Loading...
HomeMy WebLinkAboutzS-3361SetI k B � O o � 04 V) w m O = Z Z n 0 O Q Y Z LL1 W U') Ld Y O O E"I U a' r H �3 0 C4 IS w o� SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS, 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I o z F w U) w w J r W 0 Of � w . m o BENCHMARK: CITY OF RENTON MON # 2117 3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM" A ti IN THE NW CORNER OF CONCRETE BASE OF SIGNAL ti J BRIDGE AT THE RAILROAD CROSSING AT THE NORTH z ENTRANCE OF GENE COULON PARK. SIGNAL BASE IS LOCATED SOUTH OF THE ENTRANCE ROAD INTO GENE COULON PARK AND WEST OF RR TRACTS. F ELEVATION = 37.25' (11.355m) NAVD 1988 '� \L SW 1/4 OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LAKE PARK TOWNHOMES .r Cr CEVIFRLI iE r� U , rIP v \\ P c CROSS N BRASS -J � \ T \ 'DISK IN S- FL RING (9/05) U YDP T ( <n V O A \ TPA NORTH IE 01 w-s EI.T PROPERTY IS ES AB IS I D D S18'--14'-33E" ` ! T` , R ? v z ?80 RCL•i fdORTHWEST J 1`1O 8506249011, AND HOI,'RF FY f � ' `•. A A � \ PROPERTY CORNER --'OR AA l 3 ; ; A A COUNTY UNRFrR BEC. ,50. 850612 408°0 TR 357\ \ \ EX SSMH \\ '. \ _ \ l RIIA FL = 40.52,' S �2 3016INV EL = \\ \ \ -- - 33.70' "V \\ 1 A PARKING STORAGE \ t \ \tAPLS N6v2 \i' ✓ Ssco t V' -t so A_ IE 39.53 V,� � STA. 2 +14 , \ 6 14AYkE Ex CI3 RI,M, E711 4,0,45' -n T 5'37 = 3785' < °trJ \ DI 2.00�1 II•J`v EL 37.60 - -.15 115 \ _➢:. .t \� a"`' _A4-- �// a' "� i` \\` \'` `'�"1z \ \ A / lUNLT 1 L � -.a V \ \ (\ A , \ Z, A. , 9g6 44.1' FF- „SLAB \ 452 ` ` P�ENTRY 48.35 SSCO , 1 \ \\ 29 LAB / IE 39.12 ` \ �•� \ t STA. 1 +93 �j ,\ \ 'SE E COR STD. DETAIL iS7� 46.E T l \ G \ UNIT', 2 GARAGE. \ BW ,188, TYP.) ; \ , '$ 'I 44.1 IF SLAR :', Ij �..�. �.::• `\ +` \ <r eENTRY 46.35r -\ \ `�i o \ \ ` srA. 2 +00 ✓\ SLAB k. 47.0 ' � \ 1 •� � \� , \ �� \ l 1 ', M / UN T,3 -GARAGE Y o! t i \ 1 \ ' `rr - \ i z� �.�,• \ \ e45.1' FF= SLAB `,''ri sscD - ;, I f1 ENTRY 47 35•^_ 16-38.701 \ � I \5 /SLAB :/ E�G� - \ \� ZP`P,n ` S•6 •, \, \ UNIT :. . 4 FF= LA \ ASA 47.35 � ENTRY cfl SLAB SLAB A I Gi \ \ -Q O..O y. C� cT , 1 �•,•"'w, `M \N. UNIT 5 48.0. yl, �. 1\ 71< 46.35 �\ \ UTS 7 & 8 \ \ 4 \� ♦3UCF.. \\ m �L Z� \`� IE =37.80. ,�' 1 < / e.46.1' 148.35 49.0 _H V pl ENTRY t / 1 A t V,t S VC�SL� v \ vC7 STA. 1 +31 ! } \i - / SLAB '.. / / / S. / ' \ ESLAB e% e2 , \ \: C\ 01 ';UNIT 6 1,+ GARAGE, _ \ = .46 .1' �� 48.FF35 \ Z \IE =37,45 ` ,\ ENTRY., \ i STA. 1 SLAB'i •. r t>aT EX \CB \ \ `� , \ •,L, 1 ✓ �.m ; i, / IE 42.6\6 RIM-EL 63 ` ' " / STA. 1 +m0.OFFSET 83'R. 1 N\i 40_83'-V'," STA. 1 +a� ,- `A, � o a+PvW \� SITE BENCHMARK IN „ \. A5, L J 8 \ ;A'� y Sv / . CITY OF RENTON MON #2117 \ \ ('13 S r so LF �I .��,� DID, 6.099 % \i1 EL C "i 52 \ \ s WYE IE 3712 •r c,' I STUB INTO EX. SS MAIN \\ t \ S, (SEE CDR STD. q G DETAIL BR 08),� _ \ PIPE BEDDING PER COR STD. DETAIL BW 18c. 1 ■ ■ D TP s 336to1 J. R /o3, ^NAS� E ECG \��4. EXPIRES 04/23/07 GRAPHIC SCALE 20 0 10 20 ( IN FEET 1 inch = 20 ft. CITY OF RENTON APPROVAL FOR SITE CONSTRUCTION 1 1 CONCEPT ENGINEERING, INC. fNS "45 5 Rainier Boulevard North ssaquah, Washington 98027 ® ) 392 -8055 FAX (425) 392 -0108 comments: r.:, Copyright U 1999 Concept En gineerin� =, In,. All cD.S•�3�101 Date Doto Date I �DN 4 � 2fll17 N G �w a S 0 O O 1 � a�2q�c� Lr O W LJ z 3 N p J zQ Y Q LJJ Q a_ LJJ W Q g� 1-I-I O O E— Z C� -Wy C% W r� 6" BUILDING SEWER PIPE - TEE WTH 6" SIDE OUTLET T 6" SIDE SE FR AND RINI DtN • SEWER PROPERTY LINE A i A D.. L —I -- FUTURE I BUDDING SEWER 2 "'K t" STUD SERVICE MARKER PAINT UPPER PORTION MUTE ANS STENCIL ON I 10• SLUE WORDING *SEWER" MTH 3" HIGH BUCK UTTERS AND /6 WILE WRAPPED .�—� AROUND THE STUD AND EXTENDED TO THE AI 'I1.__R TOP OF THE SD. L�7�' --1 UNLESS OTHERWISE APPROVED BY THE CITY. MAKE TAP THROUGH CAST 15 IRON SADDLE SECURED TO SEWER MAIN WTH STAINLESS STEEL BANDS CFG710N A -A WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. PLAN AND REINFORCED CONCRETE, DI PIPE AND Q PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE WT AND HAVE A NEW TEE SECTIONED IN. B B 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE- 1: 3:5 MIX by �.g(MG 1O CONCRETE BLOCKING ♦p \� 2`' Py'"�F -� ' G� Z)G MIN SLOPE HORIZONTAL T_ 6" SIDE OUTLET TEE SEWER MAIN SEWER MAIN SECTION B -B 6•' MIN. CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION CAST IRON RING ANC OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. SW 1/4 OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 2" BEEHIVE SIMMER -V LAKE PARK TOWNHOMES CUT OPENING AS REQUIRED, AFTER INSTALLATION. GROUT AROUND PIPE NOTES 1, 6' CiEANWT RING AND CONE SHALL BE EAST JORDAN IRON NDM`S, NC. STANDARD SIDE SEWER INSTALLATION ND, 3875. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. Z. N UNIMPROVED AREAS POUR A 1' -D' THKx. 2' -0' SQUARE (SETTER MAIN TO PROPERTY L(NE) CaYCRElE. C(A55 JDOO. PAD AROUND TIE RIND AND WVER. 3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANQUT RING AND ADOPTED COVER AS REQUIRED BY STANDARD DETAIL DRAWING iMt3& .. vrr oP RHBRDx OTAMDABD PIANO LOT DAM w/. N R.dsM n°ta JON 13'x24' PLASTIC METER BOX EQUAL TO MID - STATES PLASTIC, BAS° INC. BCF SflBES MSBCF 1324 -1B MAN 1.73' TENQ( DUCTILE IROi DIAMOND PLATE COVER EQUAL TO MID - STATES PLASDCS INC. MSCBC -132hR MTH READER DD -AND 1 -518' DRILLED HOLE FOR TOUCNREM PIT LB) (SEE DETAIL A -A) PERIMETERS OF MINIMUM CLEARANCES TO BE PAINTED ON FLOOR IN WHITE ENAMEL PAINT STRIPE, NTH 2 INCH SIENtlLED BLACK LETTERS TO SAY: 'DO NOT BLOCK ACCESS' B' MIN 2' MAX FINISH GRADE E 36' MIN COVER w� ! AIW © O DDCVA MUST BE INSTAUFD IMMEDIATELY AFTER y PIPE PENETRATI ON THROUGH BLURTING FLOOR SUB. Q ROOM IN WHICH DDCVA IS LOCATED SHALL: Ln A. HAVE ROpt DRAIN CONNECIEO W THE SANITARY SEWER SYSTEM I G B. HAVE A HEATING ,=(C SIEM (4M F MIN. TEMP.) NO HEAT TAPE C. NOT BE USED FOR STORAGE AROUND THE DDCVA R • p D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PI $A Op Re A MGR -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE I o QTY OF MENTION FOR INSPECTION OF THE DDCVA AND METER. £ £ LL SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALUTON OF DDCVA Q MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR RENEW AND APPROVAL A SEPARATE TIRE SPRNKUER PERMIT IS REQUIRED. ®- Y 2" OPEN PATIERN, RETURN SEND - 180' ARE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR 2" GALVANIZED IRON PIPE FIELD LOCATE COMPRESSION, TYPE SUCH AS CLOW MEDAWCN; M k H 928, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH S' MECHANICAL JOINT INLET MTH LUD& 5-1/4' MAIN VALVE OPENING. TWO 2 -1/2' HOSE CONNECTIONS NATIONAL STANDARD THREAD& 4' PUMPER ,MNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 17"X30" PLASTIC METER BOX EQUAL TO MX) STATES 4.876' SEATTLE THREAD X 5- STORY, ATTACHED WITH 1/8' STAINLESS B" MAX PLASTID BCF SERIES 1730-18 MM 2' THICK DUCTILE STEEL CABLE IM-1/4 T PENTAGON OPERATING NUT. FIRE, S /HYDRANT TO IRON DIAMOND PLATE 18•x31• NSCBC 77JOR BE PAIT W11 TNO COATS lK PLANT. NiILY-M00R'G'E PRESERVAT4£ PAINT No. 57110-5 8 3 DTM ACRYLIC 0.054. SAFETY OW (IR APPROVED ETJMAL PUMPER CONNECTION TO FACE ROADWAY OR AS 1" CLOSE NIPPLE DIRECTED BY ftENTON ARE DEPARTMENT. FIRE HYDRANT EXTENSION TO 1" UNION 1" BRONZE CATS VALVE, SCREW EQUAL BE USED IF REQUIRED. 1" MP LE TO RED -WHITE VALVE CORP. FIG NO.290 LIMON ^C COJWNG COPPER TO MALE IRON 7B' TO 20' BEHIND BACK OF PIPE -FOND C28-44 DR EQUAL, CURB Ofl 12' BEHIND BACK OF 2" RESIUENT SEAT CATE VALVE SIDEWALK THAT IS ADJACENT TO WITH THREADED ENDS CURB TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER, Y' BRASS NIPPLE - O' LONG EQUAL TO OLYMPIC FOUNDRY CO. STANDARD B' TOP SECT I- 44 �(MIPT X MIPT) 4,875 - x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT F--4 -3 4• • P oC - 2 IRON PIPE THREAD CORPORATION STOP MTH EXTENSION AS REWIRED (SEE DWi BR48 /PAGE BOBO). / 12" ININ. Cb'" /� LIT BEND FOR COPPER. FORD TYPE F1000 PACK O " JOINT M. MAX RAISED PAVEMENT MARKCR TYPE SO 1" GALVANIZED IRON MIN 2 AS STMSMITE TWO -WAY BLUE WATER TIGHT PIPE To ITT JOINT NG PLUG 2" OAF WITH 1181-Z I" STRAP SERVICE CLAMP 'NTH 1" 90' ELBOW 2" IPS TAP TO AT, EQUAL TO MEULLER CO. HOLE FOR DRAIN. 42' NN- CONCRETE BLOCKING BURY 1" TYPE "K' So, COPPER AILING 2'0' BRASS BUSHING BEND C) 1" COMBINATION NR RELEASE k VACUUM VALVE, MAIN LIVE TEE. WITH 8' FLANGE 987E OUTLET. SCREWED. APCO NO. 143C DR EQUAL. 