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HomeMy WebLinkAboutzS-3063SetNo� -w r I L-1 z 0 ;-j Q LAJ 77 z jr z ar ar UJI 0 - Z` Ohs j C �rl E C2.0 `ESC PLAN it Z 0 0 r C3.1 6, E 5`4 < LLJ ;:,- < c) 0 C4.2 z < C5.0 Z C5.1 Uj C5.2 C: I L-1 z 0 ;-j Q LAJ 77 z jr z ar ar UJI 0 - Z` Ohs j IN C �rl E C2.0 `ESC PLAN it Z 0 0 r C3.1 6, E 5`4 SITE UTILITIES PLAN LLJ < C4.2 M C5.0 PAVING PLAN & HORIZONTAL CONTROL C5.1 Uj C5.2 C: ,.,mmemi 0-sel "31 r, TELEPHONE LINE E GAS LINE Q; IN E �rl E C2.0 `ESC PLAN it Z 0 0 SITE DRAINAGE & GRADING PLAN C3.1 DRAINAGE DETAILS IN R �rl DEII TRON PLAN C2.0 `ESC PLAN it Z 0 0 SITE DRAINAGE & GRADING PLAN C3.1 DRAINAGE DETAILS 5`4 SITE UTILITIES PLAN LLJ SITE UTILFY DETAILS & SEWER PROS LE IN R �rl DEII TRON PLAN C2.0 `ESC PLAN it Z 0 0 SITE DRAINAGE & GRADING PLAN C3.1 DRAINAGE DETAILS C4.0 SITE UTILITIES PLAN LLJ SITE UTILFY DETAILS & SEWER PROS LE C4.2 M C5.0 PAVING PLAN & HORIZONTAL CONTROL C5.1 Uj C5.2 PAVING DETAILS POWER _p TELEPHONE LINE LLJ GAS LINE _G- FOOTING DRAIN FT S TIORM CB W/PROTECTION Cn WATEP METER /VALVE/FH-;._, STORM C B M H SANITARY SEWER MH/CO I M GAS VALVE/METER kA 13 Uj IL af M Ln an M I 1� t..- I '- 7,-',*'i �­, - I - - SEC tT, T 23 It RM 5 E W.M. -- - - ti lid It -Y us 1w -woom . ............. '-MWANft PROTE17 14114o, C L P13frER 0 0 Uj C40 Low CONNECT TO SS. j.p. SMITH MODEL #2240 _ _. j WYE 1NT 6* SS 10 IDDROVED EQUAL IE=47.11 jl NEW' CONCESSION p BU!, DING M=51 25 I z/ DriiCD AKIn 4" WATER .1-0 PROVIDE 0) (2) SHOWER HEADS. =0 SEE III. PLANS 2' VERTICAL CLEARANCE IE_ (2) SHOWER HEADS. -49.08 GRADE 90WEEN TOP' OF PIPE SEE MECHI PLANS SEE MECHI PLANS SM #2-48 A% EIO�TOV OF WALL. _."neemen, RIM=53.0± SHOWER LINE. SEE YECHL QN)NW IE=46.28 6' PLANS FOR PIPE -- ---- !E=45.95 10 OUT SW S17F AND MATERIAL. PURGE TANK f W, SEE AQ PLANS RIM151 5 POOL PIPING 4 CQANECT TO SS POOL PIPING SEE AQ PLANS dk. SMITH MODEL #224051' S EE4.Qpotfs APPROVED EQUAL SEE AQ PLANS FOR 7. CONNECTS IE145.39 U_ F . I I I I . . -0 T") �-X Sq __j POOL INFORMATION. • j- 1, ij lu k;,,�Iuu �10 VO.9% *E I. 10r -45,90 'Ale, 5 LP 6 20 4F 8 C90 464 14 13 LF 6" CN900 ss 0 'ne, tIF=J SS 0 2.0% MAIN A 10-(IN)N 3"EX(OUT)s IE=49.0 ssl __ �. CONNECT PUROL TANK 8" SAN IE=48.00 SEE MECHI PLANS !E=45.56 8.00 OVERFLOW DRAIN Uj SEE MECHI PLANS POOL PIPING. LIMITS Or NEW CHANGING IE=49.40. SEE AQ PLANS. • GAS SERVICE. SEE AO PLANS DISTUR'8ANCE FACILITIII74Z rT=r%1. MECHI 1. 4% .5 ro ROOM ROUTING' OF GAS SERVICE 47 IF 6" C900 SS WE *ECHL PLANS. ®2.0% TO PROJECT SITE TO BE COORDINATED WITH PSE L Uj PLANTfR­­ -E- E E -T _T NEW PAD .-MOW SER TELECOMMUNICATIONS TRANS _F (2) 4 0 tNS -ORMN 8* RACEWAYS. -SEE- ELICI PLANS.— SEE ELEC'L -�PLANS. L DUMPSTER MAIO. rp*p* Aprp'i pimr, 7 117_4:�7:a�7-tgl.,_ I . mot 2" WATER METER PER- 2" IRRIGATION METER PER CITY 9: L INSTALLATION SHALL BE PER OF RENTON STDS AND 2" BACKFLOW CITY OF RENTON UTILITY IRRIGATION DOUBLE CHECK VALVE EE L'SCAPE PLANS/SPECIRCATIONS DEPARTMENT. CONTRACTOR Sr TO PAY FOR ALL CONNECTION PERMITS AND r-L-F S. METER INSTALLATION E.- SEE DETAIL�"2� RETROFIT EX FIRE HYDRANT WITH 5" C4.1 STORZ "QUICK DISCONNECT" F171NG M BACKWASH DSCHARGE PER C!TY OF RENTON `:IRE DEPARTMENT, TO SANITARY SEWER NOT IV EXCEED 750 Gf'fI All qTft% AND SANITARY ARNM PPW. TO UR:T f>: FEWFEKEM FOR A01IFS PROTECiIOW AFEA ZONE I PER RMC 4-3-0506 AND MET WECRICATM ui S.: �j/,14C.A Renton Aquatic Center COUGHLIN PORTERLUNDEEN p, Ceder River Park, Renton, Wa J A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION z I ovrf 417 ow, A046i 6 no A TRUE NORTH 4j PROJECT 4` NORTH SCALE 112=20' 4 9_ f_i �a 2 C, 9 Y - VIA 4'V. k AS S id, 95 716� _3023-4-4A CON-Ar-77: . � I DATUM 40 R t Z ON7 k) NAO 83197. BASIS OF BEARING BEARINGS ARE BASED ON C!TY OF RENTON DATUM. USING CONTROL POINTS - I . #1972 AND 01882 BENCHMARK ELEVATIONS ARE BASED ON CRY, OF RENTON VERTICAL T PONTROj 11 - #,1882 %, L (ELEVATION = 49.20) AND VERIFIED BY CITY OF RENTON CONTROL POINT #1972 (�7 ATION = 48 091 "lD . . P RETROFIT EX FIRE HYDRANT WITH 5 117 FINE STREET - SUITE 300 P1. 206/343-0460 I V SJ- UYILITIES T ro' FITTING SEATTLE, WA 98 101 F: 206/343-5691 -.>, - I -'ER CII`Y OF RENTON FIRE DEPART6T��116 vts-�;, 6 L XPIRFI-, 9 2 1, 11 I w If #p SHEET Call before you Dig, 1-800-424-5555 OWNER ^,'rY OF :ENTON -OfjyjII S;7R"0C.nz fDA1Rj(,r,-- 5 So, T;, 11 Rk)y A Ay REN"IN *A 980155 .'4256 430 -6500 'WAC.- ENGINEER C.OLCGHLIN PORTER LUNDIHN 217 PINE STREF N �, ;: , 3000 SEATTILE, WA 981 01 (206) 343-0460 CONTACT: S VE PORT= R SHEET INDEX A.0 COVER SHEET C 1.0 DEII TRON PLAN C2.0 `ESC PLAN C2.1 TESC DETAILS C3.0 SITE DRAINAGE & GRADING PLAN C3.1 DRAINAGE DETAILS C4.0 SITE UTILITIES PLAN C4.1 SITE UTILFY DETAILS & SEWER PROS LE C4.2 SITE UTILITY DETAILS C5.0 PAVING PLAN & HORIZONTAL CONTROL C5.1 PAVING DETAILS C5.2 PAVING DETAILS LEGEND EXISTING REMOVE PROPOSED ASPHALT PAVING ­7 CONCRETE PAVING BUILDINGS RIP RAP CONSTRUCTION ENTRANCE SAWCUT LINE CONSTRUCTION LIMITS SITE FEN(CE SILT FENCE CURBING TREE W/PROTECTION CONTOUR (INDEX) or, CONTOUR WATER LINE ------ SANITARY SEWER LINE STORM DRAINAGE LINE--- . TRENCH DRAIN POWER _p TELEPHONE LINE T- GAS LINE _G- FOOTING DRAIN FT S TIORM CB W/PROTECTION WATEP METER /VALVE/FH-;._, STORM C B M H SANITARY SEWER MH/CO • GAS VALVE/METER kA 13 STREET LIGHT ASSEMBLY T[L[PHONE R!SER/MH • O C4.0 4 e. eto 0 �C3 9� P n 9 ;c a, i Z 6 i i - - M r zr Go Ic Table 2- '1-,* 2 'Re spade lwe* twi fw S and mdt 31 bs * t- <_ y r <' �. z< � C z � d .. CC mss: �e _� of cre+.e req:are� to h!artzoMd bends, tees, Inc i ;c a, i MoxTrr MI Heght of the Thrust BNodc m feet "I :- „. Dc = Depth of the Concrete Thrust Block to Bearing Surface in Feet IM a re Lm = Maximum Length of the Thrust Block in Feet J GROUND SUFACE = m, Fes- 's h � d 0QI�_2T _ BI`OCK BASE Z 6= �-D J � a>; c D. CALCULATION EQUATIONS Thrust (in Pounds T 0 1= 1. Area of Concrete (A) _ _ to - gel Safe Bearing Load (in Pounds /Sq. Ft«) SBL 44oxim11m Hai ht f Th t Block (H ) - Depth of Trench in Feet h Thrust at Fdbngs Tin Pounds Size ` Pressure T� gQ 4S 22-1/20 Dead Ends Bend B� Bend Bend 3' 300 2,120 3,000 1,63+0 830 430 4' 300 3,780 5,370 2,910 1,470 750 6' 300 8,500 12,000 6,510 3,320 1,700 8' 300 15,100 21,360 1 ' 1550 5,880 3,020 10' 275 21,620 30,570 16,540 8,430 4,330 12' 250 33,930 48,000 25,950 13,260 6,780 14' 250 46,200 65,370 35,340 18,030 9,240 16' 225 45,250 64,000 34,620 17,650 9,050 18' 200 50,900 72,000 38,940 19,860 10,180 20' 200 62,640 88,900 48,080 24,520 12,560 24' 200 90,480 127,980 69,200 35,320 18,100 30' 200 141,370 199,960 108,150 55,140 28,280 36' 200 203,580 287,950 155,740 79,400 40,720 a ° 49 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS 45 BEND ARE INSTALIO. TEE 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. MAX. PIPE SIZE 21' I.D. 5. ALL JOINTS SHALL BE GROUTED. ,. LADDER -STD. ALUMINUM 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR OR GALVANIZED STEEL SURFACES, INCLUDING CHANNELING, COATED (SEALED) I WITH A HIGH SOLIDS URETHANE COATING; SHELF WASSER MC- CONSEAL OR APPROVED EQUAL; MORTAR COLOR OF COATING SHALL BE WHITE. FILLET 9 0 BEND 7. RUBBER GASKETED JOINT'S SHALL BE IN CONFORMANCE ° I ° PRECAST BASE SECTION ASTM C -443. 11 1 /4 1 g OR CAST IN SHELF. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE n o o rus m - 2 = TABLE 2 1 - DIAMETER OF THE LARGEST PIPE- 00 0 (Width of Trench in Feet - BEARING LOADS IN LB. SQ. FT. FIGURE 1 ^�� 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK 44 0 3. Dept, of Concrete Thr.usi Block _ {Outside Diameter of Pipe mFeet) - W-d / MIN , , , ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL Y .� 2 - 2 THE SAFE BEARING LOADS GIVEN IN THE FOLLOWING TABLE ARE FOR 0 4. Maximum Length of Thrust Block (Lm) = Area of Concrete = A HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE 4 1 E..,, Q Maximum Heights EXCEEDS 2 FEET. NOTE: FOR CONVEX VERTICAL BENDS BLOCKING 6 MIN. Tvp) - 5. Required Amount of Concrete Yd. = Height x x 7 4 SEE APWA STANDARD PLAN NO. 73. -�' w eq (Cu. ( ) Depth Length) x 0,03 0 SAFE BEARING LOAD _ x Lm x Dc) x 0.037704 � ci SOIL L9. PER SO. FT. �--� L E. EXAMP ANITMY MANHOLE TYPICAL DETAIL �' C *MUCK, PEAT, ETC. 0 NOT TO SCALE City+ of Renton Std Detail BR28 2. Problem: � SOFT CLAY 1,000 � TypicW NW = W Calculation of the amount of concrete required to block a 90' bend in an 8' SAND 2,000 M E C.I. water main; the normal operating pressure in the pipe will be 65 psi and the soil SAND AND GRAVEL 3,000 v>N condition in the area indicates sand and gravel. SAND AND GRAVEL CEMENTED WITH CLAY 4,000 •� v 2. Solution: HARD SHALE 10,000 :.................. .....:.......................:. , ..................... ; .... - .................. ; .......................:.. , ....................................................................:.................. .....:.......................:. - .....................................................................:................ .......:....................... ; ••e I C p� ° Maximum testing pressure (See Table 1) = 300 psi. = 0.75 ft. *IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR - Outside diameter of 8" pipe = 9.05 in. = 9.05 /12 TIE RODS TO SOLID FOUNDATIONS OR BY REMOVAL OF MUCK - Go to Table 1: The testing pressure of 300 psi, we see OR PEAT AND REPLACEMENT WITH BALLAST OF SUFFICIENT NTS g that the thrust on a 99 bend is 21,360 pounds. STABILITY TO RESIST THRUSTS. Rlrw Bloc Table ........... :.......................:.......................:.......................:............... ........:...................... :........ 