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HomeMy WebLinkAboutzS-3415SetN.E. 114 SEC. 25, T23N -, R.4E., W b!. 0 10 20 4 o- Call 2s I �.�� SCALE �''20' � ti before you 12 TEE - - \1, PROPOSED 12' WATER MAIN TO BE INSTALLED BY OTHERS NIC D ( �NNECT TO 13( 12' WATER IN CONJUNCTION WfTH ROADWAY & MLITIES IMPROVEMENTS( FOR. SING , ,r II uEw, 8-1-1 =or a "i'1RTISE,BLOLtilNG CO., . SID'S ! " '1 LONGALRES PARK SUBDIVISION. MAXIMUM AVAILABLE FLOW RATE FROM NEW STA:r g}Z3, t3.`'i 12' WATER S LIMITED TO 2,800 CJd10N5 PER MINUTE TAM NEW 12° 1 -800 -424 -5555 %i �iI' DETAIL _ v F a 19 +429 (15.0' � WA LINE IS PROJECT CAN NOT URI ) L THE 12 UNDERGROUND SERNCE (USA) w w o (1) 12'Ki2° VERTICAL CROSS (IA�yR - t1 1YAi11MER _ _ __ Is COMPLETED AND OPERATIONAL IN THE ACCESS ROAD —� ( WATER LINE FOR THE BOEING LONGA,CRfS PROJECT 7 � Z o PER RENTON SID DTL SEE 11 r- t 8' 1WITE 1W3la; - LL -.._ \ C X1L1A LOGTKIN OO�s SERVICE PANT OF \\. �} ED UNTIL _ O 2' TEMP BLOW OFF ASSEMBLY 3F�t �" has / .� SHACKLE ro CRETE DEAD eAw A 7 J co VERIFY LOC;T]& TF To CGNSTRUCnoN _ v Oz SEA BLOCK 1+64.8 (25.0' Lt) -_ _ - " i E / � I:! ! o I • \\ ; • TEIRM DETAC C.7 ¢ U �,. -- -- -6fc9 -� fl,.... GAS 'i GAS -�- -_— GA S'�� - - - -- \ \ z c O �' QAS5 GA- 5 "�AS � GAS GAS GAS -- 0 4t IF tell (d 19 LF 12 0! �, �' (SIR E19 +351 (09' RL) 1D is LF 12' a Ct52 (RJ) C152 (RJ):I NL EXISTING 12° WATER = — — — — y Y= ' t FW HYDRANT ASSEWU 1 12'x6' TEE RJ - -- - -� - - NAND VALVE z d jr 17+0411 0 LL) 24 �1 6' GATE WWOE�(RJ) - s- _ ,E. a }Rw /sw /E— so WJ� THRUST NLOCIO �\ _ T! AW �r t _ C $,y STA 19 +23. (D 5 1 I I - N 8 10 E' v _i� BLIND FLANGE tF- ' _;. 4 ! _ ,92 , s' ss 4.377E �(PRNA, .. _ 12'xt�' vLRIIC CROSSING (�F) -- - - , O q - - z; 1 12' BLIND FLANGE W/ 2' TAP d: 2' PLUG a _ .- - ._�1 _ _ l ilHffi'+t!► - ae - >•, b II €1 12' PLUG K� W/ 2- TAP & BLOW OFF - - A I ! W TEMP BLOCKING 3- -- -- _ s° I ' - at16 tr REMOVE CLEANING "POLY-PIG' RIM TO GRADE ,P1 PVC / 8; .r IE= 20.50 �_PRIV t 41� SS SEE MECH B PLANS =r t F 8 tIH #1- Ott - - MAi.1�Aw[:TibN DETAL _ I v 'rlr RIM= 25.4± AFTER ALL TESTING, CLEANING, AND j LET 16.03 8' IN�w DISINFECTING REMOVE TEMP BLOCKING 1 .. IE= 15.93 N & BLOW OFFS AND CONNECT WITH 12' I � V. ! ANb�DNStrAJ�i S HF 14 EX PISTIR s O 12 SPOOL - - y� .. - - -- . - - - AND VALVE •� - - EE 10 EXISTING s' I F S I DEE L Cat MAIN MJ do ° ..,. � � AI 12' WATER - -- —� T, ®Q � I � 15.0' WATER (tYf7CAlj [­ r t 3 / 210LF 6'SS 1.91% LH. � * l : 1r ,�t . l� I i i l � I � I..EC�� M GENERATOR ti5 - I DEfAI A BEM41� E i I I I (�) N I 5*34isol LIGHT TRANSFORMER - , w - �' ASPHALT PAVING HEAVY ASPHALT PAVING = I I I I I I CONCRETE PAYING �] ( T- No BUILDINGS $ (.v -( / b - / I / GRAVEL F $3 0 (1) Y WATER METER �` CURBING L J I� N ROCKERY CA"X3 e(�B r - -. / 0 I R SID'S' TREE 1 1 a I SEE L'SGIPE RAND FOR C NUAl10N _ OA $ ¢ AND NWAT10N DCVA DETAI 6 \ WATER LINE —w N os I s s NOjf DUE TO THE CONDITIONS OF THE ITN -sn M PER GEOTECHNCAL OBSERJATIONS I I - STORM DRAINAGE LINE —s <� : i ; (1) 2 -1/2' r TEE NELTION T StItAINED JOINT PIPE SHOULD BE USED FOR ALL WATER LIES. RESTRAINED JOINT' PIPE r W _ SH - - - - - -- i — I / S1LN1 BL EOWJ. TO US PIPE 7R -FtET( (FED LOK GASKETS ARE NOT APPROVED) THE ! „� I I � i j \ � CITY OF REMVN REWIRES THRUST BLOCKING IN ADDITION TO RJ PIPE FOR REDUNDANCY. SANfTARY SEWER LINE —ss— 1 1' TAPPED ° POWER —P -- —P— PER (fy S GAS LINE —GAS — I a s Ff -2Ft0 VERIFY FINISH FLOOR(, WATER METER/VP1VE /FH ®a 0 N w W/ ARCHI PLANS _ Iw V ! I \ / I STORM CB /NTH ■ e a� i' SEA 19+14.5 241.0' RL) o n o g TER P P SSCO I SANITARY SEWER MH/CO !` o • NOTE: ALL ON-SITE WATER LINE, I$ TO BE t -� _ a 'POLY WRAPPED' PER CITY STANDARDS 2-1/2` DOMESTIC_ A - IPoY 20.E \ — a WATER POC — 9 C0 0N' Z 0 GAS VALVE/METER RO O t E STREET LIGHT ASSEMBLY 9 Q 6' SSCO 4 RIM TO GRADE 5 °'T, ";' ` c 4 �E}) y( ASSEIJBL y ra" COrrONwcao CONSTRUCTION LIMITS o S IE= 21.33 2 'a P DETAIL 4 (2419' Rf) _• SEE DETAIL x ceS 42 LF 6' SS Checked for Compliance to City Standards r F M 0 2.00X 6' SS STUB SEE o r '` -,7 y r C- ME(21 L PLANS - �1 1 '3/ D i P v 6 01 CL5Z RJ / 0 0 1) DDCVA IN21. 