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HomeMy WebLinkAboutS-05130ABENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 PELLY AVE N FND MON. i CB N3217.17 127 PELLY AVE N 123 PELLY AVE N 3 ( 121 PELLY AVE N 1 -16 -95 RIM 35.49 E3979.85 6 PVC 6.20+45' I0" / 5 11- 15 -95, 11 -15 -95 2 C]DNNECTiON ELEV. 33.99 S 1 EV. 31.34 IE 34.09 N 4" MH (METRO) / 6-PVC 4.1p +22 -1/2' 6 "PVC 250 +22- 1 /2'(6 "CONC) ELEV. 28.85 IE 34.14E 6" RIM 35.68 CONNECTION ELEV. 28.37 CONNIE ON ELEV. 30.56 AREA OF PROBABLE ELT 17 +00 TEE ELEV. 2 0 TEE ELE . 02 BURIED POWER, TEL, 1 P�� c-D / TEE LT 1 80 TEE LT 6 +02 AND CABLE N [11-16-95 � CONDUIT CONNECTION ELEV. 32.40 G• REMOVE AND REPLACE 11 -16 -95 TEE ELEV. 28.86 �L ' EXISTING ' LLEY PAVEME T 6 "PVC 2.75 +22 -1/2' MH TEE LT 17 +01 �O �� SD MH w 11 -15 -95 5 CONNECTION ELEV. 30. 4 RIM 35.99 I/ / RIM .99 � 6 "PVC 2.50 +22 -1/2' 38 TEE ELEV. 28.66 TOP 8" TRAP 32.49 Go IE 32.29 S 12 CONNECTION ELEV. 30.7 TEE LT 16 +63 TOP 12" CONC- 32 -40 POWER IE 31.66 W 12" L TEE ELEV. 28.22 BUILDING VAULT ® G� ® IE 31.56 E 12" UW) TEE LT 15 +39 BUILDING / o CONC. N W 8" SANITARY SEVER C O N C R E T E / PAD. BUSH \ + LAID TO HERE 'n GA O 1 1 11 -15 -95 1 CB Q - -- -- -- -- -- - � RIM 35.55 V) 1s _ _ c�5 IE 33.30 8" W POWER IE 33.65 W 4" VAULT IE 33.55 E 4" GARAGE ROCK /SHRUBS 1 GAR. GAR. CONC. U GAR 6 CB Q 36 RIM 34-79 RE OVE AND REPLACE IE 33.39 SW SP ED BUMP & STREE ' IE 33.54 W 4" / �� SSMH 54 TEE RT 15 +36 SI NS IE 33.44 E 4" / TEE ELEV. 28.21 TEE RT 16 +00 RI MH ® RIM I CONNECTION ELEV. 30.3 TEE ELEV. 28.43 RIM 35.06 �ti IE 29..10 10 N 8" IE 30.81 E12" L ID 6 "PVC 3.50 +22 -1/2' CONNECTION ELEV. 29.87 IE 30.91 W 12" C3 G REMOVE EXISTING MANHOLE 11 -15 -95 6 "PVC 2.00 +45' ; IE 31.66 NE 8" STA 17 +03 11 -15 -95 IE 30.81 S 8" MH NEW 54" 0 MH #C -5 TEE RT 15 +60 RIM 34.98 REFERENCE NOTE: TEE ELEV. 28.30 / O1 RECONNECT EXISTING SEWER SERVICE TO NEW CONNECTION ELEV. 0.17 �� IE 27.43 E & W 10" 6-PVC 3.00 +22 -1/ ' 8" PVC SANITARY SEWER IN ACCORDANCE WITH �� C-\ CB THE CITY OF RENTON STANDARD PLAN # BO 82, 11 -15 -95 1 FND MON RIM 34.68 DRAWING # BR 35. 108 WELLS AVE N 104 WELLS AVE N °��/E3708.82 `'� IE 32.58 N 10" `� � IE32.78W &E6" WELLS AVE N PLAN SCALE 1» = 20' rn z0� J O W -I- W U cn Q W Q I- W U) U) ......: 30 E. BER - .-. Lo - O U 25 N 17srE1° eSS/ONAL FNO` . _ . . 18 +00 EVIHES 3/26/ HAMMOND, COLLIER & WADE - CITY OF RENTON LIVINGSTONE ASSOC., INC. U Im i SEATTLE, ) 632 -2664 HCW.L WA 98103 -8090 (206 ALLEY BETWEEN PELLY ND WELLS , ALLEY Y L : N J Q ................ ......................45 ........ - o N X Z Q EXISTING GRADE : +w d nU �,Z U) 40 ......................... ............................... ��. n __.... w � m F --r � Fy W PROPOSEDGRADE : w x 35 - - - --- ----- - ---- 0:85 -- ---- ----- ----- EXISTING 8" VCP -- SANITARY SEWER - ------ - - - - Y NEW 8" PVC SANITA Y SEWER ~ °n° a � 202 LF ®0.44. J _Ld � W �cn 25 cow .. J o, :...a '`1� n: b ........� �+ -' b... �+ w .� N O 'b 3+ �+ w J ....... � + LJ o. . ' w LrJ 3o T.. w^ w >` ............ �w ' a �O +w w +. w w w 10 n o Q Q Q. N Y r7 U Cn (n co U) (n Cn u) N � u in in N �- 15 +00 16 +00 17 +00 PROFILE SCALE 1" = 20' H 1» = 5' V W AS -BUILT CERTIFICATION C� I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL G~ r" LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY 3613 ME OR UNDER MY DIRECTION. f Tasd° �AC1L LAN9 EWiaES 9/11/77 F.D. RINGEL L.S. 23613 DATE c ww •27•dfl,� lu Pi y r . I i J ......................... 45 ........ ............. I ......... 40 ........... ............ ....... : 35 S -0513 I : S4bOftTi30A ......: 30 E. BER OF WASAI'a , 'AO of Z 25 N 17srE1° eSS/ONAL FNO` . _ . . 18 +00 EVIHES 3/26/ HAMMOND, COLLIER & WADE - CITY OF RENTON LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS 4010 STONE WAY N CENTRAL RENTON SEWER REPLACEMENT SEATTLE, ) 632 -2664 HCW.L WA 98103 -8090 (206 ALLEY BETWEEN PELLY ND WELLS , ALLEY Y L I :