55 ... ...................................................................................................... ............................... . r- BOULDER WALL FINISH GRADE . r- IN UNIMPROVED RIGHT- OF -WA`' z EXISTING GRACE - - CONIC PAVING CAUTION: VALVE BOX SHOULD NOT REST , N PIPE. INSTALL METER BOX; AT '\ - - - - - - - - - - - - -. MpA 1 ! i �i . �.��^t l•..c. \. . / 1 •`l. �.i :b w.�.+.. .n .,' i LATER CJ C 1 ON !N ARLA OF VALVE BOX COULD � ;,� �.•: :��•; . �•: ..�.; , .�� : .�,�. p �., tip.. �•:� �,. ..................... CAUSE THE BREAKAGE OF THE SERVICE. \ a- 1111;. W Q 11% -Ex sK SS will o �. 2" BRASS JIPPLE 0 1.11 X 61 LF 6" C900 SS 1 2 LF 6" C900 SSA " - (MIPT X MIPT 1 9 EC O EX 6 I• ARY ` 5 STA 3 +74j TO GRADE CONN T T SAN'T 0 MIN. .........,...... ... ............................ ........ :........................ .. ..........:... ...................:........... .... ...................:........... ............:...............SIR .s R,.��= 4$�29.f. ; ... a 14" MAX. I PIP 6 SHOWER' itAl' tE =47:5 ...................... 1 -- - - POOL P(J�IP LNG N' - - I CAST IRON OR r 3 -0 COVER (TYP) CONNECTION CONTRACTOR TO CONFIRM z I �� -- v - 9 36" MIN. DUCTILE IRON CONCRETE BLOCKS SEE AQ :PLANS IE PRIOR TO CONSTRUCTION. IN WATERMAIN. > COVER EA EXPOSED F R RVI L VE " 0 SE CE FROM EXISTING �-� ' 2 WATERMAINS INSTALL 2' FOR :......................:.... . .............. ............... , .. , .:.......................: , ...... .......:............. ..........:.................... :.......... -4 r . , . MIN F202 STYLE SADDEL FIPT 3 3 +50 4 +00 4+ 50 ............................. ............................... . .................................. ............................... . ) 5 +00 ''''� ';' ; • •' �':';' .�' t .,..�._, BY PASS NOT NEFnEn 0 0 : ...ti.. : ,.... r ° FOR IRRIGATION METE. ...... ....................................................................................... ............................... E t S ALTERNATE CONNECTION DETALj, ° '� ,•:'';.' 'r'.' FOR EXISTING MAINS D6 -77 55 Q/ `- CRUSHED ROCK BASE :.......................:.......................:...............................................:.......................:...................... :.............................. ...........;....... :..................,........... ........................,..... :...,...................;................. ......;.......................: W 8 TO SUPPORT VAULT. EX PAVING FINISH R SEAT WALL S GRADE CURB AND GUTTER CONC PAVING :EXISTING GRADE o » �,. MATERIAL LIST FOR 1 -1 Z2 SERVICE• METER LOCATED IN PLANTING STRIP BETWEEN CUB AND SIDEWA MATERIAL LIST F 2 �-'` '` �-~ �; .•-- .T. , . - OR SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CUR &C I W K ........... . .. . SDE AL i.:�:s.l. r:v�. :s:r. ), ! i. m 1. 2 TAPPED TEE. 1 2" TAPPED ED TEE. �.:;.� ;, . ti .1.111 2. 6" LONG X 2" BRASS NIPPLE WITH THREADED ENDS (MIPT). 2. 6" LONG X 2" BRASS NIPPLE WITH THREADED ENDS (MIPT). OF AEWON ( ) 3. 2" DOUBLE DISC GATE VALVE (FULL OPENING FOR TAPPING WITH THREADED ENDS, SQUARE 1"� OPERATING NUT, AND VALVE NUT EXTENSION IF REQUIRED DWG BR46 /PAGE 6090 3. 2" DOUBLE DISC GATE VALVE (FULL OPENING FOR TAPPING) WITH THREADED ENDS, SQUARE OPERATING of (� "� )• NUT, AND VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE 8090). , !03 45 4. TWO PIECE CAST IRON VALVE BOX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, :... • .... .............. • • ...............:...... __�__ LENGTH TO FIT, "LUG" TYPE COVER. 4. TWO PIECE CAST IRON VALVE BCX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, LENGTH �- Ex_a SS 213 LF 1 Q" C900 SS 0 0.9� STA 1+40_/: STN; 1 +70 STA +08 �� " 1- " TO FIT, "LUG" TYPE COVER, chi STA 0 +64 I 6 SHOWER DRAIN 8" SS WYE RIM-_-453.0i " ( ") pN Nom_ 6 SIDE SEWER IE =46.28 6 QN)NW 5. 2 X 1 /2 HEX BRASS BUSHING MIPT X FIPT • 5. 2" BRASS BUSHING MIPT X FIPT , aRIM =50.76 6" SIDE SEWER CONNECTION CONNECTION " 2 EACH 1-1/2" BRASS OR BRONZE NIPPLES s LENGTH, THREADED ENDS. 2 EACH 2" BRASS OR BRONZE NIPPLES 6" LENGTH, TH " REARED ENDS. CONNECTION 2 EACH 1 -1 /2 -90 BRASS OR BRONZE ELBOWS (FIPT X FIPT). IE =44.06 10 "(IN)NW CONNECTION: ( ) IE =45.95 10 OUT SW 6. 1 -1 2" MIPT 2 EACH 2 -90' BRASS OR BRONZE ELBOWS FIPT X FIPT :................... � ......................... , .......... , .:. , ..... ...... , : , ......................:...... , .. , . , ....... ........... , .... , ...:.... , ........ � . / (MIPT) X COMPRESSION FITTING, FORD C34 -66 OR EQUAL. )` IE =43.96 8 EX(OUT)S ... ...................................... ............................... . z 6. 2 (MIPT) X COMPRESSION FITTING, FORD C84 -66 OR EQUAL. 0 +00 0 +50 1 +00 1' +50 2 +00 7. 1 -1 /2" SOFT COPPER TUBING TYPE "K ", LENGTH TO FIT. 7. 2" SOFT COPPER TUBING TYPE "K", LENGTH TO FIT. CITY OF RENTON STD � 8. 1-1/2* PACK -JOINT 90' ELL, FOR FORD L44�- 77 OR EQUAL. DETAIL NO. BR4.2 8. 2" PACK -JOINT 90' ELL, FOR FORD L44 -77 OR EQUAL. �� 2' � �e Water � 9. 1 -1 /2" CUSTOMSETTER WITH BY -PASS FORD VFH 66 -128 X 13 -3/16" OR EQUAL, WITH FLANGED ' " " , 9. 2" CUSTOMSETTER WITH BY -PASS FORD VFH 77 -128 X 17 -3 16" OR EQUAL, Scale: 1 =20 Harz, 1 =5 Vert ANGLE VALVE AND PADLOCK WINGS ON INLET, AND ANGLE CHECK VALVE OUTLET, BALL VALVE ON / WITH FLANGED ANGLE BYPASS WITH PADLOCK WINGS. CUSTOMSETTER SHALL HAVE VERTICAL INLET AND OUTLET. V�-� AND PADLOCK WINGS ON INLET, AND ANGLE CHECK VALVE OUTLET, BALL VALVE ON BYPASS WITH Detai PADLOCK WINGS. CUSTOMSETTER SHALL HAVE VERTICAL INLET AND OUTLET. 3 IVY Sewer Pra�ilee 10• RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY CONTRACTOR. 10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY CONTRACTOR. � C. Renton SHEET 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON PAYMENT OF ALL 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON PAYMENT Q� �° 0 YME T OF ALL RELATED �► J4 - WASI%. Q�►� �, RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND PURITY NESTS. WATER METER FEE AND SATISFACTORY PRESSURE AND PURITY TESTS. COUGHLINPO RTE R LIU h1 d E E hI Cedar River Park, Renton, Wa 12. 17 X28 CONCRETE METER BOX WITH 3/8 STEEL DIAMOND -PLATE COVER EQUAL TO FOG TITS t, 12. 17"X28" CONCRETE METER BOX WITH 3/8" STEEL DIAMOND -PLATE COVER EQUAL TO FOG TITE METER A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION y j METER SEAL CO. N0. 2T, METER BOX SHALL BE DOUBLE STACKED. SEAL CO. NO. 2T. METER BOX SHALL BE DOUBLE STACKED. 1 » " 217 PINE STREET - SUITE 300 206 343 -0460 SITE UTILITY DETAILS 13. 1 -1/2 COUPLING (COMPRESSION X FIPT) WITH 1RESP PLUG (MIPT), FORD 13, 2" COUPLING (COMPRESSION X FIPT) WITH 2" PLUG (MIPT), FORD C -14 -66 OR EQUAL. THE PROPERTY SEATTLE, WA 98101 F: 206 343 -5691 ��`SIT .- z C -14 -66 OR EQUAL. THE PROPERTY OWNER IS RESPONSIBLE FOR OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. t � ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. s�'�1VAL AND SEWER PROFILE EXPIRES 01/23/2004 42 WV 07M 1 Ill Z 6 i i - - M Go Ic Table 2- '1-,* 2 'Re spade lwe* twi fw S and mdt 31 bs * t- - �. _ Gc t0 *9 se 1: a stidicates tie poseim of I1t c13nc ate for !fit 97 Wsd. .. CC mss: �e _� of cre+.e req:are� to h!artzoMd bends, tees, Inc - 3o the ' the D e+tt anld fill of '14) = 4 feet - s nth of the soi« -one ff"iom a owng Ws od trees = 3 see �.e,��..�y, r �Z'�iR.•�"f��JR +V wr�c : I� �sible is ,rcpt } area e F . € � .�RS i✓� may, j� above +_ 1��[If� ti° "�G :�/�f�ir � ,�„ �4��y � ,��e� iCi � ......_ ... - . «_- ._- ..._- ....., ... «. -. - - ........._,.._ _ -__. _._.. M� °,/'.^.R. COVER � � � � �jj ♦�' e feel o# �e !1 gear Lie side 1 Te w "e Sch SEE DROW x929 C"V OF OWED r.._.g -� 0 nth!! 9[+i +r5 'ShQ�li cbNE L - �e X11 bnd sack _ d ?E� _ - .. » • _ o!- A � 4 0".) FAR APPFQVft LAJ 4.._ - \_f[ ,. =1_ -. _..._ 0 < '7{�_��'(�'��'���yy� = 1 =sot Z /�/ ��{y'�,ry /y' /�M,/{y��__�- ,�'(j� y /y y��r �'\ �/�j/���' 6 VY'+ ~• Dan now V Cy- = 2. Height of the thrust must be equal to or less tfion , r2 the depth - bob of Cando %W Mm* (at) 22-1/20 Q W • o > the ground su•foce to the block base. = so o' um 0 Nd (" - mare smaw .f P4 to 3 - US I RUM GASP(ETEri JORM IN � � 3. The thrust block beorir�rg face is a)proxamotdy rectangular. I , -^ _ cy 4. The concrete blocking Shad be as Der AP1NA Specificoticn 74 -2.14. - IQia�isre � sf �t 9iecl< (� _ river if CMe�Y f ACCORDANCE WR ASTM C -443 Q � Z C. t'�1 ►.y� d r,� Z 0 0 d Outside D�a meter of Pipe in Feet T = T hrust in Pounds F' = 1W _ = 336 k 20 - STEPS 3/4' BAR O uJ Z 0 � at the (Table 1 - } - Safe Beormg Loud m Pounds Sq. Ft (Table 2) _ � of ce�.i. = t� = DrN► _ Ohl = a ' - _ (►ft = 4. _ � Y a,a3io� R Ef STEPS SWyI BE IN(OLUDED t -L P NOTES: Wh = Depth of Trench in Feet _ (too = i% = 1.13) = OuOtM � Mt = MfrKlth of Trench in Feet _ s� °+• Y+- COK2ETE RISER 9'1' PIPE INC., 1. STEPS TO BE 3/4 • DEFORMED BAR GALVANIZED SAM A =Area of Concrete rlticari must boor against the Side � the Trench in Sq. Ft. !L.M, - TABLE 1 _ �t 3R�� OR APPROVED EQUAL - - STEPS OR EQUAL. MoxTrr MI Heght of the Thrust BNodc m feet "I :- „. Dc = Depth of the Concrete Thrust Block to Bearing Surface in Feet IM a re Lm = Maximum Length of the Thrust Block in Feet J GROUND SUFACE = m, Fes- 's h � d 0QI�_2T _ BI`OCK BASE Z 6= �-D J � a>; c D. CALCULATION EQUATIONS Thrust (in Pounds T 0 1= 1. Area of Concrete (A) _ _ to - gel Safe Bearing Load (in Pounds /Sq. Ft«) SBL 44oxim11m Hai ht f Th t Block (H ) - Depth of Trench in Feet h Thrust at Fdbngs Tin Pounds Size ` Pressure T� gQ 4S 22-1/20 Dead Ends Bend B� Bend Bend 3' 300 2,120 3,000 1,63+0 830 430 4' 300 3,780 5,370 2,910 1,470 750 6' 300 8,500 12,000 6,510 3,320 1,700 8' 300 15,100 21,360 1 ' 1550 5,880 3,020 10' 275 21,620 30,570 16,540 8,430 4,330 12' 250 33,930 48,000 25,950 13,260 6,780 14' 250 46,200 65,370 35,340 18,030 9,240 16' 225 45,250 64,000 34,620 17,650 9,050 18' 200 50,900 72,000 38,940 19,860 10,180 20' 200 62,640 88,900 48,080 24,520 12,560 24' 200 90,480 127,980 69,200 35,320 18,100 30' 200 141,370 199,960 108,150 55,140 28,280 36' 200 203,580 287,950 155,740 79,400 40,720 a ° 49 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS 45 BEND ARE INSTALIO. TEE 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. MAX. PIPE SIZE 21' I.D. 5. ALL JOINTS SHALL BE GROUTED. ,. LADDER -STD. ALUMINUM 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR OR GALVANIZED STEEL SURFACES, INCLUDING CHANNELING, COATED (SEALED) I WITH A HIGH SOLIDS URETHANE COATING; SHELF WASSER MC- CONSEAL OR APPROVED EQUAL; MORTAR COLOR OF COATING SHALL BE WHITE. FILLET 9 0 BEND 7. RUBBER GASKETED JOINT'S SHALL BE IN CONFORMANCE ° I ° PRECAST BASE SECTION ASTM C -443. 