4 (�)� () w % l�A u a/b /off um _�4 v 1w �\ SEEIDETAIL 25 4' p 2 12 LF 12' DI CL52 jRJ) _ - ., W PIV - _ _ _- - -- ` I _ _.._ 50' WfTL40 BUFFER 20 _- _ LF t T - -IIi ( - - --�— — �s -- - •�- �.....�- �..:�- ®. -..s -. �- - � BENCHMARKS - - - - 6 LF 4 1)f � z - - - - 1 4 90' BEND (1) (� DRIVEWAY TO TO BOEING CENTER, TOP OF MON� 790' SOUTH W/ THRUST BLOCKING (1) 12' VERTICAL CROSS (MJzFL) (Rj 12- GATE VALVES (FLxRJ) \ PER RENTON STD DTL SEE 11 1 ',GATE VALVE (FLzRJ) 2) INTERSECTION MONUMENT OAKESBALE AVE. SW AND SW 27TH ST, 2- TEMP BLOW OFF ASSEMBLY � W/ THRBST BLOCK14G TOP OF MON = 16.16' SHACI(IE TO CONCRETE DEAD -MAN BLOCK STA 19+14.1,,(252.5' RL) i STA 19 +13.5 (268.2' Rt) \ % VERTICAL DATUM = NGVD 1929 C. Ao Western Washington DPC SHEET NOTE: NOTE Renton, We OFF -SITE CUL -DE -SAC INFORMATION 6 cowcEPTLJ+J. AND 6 CURRENTLY OFF SITE GRADING WITHIN TRACT H' (STOIRMWATER POND) IS CONCEPTUAL COl9GMLIN POR7ERL4/N ®EEN 1� {y o o w o UNDER DESIGN BY OTHERS. GRADING, PAVING AND UTILITY DE30 IS AND AND IS CURRENTLY UNDER DESIGN BY OTHERS. THE DESIGN IS SUBJECT ACONSULTINGSTRUCTURAL AND CAVIL ENGINEERING CORPORATION 1 SUBJECT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT TO CHANGE AND ACTUAL FIELD CONIN IONS MAY VARY FROM WHAT IS SHOWN 413 PINE STREET - SUITE 300 C : 206/343 -0460 {�L�l r'� 1"fl \J.g 1�tjR L' Lt r.L�L\ C3.00 IS SHOWN ON THESE PLANS. ON THESE PLANS. SEATTLE, WA 90101 F. 206/343 -5691 4'6C om' o FSlONAL CPQ O7 EXPIRES 01/23/2008' w •�� ()1 - 5 saN�el DEC aAIIXU ® RO'L L 2 0.8 FER ® 55 3 Y V M 1 � Q N� - 1' 1 a r 11 N.E. 114 SEC. 25, T.23N., R.4E, WM, 208 ;� N.E. 114 SEC. 25, T,23N., R.4E_, W.Af_ EXPIRES 0I /23/2008 -� CU W•34+505 rtr+ ROLL 2 U-8 F R 515 $ d o c THE BY -PASS ASSEMBLY SHALL BE INC! LUDD A. PART OF THE DETECTOR \ DOUBLE CHECK VALVE ASSEMBLY �\ 5%& z 3/4' METER SHALL Bf SENSUS 4 "Wx6" BULL HEAD TEE, FL. SP,II WITH TO•JCHREAL� PTUC (iR /PL) TOUCH READ PIT LID SENSOR ME DER OWNED 8' -1 P 4" ADAPTER, FL.x SCREWED, ( "� MOUNTED ON STEEL PLATE / ` / ONE EACH SIDE p_. COVER THROUGH 1 -5/8' DV kcCA. CONCRETE VAULT Wf'H 2 3, 3' \ DRILLED HOLE IN COVER. I AGED STEEL PLATE COVERS DIMENSIONS 5' -0" \ \ �� 4 "x 2 1/2" FIRE DEPARTMENT DOUBLE CONNECTION FOR = 9' -C x' 2' LTII HY VAJL CO. 448A A OR `� \\ L �� STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. EQUAL TO GRINNEL FIG. 1682 WITH HOSE CAPS FIG. 1333. EQUAL a=,NC = - a�w" "\ 4' PIPE FL.x FL / / / \ �, ' -0' LONG 4' SWING TYPE GRAVITY OPERATED CHECK VALE. FL EQUAL TO MUELLER CO. A- 26OD -6 WITH BALL DRIP VALE AT BOTTOM 31- EPDXY NON- SHRINK GROUT (TYP.) _ �� 4 41PESHORT RAD UO"90' BEND FL. TEE (w , FL) L I GATE VALE (FL z M_1 j z <' 90" BEND � a �I - ✓ TO BUILDING - 12" Ali AROUND - z _ DEADMAN \ , ; - -I - BLOCK I� � REQUIRED- ' CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH. SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER UNE AND SOIL CHARACTERISTICS. P' CAST IRON CAP OR PLUG WITH 2" IPS TAP SHALL BE A ROCKWELL qgy END CAP COUPLING. 2" GALVANIZED IRON PIPE WATER MAIN /- / AS REQUIRED. - - PVT- 1 -1/2" AND 2" WATER SERVICE DETAIL w J IN UNIMPROVED RIGHT -OF- ^ CAUTION: VALE BOX SHOULD NOT REST ON ID n , WAY INSTALL METER w PIPE. LATER COMPACTION IN AREA OF VALE BOX BOX AT PROPERTY LINE COULD CAUSE THE BREAKAGE OF THE SERVICE 12" LONG COPPER TAILPIECE = ' - - s• uw ,z- uAx. o E EXPOSED F'o 4 - - BY PASS NOT ALLOWEDn V - .FOR IRRIGATION METERS 2 3 6 > > r3 CRUSHED s ' SUPPORT K BASE A DRILL 1 5/8" DIA HOLE QUICK -JOINT FOR TOUCHREAD DEVICE COUPLING x MIPT CAST !RON OR DUCTILE IRON WATERMAIN 2 -1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID