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HomeMy WebLinkAboutzS-3149Set0) qqr C� W F— a c M M d� KEY MAP SCALE 300 0 150 300 600 FEET ) N N. 6TH —ST. i i 0 .z!:1 s:/ c3 0 3350 Monte Villa Parkway Bothell, Washington 98021 -8972 (425)951 -4800 (425)951 -4808 Fax wh pacific. com i CENTERLINE BHC Consultants, LLC 720 Third Avenue, Suite 1200 CONSULTANTS Seattle, Washington 98104 -1820 Tel: (206) 505 -3400 Fax: (206) 5o5 -34w F omzedy a Division of Benynm & HenW P GENERAL NOTES 1. THE EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY, AND ARE BASED ON AVAILABLE UTILITY INFORMATION PROVIDED BY THE OWNER, ON FIELD SURVEY OF VISIBLE FEATURES, AND ON A FEW SELECTED POTHOLE SITES. THE OWNER AND THE ENGINEER DO NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY INFORMATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 —HOURS LOCATORS, 1- 800 - 424- -5555. 2. IN AND ADJACENT TO THE PROJECT RIGHT --OF —WAY, BOEING UTILITIES, CITY OF RENTON UTILITIES, AND FRANCHISE UTILITIES, ARE MARKED "TO REMAIN"; OTHER. UTILITIES INDICATED IN THE BASE MAPPING ARE A NED, TO THE BEST THEE HOWL 3. THE CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITY LINES TO REMAIN (FOR WHICH VERTICAL INFORMATION IS NOT SHOWN) TO DETERMINE THEIR EXACT HORIZONTAL AND VERTICAL LOCATIONS IN A I SUFFICIENT TIME IN ADVANCE OF THE PIPELAYING OPERATION TO ALLOW ADJUSTMENTS TO BE MADE AS NECESSARY TO AVOID CONFLICTS. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEM . 4. T S ORDI WI H---1 G C TY METRO WHENWORKING .NEAR, OR CONNECTING TO, METRO'S 96 --INCH SEWER. SEE SPECIFIC METRO NOTES BELOW. 5. REFER TO SPECIAL PROVISIONS SECTION 1- -07.17 FOR ADDITIONAL INFORMATION AND REQUIREMENTS RELATED TO EXISTING UTILITIES. METRO SEWER NOTES. 1. MR. ERIC DAVISON OF KING COUNTY WASTEWATER TREATMENT DIVISION (206/684 -1707) SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION IN THE VICINITY OF KING' COUNTY'S 96" METRO. SEWER. 2. PLANS FOR DEWATERING ADJACENT TO KING COUNTY FACILITIES SHALL BE SUBMITTED TO MR. ERIC DAVISON FOR KING COUNTY REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR TO CONSTRUCTION. 3. MANHOLES R02 -5 AND R02 -7 SHALL BE EXCAVATED COMPLETELY AROUND OR STRUCTURALLY SUPPORTED DURING CONSTRUCTION TO AVOID UNBALANCED SOILS LOADING. 4. DURING CONSTRUCTION, NO DEBRIS SHALL BE ALLOWED. TO ENTER KING COUNTY'S METRO SEWER. 5. THE CONNECTIONS TO KING COUNTY'S MANHOLES SHALL BE PLUGGED AND NOT BE PUT INTO SERVICE UNTIL THE TRIBUTARY SYSTEM HAS BEEN CLEANED, INSPECTED, TESTED, AND APPROVED BY THE CITY OF RENTON. ABBREVIATIONS C/L CENTERLINE NW NORTHWEST CB CATCH BASIN P PARK, POWER CMP CORRUGATED METAL PIPE PIV POST INDICATOR VALVE CONC CONCRETE R/W RIGHT OF WAY DI DUCTILE IRON RT RIGHT DIA DIAMETER S SLOPE, SOUTH, SEWER DWG DRAWING SD STORM DRAIN E EAST SDMH STORM DRAIN MANHOLE ELEV LEVATION SE SOUTHEAST EX EXISTING SS SANITARY SEWER FM FORCE MAIN SSFM SANITARY SEWER FORCE MAIN G GAS SSMH SANITARY SEWER MANHOLE HPW HIGH PRESSURE WATER STA STATION 1 E INVERT ELEVATION STE . STEAM IW INDUSTRIAL WASTE SW SOUTHWEST L LOGAN T TELEPHONE LF LINEAL FEET TCE TEMPORARY CONSTRUCTION LT LEFT EASEMENT N NORTH W WATER, WEST NE NORTHEAST WV WET VAULT FRANCHISE UTILITIES DRAWING LIST DRAWING, LIST DWG TITLE DWG TITLE NO# N 82 U00 KEY MAP, GENERAL NOTES, ABBREVIATIONS, 1 OF 1 PSE POWER LINE ROUTING AND SHEET LIST 1 OF 11 30 UG FEED AND BACKBONE 83 U01 LOGAN AVE. N. STA. 143 +00 TO STA. 147 +75 2 OF 11 30 UG FEED AND BACKBONE 84 UO2 LOGAN AVE. N. STA. 147 +75 TO STA. 42 +00 3 OF 11 30 UG FEED AND BACKBONE 85 UO3 LOGAN AVE. N. STA. 42 +00 TO STA. 46 +50 4 OF 11 30 UG FEED AND BACKBONE 86 U04 LOGAN AVE. N. STA. 46 +50 TO STA. 51 +00 8 OF 11 30 UG FEED AND BACKBONE 87 U05 LOGAN AVE. N. STA. 51 +00 TO STA. 55 +50 88 U06 LOGAN AVE. N. STA 55 +50 TO STA. 60 +00 1 OF 1 PSE GAS LINE ROUTING 89 U07 LOGAN AVE. N. STA. 60 +00 TO STA. 64 +50 1 OF' 2 6 ", 4 ", AND 2" COMML MAIN 90 U08 LOGAN AVE. N. STA. 64 +50 TO STA. 69 +00 2 OF 2 6 ", 4 ", AND 2" COMML MAIN 91 U09 LOGAN AVE. N. STA. 69 +00 TO STA. 72 +50 92 U10 LOGAN AVE. N. STA. 72 +50 TO STA. 76 +00 E1.0 QWEST TELECOM FACILITIES 93 U 11 N. 8TH ST. STA. 61 +00 TO STA. 64 +25 E1.1 QWEST TELECOM FACILITIES 94 U12 N. 8TH ST. STA. 64 +25 TO STA. 69 +00 E1.2 QWEST TELECOM FACILITIES ' 95 U13 N. 8TH ST. STA. 69 +00 TO STA. 71+50 E1.3 QWEST TELECOM FACILITIES 96 U14 N. 8TH ST. STA. 73 +25 TO STA. 78 +00 E1.4 QWEST TELECOM FACILITIES' 97 U15 N. 10TH ST. STA. 51 +00 TO STA. 55 +00 E1.5 QWEST TELECOM FACILITIES 98 U16 N. 10TH ST. STA. 55 +00 TO STA. 59 +00 E1.6 QWEST TELECOM FACILITIES 99 U17 N. 10TH ST. STA. 59+00 TO STA. 63 +50 E1.7 QWEST TELECOM FACILITIES 100 U18 N. 1 OTH ST. STA. 63 +50 TO STA. 66 +72,36 101 U19 PARK AVE. N. STA. 17+00 TO­ STA. 24 +75 1 OF 1 CEV VAULT 102 U20 PARK AVE. N. STA. 24 +75 TO STA. 29 +50 103 U21 PARK AVE. N. STA. 29 +50 TO STA. 34 +25 1 OF 1 COMCAST TELECOM ROUTING 104 U22 PARK AVE. N. STA. 34 +25 TO STA. 39 +00 105 U23 PARK AVE. N. STA. 39 +00 TO STA. 43 +50 106 U24 PARK AVE. N. STA. 43 +50 TO STA. 46 +69.44 107 U25 N. 6TH ST. STA. 27 +75 TO STA.. 31 +00 108 U26 WATER CONNECTION DETAILS toe.] 109 109 U27 MISCELLANEOUS WATER DETAILS �,� �,,,� 4.1 110 U28 METRO SEWER CONNECTION DETAILS., 111 U29 MISCELLANEOUS DETAILS a 112 U30 METER VAULT DETAILS 113 U31 METER VAULT ELECTRICAL 114 U32 JOINT TRENCH DETAILS LOGAN AVE. N. FORS CONSTRUCTED Q 115 U33 JOINT TRENCH DETAILS LOGAN AVE. N. NOT MARKED Ns < 116 U34 JOINT TRENCH DETAILS LOGAN AVE. N. � INSIAICED �� R�4� 117 U35 JOINT TRENCH DETAILS LOGAN AVE. N. CLOSE CONFORMANCE CH PLAN, LOCARON, AND E S 118 U36 JOINT TRENCH DETAILS N. 8TH ST. 1 503 119 U37 JOINT TRENCH DETAILS N. 8TH ST. 120 U38 JOINT TRENCH DETAILS N. 8TH ST. ty 121 U39 JOINT TRENCH DETAILS N. 8TH ST. 122 U40 JOINT TRENCH DETAILS N. 8TH ST. 123 U41 JOINT., TRENCH DETAILS N. 8TH ST. 124 U42 JOINT TRENCH DETAILS N. 1OTH ST. 125 U43 JOINT TRENCH DETAILS N. 10TH ST. 126 U44 JOINT TRENCH DETAILS PARK AVE. N. 127 U45 JOINT TRENCH DETAILS PARK AVE. N. 128 U46 JOINT TRENCH DETAILS PARK AVE. N. 129 U47 JOINT TRENCH DETAILS PARK AVE. N. C., 130 U48 JOINT TRENCH DETAILS PARK AVE. N. ov4' SCAM AS SHOWN ow mm xr Ftx.t sm E F Wr ors " SC" AGCOMMMY G z S T V. 35 gyq If EXPIRES 06/06/07 VERMU nwu Iris: DAM HWt�MAU W ,Mi, "s CITY OF RENTON 4/17/06 . CITY OF SOUTH LAKE WASHINGTON RENTON PAM IOWA ROADWAY IMPROVEMENTS NO: DATUM U00 Planning /Building /Public Works Dept. UTILITY KEY MAP, GENERAL NOTES, ABBREVIATIONS AND SHEET LIST sHM: 82 "204 i O. r- Gi _. 0) �t C") O w F— SCALE 20 0 70 20 40 i I ti . (per ) ,5. ALL UUU I ILL IKUN F'IF'L AND FI 11INGS SHALL BE WRAPPED WITH BLACK, TUBE -FORM POLYETHYLENE EXISTING ROUND z z z 13: PER ANSI /AWWA C105. p 0 CON ST UCTION C/L ° FINISHED BADE � X p 0 0 0 0 CONST UCTION C/L N f-- F-- E � � w woo 4ft EX ce V) � .. w N ct n it w X N 44 b X X X X� rW w ,N X XX w w w w w w w w w ww LEGEND: JOINT TRENCH ° n � �. 1 � � S ' t .. a.. r r ww. . s..+w .ter .rte .+. wr. r .w.. .• .r. +ten. n•'^ ..+y .. ' .. ./• ... .w+• '"" "• rw +*• ..• ( . ... •w ✓ .nr ,,, . � m o' .• r err .. i. .rr .. • �� f. � ^� � r y° � . 0 °� �� �. 2_0 � ) % i W 0 UTI LI D R 450 LF" 1 W (CL 52 DI � cn o ) W LAJ Z 4 --0' MIN OVER AT 12" MIN C/L OF PI E, TYP C TYP UJI • wop 0 W lip FOR AS CONSTRUCTED DETAIL FEATURES NOT WKED IN RED ~ WERE INSTALLED IN REASONABLY .}. N CLOSE CONFORM NCE IN �i- , PM, LOCATION, AND ELEiIATI '` 1 150 X BOEING(���,;� Q 0MMUNICATI NS F--- UCT TO RE AI N Q �Rlik W 2 W „. C• A Qy M �Q 0035524 S d 0 N r' 07 CO d- <y) d- N• -- er --- n (0 .14- OM � o00 Q (D co ca 0 ri Q0 L0 � a:) LO 0 p p p p o o p Q o p p p p N s�I oNAi � p r- p O r- ExPiWs 06ro6i07 148 00 I 148 50 1 149+00 149+50 150 00 150 50 151 00 151 50 152 00 a SCA DAM vERW.K.: w►va 190 3350 .Monte Villa Parkway � BHC Consultants, LLC H: .� op mm�. WD INWiN1 :� � CITY � F CITY OF R E NTON 4/17/06 Bothell, Washington 98021 --8972 720 Third Avenue, Suite 1200 DN V: 1 " =5' SOUTH LAKE 1NASHINGTON Fes: g Seattle, Washington 98104 -1820 R E N T O N Pte. Tel: 20s 505 -3400 Pls ROADWAY IMPROVEMENTS �„� W. (425)951 --4800 CONSULTANTS Fax: t 206 505 -34Ii6 °N�'"�" DATUM w (425 )951 -4808 Fax i ) DA AT �- S Planning /Building /Public Works Dept. UTILITY PLAN AND PROFILE xw ti4 rwr o►o wai . j . . whpacific.com Formerly Division ofBenyrnan & Henigar NQ, REVISION � BY DATE APPR � � scxF .Y � steer• oF: f LOGAN AVE. N. STA 147 +75 TO STA.152 +25 �4 204 .+ 6wri , LI 11 2 4P- pf M O 17U W Z W W Q <t F-- 0 W Z' ....J S i, 5 M cv w �'" "`1' ELEV =3 .33 STA. . Q' +00 1. FUN 5 I UKM UKAIN LOCATIONS, SEE DWGS d ` LO SDOO- -SD25. .r .r.r. ....• .w..r .wrr .r.r r.... .r.+ o..•• w++.. rr. r.. � +.� .w.. .i.w. ..n. •.... .rr ..... .rr r.. .r ..r ...� �. .....,, ti. r 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS 17u NO MORE THAN HALF OF MANUFACTURER'S W RECOMMENDED MAXIMUM. 447 LF 12" W (CL. 52 DI 3: 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE 7. WRAPPED WITH BLACK, TUBE --FORM POLYETHYLENE S EE GENE ML W W PER ANSI /AWWA C105. / 4"-0" MIN COVER AT NOTE 2 C L OF PIPE TY %✓ r ? •c0 .tom .00 M oci oa °o o o 0,-- o 50 47+00 47+50-1 48+00 3350 Monte Villa Parkway r BHC Consultants, LLC Bothell, Washington 98021-8972 720 Third Avenue, Suite 1200 ■ Seattle, Washington 98104 -1820 (425)951 -4800 CONSULTANTS (206) 505-3400 206 505 -3406 (425)951 --4808 Fax whpacific. com Formerly a Diwslon of Berryman 8 Henigar �00 48+5 NO. r- d; W n r7N r o o o ' gar REVISION 00 TO REMAIN EX CONC P DUCT EL 24.1 TO 26.9± + r— U*) EX 6' D A CMP < LEGEND. UTI ,.,l DO TO BE BACKFIL ED JOINT TRENCH 5EG .r SEE DW6 SD04 ^ wl , to z D AAA • t� ,N gar oa 01c; 01': 0 0 o M?0 n� 0­00 1 00 TO REMAIN EX CONC P DUCT EL 24.1 TO 26.9± + r— U*) EX 6' D A CMP < LEGEND. UTI ,.,l DO TO BE BACKFIL ED JOINT TRENCH 5EG .r SEE DW6 SD04 ^ wl , to z D AAA *he CITY OF RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS UTILITY PLAN AND PROFILE LOGAN AVE. N. STA. 46 +50 TO STA. 51 +00 4/17/06 fly: PAGE 86 204 00 to t� ,N oa 01c; 01': 0 0 o M?0 n� 0­00 1 50-r5 51 SCNF—. M- 1 =20 ••• - CITY o aw RENTON °w M I AT ML WAM DATUM Planning /wilding /Public Works Dept. F M9 ors mm SCALE At.Y *he CITY OF RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS UTILITY PLAN AND PROFILE LOGAN AVE. N. 