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HomeMy WebLinkAboutS-355401t 3 i I i it i I ',. IFII \ III Ii III 3 r l 'ITV I I I I � 1 117 � III I I II II II !I / I'I i J I I IJ I I III � I I I ! I I i I 1111 _ I I j I II I / r ✓ I It I 'I I d I B � 1 !U % !11 / I F' I II I IT 3 I PI 1! q / CONTROL POINT I PH NAIL WOH DRS g ! 1 3 !I CONTROL WASHER �° ( R= 10216.18 E= 1010559 1 4j! EE= 465.,i5 I 1K V „ I ' I! 6' WATER IE= 459.UTILITY CROSSING . II a I I, 5 I J 12" SD IE= 454.66 UTILITY CROSSING I L I I ki, �� 4' WATER IE-460.6 `II -- t2"SD]E- 4b4.58( i� r�N (1) 6" 45' BEND �, i rl/ W/ THRUST BLOC± STA O+57 STgr 0 +00 6" W EAST CONNECT TO EX 10' WATER ���I 3 I A BY CITY OF RENTON. 90ONTRACTOR TO COORDINATE. A� ' (((1�11)) 10"x6" WET- TAPPING TEE (MJx� ST 6" TAPPING GATE VALVE FLxMJ STA 4+62 ( ) G SITA 0+00 4" W EAST � ^ j\ \ CONNECT TO EX 10" WATER BY Citt OF RENTON. I CONTRACTOR TO COORDINATE. (1) 10 "x4' WET- TAPPING TEE (MJxFL) I' _- - - (0) 4" TAPPING GATE VALVE (FLxMJ) ') r -• SE I i (1) 4' 45 BEND .� W/ THRUST BLOCKING I 'I''. 1 11 - "•. ADJUST EXISTING SDMH AND ' SSMH RIM TO EXISTING GRADE. CURRENTLY BURIED BELOW GRADED'. ra TAR la �D U;powE I IIVAULI 10c I d,11, 7,' STA 0 +48 3 I li I II 3 DOMESTIC COMPOUND I I( 1111 WATER METER IN VAULT I SEE DETAIL II C633 UTILITY GROSSING 3" WATER IE -4625 t 12" SD IE= 454.71 UTILITY CROSSING 3' WATER IE -464.2 I V� EX B" SS IE= 455.19 I � STA 5 +3175 STA 0+00 EX a" j°PQST i i� ' xl I I i I 1g� I�7 !i% I � I I Iy VENT TO CRAWLSPACE FRJSHEO FLOOR NORTH, C<ROO 000R ELEV.. = 467'3 lNISHEO FLOOR VIO -CM610 D00.4 1LP/ = 487''1 O I� 7--- 5MTHED FLOOR 1 SOVIH CA4G0 f.00R %'i' I ELEV = 467'. ✓' SANTFAR7 CLEAHOOT a�- I GRAVEL i I v o vs I I / I I CONNECT TO 4 "- BUILDING SS, / X SEE MECML FOR V 'N� CONTINUATION E= 463.00 I 11 LF 6" SS-\ @ 2% MIN SSCO� i RIM TOG ADE D� 1 II v 60 LF MI SS� @ 27 MIN i coNNECT To zxr4 EXIST B" SS. - 5 CONTRACTOR \ .i TO VERIFY INVERT NGII AND LOCATION PRIOfd I 5, TO CONSTRUCTION 5, /BOLLARDS (TYP) -' 1 @ 2% MINSS 6" DOUBLE DETECTOR I� CHEdK VALVE ASSEMBLY SEE BETA IL N FDC L RTV IE--45VN 8'' INS_ SECTION 10 VENT TO CRAWLSPACE . 458' IY)3" 45' BEND 31P NE =45676 / LOCATION AND INVERT !i% I � I I Iy VENT TO CRAWLSPACE FRJSHEO FLOOR NORTH, C<ROO 000R ELEV.. = 467'3 lNISHEO FLOOR VIO -CM610 D00.4 1LP/ = 487''1 O I� 7--- 5MTHED FLOOR 1 SOVIH CA4G0 f.00R %'i' I ELEV = 467'. ✓' SANTFAR7 CLEAHOOT a�- I GRAVEL i I v o vs I I / I I CONNECT TO 4 "- BUILDING SS, / X SEE MECML FOR V 'N� CONTINUATION E= 463.00 I 11 LF 6" SS-\ @ 2% MIN SSCO� i RIM TOG ADE D� 1 II v 60 LF MI SS� @ 27 MIN i coNNECT To zxr4 EXIST B" SS. - 5 CONTRACTOR \ .i TO VERIFY INVERT NGII AND LOCATION PRIOfd I 5, TO CONSTRUCTION 5, /BOLLARDS (TYP) -' 1 @ 2% MINSS 6" DOUBLE DETECTOR I� CHEdK VALVE ASSEMBLY SEE BETA IL N FDC L RTV IE--45VN 8'' INS_ i) 6" 45 BEND SAr TART WOHOLt 456.33- 8^OUT)W -E: -IE VJ THRUST BLOCKING RZY=42 76' CONTRACTOR TO VERIFY . 