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Home My WebLink AboutS-05130ENOTE: 12 -11 -95 TEE RT 17 +14 12 -11 -95 SDMH �P RIM 37. 12 -13 -95 fi PVC 4.50 12 -13 -95 6"PVC 5.50 CONTRACTOR TO RECONNECT ALL 6 "PVC 4.00 �ti 6"PVC 2.70 l CONNECTION ELEV. 33.09 CONNECTION ELEV. 34.70 ACTIVE SIDE SEWER TO 141 PARK CONNECTION ELEV. 31.22 CONNECTION ELEV. 31.30 12 -12 -95 TEE ELEV. 31.43 TEE ELEV. 31.56 AVE N, INACTIVE SIDE SEWERS TEE ELEV. 30.91 PARKING RIM 36.81 PT J� TEE ELEV. 30.99 6"PVC 4.00 TEE LT 19 +24 TEE LT 19 +43 101 PARK AVE N SHALL NOT BE REPLACED. TEE LT 17 +42 REMOVE &REP TEE LT 17 +63 CONNECTION ELEV. 32.89 EX. ALLEY PAVEMENT L,J O r2 36 n� e ELECT. TEE ELEV. 31.25 11.0) I STALL NEW z N VACANT 141 PARK � AVE V N ND TEE LT 18 +69 +Q �o3c� 1174 N 1ST ST 6' PVC 4.50 w TEE RT 19 +05 �O 17 +90 11 PARK AVE N CONNECTION ELEV. 33.5 1 _ w 8 7 6 12 -11 -9 127 PARK AVE N 4 3 TEE ELEV. 31.61 v s Q 104 PELLY AVE 6"PVC 4.25 p`'� y� 12 -13 -95 k� SET MH #D -8 12 -13 -95 n.N�.�w.....t~1 BSMT 32.71 tv TEE LT 19 +63 S � cn,w ; BLDG 5 END MOVE &ABANDON 2 END RIM 37.70 w SET MH #D -7 W /PARKIN 18 +95 o tBSERVATION WELL 19 +81 IE 31.74 N 12 -11 -95 3' HO WIRE UNDER BLD Y 12 -12 -95 U' 12 -13 -95 CB CB REMOVE & EPLACE FENCE W/ PL UGGED B a STACKED RIM 37.38 RIM 37.61 SPEEL UM & m SLATS RI 36.9 CMU WALL A TO DETAI ING IE W 35.63 ; IE 35.87 TRAFFIC SI S 6 U SHOP IE 33.92 36 a U 4' WIRE SPHALT PARKI G 0 cn w G ASS m BUS S A C STI TS NEW 8" SANITARY F CE ONC � VE CLE NO Q STA 16 +85 0 cn cr) ENE 5�., M m �# ° : A/ SE GRAVEL DR. E GE 1 - �A OLE BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 RIM 36.0 SE GA AGE IE E,W 3 67 ASP ALT 3' CEDAR PAR ING FENCE BLD 33 IE 30.64 N/S 8" 18 112 PELA AVE N 10 PELLY AVE N 108 PARK AVENUE NORTH M1C ti N 2928.99 pc E 4266.27 CITY MON # M / C \ 60 X \O • ti l 5k" Mlc w 6Q INSTALL NEW SIDE SEWER IN ACCORDANCE WITH p CITY OF RENTON STANDARD PLAN #BO 78, N 3217.12 72 TEE RT 18 +17 21 � E 3980.10 02 TEE ELEV. 31.12 CITY MON x DRAWING # BR -39. z TEE RT 16 +82 TEE RT 17 +14 REMOVE & REPLACE SDMH �P RIM 37. a TEE ELEV. 31 SPEED BUMP & 6 �ti 3 6"PVC 3.00 CONC. PAD TRAFFIC SIGN 4" PLANTER 5�' p�G ri a 12 -11 -95 ASPHALT CB CONC. CURB CB j z cD o�I tip....- w+ PARKING RIM 36.81 PT J� G� z� V) LDG_ • JP �O SD 8" REMOVE &REP ACE STA 9 +80 \G�� NEW 54" 4 MH #D -8 5� N: H c0 N_ Q XF-� EX. ALLEY PAVEMENT cn 36 n� e ELECT. 0_ W W L�1 11.0) I STALL NEW VAULT N .......................:25 �� pi/W+ASS& /sr 0~6 20 BSERVATION WELL r +Q �o3c� Q �rn iD PROFILE TEE RT 19 +05 �O 1 PROBABLE LOCATION OF BURIED �N Z� r 20 TEE ELEV. 31.36 G POWER, TEL., AMD CABLE TV 19 Nr' tx CONNECTION ELEV. 32.66 CONDUIT ELLY AVE N 02 0 104 PELLY AVE 6"PVC 4.25 p`'� y� 12 -13 -95 k� SET MH #D -8 12 -13 -95 l 5k" Mlc w 6Q INSTALL NEW SIDE SEWER IN ACCORDANCE WITH p CITY OF RENTON STANDARD PLAN #BO 78, N 3217.12 72 TEE RT 18 +17 21 � E 3980.10 02 TEE ELEV. 31.12 CITY MON x DRAWING # BR -39. z TEE RT 16 +82 TEE RT 17 +14 TEE RT 17+ TEE ELEV. 30.68 TEE ELEV. 30.82 TEE ELEV. 31 CONNECTION ELEV. 31.79 CONNECTION ELEV. 31.85 CONNECTION 6"PVC 3.00 6"PVC 5.35 6"PVC 3.50 12 -11 -95 12 -11 -95 12 -11 -95 W O. F,.1... �m N .... , - � tc Z � Lu I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL (V W N n Q N .. ... ..