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HomeMy WebLinkAboutWTR2703227.2NE 114 SEC. 19, T23N, R5E, W. M. DWG INDEX: IR98046A 1 59 �� _ °.. 035113-XREF-DE00 1 zcn 0351IJ-XREF-SP00 o m 26.81 g0 035113-XREF-GP00 ' m RLM EX. SDI 26 I ( I r*T EX RIM r ii PARTIAL RE 035113-XREF-SD-AB --In = = EX' 035113-XREF-SS-A8 M M 035113-XREF-WA-AB m m ' a' M 035113-XREF P000 I -' o z r. o 0351134REF-U100 cn ! N 27 4-:6 E m N C) `III W MA TCy 30' m w Exis��l D ® NOTE: REPLACE EX. ~ S _ 6" FIRE SERVICE o c `q FROM GATE VALVE ) '` z WITH NEW 8" SERVICE I N o 26-83 0 , �4INSTALL 1 " IRRIGATION METER k, W BACKFLOW PREVEFTER, AND w C3.1 C3.1 SERVICE LINE (BY DISCOUNT TIRE) EX. 6"0 2 74 ------ - � EX,1 1 2" WA 0\ �G� EXIST IN 1 1/2 C DOMES WA TER METER / PROPOSED FIRE DEPT.- CONNECTION -- - _ EX. -29 \WZ27 Q�0 B r ! EXTRU D CUR 94 / o. TALES FA q O o S PSE POTELCO TRANSFORMER RAISE RIM e A TO EL. 2 7.9 4 & VAULT N J a� 00 cQ 0 Q UQ A �Ln 00 UO .(ON O O CLQ FIRE SERVICE LINE -230 LF 8"0 D.I.P. 1- 8" SPOOL ' I AI j -� 1- 8 "x6" REDUCER (MJ) 3 8" 90' BENDS (MJ) 1- 8" 45' BEND (MJ) W/ THRUST BLOCKING PER C.O.R 1-8" DDCV ASSEMBLY W/FDC & PIV (PER C.O.R. STD. DETAIL B099) SEE SHEET C3.1 FOR DETAIL RECORD DRAWING FOOTING DRAIN POINT OF CONNECT JJ c. THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY THE GENERAL CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, W&H PACIFIC CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS W41CH MAY HAVE BEEN INCOR- PORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION. 1 N SCALE 20 I I I ( FEET ) 1 INCH = 20 FT 88 LF 6"0 PVC -� SIDE SEWER @ S=2% MINIMUM a\ � 4- BEDDING m u JS, " EXHIBIT " Z � / O I m O 1` `.., II RECORDI \ c� �(� 9 O- ii I , LLS o tioF �T ��f 951228178 o 0 `; PSE POTELCO ro�F �O N �� A (1) /4"0 PRIMARY sy� °0 8j ' o ;� ELECTRICAL CONDUIT TO �' �' n A S 27.g4t ,_ VAULT ® THE APPLEBEE'S ��-, _ NORTH PARKING LOT *r O - D _ 00000c-a \ -iO ' r z o EN �^ 28.35f���5 NO. �n . i ^ �t-r � D 32 +® 0 SEE IT E t �� TOP 26.9 ' !NV.1YN 21.T , a' k NOTE/ -SHEE) i� � � � FL lNv.15,E 21.8 q0 � � ' lNV.1§W 21.5 8.35 hl�� rl S� / I ' 8 9p I - +Nv.e s z1.s S� I PA k'I? S 28.85 28.35i i _ "J �7 . j 1 ! ff 27.20 40 LF 1/1/2"0 ' 28.3ot PRIVATE DOMESTIC EX. CB WATER SERVICE LINE \ / �9 ��i�'`�° NEW I.T. IN I \ BEYOND METER 28 95 Q c.��i EL. 24.P5 /� EXISTING `--10' Ut W WATER I PIV \ cod p 2s.3otl.OU� EL. 24.18 DETENTION } LINE EASEMENT- A DfTOR S FILE q�A I VAULT E SEE TITLE REPORT N TE 8-SHEET 2 #6FL FL 95 - 1 FOOTING DRAIN ii �qTF ) ............... 28.9 DISCOUNT TIRE C.o. 28.35t �Fqs� OIL WATER SEPARATOR i ,- I. E. 22.00 FF= 2 9. O Q \ #7 C. 0. 2s.33 1000 GALLON NOMINAL CAPACITY 28 35t ` 2s.�M SEE SHEET P-1 FOR DETAIL - I.E. 23.95 .0. 8.30 2g.90 (1) - 8"0 FIRE 8 28.15 �- Ex. �+ INSTALLED BY SITE UTILITY CONTRACTOR WATERLINE C. 0. i SEE SHEET C3.1 FOR DETAIL EL. 25.00 #5 ' t \ \� 5.05' DEEP gO ,s.o4 1 1/2 0 GAS SERVICE 25- Zg.3 0 AND METER �' '2 5 PSE / POTELCO t 1 zs•g0s ' 0O 9 F c 27 /y . 2g.98 RAISE EX. RIM � RAISE EX. RIM - �° TO EL. 28.40 TO EL. 28.75 / S 1+ , 28 C. 0. 2f i �\\ �\lE = 75 0 2a \2s 75 #1 27,3 20 sa t 10 135 LF 6 0 PVC o # .3 SIDE SEWER \ \� 27.62 ° 5�P o1a�� C. / C. 0. @ S=2% MINIMUM 8.1 ° 10.2% 11 , 2792 27./-- , �, STORM CONNECTION: �00 � 36 CORE DRILL EX. 1/2 S VAULT RIM �/ ExlMATCH 72 GAS C / 6.53 _// . 