6' GATE VALVE (FL X NJ) AWWA C-609. RESUME SEAT e' DUCTILE IRON PIPE CLASS 52 CEMENT UN ®, LENGTH 70 AT WASHED GRAVEL PASSING 1 -1/2" AND RETAINED OR 2 -3/4' CON- TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE ROD& 1/4" MESH FOR DRAIN 16' . O- x 4' MINIMUM CONCRETE BLOCK .D AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE HYDRANT DER -1 /ABOVE BOUT FLANGE, YARD WASHED DRAIN ROCK (3'TD 3 /B') MIN. 1' E PU CE 8 MIL _ INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS . POLYETHYLENE FILM AROUND TOP AND SIDES OF IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, 1" AIR &VACUUM RELEASE GRAVEL ADOITIONAL DEPTH OF LINE TO CREATE A HIGH VALVE ASSEMBLY POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. FIRE HYDRANT ASSEMBLY ADOPTED LOCATE ARE - VACUUM METER BOX OUTSIDE OF TRAFFIC ; rm De tl2TIIOX AREAS, IN PLANTING STRIPS, BEHIND CURB OR SIDEWALK. — DAUBS: w/04 LEVEL ALL GROUND I - -�- MIN 3' RADIUS LEyEL ALL GROUND REMSIDPo 19Y APPR'DI DWG. NAME: BOBS SP PAGE: 8094 NIN 3' RADIUS PLUG TO BE SEALED 1 x 5' ITORI IN SAME MANNER AS �6 1 sioftz j ONE MAN Roca MAIN SEWER JOINTS. FILL FOR 3/4' TO 2' DCVA USE FOGTITE CONCRETE METER B� BOX No. 2T (17'x21') MTH 3/3' STEEL COVER PLATE CUT METER BOX SHALL BE DOUBLE STACKED. FOR 2 -1/2' �sfcµ)M nMSI G:AOE� �a�ocva USE unuTr VAULT CO. Moo¢ z5u OR 6 INCH CLEANOUT HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED CITY OF TOLE" u5TDSTANDARD rLV+s L41' ATE: °s /w DWG. NAME: 8076 SP PAGE:8076 IH UNIMPROVED RIGHT OF j (� WAY INSTALL METER BOX AT it:' PROPERTY USE WIN 12' �• qs LONG COPPER TAILPIECE. y� gl SIDEWALK g� TOUCHREAD WAIER WIER 10 BE JI ly SUPPLIED BY THE CITY TYPE 'K' SOFT COPPER TUBING IF SERVICE UNE TO MOUSE IS I BE INSTALLED IN THE FUTURE INSTALL FORD C11L. OR 44 ROT WESSON CWPIJNG ZopDOWN TO CENTEMJNE OF WATER MAIN TO PROVIDE SACK IN COPPER R FOt 5 /B' 3/4' YETFBE FORD SERVICE UNE TO METER. QMr % 1T,VF4A-33G. !X2 Md1HNAlD BRASS 21- 215W00033, D MUELEM 3/4- 8-2470 -2 MTH ANGLE BALL VALVE ON NL ANU SINGLE CHECK VALVE ON OUTLET CORPORATION STOP. FORD TAPERED THREW FORD VHH72- 15W- 44 -44G, OR (CC). QUICK JOINT MCDONALD BR ' 21-415WCOQ44. OR MUELLER 1- B- 2470 -2 (3/4' F10°0 -3-G) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET MTN PACK JOINT WTH GR"m (1' FIODO -4-G) OR AY MCDONND 47010 PADLOCK "N6'S ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK-JOINT FITTINGS SHALL BE NTH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED FD "THIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SDES OF METER BOX. A— A Umu 1 -5/8' DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2 -1/2' MIN. FROM NEAREST AND FRONT EDGE OF PIT LID F- TYPT I RIB NOTE: J THE CENTER OF THE HOLE MUST BE AT LEAST 1' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE WEN SIDE OF MORE THAN ONE RIB. Ah \ \•- T l �ii;7 A�,�•�'�(i�ii�r, ®ice �• \�' \ \:�_ E6 all-W. 55 \ \1\ R Jar A •. _A \`�I \, \� . =11 6 \D � • 1t" BELOW GROUND INSTALLATION FOR 3/4" TO 3" DOUBLE CHECK VALVE ASSEMBLIES NOTE: 1 HEALTH CERTIFIED IFIED BA KIEL -VA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH RENTON WATER ASSEMBLY TESTER TEST REPORT MUST BE SUBNE. TO CITY OF RENTON WRIER UTILITY ENGINEERING PRIOR TO ACTIVATION OF NEW UNE X3/4• & I• WATER SERVICE tlY.S� ADOPTED CRY M RRTBOX 6BANDAtO ITAN3 L4l INTO: w/w DWG. NAME: 8106 SP PAGE: BIDS DOUBLE CHECK VALVE ASSEMBLY ADOPTED ANDAM) CRY OP RFDDON 91'AIT PIANO IMM! 1R TWIG: w/w i lIEYYAD YMYT3. EDNm RXT OL1' K DATE REVISION p DWG. NAME: 8701 SP PAGE: B10 77 3 ` TESTING DETAIL FINAL CONNECTION DETAIL F F w A R u _ D.I. .M. R UNE O VERTICAL CROS$(MJxFL) FOR POLYPIGGING AIER ALL CLEVNING BY POLYPIG. PRESSIRtE TESTING TAPPING TEE (AJAR) AND DISINFECTION, REMOVE TEMPpUAY BLOO(k GLOW -OFF TAPPING GATE VALVE (R WJ) 1 -BOND FLANGE DN TOP WITH 2' TAP AND Y PLUG 1 -BLIND RANGE ON BOTTOM . AND CONNECT TO VALVE WITH 0.1. 5UffiYE (NJ) k DJ. SPOOLS TEMPORARY PLUG (MJ) WITH 2 -INCH TAP FINAL CONNECTION BY tlTY FORCES AND 2 -NCH BLEW -OFF ASSEMBLY 1- PLUGARY BLOC 2-TAP k Y BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK NOTES 1. TAPPING TEES STALL BE MADE OF CART NON, OBE CO IRON . OR EPDXY- COATED STEEL BOLTS AND NUTS ED B FO CDR -TIER. ALL LEES AND VALVES SHALL BE WRIER TESTED BEFORE TAP Z. NO SIZE T SIZE TAPS DI CAST -IRON WATER USES TAP SHALLL BE AT LEAST P' SMALLER OS EME MAN THE OR OUSTING ANN. 3. NO WET TAP ON ASBESTOS CEMENT UNE OR S1EE1. UNE 4. WET - TAPPING OF EXISTING OTY OF RENTON WATER MAINS MU. BE DOME BY SPUR TAPS. ING, U.S. FILTER. SUPERIOR-TAPPING NQ OR WATER CONNECTION DETAIL AESTERN UTUTIES SUPPLY GM. INC. 5. CONTRACTOR SMALL POTHOLE AND EVRIY THE HORIZONTAL AND NET -TAP EXISTING WATER MART VERTICAL AL MEMY OF DUSTING LINE OR STUB AND SHALL START LAVING THE NEW UNE AT THE SAME HORIZONTAL ANQ VERTICAL AUGNMENT OF ME EXISTING STUB. CRY OP A@ROX 6. OTT' PONCES Wu_ PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE MTH D.I. SLEEVE AND D.I. SPOOL 4 STANDARD PLANS IR °RTC 04/04 iVAME.,,B, RK7 SP FIR 2'I3 ADOPTED car or MINIM - ®R- — STAMDMMU M PIANO TOT DAM w/w DWG. NAME: 8102 SP PAGE:B102 'WEN" TARGET PLATE 'SHUT' TARGET PLATE NEW INDICATOR POST GRADE - 8 NEW VALVE (FL) 1- MNN UNE TEE (MJ x R) NTH CONCRETE BLOCKING Z ® '„ IN EASEMENT IXN PMVATE PROPERTY �. R NEW THRUST BLOCK 0�P 3000 PSI O 28 DAYS POST INDICATOR (WATER MAIN LOCATED SHALL NOT BE MORE THAN 50 FEET TO BUILDING) VALVE BOX AND COVER VALVE DETAIL �T'ONAL N.T.S. LKEIPE : 7 04/23/0 CONCEPT ENGINEERING, INC. 455 Rainier 2- BRANCH VALVE (R x MJ) WITH } CUSS 52 QUCDLE IRON PIPE (4 INCH MINIMUM) FR11S1 LEVEL WITH SHACKLE RODS Issaquah, Washington 98027 �(425) _ 392 -8055 (oVYr:yht (c) 199'1 ,r. ;Ut Er J ring, FAX (425) 392 -0108 II.. kI 1,,­ ...I ALL PIPE AND FITTINGS SHALL BE RESTRAINED AND CONCRETE THRUST BLOCKS PER NFPA AND AWWA STANDARD& h POST - INDICATOR VALVE (NJ) "TH TAMPER SWTCH ELEVATION NEW OF DDCVA WTH FLANGED DUCTILE IRON PIPE SPOOL Z 0 5- 2 -80' BENDS (R x FL) 0- 18' LANG SPODI. (R x PE) COUPLING ADAPTOR j W Z J- MANGE ADJUSTABLE STEEL PIPE SUPPORT. B- APPROVED DDCVA ON MAN UNE IN HORIZONTAL POSITION ONLY STANCHIONS BOLTED TO FLOOR. ((DpEERR LATEST DEPT. OF HEALTH APPROVED UST OF BACXROW PREVENTON DEWCFS) I- W O BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE ROOK RNLI NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR AONSIABIE PIPE UNDER DDCVA J 3 r •~-• ZO (n SUPPORT COLUMNS IT- QS k Y VALVES TO BE RESUMT SEATED WTH TAMPER SWITCHES. `ADD WIRING N ACCORDANCE MAN L k I 10- METERED 3/4 INCH BY -PASS DCVA - BY -PASS METER SNALL BE A 314 INCH - > O W '9ENSUS -ECR' SR POSITIVE DISPLACEMENT METER EQUIPPED WTH A REMOIE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL 11- SWING TYPE GRAVITY CHECK VALVE. FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING o no W o 12- 4'x 4' A e' BURL. ELBOW. THREADED 13- UL LISTED ARE DEPT. CONNECTION, UL LASTED BREAK AWAY CAPS LOCATE "THIN INSIDE BUILDING INSTALLATION FOR 50 FEET MAXIMUM OF A PUBLIC ARE HYDRANT. m a, F i; AFTER FIED INSTALLATION, MAIN DDCVA -0 BY -PASS DCVA MUST BE TESTED 3 INCH AND LARGER _ r SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY DETECTOR DOUBLE CHECK VALVE ASSEMBLY BE SUBMITTED TO tlTY OF RENTON WATER UTIUPY w a W ro a 7 N TESTER. T5T REPQRT MUST ENGNEbr DEPARTMENT PRIOR TO ACTVAToN OF NEW LINE INSTALL BRASS PLUGS AT ALL TEST COCKS. 1 r W > a W J a > Z 4 4 CITY OP RHRON BPANNUM, PIANB TyT DATE: 04/04 UJ PR DWG. NAME: 8177 SP PAGE: 8117 j Al REVISION ®- Y 2" OPEN PATIERN, RETURN SEND - 180' ARE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR 2" GALVANIZED IRON PIPE FIELD LOCATE COMPRESSION, TYPE SUCH AS CLOW MEDAWCN; M k H 928, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH S' MECHANICAL JOINT INLET MTH LUD& 5-1/4' MAIN VALVE OPENING. TWO 2 -1/2' HOSE CONNECTIONS NATIONAL STANDARD THREAD& 4' PUMPER ,MNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 17"X30" PLASTIC METER BOX EQUAL TO MX) STATES 4.876' SEATTLE THREAD X 5- STORY, ATTACHED WITH 1/8' STAINLESS B" MAX PLASTID BCF SERIES 1730-18 MM 2' THICK DUCTILE STEEL CABLE IM-1/4 T PENTAGON OPERATING NUT. FIRE, S /HYDRANT TO IRON DIAMOND PLATE 18•x31• NSCBC 77JOR BE PAIT W11 TNO COATS lK PLANT. NiILY-M00R'G'E PRESERVAT4£ PAINT No. 57110-5 8 3 DTM ACRYLIC 0.054. SAFETY OW (IR APPROVED ETJMAL PUMPER CONNECTION TO FACE ROADWAY OR AS 1" CLOSE NIPPLE DIRECTED BY ftENTON ARE DEPARTMENT. FIRE HYDRANT EXTENSION TO 1" UNION 1" BRONZE CATS VALVE, SCREW EQUAL BE USED IF REQUIRED. 1" MP LE TO RED -WHITE VALVE CORP. FIG NO.290 LIMON ^C COJWNG COPPER TO MALE IRON 7B' TO 20' BEHIND BACK OF PIPE -FOND C28-44 DR EQUAL, CURB Ofl 12' BEHIND BACK OF 2" RESIUENT SEAT CATE VALVE SIDEWALK THAT IS ADJACENT TO WITH THREADED ENDS CURB TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER, Y' BRASS NIPPLE - O' LONG EQUAL TO OLYMPIC FOUNDRY CO. STANDARD B' TOP SECT I- 44 �(MIPT X MIPT) 4,875 - x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT F--4 -3 4• • P oC - 2 IRON PIPE THREAD CORPORATION STOP MTH EXTENSION AS REWIRED (SEE DWi BR48 /PAGE BOBO). / 12" ININ. Cb'" /� LIT BEND FOR COPPER. FORD TYPE F1000 PACK O " JOINT M. MAX RAISED PAVEMENT MARKCR TYPE SO 1" GALVANIZED IRON MIN 2 AS STMSMITE TWO -WAY BLUE WATER TIGHT PIPE To ITT JOINT NG PLUG 2" OAF WITH 1181-Z I" STRAP SERVICE CLAMP 'NTH 1" 90' ELBOW 2" IPS TAP TO AT, EQUAL TO MEULLER CO. HOLE FOR DRAIN. 42' NN- CONCRETE BLOCKING BURY 1" TYPE "K' So, COPPER AILING 2'0' BRASS BUSHING BEND C) 1" COMBINATION NR RELEASE k VACUUM VALVE, MAIN LIVE TEE. WITH 8' FLANGE 987E OUTLET. SCREWED. APCO NO. 143C DR EQUAL. 