NOTE: .1 F w w o w p w Z Y ¢ n O < p Q p °O O z 6 g MA ^" _ 9 d4 J w g O € CONCRETE BLOCKING -' 4 "x4 W TEE FL. L'" � PLAN �\ ALL DE LLCTOR DOUBLE CHECK VALE ASSEMBLIES SHALL \ 4" GATE VALVE MJ X FL WITH INDICATOR DOUBLE CHECK VALE ASSEMBLY INCLUDES POST INDICATOR POST VALE SAME SIZE AS COCKS, RES!UE O SEATED S-COFr VALVES AND TESL DOUBLE CHECK VALE MUELLER CO. OR EQUAL). CCCKS, AND APPROVED CROSS-CONNECTION CONTROL TWO RESIDENT SEATED SHUTOFF VALES. ( ASSEMBLIES PER DEPARTMENT OF HEALTH LATEST 4- FLANGED COUPLING 4" DUCTILE IRON CLASS 52 PIPE, APPROVED LIST ADAPTER EQUAL TO ROMAC. CEMENT LINED, LENGTH TO FT. 2" CLOSE NIPPLE // 2" 90' ELBOW J 2" GALVANIZED IRON PIPE, 12" LONG. PLAN TYPICAL RIB THE CENTER OF THE HOLE MUST BE AT LUST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE Nlli TO TIGHTEN MATERIAL CST FOR ID SERVICE: METER LOCATED N PLANTING STRIP AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. BETWEEN CURB &SIDEWALK 1. 2" TAPPED TEE, ON NEW WATER MAIN. 2. 4" LONG X 2" BRASS NIPPLE WITH THREADED ENDS (MIPT). J. 2" RESILIENT SEAT GATE VALVE WITH THREADED ENDS, SQUARE OPERATING NUT, AND VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE 8090). d = ER (y O V <'a TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 3 1-5/8" CIA DRILLED HOLE IN GOER. 3.. 36­T0 42' _ i - 4° PIPE FL . SCREW TWO PIECE CAST IRON VALE BOX VALE NUT EXTENSION IF REQUIRED EQUAL TO RICH VALE CO. STANDARD (SEE DWG BR46 / PAGE 8090) 8' TOP BECTON, WITH REGULAR INSTALL 2" 90' ELBOW, BASE SECTION ! ENGTH TO FT. SCREWED 2" PLUG, SCREWED T 18 4. TWO PIECE CAST IRON VALE BOX. STANDARD 8" TOP SECTION NOTE: WITH REGULAR BASE SECTION, LENGTH TO FIT, "LUG" TYPE ALL METER BOXES INSTALLED IN CONCRETE COVER. 2" BRASS BUSHING (MIPT X FIPT). OR PAVED DRIVEWAYS SHALL BE 5. 2 EACH 2" BRASS OR BRONZE NIPPLES 6" LENGTH, THREADED ENDS. CAST -IRON EQUAL TO OLYMPIC FOUNDARY. 2 EACH 2 " -90' BRASS OR BRONZE ELBOWS (FIPT X FIPT. EXPANSION JOINTS MUST BE INSTALLED 12" 6. 2" (MIPT) X COMPRESSION FITTING, FORD C84 -66 OR EQUAL. MINIMUM ON BOTH SIDES OF METER BOX. 7. 2" SOFT COPPER TUBING TYPE K OR BRASS NIPPLES (MIPT X MIPT), LENGTH TO FIT. 8. 2" THREADED BRASS 90' ELL. 9. 2" CUSTOMSETTER WITH BY -PASS FORD: VBH 86- 12B -11 -77 (X 17- 3/16 ") MCDONAD BRASS: 308715WDFF775 OR MUELLER B- 1427 -2 ", WITH FANGED ANGLE BALL VALVE AND PADLOCK WINGS ON o o Z y /� Q E-+ 3 Fes, r Ey W � a m CL z -z 2 a NOTE: . -2. 1. LOCATE VAULT IN PLANING AREA NOT IN PAVING. ` 2. 4" AND LARGER BENDS AND TEES i0 BE CAST IRON CEMENT LINED. _ 4" 90' BEND FIE. 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT z -" THE TIME OF INSTALLATION TO CENTER THE PIPE !N VAULT INSTALL SUMP PUMP GALVANIZED STEEL LADDER OPENING. AFTER COMPLETE INSTALLATION REMOVE THE IN VAULT TO DISCHARGE TEMPORARY SUPPORT AND INSTALL ADJUSTABLE PIPE SUPPORT. STORM WATER Y 4. GALVANIZED LADDER FOR ACCESS. G�'C 2° GALVANIZED IRON PIPE 12" LONG 2" GALVANIZED IRON PIPE AS REQUIRED. 2° VESDENT GATE VALE, SCREWED INSTALL 2" 90' ELBOW, _ /- SCREWED 2" GALVANIZED IRON PIPE AS REQUIRED. ELEVATION INLET, AND ANGLE CHECK VALVE PADLOCK WINGS. CUSTOMSETTER SSHALLTHA HAVE VERTICAL INLET PAND OUTLET. 10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY CONTRACTOR. 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON PAYMENT OF ALL RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND PURITY TESTS. 12. 17 °X30" PLASTIC METER BOX EQUAL TO MID - STATES PLASTICS, INC. BCF SERIES MSBCE 1730 -18 WITH 2" THICK DUCTILE IRON DAINC. PLATE COVER 18 "X31" EQUAL TO MID - STATES PLASTICS, INC. MSCBC- 1730 -R WITH COUPLING DRILLED MPRE HOLE FOR TOUCHREAD PIT LID, AND METER READ LID. 13. 