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HomeMy WebLinkAboutWWP3202096.1N. E %, N. W. %4, S. E %4, SEC. 9, T 23 N., R. 5 E., W.M. I L- LOT 15 RIM ELEV=370.63 �\ N 0'10'18" W 1 12" (W) & (SE) 86.16 IE ® CTR. CHAN.V59.1 299.14' _ - 158' 8"0 P.V.C. at 1.00% 6+, ' o -� �- STA • f' LOT 16 _'01) i9 4� 00 rTI , I I U1 17 _7 EX_ FENCE LINE _ _ _ O EXISTING �, ` � (TYP I CAL) O \� PROVIDE GATE IN REBUILT � ����� FENCE FOR MAINTAINENCE ACCESS OF SAN. SEWER LINE ° J _ SAN. SEWER E ISM i INV. 6.,� 361.89_____ - 16' -6110 P.V.C. S.S. 1� v, I at 2.0% ° x LOCATE AS SHOWN M.H. # 4 8 " 0 RIM 368.4 -X70o 20 INGRESS, EGRESS INV. 8"0 (In) 361.40 & UTILITIES E S M T -, `'' LOT 17 INV. 8„ 0 (Out) 361.30-' �� W -JNV.- 6"4-(In) 36T.57 1, N 0'1D' 18" W 10 -I 299 20' (CHANNEL M.H. TO o I EX. GRD --- --- -- -- --- --- --EL. 369.66 INV. 6"m- 362.82 0+42 (S L�J Ln F- CONSTRUCT 10MIN. WIDTH_ U VEHICULAR ACCESS ROAD (OR - APPROVED EQUAL) FOR SEWER MAINTAINENCE ROAD. ( FROM N.E. 7th. ST. TO M.H. M2) LL1 SEE DETAIL THIS SHEET. ry MAINTAINENCE ROAD TO BE U CENTERED WITHIN EASEMENTS. Q F- 299.26' rJ 0*10'18" W Z Q � J Q U_ n = M F- 0 LIJ - M 2.99.32' N 0°10'18" W NOTE: Contractor to use extreme care in construction of new sanitary sewer line adjacent to existing house located on Lot 16. Shoring may be required depending on soil (foundation condition Existing fences, landscaping and other lot improvements) within easement shall be carefully removed during construction and replaced in as good or better condition upon completion of the project. Contractor shall document existing improvements by photographs taken of entire project prior to construction. These photos shall be furnished to the city Inspector at the pre -construction conference. CONTRACTOR TO PROVIDE A SHORING PLAN, OR AN ACCEPTABLE ALTERNATE TO CIVIL ENGINEER AND CITY OF RENTON INSPECTOR FOR APPROVAL PRIOR TO PRE -CONSTRUCT ION MEETING. _ ' 5' EX. GRD. I N EL. 37 2. 01 1 N ! in f O 198' -8"0 P V.C. at 2.90% i EX. GRD. 372.25 I Li-- _.� u� - -- - N N I�U-)oG 1 NV. 6"0 365.02 I °n 1+18 (S - 2.0%) I V) I EX. GRD. EL. 372.65 ;1-- -' 5' SANITARY SEWER EASEMENT EX. GRD. - EL. 374.36 ---------- i N 0'1 ice' 18" 'A' _ . --- � F--- � ®, - - 1-38.527' I m! I ®® N LOT 18 w I � i � I ; I I ' N 0'10' 18" W -- -- -- --� 108.59 2' . S RIM EL= 362 04 LOT 19 IE 8" (S) 360.14 I Ln 30, • I N 0'10' 18" W 108.65T w w 5I• � cn � LOT 20 � z I o w w 0 I s w Q a_ STA. 5+99.04 5.73' Lt. NEW DROP CONNECTION 0 10 20 30 40 50 SANITARY SEWER MH (EX.) RIM ELEV=369.89 8"(W) & (SE) IE ® CTR. CHAN.