6' GATE VALVE (FL X NJ) AWWA C-609. RESUME SEAT e' DUCTILE IRON PIPE CLASS 52 CEMENT UN ®, LENGTH 70 AT WASHED GRAVEL PASSING 1 -1/2" AND RETAINED OR 2 -3/4' CON- TENSTEEL TIE RODS. SEE STD DETAIL FOR TIE ROD& 1/4" MESH FOR DRAIN 16' . O- x 4' MINIMUM CONCRETE BLOCK .D AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE HYDRANT DER -1 /ABOVE BOUT FLANGE, YARD WASHED DRAIN ROCK (3'TD 3 /B') MIN. 1' E PU CE 8 MIL _ INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS . POLYETHYLENE FILM AROUND TOP AND SIDES OF IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, 1" AIR &VACUUM RELEASE GRAVEL ADOITIONAL DEPTH OF LINE TO CREATE A HIGH VALVE ASSEMBLY POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. FIRE HYDRANT ASSEMBLY ADOPTED LOCATE ARE - VACUUM METER BOX OUTSIDE OF TRAFFIC ; rm De tl2TIIOX AREAS, IN PLANTING STRIPS, BEHIND CURB OR SIDEWALK. — DAUBS: w/04 LEVEL ALL GROUND I - -�- MIN 3' RADIUS LEyEL ALL GROUND REMSIDPo 19Y APPR'DI DWG. NAME: BOBS SP PAGE: 8094 NIN 3' RADIUS PLUG TO BE SEALED 1 x 5' ITORI IN SAME MANNER AS �6 1 sioftz j ONE MAN Roca MAIN SEWER JOINTS. FILL FOR 3/4' TO 2' DCVA USE FOGTITE CONCRETE METER B� BOX No. 2T (17'x21') MTH 3/3' STEEL COVER PLATE CUT METER BOX SHALL BE DOUBLE STACKED. FOR 2 -1/2' �sfcµ)M nMSI G:AOE� �a�ocva USE unuTr VAULT CO. Moo¢ z5u OR 6 INCH CLEANOUT HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED CITY OF TOLE" u5TDSTANDARD rLV+s L41' ATE: °s /w DWG. NAME: 8076 SP PAGE:8076 IH UNIMPROVED RIGHT OF j (� WAY INSTALL METER BOX AT it:' PROPERTY USE WIN 12' �• qs LONG COPPER TAILPIECE. y� gl SIDEWALK g� TOUCHREAD WAIER WIER 10 BE JI ly SUPPLIED BY THE CITY TYPE 'K' SOFT COPPER TUBING IF SERVICE UNE TO MOUSE IS I BE INSTALLED IN THE FUTURE INSTALL FORD C11L. OR 44 ROT WESSON CWPIJNG ZopDOWN TO CENTEMJNE OF WATER MAIN TO PROVIDE SACK IN COPPER R FOt 5 /B' 3/4' YETFBE FORD SERVICE UNE TO METER. QMr % 1T,VF4A-33G. !X2 Md1HNAlD BRASS 21- 215W00033, D MUELEM 3/4- 8-2470 -2 MTH ANGLE BALL VALVE ON NL ANU SINGLE CHECK VALVE ON OUTLET CORPORATION STOP. FORD TAPERED THREW FORD VHH72- 15W- 44 -44G, OR (CC). QUICK JOINT MCDONALD BR ' 21-415WCOQ44. OR MUELLER 1- B- 2470 -2 (3/4' F10°0 -3-G) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET MTN PACK JOINT WTH GR"m (1' FIODO -4-G) OR AY MCDONND 47010 PADLOCK "N6'S ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK-JOINT FITTINGS SHALL BE NTH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED FD "THIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SDES OF METER BOX. A— A Umu 1 -5/8' DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2 -1/2' MIN. FROM NEAREST AND FRONT EDGE OF PIT LID F- TYPT I RIB NOTE: J THE CENTER OF THE HOLE MUST BE AT LEAST 1' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE WEN SIDE OF MORE THAN ONE RIB. Ah \ \•- T l �ii;7 A�,�•�'�(i�ii�r, ®ice �• \�' \ \:�_ E6 all-W. 55 \ \1\ R Jar A •. _A \`�I \, \� . =11 6 \D � • 1t" BELOW GROUND INSTALLATION FOR 3/4" TO 3" DOUBLE CHECK VALVE ASSEMBLIES NOTE: 1 HEALTH CERTIFIED IFIED BA KIEL -VA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH RENTON WATER ASSEMBLY TESTER TEST REPORT MUST BE SUBNE. TO CITY OF RENTON WRIER UTILITY ENGINEERING PRIOR TO ACTIVATION OF NEW UNE X3/4• & I• WATER SERVICE tlY.S� ADOPTED CRY M RRTBOX 6BANDAtO ITAN3 L4l INTO: w/w DWG. NAME: 8106 SP PAGE: BIDS DOUBLE CHECK VALVE ASSEMBLY ADOPTED ANDAM) CRY OP RFDDON 91'AIT PIANO IMM! 1R TWIG: w/w i lIEYYAD YMYT3. EDNm RXT OL1' K DATE REVISION p DWG. NAME: 8701 SP PAGE: B10 77 3 ` TESTING DETAIL FINAL CONNECTION DETAIL F F w A R u _ D.I. .M. R UNE O VERTICAL CROS$(MJxFL) FOR POLYPIGGING AIER ALL CLEVNING BY POLYPIG. PRESSIRtE TESTING TAPPING TEE (AJAR) AND DISINFECTION, REMOVE TEMPpUAY BLOO(k GLOW -OFF TAPPING GATE VALVE (R WJ) 1 -BOND FLANGE DN TOP WITH 2' TAP AND Y PLUG 1 -BLIND RANGE ON BOTTOM . AND CONNECT TO VALVE WITH 0.1. 5UffiYE (NJ) k DJ. SPOOLS TEMPORARY PLUG (MJ) WITH 2 -INCH TAP FINAL CONNECTION BY tlTY FORCES AND 2 -NCH BLEW -OFF ASSEMBLY 1- PLUGARY BLOC 2-TAP k Y BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK NOTES 1. TAPPING TEES STALL BE MADE OF CART NON, OBE CO IRON . OR EPDXY- COATED STEEL BOLTS AND NUTS ED B FO CDR -TIER. ALL LEES AND VALVES SHALL BE WRIER TESTED BEFORE TAP Z. NO SIZE T SIZE TAPS DI CAST -IRON WATER USES TAP SHALLL BE AT LEAST P' SMALLER OS EME MAN THE OR OUSTING ANN. 3. NO WET TAP ON ASBESTOS CEMENT UNE OR S1EE1. UNE 4. WET - TAPPING OF EXISTING OTY OF RENTON WATER MAINS MU. BE DOME BY SPUR TAPS. ING, U.S. FILTER. SUPERIOR-TAPPING NQ OR WATER CONNECTION DETAIL AESTERN UTUTIES SUPPLY GM. INC. 5. CONTRACTOR SMALL POTHOLE AND EVRIY THE HORIZONTAL AND NET -TAP EXISTING WATER MART VERTICAL AL MEMY OF DUSTING LINE OR STUB AND SHALL START LAVING THE NEW UNE AT THE SAME HORIZONTAL ANQ VERTICAL AUGNMENT OF ME EXISTING STUB. CRY OP A@ROX 6. OTT' PONCES Wu_ PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE MTH D.I. SLEEVE AND D.I. SPOOL 4 STANDARD PLANS IR °RTC 04/04 iVAME.,,B, RK7 SP FIR 2'I3 ADOPTED car or MINIM - ®R- — STAMDMMU M PIANO TOT DAM w/w DWG. NAME: 8102 SP PAGE:B102 'WEN" TARGET PLATE 'SHUT' TARGET PLATE NEW INDICATOR POST GRADE 8 NEW VALVE (FL) UNDISTURBED SUBGRADE �. R NEW THRUST BLOCK 0�P 3000 PSI O 28 DAYS POST INDICATOR 824 A��f 9f 01STi VALVE DETAIL �T'ONAL N.T.S. LKEIPE : 7 04/23/0 CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North Issaquah, Washington 98027 �(425) _ 392 -8055 (oVYr:yht (c) 199'1 ,r. ;Ut Er J ring, FAX (425) 392 -0108 II.. kI 1,,­ ...I CITY OF RENTON APPROVAL FOR SITE CONSTRUCTION Dnte Dale Dute Dole Com ents: CD.w -3}610 - iCAPlWED 5.3341uLCxoJ) Arm 2_2201', b o � N � I a�1�U U) W 0 r Z Z � 0 o C�' O Q W V7 W Ld y g � Z ® O �E- a p 3 N o N =s u� 11s SANITARY SEWER NOTES AND SPECIFICATONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS_ 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE_ 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH - MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED_ 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11_ DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL RE LAID ONL A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 0 z � U O F N_ w r > J W j BENCHMARK: CITY OF RENTON MON # 2117 w 3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM" IN THE NW CORNER OF CONCRETE BASE OF SIGNAL ti BRIDGE AT THE RAILROAD CROSSING AT THE NORTH ENTRANCE OF GENE COULON PARK. SIGNAL BASE IS LOCATED SOUTH OF THE ENTRANCE ROAD INTO GENE COULON PARK AND WEST OF RR TRACTS. + z ELEVATION = 37.25' (11.355m) NAVD 1988 SW 114 OF SECTION 5, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. LAKE PARK TOWNHOMES _ \ \ 4. FEC _ v v J \ T - X S` \ RIG' r \ _ \ ssca IE 39.53 STA. 2414 \ T 114 LFfi DI 2.00% 1. FF SLAB \ °t1vJi- \ �� ,` l ENTRY 4835' \ ,_j \ - �o /ELAB SSW STA- 1 +s3 ;") \\ \ - // ::: >' ••• COB STD. DETAIL \G UNIT2 RAGE ew 18B, TYP, \ ` _ \ > .4411' Ff =B sue i F \ _I !\ 'y ` - \ 'x, ENTRY 46.35\ i A srq 2 +00 \ .\ �1 sLAe / , / ; \ 1 R \ W\, \\ / 0 �_` 47.\ '\�1 MN / UNn y 3 : GARAGE e. sLA6 i \ 9 � FF= , 45.1' " \ cP X l'. ZT W SSCO•, - \ i i ENTRY 47.35 IE 38 70 470`r U , " UNIT 4 \ \. Gy7 `,_. 1 , ,` •� \ GARAGES .3829 \ 'i \ e� e45.1 4735y SLAB \¢9.0'_ O?0 non "�, - -` STA,1 +52 \ -.,, Z -, 4' ENTRY \ 'i 5 %i GpRA6E g. `•. `� (� "1 \ ., sue / / SMB' , �`,,�,:• �'\ \ C �G 'VI - j /// UNIT 5 7.�`' 480 ry s \ 4635 ; f -! GARAGE ), \ l# J' \ \\ \\ 46.1 �= ;yy1 G �- IE =37 87t i /. ENTRY 48.35 p \ i �r ( 49.0' :STA. 1 +31 °SLAB ENTRY .,i �\ \ r SLAB% ' \ P, �� G'' \ _ - \�• `, 2 " :.UNIT 6 GARAGE \ \' SLAB SSCO 1; \\ \. 1 ' 846.1' 48.35 \ y 1E =3745 \ ,.1 1' ENTRY \ 'c� srA.l +lo •1 SLAB ssco \ ITYi ' L Q- / STA. 1 +b0 OFFSET 83'R 1 \ 0 R3' -1,5' r +0o ,; � . sue. oOaY/ y S E BENCHMARK vV E1 �14D.�. �'� 7 CITY OF RENTONrMON #2117 \ " \. sD LF 6" z DI 6. �5 "'v E ., 'nC) WYE r I _ STUB INTO EX. SS MAIN \ - \ _ 1E =3712 \ Y S �7 1 ® �� (SEE CDR STD. \ ti \ .7 ,T 44.69 DETAIL BR 08) �C ` _ J0 ` 9 8, it v1 E/5 J. R� PIPE BEDDING T R _ \ S O , \ 35� PER COW STD. �', \ ` /I••r DETAIL BW 18C. \ 4 .",ROSS IN BRASS y,`= j' D: St IN STEFL RING (9/05� °a 824 /ONAgL Lt v0 R COPT R SCUU T GRAPHIC SCALE' 20 0 10 20 ( IN FEET' ) I inch = 20 ft. APPROVAL FOR SITE CONSTRUCTION r� EXPIRES 04-/23/07 C/i CUR A•I VE D_ L \I E - 2):: CONCEPT ENGINEERING, INC. -' ziA4 93 8 - .52' ® 455 Rainier Boulevard North Issaquah, Washington 98027 (425) 392 -8055 FAX (425) 392 -0108 comments. Copyright (c) 1999 Concept Engineering, Inc. All rights re ry a. co:5-Vlol o l SCAMM } y Date Date Date I i �i O o N o Y 1 w a o � N � I a�1�U U) W 0 r Z Z � 0 o C�' O Q W V7 W Ld y g � Z ® O �E- a p 3 N o N =s u� 11s SANITARY SEWER NOTES AND SPECIFICATONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS_ 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE_ 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH - MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED_ 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11_ DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL RE LAID ONL A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 0 z � U O F N_ w r > J W j BENCHMARK: CITY OF RENTON MON # 2117 w 3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM" IN THE NW CORNER OF CONCRETE BASE OF SIGNAL ti BRIDGE AT THE RAILROAD CROSSING AT THE NORTH ENTRANCE OF GENE COULON PARK. SIGNAL BASE IS LOCATED SOUTH OF THE ENTRANCE ROAD INTO GENE COULON PARK AND WEST OF RR TRACTS. + z ELEVATION = 37.25' (11.355m) NAVD 1988 SW 114 OF SECTION 5, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. LAKE PARK TOWNHOMES _ \ \ 4. FEC _ v v J \ T - X S` \ RIG' r \ _ \ ssca IE 39.53 STA. 2414 \ T 114 LFfi DI 2.00% 1. FF SLAB \ °t1vJi- \ �� ,` l ENTRY 4835' \ ,_j \ - �o /ELAB SSW STA- 1 +s3 ;") \\ \ - // ::: >' ••• COB STD. DETAIL \G UNIT2 RAGE ew 18B, TYP, \ ` _ \ > .4411' Ff =B sue i F \ _I !