11 1 /4 1 g OR CAST IN SHELF. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE n o o rus m - 2 = TABLE 2 1 - DIAMETER OF THE LARGEST PIPE- 00 0 (Width of Trench in Feet - BEARING LOADS IN LB. SQ. FT. FIGURE 1 ^�� 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK 44 0 3. Dept, of Concrete Thr.usi Block _ {Outside Diameter of Pipe mFeet) - W-d / MIN , , , ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL Y .� 2 - 2 THE SAFE BEARING LOADS GIVEN IN THE FOLLOWING TABLE ARE FOR 0 4. Maximum Length of Thrust Block (Lm) = Area of Concrete = A HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE 4 1 E..,, Q Maximum Heights EXCEEDS 2 FEET. NOTE: FOR CONVEX VERTICAL BENDS BLOCKING 6 MIN. Tvp) - 5. Required Amount of Concrete Yd. = Height x x 7 4 SEE APWA STANDARD PLAN NO. 73. -�' w eq (Cu. ( ) Depth Length) x 0,03 0 SAFE BEARING LOAD _ x Lm x Dc) x 0.037704 � ci SOIL L9. PER SO. FT. �--� L E. EXAMP ANITMY MANHOLE TYPICAL DETAIL �' C *MUCK, PEAT, ETC. 0 NOT TO SCALE City+ of Renton Std Detail BR28 2. Problem: � SOFT CLAY 1,000 � TypicW NW = W Calculation of the amount of concrete required to block a 90' bend in an 8' SAND 2,000 M E C.I. water main; the normal operating pressure in the pipe will be 65 psi and the soil SAND AND GRAVEL 3,000 v>N condition in the area indicates sand and gravel. SAND AND GRAVEL CEMENTED WITH CLAY 4,000 •� v 2. Solution: HARD SHALE 10,000 :.................. .....:.......................:. , ..................... ; .... - .................. ; .......................:.. , ....................................................................:.................. .....:.......................:. - .....................................................................:................ .......:....................... ; ••e I C p� ° Maximum testing pressure (See Table 1) = 300 psi. = 0.75 ft. *IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR - Outside diameter of 8" pipe = 9.05 in. = 9.05 /12 TIE RODS TO SOLID FOUNDATIONS OR BY REMOVAL OF MUCK - Go to Table 1: The testing pressure of 300 psi, we see OR PEAT AND REPLACEMENT WITH BALLAST OF SUFFICIENT NTS g that the thrust on a 99 bend is 21,360 pounds. STABILITY TO RESIST THRUSTS. Rlrw Bloc Table ........... :.......................:.......................:.......................:............... ........:...................... :........ 55 ... ...................................................................................................... ............................... . r- BOULDER WALL FINISH GRADE . r- IN UNIMPROVED RIGHT- OF -WA`' z EXISTING GRACE - - CONIC PAVING CAUTION: VALVE BOX SHOULD NOT REST , N PIPE. INSTALL METER BOX; AT '\ - - - - - - - - - - - - -. MpA 1 ! i �i . �.��^t l•..c. \. . / 1 •`l. �.i :b w.�.+.. .n .,' i LATER CJ C 1 ON !N ARLA OF VALVE BOX COULD � ;,� �.•: :��•; . �•: ..�.; , .�� : .�,�. p �., tip.. �•:� �,. ..................... CAUSE THE BREAKAGE OF THE SERVICE. \ a- 1111;. W Q 11% -Ex sK SS will o �. 2" BRASS JIPPLE 0 1.11 X 61 LF 6" C900 SS 1 2 LF 6" C900 SSA " - (MIPT X MIPT 1 9 EC O EX 6 I• ARY ` 5 STA 3 +74j TO GRADE CONN T T SAN'T 0 MIN. .........,...... ... ............................ ........ :........................ .. ..........:... ...................:........... .... ...................:........... ............:...............SIR .s R,.��= 4$�29.f. ; ... a 14" MAX. I PIP 6 SHOWER' itAl' tE =47:5 ...................... 1 -- - - POOL P(J�IP LNG N' - - I CAST IRON OR r 3 -0 COVER (TYP) CONNECTION CONTRACTOR TO CONFIRM z I �� -- v - 9 36" MIN. DUCTILE IRON CONCRETE BLOCKS SEE AQ :PLANS IE PRIOR TO CONSTRUCTION. IN WATERMAIN. > COVER EA EXPOSED F R RVI L VE " 0 SE CE FROM EXISTING �-� ' 2 WATERMAINS INSTALL 2' FOR :......................:.... . .............. ............... , .. , .:.......................: , ...... .......:............. ..........:.................... :.......... -4 r . , . MIN F202 STYLE SADDEL FIPT 3 3 +50 4 +00 4+ 50 ............................. ............................... . .................................. ............................... . ) 5 +00 ''''� ';' ; • •' �':';' .�' t .,..�._, BY PASS NOT NEFnEn 0 0 : ...ti.. : ,.... r ° FOR IRRIGATION METE. ...... ....................................................................................... ............................... E t S ALTERNATE CONNECTION DETALj, ° '� ,•:'';.' 'r'.' FOR EXISTING MAINS D6 -77 55 Q/ `- CRUSHED ROCK BASE :.......................:.......................:...............................................:.......................:...................... :.............................. ...........;....... :..................,........... ........................,..... :...,...................;................. ......;.......................: W 8 TO SUPPORT VAULT. EX PAVING FINISH R SEAT WALL S GRADE CURB AND GUTTER CONC PAVING :EXISTING GRADE o » �,. MATERIAL LIST FOR 1 -1 Z2 SERVICE• METER LOCATED IN PLANTING STRIP BETWEEN CUB AND SIDEWA MATERIAL LIST F 2 �-'` '` �-~ �; .•-- .T. , . - OR SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CUR &C I W K ........... . .. . SDE AL i.:�:s.l. r:v�. :s:r. ), ! i. m 1. 2 TAPPED TEE. 1 2" TAPPED ED TEE. �.:;.� ;, . ti .1.111 2. 6" LONG X 2" BRASS NIPPLE WITH THREADED ENDS (MIPT). 2. 6" LONG X 2" BRASS NIPPLE WITH THREADED ENDS (MIPT). OF AEWON ( ) 3. 2" DOUBLE DISC GATE VALVE (FULL OPENING FOR TAPPING WITH THREADED ENDS, SQUARE 1"� OPERATING NUT, AND VALVE NUT EXTENSION IF REQUIRED DWG BR46 /PAGE 6090 3. 2" DOUBLE DISC GATE VALVE (FULL OPENING FOR TAPPING) WITH THREADED ENDS, SQUARE OPERATING of (� "� )• NUT, AND VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE 8090). , !03 45 4. TWO PIECE CAST IRON VALVE BOX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, :... • .... .............. • • ...............:...... __�__ LENGTH TO FIT, "LUG" TYPE COVER. 4. TWO PIECE CAST IRON VALVE BCX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, LENGTH �- Ex_a SS 213 LF 1 Q" C900 SS 0 0.9� STA 1+40_/: STN; 1 +70 STA +08 �� " 1- " TO FIT, "LUG" TYPE COVER, chi STA 0 +64 I 6 SHOWER DRAIN 8" SS WYE RIM-_-453.0i " ( ") pN Nom_ 6 SIDE SEWER IE =46.28 6 QN)NW 5. 2 X 1 /2 HEX BRASS BUSHING MIPT X FIPT • 5. 2" BRASS BUSHING MIPT X FIPT , aRIM =50.76 6" SIDE SEWER CONNECTION CONNECTION " 2 EACH 1-1/2" BRASS OR BRONZE NIPPLES s LENGTH, THREADED ENDS. 2 EACH 2" BRASS OR BRONZE NIPPLES 6" LENGTH, TH " REARED ENDS. CONNECTION 2 EACH 1 -1 /2 -90 BRASS OR BRONZE ELBOWS (FIPT X FIPT). IE =44.06 10 "(IN)NW CONNECTION: ( ) IE =45.95 10 OUT SW 6. 1 -1 2" MIPT 2 EACH 2 -90' BRASS OR BRONZE ELBOWS FIPT X FIPT :................... � ......................... , .......... , .:. , ..... ...... , : , ......................:...... , .. , . , ....... ........... , .... , ...:.... , ........ � . / (MIPT) X COMPRESSION FITTING, FORD C34 -66 OR EQUAL. )` IE =43.96 8 EX(OUT)S ... ...................................... ............................... . z 6. 2 (MIPT) X COMPRESSION FITTING, FORD C84 -66 OR EQUAL. 0 +00 0 +50 1 +00 1' +50 2 +00 7. 1 -1 /2" SOFT COPPER TUBING TYPE "K ", LENGTH TO FIT. 7. 2" SOFT COPPER TUBING TYPE "K", LENGTH TO FIT. CITY OF RENTON STD � 8. 1-1/2* PACK -JOINT 90' ELL, FOR FORD L44�- 77 OR EQUAL. DETAIL NO. BR4.2 8. 2" PACK -JOINT 90' ELL, FOR FORD L44 -77 OR EQUAL. �� 2' � �e Water � 9. 1 -1 /2" CUSTOMSETTER WITH BY -PASS FORD VFH 66 -128 X 13 -3/16" OR EQUAL, WITH FLANGED ' " " , 9. 2" CUSTOMSETTER WITH BY -PASS FORD VFH 77 -128 X 17 -3 16" OR EQUAL, Scale: 1 =20 Harz, 1 =5 Vert ANGLE VALVE AND PADLOCK WINGS ON INLET, AND ANGLE CHECK VALVE OUTLET, BALL VALVE ON / WITH FLANGED ANGLE BYPASS WITH PADLOCK WINGS. CUSTOMSETTER SHALL HAVE VERTICAL INLET AND OUTLET. V�-� AND PADLOCK WINGS ON INLET, AND ANGLE CHECK VALVE OUTLET, BALL VALVE ON BYPASS WITH Detai PADLOCK WINGS. CUSTOMSETTER SHALL HAVE VERTICAL INLET AND OUTLET. 3 IVY Sewer Pra�ilee 10• RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY CONTRACTOR. 