2" COUPLING (COMPRESSION X FIPT) WITH 2" PLUG (MIPT), FORD C -14 -66 OR EQUAL. THE PROPERTY OWNER IS RESPONSIBLE FOR ADJUSTABLE STEEL PIPE 5. AFTER FEUD INSTALLATION, MAIN DDCVA AND 8Y -PASS DCVA COMPACTED FOUNDATION MUST BE TESTED SATISFACTORILY 9Y A DEPT. OF HEALTH GRAVEL SUPPORT, STANCHIONS BOLTED CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE END VIEW TO FLOOR SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING N 1 DEPT. PRIOR TO ACTIVATION OF NEW UNE ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. MATERIAL UST FOR 1 -1/2" SERVICE: METER LOCATED IN PLANING STRIP BETWEEN CURB & SIDEWALK mg i4 ? d 0 NIP Y 6. INSTALL BRASS PLUCS AT ALL TEST COCKS M p NTS [G) 4' LJLJCV Assembly v pry�y�pry ry p�,,',L NTS �z^"�� W' `� ��I A�j� 7 I. 4?"LONG X 2" BRASS NIPPLE TAPPED TEE ON NEW WATER MAIN. 3.2" RESILIENT SEAT GATE VALVE WWTHTTHREADED EENDS, SQUARE OPERATING NUT, AND ' VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE 8090). 4. TWO PIECE CAST IRON VALE BOX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, LENGTH TO FIT, "LUG" TYPE COVER. oG `a Sy 5. 2" X 1 -1/2" HEX BRASS BUSHING (MIPT X FIPT). 2 EACH 1 -1/2" BRASS OR BRONZE NIPPLES 6" LENGTH, THREADED ENDS. 2 EACH 1- 1/2 -90' BRASS OR BRONZE ELBOWS (FIPT X FIPT). 6. 1 -1/2" (MIPT) X COMPRESSION FITTING, FORD C84 -66 OR EQUAL. 7. 1 -1/2" SOFT COPPER TUBING TYPE K OR BRASS NIPPLES (MIPT X MIPT), LENGTH TO FIT. 8. 1-1/2" THREADED BRASS 99 ELL, FOR FORD L44 -77 OR EQUAL. e e g w :N B o s FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 18" TO 20" BEHIND BACK OF CURB OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 OR 12' BEHIND BACK OF SIDEWALK AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT THAT IS ADJACENT TO CURB INLET WITH LUGS. 5 -1/4" MAIN VALVE OPENING- TWO 2 -1/2" HOSE CONNECTIONS TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH X 5" STORTZ, ATTACHED WITH 1/8' STAINLESS STEEL CABLE. TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE 1-1/4- PENTAGON OPERATING NUT. FIRE HYDRANT TO BE MAX 4 DWG BR46 / PAGE 8090. / ) PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE MIN 2 PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL RAISED PAVEMENT MARKER TYPE 88 AS PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. �� STIMSONITE TWO -WAY BLUE. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. \` '� -�� 42" MIN CONCRETE BLOCKING t, BURY CONCRETE BLOCKING Y - 1 _ j I /\ T TEMPORARY 2" GALVANIZED PIPE FINISHED GRADE ELEVATION AND 2" GATE VALVE 9. 1 -1/2" CUSTOMSETTER WITH BY -PASS FORD: VBH 86- 128 -11 -66 (X 13- 3/16 "), MCDONALD BRASS: 30B612WOFF665 OR MUELLER B- 1427 -1 1/2 ", WITH FLANGED ANGLE BALL VALVE AND PADLOCK WINGS ON INLET, AND ANGLE CHECK VALVE OUTLET, BALL VALVE ON BYPASS WITH PADLOCK WINGS. CUSTOMSETTER SHALL HAVE VERTICAL INLET AND OUTLET. 10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY CONTRACTOR. 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON PAYMENT OF ALL RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND PURITY TESTS. 17 "X30" PLASTIC METER BOX EQUAL TO MID- STATES PLASTICS, INC. BCF SERIES 12. MSBCF 1730 -18 WITH 2" THICK DUCTILE IRON DAMOND PLATE COVER 18 "X31" EQUAL TO MID - STATES PLASTICS, INC. MSCBC- 1730 -R WITH 1 -5/8° DRILLED HOLE FOR COUPLING C PIT LID. 13. 1 -1/2" COUPLNG (COMPRESSION X FIPT) WITH 1 -1/2" PLUG (MIPT), FORD C -14 -66 DR EQUAL. THE PROPERTY OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. ' 1150 NTS a a w F- o %� ��\ /��; /� /\ �/� ' " /,j�i" INSTALL 2" PLUG ON TOP BLIND FLANGE 3 FT MIN. COVER 10 -INCH DIAMETER AND UNDER) / AFTER REMOVAL OF POLYPIG 4 FT MIN. COVER �72 -INCH DIAMETER AND OVER) / DID - o - -1 CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. ';`\ 6" GATE VALVE (FL X MJ) NEW WATER MAIN POLYPIG *S L, Water �� AWWA C -509, RESILIENT SEAT Checked for Compliance to City Standards z 16" x 8' x 4" MWINUM 6" DUCTILE IRON PIPE, CLASS 52 Y CONCRETE BLOCK CEMENT LINED, LENGTH TO FIT TWO + + UNDER HYDRANT 3/4° STEEL TIE RODS. SEE STD (� DETAIL FOR TIE RODS. o 0 5 0 (n N FNS 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ") FIRE HYDRANT ASSEMBLY Fire Hydrard Asse"Qetal 1O 1 COUGHLINPORTERLUNDEEN CONSULTING STRUCTURAL AND 4 413 PINE STREET -SUITE 300 Water Man PO Station CIVIL ENGINEERING CORPORATION P 206/343-0460 4+ ' !'p� w4y�Ole � y Western Washington Renton, DPC Wa SHEET C3.10 WATER AND SEWER DETAILS' SEATTLE, WA 98101 F. 2061343 -5691 k f65' 7 p0 `� F'PSIONAL eNc?