=352.74 TOPOGRAPHY AND EXISTING INV. 8"0 (In) N.E.359.72 (DROP) UTILITY INFORMATION FURNISHED BY T.C.A. INC. (FIELD SURVEY 6/ 18/92) F ELEVATION DATUM= CITY OF RENTON BENCH MARK= CITY OF RENTON BENCH MARK # 110 R.R. SPIKE IN POWER POLE *821 at S.W. CORNER OF INTERSECTION OF KIRKLAND AVE. SE 8 SE 7th. ST. BENCHMARK ELEVATION= 344.86 NOTE: ALL EXISTING SEWER AND STORM SEWER PIPES ARE CONCRETE. LEGEND FIRE HYDRANT WATER LOCATION PAINT MARK + CENTER OF 3' x 5' ASPHALT PATCH POSSIBLE LOCATION OF WATER SERVICE CONNECTION ® WATER MAIN O GAS LINE LOCATION PAINT MARK C TELEPHONE LINE LOCATION PAINT MARK TELEPHONE RISER\SPLICE BOX UTILITY POLE T UTILITY POLE GUY ANCHOR WIRE CB RIM ELEV=361.78 IE 8 (N)=359.98 92067 PROJECT NO. SD _M H RIM ELEV=362.43 _ S.R.N. 12" (E) DRAWN BY 8" (N) & (S) IE ® CTR. CHAN.=359.53 _ January 19, 199 ISSUE DATE February 9, 1993 SHEET REVISION CHECKED FOR COMPLIANCE TO CZ SMNDIARDS dv_ _ _ 108.7 2 2' _ _ - �s ., I i o _ '3.��� ' ___._ ._ ate "z 1 i_.-O'10718„ W ��s w I 0 -- Date EXIST. GROUND SPOT ELEV. (TYP) --- 1 FYISTING FENCE W - EL. 376.15 T I_ LOCATE AS SHOWN _,,� ��" GHANN�L. M.H. # Z ^ 48"0 COMC, W ' I ,_� , ��-« %�� NA�-N�%ED FJiI A4 RCIVAL RFC; MMENDED r tJR APi`'RO�VAL RIM 376.2 Drs H -ro D RA 11J © "' r.4�v_' i '%0 BY �.c./ ` N4 . 6 I � INV. 8" 0 (Out) 367.15 INV 6"A (In) 367 32 I ® ��r,�,�r.�,�.�y '•�,��rY F 1'1, Jf N E 410 5T LOT 21 i SANITARY SEWER MH � 8' -6"0 � .V.C. S.S. „ at 2.0% ( E'S'M'T rr- RIM ELEV=363.51' _- 5 -_ _ �� r ►� 8 (E) & (W) -�s 1 i IE 4 CTR. CHAN.=351.86 NiN 0 10 18 W � 1 08.782 SALT o s 10'-MIN. . WIDE I VEHICULAR ACCESS ROAD V I i Foci I , 6" TOP SOIL W/GRASS VICINITY MAP ` - - - G" MIN. CRUSHED SURFACING BASE CRSE (1'/2" MAX.) I :3 RAnIPIn FNC_r.'%.1NF=F:R1Nn r7)F=R1C'.1kN NC SANITARY SEWER 1' - MAINTENANCE ROAD 4' ■ 130 ANDOVER PARK EAST - SUITE 300 - SEATTLE, WA. 98188 NO. REVISION BY IAPPR.I DATE 5-20960 1 �19.93 EXPIRES. 9 - ,f?3. _ CITY OF RENTON ' DEPARTMENT OF PUBLIC WORKS AN I CELLO SANITARY SEWER EXTENSION PLAN DESIGNED J.N.DATE JAN 1993 FILE NO. DRAWN S.R.N. CHECKED SCALE I" = 20, FIELD BOOK PAGE__ APPROVED SHEET___LOF__3_ DIRECTOR OF PUBLIC WORK- s_ � ��6 -a / SCANNED MAR 2 8 2003 RGUSON 6 SONS INC116506 V/ W P` tDt� 3 2 2096