16 LF 12"0 N-12 . 2 2. 28.20 E. 2 7.29 5 @ S=1.00% ` 2 f g., 9 4 y,'' 98 LF » 98 2 0 /�/-12 \ 1Qjp cEF nn F RF 3-SHEET z C3.0 C3.0 ;``�, 26' 90 @ S=1.007 27.34 (' , ER LINE LANDSC � �l 2� SO 27.38 RECORDING TRENCH \ 26 9 C 2 TYPE 1 ,,� P05 allo ACES FMF 15` WIDE WATER WALL EX. 8"0 SANITARY SEWER E. 26.53 1$ Z 6a2 DECF 28•p0 SEC. # 1 _ 125 LF (PRIVATE) I.E. 2 .43 E�. 21• �• - NO EXIST-ot- . .. @ S= 0. 76%, ,Y ! T 25.1 27.3 � I ~ � IN7V.4'S 23.4 2 11 0104 CONCRETt LOADING AREA � 27.62 I 3 CB 1 TYPE ATR - OONCREtE WH Fs G.E. 27.34----------NE w 27.2 7• m\ / �1,� x 8" WATER LINE -. v: s SE 220oev�c >C \ lea W I.E. 22.45 _ l\ �` SEE TITLE REPORT NOTE 8-SHEET 2 �- R ccni� X SD 2s 04 ?'� Q 10 WIDE WATERLINE EASE''-`- _ TOP > INV.8"S 23.3 �. I \ TORS FILE NO. 6631805 NV.8'N 25.4 �� n l EX. ATER " �p0 \ 12" WATER LINE EX. WATER o % 27• ��� , \ 2g 25 y tea' EXIST CB 3 TY, 1 o � -- e -- \ 10 3 L 12"0 N-1 G.E. 26. 7t \ WER �. 2 l� @ =5.0 \ I.E. 23.60 ! SMH ,`i� i \ _ MATCH STA 0+00 z M m S \ ` \ EXIST• TOP 26.5 I A OD 1 I I "' 1 0' WIDE SANITARY SEWER e 27.30 IN 18" E&NW 14.4 EASEMENT- AUD. FILE NO.663180- RAISE EX. RIM INV. $" N 14.8 �\ TO EL. 27.40 \. fi� z�.2 qSo SEE TITLE REPORT NOTE_Z-_SNEEL2 \ h'q�� INV. 8" S 15.4 _.`___ �� ti Ct ._ _ ' TELEPHONE - _ EX. CB --- F� _ P NEW I.E. INRL - $EE r�TL RFp EL. 23.45 OPT NQT 096�dy\o C, e __-------_25- - CB - 10' WIDE TELEPHONE EASEMENT '12V z2_4-' --_ REC. N0. 8708100375lNv.1J"E 22.5 Og §NV.B E 22.7 SEE T!TLE REPORT NOTE 11- SHEET 2 TOP 24.1 If- NV.12"E 21.5 iNv.12"W 21.4 12'sTaeM 12" STORM SEWER RECORD DRAWING PREPARED BY W&H PACIFIC BASED ON SEWS=' CONTRACTOR SUPPLIED MARKUPS RECORD DRAWING NOTE: S N G TALLS 2" TORM -Wf-R 6 IN 0/W SEP. LOC. CHANGE LOC. CHANGE ELIMINATED LOC. CHANGE ADDED CLEAN -OUT TABLE C.O.# RIM EL. INVERT EL. 27.46 22.00 1 2 28.80 25.00 3 28.20 21.95 4 28.58 22.95 5 -z8-6z- 23.95 6 28.73 25.50 7 28.92 26.50 8 28.51 27.00 T 28.6rz 25. �Z�l 10 28.36 17.00 11 28.36 18.95 FOR CLEAN OUT DETAIL SEE (:C:3:g % PIPE CROSSING TABLE O BOTTOM WATER CROWN EX. SD EL. 24.0 EL. 20.6 © BOTTOM WATER CROWN EX. SD EL. 24.0 EL. 20.5 © BOTTOM WATER CROWN SIDE SEWER EL. 24.5 EL. 20.5 0 BOTTOM WATER CROWN EX. SS EL. 24.0 EL. 16.4 0 BOTTOM SD CROWN EX. SD EL. 22.7 EL. 21.5 O BOTTOM SD CROWN SS EL. 25.4 EL. 24.0 * PROVIDE POLYETHYLENE FOAM BLOCKING FOR PIPES HAVING ONE FOOT OR LESS CLEARANCE X. F. H. W3227 ' n I EX. F. H. W Z4 i SCALE 1 "=50' NOTE: TYPE 1 CATCH BASIN TO CONFORM WITH THE CITY OF RENTON DETAIL NUMBER B012. FOR LOCATION OF SECOND FIRE HYDRANT TO SERVE SITE SEE SHEET C1.1 NOTE: ALL WORK OUTSIDE "LIMIT OF WORK AREA" TO BE PROVIDED BY LANDLORD. CONSTRUCTION AND SEQUENCING TO BE COORDINATED BY DISCOUNT TIRE TEAM. Checked for Compliance to City Standards 7 y j �o a' O ca q .a; 9 o 0 w�; IN to k w � � U O-6j O CQ � coCP �t_ v z o z_Cn � w �z LLJ Z zQ CL I z Oo Qzz W L (D Z Q �: QOQQ � LIJ (D Os � ~W� �c) z LLJ w O CrV CL W O N al O q4�� OWN'�w 00 W o N Qi 000 d f • N �' z 0 w w Of a_CU) 40`` e W CIO O oc (�_ Q \ LLJ L o U O m m �I C� LLJ > Q 0 wci:� U Q C W N 0 0 N � m >- m w m o W O C) SHEET 1 /1 C-1