� © 3.J EXPIRES 0I /23/2008 -� CU W•34+505 rtr+ ROLL 2 U-8 F R 515 G Y M s s I h a MANHOLE FRAME AND COVER Ran h 0 6" SEE DRAWING BR29 - 2 �y Z (SP PAGE 8074) i BLOCK BASE 0 ® 12" MAX. 4" �[) r 3 - ADJUSTMENT (4" MIN.) W C H ::: CONE E'1 W ,D, h 1 1 � RUBBER GASKETED JOINTS IN m c � ACCORDANCE WITH A -443 D. CALCULATION EQUATIONS C. I. Area of Concrete (A) = Thrust (In Pounds _ T Thrust at Fittings in Pounds N.E. 114 SEC. 25, T.23N_, R.4E., W.A1. 11 2,120 1,630 830 430 o 11 fl 3.780 3/4" SQUARES SPACED - 3/4' 2,910 6,510 1,470 3,320 CONCRETE BLOCKING SIZING PROCEDURE •1 11 ° .1 .. 5,880 3,020 AS INDICATED - HT 1/8'. 275 250 - CONCRETE CLASS 300D A. GENERAL THE AMOUNT OF CONCRETE REQUIRED TO ANCHOR HORIZONTAL BENDS, - Go to Table 2: Table 2 Ives the safe bearing load for 9' 9 3,000 lbs. /sT ft. 8,430 13,260 i✓ s $ Y 620 ❑ 41 :11 ' / TEES, AND DEAD ENDS DEPENDS ON THE STRENGTH OF THE SOIL. THE METHODS OF PLACING CONCRETE TO KEEP THE ACCESSIBLE IS sand and gravel: - Go to Figure 1: figure 1 Indicates the position g 9 p 45,250 i 50,900 111 ❑ ❑ ❑ ❑ ❑ 17,650 19,860 •11 0,180 1' -0" JOINT SHOWN IN FIGURE 1. THE AREA IN SQUARE FEET OF CONCRETE WHICH of the concrete for blocking the 90' bend. 48,080 24,520 ❑ ❑ ❑ 11 11 11 I NG MUST BEAR AGAINST THE SIDE OF THE TRENCH IS FOUND BY DIMMING Go to the specifications of the project and find d depth of trench (h) = 4 feet 35,320 8,100 1 13 ❑ ❑ 141,370 203,580 ' 1 II 4 THE THRUST IN POUNDS SHOWN IN TABLE 1 BY THE SAFE BEARING LOAD - Width of trench (W) = 3 feet L U ❑ ` 1" , F� -3/4" 12 "8 OF THE SOIL AS SHOWN IN TABLE 2. B. CRITERIA With the above assembled information, w / t. THE SIZING PROCEDURE !S FOR HORIZONTAL OR DOWNWARD we proceed to the final calculations: w o COVER, TO READ, 'SEWER -� RAISE -1/2" FIBER JOINT PACKING- THRUST ONLY. 3- Z p O LU , W F_ IN RAISED �ET1E� NOTES: 1" WIDE BORDER. 2. HEIGHT OF THE THRUST BLOCK MUST BE EQUAL TO OR LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK BASE - Area of Concrete (A) = Thrust = 21 360= 7.12 sq ft. .. Sale Bearing Load 3,000 p w Z p I. IN UNIMPROVED AREAS POUR 1 -0` THICK 7 -0 SCC'AI?E 3. THE THRUST BLOCK BEARING FACE IS APPROXIMATELY Y U = Z CONCRETE, CLASS 3000, PAD AROUND RING AND _GV R 10.. RECTANGULAR. Depth of Trench in Feet QZ Q m zo 2. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUi RING - - - -- • P IRE MATERIAL = PVC SOR 35 45' (1/8) BEND 4. THE CONCRETE BLOCKING SHALL BE AS PER APWA SPECIFICATION 74 -2.14. 2 - Maximum Height of Thrust Block (Han) = h q _ - 2.0 ft. AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. C. SYMBOLS 2 2 _ D = OUTSIDE DIAMETER OF PIPE IN FEET 5/8' T = THRUST IN POUNDS AT THE FfTTING (TABLE I) SHE SAFE BEARING LOAD IN POUNDS FT. (TABLE 2) Depth of Concrete Thrust Block (Dc) r = /SO. TRENCH = Width of Trench in Feet (W) - Outside Diameter of Pipe (d) t 1 2 -7 8 4�' H = DEPTH OF IN FEET W = WIDTH OF TRENCH IN FEET A = AREA OF CONCRETE WHICH MUST BEAR AGAINST 2 = 3 - 0.75 = 1.13 ft. 2 Area of Concrete Im 111 ® 115 1 I ,., I 6 THE SIDE OF THE TRENCH IN SO. FT - Maximum Length of Thrust Block (Lm) = Height of Concrete Y �i �! .� HM = MAXIMUM HEIGHT OF THE THRUST BLOCK IN FEET DC = DEPTH OF THE CONCRETE THRUST BLOCK TO = A = 7.12 = 3.56 ft. Ban 2.0 ac 7 -�74 -'4 - BEARING SURFACE IN FEET LM = MAXIMUM LENGTH OF THE THRUST BLOCK IN FEET - Required Amount of Concrete - (Height x Depth x Length) x 0.03704 o -- PLUG TO BE SEALED = (Hm x Lm x Dc) x 0.03704 IN SAME MANNER AS (( �6d x 1.13) x 0.03704 = R 15" _ - -- �` I - - _ - - MAIN SEWER JOINTS. NTS = 0230 cu3. _ CAST IRON RING AND COVER �+,, �.'