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HomeMy WebLinkAboutWTR2703127.21 Q� �Q z o x� ¢a a r� 141 o O o �- � I I Y o Kj ZU E — - a o w z z t� to CL C CL Z 0 L Ld z o U Q Qz 00 zZ Ld —I F— o � z Q 0 I-- J 1 m m m� o� o ao a z, f— U z Q �Z w� 0 0 0 0 w Z - Y w O D to a a uDi o o c=., a ry a- o_ I a- Ld ll Q ax' x z 0 cn w Of c Z WATER KEY NOTES O1 1-12"x 8" WET TAP (MJ) 1-8" GATE VALVE (MJ) 1—CONCRETE THRUST BLOCK O 111LF-8"D.I.P., CL52 O3 1-8" TEE (FL x MJ) 2-8" x 6" REDUCER (MJ x FL 1-6- GATE VALVE (MJ) 3 1—CONCRETE THRUST BLOCK ® 1—FIRE HYDRANT ASSEMBLY 2 O5 1-6"x 45' ELBOW (MJ) 1-THRUST BLOCK 20 0 © 1OLF-60D.I.P., CL.52 O7 1-6"x 45' ELBOW (MJ) 1-THRUST BLOCK ® 34LF-6"D.I.P., CL.52 O9 1-6"x 45' ELBOW (MJ) 1-6" D.I.P., CL52 SPOOL GRAPHIC SCALE 20 20 40 ( Di FEET ) I inch — 20 ft so LITHIL't HYUNDAI - RENTON PORTION OF NE 1/4, NE 1/4 OF SECTION 19, TWP. 23 N., RGE. 5 E., W.M. j CITY OF RENTON, KING COUNTY, WASHINGTON 1-THRUST BLOCK 10 32LF-6"D.I.P., CL.52 11 1-6"x 90' ELBOW (MJ) y-- 1-CONCRETE THRUST BLOCK 12 96LF-6"D.I.P., CL.52 13 1-FIRE DEPARTMENT CONNECTION 10' MIN. SPACING FROM FIRE HYDRANT INsio�s gUltAi►t!� HECK - \ 14 DOUBLE DETECTOR CHECK VALVE ASSEMBLY 15 CONNECT TO EXITING 1 1 /2" DOMESTIC SERVICE. ABANDON EXISTING SERVICE LINE. O CITY OF RENTON CONTROL POINTS O UTILITY CONFLICT NOTE G CB TYPE 1 \\ EXISTING SANITARY FORCE MAIN 2 / RIM 29.95 3 4 IE 26,07.07 FM FM 8 7_ ' S5 / � FM _ �c 1 112 FM FM 0 FM NN 1rokluTy / c„ 0 NT / 12 E SHEET C3.3 FOR FIRE SYSTEM AND / / / DOUBLE CHECK INSTALLATION.00 EXISTING 12",TER EXISTING 1 IRRIGATION METER aka (W i F / a / 13 / / , / / / / ° EXJ NG 1 112 /WATER METER / / // / / SANITARY SEWER KEY NOTES D / / / ..a.aa� .a::a� a a,. PROVIDE 6 x 45 ELBOW. REMOVE EXISTING SUMP BASIN n .e �- �► / / G / AND PROVIDE ADDITIONAL 6 P.V.C. PIP' AS NECESSARY TO MAKE CONNECTION. FIELD VERIFY EXISTING ELEVATION OVER —BUILD EXISTING SIDE SEWER. c3.1 e PROVIDE OIL/WATER SEPARATOR U11UTY VAULT 660-SA OR EQUIVALENT. FIELD VERIFY EXISITNG INVERT ELEVATION. i COORDINATE WITH VAULT SUPPLIER TO SPECIFY lm DROP BETWEEN ��13 S • \��y GENERAL NOTES INLET AND OUTLET ELEVATION. �04l °F WASH c 1. TERMINATE PIPING 5' FROM BUILDING UNLESS OTHERWISE NOTED. SEE MECHANICAL PLANS R* FOR HORIZONTAL AND VERTICAL STUB LOCATIONS AND CONTINUATION AT BUILDING. aa i A2 A7/1 h 2. SEE DETAIL 2/C3.2 FOR BEDDING AND BACKFILL PIPE IN TRENCHES FOR FLEXIBLE PAVEMENT 0,� THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND RESTORATION. SEE DETAIL 1/C2.1 FOR BEDDING AND