\ 'y ` - \ 'x, ENTRY 46.35\ i A srq 2 +00 \ .\ �1 sLAe / , / ; \ 1 R \ W\, \\ / 0 �_` 47.\ '\�1 MN / UNn y 3 : GARAGE e. sLA6 i \ 9 � FF= , 45.1' " \ cP X l'. ZT W SSCO•, - \ i i ENTRY 47.35 IE 38 70 470`r U , " UNIT 4 \ \. Gy7 `,_. 1 , ,` •� \ GARAGES .3829 \ 'i \ e� e45.1 4735y SLAB \¢9.0'_ O?0 non "�, - -` STA,1 +52 \ -.,, Z -, 4' ENTRY \ 'i 5 %i GpRA6E g. `•. `� (� "1 \ ., sue / / SMB' , �`,,�,:• �'\ \ C �G 'VI - j /// UNIT 5 7.�`' 480 ry s \ 4635 ; f -! GARAGE ), \ l# J' \ \\ \\ 46.1 �= ;yy1 G �- IE =37 87t i /. ENTRY 48.35 p \ i �r ( 49.0' :STA. 1 +31 °SLAB ENTRY .,i �\ \ r SLAB% ' \ P, �� G'' \ _ - \�• `, 2 " :.UNIT 6 GARAGE \ \' SLAB SSCO 1; \\ \. 1 ' 846.1' 48.35 \ y 1E =3745 \ ,.1 1' ENTRY \ 'c� srA.l +lo •1 SLAB ssco \ ITYi ' L Q- / STA. 1 +b0 OFFSET 83'R 1 \ 0 R3' -1,5' r +0o ,; � . sue. oOaY/ y S E BENCHMARK vV E1 �14D.�. �'� 7 CITY OF RENTONrMON #2117 \ " \. sD LF 6" z DI 6. �5 "'v E ., 'nC) WYE r I _ STUB INTO EX. SS MAIN \ - \ _ 1E =3712 \ Y S �7 1 ® �� (SEE CDR STD. \ ti \ .7 ,T 44.69 DETAIL BR 08) �C ` _ J0 ` 9 8, it v1 E/5 J. R� PIPE BEDDING T R _ \ S O , \ 35� PER COW STD. �', \ ` /I••r DETAIL BW 18C. \ 4 .",ROSS IN BRASS y,`= j' D: St IN STEFL RING (9/05� °a 824 /ONAgL Lt v0 R COPT R SCUU T GRAPHIC SCALE' 20 0 10 20 ( IN FEET' ) I inch = 20 ft. APPROVAL FOR SITE CONSTRUCTION r� EXPIRES 04-/23/07 C/i CUR A•I VE D_ L \I E - 2):: CONCEPT ENGINEERING, INC. -' ziA4 93 8 - .52' ® 455 Rainier Boulevard North Issaquah, Washington 98027 (425) 392 -8055 FAX (425) 392 -0108 comments. Copyright (c) 1999 Concept Engineering, Inc. All rights re ry a. co:5-Vlol o l SCAMM } y Date Date Date n O � � E ua y Iv _i 6" BUILDING SEINER FNPE _i Z � TEE WITH 6- SIDE OUILIT z O S r � a '1 s S 9 W 0 0 1- LIJ 3: Z W O J Z � Y Q LLJ Q 2 LJ LLJ PROPERTY LINE A I A L �— J FUTILE 1 {IIIIDNC SEWER YX {" STUD SERVICE MARKER PANT UPPER PORTION WHITE ANN STENGL ON 10 SIDE WORDING 'SEMEN- WITH 37 HIGH BIAIX LETTERS. AM 05 HERE WRAPIP ED AROUND WE S TUD A ND EXTENDED -� TOP CF THE STUD. 4 UNLESS OTHERWISE APPROVED BY THE CITY, MANE TM THROUGH CAST TS' IRON SADDLE SECURED TO SEVER MAN WITH STAMM STEEL BANDS WHEN COPNECIM NET: SIDE SEWERS M EXISTING MARL SECTION A -A PLAN AND REINFORCED CONCRETE BE PPE AND C PIPE SEVER YAWS ARE TO BE CORE DRILLED. VITRIFIED CLAY PPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED N. s B 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE 1:3:5 MIX CONCRETE } 0(F- BLOCKING YAfN 1S YAP I �' 2)L MBT SLOPE SW 1/4 OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LAKE PARK TOWNHOMES PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 6 � WATER TIGHT PLUG 2" BEEHIVE t7'P3Li" PLASTIC METER BOX EDUAL TO MD STATES B MAXI r �PLASRC" BEEF SERIES 1730 -18 WITH Y THICK DUCTILE BC IRON DIAMOND PLATE 111'01' MSC 173OR 1" CLOSE RIPPLE BOW I- IRON I- BRGNIE CA TE VALVE. SCREW EQUAL BE U 1- RIPPLE TO RED -W{79 VALVE CORP. FlG NO.2190 UNION COUPLING COPPER TO MALE IRON PIPE FORD. C28-44 ON EMAL 2" RESILIENT BEAT DATE VALVE WITH THREADED ENDS 21 RRA9 NIPPLE - 6' LONG (MPT X MPT) y' o..A - �,r-z' IRON RPE IFPEAD CORPGRATON 91DP WITH •b INT BEND FOR COPPER. FORE TYPE MODO PACK JOINT CTS.. Y E M FIT RON PPE TD PIT \ 1.. �. 080W `-DW0.E STRAP- SERWCE CIANP WITH 2" IPS TAP TO Fit EW AE.TO MEULLER CD. 1" TYPE "K' SOFT COPPER TURING r :r BRASS BUSHING 1B' TO 20' BEHIND BACK OF CURB OR 12' BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO -PIECE CAST IRON VALVE BOX WITH LUG. TYPE COVER EQUAL To OLYMPIC FOUNDRY. CO. .STANDARD B' TOP sECR 4.875' . 5' STORZ NTH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE OVIG SR4B /PAGE 9090} e Yax YN 2' RAISED PAVEMENT MARKER TYPE t% AS STN..s.^NIIE TWO-WAY BLUE. 42" MIN` "_ F CONCRETE BLOCKING A- 1- COMBINATION NN RELEASE t VACUUM VALVE, � �� MAIN LINE TEE WITH B- FLANGE SIDE DITIlEE. WASHED GRAVE. PASSING 1 -1/Y' AND RETAINED ON 2 B- DUCTILE IRON PIPE. GLASS 52 CEMENT INED. IkN6111 AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE H BLOCK UNDER _ INSTALLED AT HIGHEST POINT POLYETHYLENE FILM AROUND TOP AND 9DE5 OF Ey� 1- IN .A LOCATION WHERE ASSEMBLY. CANNOT BE INSTALLED, 1- AIR A VACUUM RELEASE GRAVEL 6- SIDE OUTLET TEE HORIZONTAL S - 2g PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE HIGH VALVE ASSEMBLY SEWER MAIN DUVET MAR,( SECTION B -B - POINT AT A LOCATION WHERE. ASSEMBLY CAN BE INSTALLED- OPTED FIRE HYDRANT ASSEMBLY 6' MIN. LOCALE ARE - VACUUM METER BOX IX1T30E OF TRAFFIC CON FIE B 30NG F AREAS, IN PLANTING STRIPS, BEHIND CURB OR SIDEWALK. ° TYPICAL SIDE SEWER t1FVAl10N CAST IRON RING AND COVER BPANDARQ P4/1). O TEF AT MAIN OVER 25 TOT DATW: w/U4 LEVEL ALL GROUND MIN S RADIUS ELEVATION I DAB I REVISION gY DWG. NAME: 0084 SP PAGE. 0094 wz 0 O IE--+ NOTE: /--- -I UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE E -1 �Ty A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER ry THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. 4� � aRT � 1MM1¢Y IWAI nR+UUHIALWI 4� a j o �m aocal Nlsr�ilm ®>so g® ® WEDr.mLOCRX A � r z Y g 5 S ® ® 11 DDCVA MST BE NS7ALlE0 WYEGATELY AFTER PIPE PENERATION THROUGH BUILDING BORN. SIAM ROOM IN WHICH ODCVA R LOCATED SHNL- A HAVE FLOOR. DRAIN CONNECTED TO THE SANITARY SEVER SYSTM 8� 2JE BW i B. HAVE A HEATING SYSTEM (40- F MN. TOP.) M HEAT TAPE 22 C. NOT BE USED .Fdt STORAGE ADiND THE mcvA O. HAVE CEA1RLr 0BDIEATED ACCESS WAYS TD DDCVA AND PEVl " A RIGHT - -OF -ENTRY A4TiEONEMT MUST BE GRANTED TO THE CITY OF REM FOR INSPECTION CF THE DDCVA AND METER SEPARATE FVE SPRNE.ER FlAF115 INGIIDNG INSTA1LAl10N OF OOCYA Q MUST EE RIDRTTED ro RFHION FIE PREVEtiiON DEPAR1YDFi FOR REVIEW AND APPROVAL A SEPARATE FIRE SPRMXE% ER PERMIT S fEOURED. PLUG TO BE SEALED t 4.875" . s' - IN SAME MANNER AS �e 1 sroxz MAIN SEWER JOINTS. - FOR 314' TO Y DCVO USE FOCTEM CONCRETE METER BOX N0. 2T (17'X28') MTH 3/8' STEEL COMI PLATE FLUSH. MTH FP{SH (MADE MEIER BOX SHALL BE DOUBLE STACKED. FOR 2 -TJ2' CUT NOIER (��) ro Y DCVA, USE UTILITY VAULT CO. MODEL 25TA ON 1. 5' CEANOUT RING AND COVER SHALL BE EAST JORDAN NON WANKS, ING 6 INCH. CLEANOUT. EOUA. STANDARD SIDE SEWER DISTALLAT[ON Na 3075_ �N OUT STALL BE A WATER TIGHT ASSEMBLY. - HYDRANT LOCATION IN CUT OR FILL 2 N InO PROVED AREAS. POUR A 1 -0 7NKX. Y-0' SpIARE (SEWER MADE TO PROPERTY LIITE) E- .•METE: =`= I DOD. OUND VIE RING AND 1XIVER. N ASPHALT .s. AROUND CAEANOUT RING AND ADOPTED ADOPTED COVET AS fEOUIRED BY STANDARD OETAL GAMING BR3R ♦� CI'PT OP ARMOR.. Gc"a.wr ♦� Gtr a �Ymx UMIN (TYPICAL) STANDARD PLANS sntmN® PDA1a8 EST DATE: 04/04 w LtATG w/w N RLViAM -1- JON DMC SO' MIN. W-3w- M. I'. DWG: NAME: 8076 SP PAGE:B076 1 B- DWG. NAME: 8078 SP PAGE: BE DATE REVISION BY PR Ac1ER LEST i APP w a Igo NON BEAMONO PLATE COVER EQUAL. TD MRI- STATES PLASTICS, NG MFOR OCHRE NTH READER DETAIL / 1 5/B' ORfl1ID HOLE FOR TOUt]1READ PIT LC (SEE DEGIL A -A) 5 ENAMEL T ININEM WITH 2 I LACES I N IN PROPERTY LINE RIGHT 2* > I TO BE PAINTED ON FLOW M WIDE WAY IMPROVED METER BOX AT HNAIEL PAM SIDE, MTH 2 SAY PROPERTY LMT WTIH 12• ¢' Q DO NOT . A TO SAY: LONG COPPER SIDEWALK nnn L°L1 n� ]/B' YRA15 GRAVEL 12' MINIMUM 9* MIN I SIDEWALK IYYAX \ 1gE FNSTH GRADE tl METER METER ro AD WATER z� BE x BELOW GROUND INSTALLATION FOR 3/4" TO. 3" DOUBLE Q7 -• 8 APPLIED BY THE 12 CHECK VALVE ASSEMBLIES a� Eli. MN COVER CITY TYPE *K, SOFT sS" COPPER TUBING P NOTE: 1/! AFTER FIELD INSTALLATION. DCVO MUST RE TESTED SATISFACTORILY BY A OEPARTMIENT OF REALM fF.RHFlED BACKFLOW ASSEMBLY 1ES1Qt TEST REPORT MST BE SVBMTVD TO CITY OF RENTON WATER UTILITY ENGNEE NNC PRIOR TO ACTIVATION OF NEW UNE ® NEW DUCTILE NON WATERMA N IF SERMON LINE ro HOUSE IS 3/4' OR I" FIT m TO BE INSTALLED IN ME NTURE GALVANIZED IN FORD C1q-33 OR k FlDr PLUD DOUBLE CHECK VALVE ASSEMBLY W4 .COMPRESSION DIMPLING ADOPTED. ! .LOOP DOWN ro CENTERLINE (OtY OP RRRION. p OF WATER MAX TO PROVIDE SLACK IN COPPER 9TAxDAND SERVICE LINE TO LETFR. ViM, _tSWr_,µ -33C. OR McDBNND BRAS 21- 215WC0033. OUR Tsl' nA2D: w /D4 MUELUM 3/4-8- 2470 -2 NTH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET IXMam MLWS miTD TXt OCV AG CORPDRATIN SKIP. FORD TAPERED THREAD rowER5ET1ER M 1• METER FORD VA172- 15W- H-4AC. OR DATE REVISION BY R DWG. NAME: Bt01 SP PAGE: B70 (CO). QUICK JOINT M-DONAD BMASSH 21- 4t5WCOQ4..4, OUR NUELLE N. 1 B- 2470 -2 v (3/4' flD00 -3-C) OR AY NCOONAD 47MQ BOTH NIET AND OU WITH PACK JOINT WITH CRIPPEP (1* F 000-h) OR AY MCDONALD 47010 PADLOCK NN:S ON INLET MNGIE BALL VALVE AND SINGLE CHECK. VALVE ON OUTLET. ALL PAC( -JOINT POIINGS SHALL BE WITH 4U WICK JOINT. ; 3 NOTE:„ o ALL METER BOXES INSTALLED WTHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE TESTING DETAIL CAST -11M EQUAL TO OLYMPIC FDARY EWAN" K)INTS MUSH BE INSTALLED ON O FINAL CONNECIIQN DETAIL OUN F 1- NAN LINE TEE (NJ X R) W1H CONOEIE BLOODING - BOTH SIDES OF METER BOX (WATER MINA LOCAIED N EASEMENT ON PRIVATE PROPERTY SHALL HOT BE MORE Tux 50 FEET TO UGIDMC) `( 2- BRMC H VALVE (FL K MJ) NTH VALVE ON AND COVER 3- CUSS 52 GIC7lE NON PIPE (4 IN(:1 MWSAAi) FNESH HOER LEVEL ALL PPE AFA FlTTNGS SHALL iE512. ,'.?:ED C.L1M SYRCQE 8005 ANO.CDIMSEIE TIIRl15T BLOCKS PER NFPA AM) AWWA STANDARDS. 