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HomeMy WebLinkAboutW-395301C'7 C'7 LO C'7 Cy) 1 1 N N 1 1 ° ° \\ "/ TPH.0 o99210240 ; TPH.g s99210250 I TF)H,0 o99210260 II o 0 0 ° ° 3gg�� 0�00 �p� o33gg21 02710 I r- RATCH OF FENCE I"/SREPAIR--- 1 \ 1 8 N 1 \ \ \ \ \ N89°40'63"W o c\ co O N U) o \, ? M M M ^ 0 �� l 10"M \�7� c0 �p 11 c0 6' \ \ 1,'6• 8"SAOA 8"L 10"0�1^ "M �J 27V - M 3� s o N c0 7 �i / c Lc < < c0 cP O d I 8"M 10"M l \ \\\ \ \\ \\\\ \ o S i j\ 11 1 1\ \ \\\ \ \ 7>1, 0f0"OA I I \I \ \� \` INSTALL 8"X8" VERT. CROSS MJXMJ AT 1( III APPROX. LOCATION OF I \ \ I \ s M� END OF LINE FOR REMOVAL OF POLYPIG I 0 M EXIST. SIDE SEWER i 1 G o f F 116 M �6"M \ f %.:;.' : N 16 N 6"61 PER COR STD. PLAN 300.6. J j I CONNECTION TO �_ 0 2 STORY WOOD r Ig Dik 1QLk, `� "6 '0& 8" CAP AND THRUST BLOCK ON NORTH W BUILDING & ` •',. Lfl _ `I 6 REMAIN L67 S IEND�153. 0' END OF CROSS. 1 i I I BASEMENT - \ M W I I I I I I FFE=15329' IN. ND*153. 8 \ �.d u +,� \ \ FH ASSEMBLY �1 I II INSTALL 3' OFF EOP PER COR STD. �n1 0 W�'I I \ oP PLAN 310.1. FH IN 5'X5' CONC. \ • WI I oP-oT S r=aP-oT - oa='� - SOP-or��� L =oP_4r PAD PER STD. PLAN oP 10 - - - i7; • AT•• 1= SAS - - •GOS = - �•A� -- 1.45 GAS \ AS C/� o G \ `` .. WIR W N89°4 Z f 'W 7 N -V cD 1�6 ...: •: •. ^ :::::::::;:.,'.= �o ^�e, �cR � ,mac° c�0 J i Y D DRAIN = 4" CONC. CULVERT CULVERT i = 173,54 IE E. END=151.11' IE NW. END=15356' IE 4 FL OUT W.=172.69' y10 NO SE. END FOUND 1-INCH pV° PRIVATE WATER SERVICE LINE TO NEW METER LOCATION. /\\ \ �Gig�sg71g �� CITY TO RELOCATE i EXIST. METER FROM TALBOT RD. S. Q �U&M, AFTER RECONSTRUCTION OF HOUSE. \\ 6BFNC FF GAS - GAS GAS \ \� 138' - 8" DI W �I 15' WATER UTILITY EASEMENT 9' Tpm-94o5775004100 � \ 40 • 20 40 :• _A I I TPN o 0 o 99210300 Tpm o s s 99210310 12" CUP CULVERT TpII V o 0 o 99210330 lE SE. END=199.25' I W/ TRASH RACK 6 "0' O 10�OA' 6"OA 10"OA I i 6"OAl2'OA �� 1000.00' Sr208 06' / \\ 30 8"OA 1-INCH i - e 7��-1- ] Z 6FNC. _\_ _ OA 1070A g NEW WATER SERVICE FOR 3112 TALBOT RD. S. RECONNECT 0790 ��' O77 796, r'° c'° -0 o o o A11q 29 8"OA 8"OA 12"O 12"DA 14"OA \ \ �0 O 9 N \ N N \co 1\ " A BOA PRIVATE WATER SERVICE LINE TO NEW METER LOCATION. 