10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY CONTRACTOR. � C. Renton SHEET 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON PAYMENT OF ALL 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON PAYMENT Q� �° 0 YME T OF ALL RELATED �► J4 - WASI%. Q�►� �, RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND PURITY NESTS. WATER METER FEE AND SATISFACTORY PRESSURE AND PURITY TESTS. COUGHLINPO RTE R LIU h1 d E E hI Cedar River Park, Renton, Wa 12. 17 X28 CONCRETE METER BOX WITH 3/8 STEEL DIAMOND -PLATE COVER EQUAL TO FOG TITS t, 12. 17"X28" CONCRETE METER BOX WITH 3/8" STEEL DIAMOND -PLATE COVER EQUAL TO FOG TITE METER A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION y j METER SEAL CO. N0. 2T, METER BOX SHALL BE DOUBLE STACKED. SEAL CO. NO. 2T. METER BOX SHALL BE DOUBLE STACKED. 1 » " 217 PINE STREET - SUITE 300 206 343 -0460 SITE UTILITY DETAILS 13. 1 -1/2 COUPLING (COMPRESSION X FIPT) WITH 1RESP PLUG (MIPT), FORD 13, 2" COUPLING (COMPRESSION X FIPT) WITH 2" PLUG (MIPT), FORD C -14 -66 OR EQUAL. THE PROPERTY SEATTLE, WA 98101 F: 206 343 -5691 ��`SIT .- z C -14 -66 OR EQUAL. THE PROPERTY OWNER IS RESPONSIBLE FOR OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. t � ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. s�'�1VAL AND SEWER PROFILE EXPIRES 01/23/2004 42 WV 07M 1 Ill Z 6 i i - - M Thrust at Fdbngs Tin Pounds Size ` Pressure T� gQ 4S 22-1/20 Dead Ends Bend B� Bend Bend 3' 300 2,120 3,000 1,63+0 830 430 4' 300 3,780 5,370 2,910 1,470 750 6' 300 8,500 12,000 6,510 3,320 1,700 8' 300 15,100 21,360 1 ' 1550 5,880 3,020 10' 275 21,620 30,570 16,540 8,430 4,330 12' 250 33,930 48,000 25,950 13,260 6,780 14' 250 46,200 65,370 35,340 18,030 9,240 16' 225 45,250 64,000 34,620 17,650 9,050 18' 200 50,900 72,000 38,940 19,860 10,180 20' 200 62,640 88,900 48,080 24,520 12,560 24' 200 90,480 127,980 69,200 35,320 18,100 30' 200 141,370 199,960 108,150 55,140 28,280 36' 200 203,580 287,950 155,740 79,400 40,720 a ° 49 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS 45 BEND ARE INSTALIO. TEE 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. MAX. PIPE SIZE 21' I.D. 5. ALL JOINTS SHALL BE GROUTED. ,. LADDER -STD. ALUMINUM 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR OR GALVANIZED STEEL SURFACES, INCLUDING CHANNELING, COATED (SEALED) I WITH A HIGH SOLIDS URETHANE COATING; SHELF WASSER MC- CONSEAL OR APPROVED EQUAL; MORTAR COLOR OF COATING SHALL BE WHITE. FILLET 9 0 BEND 7. RUBBER GASKETED JOINT'S SHALL BE IN CONFORMANCE ° I ° PRECAST BASE SECTION ASTM C -443. 11 1 /4 1 g OR CAST IN SHELF. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE n o o rus m - 2 = TABLE 2 1 - DIAMETER OF THE LARGEST PIPE- 00 0 (Width of Trench in Feet - BEARING LOADS IN LB. SQ. FT. FIGURE 1 ^�� 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK 44 0 3. Dept, of Concrete Thr.usi Block _ {Outside Diameter of Pipe mFeet) - W-d / MIN , , , ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL Y .� 2 - 2 THE SAFE BEARING LOADS GIVEN IN THE FOLLOWING TABLE ARE FOR 0 4. Maximum Length of Thrust Block (Lm) = Area of Concrete = A HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE 4 1 E..,, Q Maximum Heights EXCEEDS 2 FEET. NOTE: FOR CONVEX VERTICAL BENDS BLOCKING 6 MIN. Tvp) - 5. Required Amount of Concrete Yd. = Height x x 7 4 SEE APWA STANDARD PLAN NO. 73. -�' w eq (Cu. ( ) Depth Length) x 0,03 0 SAFE BEARING LOAD _ x Lm x Dc) x 0.037704 � ci SOIL L9. PER SO. FT. �--� L E. EXAMP ANITMY MANHOLE TYPICAL DETAIL �' C *MUCK, PEAT, ETC. 0 NOT TO SCALE City+ of Renton Std Detail BR28 2. Problem: � SOFT CLAY 1,000 � TypicW NW = W Calculation of the amount of concrete required to block a 90' bend in an 8' SAND 2,000 M E C.I. water main; the normal operating pressure in the pipe will be 65 psi and the soil SAND AND GRAVEL 3,000 v>N condition in the area indicates sand and gravel. SAND AND GRAVEL CEMENTED WITH CLAY 4,000 •� v 2. Solution: HARD SHALE 10,000 :.................. .....:.......................:. , ..................... ; .... - .................. ; .......................:.. , ....................................................................:.................. .....:.......................:. - .....................................................................:................ .......:....................... ; ••e I C p� ° Maximum testing pressure (See Table 1) = 300 psi. = 0.75 ft. *IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR - Outside diameter of 8" pipe = 9.05 in. = 9.05 /12 TIE RODS TO SOLID FOUNDATIONS OR BY REMOVAL OF MUCK - Go to Table 1: The testing pressure of 300 psi, we see OR PEAT AND REPLACEMENT WITH BALLAST OF SUFFICIENT NTS g that the thrust on a 99 bend is 21,360 pounds. STABILITY TO RESIST THRUSTS. Rlrw Bloc Table ........... :.......................:.......................:.......................:............... ........:...................... :........ 55 ... ...................................................................................................... ............................... . r- BOULDER WALL FINISH GRADE . r- IN UNIMPROVED RIGHT- OF -WA`' z EXISTING GRACE - - CONIC PAVING CAUTION: VALVE BOX SHOULD NOT REST , N PIPE. INSTALL METER BOX; AT '\ - - - - - - - - - - - - -. MpA 1 ! i �i . �.��^t l•..c. \. . / 1 •`l. �.i :b w.�.+.. .n .,' i LATER CJ C 1 ON !N ARLA OF VALVE BOX COULD � ;,� �.•: :��•; . �•: ..�.; , .�� : .�,�. p �., tip.. �•:� �,. ..................... CAUSE THE BREAKAGE OF THE SERVICE. \ a- 1111;. W Q 11% -Ex sK SS will o �. 2" BRASS JIPPLE 0 1.11 X 61 LF 6" C900 SS 1 2 LF 6" C900 SSA " - (MIPT X MIPT 1 9 EC O EX 6 I• ARY ` 5 STA 3 +74j TO GRADE CONN T T SAN'T 0 MIN. .........,...... ... ............................ ........ :........................ .. ..........:... ...................:........... .... ...................:........... ............:...............SIR .s R,.��= 4$�29.f. ; ... a 14" MAX. I PIP 6 SHOWER' itAl' tE =47:5 ...................... 1 -- - - POOL P(J�IP LNG N' - - I CAST IRON OR r 3 -0 COVER (TYP) CONNECTION CONTRACTOR TO CONFIRM z I �� -- v - 9 36" MIN. DUCTILE IRON CONCRETE BLOCKS SEE AQ :PLANS IE PRIOR TO CONSTRUCTION. IN WATERMAIN. > COVER EA EXPOSED F R RVI L VE " 0 SE CE FROM EXISTING �-� ' 2 WATERMAINS INSTALL 2' FOR :......................:.... . .............. ............... , .. , .:.......................: , ...... .......:............. ..........:.................... :.......... -4 r . , . MIN F202 STYLE SADDEL FIPT 3 3 +50 4 +00 4+ 50 ............................. ............................... . .................................. ............................... . ) 5 +00 ''''� ';' ; • •' �':';' .�' t .,..�._, BY PASS NOT NEFnEn 0 0 : ...ti.. : ,.... r ° FOR IRRIGATION METE. ...... ....................................................................................... ............................... E t S ALTERNATE CONNECTION DETALj, ° '� ,•:'';.' 'r'.' FOR EXISTING MAINS D6 -77 55 Q/ `- CRUSHED ROCK BASE :.......................:.......................:...............................................:.......................:...................... :.............................. ...........;....... :..................,........... ........................,..... :...,...................;................. ......;.......................: W 8 TO SUPPORT VAULT. EX PAVING FINISH R SEAT WALL S GRADE CURB AND GUTTER CONC PAVING :EXISTING GRADE o » �,. MATERIAL LIST FOR 1 -1 Z2 SERVICE• METER LOCATED IN PLANTING STRIP BETWEEN CUB AND SIDEWA MATERIAL LIST F 2 �-'` '` �-~ �; .•-- .T. , . - OR SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CUR &C I W K ........... . .. . SDE AL i.:�:s.l. r:v�. :s:r. ), ! i. m 1. 2 TAPPED TEE. 1 2" TAPPED ED TEE. �.:;.� ;, . ti .1.111 2. 6" LONG X 2" BRASS NIPPLE WITH THREADED ENDS (MIPT). 2. 6" LONG X 2" BRASS NIPPLE WITH THREADED ENDS (MIPT). OF AEWON ( ) 3. 2" DOUBLE DISC GATE VALVE (FULL OPENING FOR TAPPING WITH THREADED ENDS, SQUARE 1"� OPERATING NUT, AND VALVE NUT EXTENSION IF REQUIRED DWG BR46 /PAGE 6090 3. 2" DOUBLE DISC GATE VALVE (FULL OPENING FOR TAPPING) WITH THREADED ENDS, SQUARE OPERATING of (� "� )• NUT, AND VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE 8090). , !03 45 4. TWO PIECE CAST IRON VALVE BOX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, :... • .... .............. • • ...............:...... __�__ LENGTH TO FIT, "LUG" TYPE COVER. 4. TWO PIECE CAST IRON VALVE BCX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, LENGTH �- Ex_a SS 213 LF 1 Q" C900 SS 0 0.9� STA 1+40_/: STN; 1 +70 STA +08 �� " 1- " TO FIT, "LUG" TYPE COVER, chi STA 0 +64 I 6 SHOWER DRAIN 8" SS WYE RIM-_-453.0i " ( ") pN Nom_ 6 SIDE SEWER IE =46.28 6 QN)NW 5. 2 X 1 /2 HEX BRASS BUSHING MIPT X FIPT • 5. 2" BRASS BUSHING MIPT X FIPT , aRIM =50.76 6" SIDE SEWER CONNECTION CONNECTION " 2 EACH 1-1/2" BRASS OR BRONZE NIPPLES s LENGTH, THREADED ENDS. 2 EACH 2" BRASS OR BRONZE NIPPLES 6" LENGTH, TH " REARED ENDS. CONNECTION 2 EACH 1 -1 /2 -90 BRASS OR BRONZE ELBOWS (FIPT X FIPT). IE =44.06 10 "(IN)NW CONNECTION: ( ) IE =45.95 10 OUT SW 6. 1 -1 2" MIPT 2 EACH 2 -90' BRASS OR BRONZE ELBOWS FIPT X FIPT :................... � ......................... , .......... , .:. , ..... ...... , : , ......................:...... , .. , . , ....... ........... , .... , ...:.... , ........ � . / (MIPT) X COMPRESSION FITTING, FORD C34 -66 OR EQUAL. )` IE =43.96 8 EX(OUT)S ... ...................................... ............................... . z 6. 