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REVISION V) V) CN 04 V­ V- 00100 LO 0 04 W W Li O0-) 1 Lo T* to n LO 00 LO N n N 0 1W 1" 9 0 JOINT TRENCH W W OVA111 m IH- N 1 H 21. 3 7, DWGS . �TIQNAL STA , 4. a U32-35, TY o SSMH #10— 1 . m * (D 1 SEE DWG Ul 5 Cs: 11 JOINT TRENCH 56 4 r,.) n r EXPIRES U�q 0, 50 051 r-ff-- PaAj 06/0� 9 00 SIMILAR • DETAIL 29 -H F- U NC. c 41 BUT WiTI­14�1 O N CL CL D N (.� CL PAN GROUND 40 Z 0­ Z 0:;�z C'-- ;;z 0- 0 CONSTRUCTI DN C/L zmn ry 0 W (6 Z:2 0 W 00 4 zm 0 W (N FINISHED GRADE C-%j k..j LL_ EN ',.j &4- 1 @ CONSTRUCTION C/L XX0 I Ltj LIJ F_ Ld X0_j W F- Ld X 0 LLJ F- LL I X DATUM mwm W. LIJ AT RU WAM IF NDT OW #04 Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE SC" ACOORDRMY LOGAN AVE. N. STA. 55+50 TO STA. 60+00 sue: Z 2 88 __2041 4 1 LF 12" W (CL 52 DI) .............. ­-Weft ......... 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STA. 55+50 TO STA. 60+00 sue: 88 __2041 10 IL V- P) 0) qqj* TO" c1r) I C) O LU F- 0 F CONC SIGN GRAVEL vim 0 --- 0 As'� 0 174!� :D 130EING COMMERCIAL AIRPLANES SIGN 4) E3ENCH COA(C p,41) W1 STA 62+80.12t 41.101 RT STA 63 + 9 0 42.46" RT 1--12 " TEE, MJ X FL 'r-O 1--12 " GATE VALVE, MJ x MJ GRASS %I $____.. --- Ac 1-10" r-ATC* XIAIX/C' C-1 SCALE 20 0 10 20 40 FEET 4'-0" MIN r*,*OVER AT C/L OF Pi E, TYP SEE GEN NOTE 2 - _ C, , Zc- 1- 0 N -j 0 , r�- (� 0 0 00 (0 - W co 6 N0*) 00.- 6. 0-) F- LAJ Ir 00 61 -1-50 60J50 W 00 w w < .14- z 0 3350 Monte Villa Parkway 0 Bothell, Washington 98021-8972 (425)951-4800 (425)951-4808 Fax C/L whpacific.com _ C, , Zc- m . 1 co . m (� W 0) 0 z N W co * 00 • 1+00 F- LAJ Ir LLJ 61 -1-50 0 c W 00 w w < .14- z 0 Wo 0 _ C, , U-) T— m . n m co . 1�1- (� n Lo 0 * 0) 00 1 00 co * 00 OOo6 • 1+00 E 61 -1-50 0 c W 00 w w < .14- 720 Third Avenue, Suite 1200 Seattle, Washington 98104•1820 Tel: (206) 505-3400 CONSULTANTS Fax: (206) 505-3406 Formerly a Division of Berryman & HefWar -155-24 ST'e LO Pr) N. (0 00 n (0. u7 0 - 00 00 OOo6 00 00 00 00 006 06 06 00 00 CVN c\j 00 00 00 N 00 N 0) (N (3) . N (N EXPIRES 06/06/07 04 CN 2 0 62+50 6 +00 1 63+50 - 64+00 �MML 64 �A LA SUMEYM. VEMCAU NOD Im DAM CSR HOFJZOWM-. WD Im/1"I -r 4/17/06 DESIRM. H. 1 =20' C1 TY OF CITY OF REN i ON 1 =59 SOUTH LAKE WASHINGTON Rte: AIIIIIIIIIIII R E N TQ N PAGE: PLS ONE WC" DATUM ROADWAY IMPROVEMENTS DRAWM NO: CHECKED. ff FUM SCNE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE LCA F mr ONE em ml- SCAE ACCOFIDIKU ........... NO. REVISION BY DATE APPR CA LOGAN AVE. N. STA. 60+00 TO STA. 64+50 s9 204 < < Z * 0 W0 cq F1 IS GRAC E 0 c W 00 w w < .14- z cr- %X' z LJ co ONSTMUCTION C/L V) 00 0 C-N V) (N EXISTING GROL ND cl- Q- *�fj < > n a- 2 @ CONSTRUCTION C%/L X X X LIJ L-L X X 0 �- Ljj Lu - 0 LJ -i X W X Ld 0 Lij L: X Ld � W 00- w w 000*% Ljj 00 1 0 ru Ak A W da 3: 0 LF 12 W 52 DI) W UJI MI C J U? %W0001 0 LCD + SEE DETAIL 2, SHEET U27 q* (0 BUT WITH N SHACKLE RODS OR ANCHOR BLOCK • LEFT OF ST) 62+95± < W -155-24 ST'e LO Pr) N. (0 00 n (0. u7 0 - 00 00 OOo6 00 00 00 00 006 06 06 00 00 CVN c\j 00 00 00 N 00 N 0) (N (3) . N (N EXPIRES 06/06/07 04 CN 2 0 62+50 6 +00 1 63+50 - 64+00 �MML 64 �A LA SUMEYM. VEMCAU NOD Im DAM CSR HOFJZOWM-. WD Im/1"I -r 4/17/06 DESIRM. H. 1 =20' C1 TY OF CITY OF REN i ON 1 =59 SOUTH LAKE WASHINGTON Rte: AIIIIIIIIIIII R E N TQ N PAGE: PLS ONE WC" DATUM ROADWAY IMPROVEMENTS DRAWM NO: CHECKED. ff FUM SCNE Planning/Building/Public Works Dept. UTILITY PLAN AND PROFILE LCA F mr ONE em ml- SCAE ACCOFIDIKU ........... NO. REVISION BY DATE APPR CA LOGAN AVE. N. STA. 60+00 TO STA. 64+50 s9 204 c) W F- tiJ L co W-/ P E )-) cc Iz-!5 q H (AJ a P- 9 5 !j E V 4-cc F,5_5 PT t-7 0,1 L4 In Limr, W\r v 55 OT Sf-= Wu acvF�55 T_ f?-T- 4�v 7:7R IW��O 16 ONWAll 1 'Fm FA r] r'L All-PI r I I I I R Z:)ri ALL 5 1- I I I I � MID %J. eALL X"TilikalILL IRTIA WRAPPED WITH BLACK, TUBE—FORM POLYETHYLENE PER ANSI/AWWA C105. --------- wo • Il 4o-110 CITY OF RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS I UTILITY PLAN AND PROFILE LOGAN AVE. N. STA. 64+50 TO STA. 69+00 DAM 4/17/06 naDacx*.. PARE 90 204 In Limr, Jill 1111 Jill I& z 111 OX" Wpin" a— —vow Il 4o-110 CITY OF RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS I UTILITY PLAN AND PROFILE LOGAN AVE. N. STA. 64+50 TO STA. 69+00 DAM 4/17/06 naDacx*.. PARE 90 204 1 a .- M !it 0 w r .fl. 1.111541 IF, i 1411*14, --WV&1WAN' V. OVA I a' 'A%UW&0�A%UWM. %00 `� AIOASVAMTAM PAX A CONC 65+00 PROPOSED CENTERLINE • V) • FROM FACE OF CURB TYP J 00=_ CON _SD -S Z jdaEcj qmp<� j HCP PAR (ING SIGNS R/W J CONC 42. 7' TCE 20' BLDG SETBACK LINE N. 8TH ST. STA. 65+19. DRIVEWAY STA 10+00 STA 65+11.189 4.4.5" RT PIPE END CAPPED FOR FUTURE EXTENSION I E 17.53 WOO W W W LO 04 co z � 000 0) 00 C8, TYPE 1 BOEING 383 GE 28,1$ - - 10" DI W 25.08 STA 65+11.18., 44.51 LT RIM 28 r%# 2 4:88 ­4 zo, VA L-V a I --fco- - C.." to - i -it-T SCALE GE 28.15 I N 26.62--W.- 10" CONC E 25. 7 /PIPE END CAPPED FOR 'T .&i 65+27.189 40.5 24.*0 LT ct- 65t .G- • SEN., 8*0 DI S 25. FUTURE EXTENSION STA O� 1-12 STUB W/ MJ CAP Cf) ASSEMBLY SEE C' - (91 wr r-CLEANOUT PER. REN ____X_Aj Li -THRUST BLOCK : _FM /Lj i FmSTD PLAN B076 I I.-, I Li N 16,5447_ N -STA 65+11.180 qi'o' LT/ 1 17.45 J. STA 65+27 .0* T .18' 20 L 64_r50 RCONSTRUCTION SSMH #8-3,. 48## 651 1-12'" x 12" CROSS, FL x MJ W CLOSE CONFORMAKE V) V) STA 65+27.18, 310 2-12" GATE VALVE, FL x MJ qtr :r MJ CAP SE LINE i48A TCE op-- 4 low CB, TYPE I 4W BOEING 381 ASSEMBLY Vol" ------ SEE RENTON STD GE 28.15 I . . . . . . ZC 40000ON 1. PROTECT EXISTING R/W IV, 12 CB, T�PE 1 NC 7 (425)951-4808 Fax -T IT z T BOEING 319 OE ........ F. "i aMNQ,'� 385 �'-."o .fl. 1.111541 IF, i 1411*14, --WV&1WAN' V. OVA I a' 'A%UW&0�A%UWM. %00 `� AIOASVAMTAM PAX A CONC 65+00 PROPOSED CENTERLINE • V) • FROM FACE OF CURB TYP J 00=_ CON _SD -S Z jdaEcj qmp<� j HCP PAR (ING SIGNS R/W J CONC 42. 7' TCE 20' BLDG SETBACK LINE N. 8TH ST. STA. 65+19. DRIVEWAY STA 10+00 STA 65+11.189 4.4.5" RT PIPE END CAPPED FOR FUTURE EXTENSION I E 17.53 WOO W W W LO 04 co z 7 � 000 0) 00 2" W STA 68+92s 8TH ST STA. ­4 zo, VA L-V a I --fco- - C.." to - i -it-T SCALE 14rD VALVE! 10+00 • 32.000 LT 1 -FIRE HYDRANT 65t .G- • SEN., 0 10 20 40 M.- I is,s &-r. V) ?: ASSEMBLY SEE C' - (91 wr goo FEET : L RENTON STD C14 N 16,5447_ J. -.j SS MH 10E-Jq __RIm__'qA.q0 6" CONC N 18.23 L PLAN B102 7 � 000 0) 00 2" W STA 68+92s 8TH ST STA. ­4 zo, VA L-V a I --fco- - C.." to - i -it-T SCALE CF) 12" SD 10+00 • 32.000 LT 1 -FIRE HYDRANT 1,11AD Z SEN., 0 10 20 40 M.- I "Vo Isr * 3. AFTER APPROXIMATELY DECEMBER 2006 (VERIFY WITH V) ?: ASSEMBLY SEE C' - (91 wr goo FEET : L RENTON STD C14 N 16,5447_ J. -.j SS MH 10E-Jq __RIm__'qA.q0 6" CONC N 18.23 L PLAN B102 64_r50 RCONSTRUCTION NOTES 651 - 00 10' STORM EASEMENT CLOSE CONFORMAKE V) V) STA 65+27.18, 310 JOINT TRENCH qtr :r MJ CAP REC. NO. 200412280#t W 1-FIRE HYDRANT ASSEMBLY U36 --U41, ------ SEE RENTON STD -1--" its 40000ON 1. PROTECT EXISTING BOEING UTILITY • REMAIN. CB, T�PE 1 TCE 7 (425)951-4808 Fax Uf T BOEING 319 OE ........ F. "i aMNQ,'� 385 �'-."o T. 2. AFTER APPROXIMATELY DECEMBER 2006 (VERIFY WITH • row Fkvxf �� GE 28. 8� iDI N', 26,46, ENGINEER) CUT AND PLUG ABANDONED BOEING WATER LAJ AND SEWER LINES WITH MINIMUM *121' CUT. WHEREVER ENCOUNTERED. PLUG LENGT H • CONCRETE AT EACH 4 NANA 5011A fr VA V' VA WA VA v fAv A.V ' R10A tA 10-41 00 A WAR"WOR #A 0ANNA WE 0AN IN AA QA W ! _ 'r V ; �AN 0 W A-01 AFj '' A Q,2, 'A ' BrA HAD,. Al - � � - '' 7 � r,4A 'A �A ;4 1 1,�Ijf I %PY51101 X MUWA _%A 111A 66+00 ' CONSTRUCTION C/L -AAR M "C I-W 4 • A 67+00 ASPHA 15" SS 6 0 0 1 W A A X. 7 � 000 0) 00 2" W N 8TH ST STA. ­4 zo, VA L-V a I --fco- - C.." to - i -it-T LO n CF) 12" SD 10+00 NfAL-Vir 0. 1,11AD Z NW,1114 S 8- W 0) "Vo Isr * 3. AFTER APPROXIMATELY DECEMBER 2006 (VERIFY WITH V) ?: co C' - (91 wr EV 29.19 co : -77 -7-7-1-7 144, " W'/7,W,'f20;T77,_,7_/ 7-7-77-7 / ;71-- 8 C14 N 16,5447_ J. -.j SS MH 10E-Jq __RIm__'qA.q0 6" CONC N 18.23 W ENGINEER) REMOVE AND DISPOSE OF BOLLARDS 64_r50 G, 04 DOMESTIC WATER 651 - 00 V) CLOSE CONFORMAKE V) V) STA 65+27.18, 310 JOINT TRENCH 1-12" STUB W/ MJ CAP SEE DWGS W 1-FIRE HYDRANT ASSEMBLY U36 --U41, TYP SEE RENTON STD PLAN B102 A No 8TH $T-o (425)951-4808 Fax Uf T I T. U) (INCLUDING FOOTINGS), FIRE HYDRANTS, AND. PIVtS. 15" SS CUT AND CAP CA 1QT I ON PPE IrSERS FRO tA 10 66+00 ' CONSTRUCTION C/L 67+00 ASPHA 15" SS 6 0 0 1 W A A X. -7 4' -1 T -T + 0 BELOW GROUND SURFACE. CUT, DRAIN, AND MJ CAP F21 77 vai-V7 L7r VA LVE! ��7 �10 z - �G� 11 W V) m 1.07 CI ABANDONED FIRE PROTECTION LINE ON NORTH U71LIDOR 14- 12" MIN CLR. TYP � 000 0) 00 N 000 N 8TH ST STA. 65+19-14= LO n ST. 10+00 NfAL-Vir HCP PA SIGNS 2 CONC 0) qp V) ?: co C' - (91 wr EV 29.19 co Cn -77 -7-7-1-7 144, " W'/7,W,'f20;T77,_,7_/ 7-7-77-7 / ;71-- 8 C14 N C\j J. -.j SS MH 10E-Jq __RIm__'qA.q0 6" CONC N 18.23 X BOEING 6" C1 64_r50 G, 04 DOMESTIC WATER 651 - 00 V) CLOSE CONFORMAKE V) V) STA 65+27.18, 310 JOINT TRENCH 1-12" STUB W/ MJ CAP SEE DWGS X Ld 1-FIRE HYDRANT ASSEMBLY U36 --U41, TYP SEE RENTON STD PLAN B102 12" MIN CLR. TYP � 000 0) 00 N 000 N 8TH ST STA. 65+19-14= LO n ST. 10+00 0000 z DRIVEWAY 0) qp V) ?: co r7 E EV 29.19 co Cn NN C14 N C\j N (Von) 64_r50 G, 04 651 - 00 V) CLOSE CONFORMAKE V) V) 1 X W:2 N 00 N ANNOD X Ld LJ X X Uj W 3350 Monte Villa Parkway I Bothell, Washington 98021-8972 A (425)951-4800 (425)951-4808 Fax Uf 12" MIN CLR. TYP Z LO LO - V- 1• 00 (0 r".1- 04. 