4Z1' &:0A OA 8"OAl 6"QA \ \ cv \ \ \ I \ I 20FOT °2 \ 1 CITY TO RELOCATE EXIST. METER FROM TALBOT RD. S. 8"oA I 0�"oA \ \ \ \\ \ \ ` \ 026"CO AFTER COMPLETION OF NEW MAIN. 0 1�8"oA 1 \ '1,2 � A A6 2©0 2p0 d �8"OA \ _ 08"OA(" I \\ \ 8" , 'g 1 14 If 36M \ 12"M o �" �/ �i 11 1 0\ 1 O0C�1 �16COT �BA� PM \202.a 1 \ �1 06A 12� ACAS y �\i o `r ! t�J) 10 A /. o (0 �s" ` 1 ` \ I TI�AC,�II�' G✓ P� W N iJ \ 4 . . w w w 0"OA \ 1 I O 10"C ��n 8 M�° o cc'100' 870A I �r m O v I c' O ACA`.;1• w w l� / \ `r, x 2 STORY WOOD CONNECT EXIST. HOUSE \\\ " s M �I °ts N N I TYPE 2 WETLAND I BUILDING 1 SANITARY SEWER 8"M 6 M a �° ` 208M I M TO NEW SSCO-3, CONTRACTOR TO w / "8 M o8 A� M A�A3 w w w w w `p - __0�✓28 M oT ._crr VERIFY EXIST. SANITARY SERVICE DEPTH 6", s M \ \ w w w "' 6aM \ N fO M .- PRIOR TO CONSTRUCTION. � - -AC - GAS GA 38"C S .GAS . ' � 1 L vn �-�� AS UA 4.76 /o " 20 1fi"C SS f0 VA ;,�•. \ <: s"o i b: A - 1 ' d' <J J � 0 4� O \ 3 I 30"M o O 4 f0' 2- O c0 � � N `O : OA 8"OA 12"A o � Q 6 6� cl' 6.5BFNi� \ 1 N HWFNC 6 - 1 18 989.81' a� T--BAR POSTS 0 4 � 186 I CO-3 D px 1 I CO-2 RE=181.3 I 1 � RE=174.3 � � � IE=177.2 IE=170.2 J z G� a II °92 °�a °�a °�a BUILDING we, Q �°°' II �°°� �°� �°& �°�111�\1 BUILDING ���� o�� co L I I o II II ��� i ����o i �� i � �I i I O'�Oo � �ge0 I' �'� �Oo �� IWO q I \� O O II CO-1 =:$�� 1 1 I IP RE=173.6 `a 6°04 PoM 174.5s IE=167.4 6 PVC lE 170. (N) \ 12' CMP lE 170. 14 (E) P � 12"PLUM 1z_auP lE 1ra s (slh 27 LF 6" SS FH - - - - Y ' CONNECT TO EXIST N s7 .59 13 50 4 8-INCH SS COR STD. PLAN 406.1 �. 32ND PL. IE = 166.7+/- -i/� � u a a �CB 8232 - RIM = 188 62' - 4pm -68992102 o 0 O 1 M. vivo, error- 1. -0.v A / / ( _ 1j�6.71 / CONNECT TO EXIST. 8" DI W/ 7 o Pv l E.�. /OUT W 1-8"x8" WET TAP AND TAPPING / / _ _ _ _ _ _ lE CTR. CH L.= 177.10' GATE VALVE, PER COR STD. % SSMH 7535 PLAN 300.1 RIM = 17320' CB 6003 I 1-THRUST BLOCK IE 8'PVC. IN E.=166.28' 1 RIM 72.91 IE 6 PVC. IN NW.=166.75' 1 I IE 8"P C. OUT s=166.06' 8" CMPIE 'CPP I1 68 39(NW) W)1 12) (n I I CB 7608 RIM = 99.15' lE 12"CONC IN N.=94.39' I lE 12"CONC IN E.=94.23' IE 12"CONC OUT W.=94.15' 12"CONC CULVERT I IE E. END=94.88' CB 7610 RIM = 98.94' I IE 12"CONC IN E.=93.21' 12"CONC CULVERT IE 12"CP OUT N.