2 (MIPT) X COMPRESSION FITTING, FORD C84 -66 OR EQUAL. 0 +00 0 +50 1 +00 1' +50 2 +00 7. 1 -1 /2" SOFT COPPER TUBING TYPE "K ", LENGTH TO FIT. 7. 2" SOFT COPPER TUBING TYPE "K", LENGTH TO FIT. CITY OF RENTON STD � 8. 1-1/2* PACK -JOINT 90' ELL, FOR FORD L44�- 77 OR EQUAL. DETAIL NO. BR4.2 8. 2" PACK -JOINT 90' ELL, FOR FORD L44 -77 OR EQUAL. �� 2' � �e Water � 9. 1 -1 /2" CUSTOMSETTER WITH BY -PASS FORD VFH 66 -128 X 13 -3/16" OR EQUAL, WITH FLANGED ' " " , 9. 2" CUSTOMSETTER WITH BY -PASS FORD VFH 77 -128 X 17 -3 16" OR EQUAL, Scale: 1 =20 Harz, 1 =5 Vert ANGLE VALVE AND PADLOCK WINGS ON INLET, AND ANGLE CHECK VALVE OUTLET, BALL VALVE ON / WITH FLANGED ANGLE BYPASS WITH PADLOCK WINGS. CUSTOMSETTER SHALL HAVE VERTICAL INLET AND OUTLET. V�-� AND PADLOCK WINGS ON INLET, AND ANGLE CHECK VALVE OUTLET, BALL VALVE ON BYPASS WITH Detai PADLOCK WINGS. CUSTOMSETTER SHALL HAVE VERTICAL INLET AND OUTLET. 3 IVY Sewer Pra�ilee 10• RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY CONTRACTOR. 10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY CONTRACTOR. � C. Renton SHEET 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON PAYMENT OF ALL 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON PAYMENT Q� �° 0 YME T OF ALL RELATED �► J4 - WASI%. Q�►� �, RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND PURITY NESTS. WATER METER FEE AND SATISFACTORY PRESSURE AND PURITY TESTS. COUGHLINPO RTE R LIU h1 d E E hI Cedar River Park, Renton, Wa 12. 17 X28 CONCRETE METER BOX WITH 3/8 STEEL DIAMOND -PLATE COVER EQUAL TO FOG TITS t, 12. 17"X28" CONCRETE METER BOX WITH 3/8" STEEL DIAMOND -PLATE COVER EQUAL TO FOG TITE METER A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION y j METER SEAL CO. N0. 2T, METER BOX SHALL BE DOUBLE STACKED. SEAL CO. NO. 2T. METER BOX SHALL BE DOUBLE STACKED. 1 » " 217 PINE STREET - SUITE 300 206 343 -0460 SITE UTILITY DETAILS 13. 1 -1/2 COUPLING (COMPRESSION X FIPT) WITH 1RESP PLUG (MIPT), FORD 13, 2" COUPLING (COMPRESSION X FIPT) WITH 2" PLUG (MIPT), FORD C -14 -66 OR EQUAL. THE PROPERTY SEATTLE, WA 98101 F: 206 343 -5691 ��`SIT .- z C -14 -66 OR EQUAL. THE PROPERTY OWNER IS RESPONSIBLE FOR OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. t � ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. s�'�1VAL AND SEWER PROFILE EXPIRES 01/23/2004 42 WV 07M 1 Ill a ° 49 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS 45 BEND ARE INSTALIO. TEE 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. MAX. PIPE SIZE 21' I.D. 5. ALL JOINTS SHALL BE GROUTED. ,. LADDER -STD. ALUMINUM 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR OR GALVANIZED STEEL SURFACES, INCLUDING CHANNELING, COATED (SEALED) I WITH A HIGH SOLIDS URETHANE COATING; SHELF WASSER MC- CONSEAL OR APPROVED EQUAL; MORTAR COLOR OF COATING SHALL BE WHITE. FILLET 9 0 BEND 7. RUBBER GASKETED JOINT'S SHALL BE IN CONFORMANCE ° I ° PRECAST BASE SECTION ASTM C -443. 11 1 /4 1 g OR CAST IN SHELF. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE n o o rus m - 2 = TABLE 2 1 - DIAMETER OF THE LARGEST PIPE- 00 0 (Width of Trench in Feet - BEARING LOADS IN LB. SQ. FT. FIGURE 1 ^�� 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK 44 0 3. Dept, of Concrete Thr.usi Block _ {Outside Diameter of Pipe mFeet) - W-d / MIN , , , ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL Y .� 2 - 2 THE SAFE BEARING LOADS GIVEN IN THE FOLLOWING TABLE ARE FOR 0 4. Maximum Length of Thrust Block (Lm) = Area of Concrete = A HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER THE PIPE 4 1 E..,, Q Maximum Heights EXCEEDS 2 FEET. NOTE: FOR CONVEX VERTICAL BENDS BLOCKING 6 MIN. Tvp) - 5. Required Amount of Concrete Yd. = Height x x 7 4 SEE APWA STANDARD PLAN NO. 73. -�' w eq (Cu. ( ) Depth Length) x 0,03 0 SAFE BEARING LOAD _ x Lm x Dc) x 0.037704 � ci SOIL L9. PER SO. FT. �--� L E. EXAMP ANITMY MANHOLE TYPICAL DETAIL �' C *MUCK, PEAT, ETC. 0 NOT TO SCALE City+ of Renton Std Detail BR28 2. Problem: � SOFT CLAY 1,000 � TypicW NW = W Calculation of the amount of concrete required to block a 90' bend in an 8' SAND 2,000 M E C.I. water main; the normal operating pressure in the pipe will be 65 psi and the soil SAND AND GRAVEL 3,000 v>N condition in the area indicates sand and gravel. SAND AND GRAVEL CEMENTED WITH CLAY 4,000 •� v 2. Solution: HARD SHALE 10,000 :.................. .....:.......................:. , ..................... ; .... - .................. ; .......................:.. , ....................................................................:.................. .....:.......................:. - .....................................................................:................ .......:....................... ; ••e I C p� ° Maximum testing pressure (See Table 1) = 300 psi. = 0.75 ft. *IN MUCK OR PEAT, ALL THRUSTS SHALL BE RESTRAINED BY PILES OR - Outside diameter of 8" pipe = 9.05 in. = 9.05 /12 TIE RODS TO SOLID FOUNDATIONS OR BY REMOVAL OF MUCK - Go to Table 1: The testing pressure of 300 psi, we see OR PEAT AND REPLACEMENT WITH BALLAST OF SUFFICIENT NTS g that the thrust on a 99 bend is 21,360 pounds. STABILITY TO RESIST THRUSTS. Rlrw Bloc Table ........... :.......................:.......................:.......................:............... ........:...................... :........ 55 ... ...................................................................................................... ............................... . r- BOULDER WALL FINISH GRADE . r- IN UNIMPROVED RIGHT- OF -WA`' z EXISTING GRACE - - CONIC PAVING CAUTION: VALVE BOX SHOULD NOT REST , N PIPE. INSTALL METER BOX; AT '\ - - - - - - - - - - - - -. MpA 1 ! i �i . �.��^t l•..c. \. . / 1 •`l. �.i :b w.�.+.. .n .,' i LATER CJ C 1 ON !N ARLA OF VALVE BOX COULD � ;,� �.•: :��•; . �•: ..�.; , .�� : .�,�. p �., tip.. �•:� �,. ..................... CAUSE THE BREAKAGE OF THE SERVICE. \ a- 1111;. W Q 11% -Ex sK SS will o �. 2" BRASS JIPPLE 0 1.11 X 61 LF 6" C900 SS 1 2 LF 6" C900 SSA " - (MIPT X MIPT 1 9 EC O EX 6 I• ARY ` 5 STA 3 +74j TO GRADE CONN T T SAN'T 0 MIN. .........,...... ... ............................ ........ :........................ .. ..........:... ...................:........... .... ...................:........... ............:...............SIR .s R,.��= 4$�29.f. ; ... a 14" MAX. I PIP 6 SHOWER' itAl' tE =47:5 ...................... 1 -- - - POOL P(J�IP LNG N' - - I CAST IRON OR r 3 -0 COVER (TYP) CONNECTION CONTRACTOR TO CONFIRM z I �� -- v - 9 36" MIN. DUCTILE IRON CONCRETE BLOCKS SEE AQ :PLANS IE PRIOR TO CONSTRUCTION. IN WATERMAIN. > COVER EA EXPOSED F R RVI L VE " 0 SE CE FROM EXISTING �-� ' 2 WATERMAINS INSTALL 2' FOR :......................:.... . .............. ............... , .. , .:.......................: , ...... .......:............. ..........:.................... :.......... -4 r . , . MIN F202 STYLE SADDEL FIPT 3 3 +50 4 +00 4+ 50 ............................. ............................... . .................................. ............................... . ) 5 +00 ''''� ';' ; • •' �':';' .�' t .,..�._, BY PASS NOT NEFnEn 0 0 : ...ti.. : ,.... r ° FOR IRRIGATION METE. ...... ....................................................................................... ............................... E t S ALTERNATE CONNECTION DETALj, ° '� ,•:'';.' 'r'.' FOR EXISTING MAINS D6 -77 55 Q/ `- CRUSHED ROCK BASE :.......................:.......................:...............................................:.......................:...................... :.............................. ...........;....... :..................,........... ........................,..... :...,...................;................. ......;.......................: W 8 TO SUPPORT VAULT. EX PAVING FINISH R SEAT WALL S GRADE CURB AND GUTTER CONC PAVING :EXISTING GRADE o » �,. MATERIAL LIST FOR 1 -1 Z2 SERVICE• METER LOCATED IN PLANTING STRIP BETWEEN CUB AND SIDEWA MATERIAL LIST F 2 �-'` '` �-~ �; .•-- .T. , . - OR SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CUR &C I W K ........... . .. . SDE AL i.:�:s.l. r:v�. :s:r. ), ! i. m 1. 2 TAPPED TEE. 1 2" TAPPED ED TEE. �.:;.� ;, . ti .1.111 2. 6" LONG X 2" BRASS NIPPLE WITH THREADED ENDS (MIPT). 2. 6" LONG X 2" BRASS NIPPLE WITH THREADED ENDS (MIPT). OF AEWON ( ) 3. 2" DOUBLE DISC GATE VALVE (FULL OPENING FOR TAPPING WITH THREADED ENDS, SQUARE 1"� OPERATING NUT, AND VALVE NUT EXTENSION IF REQUIRED DWG BR46 /PAGE 6090 3. 2" DOUBLE DISC GATE VALVE (FULL OPENING FOR TAPPING) WITH THREADED ENDS, SQUARE OPERATING of (� "� )• NUT, AND VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE 8090). , !03 45 4. TWO PIECE CAST IRON VALVE BOX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, :... • .... .............. • • ...............:...... __�__ LENGTH TO FIT, "LUG" TYPE COVER. 4. TWO PIECE CAST IRON VALVE BCX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, LENGTH �- Ex_a SS 213 LF 1 Q" C900 SS 0 0.9� STA 1+40_/: STN; 1 +70 STA +08 �� " 1- " TO FIT, "LUG" TYPE COVER, chi STA 0 +64 I 6 SHOWER DRAIN 8" SS WYE RIM-_-453.0i " ( ") pN Nom_ 6 SIDE SEWER IE =46.28 6 QN)NW 5. 2 X 1 /2 HEX BRASS BUSHING MIPT X FIPT • 5. 2" BRASS BUSHING MIPT X FIPT , aRIM =50.76 6" SIDE SEWER CONNECTION CONNECTION " 2 EACH 1-1/2" BRASS OR BRONZE NIPPLES s LENGTH, THREADED ENDS. 2 EACH 2" BRASS OR BRONZE NIPPLES 6" LENGTH, TH " REARED ENDS. CONNECTION 2 EACH 1 -1 /2 -90 BRASS OR BRONZE ELBOWS (FIPT X FIPT). IE =44.06 10 "(IN)NW CONNECTION: ( ) IE =45.95 10 OUT SW 6. 