06) 1 ('6') r*-*-* Al N K = 100.00 * z 9 in 4'-0" MIN COVER (AT C/L OF PIPE, TYP X LLI 'Im'* --- --)1KLL1p AND 0 U1 ABANDONED FUlAbLt- U) BSP TRACT Q .)IUr- Ur 00 WATER LINE ON SOUTH -SIDE OF STREET. DRAIN . LINES U PLID R P BEFORE CAPPING, DECHLORINATING AND PROPERLY DISPOSING OF WATER. N7 KA 12' ISD ST P/, 12 SD 4. WATER CROSSES UNDER JOINT TRENCH WITH 12 9- I gcos Ltj CLEARANCE. SEE DETAIL 3, DWG U27. CANOPY z 001�� HCP PARKING 5. CONNECT EXISTING 6" SEWER TO MAIN WITH 12 "x6" to U) SIGNS (S CON I 1�rR/W M. TEE PER RENTON STD PLAN B079 (EXCLUDING 7 r777 77 NOUT). MAINTAIN SEWER SERVICE THROUGH - `7 7--77* 7_1 7'_-7_1'17 7 7 CLEA < p f FIN FLR 9.22' TCE Q APPROXIMATELY DECEMBER 2006 (CONFIRM DATE WITH 1C) 20' BLDG SE7BACK LINE ENGINEER). THEREAFTER ABANDON/DEMOLISH BOEING N. 8TH, ST- STA. 68+42,*18= Z) MANHOLE SOUTH OF CURB LINE BY EITHER MA DRIVEWAY STA 10+00 A C 7z STA 68+67.09, 44.5 LT COMPLETELY REMOVING, OR DEMOLISHING TO 5' BELOW HCP PARKING PIPE END CAPPED FOR SIGN Aj FINISH.GRADE AND FILLING MANHOLE WITH COMPACTED FUTURE EXTENSION SAND. PLUG 6"' SEWER AT MANHOLE WITH MINIMUM STA 68+67.09' 9.0** RT' CLEANOUT PER RENTON r%Q_C e_bS Qr S 12" OF CONCRETE. a-�-1'45q Oc* SSMH #8-49 48" STD PLAN 8076.1 'Dco LQS-P-( 0 1E 19.06 GENERAL NOTES.. N TH ST STA. 68+42.18= V) D R EWAY ST. f0+00 1. FOR STORM DRAIN LOCATIONS, SEE DWGS C1__ SDOOSD25. EL =29.31 - cn _4r 0 °, V) 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT z CS4 DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS U) 3: • 00 z -fl -H NO MORE THAN HALF OF MANUFACTURER'S 0 EXISTING GROUND 0 000 0) AN nKI f-% o RECOMMEND-ED MAXIMUM. -3:7 L tn LJ N n a- cl. I Cr X FINISH _D GRADE C14 Cq 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE Ld U) 0 C014STRUCTION (.%./L (14 X X X X X X X WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENE W LU W Uj W ri PER ANSI/AWWA C105. C' _. :t ' C- 4 C T rr) 2 R i vt r r- 4 1 I _F H2,f, leve A", 475 I P UJ LEGEND: 6 LF 15" PVC SS S=0.004 q/FT 0 3: ......... .................................... JOINT TRENCH U,60 up S GENERAL I W act PtAN, i s,Ecjio s W TE 2, TYP � j I I I i I I nn C/) 0 N 00 W m 0 N (0 co � to Ln cN 000 00 N co ff) r- r- U') r__ (0 00 LO 00 14- 00 ff) 00 N 00 00 c3 m 00* co 0 006 006 co 0; co, 6 N N 04 c1q 65 15 0 66 tOO 1 66J50 67+00 67 +50 suit m. BHC Consultants, LLC C8R DESK94m. 720 Third Avenue, Suite 1200 EGA Seattle, Washington 98104-1820 IN 5 L WAM PLS Tel: (266) 50,5-34000 ADDENDUM #4 LA 5/22/06 CONSULTANTS Fax: (206) 505-3406 LCA- Fbimedy a Division of Benyman & Henigar NO. REVISION BY DATE APPR mmvm a LCA LO to II t I _V: 10 If � 000 0) 00 N 000 h 0-) W 00 00 LO n r� r- r­_ 0000 z c6 00 0) 00 06 co co co 6 co Cn NN C1111 N C\j N 64_r50 69 651 - 00 �, CLOSE CONFORMAKE CITY- OF RENTON 1 00 N ANNOD I ONE ff" AT FULL SCALE iF nor ow mm SOME ACCORMMY DATUM 3350 Monte Villa Parkway DepDept. Bothell, Washington 98021-8972 (425)951-4800 (425)951-4808 Fax Uf whpacific.com Z LO LO - V- 1• 00 (0 r".1- 04. 06) 1 ('6') r*-*-* Al N K = 100.00 * z 9 in 4'-0" MIN COVER (AT C/L OF PIPE, TYP X LLI 'Im'* --- --)1KLL1p AND 0 U1 ABANDONED FUlAbLt- U) BSP TRACT Q .)IUr- Ur 00 WATER LINE ON SOUTH -SIDE OF STREET. DRAIN . LINES U PLID R P BEFORE CAPPING, DECHLORINATING AND PROPERLY DISPOSING OF WATER. N7 KA 12' ISD ST P/, 12 SD 4. WATER CROSSES UNDER JOINT TRENCH WITH 12 9- I gcos Ltj CLEARANCE. SEE DETAIL 3, DWG U27. CANOPY z 001�� HCP PARKING 5. CONNECT EXISTING 6" SEWER TO MAIN WITH 12 "x6" to U) SIGNS (S CON I 1�rR/W M. TEE PER RENTON STD PLAN B079 (EXCLUDING 7 r777 77 NOUT). MAINTAIN SEWER SERVICE THROUGH - `7 7--77* 7_1 7'_-7_1'17 7 7 CLEA < p f FIN FLR 9.22' TCE Q APPROXIMATELY DECEMBER 2006 (CONFIRM DATE WITH 1C) 20' BLDG SE7BACK LINE ENGINEER). THEREAFTER ABANDON/DEMOLISH BOEING N. 8TH, ST- STA. 68+42,*18= Z) MANHOLE SOUTH OF CURB LINE BY EITHER MA DRIVEWAY STA 10+00 A C 7z STA 68+67.09, 44.5 LT COMPLETELY REMOVING, OR DEMOLISHING TO 5' BELOW HCP PARKING PIPE END CAPPED FOR SIGN Aj FINISH.GRADE AND FILLING MANHOLE WITH COMPACTED FUTURE EXTENSION SAND. PLUG 6"' SEWER AT MANHOLE WITH MINIMUM STA 68+67.09' 9.0** RT' CLEANOUT PER RENTON r%Q_C e_bS Qr S 12" OF CONCRETE. a-�-1'45q Oc* SSMH #8-49 48" STD PLAN 8076.1 'Dco LQS-P-( 0 1E 19.06 GENERAL NOTES.. N TH ST STA. 68+42.18= V) D R EWAY ST. f0+00 1. FOR STORM DRAIN LOCATIONS, SEE DWGS C1__ SDOOSD25. EL =29.31 - cn _4r 0 °, V) 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT z CS4 DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS U) 3: • 00 z -fl -H NO MORE THAN HALF OF MANUFACTURER'S 0 EXISTING GROUND 0 000 0) AN nKI f-% o RECOMMEND-ED MAXIMUM. -3:7 L tn LJ N n a- cl. I Cr X FINISH _D GRADE C14 Cq 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE Ld U) 0 C014STRUCTION (.%./L (14 X X X X X X X WRAPPED WITH BLACK, TUBE-FORM POLYETHYLENE W LU W Uj W ri PER ANSI/AWWA C105. C' _. :t ' C- 4 C T rr) 2 R i vt r r- 4 1 I _F H2,f, leve A", 475 I P UJ LEGEND: 6 LF 15" PVC SS S=0.004 q/FT 0 3: ......... .................................... JOINT TRENCH U,60 up S GENERAL I W act PtAN, i s,Ecjio s W TE 2, TYP � j I I I i I I nn C/) 0 N 00 W m 0 N (0 co � to Ln cN 000 00 N co ff) r- r- U') r__ (0 00 LO 00 14- 00 ff) 00 N 00 00 c3 m 00* co 0 006 006 co 0; co, 6 N N 04 c1q 65 15 0 66 tOO 1 66J50 67+00 67 +50 suit m. BHC Consultants, LLC C8R DESK94m. 720 Third Avenue, Suite 1200 EGA Seattle, Washington 98104-1820 IN 5 L WAM PLS Tel: (266) 50,5-34000 ADDENDUM #4 LA 5/22/06 CONSULTANTS Fax: (206) 505-3406 LCA- Fbimedy a Division of Benyman & Henigar NO. REVISION BY DATE APPR mmvm a LCA LO to II t I _V: 10 If 4" 00 � 000 0) 00 h 0-) W 00 00 LO n r� r- r� .14- 00 co z c6 00 0) 00 0) 00 NN (33 -j FOR AS CONSTRUCTED 00 68±00 RM NOT NO IN RED 68±50 69 SME. H: 1"=20' V.- 1 =50 VD V8nrA_* NA IMP' CLOSE CONFORMAKE CITY- OF RENTON 00 N ANNOD 4" 00 � 000 0) 00 h 0-) N N 00 00 LO n r� r- r� .14- 00 co 00 c6 00 0) 00 0) 00 NN (33 C6 6 00 68±00 68±50 69 SME. H: 1"=20' V.- 1 =50 VD V8nrA_* NA IMP' CITY- OF RENTON I ONE ff" AT FULL SCALE iF nor ow mm SOME ACCORMMY DATUM Planning/Building/Public Works DepDept. ,cl CITY OF 'RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS UTILITY PLAN AND PROFILE N. 8TH ST. STA 64+25 TO STA 69+00 3/0 (p DAM 4/17/06 fly: PAGE: OPAWM W. U 1��2 h *s4 -104 t� M 0 di W F_ I r a SEE SH E ET ! I 11 1 C814 13 Q � � 02 L el 1 19 t � � .... ssco o ❑ t _� �- _. EXTR. CURB SS MH 10E- -7 -- ,U U 0 ASPHALT Ef R/W o RIM 28.59 3 4 Q EADERS CO KW, "' 6" CON( W,SE 21.63 ` ASPHALT U CB3 Cj T r� l / 777-/ 1 -77-r r i �r i •T - �, ..�.._.. Lam. , 0 0 •rte �HAI K � .G 787.3' GREASE TRAP 10E- 9 ssco `�' " TU TILE CONC ALG_�Ap` . TCE EX BOEING 6 CI- WEST ACCESS LID CENTER ACCESS LID EAST ACCESS LID / 00 ¢ DOMESTIC WATER RI VAULT RIM 28.54 RIM 28.51 RIM 28.48 `i BTM 17.57 6" RISER, TOP 23.15 6" RISER, TOP 22.97 6" RISER, TOP 23.14 U w � B' ,. " " � GE � 80 ' o ,t 6 DI W 21.51 6" IP W 26.32 „ s DI E 21.84 � 6 �; ; BTM ELBOW .80 STA 72 +42.40 9.00 LT 6 IP E 26.28 6 IP E 26.32 6 DI W 26.36 1 i �c " „ BTM STRUCTURE 16.50 BTM STRUCTURE 16.54 6" DI E 26.42 A � fi DI S .98 SSMH #8--5, 48 BTM STRUCTURE 16.08 N 8TH ST STA. 72 +37.34= ca .� PARK AVE N STA. 1 30 +00.00 t BUS 140T C81 - .4-L CB15 ■ C • r U ■ i� MI SCALE o 20 0 10. 20 40 IQ M FEET ) I CONSTRUCTION. NOTES. °W 1. PROTECT EXISTING BOEING UTILITY TO REMAIN. A .2.• CUT AND. PLUG ABANDONED BOEING WATER AND SEWER LINES 0 Q 7 WHEREVER ENCOUNTERED EXCEPT WHERE NOTED "TO REMAIN ". �I 1 PLUG WITH- MINIMUM - •12 LENGTH- OF CONCRETE AT EACH- CUT. o 0 P = 3. REMOVE AND DISPOSE OF FIRE H DRA TS, ND PIV'S. 'CUT AND CAP C ST I ON CI) PIPE RISER CB8 s w R 1 1 E 0 IO A I P P ra. P BELOW GROUND SURFACE. CUT, DRAIN, AND MJ CAP 10" CI W ABANDONED FIRE PROTECTION LINE ON NORTH SIDE OF STREET, AND 6 CI ABANDONED POTABLE WATER LINE ON SOUTH SIDE OF Q STREET. DRAIN LINES-BEFORE, CAPPING, DECHLORINATING AND -- -t4 PROPERLY DISPOSING OF WATER. ... DETECTOR LOMT H2O VALVE r\ Stotion=72+55.71 H2O CL 15" SS ! Offset =- 24.550 Station= 72+57.28 s(� H2O Vertical Bend Offset =- 28.452 Stotion =72 +49.43 T.O.P. 24.8 �` • Offset =- 24.091 H2O Vertical Bend T.O.P. =24.1 Stotion= 72+52.95 C$9 < H2O CL Offset =- 24.399 H2O Volve IF Station= 72+41.69 T.O.P. =24.3 Stotion =72 +57.26 Offset =- 24.228 Offset =- 26.148 T.O.P. =20.4 H2O TEE Stotion =72 +57.22 i Offset =- 24.530 T.O.P.24.8 C^VERED Z . H2O CL ° H2O CL Stotion =72 +54,33 Station= 72+57.38 W I: �1 M ENT Offset =- 24.451 Offset =- 22.971 T T.O.P. =24.5 T.O.P. =26.6 V Fl LE IS H2O CL f Stotion =72 +57.35 DIA. x `G Offset =- 21.760 » T.O.P. =24.8 6 W x .;� 2--4 PL PUMPS, 1--4" METER, 2•--4" GATE VALVES, AND 2--4" CHECK " VALVES. REMOVE. AND DISPOSE OF ALL OTHER PIPING LADDERS FD 3 BRASS HATCHES, AND OTHER APPURTENANCES. PLUG THE FOLLOWING (STA \72+§6.381 NG • 9.00' RT BURIED. PIPES WITH MINIMUM 12" LONG CONCRETE PLUG.:. 