The URL can be used to link to this page

Home My WebLink AboutS-306302�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