1 -1 2" MIPT 2 EACH 2 -90' BRASS OR BRONZE ELBOWS FIPT X FIPT :................... � ......................... , .......... , .:. , ..... ...... , : , ......................:...... , .. , . , ....... ........... , .... , ...:.... , ........ � . / (MIPT) X COMPRESSION FITTING, FORD C34 -66 OR EQUAL. )` IE =43.96 8 EX(OUT)S ... ...................................... ............................... . z 6. 2 (MIPT) X COMPRESSION FITTING, FORD C84 -66 OR EQUAL. 0 +00 0 +50 1 +00 1' +50 2 +00 7. 1 -1 /2" SOFT COPPER TUBING TYPE "K ", LENGTH TO FIT. 7. 2" SOFT COPPER TUBING TYPE "K", LENGTH TO FIT. CITY OF RENTON STD � 8. 1-1/2* PACK -JOINT 90' ELL, FOR FORD L44�- 77 OR EQUAL. DETAIL NO. BR4.2 8. 2" PACK -JOINT 90' ELL, FOR FORD L44 -77 OR EQUAL. �� 2' � �e Water � 9. 1 -1 /2" CUSTOMSETTER WITH BY -PASS FORD VFH 66 -128 X 13 -3/16" OR EQUAL, WITH FLANGED ' " " , 9. 2" CUSTOMSETTER WITH BY -PASS FORD VFH 77 -128 X 17 -3 16" OR EQUAL, Scale: 1 =20 Harz, 1 =5 Vert ANGLE VALVE AND PADLOCK WINGS ON INLET, AND ANGLE CHECK VALVE OUTLET, BALL VALVE ON / WITH FLANGED ANGLE BYPASS WITH PADLOCK WINGS. CUSTOMSETTER SHALL HAVE VERTICAL INLET AND OUTLET. V�-� AND PADLOCK WINGS ON INLET, AND ANGLE CHECK VALVE OUTLET, BALL VALVE ON BYPASS WITH Detai PADLOCK WINGS. CUSTOMSETTER SHALL HAVE VERTICAL INLET AND OUTLET. 3 IVY Sewer Pra�ilee 10• RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY CONTRACTOR. 10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY CONTRACTOR. � C. Renton SHEET 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON PAYMENT OF ALL 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON PAYMENT Q� �° 0 YME T OF ALL RELATED �► J4 - WASI%. Q�►� �, RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND PURITY NESTS. WATER METER FEE AND SATISFACTORY PRESSURE AND PURITY TESTS. COUGHLINPO RTE R LIU h1 d E E hI Cedar River Park, Renton, Wa 12. 17 X28 CONCRETE METER BOX WITH 3/8 STEEL DIAMOND -PLATE COVER EQUAL TO FOG TITS t, 12. 17"X28" CONCRETE METER BOX WITH 3/8" STEEL DIAMOND -PLATE COVER EQUAL TO FOG TITE METER A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION y j METER SEAL CO. N0. 2T, METER BOX SHALL BE DOUBLE STACKED. SEAL CO. NO. 2T. METER BOX SHALL BE DOUBLE STACKED. 1 » " 217 PINE STREET - SUITE 300 206 343 -0460 SITE UTILITY DETAILS 13. 1 -1/2 COUPLING (COMPRESSION X FIPT) WITH 1RESP PLUG (MIPT), FORD 13, 2" COUPLING (COMPRESSION X FIPT) WITH 2" PLUG (MIPT), FORD C -14 -66 OR EQUAL. THE PROPERTY SEATTLE, WA 98101 F: 206 343 -5691 ��`SIT .- z C -14 -66 OR EQUAL. THE PROPERTY OWNER IS RESPONSIBLE FOR OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. t � ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. s�'�1VAL AND SEWER PROFILE EXPIRES 01/23/2004 42 WV 07M 1 Ill M 1j Ili Q C_wl cr F c en �< o 4 - c. Z g WED PAST RE7?0RAT04 ---- -� ti r / - R OF RiNT N /as �°P 'gyp a r• r —. " Y. y SOLARES S''ORAT10�1 ,.► �.i y+r ,��y, P r �-• 's.., 3� rLr ' L. �? rt i— ���� REQ'S. SEE ' I NIL 1" Jar'' SE&W "Rns40 OW 0jkSS 30M � .42 " � 'O TOP AW TXX COAT SLWACE RESTORATION DIM PATIO' SUWACIE �.i... ---- z AS SPEC�EG I f y Z Y 0 e`'r / 40 IM 13 NEAT-LINE TRENCH O "1 r � � — ) WHEN CL , "� R 'GRAVEL BORROW' PER DEPTH IS LESS THAN 4 F T. _ *IS OT STD SPEC 9 -03.14 C� ► : P� -1 /2" � � � ! COACT TO 902 OF MAX -` "CRlUS�iED SURFACNG -TOP ,T tRSE' PER 1NSDOT STD SPEC 1,— L�.I � DEhiSf1'Y : � N� Q Q WIDE BORDER PACING 9- 03.9(3). COMPACT TO 952 ° ,. MAX DENSITY. SEE NOTE 2 EN AREAS POUR 1 -0 THICK BENCH AS NEEDED FOR GRAVEL BORROW° PER WSDOT w a STD SPEC 9- 03.14. � C� Z �. •► � 2' -0' SQUARE CONCRETE, CLASS 3000, SHORING OR TRENCH BOX `- Z 0 = O f I PAD AROILM D RING AND COVER (TYP) >NI0 DEPTH L5 4' � COMPACT TO 952 OF MAX 4S (1; 8) BEND t IN ASPHALT ROADWAYS RESTORE AROUND AND GREATER DENSITY, SEE NOTE 2 u Z s" Z U W CLEANOUT RING AND COVER AS REQUIRED 'BEDDING MATERIAL FOR (Y 8-3/4" PIPE MIlI ERML = PVC SDR 35 3Y STANDARD DETAIL DRAWING BR36. SEE DETAIL f1'' � .,, - , 1 -1 4 1 /2,. 2" 1 5/8" u_2 a W $ Fij �r �. • p -` " 2-7, /8 4 . • COMPACT TO 95% OF MAX 1 Z DENSITY UNPAVED � � _ _ _ PAVED AREAS - J 5t 7-3/429 4" NOTES, 1. MOM � WIDTH OF TRENCH AT TOP OF PIPE 30 FOR PIPE UP TO AND INCLUDING 120 NOMINAL DIAMETER z # Z OD PLUS 160 FOR PIPE LARGER THAN 12' NOMINAL DIAMETER. a J ` Z ° — — PLUG TO BE SEALED 2. WHERE TRENCH IS PERPNDCULAR TO TRAVELED LANES BACKFILL. CAST IRON RING AND COVER + IN SANE MANNER AS FULL DEPTH WITH CRUSHED SURFACING -TOP COURSE. WHERE MAIN SEWER JOINTS. TRENCH IS PARALLEL TO TRAVELED LANES, BACKFILL THE TOP O ^ NTS 4' OF TRENCH TO SUBGRADE WITH CRUSHED SURFACING -TOP &"w CMnW COURSE. SUITABLE EXCAVATED MIATERIk MAY BE USED PROVIDED 95% MAX. COMPACTION DENSITY CAN BE ACHIEVED. Trench Ts a° cu v o� C O E a FOR 3/4' TO 2' DCVA, USE FOGTITE CONCRETE METER v _ BOX NO. 2T (17'x28') WITH 3/8' STEEL COVER PLATE :3 w METER BOX SHALL BE DOUBLE STACKED. FLUSH WITH FINISH GRADE F w FOR 2 -1 /2' TO 3' DCVA, USE UTILITY VAULT CO. (TYPICAL) c MODEL 25TA OR EQUAL v' v �E E UNION J� 12' -16" (TYPICAL) CLEARANCE -_ CL \! I 30" MIN. , r = 30' MIN. W (SEE NOTE 4) - LIMITS OF PIPE ZONE NOTES: _ J-f g BACKFILL MATERIAL = ( SEE NOTE 5) Y,r , t K f 6" CLEARANCE , EL. 6„ d CONCRETE CLASS C 2. HAND TAMP UNDER HAUNCHES. SEE NOTE 8 .� 'JI ( ) _ 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. 4 x,r HAND TAMP ONLY. ".-- ,_ ----.• ff TO CITY METER TO PRIVATE SYSTEM FOUNDATION LEVEL x . 4. SEE "EXCAVA11- 1ND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION B OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. 8" MINUS GRAVEL 12" MINIMUM r A THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A 7 - = p 1 BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18 ". / z (CLASS A DESIGN) 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE AFTER TESTING & APPROVAL, PLUG ALL W (SEE NOTE 4) LIMITS OF PIPE ZONE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS TEST COCKS WITH BRASS PLUGS. , OR LUMPS LARGER THAN 1 PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL BACKFILL MATERIAL. AFTER FIELD INSTALLATION, DCVA MUST BE .X ri t 4� (SEE NOTE 5) � , K '� � ' • �� �`� f k r ` >` xha ,' X �X `�, ti` „ ,� TESTED SATISFACTORILY BY A DEPARTMENT > "; s, k k h 6 6. SEE BEDDING MATERIAL FOR RIGID PIPE IN THE AGGREGATES SECTION OF THE OF HEALTH CERTIFIED BACKFLOW ASSEMBLY STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. TESTER. NTS BEDDING MATERIAL �� � k + TEST REPORT MUST BE SUBMITTED TO CITY \ �`` >.� ,, x I 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF OF RENTON WATER UTILITY ENGINEERING City of Renton Stondard Detail BR54 � a FOR RIGID PIPE �� '� '�{ � �"�' ,kk N (SEE NOTE 6) STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. PRIOR TO ACTIVATION OF NEW LINE. 3/4! To 2 Oivi Valve AM" B 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS FOUNDATION LEVEL- MAINTAINED. ,J A Q w (CLASS B, C, D, DESIGN) BEDDING FOR RAID PIPE < W (SEE NOTE 4 LIMITS OF PIPE ZONE m t BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) B • CITY OF RENTON f iCOMIIAENOED FOUNDATION LEVEL �� � A A = 4" MIN. 27" I.D. AND UNDER ?" AL 4 6" MIN. OVER 27" I.D.. © . (CLASS F DESIGN BEDDING FOR FLEXIBLE PIPE a1y �MOM 0 py T OVA E: ry PER C.O.R. STD. PLAN NO. BW 18C LAm, Am 12 19 for Pie h Trummam SAC. Renton Aquatic Center SHEET � �� ��`��' �� COUGHLIN PORTERLUNDEEw �' Cedar River Park Renton We A CONSULTING STRUCTURAL AND OVIL ENGINEERING CORPORATION y 217 PINE STREET .SUITE 300 P: 206'343 -0460 SATE UTILITY SEATTLE, wA "10i F: 206.343 -5691 2s5,7 'S 777 ftAL DETAILS Exams 01/23/2004 C' D ; ,S`- �'• !�s'o SCAnNEO NOV • 7 M 1 r' 0 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/4 I.D. 12" MAX. + * ZERO B 1/4 O.D. 1/2 O.D. 1 /8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1,/8 O.D. O.D. — • CITY OF RENTON f iCOMIIAENOED FOUNDATION LEVEL �� � A A = 4" MIN. 27" I.D. AND UNDER ?" AL 4 6" MIN. OVER 27" I.D.. © . (CLASS F DESIGN BEDDING FOR FLEXIBLE PIPE a1y �MOM 0 py T OVA E: ry PER C.O.R. STD. PLAN NO. BW 18C LAm, Am 12 19 for Pie h Trummam SAC. Renton Aquatic Center SHEET � �� ��`��' �� COUGHLIN PORTERLUNDEEw �' Cedar River Park Renton We A CONSULTING STRUCTURAL AND OVIL ENGINEERING CORPORATION y 217 PINE STREET .SUITE 300 P: 206'343 -0460 SATE UTILITY SEATTLE, wA "10i F: 206.343 -5691 2s5,7 'S 777 ftAL DETAILS Exams 01/23/2004 C' D ; ,S`- �'• !�s'o SCAnNEO NOV • 7 M 1 r' 0 0 U O z m O Q �_ V) W U Q_ U) Cr W a Q CL O N I O ,�: T­ • ° o Z� I I Y U Z ,;j O a w 3 w w 0 < o w 0- o 0 ry w z I­_ \e O LLJ UQz L> ry = (I� Q >Q =) J 3: 0 < r-11, z zoo 0 LL I z z U I--LI W rr, ry W p s� W g 'e, � aO98- Z y i 11: a Mj z J 0 w W V ill 0° JJ i z�� J d a- =E, W; W �`�3 s� O _I < V < N N o J U C_ Q) C 0� 0 CITY OF RENTON co 2209 MINOR AVENUE EAST o0 E of SEATTLE, WA 98102 6 3--0 �U a_ Ln 6 arc 0 w _a J �J J w U 0-- 4 �N4 \ C Q (VERTICAL) NVD 1988 - (HORIZONTAL) NAD 83/91. COUGHLIN PORTER LUNDEEN .� J a a) :3 E J \ E BASIS OF BEARING I-) I PORTER r Z ° C , RENTON DATUM. USING CONTROL o - Q ( L Li Cr X w M - Z W . 0� m") a40 �o� o� o =) Z 1-- � J L) < �_ E) P.