„ Sanivy Sewer Clem t 2 TABLE I GROUND SURFACE h a MANHOLE FRAME AND COVER Ran h 0 6" SEE DRAWING BR29 - 2 �y Z (SP PAGE 8074) i BLOCK BASE 0 ® 12" MAX. 4" �[) r 3 - ADJUSTMENT (4" MIN.) W C H ::: CONE E'1 W ,D, h 1 1 � RUBBER GASKETED JOINTS IN m c � ACCORDANCE WITH A -443 D. CALCULATION EQUATIONS C. I. Area of Concrete (A) = Thrust (In Pounds _ T STEPS - 3/4" DEFORMED BAR Safe Bearing Load (In Pounds /Sq. Ft.) SBL _ STEPS SHALL BE INCLUDED 2. Maximum Height of Thrust Block (Hm) = Depth of Trench in Feet = h TABLE 2 6 -1 2 -- 2 Z - -o �� c / " Safe Bearing Loads in Lb./Sq. FL CONCRETE RISER BY PIPE INC., SNidth of Trench in Feet - The safe bearing loads given in the following table are for 7' MIN. OR APPROVED EQUAL. lOutside Diameter of Pipe in Feet) = W -d horizontal thrusts when the depth of cover over the pipe 'A' 3. Depth of Concrete Thrust Block = exceeds 2 feet. 2 2 _ Area of Concrete _ A Safe Bearing Load 4. Maximum Length of Thrust Block (Lm) - SOIL Lb. per Sq. Ft. Maximum Height Ban L111 peat, etc. 0 $9 a o 12" (TYR) MAX. PIPE SIZE - 'E' 5. Required Amount of Concrete (Cu. Yd.)_ Height x Depth x Length) x 0.03704 Soft Clay 1,000 - �Hm x Lm x Dc) x 0.03704 Sand 2,000 E EXAMPLE Sand and Gravel 3,000 (ADDER -STD. ALUMINUM OR Sand and Gravel Cemented with Clay 4,000 GALVANIZED STEEL Hard Shale 10,000 MORTAR FILLET 1. Problem: CONCRETE SHELF Calculation of the amount of concrete required to block a 90 bend in an 8" z'2 C.I. water main; the normal operating pressure in the pipe will be 65 psi 'In muck or peat, all thrusts shall be restrained by piles or 19 PRECAST BASE SECTION OR and the sail condition in the area indicates sand and grovel. tie rods to solid foundations or by removal of muck - A CAST IN SHELF. or peat al and replacement with ballast of sufficient Solution: stability to resist thrusts. - Maximum testing pressure (See Table 1) = 300 psi. 'B' - Outside diameter of 8" pipe = 9.05 in. = 9.05/12 " - Go to Table 1: The testing pressure of 300 psi, we see 6" MIN. (TYP) that the thrust on a 90' bend is 21,360 pounds. G SANITARY MANHOLE TYPICAL DETAIL w REQUIRED PAVEMENT RESTORATION NOT TO SCALE e PER CITY OF RENTON TRENCH RESTORATION AND STREET OVER SAWCUT (TYR) APPLY g $ b $ RED'S JOINT SEALANT AR4000W - 12" TO TOP AND TACK COAT Of TO SIDES A' B' C' 0- SURFACE RESTORATION MINI EXIST PAVEMENT a I AS SPECIFIED SURFACE 48" MH 48" 6" MIN. 5 "MIN 24' MIN. 21" I.D. 11 -1/4' 90' BEND _ 54" MIT 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. w MOUND 4" MIN , �: 60" MIT 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. CAP a ` ` '`���� � ���` `NEAT -LINE TRENCH (11P) WHEN 22 -1/2' "GRAVEL BORROW" PER DEPTH IS LESS THAN 4 FT NOTES: FIGURE 1 WSDOT STD SPEC 9-03.14 MAX "CRUSHED SURFACING -TOP COMPACT TO 909 OF MAX `� PER WSDOi STD SPEC 1. STEPS TO BE 3/4° 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 'a' MIN COURSE" NOTE: FOR CONVEX VERTICAL BENDS BLOCKING m DENSITY 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. SEE APWA STANDARD PLAN N0. 73. \-` MAX DENSITY, COMPACT TO 959 3. CASTING TO BE PER DRAWING BR29. ^,, NITS r/ MAX DENSITY, SEE NOTE 2 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. CAI1Crete tOC�CIt1Q Cnev� ��e 1L., i o Y BENCH AS NEEDED FOR "GRAVEL BORROW" PER WSDOT 5. ALL JOINTS SHALL BE GROUTED. 8 R! SHORING OR TRENCH BOX \ STD SPEC 9- 03.14. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, (TYR) WHEN DEPTH IS 4' COMPACT TO 959 OF MAX COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR _ AND GREATER DENSITY, SEE NOTE 2 APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. ���0 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. Checked for Compliance to City Standards "BEDDING MATERIAL 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL BE A MINIMUM 60" DIAMETER ti Z 0 AND HAVE A "SUREIRACK° CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. 