2--12 SSMH 8--6 48 "= SEWERS INTO WET WELL, 2--4" PIPES FROM WET WELL, AND 3--4" - Lao PIPES IN /OUT OF VALVE VAULT. ]PM ° 8. EXISTING 10" WATER METER VAULT TO BE ABANDONED, AFTER .P1 TC It - APPROXIMATELY DECEMBER 2006, (VERIFY WITH ENGINEER). SEE .NOTE 9. VAULT CONSISTS OF ±10'-11 x 6'- -5 "W x 6'H 8TH ST 72 +37.34= CONCRETE VAULT WITH 1-12". METER, 1--6" METER, 2--12" GATE zz ARK AVE N 0 +06 Z 3: Z VALVES, A 6" CHECK AND GATE VALVE, AND TWO TEES. SALVAGE << THE METERS AND VALVES. REMOVE AND DISPOSE OF ALL OTHER :z L PIPING, LADDERS, HATCHES, AND PIPE FITTINGS. CUT AND PLUG �' Z (n .,>Y., L c o W c i c° 2--12" PIPE ENTRIES WITH „ cif ,� ,� w s s I N �-- I H MIN. 12 LONG CONCRETE PLUG. EXISTING GROUND ° ...., o0 0 �' c @ @@< a ov o co ^�`�) �/�[�}/) 'REMOVE EQUIPMENT FROM VAULTS. DEMOLISH VAULTS TO AT I q two N INSTRUCT I O N ~ ...:._j Q° w w `J ��' w w• ' Gil cn ? <t F- N U7 F- a- a- H � �-- s z sa-- - �. LEAST 4 BELOW FINISH GRADE. BACKFILL WITH CONCRETE, CDF, FIN ISHED GRADE N x x X X w x X X x O X X x 0 X x OR >< XX 0 X X cnl OR COMPACTED SAND. Q CONSTRUCTI N. C/L X X w X 04 w w w w w w w w --a w w w f-- w V) X ww 0 ww w w xcn i„``► c1q , �-. o,. LT FAR At c UCTED DEWLS ems- . STA 71 +57.62, 24. _ -- -- CONNECT TO EX 12 WATER MAIN, I«AURE MARKED. IN R I `r SEE DETAIL 1, DWG U26 w �. �.. .....r.. .... .� .ur..r.. w.....i.. .... wr r .�..wr.. ..... ..... ..�...i..r .. ..�. �... •..� ... r. �. .�.. ..+.. �... wr.•. .�. � 71f 1!i WERE D � R j 1--12 x12" TEE, FL x FL , W_ " 3. --12.. GATE VALVES, FL x. MJ LOSE 35 F' L 12 W w .. CL 52 DI) 0 as o (n 11. STA 73+11.22, 53 :24' LT � 0-0 14r PIPE END CAPPED FOR FUTURE EXTENSION CLEANOUT� w a W SEE GE ERAL 12" MIN PER RENTON . STD PLAN � NOTE 2 TYP 7 L T5" PVC SS I 7 LF -- 15 PVC SS I PLA B076.1, IE 20.93 C LR, TYP 3 5 F -- W GENERAL NOTES: 3f Q cn FT '"� a�= 0 I S-0.004 / 1. FOR STORM DRAIN LOCATIONS SEE DWGS SD00- -SD25. S--0.0 4 FT/FT " VE TICAL BEND � ' 0 4 --0 IN COVER CV C/L Of PIPE, TYP PE DETAIL 2, V) 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT Dw U279 TYP I I "� DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS NO 3c: V) MORE THAN HALF OF MANUFACTURER'S RECOMMENDED • ! to � MAXIMUM. to i r, w • 04 e^-- e-- .--- co 1* i-- 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE cV III i i I 1 W WRAPPED WITH BLACK, TUBE --FORM POLYETHYLENE w 00 a, � PER ANSI /AWWA C105. w 6 0) C o Z 'Iet&lt cw LLJ Uj Ld LL Uj r V X LEGEND.o�c. JOINT TR NCH- t,_ . j l S `L UD0kri P e c k # r;+� �'�, I ST 1 (0 00 00(D N t'`� t.n d- N (a 0 rn 00 LO d- O 0) O d- O P'_ � N 00 �' t.n o (� N 00 LO # $ 4 795, s�VIVAT. �G t.n (D (0 1- Ltd Lo n LO N (a t-- 00 0) Oo C3) 0) 0) Im 0') N (0 N -d' !n a) 00 0) oo a; 006 00 a) o0 0) 00 0) 00 00 0000 00 00 00 0) 0) c; 0) rn 006 c � cn EXPIRES _ 06/06/07 N N.N NN NN NN NN NN NN NN NN NN NN NN NM Nt'7 NN NN N -"'-'- , ao 1 69--50 1 70--00 701:50 71:[00 71--50.. 72 00 72 50 73100 a SURMi : SCAM DAM CSR �w CITY OF CITY OF RENTON 4/17/06 3350 Monte Villa Parkway SHC Consultants, LLC H. " =2(3' � ► /+�� :A >�- Bothell, Washington 98021 -8972 ■ 2 ' g 7 0 Third Avenue, suite �20o DAR V. � " =5' SOUTH LAKE WASHINGTON Seattle, Washington 98104 -1820 � g �. RENTON P� (425)951 -4800 Tel: (206) 505 -3400 PLS ROADWAY IMPROVEMENTS (425)951 -4808 Fax CO N SU LTAN Fax: (206) 505 -3406 1 ADDENDUM #4 LA 5/22/{6 ._0 " SME DATUM Plonnin � Fo merlya Division of Berryman & Henigar• LCA Ir mn ow g /Butldtng /Pub1tC Works Dept. UTILITY PLAN AND PROFILE whpacxfic.cvtxr NO. REVISION BY DATE APPR sCAE ACONOMWY N. 8TH ST. STA. 69 +00 TO STA. 73 +25 a: LCA 95 204 I - • - • •��� it M-,,,/� 00 N, 8TH ST NMI i • -• � , """" ®`fir `-s7uR_1ED 10 THICK _ ASPH ALT maim .., CONCRETE SLAB CONSTRUCTION C/L N 'APPROX. 32 DEEP if OEING CA TE 40 RT TURN j V 21 SIGN #N RED SI .____._ __._.___. .. •srw�riw�rarywa�ww�ra�r�� -- �:ttttA�..r�a` =_ ,=M � •. �•••••+•••... - ___ .... ssco o ❑ t _� �- _. EXTR. CURB SS MH 10E- -7 -- ,U U 0 ASPHALT Ef R/W o RIM 28.59 3 4 Q EADERS CO KW, "' 6" CON( W,SE 21.63 ` ASPHALT U CB3 Cj T r� l / 777-/ 1 -77-r r i �r i •T - �, ..�.._.. Lam. , 0 0 •rte �HAI K � .G 787.3' GREASE TRAP 10E- 9 ssco `�' " TU TILE CONC ALG_�Ap` . TCE EX BOEING 6 CI- WEST ACCESS LID CENTER ACCESS LID EAST ACCESS LID / 00 ¢ DOMESTIC WATER RI VAULT RIM 28.54 RIM 28.51 RIM 28.48 `i BTM 17.57 6" RISER, TOP 23.15 6" RISER, TOP 22.97 6" RISER, TOP 23.14 U w � B' ,. " " � GE � 80 ' o ,t 6 DI W 21.51 6" IP W 26.32 „ s DI E 21.84 � 6 �; ; BTM ELBOW .80 STA 72 +42.40 9.00 LT 6 IP E 26.28 6 IP E 26.32 6 DI W 26.36 1 i �c " „ BTM STRUCTURE 16.50 BTM STRUCTURE 16.54 6" DI E 26.42 A � fi DI S .98 SSMH #8--5, 48 BTM STRUCTURE 16.08 N 8TH ST STA. 72 +37.34= ca .� PARK AVE N STA. 1 30 +00.00 t BUS 140T C81 - .4-L CB15 ■ C • r U ■ i� MI SCALE o 20 0 10. 20 40 IQ M FEET ) I CONSTRUCTION. NOTES. °W 1. PROTECT EXISTING BOEING UTILITY TO REMAIN. A .2.• CUT AND. PLUG ABANDONED BOEING WATER AND SEWER LINES 0 Q 7 WHEREVER ENCOUNTERED EXCEPT WHERE NOTED "TO REMAIN ". �I 1 PLUG WITH- MINIMUM - •12 LENGTH- OF CONCRETE AT EACH- CUT. o 0 P = 3. REMOVE AND DISPOSE OF FIRE H DRA TS, ND PIV'S. 'CUT AND CAP C ST I ON CI) PIPE RISER CB8 s w R 1 1 E 0 IO A I P P ra. P BELOW GROUND SURFACE. CUT, DRAIN, AND MJ CAP 10" CI W ABANDONED FIRE PROTECTION LINE ON NORTH SIDE OF STREET, AND 6 CI ABANDONED POTABLE WATER LINE ON SOUTH SIDE OF Q STREET. DRAIN LINES-BEFORE, CAPPING, DECHLORINATING AND -- -t4 PROPERLY DISPOSING OF WATER. ... DETECTOR LOMT H2O VALVE r\ Stotion=72+55.71 H2O CL 15" SS ! Offset =- 24.550 Station= 72+57.28 s(� H2O Vertical Bend Offset =- 28.452 Stotion =72 +49.43 T.O.P. 24.8 �` • Offset =- 24.091 H2O Vertical Bend T.O.P. =24.1 Stotion= 72+52.95 C$9 < H2O CL Offset =- 24.399 H2O Volve IF Station= 72+41.69 T.O.P. =24.3 Stotion =72 +57.26 Offset =- 24.228 Offset =- 26.148 T.O.P. =20.4 H2O TEE Stotion =72 +57.22 i Offset =- 24.530 T.O.P.24.8 C^VERED Z . H2O CL ° H2O CL Stotion =72 +54,33 Station= 72+57.38 W I: �1 M ENT Offset =- 24.451 Offset =- 22.971 T T.O.P. =24.5 T.O.P. =26.6 V Fl LE IS H2O CL f Stotion =72 +57.35 DIA. x `G Offset =- 21.760 » T.O.P. =24.8 6 W x .;� 2--4 PL PUMPS, 1--4" METER, 2•--4" GATE VALVES, AND 2--4" CHECK " VALVES. REMOVE. AND DISPOSE OF ALL OTHER PIPING LADDERS FD 3 BRASS HATCHES, AND OTHER APPURTENANCES. PLUG THE FOLLOWING (STA \72+§6.381 NG • 9.00' RT BURIED. PIPES WITH MINIMUM 12" LONG CONCRETE PLUG.:. 2--12 SSMH 8--6 48 "= SEWERS INTO WET WELL, 2--4" PIPES FROM WET WELL, AND 3--4" - Lao PIPES IN /OUT OF VALVE VAULT. ]PM ° 8. EXISTING 10" WATER METER VAULT TO BE ABANDONED, AFTER .P1 TC It - APPROXIMATELY DECEMBER 2006, (VERIFY WITH ENGINEER). SEE .NOTE 9. VAULT CONSISTS OF ±10'-11 x 6'- -5 "W x 6'H 8TH ST 72 +37.34= CONCRETE VAULT WITH 1-12". METER, 1--6" METER, 2--12" GATE zz ARK AVE N 0 +06 Z 3: Z VALVES, A 6" CHECK AND GATE VALVE, AND TWO TEES. SALVAGE << THE METERS AND VALVES. REMOVE AND DISPOSE OF ALL OTHER :z L PIPING, LADDERS, HATCHES, AND PIPE FITTINGS. CUT AND PLUG �' Z (n .,>Y., L c o W c i c° 2--12" PIPE ENTRIES WITH „ cif ,� ,� w s s I N �-- I H MIN. 12 LONG CONCRETE PLUG. EXISTING GROUND ° ...., o0 0 �' c @ @@< a ov o co ^�`�) �/�[�}/) 'REMOVE EQUIPMENT FROM VAULTS. DEMOLISH VAULTS TO AT I q two N INSTRUCT I O N ~ ...:._j Q° w w `J ��' w w• ' Gil cn ? <t F- N U7 F- a- a- H � �-- s z sa-- - �. LEAST 4 BELOW FINISH GRADE. BACKFILL WITH CONCRETE, CDF, FIN ISHED GRADE N x x X X w x X X x O X X x 0 X x OR >< XX 0 X X cnl OR COMPACTED SAND. Q CONSTRUCTI N. C/L X X w X 04 w w w w w w w w --a w w w f-- w V) X ww 0 ww w w xcn i„``► c1q , �-. o,. LT FAR At c UCTED DEWLS ems- . STA 71 +57.62, 24. _ -- -- CONNECT TO EX 12 WATER MAIN, I«AURE MARKED. IN R I `r SEE DETAIL 1, DWG U26 w �. �.. .....r.. .... .� .ur..r.. w.....i.. .... wr r .�..wr.. ..... ..... ..�...i..r .. ..�. �... •..� ... r. �. .�.. ..+.. �... wr.•. .�. � 71f 1!i WERE D � R j 1--12 x12" TEE, FL x FL , W_ " 3. --12.. GATE VALVES, FL x. MJ LOSE 35 F' L 12 W w .. CL 52 DI) 0 as o (n 11. STA 73+11.22, 53 :24' LT � 0-0 14r PIPE END CAPPED FOR FUTURE EXTENSION CLEANOUT� w a W SEE GE ERAL 12" MIN PER RENTON . STD PLAN � NOTE 2 TYP 7 L T5" PVC SS I 7 LF -- 15 PVC SS I PLA B076.1, IE 20.93 C LR, TYP 3 5 F -- W GENERAL NOTES: 3f Q cn FT '"� a�= 0 I S-0.004 / 1. FOR STORM DRAIN LOCATIONS SEE DWGS SD00- -SD25. S--0.0 4 FT/FT " VE TICAL BEND � ' 0 4 --0 IN COVER CV C/L Of PIPE, TYP PE DETAIL 2, V) 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT Dw U279 TYP I I "� DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS NO 3c: V) MORE THAN HALF OF MANUFACTURER'S RECOMMENDED • ! to � MAXIMUM. to i r, w • 04 e^-- e-- .--- co 1* i-- 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE cV III i i I 1 W WRAPPED WITH BLACK, TUBE --FORM POLYETHYLENE w 00 a, � PER ANSI /AWWA C105. w 6 0) C o Z 'Iet&lt cw LLJ Uj Ld LL Uj r V X LEGEND.o�c. JOINT TR NCH- t,_ . j l S `L UD0kri P e c k # r;+� �'�, I ST 1 (0 00 00(D N t'`� t.n d- N (a 0 rn 00 LO d- O 0) O d- O P'_ � N 00 �' t.n o (� N 00 LO # $ 4 795, s�VIVAT. �G t.n (D (0 1- Ltd Lo n LO N (a t-- 00 0) Oo C3) 0) 0) Im 0') N (0 N -d' !n a) 00 0) oo a; 006 00 a) o0 0) 00 0) 00 00 0000 00 00 00 0) 0) c; 0) rn 006 c � cn EXPIRES _ 06/06/07 N N.N NN NN NN NN NN NN NN NN NN NN NN NM Nt'7 NN NN N -"'-'- , ao 1 69--50 1 70--00 701:50 71:[00 71--50.. 72 00 72 50 73100 a SURMi : SCAM DAM CSR �w CITY OF CITY OF RENTON 4/17/06 3350 Monte Villa Parkway SHC Consultants, LLC H. " =2(3' � ► /+�� :A >�- Bothell, Washington 98021 -8972 ■ 2 ' g 7 0 Third Avenue, suite �20o DAR V. � " =5' SOUTH LAKE WASHINGTON Seattle, Washington 98104 -1820 � g �. RENTON P� (425)951 -4800 Tel: (206) 505 -3400 PLS ROADWAY IMPROVEMENTS (425)951 -4808 Fax CO N SU LTAN Fax: (206) 505 -3406 1 ADDENDUM #4 LA 5/22/{6 ._0 " SME DATUM Plonnin � Fo merlya Division of Berryman & Henigar• LCA Ir mn ow g /Butldtng /Pub1tC Works Dept. UTILITY PLAN AND PROFILE whpacxfic.cvtxr NO. REVISION BY DATE APPR sCAE ACONOMWY N. 8TH ST. STA. 69 +00 TO STA. 73 +25 a: LCA 95 204 I - yt m ed i a M E RAI 131 f • qt► W Nil - 10611 TCE 4 44 .fie �1 ►1► ,wo! <; I ► � � %.c��► V► ®� 16. Of RT _J1 14 N. MEW STA 59+89.79 SSMH # 10-51 4891 �. LAW RE 60+11.87— PIPE CAPPED OR r. } PARK AVE N CLEANOUT R i PER RENTON STD PLAN 8076.1 38+34.77 a -_. . v IE 21.00 116'1�I' • r i i ii'• r i STA • i '' 1 i i i i r r PIPE END CAPPED Or M ► 1 N. 10TH ST. STA. 6 2 +95.86 = ; IE 21 00 p sly r_ t • s f DRIVEWAY STA. 10+00 UJI xk 3 p. 11. STA 62 +89.09 44.5 RT _.._..._��....