458' IY)3" 45' BEND 31P NE =45676 / LOCATION AND INVERT N/ THRUST BLOCKING 8/P W =45588 OF EX SS PRIOR TO „ CONSTRUCTION ti37_REDu= PRESSURE'= UTILITY CROSSING l <ro.. BACKELOW ASSEMBLY Ar0 -._._, 6 SO IE= 461.94 -=WATER IN HOTBOX ISEE 3' IE= 465.5( EE D DETAIL 6" SSCO 'S CONTROL ' PK c�.a �\ BLDG DOMESTIC IE= 457.42 WATER SERVICE, THOK AWL WON OK � 3 " '45' BEND 1 �. SS @ 1.0% �\ CONTINUATION -�s` 1 CONrROL WASHER. K= 10087.26 THRUST BLOCKING � CONTINUATION. _ ^ E= 18175.16 _ )LADS tYP) EL= 470.80 DETAIL 9 _ E - -- E c3.1 -� m ABANDON EX -- --"' WATER IN .PLACE REMOVE EX FH = -ISAL. AGFMST STAIRS SALVAGE EX PH TO CITY SHOPS I ,�ra1a5 m stro 10 aooR STA 1 +24, INSTALL: NEW 8 "x6" TEE (t�AI CCO, ZTE AD/NG Et =V =4720' 6'" GATEVALVE NFYHT OCASOREO To NEW HYDRANT ASSEME ' SECOND FLOOR 2174' 8° PLUG (MJ) -'� REV = 484,0' W/ THRUST �BL�OCKING SEE DETAIL: a _ cl 7 F,F ENTRY 6/ ^.F. TRY /ENT TO CONNECT TO 6" BUILDING FIRE SERVICE. SEE MECH'L FOR CONTINUATION (1) 6" 45' BEND W/ THRUST BLOCKING 6" SSCO RIM TO GRADE UTILITY CROSSING 6" WATER IE= 463.00 12" SO IE= 455.37 UTILITY CROSSING EX 8" SS IE= 456.83 6" WATER IE =463.5 (2) 6" 45' BEND W/ THRUST BLOCKING UTILITY CROSSING EX 8" SS IE= 456.31 6" SD IE= 458.72 ' 24 LF 6" CONNECT SS @ 23.1% EXIST 4 SS .•.: �,.�. \ CONNECT TO 4 "� REMOVE AND REPLACE BUILDING SS EX SS W/ 121 LF 8`.� V� SEE MECH'L FOR DI CL52 IN STEEL COORDINATION CASING @ 0.46% SEE DETAIL4 IE= 462.08 W/ DECORATIVE COVER 6" SSCO RIM- 467.18 A RIM TO GRADE 6" SSCO \�. CONNECT TO 3" RIM TO GRADE �\ BLDG DOMESTIC IE= 457.42 WATER SERVICE, 5 LF 6 " I SEE MECH'L FOR SS @ 1.0% �\ CONTINUATION CONNECT TO 6" BLDG- SS. SEE MECH'L FOR � CONTINUATION. �� CLASSROOM ADDITION STA 1 +54 FFE= 468.00 REMOVE EX FH = SALVAGE EX PH TO CITY SHOPS ! n ' 24 LF 6" CONNECT SS @ 23.1% EXIST 4 SS .•.: �,.�. \ CONNECT TO 4 "� REMOVE AND REPLACE BUILDING SS EX SS W/ 121 LF 8`.� V� SEE MECH'L FOR DI CL52 IN STEEL COORDINATION CASING @ 0.46% SEE DETAIL4 IE= 462.08 W/ DECORATIVE COVER 6" SSCO RIM- 467.18 A RIM TO GRADE 6" SSCO \�. CONNECT TO 3" RIM TO GRADE �\ BLDG DOMESTIC IE= 457.42 WATER SERVICE, 5 LF 6 " I SEE MECH'L FOR SS @ 1.0% �\ CONTINUATION CONNECT TO 6" BLDG- SS. SEE MECH'L FOR � CONTINUATION. �� CLASSROOM ADDITION STA 1 +54 FFE= 468.00 REMOVE EX FH SALVAGE EX PH TO CITY SHOPS @ 1.0% 1 II I; ;I 1- i fI I KC s) 25 LF 6 °A CONNECT SS @ 1.0% EXIST 4 SS .•.: �,.�. 