0 COMPACT TO 959 OF MAX SEEN E 1 TEE 45' BEND o NOTES: DENSITY UNPAVED AREAS PAVED AREAS ,,,� „� ApNrs 5 MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE Swiwy Sewer Mm ° 44 10 ' 30" FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER. N o ' OD PLUS 16" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER. N WHERE TRENCH IS PERPENDICULAR TO TRAVELED LANES, RACKFILL V�' pQ Western Washington DPC SHEET FULL DEPTH WITH CRUSHED SURFACING -TOP COURSE. WHERE COUGHLIN P®RTERLUNtDEEN 0". %°p' Renton, We o TRENCH IS PARALLEL TO TRAVELED LANES, BACKFILL THE TOP _ $ 4' OF TRENCH TO SUBGRADE WITH CRUSHED SURFACING -TOP A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION sTE 0 F.- COURSE. SUITABLE EXCAVATED MATERIAL MAY BE USED 413 PINE STREET - SUITE 300 P 2061343 -8460 WATER AND SEWER DETAII.S Z PROVIDED 957, MAX. COlAPACTION DENSITY CAN BE ACHIEVED. Tre(1�1 NTS SEATTLE, WA98I01 F. 206/343 -5691 ��6577¢p �� o yWw NAL e� �7 EXPIRES 01/23/2008 .. i.' p. 5,2A�Cnd:. wad AY MIIY �', RO L 20.8 ■ FR5`51.6' Thrust at Fittings in Pounds 11 2,120 1,630 830 430 11 fl 3.780 2,910 6,510 1,470 3,320 750 1,700 •1 11 15,100 .1 11,550 5,880 3,020 275 250 21,620 33,939 1 1 16,540 25,950 8,430 13,260 4,330 780 1 620 1 ••111 41 :11 40 ' 11 45,250 i 50,900 111 34,620 38,940 17,650 19,860 •11 0,180 200 62,840 48,080 24,520 2,560 11 90,48G 69,200 35,320 8,100 1 11 11 141,370 203,580 ' 1 10811,150 •1 55140 9411 8,280 0,720 STEPS - 3/4" DEFORMED BAR Safe Bearing Load (In Pounds /Sq. Ft.) SBL _ STEPS SHALL BE INCLUDED 2. Maximum Height of Thrust Block (Hm) = Depth of Trench in Feet = h TABLE 2 6 -1 2 -- 2 Z - -o �� c / " Safe Bearing Loads in Lb./Sq. FL CONCRETE RISER BY PIPE INC., SNidth of Trench in Feet - The safe bearing loads given in the following table are for 7' MIN. OR APPROVED EQUAL. lOutside Diameter of Pipe in Feet) = W -d horizontal thrusts when the depth of cover over the pipe 'A' 3. Depth of Concrete Thrust Block = exceeds 2 feet. 2 2 _ Area of Concrete _ A Safe Bearing Load 4. Maximum Length of Thrust Block (Lm) - SOIL Lb. per Sq. Ft. Maximum Height Ban L111 peat, etc. 0 $9 a o 12" (TYR) MAX. PIPE SIZE - 'E' 5. Required Amount of Concrete (Cu. Yd.)_ Height x Depth x Length) x 0.03704 Soft Clay 1,000 - �Hm x Lm x Dc) x 0.03704 Sand 2,000 E EXAMPLE Sand and Gravel 3,000 (ADDER -STD. ALUMINUM OR Sand and Gravel Cemented with Clay 4,000 GALVANIZED STEEL Hard Shale 10,000 MORTAR FILLET 1. Problem: CONCRETE SHELF Calculation of the amount of concrete required to block a 90 bend in an 8" z'2 C.I. water main; the normal operating pressure in the pipe will be 65 psi 'In muck or peat, all thrusts shall be restrained by piles or 19 PRECAST BASE SECTION OR and the sail condition in the area indicates sand and grovel. tie rods to solid foundations or by removal of muck - A CAST IN SHELF. or peat al and replacement with ballast of sufficient Solution: stability to resist thrusts. - Maximum testing pressure (See Table 1) = 300 psi. 'B' - Outside diameter of 8" pipe = 9.05 in. = 9.05/12 " - Go to Table 1: The testing pressure of 300 psi, we see 6" MIN. (TYP) that the thrust on a 90' bend is 21,360 pounds. G SANITARY MANHOLE TYPICAL DETAIL w REQUIRED PAVEMENT RESTORATION NOT TO SCALE e PER CITY OF RENTON TRENCH RESTORATION AND STREET OVER SAWCUT (TYR) APPLY g $ b $ RED'S JOINT SEALANT AR4000W - 12" TO TOP AND TACK COAT Of TO SIDES A' B' C' 0- SURFACE RESTORATION MINI EXIST PAVEMENT a I AS SPECIFIED SURFACE 48" MH 48" 6" MIN. 5 "MIN 24' MIN. 21" I.D. 11 -1/4' 90' BEND _ 54" MIT 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. w MOUND 4" MIN , �: 60" MIT 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. CAP a ` ` '`���� � ���` `NEAT -LINE TRENCH (11P) WHEN 22 -1/2' "GRAVEL BORROW" PER DEPTH IS LESS THAN 4 FT NOTES: FIGURE 1 WSDOT STD SPEC 9-03.14 MAX "CRUSHED SURFACING -TOP COMPACT TO 909 OF MAX `� PER WSDOi STD SPEC 1. STEPS TO BE 3/4° 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 'a' MIN COURSE" NOTE: FOR CONVEX VERTICAL BENDS BLOCKING m DENSITY 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. SEE APWA STANDARD PLAN N0. 