- =Z ° Ix O _ no = J J Z Z c o N z u' Z Cr _II w _ °L) � < ° w ° w Z < , < U < I N 0 = CL_ m m O 0 W Of V) z mV) C)Z J m km =) U m ;�­_ Q :J mom 1". I / SEC 17 TWN 23 N RGE_�_ �5 E W.M. - - - I _ ___ _ � I � � EE ELECTICAL SHEET - �2 ­! I I � J ' ' ' i 0.4 FOR CONTINUATION. i -- __ _ __- - ___ MAINTAIN BATHROOM FACILITIES I � i I � I -SIGN "PARK . H - - -� DURING CONSTRUCTION 1 H PARKING ON Y - - -- i - -� 1 j 7--__ �� (VERIFY W /OWNER) /, / i - - -__ ''� CONNECT TO EX 6" SANITARY �;� /��/ ; .� , - ___ I I I : SIDE SEINER. IE= 48.29E __ _ I j I -.._ "~-'- --. CONTRACTOR TO CONFIRM - - / - IRR. cv , 1. - - : � I ; i \ I "~•- IE PRIOR TO CONSTRUCTION. __ 4 i Ass'Y. ;' _ - I i e I O --- •.,.�. /-I - -- 1 cs l I _ �- --� _ ° LIMITS OF --- / I� �I LIMITS OF - ri 50 DISTURBANCE ROOra w �l' w - - -- ! JI, I - -- - -- - " . _ _ DISTURBANCE -� I I -__ � ; , - - .,�� - -�- �, - �t 1 r - _ ! - j � - -- - - - - - �� �° ��� _ -1 _ � ' I, j - __ - } i t �,,, ' ..� ��. H° { j' { S H R e I I I I Jill Immiiiiiiiiiiiiiiiiiiiiiiiii mommilliIiiiiiiiiiiiiiiii� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN - -- =- - -__ " _ T� ---- I p - - - - -- - -- - -- _ - - R,I _ - -- - __ �- - - 1 - - _- I - -T __ - .� -�-- I PROTECT AND -- - - - - -- AND -- - moo; - ' I - - - - - o.� - _ _ __ -_ - -__ w _ _ ,� POWER LINES ; i� I illJJJJJJJJJJJJJJllillJJJJJJJJJJJ�� & i , -- _ e! ; i I JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ�� O - ' II lek 14) , � I %-..11lllllllllll`U �� 1 - r r Mwmftw , I I I �� I J, - -� • / _! -�•. I _ -- _ . _- _ _ _ c� k I - - - - - - - - -- ! ° 1 1 ��' , 1 � � -- �1 U �'•��_ - - - �� i I i I _ - - -- 1 :' - J \; ' ` - i -- - -- - - -- -- -- - - - - -- . f� �� �,i ''1 = '1 I` w I i 1 1 . D I /) .. � 1 Cp i f r 1. / -? I 11 i I / 1 / C1' I c // I I c ^^ i / � I 1 i- •- - - - - - -- -- - -- - -t TO GRADE % . _ r - _ _ - -' ___ - -- _ -- - -- - t IE =47.57 I I f ,1 I � I t7 ; ' �' n k 1 ' SEE AQ; PLANS FOR - , I I i S _. _ _ - : - • -- - - - `� POOL INFORMATION. - r, , - L - - -- - - _ '�' G . ,�, / I I i � , I r, - � ' f' -- - -- - -- -- -• __ _ _ _ �--- ; -- - -- 1 2 -�� -T -- 1 - -,- �/ l I - - - - - -- _ �! _ _ I , -- `� - , t ; � 1� - -- - - -- -- - -- -- -- - - -ter 1 t.. • _ - .i_ _ _ -` _ - -- r t _ Q.. 1 _ r ' i , E �� ��• ` - " /I " / , I � I I I I � I � 1 . - - c / :_ j - • w k-1 F - n RIM= 51.00 - _- . �A - - �. 1 % � `` ; - - ' RIM 51 00 `�� �' -ii 1 t I ,. - '� / CONNECT TO SS. �_ y - - - - - - 4Q -- - '� ,, n - - - -- - / - k` --° 1- - - - -- a - v - WYE INTO 6 SS _ l - - - -- �'; _ - - -- � � � -S -MtT�# 1utQDEE �, IE =46.75 / - IT �,I _ r OVED EQ R APPR UAL y.._ -�_.-- ' L / /,' I I _J T RA -- -- - ' - - - -- -= -- _ - - - - - -- - - 7 - Y`' H ' , -,x,� - - g 1 I - 0 G DE , NEIL CONC SSION / �° f (, . r N r_.- 22 ! �_ I �y _ ` -� �'S1 � INSTAU NEW P �, ER AND � 4 BUJLDING FFF 51.25 / _ _ I , -_ -_ - - 9 - = - -- - -- E ,-(2j -SHOW HEADS - _ W�TER TO ,;ROVIDE �, I , ' , r - j , `% - SEE MECH L PLANS �, _ 2 VtRTICAL EARANCE I iJ l (2) SHOWER HEADS. _ _ - _ I I - _ �, ADO - I I ;,% _ _ 0, PIPE -- � � I� 49 08 _ -__ - -- --- � � / - - �, -- - - -- -_- ,- -s - _ � � � �� `� �_ � BEpWEE�1 T OF _ -�,' ' ( I �_ � I I I SEE MECH L LANS 3 i � �EE_MECHl_LLANS _ AID BOiTO, OF WALL. ­::� -, - -- , - -- - - / ,ti , . I _ - - - ' i � SSM-I 248 � � � I . - . - a `� �� - RIM -53.Of ' I I ,X , � 5 ' "°� -_ - _ _ - -- -- �- �_ - -_ - -- II i - _ _ - -� -- �� - - - IE -45.57 6n(IN)NW - - SHOWER LINE. SEE MECH L ..x r _ n - - - -- M ] P S FOR PPE W A I 45 24 1 E ( ) _ �, I � �:, � -., � �� � 0 OUT S ��� �I J '- i I - -_ E L _ - -- - � - - - - - - - -- -- SIZE AND MATERIAL. . f - - -- - I I O ,; , ; 1 �, v _ SEE AQ PLANS FOR L �r . y r � ; _ _ _ -_ -- _ 1. a ,�1 , © >r. ! - - - -- - -- r- SH0I�IER DRAIN L - -- - pya } I : - ___ _ -_ - , _ 11 POOL INFORMATION 1. . -- _______ _ - _ "3 ,, RIM =51 15 � 4 >� rs, �;,., � � - - � � _ T . I I .. _ , �- . n o C NECT TO SS.k5, f �` POOL PIPING __ - -- U ANK ! t WYE I�1T0 10 0 4 4 - - - - - - SEE PLANS / -- . -,. . '. o� \ - - �, MITH MODEL 2240 SEE IS S _ - - - # `_ - IE =44.22 - -� _ - f `OR APPROVED EQUAL - _ _ - - - C� IE�44.8 �. sr 11 CONNECT ,� , _ - - -- - �`' �" __. r • POOL PIPING 'r TO EX SS - ; ' - , t r; I A ' \ . / - �r� _ IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiM IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiP 7 ,�.... _ _ I SEE AQ PLANS ,_ - - - 0.6� _ - - -- - -- - -- LF- 14 -- \ 00 -SS - - -_ - - -- - - - INTO 1© -4.23 - - -- WSCO _ _ _ -- -- -- 2 5 LF'x 6' I 1, I . (fj V .t n TO GRA E _ _ ` �o � �, r it i s �a _.. -. - , 20 l�F 8 C900 -- - - - . _ ,� 113 LF 6n G9Q0 ; J0 2'.0� � / I P, -44.34 - - - - - - - - - -- --- - - - - -, - - - -- - -- _ !.- ; -11 r - -- - - - - - -- - I� - - - -- - -- - -- - i 2 0 IN S a SSM-I1- - - - - { / _ t - -- - - _i ____� - _ _. __ 1 : IM =50.76 _ ` ( - - - _ 1 1 i - I -4 IN N 3.96 0 \ / � i i :z E I ` - - _ ___ ry SCO r - _ _ �- - - - -,,L! _, t -- - �'- I - -3.96 BnEX(OUT)S 0.68 { IE =49.0 WYE INT �0 �S ( - - _" 1 CONN T TO EX i i TO GRADE, - - CONNECT PURGE TANK ..� I SEE MECH L PLANS IE= 45.0 -- - - - - - , I I w S --- - -_ - - - - -- '� - \ - -- - _ 3c: - i !- _ OT �„� - �� IE 44.51, - n _ OVERFLOW BRAIN. --T__ T -- -1' __ - I 8 SAN I -4 . 0 I L - 0 CO -- I i i POOL PIPING IE= 49.40. SEE AQ PLANSt y IMITS /OF _ �""� - I WYE INTO 8 I CHANGING I , SEE MECH L PLANS MECH L �, =� -�✓ J -1 ...�,. T GRAD 69 I F - 1.1 I i GAS ERVICE. SEE AQ PLANS - - - - = - - - -- -� DISTURBANCE W = SS IE= \CF U FA, ILITIES F -5 ,50 f - _ - ROOM n .y, � ,,' •, ..�■ � -' ___ __ � 9 ..., _ .. TIN F A RV110E SEE ECH L PLANS.. - IN <}� , . m Op � : ROU Q" 0 G S SE 47 LF 6 C900 SS @ t. I _> " _ ; ;, ,I 1 I o5 �F - - .� �' SSCO " 6 - 8Z; TO PRO,�ECT SITE TO �E N Q -- , . i k 7 x W _ -_ P - -- - -- - - -- - - - - - - -- _ -- -- _- __ - -- � �..�. 2 I 1 6 �, �� I TO ;GRADE , p OORDINATED WITH _ - - C PSG _ - -- _ - - , � - - Uj 7 ( !1 0*3 ___ t� I ��. �u - I - / ,. !, �'� -!� 1iI Uj I CONNECT T�0 EX - -- -- - - - - - - % I� 1 _ sJ - ----f- / I I `� I I 3 L E !-- t' - - 11 __- - -- - -- - ---- - _ - / _ - I p �' , I - - - ,� 0 - � ,�, :-- --- '3 Q�. -�- - ---� -T T T t I! �A �� I I W T -i T - I IL, - - - -- �. - ,- �__ T I 1 / T I ; - I Z- -''''� 1.11 INLET 1 1 2 3) 4 - - h- �� _ _ ��. ' _ r� i �� F F 1I J j simmmillillillill !E ____ - _ I _ � _ N W :: _ _ - I. - - - - -- TRAN F ��� O -- - -�.- a S o I i I 1 U - - - - -- REPLACE EX SEWER W/C900. (2) 4 TELECOMMUNICATIONS PROTECT AND _ _ : _ I - iQ " - L C L PLANS. MAINTAIN �%���8�' TSS - - -- L - _ _ __ , SEE ELEC'LLANS - _ _ , N� -' - - - DUMPSTER = - - - __ SEE DETAIL -_ �T.� - ��� _ - _ _ _ _ I �t =5o. .� - - ; SEE ARCH'L PLANS - , 1 I C4.2 ,ir, c -F, � ���. �s I i� 11 �I _ =46.04 �0N = _ = _- - - -� ^ r r, - - _ - V _ _ zi 7 _- _ - - , r . �- - - - - -- -- 2 WATER 1�ER PER 2" IRRIGATION METER PER CITY - - P -aNT� I� �� INSTALLATION SHALL BE PER ,' OF RENTON STDS AND 2n BACKFLOW �� I - - - 1 -1 - -' - CITY QF RENTON UTILITY IRRIGATION DOUBLE CHECK VALVE DEPARTMENT. CONTRACTOR I SEE L'SCAPE PLANS /SPECIFICATIONS III '' i TO PAY FOR ALL `� PERMITS AND CONNECTION �,, METER INSTALLATION. FEES. ` _ _ -- - _� �\� SEE DETAIL 'RETROFIT EX FIRE HYDRANT WITH 5" - _ C4.1 I � STORZ "QUICK DISCONNECT" FITTING PER CITY OF RENTON FIRE DEPARTMENT . _� ,\ 4,�\ ��, _ -- -- - - " \� �\ W \\ \ -- � 0 `\ �� �, - - �` -- . \ d �\� I I \� W _ _ - ,,. W -. __ -- - I - :. - - _- i - . `\ \ \�\ CB IY- � -_ - _- ��` TE -�� o \\ �� \ \\ v� �.� '� /' ��� Z �.\ �_ � 11 �� ��- n 1 -1 ` �\ ` Z RETROFIT EX FIRE HYDRANT WITH 5 � � --- �..� � O STORZ "QUICK DISCONNECT" FITTING . --�,- V PER CITY OF RENTON FIRE VARTMENT. *,,, �i / �•` v_ COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET -SUITE 300 P: 206/343 -0460 SEATTLE, WA 98101 F: 206/343 -5691 , C. A, t� 1✓ �' /,.. Gn ea • • 26577 �V4 o -_ ZL EXPIRES 01/23/2006 71 !�� ba 1 I .�4 Renton Aquatic Center Cedar River Park, Renton, Wa SITE UTILITIES ri FMAI z I so r TRUE C III I I �d AA) NORTH bef ore you �= Djg- PROJECT o 10 20 40 mm \ \ \ \ \ \\ \ \ \ \ \\ NORTH 1 mmm 6mmmm� - 9 1-800-424-5555 SCALE , UNDERGROUND SURVEYOR C_ _ BUSH ROED AND HITCHINGS INC CITY OF RENTON 2209 MINOR AVENUE EAST � U SEATTLE, WA 98102 6 0� w a_ Ln 6 o j arc 0 Z 0 <n 0 < o w U a < ENGNEER (VERTICAL) NVD 1988 - (HORIZONTAL) NAD 83/91. COUGHLIN PORTER LUNDEEN 217 PINE STREET, SUITE 300 J SEATTLE, WA 98101 BASIS OF BEARING (206) 343 -0460 CONTACT: STEVE PORTER BEARINGS ARE BASED ON CITY OF SHEET INDEX RENTON DATUM. USING CONTROL - Q CO.O COVER SHEET C 1.0 DEMOLITION PLAN BENCHMARK 0 C2.1 0 o w C3.0 SITE DRAINAGE & GRADING PLAN ELEVATIONS ARE BASED ON CITY OF C3.1 DRAINAGE DETAILS RENTON VERTICAL CONTROL PT. #1882 C4.0 SITE UTILITIES PLAN (ELEVATION = 49.20) AND VERIFIED BY C4.1 SITE UTILITY DETAILS & SEWER F=O�ILE CITY OF RENTON CONTROL POINT #1972 r (ELEVATION = 48.09). C5.0 PAVING PLAN & HORIZONTAL C0� -ROB �� C5.1 PAVING DETAILS o C5.2 PAVING DETAILS I � LEGEND = CL_ m m O 0 W Of V) z mV) C)Z J m km =) U m ;�­_ Q :J mom 1". I / SEC 17 TWN 23 N RGE_�_ �5 E W.M. - - - I _ ___ _ � I � � EE ELECTICAL SHEET - �2 ­! I I � J ' ' ' i 0.4 FOR CONTINUATION. i -- __ _ __- - ___ MAINTAIN BATHROOM FACILITIES I � i I � I -SIGN "PARK . H - - -� DURING CONSTRUCTION 1 H PARKING ON Y - - -- i - -� 1 j 7--__ �� (VERIFY W /OWNER) /, / i - - -__ ''� CONNECT TO EX 6" SANITARY �;� /��/ ; .� , - ___ I I I : SIDE SEINER. IE= 48.29E __ _ I j I -.._ "~-'- --. CONTRACTOR TO CONFIRM - - / - IRR. cv , 1. - - : � I ; i \ I "~•- IE PRIOR TO CONSTRUCTION. __ 4 i Ass'Y. ;' _ - I i e I O --- •.,.