�... ..� M to _ `fl w `�~ a�O a t6 X: �.� n r) 00 F.D. RINGEL L.S. 23613 DATE: /0-2-1-2c M cn.....�� N S tip....- w+ w f+GS 2 �' z� V) : co 00 2: �e ... V)zut a'ww.: W U ...........Go w ....:......... + N r w Q CD ELEV. 31.85 6"PVCC45o ELEV. 33.39 1010 N 1ST sr PELLY AVENUE NORTH 12 -12 -95 PLAN \ x SCALE 1" = 20' m 0r p r) (o "� ........ . L-j I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL (V W N n Q N .. ... ..�... ..� .... SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY UNDER MY DIRECTION. ........ ........................... }...N ..M... J.N..... w o0 F O y� U I- U-) J m �.� n r) 00 F.D. RINGEL L.S. 23613 DATE: /0-2-1-2c U ^ Cp H K o l0 N � M j ro d r7 r7 r) rJ tip....- w+ o //`}� w w ir r�xa°o wmron m0Dp0z - 1n x o�°wz r1-(n cp /30e to +.Q.g.+ v.. +rn.z. C) t 003 w 0) cli M: in. C) ''3 2: �e - +Q +Q U F- � a0 (7 - Q �: 0 -15 Q CC) V) Q 000 Q 0 N: H c0 N_ Q XF-� c0 .- N cn 00 Nz L1)cn 0_w WF-XH�� Ir N0_w w cn 0!ww W (n 0_ W W L�1 11.0) c~n u�i . r- EXISTING : GRADE... ..~ u\. ........................ . 18 +00 N .......................:25 +.4589% �I I 35 ............ ............................... .. ...:.......................... EX, "1.2 °:SD.. __ PROPOSED GRADE �LENGTH:UNKNOWN -- _ _ _ Q (r � 0 N 25 .......� ... . +..... .. + .. . 1.1 N N c o r �< .I.. N .....N.. ........ 17 +00 N REFERENCE NOTE 1 RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLAN # BO 79, DRAWING ,f BR 33 AND STANDARD PLAN # BO 82, DRAWING If' BR 35. -J f -0 . NEW. 8" PVC. SANI -TARP. SEWER ........ ..... . ...... . . . . . . .. ........ . L-j I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 4. EX. 8" VCP SAN. SEWER SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY UNDER MY DIRECTION. 291.2 LF 0 0.38% J Lam owiREs 9/+1/ 57 F.D. RINGEL L.S. 23613 DATE: /0-2-1-2c F+ w+ r)....... w+ w+ tip....- w+ ...... _tal W+ w+ w+ /30e JOI o= w+ wQ wQ wQ - wQ - wQ - - WQ - w F cn ................. �. n.N... V) � 11.0) ...... 18 +00 N .......................:25 �� pi/W+ASS& /sr 0~6 20 19 +00 +Q �o3c� Q �rn iD PROFILE +Q rn �N Z� SCALE 1" = 20' H aao �r of Nr' 1" = 5' V i a 1 f 35 ------ - - - - -- A8 -BUILT CERTIFICATION L-j I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 4. LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY UNDER MY DIRECTION. 23613 ME OR Lam owiREs 9/+1/ 57 F.D. RINGEL L.S. 23613 DATE: /0-2-1-2c i a 1 f 35 ------ - - - - -- L-j ----- __ -------- .0 30 '05 F+ + /30e JOI o= lkf N Of J� w pNp N + E. BERG ....3 �. n.N... V) � 11.0) ...... N .......................:25 �� pi/W+ASS& /sr 0~6 20 Nrn +Q �o3c� Q �rn iD Qrn r V)� +Q rn �N Z� o� aao �r of Nr' �.U) (n Lo n.N�.�w.....t~1 �oFeyc70BS .................: 20 +00 \ 10NAL pP1R 3/26/95 S -0513 C Yf"I r �. a I w