4- POST- BAICATGR VALVE (ML) NTH TAMPER SWITCH ELEVATION VIEW OF DDCVA Z 5- 2 -80" BENDS (FL X FL) NTH FLANGED DUCTILE NON PPE SPOOL 6- 18" LONG SPOOL (FL . PE) Z 7- FLANGE COUPLING ADAPTOR AOJUSTAME SEED PIPE SUPPORT. W 8- APPROVE) DDCVA ON MAN UNE IN HORIZONTAL POSITION ONLY- STANCHIONS EL PIP TO BOOR. G (PEx UlEST DEPT. DF HEALTH APPROVED LIST OF BACDLOW PREVEMTOH DEVICES) BOTTOM OF DDCVA SHALL BE A YNMW OF 24 NCI ABOVE FLOOR LEVEL AND jv NOT HCHkR THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PPE J T SUPPORT aXUMNS UNDER DDCVA H Z.. 1a- &S a.Y VALVES TO BE RESILIENT SEATED MN TAMPER SAKES. ti U O 'ADD WIRING N ACCORDANE NTH L A N 10- METERED 3/4 NCH BY -PASS DCVO - BT -POSES YEIER SHALL BE A 3/4 NCN W F *SFJN9US -EDIT' RL PO4HT£ DISPLACEMENT METER EQUIPPED MM A REMOTE REAP SEEMS. PLATE MOUN70 ON THE OUTSIDE OF THE BUILDING COL A tl SWING TYPE GRAVITY CHECK VALVE. FLANGE NTH BALL DRIP N VAULT OR C1TSIDE BUILDING IJ 12- 4'X 4' A 6' BULL F1BDN. THREADED ° J 13- ILL LISTED FIRE DEPT. C NECCTCH. LL LISTED BREAK AWAY CAM LOCATE MTHN SO FEET MAXIMUM W A PUBLIC FIE HYDRANT: INSIDE BUILDING INSTALLATION FOR 0: F 3 INCH AND LARGER < S I.. AFTER FIELD INSTALLATION. MAN DDCVA AND BY -PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTEI E0 BACXFLOW ASK MEELY I ER REPORT T Mist BE SUBMITTED TO CITY OF RENTON WATER ETRUDY DETECTOR DOUBLE CHECK VALVE ASSEMBLY T a ENGNFI]WHG DEPARTMENT PRIOR TO NE ACTIVATION OF W LINE. -, -, h INSTALL BRASS PEWS AT ALL TEST COOLS ♦ GDY DP RTNrox WANINDED, DATE S'. IN/0' /0' PLAIN l9P /w DWG. NAME: 8117 SP PAGE: 8117 " ' - A DRILL 1 -518' DIAL HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L_ 2 -1/2' MIN. FROM NEAREST = AND FRONT EDGE OF PIT LID r I TYPICAL. I NOTE: .... RIB J THE T OF THE HOLE MUST RIB AT LEAST 1- FROM UNDERNEATH ROE UNlE53. THE RIB SPADING ALLOWS NIT TO TIGHTEN AGAINST THE OPEN. SIDE OF MORE THAN ONE RIB. TAPPING BE TAPPING OARY I CON RETE B THE CONCRETE BL 2 N InO PROVED AREAS. POUR A 1 -0 7NKX. Y-0' SpIARE (SEWER MADE TO PROPERTY LIITE) E- .•METE: =`= I DOD. OUND VIE RING AND 1XIVER. N ASPHALT .s. AROUND CAEANOUT RING AND ADOPTED ADOPTED COVET AS fEOUIRED BY STANDARD OETAL GAMING BR3R ♦� CI'PT OP ARMOR.. Gc"a.wr ♦� Gtr a �Ymx UMIN (TYPICAL) STANDARD PLANS sntmN® PDA1a8 EST DATE: 04/04 w LtATG w/w N RLViAM -1- JON DMC SO' MIN. W-3w- M. I'. DWG: NAME: 8076 SP PAGE:B076 1 B- DWG. NAME: 8078 SP PAGE: BE DATE REVISION BY PR Ac1ER LEST i APP w a Igo NON BEAMONO PLATE COVER EQUAL. TD MRI- STATES PLASTICS, NG MFOR OCHRE NTH READER DETAIL / 1 5/B' ORfl1ID HOLE FOR TOUt]1READ PIT LC (SEE DEGIL A -A) 5 ENAMEL T ININEM WITH 2 I LACES I N IN PROPERTY LINE RIGHT 2* > I TO BE PAINTED ON FLOW M WIDE WAY IMPROVED METER BOX AT HNAIEL PAM SIDE, MTH 2 SAY PROPERTY LMT WTIH 12• ¢' Q DO NOT . A TO SAY: LONG COPPER SIDEWALK nnn L°L1 n� ]/B' YRA15 GRAVEL 12' MINIMUM 9* MIN I SIDEWALK IYYAX \ 1gE FNSTH GRADE tl METER METER ro AD WATER z� BE x BELOW GROUND INSTALLATION FOR 3/4" TO. 3" DOUBLE Q7 -• 8 APPLIED BY THE 12 CHECK VALVE ASSEMBLIES a� Eli. MN COVER CITY TYPE *K, SOFT sS" COPPER TUBING P NOTE: 1/! AFTER FIELD INSTALLATION. DCVO MUST RE TESTED SATISFACTORILY BY A OEPARTMIENT OF REALM fF.RHFlED BACKFLOW ASSEMBLY 1ES1Qt TEST REPORT MST BE SVBMTVD TO CITY OF RENTON WATER UTILITY ENGNEE NNC PRIOR TO ACTIVATION OF NEW UNE ® NEW DUCTILE NON WATERMA N IF SERMON LINE ro HOUSE IS 3/4' OR I" FIT m TO BE INSTALLED IN ME NTURE GALVANIZED IN FORD C1q-33 OR k FlDr PLUD DOUBLE CHECK VALVE ASSEMBLY W4 .COMPRESSION DIMPLING ADOPTED. ! .LOOP DOWN ro CENTERLINE (OtY OP RRRION. p OF WATER MAX TO PROVIDE SLACK IN COPPER 9TAxDAND SERVICE LINE TO LETFR. ViM, _tSWr_,µ -33C. OR McDBNND BRAS 21- 215WC0033. OUR Tsl' nA2D: w /D4 MUELUM 3/4-8- 2470 -2 NTH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET IXMam MLWS miTD TXt OCV AG CORPDRATIN SKIP. FORD TAPERED THREAD rowER5ET1ER M 1• METER FORD VA172- 15W- H-4AC. OR DATE REVISION BY R DWG. NAME: Bt01 SP PAGE: B70 (CO). QUICK JOINT M-DONAD BMASSH 21- 4t5WCOQ4..4, OUR NUELLE N. 1 B- 2470 -2 v (3/4' flD00 -3-C) OR AY NCOONAD 47MQ BOTH NIET AND OU WITH PACK JOINT WITH CRIPPEP (1* F 000-h) OR AY MCDONALD 47010 PADLOCK NN:S ON INLET MNGIE BALL VALVE AND SINGLE CHECK. VALVE ON OUTLET. ALL PAC( -JOINT POIINGS SHALL BE WITH 4U WICK JOINT. ; 3 NOTE:„ o ALL METER BOXES INSTALLED WTHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE TESTING DETAIL CAST -11M EQUAL TO OLYMPIC FDARY EWAN" K)INTS MUSH BE INSTALLED ON O FINAL CONNECIIQN DETAIL OUN F 1- NAN LINE TEE (NJ X R) W1H CONOEIE BLOODING - BOTH SIDES OF METER BOX (WATER MINA LOCAIED N EASEMENT ON PRIVATE PROPERTY SHALL HOT BE MORE Tux 50 FEET TO UGIDMC) `( 2- BRMC H VALVE (FL K MJ) NTH VALVE ON AND COVER 3- CUSS 52 GIC7lE NON PIPE (4 IN(:1 MWSAAi) FNESH HOER LEVEL ALL PPE AFA FlTTNGS SHALL iE512. ,'.?:ED C.L1M SYRCQE 8005 ANO.CDIMSEIE TIIRl15T BLOCKS PER NFPA AM) AWWA STANDARDS. 4- POST- BAICATGR VALVE (ML) NTH TAMPER SWITCH ELEVATION VIEW OF DDCVA Z 5- 2 -80" BENDS (FL X FL) NTH FLANGED DUCTILE NON PPE SPOOL 6- 18" LONG SPOOL (FL . PE) Z 7- FLANGE COUPLING ADAPTOR AOJUSTAME SEED PIPE SUPPORT. W 8- APPROVE) DDCVA ON MAN UNE IN HORIZONTAL POSITION ONLY- STANCHIONS EL PIP TO BOOR. G (PEx UlEST DEPT. DF HEALTH APPROVED LIST OF BACDLOW PREVEMTOH DEVICES) BOTTOM OF DDCVA SHALL BE A YNMW OF 24 NCI ABOVE FLOOR LEVEL AND jv NOT HCHkR THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PPE J T SUPPORT aXUMNS UNDER DDCVA H Z.. 1a- &S a.Y VALVES TO BE RESILIENT SEATED MN TAMPER SAKES. ti U O 'ADD WIRING N ACCORDANE NTH L A N 10- METERED 3/4 NCH BY -PASS DCVO - BT -POSES YEIER SHALL BE A 3/4 NCN W F *SFJN9US -EDIT' RL PO4HT£ DISPLACEMENT METER EQUIPPED MM A REMOTE REAP SEEMS. PLATE MOUN70 ON THE OUTSIDE OF THE BUILDING COL A tl SWING TYPE GRAVITY CHECK VALVE. FLANGE NTH BALL DRIP N VAULT OR C1TSIDE BUILDING IJ 12- 4'X 4' A 6' BULL F1BDN. THREADED ° J 13- ILL LISTED FIRE DEPT. C NECCTCH. LL LISTED BREAK AWAY CAM LOCATE MTHN SO FEET MAXIMUM W A PUBLIC FIE HYDRANT: INSIDE BUILDING INSTALLATION FOR 0: F 3 INCH AND LARGER < S I.. AFTER FIELD INSTALLATION. MAN DDCVA AND BY -PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTEI E0 BACXFLOW ASK MEELY I ER REPORT T Mist BE SUBMITTED TO CITY OF RENTON WATER ETRUDY DETECTOR DOUBLE CHECK VALVE ASSEMBLY T a ENGNFI]WHG DEPARTMENT PRIOR TO NE ACTIVATION OF W LINE. -, -, h INSTALL BRASS PEWS AT ALL TEST COOLS ♦ GDY DP RTNrox WANINDED, DATE S'. IN/0' /0' PLAIN l9P /w DWG. NAME: 8117 SP PAGE: 8117 " ' - A DRILL 1 -518' DIAL HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L_ 2 -1/2' MIN. FROM NEAREST = AND FRONT EDGE OF PIT LID r I TYPICAL. I NOTE: .... RIB J THE T OF THE HOLE MUST RIB AT LEAST 1- FROM UNDERNEATH ROE UNlE53. THE RIB SPADING ALLOWS NIT TO TIGHTEN AGAINST THE OPEN. SIDE OF MORE THAN ONE RIB. TAPPING BE TAPPING OARY I CON RETE B THE CONCRETE BL 1- NAN LINE TEE (NJ X R) W1H CONOEIE BLOODING - BOTH SIDES OF METER BOX (WATER MINA LOCAIED N EASEMENT ON PRIVATE PROPERTY SHALL HOT BE MORE Tux 50 FEET TO UGIDMC) `( 2- BRMC H VALVE (FL K MJ) NTH VALVE ON AND COVER 3- CUSS 52 GIC7lE NON PIPE (4 IN(:1 MWSAAi) FNESH HOER LEVEL ALL PPE AFA FlTTNGS SHALL iE512. ,'.?:ED C.L1M SYRCQE 8005 ANO.CDIMSEIE TIIRl15T BLOCKS PER NFPA AM) AWWA STANDARDS. 4- POST- BAICATGR VALVE (ML) NTH TAMPER SWITCH ELEVATION VIEW OF DDCVA Z 5- 2 -80" BENDS (FL X FL) NTH FLANGED DUCTILE NON PPE SPOOL 6- 18" LONG SPOOL (FL . PE) Z 7- FLANGE COUPLING ADAPTOR AOJUSTAME SEED PIPE SUPPORT. W 8- APPROVE) DDCVA ON MAN UNE IN HORIZONTAL POSITION ONLY- STANCHIONS EL PIP TO BOOR. G (PEx UlEST DEPT. DF HEALTH APPROVED LIST OF BACDLOW PREVEMTOH DEVICES) BOTTOM OF DDCVA SHALL BE A YNMW OF 24 NCI ABOVE FLOOR LEVEL AND jv NOT HCHkR THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PPE J T SUPPORT aXUMNS UNDER DDCVA H Z.. 1a- &S a.Y VALVES TO BE RESILIENT SEATED MN TAMPER SAKES. ti U O 'ADD WIRING N ACCORDANE NTH L A N 10- METERED 3/4 NCH BY -PASS DCVO - BT -POSES YEIER SHALL BE A 3/4 NCN W F *SFJN9US -EDIT' RL PO4HT£ DISPLACEMENT METER EQUIPPED MM A REMOTE REAP SEEMS. PLATE MOUN70 ON THE OUTSIDE OF THE BUILDING COL A tl SWING TYPE GRAVITY CHECK VALVE. FLANGE NTH BALL DRIP N VAULT OR C1TSIDE BUILDING IJ 12- 4'X 4' A 6' BULL F1BDN. THREADED ° J 13- ILL LISTED FIRE DEPT. C NECCTCH. LL LISTED BREAK AWAY CAM LOCATE MTHN SO FEET MAXIMUM W A PUBLIC FIE HYDRANT: INSIDE BUILDING INSTALLATION FOR 0: F 3 INCH AND LARGER < S I.. AFTER FIELD INSTALLATION. MAN DDCVA AND BY -PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTEI E0 BACXFLOW ASK MEELY I ER REPORT T Mist BE SUBMITTED TO CITY OF RENTON WATER ETRUDY DETECTOR DOUBLE CHECK VALVE ASSEMBLY T a ENGNFI]WHG DEPARTMENT PRIOR TO NE ACTIVATION OF W LINE. -, -, h INSTALL BRASS PEWS AT ALL TEST COOLS ♦ GDY DP RTNrox WANINDED, DATE S'. IN/0' /0' PLAIN l9P /w DWG. NAME: 8117 SP PAGE: 8117 " ' - A DRILL 1 -518' DIAL HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L_ 2 -1/2' MIN. FROM NEAREST = AND FRONT EDGE OF PIT LID r I TYPICAL. I NOTE: .... RIB J THE T OF THE HOLE MUST RIB AT LEAST 1- FROM UNDERNEATH ROE UNlE53. THE RIB SPADING ALLOWS NIT TO TIGHTEN AGAINST THE OPEN. SIDE OF MORE THAN ONE RIB. TAPPING BE TAPPING OARY I CON RETE B THE CONCRETE BL 3/4 -.k t' WATER: SERVICE ADOPTED CITY Df BWTON SYANQARD PEAKS HST Turc aJot DWG. NAME: 8106 - SP PAGE:6106 LEVEL ALL GROUND MN 3' RADIUS ONE MAN ROCK , 6� FILL ' FIRE HYDRANT ASSEMBLY DETAIL ADOPTED CITY M AVENTI E LED akLm N/im rfi n>� DE<O4 DWG. NAME: B102 SP PAGE: BTO2 *OPEN- TARGET PLATE SHUT' TARGET PLATE ' NEW INDICATOR POST GRADE 0 I w. NEW VALVE (FL) F UNDISTURBED 91BGRADE J. R/C Sy�y0dY NEW THRU 28 8 DAYS 3000 PSI S DAYS VI POST INDICATOR 9FC eS2EW4p VALVE DETAIL �s'�IVAL ENG� N.T.S. EXPIRES 04/23/07 CONCEPT ENGINEERING, INC. ® 455 Rainier Boulevard �32 ® Issaquah, Washington 9 F 5) 392 -8055 FAX (425) -0108 Copyright © 1999 Concept Engineering, Inc. All rights reserved. CITY OF RENTON APPROVAL FOR SITE CONSTRUCTION Dote Date Me Dote Comments: co-w-53610- SCANNED /" 5 - 'J31A10zt%ON) IOi12 22007 V-25'' L 0 0 0 a in re N is a 0 C) o Z i � W o U � 0 a �1 8p @�@3 0 Y� o Ewag a y�4 ell € 2 I` I 0 C4 1 s 4 O El') Y ( n a in WA BLVD ` V 32 °44'22" Date R = 1514.70' V) tt o: o: a 865.52' z O o gZ � £ �O Q H Q W a cn w C/7 in re N is a 0 C) o Z i � W o U � 0 a �1 8p @�@3 0 Y� o Ewag a y�4 ell € 2 z 0 z w 0 0 Ed Q_ A w K z O N_ K w1_O SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF,, THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR, 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 ROUGHLY TAMPING INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH, MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. BENCHMARK: CITY OF RENTON MON # 2117 3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM" IN THE NW CORNER OF CONCRETE BASE OF SIGNAL BRIDGE AT THE RAILROAD CROSSING AT THE NORTH ENTRANCE OF GENE COULON PARK. SIGNAL BASE IS LOCATED SOUTH OF THE ENTRANCE ROAD INTO GENE COULON PARK AND WEST OF RR TRACTS. ELEVATION = 37.25' (11.355m) NAVD 1988 / �� O�N P \JP�V ii SW 1/4 OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LAKE PARK TOWNHOMES POINT ON CENTERLINE \ v� MARI "dA LANDING v� \ 1/4" CROSS IN BRASS , APARTMENTS vA 3p \\ DISK IN STEEL RING (9/05) HYDRANT (N 251) A O J - LOCATION APPROX_ r VACATE V /RIGHT -OF -WAY ",_,BY ORC 4834 RECORDED UNDER �\` THE NORTH LINE OF SUBJECT \ 3p 2000032 {'000918 PROPERTY S ESTABLISHED BY SURVEY S18'-1,F-,53E" RTHWT RECORDED IJ KING COUNTY UNDER REC I V z -380' FROM NORTHWEST N0. 85062 ?9011, AND BOUNDARY LINE A , PROPERTY CORNER `c, ADJUSTMENT RECORDED iN KING \ �� AV OOUNTY U1`-DER REC. NO. 8506240829. AV A \Z3p.66i \\ TR 357 pp�i EX SSMH 3p' C n RIM EL = 40.52' X STi VX ` viH V J, �"- � � � V � INV EL 30.16' RIM EL 4032 �� i \ \ S `VV\ N \/ EL = 34 \2 5'S C , d -' \ 0\ NV EL .10 'S _ A\ 33 PARKING STORAGE \ SSCO A vA \ C? AV A \ - ^-3 �1 ld LEI a r InI L\ J`�. %3 a STA.2+1a i� V A/ \ �9 �.� 6 MAP E MAP � 6 cs, -X N li \ %I E G0.4J5 \\ 114 LF e," No �5�5.3�o3W � ,.�,�""" ��^/`~��� j�, ,\� \��\��\ \e1 \\ % PARKING i'01 N, r 85 _1 ?' \n DI 2.00 `\ 89/ f a 9 \� INV E.I_ - 37.60 5 "N &S -7.G ( vu \ - "f d'� 46.0 ( i AUNIT, 1 A 441 ENTRY 46. 5 e _ c� \ X160 p BW IE =39.1 ? r: ' \% STA 1 + 1,_ f N `(SEE COR STD DETA UNIT, GA RAGE / J SLAB . TYP ENTRY N . \ \ \ \\ r \ \\ z` �/ UNITF i3 GARAGE >45.1' F= sLA6 \ f IE S8 70 , 5 , ENTRY 47.35 I\ y SLAB TR _ i ;js„i '. m,,. \,m 1\ 1` \ / Of °PN \itj quo \ A 1'•. \ 1 x JI° V k� ` \\ // E' 47.0'1 GARAGE ��' Z \t\ V Z �; SSC4 111 a ,i 1;, • 45.1. FF= SLAB �.- ti m ,, Z Z �, IF,; 38 29. ,y \ } ENTRY 47.35 ✓� 5 = 0 C,�C� 6J oTA. 7 +529 ,, \ 5 �� SLAB na %11 ARAGE S d o , A , „ ,�a , , SLAB� \ u` . �\ r 11N17 5 48.0' n �c 1 \ , GARAGE ,` i'� k FF= SLAB II r �& r ITS 7 & 8 i tiv- ._,\ 6, �,r O ✓. SSCQ s ';1 1 i, 0461' i 1�\ Ile 1•> 1 \(.,\ \ \\�!\''.>>?1� c9 GZ IE =3787 ',\ h, 48.35 \ i�*� \ ENTRY � \ 1`;r HYDR.AN1\ (li 364) SLAB \\ t 2 O ATION CEP ^rR0X. \ SLAB rl ;` I o I �\ 1IUNIT 6 '1,y'� GARAGE a 4 FF= SLAB \ \ SSCO 0461':, \ S VIE =3745 �. 1 '„ ENTRYI '%' .,��' V - STA. 1 +10 •1 SLAB i C fL. A I STA. 1 +tl(\ 10a�0/ SITE BENCHMARK NV A t) 'r' SE sT1 f, CITY OF RENTON MON '2117 \ B \ DI, 699% 6° WYE \,/1 STUB INTO EX. SS MAIN \ n' IE 3712 2 \ (SEE CUR STD.i DETAIL BR 08) All v rl'v.• ' \ PIPE BEDDING \ PER COR STD. \ DETAIL BW 18C. \ \ \ � 88' EL N 1A � ' U \ H / 3p p0 , MEANDER CORNER SOUTH LINE SECT ION 5 -23 -5 FOUND MON IN CASE (7/94) icy STA. 1 EX v 1,.° R fM ftl - b,0.64 INV L = 40 24 F= 9FX S'MH 'c\ RIIAI EL_ = 46- NV = 40.05' 2 % >' EX SSMH 12. SAN \ `( RIM EL = 44.6C )--SEA ER R 4 HSEMC �v INV r L = 38.23' REC 1200104'500 1978 �_ DYDRAN!T (N 362) 1 OCA TION .4PPROX. q\ PC MON 1/4" CROSS IN BRASS DISK IN STEEL RING (9/05) C/L CURVE DATA M WA BLVD ` o = 32 °44'22" Date R = 1514.70' tt tt o: o: a 865.52' E £ £ £ Q e o e u N N N Q N X } W W W Gt z 0 z w 0 0 Ed Q_ A w K z O N_ K w1_O SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF,, THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR, 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 ROUGHLY TAMPING INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH, MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. BENCHMARK: CITY OF RENTON MON # 2117 3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM" IN THE NW CORNER OF CONCRETE BASE OF SIGNAL BRIDGE AT THE RAILROAD CROSSING AT THE NORTH ENTRANCE OF GENE COULON PARK. SIGNAL BASE IS LOCATED SOUTH OF THE ENTRANCE ROAD INTO GENE COULON PARK AND WEST OF RR TRACTS. ELEVATION = 37.25' (11.355m) NAVD 1988 / �� O�N P \JP�V ii SW 1/4 OF SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LAKE PARK TOWNHOMES POINT ON CENTERLINE \ v� MARI "dA LANDING v� \ 1/4" CROSS IN BRASS , APARTMENTS vA 3p \\ DISK IN STEEL RING (9/05) HYDRANT (N 251) A O J - LOCATION APPROX_ r VACATE V /RIGHT -OF -WAY ",_,BY ORC 4834 RECORDED UNDER �\` THE NORTH LINE OF SUBJECT \ 3p 2000032 {'000918 PROPERTY S ESTABLISHED BY SURVEY S18'-1,F-,53E" RTHWT RECORDED IJ KING COUNTY UNDER REC I V z -380' FROM NORTHWEST N0. 85062 ?9011, AND BOUNDARY LINE A , PROPERTY CORNER `c, ADJUSTMENT RECORDED iN KING \ �� AV OOUNTY U1`-DER REC. NO. 8506240829. AV A \Z3p.66i \\ TR 357 pp�i EX SSMH 3p' C n RIM EL = 40.52' X STi VX ` viH V J, �"- � � � V � INV EL 30.16' RIM EL 4032 �� i \ \ S `VV\ N \/ EL = 34 \2 5'S C , d -' \ 0\ NV EL .10 'S _ A\ 33 PARKING STORAGE \ SSCO A vA \ C? AV A \ - ^-3 �1 ld LEI a r InI L\ J`�. %3 a STA.2+1a i� V A/ \ �9 �.� 6 MAP E MAP � 6 cs, -X N li \ %I E G0.4J5 \\ 114 LF e," No �5�5.3�o3W � ,.�,�""" ��^/`~��� j�, ,\� \��\��\ \e1 \\ % PARKING i'01 N, r 85 _1 ?' \n DI 2.00 `\ 89/ f a 9 \� INV E.I_ - 37.60 5 "N &S -7.G ( vu \ - "f d'� 46.0 ( i AUNIT, 1 A 441 ENTRY 46. 5 e _ c� \ X160 p BW IE =39.1 ? r: ' \% STA 1 + 1,_ f N `(SEE COR STD DETA UNIT, GA RAGE / J SLAB . TYP ENTRY N . \ \ \ \\ r \ \\ z` �/ UNITF i3 GARAGE >45.1' F= sLA6 \ f IE S8 70 , 5 , ENTRY 47.35 I\ y SLAB TR _ i ;js„i '. m,,. \,m 1\ 1` \ / Of °PN \itj quo \ A 1'•. \ 1 x JI° V k� ` \\ // E' 47.0'1 GARAGE ��' Z \t\ V Z �; SSC4 111 a ,i 1;, • 45.1. FF= SLAB �.- ti m ,, Z Z �, IF,; 38 29. ,y \ } ENTRY 47.35 ✓� 5 = 0 C,�C� 6J oTA. 7 +529 ,, \ 5 �� SLAB na %11 ARAGE S d o , A , „ ,�a , , SLAB� \ u` . �\ r 11N17 5 48.0' n �c 1 \ , GARAGE ,` i'� k FF= SLAB II r �& r ITS 7 & 8 i tiv- ._,\ 6, �,r O ✓. SSCQ s ';1 1 i, 0461' i 1�\ Ile 1•> 1 \(.,\ \ \\�!\''.>>?1� c9 GZ IE =3787 ',\ h, 48.35 \ i�*� \ ENTRY � \ 1`;r HYDR.AN1\ (li 364) SLAB \\ t 2 O ATION CEP ^rR0X. \ SLAB rl ;` I o I �\ 1IUNIT 6 '1,y'� GARAGE a 4 FF= SLAB \ \ SSCO 0461':, \ S VIE =3745 �. 1 '„ ENTRYI '%' .,��' V - STA. 1 +10 •1 SLAB i C fL. A I STA. 1 +tl(\ 10a�0/ SITE BENCHMARK NV A t) 'r' SE sT1 f, CITY OF RENTON MON '2117 \ B \ DI, 699% 6° WYE \,/1 STUB INTO EX. SS MAIN \ n' IE 3712 2 \ (SEE CUR STD.i DETAIL BR 08) All v rl'v.• ' \ PIPE BEDDING \ PER COR STD. \ DETAIL BW 18C. \ \ \ � 88' EL N 1A � ' U \ H / 3p p0 , MEANDER CORNER SOUTH LINE SECT ION 5 -23 -5 FOUND MON IN CASE (7/94) icy STA. 1 EX v 1,.