__..__�.,�..__._........__._ CLEANOUT PER RENTON S �-- TD PLAN B076.1, o 00 00 1 `� < 's' l EXISTING GROUND ( I �.- - t f L z o r ! Q o� z IE 20.93 Q �: 1 o II L < � c � 0 CONSTRUCTION /L � � Q N 00 r� C� } N d' 00 ; 0 = 00 - N � � � � i ..... o `_' � � FINI HED GRADE � �o � � _ , w 0 z .0 . �. U) o = o = N { _ >- 12. BEGIN. 400 R. STA 59 +30.14, 18.00 LT • 0 CONSTRUCTI0�1 C/L .._.__.._ cn c� o + + R N w w c� cn _ f _.z �u - W ! o 00 , W 07 W , � cn rz 13. BEGIN REVERSE CURVE STA 59 +82.94 14.50 LT U N to = <t 1N 00 O ~ Z � I H__� w �— (O t7 �- �' - .' l �-!-� li i W - t-1 . LL' /""� z w O �C `� , Lij o cr y: X x X >� `° a oc Q - - N �-- 40 END REVERSE 400 R STA 60 +35.699 11.00 LT � i�1 � W �.i..!�€ � � Z to d. to { #.�,.1 r- �k_? ..� � �f L:_.I _ ._ -__ _ _ :- _ -- - �1 _ __ _ _• -__ __ __ __.__ ..__ _ .._v. . __ -+ _ _..__...._._ _ j( _ ­-30 15. BEGIN 4001 R -STA 60 +86.279 11.00' LT E If i VV 4/ W 16. END 400' R - STA 62+1.90759 19018 LT 6 MIN �a f 5� D) E } i l i C L t/1 f -f1�P��.,.,,�.,.. 445-- L - �-.- W ,_ _ w GENERAL NOTES: •- rte. 0 � � E E , W - t S t 1. FOR STORM DRAIN LOCATIONS, SEE DWGS t VCS �.,� � 142 � LF 12 P ff f t ���� - SD00 -SD25. _ 1._6.O.M LF -- x..1.2_... P t ) ' 0 FT /FT FT - S=0.0 10 ; LO 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT f _ S= 0.0050 FT FT i \_1 22 MIN DEFLECTIONS .IN WATER LINE,,, DEFLECT PIPE JOINTS ) iii ! CLR, TYP I'�'� NO MORE THAN HALF OF MANUFACTURER , S RECOMMENDED MAXIMUM. BENDS AT PIPE CROSSIN G 4' -0" MIS! COVER AT I ' c� �`' SIMILAR TO DETAIL 3, ° 1 � W cn cn ; '�C 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE M 60 +90.25 w C/L OF PIPE, TYP f w 07 N N ? SHEET U35 ; WATER AT MsIN ) N N a I N - V WRAPPED WITH BLACK, TUBE --FORM POLYETHYLENE o � r-- � � ,, � I 18,62 -- 12,E �E &W �- �- oo � ;,`L� �-- oo � PER ANSI AWWA C105. ` 6 ABOVE STORM ; -. - _ _ / i E 18.6 2 -- 12 N _. _ _ _ _ ___ i_ �L_ _-- _r - _- W C-1 w,;xfa�e\ Afpsx li" E �v F I iN N O I N O 0) O W . . 0 . . . FOR . 00 oo rn0 o 0 E I It— Ir- r..� . LEGEND. NT MM tin { f-- JOINT TRENCH C. I CLOSE �0 i �' ltd•' of Q " � � G -' •�, III '�' ! .�' EXPIRES s Ls 0 �C 1ST $g4 tr) N ! N I 0 N O 0 I 0) ) ? r I �? r,�, ,►4er .. ;c, , sslCQNAL ao oo 00 C N K) O ( LO ILO • o . 00 LO . 00 O O � O O O � O O 00 00 o6 " 100 W 000) 100 ' ` 00 o 0 J o 1 o O � 0) ► r o � o EXPIRES 0 6/06�/0� 7 N N N � N N N N N N N N N I N N M a� (el+lsco '*, (9 ®s °I."t 50 r00 59 -50 - - �q j, tac:S7 0 LT �YcsR � � � ��;,., .> CITY � (� CITY OF RENT X4/17/06 3350 Monte Villa Parkway BHC Consultants, LLC UDPATE SS PER ROAD PROFILE REVISIONS RAT 2.10.06 MSV H: 1 =-20 }3- ON Bothell, Washington 98021 -8972 720 Third Avenue, Suite 1200 2 MOVE JOINT UTILITY TRENCH TO EDGE OF R W RAT 7.07.06 MSV DN V: 1 " =5' SOUTH LAKE WASHINGTON � Seattle, Washington 98104 -1820 on11� _ RENTON Tel: (gas) 505 -3400 AND ADJUST FH LOCATION. PLC aE M ROADWAY IMPROVEMENTS (425)951 -4800 CONSULTANTS Fax: (206) 505 -3406 1 ADDENDUM #4 LA 5/22/06 al„oc DATUM (425)951 -4808 Fax LCA AT RU � Planning /Bullding /Public Works Dept. UTILITY PLAN AND PROFILEf Formerly a Division of Berryman & Henigar ypp� SM .Y T w F Wr 0!E NCH sb whpacific. com NO REVISION BY DATE APPR N 10TH S STA 59 00 TO STA • LCA 99 204 z Q W son W cn W , wri 0j 4 _2 _12— + Q + I L0 Q E-- cf) E . W z j � U F— M ► 1 N. 10TH ST. STA. 6 2 +95.86 = ; IE 21 00 p sly r_ t • s f DRIVEWAY STA. 10+00 UJI xk 3 p. 11. STA 62 +89.09 44.5 RT _.._..._��....__..__�.,�..__._........__._ CLEANOUT PER RENTON S �-- TD PLAN B076.1, o 00 00 1 `� < 's' l EXISTING GROUND ( I �.- - t f L z o r ! Q o� z IE 20.93 Q �: 1 o II L < � c � 0 CONSTRUCTION /L � � Q N 00 r� C� } N d' 00 ; 0 = 00 - N � � � � i ..... o `_' � � FINI HED GRADE � �o � � _ , w 0 z .0 . �. U) o = o = N { _ >- 12. BEGIN. 400 R. STA 59 +30.14, 18.00 LT • 0 CONSTRUCTI0�1 C/L .._.__.._ cn c� o + + R N w w c� cn _ f _.z �u - W ! o 00 , W 07 W , � cn rz 13. BEGIN REVERSE CURVE STA 59 +82.94 14.50 LT U N to = <t 1N 00 O ~ Z � I H__� w �— (O t7 �- �' - .' l �-!-� li i W - t-1 . LL' /""� z w O �C `� , Lij o cr y: X x X >� `° a oc Q - - N �-- 40 END REVERSE 400 R STA 60 +35.699 11.00 LT � i�1 � W �.i..!�€ � � Z to d. to { #.�,.1 r- �k_? ..� � �f L:_.I _ ._ -__ _ _ :- _ -- - �1 _ __ _ _• -__ __ __ __.__ ..__ _ .._v. . __ -+ _ _..__...._._ _ j( _ ­-30 15. BEGIN 4001 R -STA 60 +86.279 11.00' LT E If i VV 4/ W 16. END 400' R - STA 62+1.90759 19018 LT 6 MIN �a f 5� D) E } i l i C L t/1 f -f1�P��.,.,,�.,.. 445-- L - �-.- W ,_ _ w GENERAL NOTES: •- rte. 0 � � E E , W - t S t 1. FOR STORM DRAIN LOCATIONS, SEE DWGS t VCS �.,� � 142 � LF 12 P ff f t ���� - SD00 -SD25. _ 1._6.O.M LF -- x..1.2_... P t ) ' 0 FT /FT FT - S=0.0 10 ; LO 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT f _ S= 0.0050 FT FT i \_1 22 MIN DEFLECTIONS .IN WATER LINE,,, DEFLECT PIPE JOINTS ) iii ! CLR, TYP I'�'� NO MORE THAN HALF OF MANUFACTURER , S RECOMMENDED MAXIMUM. BENDS AT PIPE CROSSIN G 4' -0" MIS! COVER AT I ' c� �`' SIMILAR TO DETAIL 3, ° 1 � W cn cn ; '�C 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE M 60 +90.25 w C/L OF PIPE, TYP f w 07 N N ? SHEET U35 ; WATER AT MsIN ) N N a I N - V WRAPPED WITH BLACK, TUBE --FORM POLYETHYLENE o � r-- � � ,, � I 18,62 -- 12,E �E &W �- �- oo � ;,`L� �-- oo � PER ANSI AWWA C105. ` 6 ABOVE STORM ; -. - _ _ / i E 18.6 2 -- 12 N _. _ _ _ _ ___ i_ �L_ _-- _r - _- W C-1 w,;xfa�e\ Afpsx li" E �v F I iN N O I N O 0) O W . . 0 . . . FOR . 00 oo rn0 o 0 E I It— Ir- r..� . LEGEND. NT MM tin { f-- JOINT TRENCH C. I CLOSE �0 i �' ltd•' of Q " � � G -' •�, III '�' ! .�' EXPIRES s Ls 0 �C 1ST $g4 tr) N ! N I 0 N O 0 I 0) ) ? r I �? r,�, ,►4er .. ;c, , sslCQNAL ao oo 00 C N K) O ( LO ILO • o . 00 LO . 00 O O � O O O � O O 00 00 o6 " 100 W 000) 100 ' ` 00 o 0 J o 1 o O � 0) ► r o � o EXPIRES 0 6/06�/0� 7 N N N � N N N N N N N N N I N N M a� (el+lsco '*, (9 ®s °I."t 50 r00 59 -50 - - �q j, tac:S7 0 LT �YcsR � � � ��;,., .> CITY � (� CITY OF RENT X4/17/06 3350 Monte Villa Parkway BHC Consultants, LLC UDPATE SS PER ROAD PROFILE REVISIONS RAT 2.10.06 MSV H: 1 =-20 }3- ON Bothell, Washington 98021 -8972 720 Third Avenue, Suite 1200 2 MOVE JOINT UTILITY TRENCH TO EDGE OF R W RAT 7.07.06 MSV DN V: 1 " =5' SOUTH LAKE WASHINGTON � Seattle, Washington 98104 -1820 on11� _ RENTON Tel: (gas) 505 -3400 AND ADJUST FH LOCATION. PLC aE M ROADWAY IMPROVEMENTS (425)951 -4800 CONSULTANTS Fax: (206) 505 -3406 1 ADDENDUM #4 LA 5/22/06 al„oc DATUM (425)951 -4808 Fax LCA AT RU � Planning /Bullding /Public Works Dept. UTILITY PLAN AND PROFILEf Formerly a Division of Berryman & Henigar ypp� SM .Y T w F Wr 0!E NCH sb whpacific. com NO REVISION BY DATE APPR N 10TH S STA 59 00 TO STA • LCA 99 204 aci a 1 a a� r� 4i ' a .- a E a m r Mi lij Z O 1 a m r� i,i /�l 0) cy) W 17— 13L Too* c*4 W Z U) W W cf) L0 04 F V) W z 3: CJ ,rem 04 :D C/) UJI LLj c/) LO 04 -j- • cf) Ld Z :3 4'r - 0 F-_ 0 0 00 0; z 1%1) 40 a 0 - 00:' z N 00 DO oo X X bi L-Ij Lij Ld — N coo 20 Lo 0 u; 0 0 (3i r) tr) 0) c\j . cq c1q c1q 34 50 35 O 3350 Monte Villa Parkway Bothell., Washington 98021-8972 (425)951-4800 (425)951-4808 Fax whpacific.com mI - MATCHLINE STA. 59+00 EE SHEET U16) m _4 cn -91 cn W z /�v PARK VE N STA. 38+34.77= N 10T ST STA. 60+11-87 u") ELEV= 8.44 00 V_ 0 f—EXISTING GROUND 20 0 10 20 40 a LO N-4 rl*-- U) --H 2. WATER CROSSES .UNDER JOINT TRENCH W/ MINIMUM 12" CLEARANCE, SEE DETAIL .2 DWG U27. F @ CONSTRUCTION , C/L. FOOTINGS), FIRE HYDRANTS, AND PIV$S. CUT AND %fl U) 2 04 Z c1q PROTECTION MAIN WITH Mi CAPS, APPROX. 3' BELOW 001) V) 6 0 3:: N . n �4 < X 00"% to) EXISTING GROUND DISPOSING OF WATER. UJ 0 W N W 04 X (104. t�lar 0 W C*4 @ TOP C F ISLAND `EE NTO STAND RD P B SrO WiTK C-OF A . cr- 15 - 70 4KJf- -ro 'r- W uj PAD or,3 -TT,-)P OP �SC) rum F I k M I a 4'-0" MIN COVER A r,C)ILO N 0") 00 dr\ m c6 0-)lo6 c1q N N N REVISION • Ef IN 0 W 3: W W 0 20 SEE G NERAL + NOTE 2-, TYP CD K) to W z j O.0 ) 00(0 07 0 O u) t 4- t O) 06 00 OO 00 000 N 6 6 0 6 0 ') N N C'4 38+00 38+50 39 VOWAU NAVD 19M H: 1 "=20v HOROMMU IM IW3/IWI CITY O F V.- 1 " =59 1 'A� .� R E N TO N I ONE R" I DATUM AT SAL SM-E IF not' OW NM Planning /Building /Public Works Dept... SC" ACCOMMOW SCALE 20 0 10 20 40 FEET 000NSTRUCTION NOTES . 1. PROTECT EXISTING BOEING UTILITY TO REMAIN, 2. WATER CROSSES .UNDER JOINT TRENCH W/ MINIMUM 12" CLEARANCE, SEE DETAIL .2 DWG U27. 3. REMOVE AND DISPOSE OF BOLLARDS (INCLUDING FOOTINGS), FIRE HYDRANTS, AND PIV$S. CUT AND CAP CAST IRON (CI) PIPE RISERS FROM. 10" CI FIRE PROTECTION MAIN WITH Mi CAPS, APPROX. 3' BELOW GROUND SURFACE. CUT, DRAIN, AND MJ CAP 10 CI ABANDONED FIRE PROTECTION LINE. DRAIN LINES BEFORE CAPPING, DECHLORINATING AND PROPERLY DISPOSING OF WATER. 4. STA 38+95t 36.56 ' RT FIRE HYDRANT ASSEMBLY SEE RE ON STD PLAN B1 02 (104. t�lar 0 rN c-t!S 5. STA 38+84.92t 66.00$ LT 2" TAP FOR IRRIGATION METER & BFPI `EE NTO STAND RD P B SrO WiTK C-OF A . cr- 15 - 70 4KJf- -ro 70f OF- :SD LOZ2- FLAq_ U -FH t PAD or,3 -TT,-)P OP �SC) 6 D 2 Z_ ftg- D0A I W k6C, ACV[ S; to rQ1:5 GENERAL NOTES, 1. FOR STORM DRAIN LOCATIONS, SEE DWGS SDOO—SD25. 