=9339' IE N. END=96.45' (OUT IS HIGHER) �^ I IE S. END=96.81' 0 I 8"CMP. CULVERT u1 IE N. END=98.00' IIE S. END=9&28' (BY CITY FORCES) I CUT AND CAP 2 EXIST. SERVICE \ LINES AT THE MAIN. STREET RESTORATION PER COR g STD. PLAN H032.1 oi' �� ` \ TPH. . W �o > O W 12' EASEMENT W FOR ROADWAY. THE N. LINE ♦A OF THE S 106' 1 V / REC. N .3669076 ► W GAS - GAS °P-O GAS Z m co `N-N- 0 a• �0 1 \ SSMH 7577 r ' \ RIM = 186.71' \ 8"PVC IN E. & OUT W. IE CTR. CHNL. = 177.10' C� C GAS N \ RIM = 172.8 IE = 170.36 (12" DI, S) APPROX. LOCATION EX. WATER 18 r_ 17 m D 17 O Z 16 CONNECT TO EXIST (`') M � cIt(.0( _ 00 p+ N II II II EXISTING GROUND @ Q II Q (U) II II PVI STA: 0+64.46 U) 00 w 00 Cc w ELEV=173.81 w K=8.84 =15.00 (.0 't (fl LO M (O M 00 (O M - M LO I- I- r_ CD 11 CD II W W Q Q MIN. DEPTH 3' J H I J IIE 12"CMP IN E.=184.93' IE 12"CMP OUT W.=184.76' lE 8"PVC IN N.=185.15' FINISHED GROUND @ cL EP: 2+06.35 180 U U m W -�- 0 118' - 8" DI W CO-2 RE=174.3 E=170.2 CO-1 RE=173.6 103 LF 6" SS @ 2.69% I E=167.4 8-I114CH SS 0+00 0+50 1 +00 1 +50 2+ 6 27 LF 6" SS @ 2.69% SCALE: 1" = 40' HORIZ. 1 " = 10' VERT. PROFILE - A 1 PER CITY COMMENTS JJJ 8/15/17 JJJ SURVEYED: SURVEYED 2 PER CITY COMMENTS JJJ 11/14/17 JJJ I DESIGNED: I JJJ j DRAWN: JJJ w CHECKED: ,az, NO. REVISION BY DATE APPR APPROVED: J 11 SCALE: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 175 170 165 1 TG 1 LJ 41' C) C) 1 co a J EXISTING PRIVATE SEPTIC SYSTEM FOR 3112 TALBOT ROAD S. SHALL BE ABANDONED IN ACCORDANCE WITH KING COUNTY DEPARTMENT OF HEALTH REGULATIONS AND CITY OF RENTON MUNICIPAL CODE. NOTES; 1. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES, AND VERTICAL BENDS SHALL BE PER COR STD. PLANS 330.2 AND 330.3. 2. ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED -JOINT RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR APPROVED EQUAL AND CONCRETE BLOCKING. 3. FILL AND COMPACT ALL FILL AREAS TO FINISHED SUBGRADE EXCAVATION FOR INSTALLATION OF NEW WATER MAINS. N',, ' CITY OF RENTON P"R Nkalv Planning/Building/Public Works Dept. Know what's below. call before you dig. S-395301 W-395301 Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS J DEVELOPMENT ENGINEERING 4 �' WASTEWATER UTILITY A ' N~ L.L B. Bannwarth 06/12/2018 dchristen 06/12/2018 p WATER UTILITY +. LLJ Abdoul Gafour 06/19/2018 � VALLEY VUE SHORT PLAT DAT8/15/2017 i RAD HOLDINGS LLC FIELDBOOK: B 0 0 K I j PAGE' PAGE J DRAWING NO: J SANITARY SEWER AND WATER C5 PLAN AND PROFILE SHEET: 5 OF: Q