° R fM ftl - b,0.64 INV L = 40 24 F= 9FX S'MH 'c\ RIIAI EL_ = 46- NV = 40.05' 2 % >' EX SSMH 12. SAN \ `( RIM EL = 44.6C )--SEA ER R 4 HSEMC �v INV r L = 38.23' REC 1200104'500 1978 �_ DYDRAN!T (N 362) 1 OCA TION .4PPROX. q\ PC MON 1/4" CROSS IN BRASS DISK IN STEEL RING (9/05) TR 355 P p HYDANI (N %3) S=336105 Ado CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North Issaquah, Washington 98027 ® (425) 392 -8055 FAX (425) 392 -0108 Cftft'S1'T5 � un z tic, Copyright © 1999 Concept Engineering, Inc. All rights reserved. Q& 5.3,U 105 co s -V GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. Ar,RUILTS I1/310/700 CITY OF RENTON APPROVAL FOR SITE CONSTRUCTION C/L CURVE DATA LAKE WA BLVD ` o = 32 °44'22" Date R = 1514.70' T = 444.944.9 3' L = 865.52' TR 355 P p HYDANI (N %3) S=336105 Ado CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North Issaquah, Washington 98027 ® (425) 392 -8055 FAX (425) 392 -0108 Cftft'S1'T5 � un z tic, Copyright © 1999 Concept Engineering, Inc. All rights reserved. Q& 5.3,U 105 co s -V GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. Ar,RUILTS I1/310/700 CITY OF RENTON APPROVAL FOR SITE CONSTRUCTION Date Date Date Comments: Date WAN= in 8s2ml P Q O � Y 6" BUILDING SEWER PIPE i THE WITH e" SIDE OUTLET � w °o a 6" SIDE SEWER AND BUILDING SEWER PRGPERttUNE O" FUTURE BUILDING SEWER 2'k 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANTS STENCIL. ON SIDE WORDING "SEWER" WTH 3" HIGH BUCK LETTERS. AND /6 WERE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING. MAIN. PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. I ' MIX a° CONCRETE } BLOCKING �PMYN. ryy fi °. SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING. ANGLE QE_ML AT MAIN OVER ELEVATION u W. O C) HH� NOTE: �-H UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE FE•4 W AMINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER rN THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. Q F4 a 10 T Ew1Ye nPK ay AG Pig µp WIMMU FD mleviv Y QAMD M9 YWANDI N QQ YAWIIW (MM %IWtlNY fJ1Ai ro oocYP° NOT gfFED w FtET x SW 1/4 OF SECTION'S, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LAKE PARK TOWNHOMES PIPE MATERIAL AS SPECIFIE BY THE ENGINEER SECTION 8 -8 ro T IRON RING AND COVER NOTFR. 1. 6' CLEANOUT RING AND COYER SHALL BE EAST JORDAN IRON WORKS. INC. STANDARD SIDE SEWER INSTALLATION Z, No. 3675, CLEAN OUT SMALL BE A WATER TIGHT ASSEMBLY: W UNIMPROVED AREAS POUR A 1'-0' THI,K, 2' -Q' SQUARE (SEWER MAIN TO PROPERTY LINE) CGNOTEM CLASS MOO. PAD AROUND THE RING AND GAYER, 3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RIMS AND ADOPTED COVER AS REQUIRED BY STANDARD DETAIL DRAWNO BR36. CITY OF R6NION ♦ w ""�•�- 9TANIIAIro PTAN6 LET DATE: 04/04 lµ.0 ReM led note& JDH 10/lijae Add tl `L �� DWG NAME' B07B SP PAGEDWG NAME: B07B SP PAGE'BC (DATE I REVISION �8Y-1I REVISION HOLE FOR ©. ® ® f4 caxL9YRY o ® 5 ® O PERIMETERS OF MINIMUM CLEARANCES gV' t e w x TO BE PANTED ON FLOOR IN WHITE OUTMEL BLAC LETTERS TO INCH 'DO NOT BLOCK ACCESS'' Mfr z L B ( 7 WAY :INSTALL METER BOX AT 0 �• PROPERTY ONE MEN 12' P✓IS11C, ecF SERIES. 1730 -16 WITH Z' THICK. BOOTIE LONG COPPER TAILPIECE 6' MECHANICAL n I SIDEWALK 1" CLOSE NIPPLE ANAL STANDARD TNRE� T" UNION V) IOUCHRfAO WATER 1" MPPIE METER TO BE 12• W \TS OU PAINT 9 _, Y=_ M}6Df QY z TYPE •N' SOFT COPP�l Lil G. o Z W ADED E WT4 THREADED ENDS . CURB OR 127 BEHIND BACK OF 2 BRASS NIPPLE.- e' LONG ° a e 0 ® J .0e2' IRON PIPE THREAD CORPORATION STOP O TH zQ TWO -PIECE CAST IRON VALVE BOX WITH LUG TINE GUY :1 JOINT M. Y Q W at VALVE DETAIL .�fss NASL t x EXIE14SION AS REQUIRED (SEE BOG OFMO /PAGE Q ry EXPIRES 04/23/07,; MAX M IN 2* n_ LJJ RAISED AB STIMPSN PAVEMENT MARK 84UE. TYPE 80 CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North —. Issaquah, Washington 98027 (425) 392 -8055 FAX (425) 392 -010!? Y v g � 4.W N M INOI 8 a 01© ,4 6" BUILDING SEWER PIPE i THE WITH e" SIDE OUTLET � w °o a 6" SIDE SEWER AND BUILDING SEWER PRGPERttUNE O" FUTURE BUILDING SEWER 2'k 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANTS STENCIL. ON SIDE WORDING "SEWER" WTH 3" HIGH BUCK LETTERS. AND /6 WERE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING. MAIN. PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER MAINS ARE TO BE CORE DRILLED. VITRIFIED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE SECTIONED IN. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. I ' MIX a° CONCRETE } BLOCKING �PMYN. ryy fi °. SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING. ANGLE QE_ML AT MAIN OVER ELEVATION u W. O C) HH� NOTE: �-H UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE FE•4 W AMINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER rN THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. Q F4 a 10 T Ew1Ye nPK ay AG Pig µp WIMMU FD mleviv Y QAMD M9 YWANDI N QQ YAWIIW (MM %IWtlNY fJ1Ai ro oocYP° NOT gfFED w FtET x SW 1/4 OF SECTION'S, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LAKE PARK TOWNHOMES PIPE MATERIAL AS SPECIFIE BY THE ENGINEER SECTION 8 -8 ro T IRON RING AND COVER NOTFR. 1. 6' CLEANOUT RING AND COYER SHALL BE EAST JORDAN IRON WORKS. INC. STANDARD SIDE SEWER INSTALLATION Z, No. 3675, CLEAN OUT SMALL BE A WATER TIGHT ASSEMBLY: W UNIMPROVED AREAS POUR A 1'-0' THI,K, 2' -Q' SQUARE (SEWER MAIN TO PROPERTY LINE) CGNOTEM CLASS MOO. PAD AROUND THE RING AND GAYER, 3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RIMS AND ADOPTED COVER AS REQUIRED BY STANDARD DETAIL DRAWNO BR36. CITY OF R6NION ♦ w ""�•�- 9TANIIAIro PTAN6 LET DATE: 04/04 lµ.0 ReM led note& JDH 10/lijae Add tl `L �� DWG NAME' B07B SP PAGEDWG NAME: B07B SP PAGE'BC (DATE I REVISION �8Y-1I REVISION HOLE FOR ©. ® ® f4 caxL9YRY o ® 5 ® O PERIMETERS OF MINIMUM CLEARANCES gV' t e w x TO BE PANTED ON FLOOR IN WHITE OUTMEL BLAC LETTERS TO INCH 'DO NOT BLOCK ACCESS'' Mfr z L B ( MG 9' 2' GRADE x 36' MIN COVER -1/2• NEW DUCTILE IRON WATERMA N PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 6 INCH CLEANOUT. ADOPTED CIOCITY A R6 LAN LETS DARD PLANS LY[ DALE: 04/04 DWG.. NAME:. 8076 SP IN UNIMPROVED RIGHT O'� 7 WAY :INSTALL METER BOX AT 0 �• PROPERTY ONE MEN 12' P✓IS11C, ecF SERIES. 1730 -16 WITH Z' THICK. BOOTIE LONG COPPER TAILPIECE 6' MECHANICAL n I SIDEWALK 1" CLOSE NIPPLE ANAL STANDARD TNRE� T" UNION if.E THREADS 40TH A 57'41( IOUCHRfAO WATER 1" MPPIE METER TO BE 12• SUPPLIED er THE \TS OU PAINT 9 _, Y=_ M}6Df QY ACRYLIC GLCS�, SAfffl' _T TYPE •N' SOFT COPP�l TURING G. PIPE -FORD C23 -44 OR EQUAL;. 2 RETRUENT GATE YALbE. ADED E WT4 THREADED ENDS . CURB OR 127 BEHIND BACK OF 2 BRASS NIPPLE.- e' LONG ° a e (MIPT X MIPT) a °III; o ° .0e2' IRON PIPE THREAD CORPORATION STOP O TH 90' 89M FOR COPPETL FORD TYPE MODO PACK TWO -PIECE CAST IRON VALVE BOX WITH LUG TINE GUY :1 JOINT M. POST EQUAL TO OLYMPIC FOUNDRY CO. STANDARD I $ C INDICATOR at VALVE DETAIL .�fss NASL t x EXIE14SION AS REQUIRED (SEE BOG OFMO /PAGE EXPIRES 04/23/07,; MAX M IN 2* N.T.S. RAISED AB STIMPSN PAVEMENT MARK 84UE. TYPE 80 CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North —. Issaquah, Washington 98027 (425) 392 -8055 FAX (425) 392 -010!? v g � 4.W � M INOI 8 01© gDGVA MUST BE INSTALED IM NEOIA)ELY AFRT. PIPE PFTIEIRATON THROUGH BUILDING FLOCK 6LAO � ROOM IN BIT DDCVA IS LOCATED SHAW A. HAVE FLOOR DRAM GORKEGTED TO ME SANITARY SEWER SYSTEM. TAPE U. NAVE A HEADING SYSTEM (4C F MIN. TEMP :) NO HEAT 6 pp G NOT BE USED FOR STORAGE AROUND THE BO VA R . Li 12 D. HAVE CLEARLY DELINEATED ACCESS WAYS TO ODCVA AND PIVS. C 3 A RIGHT-pF -ENTRY AGREEMUNT MUST BE GRANTED TO THE o CITY OF IZENIGER FOt INSPECTION OF THE DDCVA Of AND METER. 71 7, d SEPARATE FIRE SPRINKU R PLANS INCLUDING INSTALLATION OF DDCVA O_ E=VOESU8B�TME REtlTON FIRE PREVENTION DEPARTMENT FOR , A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. N in I V Q p N ^ N W W P GO U' U• � m sy rer i- MAIN ONE TEE (NJ x FL) WTH CONCRETE BLOCKING (WATER MAR LOCATED IN EASEMETT PRIVATE PROPERTY TO FLAN NOT DE MORE THAN 50 FEED 70 HUIIDINO) 2- BRANCH VALVE (FL x M,) NTH VALVE 60X AND COVER 3- CLASS 52 DUCTILE IRON. PIPE INCH MINIMUM) SHAW. BE RESTRAINED MITI SHACKLE RDUS ALL PIPE AND FITTINGS O FINISH FLOOR LEVEL U STANDARDS, AND CONCRETE THRUST BLOCKS PER EIFIA AND 4- VALVE WIN TAMPER CH POST-IBENDS ELEVATION NEW OF DDCVA (2 DUCTILE RE 5- 2 -90' BENDS (FL . FL) WIN FLANGED. DUCTILE INGN PIPE SPOOL WIN I- 0- 18' LONG; SPOOL (FL . PE) Z W 7- FLANGE CWPUNO 8- APPROVED. ADAPTOR 60CVA ON MAW LINE IN HORIZONTAL POSITION ONLY. ADJUSTABLE STEEL PIPE SUPPORT, W CL PER LATEST DEPT. OF HEALTH APPROVED UST OF BACKFLOW PREVETTI DEVICES) STANCHIONS BOLTED TO FLOOR, W BOrRIN OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND I- 0 NOT NICKER TNAN 3 FEET MAXIMUM INSTALL 3 CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT CO URNS UNDER DOGVA r Z e- OS A Y VALVES TO BE RESUENT SEATED WI! TAMPER SMTCHES. D, O ' ADD TIMING W AOCOBbA dE MIT L & I v 10- METERED 3/4 NOR BY -PASS DCVA - DY -PASS METER SHALL BE A 3/+ INCH J G, w OU SENSES -ECR• SR POSITIVE DISPLACEMENT METER EQUIPPED WIN A REMOTE w r W READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BURDING WAU_ 91 SWING TYPE GRAMTY GHECK VALVE, FLAN(£ WIN BALL DRIP IN VAULT OR OUTSIDE MMOING w 12- 4x e It W OULL. ELBOW, THREADS - 13- UL LISTED FIRE DEPT. CONNECTION, UL USTED OREM AWAY CAPS, LOCATE WOMEN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. INSIDE BU__,_ INSTAL FOR v a, F AFTER FIELD INSTALLATION, MAIN ODGVA AND BY -PASS BOVA MUST BE TESTED 3 TNCJ; AND LARCrER IWI�ITION w w w SATSFACTORTLY BY A DEPARTMENT OF HEALTH CERTIFlS BACKFIOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF MENTION. WATER UTIUTILITY I DETECTOR DOUBLE CHECK V I VE ASSEMBLY Q_ a ENGINEERING DEPARTMENT PRIOR TO ACTVATON OF NEW ONE. INSTALL BRASS PLUGS AT ALL. TEST COCKS W W J H W W Z GUY OP REN'[ON a' a' ,-, 4 DAVID FKARS TIM W /04 DATE: L41' A104 ".m i uW Auuu DWG. NAME: 8717 SP PAGE; 8117 MG 9' 2' GRADE x 36' MIN COVER -1/2• NEW DUCTILE IRON WATERMA N PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 6 INCH CLEANOUT. ADOPTED CIOCITY A R6 LAN LETS DARD PLANS LY[ DALE: 04/04 DWG.. NAME:. 