2'# FOR VERTICAL AND HORIZONTAL PIPE JOINT DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS NO MORE THAN HALF OF MANUFACTURER'S RECOMMENDED MAXIMUM. 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH BLACK, TUBE—FORM POLYETHYLENE PER ANSI/AWWA C105. bv W& vv 00153-2-4 0, '91 S TV, V, IONAL EXPIRES 06/06107 CITY OF RENTON DAIE 4/17/06 SOUTH LAKE WASHINGTON ME ROADWAY IMPROVEMENTS mwm NO.. UTILITY PLAN AND PROFILE U22 ,.. PARK AVE. N. STA. 34+25 TO STA. 39+00 104 204 Cy) .. r STA 4++84-44-9 5-3.5 STA 42 +08.329 57.50 LT SCALE 1 -12 MJ CAP W TEMP IF I PIPE END CAPPED FOR 20 o 10 20 40 cy) :N \;1 JOINT TRENCH BLOWOFF PER STANDARD FUTURE EXTENSION Q y imp $ ;,SEE SHEETS PLAN 810.4 !E 16 94 f ?'�• . i-~ _ - t- f U44-- U 48 � � 1- THRUST BLOCK TCE _- " .. "- ,�',,� (FEET ) 57 LF 8 SS PARK. AVE. N. STA. 42 +00.06= LU M r rz S- 0.050 FT /FT =- DRIVEWAY STA. 10 +00 �- TCE � � f� � � ;r cv � STA 42+ FICONSTRUCTION CIV NOTES s , -SSMH P -1, 48 1. PROTECT EXISTING QWEST UTILITY TO REMAIN. f~-�- �� _ " `- --�� PARK. AVE. N. STA. 41 +83.74 =y , << 1 = REMOVE AND DISPOSE OF BOLLARDS (INCLUDING _ -- r _STA. 10 +00 FOOTINGS), FIRE HYDRANTS, AND PIV'S. CUT AND co CAP CAST IRON CI PIPE RISERS FROM 10" CI FIRE w ` cy t- x - -' ! PROTECTION MAIN WITH MJ CAPS, APPROX. 3' BELOW _ GROUND SURFACE CUT DRAIN, AND MJ CAP 10 -_.... - -_.,. _ .}. _ ..;..rv. ,. , . .,.- _ -- ._ . ; ,� .,, ; .., - -.:_ � °--- _�, •, � ; �. , ,. - �" �., �� r� CI ABANDONED FIRE PROTECTION LINE. DRAIN LINES �,,✓ t - ~w .. __. _"• � �- :_..��� _...._ � -� � � • BEFORE CAPPING, DECHL TIN AND PROPERLY _.. _ _ O_C _ A ,,._ = - --_ -_� .__ - =- �`- =' = _` � - --_ - -_� DISPOSING OF W TER. _. --.. . �,Y -;:.:_ r,� __ _ -- © -- ,� -- w-� -� °- --� _ �_ ' 3. MAINTAIN N MIN 9' SEPERATION C - _ - _ _ sc n 1, r_ - �` - - - -_�_�_ _ p�� --mod t /L TO C/L --�-_ •.,. _. __�� _ ._. 0 ° _ rJ --o _ _ 81 _ 4. STA 41 +78. 22.05 RT � 1 CROSS, FL x F 2-1291 GATE VALVE, FL x MJ 41 +U0 . - p �-..- _ - _,, - --_ p _ _ r 2 -12 ADAPTER FL x MJ -- - p w 24. . ,____ - ----._ _ = ,, � • `- 5. STA 41+77.89,L 52.95 RT Z` 3 ;_ CON TRUC ION /L �, -- ---�. ,_ N _ 7 F 1 12 MJ CAP W TEMP BLOW of F - - _ --- -- -- _��_g'n PER RENTON STD PLAN B104 `- ----- _w _ 3 - - -__ -- - -:= = = �' --_.. 12" W A�.s 1-- THRUST BLOCK iib IRE s�' -- =_.___ _- _ _ _� --- -. -___ ,,�- ---- __� r 6. STA -�4• -1 -RT per /w TCE • - --_.-_ - - - -- f - _ t, - - �. _ .-s- f TCE �- I E ~ =_.- lec.� .'��q f Iii ~� \_._ _^�w ��� /�■ ^7 ���1 -r 11ii f{ t fly f YID. '....'_ =•..• +.. . /'i.ri7 r_'.a.,.... '- "•.m.. "°r.'•. "_..,__ -.� t..".^_•, ' I �-~~ �(� ( ,y� '.... -w {._. ..! >Y S'.. `w r SD 3 �_ ..f 7. STA 41+64.90, 21.62 RT .."-- .. ..... ........., a ..,,_^ - � t�i � (r-; "".,,, _.'..`--- V_.__- .... p --- _.., - '".. r.,w- ._..,®"`--- __,,._ f `-- '-_ '- - ^.•--- -�_ »lj�-.. ..`^-- .,r..,_....:,.,,, .. , ."'' •, ---- ,— "'-....,,.,, t r j'i� j i � ` � Ei!ftt'. F``i� .. 1 t 1 ej ° ^^ y ± !? ,; i 7"? ,^t.,. a. ,.,,.1.,_'r.. r .`"^a._`- .,,,. -... ..- .....,_„ - .- ._.....___.... _..• r - . ~ihi' _ '""'_•`"^.r._ f ,....- ...... 4�l� ,, '• !&!'-q � y ; S.# t A �' }^., • ..,..► "_.".'^..*.' °.• -+,. .v. _ ^'- .,.. _" `-- ^.....` .., -,,, ,/'qp y v - •+s- ...,,_°.,,,__..w... ,..4 (� ,�. �° f f'� ..F f j �, �.+3,,. t �J uw! f�.i `iJ •..,,,,,,� r�y.:�„�„„ Jm„�„�.,... — '••y ----- —'- , l`__._. - '.._...,.. ».,.... -- `L yi. f- '°.:.. °'�,-• �-_. 9' FR 0 M FA E. t �}^. ( t � �� ',fr' ' iO . ,,,{{f {``1 �...\1sd "'d1 },,, ` "' u' i "t G 3 A • ,� 1N 1.'�� . ; i �t ,t , --- �- --- _'cam-, t ( t l ; t "' `•- ....'... .. . t t`t .:m„w,- .:..:.'.`M°- .._... a '`'-_.�.... - '. j s � y '- r q OF CURB e 58 L - 10 SS ^ = =-- -- 'N / k' STA 41 +44 33.87 RT __'� 1 J . .. `` 3 y - --�- ,F - S= 0050 FT/ FT - - -`-- �-- - i c t LZ 4 -bD lTt �_ v� i FIRE HYDRANT ASSEMBLY_ _-� _ _ _ _ _ , - ... - SEE RENTON STD PLAN B 102 r, r __.,._ 5_ : _ _�= _ _ _ ___ _ ^ ;, j- �- �.�� -_ ``- ..__. �,`` c Qc By �( ®s-r; ® °' J/ {.. ";' u,,,s "•i - t '`✓V 0.e -' .'+:)ii .� �.`r• f ^.......,,.'±., _.„_,......_..- 1t `-.:.i p * ? { L+ 1R.i � t 1 J i ; ' ' 1 _ j . ' �g`l "� "�`'t S'�'� 1fi �" � ♦ ri,�' �° i L{� +0' i�.�""� _..._.___.__.___ � FINISHED � RAD E � ..- - -..._ � C) PARK AVE N STA. 41 +83.74 0 t ® I I ! w DRIVEWAY S . 1 C F / =- Q ELEV=27.48 4 Fr w w EXISTING ROUND N _ CONSTFUCTION C L I _ w EXISTING G ROUND .M .. , { - d- W 0 • , / �. _ ,yam O TRUCTtON t r N - M cn (�! . s' ,..: _• ^ ��j/',�� �+ � /j� jL�_ ' 4 � /'� c.� ✓� ui Ate. (N' (n _ -{- w �( at Ln N �, 0 w 'S 00 � � � � N � EXISTING ROUND w o Q ;: a N w o > a N 3:. GENERAL NOTES. -w° �- i� .. --) E 0 TOP 0 F I 1 SLAN D N :�:, F— N — %_ N Q ,N N I N CJ .. � L.._I _ w 2: > �_ x' 1. FOR STORM DRAIN LOCATIONS SEE DWGS N _ ___ _ _ _ _� _ _._ _ _ _ 30 ___ �-- w _ -- - - _ ._cn _ �- c - �30 N SD00 -SD25. Ar D_.._ ff 2. FOR VERTICAL AND HORIZONTAL PIPE JOINT __14 pm -Amulml ( ' 1 -- • -- •F-- • --- • f— DEFLECTIONS IN WATER LINE DEFLECT PIPE JOINTS vnd1.)0c c, 01 cl) m I rmo- :STA 46+59.87t 01 m +A 00 ",a —0 —4700' LT z IkA M 00 0 REMOVE EX SSMH 0- 0 41 L6 ;AND REPLACE WITH _11VM pNO3 of LA #1 SSMH #P-3. 48 OM 41- 00 C3 _1 'Z R/W r STA 46+75.141 00 16) 0-z 49.3' LT ozo CONNECT TO A "k I EX METRO SSMH A�, 12. R02-79 0 SEE DETAIL 1 -7 -cla!b,' e?0, Icb k 0 m P­4i�Ltoll -iw,- 0 S D 0 (A (A 0 SS SHEET 28 CD 0 — V_* * �A) > 7 a: Ul 1c, C, > STA 46+24=9 2&0 1 CV 174 1 = U) 44.0, SSMH #P--2, 48 s o ^�a CD Ln 00 12" SS Z III EX 96 A A METRO 0 0 SEWER4 O , -A 45+00 r) _01 +0 7+0 As J0 As it V )< OF A A0 q)/4 Q A 00 C) M rn Z < 12" -n c:s _A� 43i c) 0 Aj V & (A M 0 7>-' �4 pap ti �� Cb 1 90 �0 0j 0 a) cri 00 N t \ m t c,°' -�' pad' 1 0, cf) r x 6 3 -:4 m a as , (V z 'Ln N N A cb STA 45+53.80, 67.79 RT ' FIRE HYDRANT ASSEMBLY z 0 0 0 0 SEE RENTON STD PLAN B102' k6j 1-12"x12" VERTICAL CROSS,, MJ x FL,,:,,, o j ��7 PER DETAIL 3, SHEET 'U26 0 L--j 1--12" CAP, MJ V 1—THRUST BLOCK 0 cy) 0 0 0 lu 0 0 --1'0 RW + oN3j / lb . 4 0 0 2"1 MIN VEj2TICAL BEND PE DETAIL 2. fSHEET U27 S=0.004 PT/FT 00 ° 00 00 00 00 * o6 00 00 N N N N 44-50 45+00 720 Third Avenue, Suite 1200 SeatUe, Washington 981041820 Tel: (206) 605-3400 CONSULTANTS Fax: (206) 605-3406 Formerly a Division of Benyman & Henigar ,0 r___ cD 00 50 0 - 00 0*) 00 (6 cq 4471700 N*) Ill- .00 00 N 04 N N N 3350 Monte Villa Parkway 50 1 Bothell, Washington I\ IS L 2�rl- .98021-8972 (425)951-4800 (425)951-4808 Fax whpacific.,com S=0.004 PT/FT 00 ° 00 00 00 00 * o6 00 00 N N N N 44-50 45+00 720 Third Avenue, Suite 1200 SeatUe, Washington 981041820 Tel: (206) 605-3400 CONSULTANTS Fax: (206) 605-3406 Formerly a Division of Benyman & Henigar ,0 LO .0,) * 04 N N N 5 50 1 I\ IS L 2�rl- 48 LF 12" PVC SS, =0.004 cn3: FT/FT Z 04 CN U) z (0 (0 NN P., RECONIS ECT EX 12" CONC 1.3% IE 16.2± 00 �j 42-0 12 LF 12" PVC S_0.0 0 FT/FT EX METR O SSMH R02 7 CHANNELI 9.5± 1E 13.17 — 12" SE PLUG EX 8" SS W/ IN 12" LONG.CONC PW IE 12.0± LN -4- 0 C�l Lq co cO co .6 co 0 co - 04 46-rO0 46+50 VaNN iRibi IQ Z GENERAL NOTES, 1. FOR STORM DRAIN LOCATIONS, SEE DWGS SDOO—SD25. 2. FOR VERTICAL AND HORIZONTAL PIPE, JOINT DEFLECTIONS IN WATER LINE, DEFLECT PIPE JOINTS NO MORE THAN HALF OF MANUFACTURER'S RECOMMENDED MAXIMUM. 3. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH BLACK, TUBE—FORM POLYETHYLENE PER ANSI/AWWA C105. VOMAU N►VD IM H.- 1 =20' CITY OF RENTON I ONE ff:14 DATUM AT FULL SCA E Planning/Building/Public Works Dept. iF mr ow mm SCAE ACCOMW ml, 0035314 &Of- STV, ONAL EXPIRES 06/06/07 DAM CITY OF RENTON 4/17/06 SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS PW- UTILITY PLAN AND PROFILE U24 PARK AVE. N. STA, 43+50 TO STA. 46+69.44 SMT: OR 106 204 -r i a m w� w Ul 01, fq C rn ±10 FT INt EXISTING. c? WATER LINE EXISTING NEW WATER LINE 0 WATER LINE w F- 0 NEW WATER LINE EXISTING TEE, DEAD END ±8 FT LINE, CAP OR PLUG 1—VERTICAL CROSS (MJxFL) FOR POLYPIGGING DO NOT DISTURB BLOCKING 1 —BLIND FLANGE ON TOP WITH 2 TAP & 2" PLUG 1 —BLIND FLANGE ON BOTTOM 0 1 —PLUG (MJ) W/ 2`TAP & 2" BLOW—OFF 1— TEMPORARY BLOCK 1— VERTICAL CROSS (MJxFL) FOR POLYPIGGING TESTING , DETAIL 1 —BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1 —BLIND FLANGE ON BOTTOM EXISTING 1 —PLUG (MJ) WITH 2" TAP & 2" TEMPORARY BLOW—OFF WATER LINE NEW WATER LINE TEMPORARY BLOCK —7— EXISTING \T WATER LIN E CUT—IN BY CITY FORCES) 1—TEE (FLxFL) W/ CONC BLOCK FOR AS CONSTRUCTED DETAILS J_1 3—GATE VALVES (FLxMJ) AFTER ALL TESTING, CLEANING BY POLYPIG AND FEATURES NOT MARKED IN RED 2—SOLID SLEEVES (MJ) OR ROMAC COUPLINGS DISINFECTION, REMOVE TEMP BLOCK & BLOW—OFF & WERE INSTALLED IN REASONABLY 1 —PLUG (MJ) W/2"TAP & TEMP BLOW—OFF CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) CLOSE CONFORMANCE WITH TEMPORARY BLOCK AND DI SPOOLS FINAL CONNECTION BY CITY FORCES PLAN, LOCATION, AND ELEVATION TESTING DETAIL FINAL CONNECTION DETAIL EXISTING ,�, CONNECTION TO EXISTING STUB OR DEAD-END 'LINE WATER LINE WATER CONNECTION DETAIL 2 NOT TO SCALE CITY OF RENTON STD PLANS 04/04 DWG NAME: BRX8 SP PAGE 6116 NEW WATER LINE LST DATE. pop. AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP BLOCK & BLOW—OFF & CONNECT TEMPORARY 2" GALVANIZED PIPE WITH SLEEVE (MJ) & DI SPOOLS AND 2" GATE VALVE FINAL CONNECTION BY CITY FORCES FINISHED GRADE ELEVATION 10, EXISTING oo 0x\K//, oe N I '�INN Nl\\>, % WATER LINE XX a7k J-N FINAL -CONNECTION DETAIL. 3 FT MIN COVER (10 —INCH DIAMETER AND UNDER) INSTALL 27 PLUG ON TOP BLIND FLANGE 4 FT MIN COVER (12 —INCH DIAMETER AND OVER) AFTER REMOVAL OF POLYPIG PLAN VIEW 4 NEW WATER MAW N POLYPIG 41 3 VALVES. CUT-IN INSTALLATION P%I- . . 