6" SSCO CONNECT TO 4' BLDG RIM TO GRADE SS, SEE MECH'L IE= 457.20 FOR CONTINUATION SSMH #1 IE= 458.23 W/ DECORATIVE COVER CONTRACTOR TO VERIFY RIM- 467.18 IE =45715 CUN)S UTILITY CROSSING IE =45698 8" IN)E -EXIST EX 8" SS IE= 457.00 IE =45693 8 "�OUT)W 6" SD IE= 463.77 CONTRACTOR TO VERIFY LOCATION AND INVERT OF EX SS PRIOR TO CONSTRUCTION I � / L 4�- u I HORIZONTAL DATUM q :K NAD 83/91 WASHINGTON EXISTING REMOVE PROPOSED RECORD VERTICAL DATUM ASPHALT PAVING r.F. N7Rx ASPHALT PAVEMENT OVERLAY 'NAVD 88 (ALTERNATE 7) REFERENCE BENCH MARK: RELOCATED GAS. TBM 1 AS SHOWN IN AS BUILT DRAWINGS SET FOR HAZEN HIGH ASPHALT TREATED BASE (ATB) SEE MECH'L SCHOOL ATHLETIC FIELDS IMPROVEMENT PROJECT, DATED 2- 27 -01, UTILITY CROSSING 6ODD NAIL SET IN EAST SIDE UTILITY POLE, 0.90' ABOVE GROUND. CONCRETE PAVING 6 SD IE 46415 ELEV. = 462.25' 4 GAS IE 4631 PERVIOUS CONCRETE E, lox, No TEMPORARY BENCH MARK #1: ELEV.= 459.76' [a rime SET REBAR & RED 'DRS CONTROL' CAP, PT. NO. 113, LOCATED AT BUILDINGS THE SOUTH END OF THE SOCCER FIELD, 233 SOUTHWEST OF THE WEST GATE POST ON THE ASPHALT ACCESS ROAD. GRAVEL :•_: - TEMPORARY BENCH MARK #2: ELEV: 463.08' RIP RAP CONSTRUCTION ENTRANCE SET REBAR & RED 'DRS CONTROL' CAP, PT. NO. 111, LOCATED AT THE NORTHEAST SIDE OF THE TRACK, 253 NORTHWEST OF THE SAWCUT LINE ASPHALT PAD EAST OF THE TRACK. CIVIL CONSTRUCTION LIMITS TNAVD 88 ELEVATION BASED ON BENCH MARKS SET FROM THE 65 ": ABOVE REFERENCED PROJECT. THIS SURVEY DID NOT VERIFY THE SITE FENCE :vtev ACCURACY OF ORIGINATING BENCH MARKS. SILT FENCE STORM CB W /PROTECTION _ CURBING ROCKERY 1_7__s_)Q TREE W /PROTECTION (E '-UTILITY CROSSING dx/'`z� 8" SD 1E= 460.64 CONTOUR (INDEX) -/oo- 4' GAS IE= 462.3± CONTOUR 1LAT TO CRAPNSPACE lej WATER LINE -'+ - �UTILIIY CROSSING STORM DRAINAGE LINE - -- - -" -- 6 SD IE 464.15 4 SANITARY SEWER LINE s GAS IE -4633 s- Or '' 0l MT RUNE - L.. 465.3' POWER -P- I S=355401 TELEPHONE LINE -T -- -T- UHLITY CROSSING GAS LINE -0- 8' SD IE= 457.38 4" GAS IE =46353 :.WATER METER/VALVE /FHB 4C- UTILITY CROSSING _, /1 EX 8" SS IE= 457.04 STORM CB /MH 4 GAS IE= 463.53 SANITARY SEWER MH /CO �� • A TER SP00T ON SOLOIN, ` 7 TO CRAULSPACE GAS VALVE /METER 94 q p- TAR uAIHOLE STREET LIGHT ASSEMBLY4 --'y I/ -46727 ' v C 8 TELEPHONE RISER /MH o ., P ,.-45716 - RAINGARDEN AREA L `•� ���`� "4 463 FF BORING LOCATIONS 4 �CT r 4 C• W EN7RY = CONNECT TO CONNECT TO EXIST 8" SS B' BLDG SS IE 45826 c SEE MECH'L FOR CONTINUATION 4720 FE A El6PY Tn (K} Z. oF�ssIONAL 04�IZJ10 NO, DAl. 12/11209 PENSION PERMIT SET Zi 2/19/10 PERMIT REVISIONS Z2 4/12/10 PERMIT REVISIONS V/ LIMITS OF CIVIL - -? CONSTRUCTION 4720 FE A El6PY Tn (K} Z. oF�ssIONAL 04�IZJ10 NO, DAl. 12/11209 PENSION PERMIT SET Zi 2/19/10 PERMIT REVISIONS Z2 4/12/10 PERMIT REVISIONS SHEET THE UTILITY PLAN OE NO: JOB 5 -02 NO.. \s SSN DNA. CHECKED FOR COMPLIANCE TO CITY STANDARDS SLG CHECKED Xq 201 4/12/10 HAM C� I I f 5 1 a' nn y tam ENEET NUMSES. 5- 35 S`{0(���� �`' d� A600U� �lkEva� °r l5 1Ato °� o0? M M � M M !M. N O W P �3N W W Z � a F M V° N r1 J