8076 SP IN UNIMPROVED RIGHT O'� 7 WAY :INSTALL METER BOX AT 0 �• PROPERTY ONE MEN 12' P✓IS11C, ecF SERIES. 1730 -16 WITH Z' THICK. BOOTIE LONG COPPER TAILPIECE 6' MECHANICAL n I SIDEWALK 1" CLOSE NIPPLE ANAL STANDARD TNRE� T" UNION if.E THREADS 40TH A 57'41( IOUCHRfAO WATER 1" MPPIE METER TO BE 12• SUPPLIED er THE \TS OU PAINT 9 _, Y=_ M}6Df QY ACRYLIC GLCS�, SAfffl' _T TYPE •N' SOFT COPP�l TURING SERVICL UNL IU Melee. YB1172- 15W- 44 -33G, OR MaDONAiD BRASS: 21- 215WC0013, OR MUELLER: 3/4-8- 2470 -2 WIN ARGUE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP, FORD TAPERED THREAD COPTrtRSET1ER FdN 1'. METER: FORD VT H72- 15W- 44 -44G, OR (CO). QUICK. JOINT MOCONALD BRASS: 21- 415W00044, OR MUEU.Efs 1 -8- 2470 -2 (3/4' FJGBD -3-G) OR AY MCDONALD 47010 BOTH INLET ANO OUTLET WIN PACK JOINT WITH GRIPPER. (1' FIDOD -4-0) OR AY MCDONAI.D 47010 PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK -JOINT HTTNGS STALL BE WIN QUICK QUINT NOTE: ALL METER BOXES INSTALLED WT9N CONCRETE OR PAYED DRIVEWAYS SHALL BE CAST -IRON EQUAL TO OLYMPIC FOUNDARY EXPANSION MWTS MUSH BE INSTALLED ON 8011it SOES OF METER BOX. A _ " " TRILL 1 -5/8' DIA. HOLE FOR AMR AUTOMATIC METER READ) TOUCHREAD DEVICE 2 1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT UD NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST T' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN CIE RIB. 2" BEEHIVE STRAINER -. CUT OPENING AS REQUIRED, AFTER INSTALLATION, GROUT AROUND PIPE. 7x I" TEE. 1" CLOSE — ILE BETWEEN.. TEE & BEND I" 90' EMOV 2 "- GALVANIZED IRON PIPE ie" LUNG - 6". 12".11 2" OPEN PATTERN, RETURN BEND - 180' 2" GALVANIZED IRON PIPE HELD LOCATE { l 7 17 "X30" PLASTIC METER. BOX EQUAL. TO MID .STATES 0 MAX P✓IS11C, ecF SERIES. 1730 -16 WITH Z' THICK. BOOTIE /f 6' MECHANICAL IRON DIAMOND PLATE M'x31" MSCOO 173OR I I 1" CLOSE NIPPLE ANAL STANDARD TNRE� T" UNION if.E THREADS 40TH A 57'41( i" BRONZE GATE VALVE. SCREW. EQUAL 1" MPPIE I/A STANEess TO RED -WHITE VALVE CORP. FIG NO.280 UNION :. \TS OU PAINT 9 _, Y=_ M}6Df - ACRYLIC GLCS�, SAfffl' _T OR COUPUNG.COPPER TO MALE IRON IsWft ok AS.' : G. PIPE -FORD C23 -44 OR EQUAL;. 2 RETRUENT GATE YALbE. ADED E WT4 THREADED ENDS . CURB OR 127 BEHIND BACK OF 2 BRASS NIPPLE.- e' LONG ° a e (MIPT X MIPT) a °III; o ° .0e2' IRON PIPE THREAD CORPORATION STOP O TH 90' 89M FOR COPPETL FORD TYPE MODO PACK TWO -PIECE CAST IRON VALVE BOX WITH LUG TINE GUY :1 JOINT M. i" G VANLZED IRON PIPE TD FIT 2" CAP 'MOH 1/8' 1" W. ELBOW BOUCLE STRAP SERMCE CLAMP NTH HOLE FOR DRAIN, . 2" IPS TAP TO FIT EQUAL TO'MEULLER CO- I" TYPE 'X' SOFT COPPER TUBING 2'x1" BRASS SUSHINO ZZ 1° WMBINATK)NNR RELEASE & VACUUM VALVE. 3GNEWfb. APCO N0. 743C OR EQUAL. .IS�IIMD GRAVEN PASSING 1-1/2" AND RETAINS ON 1/4" MESH FOR DRAIN AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE AHIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE ARE - VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS BEHIND CURB OR SIDEWALK. FLUOR MIN FlMSH (TYPIGIL) UNION (TYPICAL) '_ -1e TO QTY METER 1 AIR & VACUUM RELEASE VALVE ASSEMBLY ADOPTED aTe aF RR2TTTDa ♦� 4 4nAtmARD PcANs taT npxa: as/Da DWG: NAME: 8094 SP PAGE: 8094 FOR 3/4' TO 2' DCVO, USE FOGTITE CONCRETE METER BOX N0. IT (17'x20') MI 3/6' STEEL COYER PLATE METER BOX SHMl SE DOUBLE STACKED. FOR 2 -1/2' TO 3" DCVO USE UTUTY VAULT CO. MODEL 25TA OR EQUAL 30' WN. METER 1ESIING & APPROVAL. PING ALL TEST COCKS WTH GRASS PINGS, TO PRIVATE SYSTEM 16' . Er x 4T 1 MINIMUM CONCRETE BLOCK UNDER HYDRANT CUT /EL ALL GROUND MIN 3' RADIUS. 4-875T x 5" STORZ L7/8' MINUS GRAVEL 12' MINMUM Sm336106 BELOW GROUND INSTALLATION. FOR 3./4" TO,3° D CHECK VALVE ASSEMBLIES NOTE: , AFTER FIELD TIED BA TON, AS MUST BE TESTED TEST SATISFACTORILY M ST A DEPARTMENT OF •'I�hI �I�1 HEALTH RENTON WATER UTILITY ITY ASSEMBLY RING P TEST REPORT MUST BE W LINE TO qN OF RENTON WATER UTUtt ENGINEERING PRIOR TO ACTVp14pN OF NEW UNE 0 F DOUBLE .CHECK VALVE ASSEMBLY ADOPTED CRY OF RFNHDH 9TANDARp PAW S L DAM 04/04 MSS. REVISION �RRN DWG. NAME:. 8101 SP PAGE:1310 TESTING DETML se FT 2. NO SIZE ON AT LEAST J. NO WET Tim 4. WET -TAPPIN DONE BY S WESTERN U 3/4" & I" WATER SERVICE s. CONTRACTIl ICAL ADOPTED LAYNGG THE CITY OF BOSTON ALIGNMENT J� ♦ 6. CITY FORCE. J• gy;.V4DAt0 MUM LINE TO TH USF WEB :IM/04 DWG. NAME: 8106 SP PAGE 8106 O EW D.L W. OJ. wAtER UIRi e lob VERTICAL CROGE ON TO FOR N 2'lr A AFTER ALL GLEANING DT POLEMIC, PRESSURE RESTING 1 -BUND fEANa ON TOP MiH 2' TAP AND 2' PLUG'- AND C RR ECRON, REMOVE N Dsh SU BLOCK & TO. OFF TM 1_eLIND FLANGE 2` BOTTOM AND CORRECT CI VALVE WON 0.1: SLEEVE (M.) & DA. SPOOLS 1-PLUC(MJ) MTH 2'tAP & 2' BLOW -OFF RIVAL C(NNECTON BY CITY FQRCES. �. TEMPORARY BLOCK S SHALL RE MADE OF CAST MGM. DUCTILE MOO KR � 11E0 STEEL SOLTS AND NUTS SHAL BE CDR -TEN. ALL - VALVES SHALL BE WATER TESTED BEFORE TAP SIZE TAPS ON CAST -IRON WATER UNE3. TOP SHALL BE CONNECTOR FROM THE WATER SLEEVE AND 0.1. 'FOOL - WATER CONNECTION. DETAIL WET TAP MUSTING WATER MAIN nwCITY UP BORON aft ffiANDARD PLANS CONCRETE BLOCKING I MAIN LINE lEE WIN O'' FLANGE SIDE OUTET: GATE VALVE (FL X NJ) AWWA 0-500, RESILIENT SEAT'.. DUCTLE IRON PIPE. CLASS 52 CEMENT UNED, LE)!@TF,( R'r i -3 /e COR- TENSTiL TIE RODS SEE STD 60NI. EOR; R I WASHED DRAIN ROCK (3'TO 3/6'). MIN. TOOT FLANGE. PLACE Q MET, ENE FILM. AROUND TOP AND SIDES OF PANT ASSEMBLY LEVEL ALL GROUND MIN N RADIUS DOE MAN ROCK , B FILL'-" I FILL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED CIR or lilIN'roN ` 4 DA PIANB LITT M' I8T DAM' N104 BY PR. DWG_ NAME: 8102 SP PAGE: BI C2 'OPEEp TARGET PLATE 7 `OBEY -TYPE EQUAL. TO IOW F -5110 OR AS GLOW - M4DAUQNI M 4 i IT;% MUELLER 4D WATEROUS PACES *I" 6' MECHANICAL -1 /4' MAIN VALVE 4 1101) $ =1/2' ANAL STANDARD TNRE� "PUMPER if.E THREADS 40TH A 57'41( AbAPTOR, 5' STORZ ATTACH@ A,`� I/A STANEess TAGON OPEINATINC NUT:.flF HYDRANT TO \TS OU PAINT 9 _, Y=_ M}6Df j)? ESERVATVE. . ACRYLIC GLCS�, SAfffl' _T OR t CONNECTION TO'L`A IsWft ok AS.' : DEPARTMENT. FIRE H T ci TENSION TO - 8x TO 20` BEHIND BACK OF �P Wf se/ 0 . CURB OR 127 BEHIND BACK OF NEW THRUST BLOCK 3000 PSI 0 28 DAYS THAT IS ADJACENT TO .9c o �' CUBBALK TWO -PIECE CAST IRON VALVE BOX WITH LUG TINE GUY :1 POST EQUAL TO OLYMPIC FOUNDRY CO. STANDARD I $ C INDICATOR 175" 5" STORZ WIN REGULAR BASE SECTION TOM TO FIT. VALVE 11L VALVE DETAIL .�fss NASL t x EXIE14SION AS REQUIRED (SEE BOG OFMO /PAGE EXPIRES 04/23/07,; MAX M IN 2* N.T.S. RAISED AB STIMPSN PAVEMENT MARK 84UE. TYPE 80 16' . Er x 4T 1 MINIMUM CONCRETE BLOCK UNDER HYDRANT CUT /EL ALL GROUND MIN 3' RADIUS. 4-875T x 5" STORZ L7/8' MINUS GRAVEL 12' MINMUM Sm336106 BELOW GROUND INSTALLATION. FOR 3./4" TO,3° D CHECK VALVE ASSEMBLIES NOTE: , AFTER FIELD TIED BA TON, AS MUST BE TESTED TEST SATISFACTORILY M ST A DEPARTMENT OF •'I�hI �I�1 HEALTH RENTON WATER UTILITY ITY ASSEMBLY RING P TEST REPORT MUST BE W LINE TO qN OF RENTON WATER UTUtt ENGINEERING PRIOR TO ACTVp14pN OF NEW UNE 0 F DOUBLE .CHECK VALVE ASSEMBLY ADOPTED CRY OF RFNHDH 9TANDARp PAW S L DAM 04/04 MSS. REVISION �RRN DWG. NAME:. 8101 SP PAGE:1310 TESTING DETML se FT 2. NO SIZE ON AT LEAST J. NO WET Tim 4. WET -TAPPIN DONE BY S WESTERN U 3/4" & I" WATER SERVICE s. CONTRACTIl ICAL ADOPTED LAYNGG THE CITY OF BOSTON ALIGNMENT J� ♦ 6. CITY FORCE. J• gy;.V4DAt0 MUM LINE TO TH USF WEB :IM/04 DWG. NAME: 8106 SP PAGE 8106 O EW D.L W. OJ. wAtER UIRi e lob VERTICAL CROGE ON TO FOR N 2'lr A AFTER ALL GLEANING DT POLEMIC, PRESSURE RESTING 1 -BUND fEANa ON TOP MiH 2' TAP AND 2' PLUG'- AND C RR ECRON, REMOVE N Dsh SU BLOCK & TO. OFF TM 1_eLIND FLANGE 2` BOTTOM AND CORRECT CI VALVE WON 0.1: SLEEVE (M.) & DA. SPOOLS 1-PLUC(MJ) MTH 2'tAP & 2' BLOW -OFF RIVAL C(NNECTON BY CITY FQRCES. �. TEMPORARY BLOCK S SHALL RE MADE OF CAST MGM. DUCTILE MOO KR � 11E0 STEEL SOLTS AND NUTS SHAL BE CDR -TEN. ALL - VALVES SHALL BE WATER TESTED BEFORE TAP SIZE TAPS ON CAST -IRON WATER UNE3. TOP SHALL BE CONNECTOR FROM THE WATER SLEEVE AND 0.1. 'FOOL - WATER CONNECTION. DETAIL WET TAP MUSTING WATER MAIN nwCITY UP BORON aft ffiANDARD PLANS CONCRETE BLOCKING I MAIN LINE lEE WIN O'' FLANGE SIDE OUTET: GATE VALVE (FL X NJ) AWWA 0-500, RESILIENT SEAT'.. DUCTLE IRON PIPE. CLASS 52 CEMENT UNED, LE)!@TF,( R'r i -3 /e COR- TENSTiL TIE RODS SEE STD 60NI. EOR; R I WASHED DRAIN ROCK (3'TO 3/6'). MIN. TOOT FLANGE. PLACE Q MET, ENE FILM. AROUND TOP AND SIDES OF PANT ASSEMBLY LEVEL ALL GROUND MIN N RADIUS DOE MAN ROCK , B FILL'-" I FILL FIRE HYDRANT ASSEMBLY DETAIL ADOPTED CIR or lilIN'roN ` 4 DA PIANB LITT M' I8T DAM' N104 BY PR. DWG_ NAME: 8102 SP PAGE: BI C2 'OPEEp TARGET PLATE CITY OF RENTON 7 7 r 10 NEW VALVE (PL) 1V3o1ZOO ; Comments: I Da( r UNDISTURBED SUBGRADE �P Wf se/ 0 1 NEW THRUST BLOCK 3000 PSI 0 28 DAYS ti .9c o �' POST INDICATOR �0 9 38824 0 VALVE DETAIL .�fss NASL t EXPIRES 04/23/07,; N.T.S. CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North —. Issaquah, Washington 98027 (425) 392 -8055 FAX (425) 392 -010!? Copyright © 1999 Concept Engineering, Inc. All rights reserved. CITY OF RENTON 7 7 r Do(- Doi Erin Comments: I Da( r DAM' 04/04 '. DWG„ N7TALE,RK7 SP W •33b1D2 �._� �, tJ'33b101p 5- 35W02 -(%#N) BCANNEO AN2220,W s- 336 /o��s��•4� ' _ _ __