600" A A w 'WATER CONNECTION DETAIL VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE NOT TO SCALE VERTICAL CROSS (MJ X FL) CITY OF RENTON STD PLANS 1 —BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW—OFF ASSEMBLY LST DATE: 04/04 DWG NAME: BRX03 SP PAGE 13112 (REMOVE BLOW—OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING *-POLY—PIGO) 1 —BLIND FLANGE ON BOTTOM OF CROSS 1 —PLUG (MJ) ON END OF CROSS 1-CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN VERTICAL CROSS FOR POLYPIGGING WATER MAIN, POLYPIGGING STATION DETAIL 3 �y 35 1 NOT TO SCALE `',,A gc .1 S TV, CITY OF RENTON STD PLANS % °N"' � LST DATE: 04/04 DWG NAME: BRX5 SP PAGE 6114 EXPIRES 06/0 Sr.4m* DAM CSR MWA- va 3350 Monte Villa Park SHC Consultants,, LLC HONZOWAU "AD119V CITY OF RENTON 4/17/06 Parkway a AS SHOWN Bothell, Washington 98021-8972. 720 Third Avenue,, Suite 1200 CITY O F Seatile, Washington 98104-1820 AM ML SOUTH LAKE WASHINGTON DRAM R ENTON ME (425)951-4800 Tel: (206) 505-3400 CAD ONE RM DATUM ROADWAY IMPROVEMENTS DRAWM NM x CONSULTANTS Fax: (2w) 5o5-34o6 c"wKm (425)951-4808 Fax U^ ff RU WME Planning/Building/Public Works Dept. WATER CONNECTION DETAILS U26 Am"edy a Dim= of Beffynm & Henvar F wr ow Pm whpacific.com NO. REVISION BY DATE APPR APPROVM SQ" ACCOMMU I LCA SHW- OF 108 2041 CONCRETE BLOCKING SIZING PROCEDURE 'Y) A. GENERAL tI THE AMOUNT OF CONCRETE REQUIRED TO ANCHOR HORIZONTAL BENDS, C) TEES, AND DEAD ENDS DEPENDS ON THE STRENGTH OF THE SOIL. THE METHODS OF PLACING CONCRETE TO KEEP THE JOINT ACCESSIBLE IS SHOWN IN FIGURE 1. THE AREA IN SQUARE FEET IS FOUND BY DIVIDING Ll# THE THRUST IN POUNDS SHOWN IN TABLE 1 BY THE SAFE. LOAD OF THE F7 SOIL AS SHOWN IN TABLE 2. B. CRITERIA 1. THE SIZING 'PROCEDURE IS HORIZONTAL OR DOWNWARD THRUST ONLY. 2. HEIGHT OF THE THRUST BLOCK MUST BE EQUAL TO OR LESS THAN X THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK BASE. 3. THE THRUST BLOCK BEARING FACE IS APPROXIMATELY RECTANGULAR. 4. THE CONCRETE BLOCKING SHALL BE AS PER APWA SPECIFICATION 74- -2.12. C. SYMBOLS D = OUTSIDE DIAMETER OF PIPE IN FEET T =THRUST IN POUNDS OF THE FITTING (TABLE 1) SBL -SAFE BEARING LOAD IN POUNDS /SQ FT (TABLE-2) h =DEPTH OF TRENCH IN' FEET W -WIDTH OF TRENCH IN FEET A =AREA OF CONCRETE WHICH MUST BE BEAR AGAINST THE SIDE OF THE TRENCH IN SQ FT. Hm =MAXIMUM HEIGHT OF THE THRUST BLOCK IN FEET Dc =DEPTH OF CONCRETE THRUST BLOCK TO BEARING SURFACE IN FEET Lm = MAXIMUM LENGTH OF THE THRUST BLOCK IN FEET GROUND SURFACE h /od Hm� BLOCK BASE kDC W D. CALCULATION EQUATIONS THRUST IN POUNDS T IA�� THRUST AT FITTINGS IN PGt1NnS SIZE PRESSURE THRUST 90' 45' 22 1/2' 11 1/4' EXCEEDS 2 FEET. PSI TEES BEND BEND BEND BEND 20000 4. PARK AVENUE N, FULL LENGTH DEAD ENDS 5. N 6TH STREET, FULL LENGTH 19000 6. N 8TH STREET, STA 61 +00 TO STA 73 +00 2,000 6" 225 6375 9000 48825 2490 1275 12" 1 225 30537 43200 23355 11934 6102 165LE 2 3. Area of Concrete SAFE BEARING LOADS IN LB /SQ FT Tees, Dead THE SAFE BEARING LOADS GIVEN IN THE FOLLOWING TABLE ARE FOR HORIZONTAL THRUST WHEN THE DEPTH OF COVER OVER THE PIPE EXCEEDS 2 FEET. (91) 1. LOGAN AVENUE N. STA 145 +00 TO STA 48 +00 19000 2. LOGAN AVENUE N, STA 48 +00 TO STA 58 +00 19500 3. LOGAN AVENUE N, STA 58 +00 TO STA 75 +00 20000 4. PARK AVENUE N, FULL LENGTH 2v000 5. N 6TH STREET, FULL LENGTH 19000 6. N 8TH STREET, STA 61 +00 TO STA 73 +00 2,000 7. N. 10TH STREET, STA 51 +00 TO STA 66 +72 29000 IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR TIE RODS TO SOLID FOUNDATIONS OR BY REMOVAL OF MUCK OR PEAT AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS. Table 3. Area of Concrete Location Tees, Dead Ends { 90° Bend (#) 45° Bend (91) 221/2° Bend (sf) 11 11C Bend (st) - - WIDTH OF TRENCH DEPTH OF CONCRETE THRUST BLOCK (Dc)- 6" 12" 6" 12" 6" 12" 6" 12" 6" 1211 Logan Ave. N., Sta. 145 +00 to 48 +00 6.4 30.5 9.0 43.2 4.9 23.4 2.5 11.9 1.3 6.1 Logan Ave. N., Sta. 48 +00 to 58 +00 4.3 20.4 6.0 28.8 3.3 15.6 1.7 8.0 0.9 4.1 Logan Ave. N., Sta. 58 +00 to 75+00 3.2 15.3 4.5 21.6 2.4 11.7 1.2 6.0 0.6 3.1 Park Ave. N., Full Length 3.2 15.3 4.5 21.6 2.4 11.7 1.2 6.0 0.6 3.1 N. 6th St., Full Length 6.4 30.5 9.0 43.2 4.9 23.4 2.5 11.9 1.3 6.1 N. 8th St., Sta. 61 +00 to 73 +00 3.2 15.3 4.5 21.6 2.4 11.7 1.2 6.0 0.6 3.1 N. 10th St., Sta. 51 +00 to 66 +72 3.2 1 15.3 4.5 21.6 2.4 11.7 1.2 6.0 0.6 3.1 A = Thrust I Sate Bearing Load 71: aKta Ur CUNCKtI E (A) =SAFE BEARING LOAD (IN POUNDS SQ FT ° SBL F _ 2. MAXIMUM HEIGHT OF THRUST BLOCK (Hm) = DEPTH OF TRENCH IN EET h 2 - 2 �WIDTH OF TRENCH IN FEET)- OUTSIDE DIAMETER OF PIPE IN FEET) = W'd 3. DEPTH OF CONCRETE THRUST BLOCK = 2 2 _ AREA OF CONCRETE A 4. MAXIMUM LENGTH OF THRUST BLOCK (Lm) = MAXIMUM HEIGHT - Hm CAP 22 -1/2• ?Orr BEND 5. REQUIRED AMOUNT OF CONCRETE (Cu Yd) = HEIGHT x DEPTH x LENGTH) x 0.03704 _ �Hm x Lm x Dc) x 0.03704 E. EXAMPLE 1. PROBLEM CALCULATION OF THE AMOUNT OF CONCRETE REQUIRED TO BLOCK A 90' BEND IN A 12" CI WATER MAIN; THE NORMAL OPERATING PRESSURE IN THE PIPE WILL BE 225 PSI AND THE SOIL CONDITION IN N. 6TH ST. 45' BEND 11 -1/4' 2. SOLUTION TEE - OUTSIDE DIAMETER OF 12" PIPE = 13.20 IN =13.20/12 =1.10 FT NOTE: FOR CONVEX VERTICAL BENDS BLOCKING -GO TO FIGURE 1: FIGURE 1 INDICATES THE POSITION OF THE CONCRETE FOR BLOCKING THE 90' BEND. SEE APWA STANDARD PLAN N0. 73. -GO TO THE PLANS OF THE PROJECT AND FIND DEPTH OF TRENCH (h) = 5 FEET -WIDTH OF TRENCH (W) = 3 FEET CALCULATIONS: VE ASSEMBLED INFORMATION, WE PRO�EEO To F�NO CONCRETE BLOCKING SIZING PROCEDURE -- MAXIMUM HEIGHT OF THRUST BLOCK Hm =. DEPTH OF TRENCH IN FEET ._ h .=. 5 - 2.5 FT NOT TO SCALE 2 2 2 - - WIDTH OF TRENCH DEPTH OF CONCRETE THRUST BLOCK (Dc)- IN FEET (W) _ 3- -1.10 =- 0.95 FT CONCRETE BLOCEING SIZING PROCEDURE _OUTSIDE DiAMETE R OF PIPE -- - (d) 2 �� Y o ADOPTED 2 V ,� CITY OF RWMN _ AREA OF CONCRETE - MAXIMUM LENGTH OF THRUST BLOCK (Lm) -- _ A -- ...�. 9.0 �. -- �.., _ 3.60 FT - � � STA NDARD PENS HEIGHT OF CONCRETE Hm 2.5 LW DATE: 12/96 REV BY B &H 2/24/06 -- REQUIRED AMOUNT OF CONCRETE =(HEIGHT x DEPTH x LENGTH) x 0.03704 DWG. NAME: BR26 SP PAGE: B085 = Hm x Lm x Dc) x 0.03704 =- 2.5 x3.60 x 0.95) x 0.03704 =.32CuYd 3350 Monte Villa Parkway Bothell, Washington 98021 -8972 (425)951 -4800 (425)951 -4808 Fax whpacific.com BHC Consultants, LLC 720 Third Avenue, Suite 1200 Seattle, Washington 98104 -1820 Tel: (206) 505 -3400 CONSULTANTS Fax: (20m) 505 -3406 Foamedy a Division of Benyman & Henigar i � r FINISHED GROUND Z 5 _0„ EXISTING UTILITY d. MIN � OR JOINT TRENCH (TYPICAL), yam: 6» MIN 45' OR .22.5' VERTICAL BENDS 4 -3/4" SHACKLE RODS (MJXMJ) WITH 'CONCRETE BLOCKING FROM BEND TO BEND PER STANDARD DETAILS (TYPICAL) (SEE STD DETAIL) ELEVATION VIEW. DETAIL FOR. WATER, MAIN CROSSING UNDER OTHER UTILITY 2 NO TO SCALE CL 52 THRUST BLOCK 12" DI PIPE, (IF SHOWN) TYP 45' BEND, MJxMJ WITH t* 2---MJ JOINT RESTRAINTS -- MEGALUG MODEL 1100 OR EQUAL 18 18' STANDARD PUSH ON JOINT STD LENGTH STD LENGTH STANDARD PUSH WITH MEGALUG HARNESS ON JOINT MODEL 1700 OR EQUAL 45' BEND, MJxMJ WITH 2--MJ JOINT RESTRAINTS MEGALUG MODEL 1100 OR EQUAL I STANDARD. PUSH ON JOINT WITH MEGALUG HARNESS MIN 26' RESTRAINED MODEL 1700 OR EQUAL JOINT PPE RESTRAINED JOINT BEND DETAIL NO TO SCALE SCM& "°�"��' ; CITY OF AS SHOWN RENTON ONE WM DATUM m Ru .Planning /Building /Public Works Dept. IF Wr OW O SCAE ACCOMXNW .CITY OF RENTON SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS MISCELLANEOUS WATER DETAILS 4/17/06 PAM WAWM NO: U27 �"�: 109 °204 0) It C+) O 0 Uj I-- c RIM ELEV, SEE TABLE 1. PLAIN END PIPE SHALL BE USED FOR PENETRATION OF MANHOLE WALLS. MANHOLE ELEVATION DATA STATION RIM IE IE IN DIRECTION 96" IE HETNO. a p• . BELOW R02 -3 LOGAN 48 +13t - 10.40 10.65 E W 7,65 R02 -5 LOGAN 56 +80t 31.02 ±11.99 E 8.85 K RE N SEAL BOOT) o Q 11.85 W R02 -7 PARK 46 +60f 29.07 113.17 SE 9.50 3350 .Monte Villa Parkway Bothell, Washington 98021 -8972 (425)951 -4800 (425)951 -4808 Fax whpacific. com NOT TO SCALE BHC Consultants, LLC 720 Third Avenue, Suite 1200 Seattle, Washington M04 -1820 Tel: (206) 505 -3400 CONSULTANTS Fax: (206) 505-.3406 Fonnedy a Division of Berryman 8 Henigar C/L EX CONC ENCASEMENT AT M H U06s'U24 -,m r � r i� � rrr ••,� �r r • EX PIPE: AND ENCASEMENT SHALL BE CORE DRILLED FOR KOR—N --SEAL BOOT WITH STAINLESS STEEL WEDGES (DIST BY HANSEN PIPE PRODUCTS) CUT THROUGH EX 1" STEEL PLATE USED FOR SHORING MIN 3" BEYOND PIPE. BACKFILL CDF MIN 3' EITHER SIDE OF NEW SEWER C /L, AND TO 1' ABOVE NEW SEWER FLEXIBLE JOINT, PUSH --ON 12" OR 15" PVC SEWER AS NOTED ON PLANS 0 NOTE: SEE "METRO SEWER NOTES" ON DWG U00 FOR CONDITIONS THAT APPLY TO THIS WORK . I NEW SEWER CROWN TO MATCH SPRING LINE OF EX METRO SEWER PIPE, OR WHERE EX �- PIPE CONN EXISTS, REMOVE EX O_ PIPE AND CENTER NEW CORE DRILL HOLE ON EX HOLE o "" CONNECTION AT N 8TH ST DETAIL �w■rwwp .r�.lr■.■■ir.rnr�■�� n ir■ �r.r � ■ i ■ �■�n�■ i rr� �■■�. ■ i � ..r�r■�r� r ■ r.� i r r i i n ��� ri�■n i i �� wr ■■■��■■ NOT TO SCALE Sm: AS SHOWN AU 00 N3/101 CITY OF RENTON I ow Im I DATU M a W.ME Planning/Building/Public Works De F Nor ow r" t. P SC" ACCORDNW 4wX 0 CITY OF RENTON . SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS METRO SEWER CONNECTION DETAILS 4/17/06 Pm: mwm W. U28 sN 110 204 EX 96" SEWER p a a p• . CORE DRILLED HOLE - A I (SIZ TO MATC H A p a K RE N SEAL BOOT) o Q EX PIPE AND ENCASEMENT, - a � • .