BACKFILL DETAIL C � �` I �SSIONp► EGA 10) DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON TVIIII PLANS OR NOT BY POT �:o11 HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO 3. SEE CIVIL SHEET C3.1-C3.3 FOR NOTES AND DETAILS. EXPIRES CONST kUCTION. THIS SHALL INCLUDE, CALLING UTILITY LOCATE AT 1-800-424-5555 AND M..K M nnti rr�rne. THEN POT HOLING ALL UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY 4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES. NOTIFY VERIFY *!ETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON ENGINEER IF ANY LOCATION DIFFERS FROM THAT SHOWN ON THE PLAN. THESE PUNS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AHBL, INC 5 SEE DETAIL 6/C21 FOR SEWER CLEAN OUTS ON0. 60 TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 1 NORTHING: 175890.972 EASTING: 1298016.470 Q2 NO. 63 NORTHING: 175977.250 FASTING: 1300794.412 VERTICAL BENCHMARK PER CITY OF RENTON SURVEY CONTROL NETWORK BENCH NO. 1920 DESCRIBED AS A 3" BRASS DISK STA BIPED "KING COUNTY SURVEY MONUMENT EN-61 1973" LOCATED If SIDEWALK ON THE WEST SIDE OF RAINIER AVE. AT NORTH SIDE OF SOUTHERLY DRIVE TO BUILDING AT 604 RAINIER AVE. SOUTH (KENTU ;KY FRIED CHICKEN). BASIS OF BEARINGS NORTH 89'42'36" WEST FOR NORTH LINE OF THE NORTHEk4 T QUARTER OF SECTION 91 TOWNSHIP , 5 NORTH, RANGE 5 EAST, W.M., DER SPIDER PLAT FILE WITH KING COUNTY RECORDER UNDER NO. 9309219015. 6 SEE SHEET C3 3 FOR FIRE SPRINvI ER AND FIRE PROTECTION NOTE RECOMMENDED CHECKED FOR COMPLIANCE CITY OF IR �'. ALL UTILITIES ARE PRIVATE UNLESS OTPCRWISE NOTED. FOji APPROVAL TO CITY STANDARDS e ,` DEPARTMENT OF PI 8. SEE SHEET C. .0 FOR STORM INVERT ELEV';'9ONS. DATE O fl— BY DATE ° 3 S SEE SHEET r3.3 FOR FI°F SYSTEM AND DOUBLE DETECTOR CHECK INSTALLATIO". BY UTILITY PLAN _ ' DATE03 10. SEPARATE PLAN AND U nLITY PERMIT F DDCVA INSTALLATION FOR FIRE SPRINKLER SYSTEM WILL BE REQUIRED. DESIGNED: D^ DATE:06-20-200- 2 RECISIONS PER CITY COMMENTS DMB 10/1/03 DRAWN: MCC 11. ALL PLUMBING AND MAT. �?IAL WITHIN THE NEW BUILDING FOOTPRINT SHALL CONFORM TO UBC 1 REVISIONS PER CITY COMMENTS � AB 9/ 12/03 CHECKED: DSG SCALE: � . - 2( AND UPC CODES. NO. REVISION BY APPR. DATE APPROVED: as.ccToe or naLu volKs IOL Z �0 � � 0 Z op- 2:> <Q W CE F- Wp 3 0 •z CA 00 � Q O O Z Q W Z 0 w Z Ill: Q I I� Q Z Q J W J H J vLJ Q I—Z� 3 K Q� I U EI JON O o I M ,1 N V WL N �N M � LLBw C) O r7 J Z Z� N N N _ N " N . . \ 0 10 2 -z �w � O T/7 \o 'I O _ C'7 ,ENTON N TBLIC WORKIs I C3.0 Oz m FILE NAME: 0 FIELD B0014_ ''AGL SHEET: 7 OF: 10 I a