�. /-I - -- 1 cs l I _ �- --� _ ° LIMITS OF --- / I� �I LIMITS OF - ri 50 DISTURBANCE ROOra w �l' w - - -- ! JI, I - -- - -- - " . _ _ DISTURBANCE -� I I -__ � ; , - - .,�� - -�- �, - �t 1 r - _ ! - j � - -- - - - - - �� �° ��� _ -1 _ � ' I, j - __ - } i t �,,, ' ..� ��. H° { j' { S H R e I I I I Jill Immiiiiiiiiiiiiiiiiiiiiiiiii mommilliIiiiiiiiiiiiiiiii� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN - -- =- - -__ " _ T� ---- I p - - - - -- - -- - -- _ - - R,I _ - -- - __ �- - - 1 - - _- I - -T __ - .� -�-- I PROTECT AND -- - - - - -- AND -- - moo; - ' I - - - - - o.� - _ _ __ -_ - -__ w _ _ ,� POWER LINES ; i� I illJJJJJJJJJJJJJJllillJJJJJJJJJJJ�� & i , -- _ e! ; i I JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ�� O - ' II lek 14) , � I %-..11lllllllllll`U �� 1 - r r Mwmftw , I I I �� I J, - -� • / _! -�•. I _ -- _ . _- _ _ _ c� k I - - - - - - - - -- ! ° 1 1 ��' , 1 � � -- �1 U �'•��_ - - - �� i I i I _ - - -- 1 :' - J \; ' ` - i -- - -- - - -- -- -- - - - - -- . f� �� �,i ''1 = '1 I` w I i 1 1 . D I /) .. � 1 Cp i f r 1. / -? I 11 i I / 1 / C1' I c // I I c ^^ i / � I 1 i- •- - - - - - -- -- - -- - -t TO GRADE % . _ r - _ _ - -' ___ - -- _ -- - -- - t IE =47.57 I I f ,1 I � I t7 ; ' �' n k 1 ' SEE AQ; PLANS FOR - , I I i S _. _ _ - : - • -- - - - `� POOL INFORMATION. - r, , - L - - -- - - _ '�' G . ,�, / I I i � , I r, - � ' f' -- - -- - -- -- -• __ _ _ _ �--- ; -- - -- 1 2 -�� -T -- 1 - -,- �/ l I - - - - - -- _ �! _ _ I , -- `� - , t ; � 1� - -- - - -- -- - -- -- -- - - -ter 1 t.. • _ - .i_ _ _ -` _ - -- r t _ Q.. 1 _ r ' i , E �� ��• ` - " /I " / , I � I I I I � I � 1 . - - c / :_ j - • w k-1 F - n RIM= 51.00 - _- . �A - - �. 1 % � `` ; - - ' RIM 51 00 `�� �' -ii 1 t I ,. - '� / CONNECT TO SS. �_ y - - - - - - 4Q -- - '� ,, n - - - -- - / - k` --° 1- - - - -- a - v - WYE INTO 6 SS _ l - - - -- �'; _ - - -- � � � -S -MtT�# 1utQDEE �, IE =46.75 / - IT �,I _ r OVED EQ R APPR UAL y.._ -�_.-- ' L / /,' I I _J T RA -- -- - ' - - - -- -= -- _ - - - - - -- - - 7 - Y`' H ' , -,x,� - - g 1 I - 0 G DE , NEIL CONC SSION / �° f (, . r N r_.- 22 ! �_ I �y _ ` -� �'S1 � INSTAU NEW P �, ER AND � 4 BUJLDING FFF 51.25 / _ _ I , -_ -_ - - 9 - = - -- - -- E ,-(2j -SHOW HEADS - _ W�TER TO ,;ROVIDE �, I , ' , r - j , `% - SEE MECH L PLANS �, _ 2 VtRTICAL EARANCE I iJ l (2) SHOWER HEADS. _ _ - _ I I - _ �, ADO - I I ;,% _ _ 0, PIPE -- � � I� 49 08 _ -__ - -- --- � � / - - �, -- - - -- -_- ,- -s - _ � � � �� `� �_ � BEpWEE�1 T OF _ -�,' ' ( I �_ � I I I SEE MECH L LANS 3 i � �EE_MECHl_LLANS _ AID BOiTO, OF WALL. ­::� -, - -- , - -- - - / ,ti , . I _ - - - ' i � SSM-I 248 � � � I . - . - a `� �� - RIM -53.Of ' I I ,X , � 5 ' "°� -_ - _ _ - -- -- �- �_ - -_ - -- II i - _ _ - -� -- �� - - - IE -45.57 6n(IN)NW - - SHOWER LINE. SEE MECH L ..x r _ n - - - -- M ] P S FOR PPE W A I 45 24 1 E ( ) _ �, I � �:, � -., � �� � 0 OUT S ��� �I J '- i I - -_ E L _ - -- - � - - - - - - - -- -- SIZE AND MATERIAL. . f - - -- - I I O ,; , ; 1 �, v _ SEE AQ PLANS FOR L �r . y r � ; _ _ _ -_ -- _ 1. a ,�1 , © >r. ! - - - -- - -- r- SH0I�IER DRAIN L - -- - pya } I : - ___ _ -_ - , _ 11 POOL INFORMATION 1. . -- _______ _ - _ "3 ,, RIM =51 15 � 4 >� rs, �;,., � � - - � � _ T . I I .. _ , �- . n o C NECT TO SS.k5, f �` POOL PIPING __ - -- U ANK ! t WYE I�1T0 10 0 4 4 - - - - - - SEE PLANS / -- . -,. . '. o� \ - - �, MITH MODEL 2240 SEE IS S _ - - - # `_ - IE =44.22 - -� _ - f `OR APPROVED EQUAL - _ _ - - - C� IE�44.8 �. sr 11 CONNECT ,� , _ - - -- - �`' �" __. r • POOL PIPING 'r TO EX SS - ; ' - , t r; I A ' \ . / - �r� _ IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiM IiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiP 7 ,�.... _ _ I SEE AQ PLANS ,_ - - - 0.6� _ - - -- - -- - -- LF- 14 -- \ 00 -SS - - -_ - - -- - - - INTO 1© -4.23 - - -- WSCO _ _ _ -- -- -- 2 5 LF'x 6' I 1, I . (fj V .t n TO GRA E _ _ ` �o � �, r it i s �a _.. -. - , 20 l�F 8 C900 -- - - - . _ ,� 113 LF 6n G9Q0 ; J0 2'.0� � / I P, -44.34 - - - - - - - - - -- --- - - - - -, - - - -- - -- _ !.- ; -11 r - -- - - - - - -- - I� - - - -- - -- - -- - i 2 0 IN S a SSM-I1- - - - - { / _ t - -- - - _i ____� - _ _. __ 1 : IM =50.76 _ ` ( - - - _ 1 1 i - I -4 IN N 3.96 0 \ / � i i :z E I ` - - _ ___ ry SCO r - _ _ �- - - - -,,L! _, t -- - �'- I - -3.96 BnEX(OUT)S 0.68 { IE =49.0 WYE INT �0 �S ( - - _" 1 CONN T TO EX i i TO GRADE, - - CONNECT PURGE TANK ..� I SEE MECH L PLANS IE= 45.0 -- - - - - - , I I w S --- - -_ - - - - -- '� - \ - -- - _ 3c: - i !- _ OT �„� - �� IE 44.51, - n _ OVERFLOW BRAIN. --T__ T -- -1' __ - I 8 SAN I -4 . 0 I L - 0 CO -- I i i POOL PIPING IE= 49.40. SEE AQ PLANSt y IMITS /OF _ �""� - I WYE INTO 8 I CHANGING I , SEE MECH L PLANS MECH L �, =� -�✓ J -1 ...�,. T GRAD 69 I F - 1.1 I i GAS ERVICE. SEE AQ PLANS - - - - = - - - -- -� DISTURBANCE W = SS IE= \CF U FA, ILITIES F -5 ,50 f - _ - ROOM n .y, � ,,' •, ..�■ � -' ___ __ � 9 ..., _ .. TIN F A RV110E SEE ECH L PLANS.. - IN <}� , . m Op � : ROU Q" 0 G S SE 47 LF 6 C900 SS @ t. I _> " _ ; ;, ,I 1 I o5 �F - - .� �' SSCO " 6 - 8Z; TO PRO,�ECT SITE TO �E N Q -- , . i k 7 x W _ -_ P - -- - -- - - -- - - - - - - -- _ -- -- _- __ - -- � �..�. 2 I 1 6 �, �� I TO ;GRADE , p OORDINATED WITH _ - - C PSG _ - -- _ - - , � - - Uj 7 ( !1 0*3 ___ t� I ��. �u - I - / ,. !, �'� -!� 1iI Uj I CONNECT T�0 EX - -- -- - - - - - - % I� 1 _ sJ - ----f- / I I `� I I 3 L E !-- t' - - 11 __- - -- - -- - ---- - _ - / _ - I p �' , I - - - ,� 0 - � ,�, :-- --- '3 Q�. -�- - ---� -T T T t I! �A �� I I W T -i T - I IL, - - - -- �. - ,- �__ T I 1 / T I ; - I Z- -''''� 1.11 INLET 1 1 2 3) 4 - - h- �� _ _ ��. ' _ r� i �� F F 1I J j simmmillillillill !E ____ - _ I _ � _ N W :: _ _ - I. - - - - -- TRAN F ��� O -- - -�.- a S o I i I 1 U - - - - -- REPLACE EX SEWER W/C900. (2) 4 TELECOMMUNICATIONS PROTECT AND _ _ : _ I - iQ " - L C L PLANS. MAINTAIN �%���8�' TSS - - -- L - _ _ __ , SEE ELEC'LLANS - _ _ , N� -' - - - DUMPSTER = - - - __ SEE DETAIL -_ �T.� - ��� _ - _ _ _ _ I �t =5o. .� - - ; SEE ARCH'L PLANS - , 1 I C4.2 ,ir, c -F, � ���. �s I i� 11 �I _ =46.04 �0N = _ = _- - - -� ^ r r, - - _ - V _ _ zi 7 _- _ - - , r . �- - - - - -- -- 2 WATER 1�ER PER 2" IRRIGATION METER PER CITY - - P -aNT� I� �� INSTALLATION SHALL BE PER ,' OF RENTON STDS AND 2n BACKFLOW �� I - - - 1 -1 - -' - CITY QF RENTON UTILITY IRRIGATION DOUBLE CHECK VALVE DEPARTMENT. CONTRACTOR I SEE L'SCAPE PLANS /SPECIFICATIONS III '' i TO PAY FOR ALL `� PERMITS AND CONNECTION �,, METER INSTALLATION. FEES. ` _ _ -- - _� �\� SEE DETAIL 'RETROFIT EX FIRE HYDRANT WITH 5" - _ C4.1 I � STORZ "QUICK DISCONNECT" FITTING PER CITY OF RENTON FIRE DEPARTMENT . _� ,\ 4,�\ ��, _ -- -- - - " \� �\ W \\ \ -- � 0 `\ �� �, - - �` -- . \ d �\� I I \� W _ _ - ,,. W -. __ -- - I - :. - - _- i - . `\ \ \�\ CB IY- � -_ - _- ��` TE -�� o \\ �� \ \\ v� �.� '� /' ��� Z �.\ �_ � 11 �� ��- n 1 -1 ` �\ ` Z RETROFIT EX FIRE HYDRANT WITH 5 � � --- �..� � O STORZ "QUICK DISCONNECT" FITTING . --�,- V PER CITY OF RENTON FIRE VARTMENT. *,,, �i / �•` v_ COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET -SUITE 300 P: 206/343 -0460 SEATTLE, WA 98101 F: 206/343 -5691 , C. A, t� 1✓ �' /,.. Gn ea • • 26577 �V4 o -_ ZL EXPIRES 01/23/2006 71 !�� ba 1 I .�4 Renton Aquatic Center Cedar River Park, Renton, Wa SITE UTILITIES ri FMAI z I so r TRUE C III I I �d AA) NORTH bef ore you �= Djg- PROJECT o 10 20 40 mm \ \ \ \ \ \\ \ \ \ \ \\ NORTH 1 mmm 6mmmm� - 9 1-800-424-5555 SCALE , UNDERGROUND SURVEYOR OWNER _ BUSH ROED AND HITCHINGS INC CITY OF RENTON 2209 MINOR AVENUE EAST COMMUNITY SERVICES (PARKS) SEATTLE, WA 98102 1055 SOUTH GRADY WAY (206) 323 -4144 CONTACT: JEFF MCMANUS RENTON, WA 98055 (425) 430 -6500 CONTACT: DENNIS KULP DATUM ENGNEER (VERTICAL) NVD 1988 - (HORIZONTAL) NAD 83/91. COUGHLIN PORTER LUNDEEN 217 PINE STREET, SUITE 300 SEATTLE, WA 98101 BASIS OF BEARING (206) 343 -0460 CONTACT: STEVE PORTER BEARINGS ARE BASED ON CITY OF SHEET INDEX RENTON DATUM. USING CONTROL - POINTS #1972 AND #1882 CO.O COVER SHEET C 1.0 DEMOLITION PLAN BENCHMARK 0 C2.1 TESC DETAILS C3.0 SITE DRAINAGE & GRADING PLAN ELEVATIONS ARE BASED ON CITY OF C3.1 DRAINAGE DETAILS RENTON VERTICAL CONTROL PT. #1882 C4.0 SITE UTILITIES PLAN (ELEVATION = 49.20) AND VERIFIED BY C4.1 SITE UTILITY DETAILS & SEWER F=O�ILE CITY OF RENTON CONTROL POINT #1972 AIL C4.2 SITE UTILITY DETS (ELEVATION = 48.09). C5.0 PAVING PLAN & HORIZONTAL C0� -ROB C5.1 PAVING DETAILS C5.2 PAVING DETAILS LEGEND EXISTING REMOVE P R 0 P 0 ;=�' ASPHALT PAVING - --- I ; . + �. CONCRETt PAVING E BUILDINGS . RIP RAP CONSTRUCTION ENTRANCE SAWCUT LINE CONSTRUCTION LIMITS - � - SITE FENCE SILT FENCE CURBING __ -_ _____ '0110, Nil TREE W /PROTECTION ( -* � N ..- ,/ CONTOUR (INDEX; - ' 0 L -- CONTOUP - � � - -- WATER LINE - SANITARY SEWER LINE - - - _ �Icm= STORM DRAINAGE LINE -- -- _-__= TRENCH DRAIN ------ POWER = P- TELEPHONE LINE - - T- _ - -_ - GAS LINE - -- - -- - G- FOOTING DRAIN - - -� "11 - - STORM CB W /PROTECTION WATER METER /VALVE /FH = . - _ - im H-4�- - __ STORM CB /MH SANITARY SEWER MH /CO , 0 • y��P GAS VALVE /METER -- - " 3 �����° STREET LIGHT ASSEMBLY -- - #____* - - ����o``Q�,� _`�'�Q,O5� i L,,�r � \ o`` TELEPHONE RISER /MH ■ �� moo o�`��5� �o`� 'e O �o JV q ,0 � Q� Go��, ���s- ef�� , ,� l6t, � (:�- <�, ,�, q, �', �SQ��O,� �5���0�J�� O< 'Q� �1 � PLO *J�,�p q4 zi�l � >��P�,, 'y � F, * \S� �� SHEET C4.0