• SHALL BE CORE DRLLED g FOR KOR -N -SEAL' BOOT Q WITH STAINLESS STEEL a WEDGES (DIST BY HANSEN a PIPE PRODUCTS) p CUT THROUGH EX STEEL _ NEW SEWER CROWN TO MATCH a � SHORING /FORMING AS SPRING LINE OF DC METRO . NOTED ON DETAIL 2/— SEWER PIPE, OR WHERE DC PIPE CONN EXISTS, REMOVE EX FLEXIBLE JOINT, PIPE AND CENTER NEW CORE 4 PUSH —ON DRILL HOLE ON EX HOLE �j � 12" PVC SEWER � D 12" IE, SEE TABLE p t Q 2' TO 3' f1' -4" . i O' r I 96" IE C/L SEE TABLE METRO SEWER MANHOLE CONNECTION DETAIL 3350 .Monte Villa Parkway Bothell, Washington 98021 -8972 (425)951 -4800 (425)951 -4808 Fax whpacific. com NOT TO SCALE BHC Consultants, LLC 720 Third Avenue, Suite 1200 Seattle, Washington M04 -1820 Tel: (206) 505 -3400 CONSULTANTS Fax: (206) 505-.3406 Fonnedy a Division of Berryman 8 Henigar C/L EX CONC ENCASEMENT AT M H U06s'U24 -,m r � r i� � rrr ••,� �r r • EX PIPE: AND ENCASEMENT SHALL BE CORE DRILLED FOR KOR—N --SEAL BOOT WITH STAINLESS STEEL WEDGES (DIST BY HANSEN PIPE PRODUCTS) CUT THROUGH EX 1" STEEL PLATE USED FOR SHORING MIN 3" BEYOND PIPE. BACKFILL CDF MIN 3' EITHER SIDE OF NEW SEWER C /L, AND TO 1' ABOVE NEW SEWER FLEXIBLE JOINT, PUSH --ON 12" OR 15" PVC SEWER AS NOTED ON PLANS 0 NOTE: SEE "METRO SEWER NOTES" ON DWG U00 FOR CONDITIONS THAT APPLY TO THIS WORK . I NEW SEWER CROWN TO MATCH SPRING LINE OF EX METRO SEWER PIPE, OR WHERE EX �- PIPE CONN EXISTS, REMOVE EX O_ PIPE AND CENTER NEW CORE DRILL HOLE ON EX HOLE o "" CONNECTION AT N 8TH ST DETAIL �w■rwwp .r�.lr■.■■ir.rnr�■�� n ir■ �r.r � ■ i ■ �■�n�■ i rr� �■■�. ■ i � ..r�r■�r� r ■ r.� i r r i i n ��� ri�■n i i �� wr ■■■��■■ NOT TO SCALE Sm: AS SHOWN AU 00 N3/101 CITY OF RENTON I ow Im I DATU M a W.ME Planning/Building/Public Works De F Nor ow r" t. P SC" ACCORDNW 4wX 0 CITY OF RENTON . SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS METRO SEWER CONNECTION DETAILS 4/17/06 Pm: mwm W. U28 sN 110 204 F1 r CL r� STRUCTURAL SECTION SEE ROADWAY DRAWINGS r C!� r a- FLEXIBLE RUBBER SMOOTH CORED CL CONNECTOR AS OR FORMED HOLE, SPECIFIED ----- TYP / /ALL SS PIPE DETECTABLE MARKING TAPE .: : °.:: FOR NON-- METALLIC PIPE ONLY CLAMP ASSEMBLY .. � : -. ° ....- • ;... CAVITY O- -RLNGS , SU GR D SEE NOTE 1 r \ \ PIPE BACKFILL COMPACTED TO SELECT BACKFILL IN \\ / " � // / \ \/ 90% MAX DENSITY UPPER 4 COMPACTED TO 95% MAX DENSITY 0 w \ ° o INSIDE \� OUTSIDE INVERT. w STRUCTURE Q, STRUCTURE ELEVATION � w° NOTES: o� GRAVEL BACKFILL FOR PIPE ZONE a ° ° 1. FOR WATER PIPES, BEGIN TRENCHING \ ,II BEDDING COMPACTED / to AFTER ROUGH SUBGRADE IS COMPLETED. TO 90% MAX DENSITY ° ° ° ° ° ° ° ° FOR SEWER AND STORM DRAIN PIPES, ,. . TRENCHING MAY BEGIN EITHER BEFORE OR PRECAST CONCRETE ALL AFTER SUBG�E IS COMPLETED, AT THE - ..a SS CO I ' ° NOTE 2 CONTRACTOR'S OPTION. - RBAND ; r ASSEMBLY REMOVAL OF UNSUITABLE MATERIAL, ONLY f F REQ'D �.� 2. IF UNSUITABLE MATERIAL IS REMOVED, NO BY ENGINEER REPLACE WITH CRUSHED SURFACING BASE COURSE MATERIAL, WRAPPED IN GEOTEXTILE 1. THIS WALL PENETRATION IS FOR PIPE MIN 18" FABRIC FOR SOIL STABILIZATION. BETWEEN 4" AND 24" IN DIAMETER ONLY. FABRIC LAP 3. TRENCH WIDTH SHALL BE 42" OR 1-1/20 2. CONTRACTOR SHALL COORDINATE CORED (WHERE D IS NOMINAL DIAMETER), WHICHEVER OR FORMED HOLE DIAMETER REQUIREMENTS SEE NOTE 3 IS GREATER. FOR PIPE SMALLER THAN WITH MANHOLE AND RUBBER CONNECTOR mom 12 INCHES, WIDTH SHALL BE 18". MANUFACTURERS. SEWER, WATER 8c STORE DRAIN • TYPICAL TRENCH SECTION WALL PENETRATION DETAIL NOT TO SCALE NOT TO SCALE ti w FOR AS CONSTRUCTED DETAILS FEATURES NOT MARKED IN RE D 1' LONG \\ \\ . // /, WERE INSTALLED IN REASONABLY MIN CONC PLUG, TYP / CLOSE CONFORKANCE WITH :,• � -v FLA L =ION AND ELEVATION a ° .CUT ABANDONED ABANDONED EX PIPE PIPE WITHIN 4" OF TRENCH WALL NEW PIPE NOTE: PORTION OF DWG 5 OF 8, BOEING LIFT STATION REPLACEMENT, 5/22/98 RH2 ENGINEERS PIPE ABANDONMENT . • EX PUMP STATION ��SECTION � NOT To SCALE — AT 8TH AN D PARK 4 NOT TO SCALE U13 r, 35524 0 .'�+ IS T ` -tONAL i EVIRES 06106107 SURVEM 3350 .Monte Villa Parkway SHC Consultan LLC CSR � � �� VOUVAU � �� ��� �� CITY 4/17/06 � As SHOWN �• �.- CITY OF RENTON Bothell, Washington 98021 -8972 � � 720 Third Avenue Suite 1200 "'�' SOUTH LAKE WASHINGTON Seattle, Washington 98104 -1820 MOM sw m R E N T O N PAGE: Tel: 206 505 -3400 CAD (425)951 4800 t ) ROADWAY IMPROVEMENTS (425) 951 -4808 Fax CONSULTANTS Fax: (206) 505 -3406 °N� "�' DATU M oaawara `'°" °�� AT � Planning /Building /Public Works Dept. MISCELLANEOUS DETAILS U2g F wr ONE MCFI Forn�ed a Division of gar N0, REVISION BY DATE APPR AiC°0Y whpacific.com Y Hyman & Heni LCA 111 204 0) loom C) n 0, wJ F) 2 w n_ c+'0'% r.I I Ar% If% " " VALVE L~' ULK METER VAULT PLAN NOT TO SCALE :. METER READOUT BASE SEE DETAIL 2, SHEET U31 -dx/0001 x � e Gi 3350 .Monte Villa Parkway .Bothell, Washington 98021 - -8972 (425)951 -4800 (425)951 -4808 Fax whpacific. com SECTION A NOT TO SCALE — - BHC Consultants, LLC 720 Third Avenue, Suite 1200 Seattle, Washington 98104 -1820 Tel: (206) 505 -3400 CONSULTANTS Fax: (206) 505 -3406 Formerly a Division of Berryman & l-lenigar. . REVISION METER VAULT COMPONENTS METER VAULT 4'-- 2 "x6' -6" MIN INTERIOR DIMENSION, UTILITY VAULT 577—LA, OR EQUAL 2� ACCESS HATCH SINGLE --LEAF 30 "x46" GALVANIZED STEEL OR ALUMINUM COVER, H -10 RATED <D 6" PLUG VALVE, MJxMJ 6" MAGNETIC FLOWMETER, FLxFL 6" FLANGED COUPLING ADAPTER 6 6" DI 45' BEND, FLxFL ?� 6 "x6 "x6" D1 WYE, FLxFL, WITH BLIND FLANGE 6" DI SPOOL, FLxPE Q 6 "x 12" LONG DI SPOOL, FLxFL 6" DI SPOOL FLxPE 1 PIPE SUPPORT, SEE DETAIL 2/— 92 MANHOLE STEPS, 5 EACH POLYPROPYLENE ENCAPSULATED 1/2" STEEL ROD 13 BLIND FLANGE (CLEANOUT) 14 TRANSFORMERS 1 1/2" SCH 40 PVC 1 1/2" BALL VALVE — 1 1/2" CHECK VALVE -- -�-- -- GALVANIZED STEEL GRATING AND ANGLE SUPPORT, WITH SST WEDGE ANCHORS --- a C //7 3' 0" i PROVIDE BANDED OPENING IN GRATING FOR DISCHARGE PIPING 8 1/2 / PUMP ON PUMP OFF 7 1/2 2 1/2 SECTION KOB NOT TO SCALE — GALV STEEL PIPE STANCHION " ^ ^' GALV STEEL SCH ADJUSTABLE PIPE STANCHION, FIG E 2-1/2" DIA 1/2" SST BOLTS WITH NUTS AND- WASHERS, TYP OF 4 GALV STEEL BASE PLATE 3/8 "x8 "x8" 1" GROUT AS REQ'D EMBEDMENT DEPTH IN ' ACCORDANCE WITH - C--100 EPDXY TO FLOOR MANUFACTURER'S RECOMMENDATIONS LI.QTESO • 1. TO ENSURE PROPER SUPPORT AND STABILITY, AFTER FINAL HEIGHT ADJUSTMENT IS ATTAINED, APPLY TACK WELDS TO BOTH SUPPORT CUPS AND EXTENSION PIPE. USE E70XX ELECTRODE FOR WELDS. 2. HOT DIP GALVANIZE ALL PARTS AFTER FABRICATION. 3. TOUCH —UP GALVANIZE BURNS AND CUTS. 9c�: v�nc�.: w►w t AS SHOWN HiDRIZOWAL OW ,M/iNI CITY O RENTON ors DATU M AT MM sc Planning /Building /Pubile Works Dept. IF Wr OW RM SC" max `PIPE SUPPORT DETAIL NOT TO SCALE C •t r� 524 4✓� 'w� . S'r ONAL PIRES 06106/07 mwa CITY OF RENTON 4/17/06 SOUTH LAKE WASHINGTON ROADWAY IMPROVEMENTS W M aw►mc W. METER VAULT U30 DETAILS SHM O 112 204 a m M 3/4 "C, 3 #8' (480V) TO EXTERIOR PANEL XUJ9 ---1 / 2A, 4131 6C (SEE SHEET U06 FOR O CONTINUATION) 2 POWER C� CORD L LLJ 1KVA 2KVA 120v CONSTRUCTION NOTES S SUMP PUMP 1 INSTALL (2) 3/4" SCH 80 PVC CONDUITS IN TRENCH WITH �,.. MINIMUM 24 INCHES OF COVER FROM TOP OF CONDUIT TO FINISH GRADE. PLACE CONDUIT IN TRENCH WITH CONTROL METER DENSITY FILL APPROXIMATELY 6 INCHES ABOVE AND BELOW. UNSWITCHED SEPARATE CONDUITS BY A MINIMUM OF 12 INCHES. PLACE 120V MARKER TAPE IN TRENCH, ON TOP OF FILL. BACK. FILL REMAINING TRENCH SPACE WITH NATIVE FILL. 3 2 INSTALL (1) 3/4" SCH 80 CONDUIT IN MINIMUM 12" WIDE .1 TRENCH WITH MINIMUM 36" OF COVER FROM TOP OF CONDUIT TO FINISH GRADE. PLACE CONDUIT IN TRENCH WITH CONTROL DENSITY FILL APPROXIMATELY 6 INCHES 3 4 "C, METER 3 4 "C, ABOVE AND BELOW. PLACE MARKER TAPE IN TRENCH ON J / TOP OF FILL. BACK FILL REMAINING TRENCH SPACE WITH INTERCONNECT 3 #12 (120V) NATIVE FILL. CABLE 3 SEAL CONDUIT. PENETRATIONS WITH GROUT OR SILICONE SEALANT TO LIMIT WATER PENETRATION. M ETER, VAULT ELECTRICAL P NOT TO' SCALE _ 24" INSTALL 3/4" EXTERIOR PLYWOOD BACKER BOARD IN ..___. BACK OF ENCLOSURE WITH 4-1/4" SST BOLTS (HEADS E IPMENT LIST ON OUTSIDE) 2 METER TRANSMITTER DETAILS Q FEATURES NOT LARKED I RED 4 (FURNISHED WITH -METER) Q WERE INSTALLED IN REASONQff 36" 2 5 CHART RECORDER CLOSE CONFORMANCE wTH ��- � �, PLAN, LOCATION, AND ELEVATION 5 NEMA 3R ENCLOSURE, PAINTED ��,� ATTACH WITH 4 -3/8" STEEL, a 304 SST MB 36 *H x 24"W x 12"D + + 120 P WER (3112) AND SIGNAL WIRE (FURNISHED WITH METER) -�- ---- THREADED FLANGE, ,TOP AND BOTTOM 4 --20mA SIGNAL WIRE, BELDEN 4" SCH 40 GALV 2-- CONDUCTOR WIRE WITH SHIELD STEEL PIPE, SEE NOTE !N FLEX CONDUIT ATTACH WITH 4 --3/8" 4 INSTALL DUPLEX RECEPTACLE 304 SST WEDGE ANCHORS INSIDE ENCLOSURE 36 x36 x7--1 /2 CONIC BASE 5 PROVIDE CORD AND PLUG FOR (MIN 2500 PSI), REINFORCED METER TRANSMITTER AND CHART SLOPE TO WITH 4 4# BARS E.W. RECORDER FOR 120V POWER DRAIN, TYP a < N\ A 4 SOLVENT CLEAN EXPOSED THREADS AND COAT WITH COLD GALVANIZING COMPOUND. M ETER READOUT �� ENCLOSURE WWI" 2 �� "'d,�, 35524 1' NOT TO SCALE U30 °�� �azsT�� � EXPIRES 061 /07 DRAM CSR 3350 Monte Villa Parkway BHC Consultants, LLC o AS SHOWN � w � . �� "° A �°' W, CITY OF CITY OF RENTON 4/1 7/06 .Dothell, Washington 98021 -89'72 !r 720 Third Avenue, Suite 1200 LCA SOUTH LAKE WASHINGTON '�°°' Seattle, Washington 98104 -1820 R'EN TON PAM, CAD ROADWAY IMPROVEMENTS �►,M NO: (425)951 -4800 Tel: (206} 5�5 -34�i} ADDENDUM #2 LA 5/10 %6 CHECKED: °"E "M DATU M f . (425)951 -4808 Fax CONSULTANTS Fax: (206) 505 -3406 ACA AT � s� Planning /BuIlding /Public Works Dept.. METER VA T' U31 Formerly a Division of Berryman & HeMW � AMY 1 ELECTRICAL 1 13 204 whpaci.fic.com NO. REVISION BY DATE APPR LCA stir: of �I t�D FL u 7q// I A AL T— I 00 5 CY1Z-1 72// 3 1-6 5 00 �E c 72" n, .. I .............. -- ------------- - ------ - cu.:.�::� - ........ ..... M Z 12'MIN 6" N: GAS ..... .. .... 4 4 4 Q Q PSE 4 EPE.R.A.77ON 2 MIN. \P SE Po ¢� 4 Gs IN.. 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