c� t �:`� - - %9e E.KIS/.T _4" 1' /ATF ��� ��( o- A' i Vv SGT - CI � �I _ {{ ww \. _ r MAIN L rd PRESSURE) r40v4 RESFP,`iCl ;'' ,' _ ➢ INTERSECTION q� INTERSECTION 0 Y1�i� ( P �- - N 17185,6/46 N 1M200T.12 -I' % - T - - - STA_ 10 +00.00 (BURNETT AVE. S.) E 1300'341.20 N 17150.17 �FN 0 Dy T w w ' STA. 20 +00.00 (TALBOT ROAD) I i STA. 32 +48.08 S�9_i STREW - - - - - - - E-730475.12 GROUP li' ®UR lj1G+, E 1300061.78 / ) - - - - - �P .= F EX, SP °1 - STA. 30 +00.00 (S. 19th STREET) I I N 171855.32 w w T F 'C^ N 171861.75 EXIST. CB -E S1 4" -I?_i LIIEE1300276.23 EXIST SSMH. CALL 48 HOURS 1�/� 16030 JUANITA- WOODINVILLE WAY NE uj� E. E 1300028.23 OP 1 °I i1S EP ,_,TT F REIJTCIJ TOP= 184. ,,,g� �� BOTHELL, WASHINGTON 98011 " 'S _ 1 BEFORE YOU DIG E_ DO -,I C. E. 1 .' _ _ E.= 1 ) 9° rs (206)775 -4581 (206)362 -4244 FAX (206)362 -3819 / E II'LT�,. S NAL SURVEYING ENGINEERING PLANNING MANAGEMENT `� IL800- 424 -5555 So �� � (N K) o Ww m? l EXPIRES �!. z � 118 117 16 115 14 13 12 11 10 9 8 7 6 tm'xr OX '01 88- -__ -- _ ._ - - -- - I A I I IA I I I 1A I I I I I Al 6 7 8 9 10 11 12 13 14 15 16 17 18 1