73. \-` MAX DENSITY, COMPACT TO 959 3. CASTING TO BE PER DRAWING BR29. ^,, NITS r/ MAX DENSITY, SEE NOTE 2 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. CAI1Crete tOC�CIt1Q Cnev� ��e 1L., i o Y BENCH AS NEEDED FOR "GRAVEL BORROW" PER WSDOT 5. ALL JOINTS SHALL BE GROUTED. 8 R! SHORING OR TRENCH BOX \ STD SPEC 9- 03.14. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, (TYR) WHEN DEPTH IS 4' COMPACT TO 959 OF MAX COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR _ AND GREATER DENSITY, SEE NOTE 2 APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. ���0 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. Checked for Compliance to City Standards "BEDDING MATERIAL 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL BE A MINIMUM 60" DIAMETER ti Z 0 AND HAVE A "SUREIRACK° CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. 0 COMPACT TO 959 OF MAX SEEN E 1 TEE 45' BEND o NOTES: DENSITY UNPAVED AREAS PAVED AREAS ,,,� „� ApNrs 5 MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE Swiwy Sewer Mm ° 44 10 ' 30" FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER. N o ' OD PLUS 16" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER. N WHERE TRENCH IS PERPENDICULAR TO TRAVELED LANES, RACKFILL V�' pQ Western Washington DPC SHEET FULL DEPTH WITH CRUSHED SURFACING -TOP COURSE. WHERE COUGHLIN P®RTERLUNtDEEN 0". %°p' Renton, We o TRENCH IS PARALLEL TO TRAVELED LANES, BACKFILL THE TOP _ $ 4' OF TRENCH TO SUBGRADE WITH CRUSHED SURFACING -TOP A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION sTE 0 F.- COURSE. SUITABLE EXCAVATED MATERIAL MAY BE USED 413 PINE STREET - SUITE 300 P 2061343 -8460 WATER AND SEWER DETAII.S Z PROVIDED 957, MAX. COlAPACTION DENSITY CAN BE ACHIEVED. Tre(1�1 NTS SEATTLE, WA98I01 F. 206/343 -5691 ��6577¢p �� o yWw NAL e� �7 EXPIRES 01/23/2008 .. i.' p. 5,2A�Cnd:. wad AY MIIY �', RO L 20.8 ■ FR5`51.6' ° a a" mnonw000 I ifi �, aumm�am I � � ,y = SHACKLE TO CONCRETE DEAVIAAN '� O LU z m BLOCK Off a STA 16 +64.8 (25.0' Lt.) �IDd -- o mom ;y J 6w i __ J i w w Q O Z S 1/6 _ a 0 0 Q E I\ 4 E wNy c t, E5 _ �I C Ai 3 o ai 11 3 - - Ql yy ` e = PIP \� o R y � 6 a Dd 1 I I t r; I T' ��IfnIf - GAS ..,:u..sr,.: x,e. _.�z�.. ..:Y.:tlb, .4Qt sr �..:.ur,`�+f- �.�'f�r�' ° �•!'b x,. .. ., ..S s:. ,! #u7. �� W/ � RUSf OCKiN J) >a aI> 23' ER; NOTE. NOTE. OFF -SITE CUL -DE -SAC INFORMATION IS CONCEPTUAL AND IS CURRENTLY OFF -SITE GRADING WITHIN 'TRACT H' (STORMWATER POND) IS CONCEPTUAL o o UNDER DESIGN BY OTHERS. GRADING, PAVING AND UTILITY DESIGN IS AND AND IS CURRENTLY UNDER DESIGN BY OTHERS. THE DESIGN IS SUBJECT SUBJECT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT IS SHOWN IS SHOWN ON THESE PLANS ON THESE PLANS. I I I L o `5 m N ` I r- 4" FIRE SERVICE b ; WATER POC '- b 2 -1/2° DOMESTIC--\ WATER POC -. L / 6' 5600` RIM TO GRADE IE= 21.33 •_ SEE DETAIL' a 42 LF 6" 6, Gs STUB J� K^' - 2.00% NA SEE MECH'L PANS PN (i} (DDGVA IM At SEE DEAL a {>7 3p 25 4" DI 2 i i LF 172- 4' DP .S` RJ __E �, C 2 (RJ) 4 90• BEND RJ fl THRUST BLOCKING (t) 12" VERTICAL CROSS (MJxFL) PER RENNTON STD DTL. SEE 71 2' TEMP BLOW OFF ASSEMBLY C3v10 SHACKLE TO CONCRETE DEAD -MAN BLOCK STA 19 +13.5 (268.2' Rt.) J / /v/� / \\ 'XI N.E. 114 SEC. 25, T.23N., R.4E., W.M 0 10 20 40 No Call \ SCALE lw =20' before you 4OFR POSED 12" WATER MAIN TO BE INSTALLED BY OTHERS (NIC). /x^� D ;9 CONJUNCTION WTIN ROADWAY & UTILTIIES IMPROVEMENTS FOR,86EING , ` 8 -1 -1 or ONGACRES PARK SUBDMSION. MAXIMUM AVAILABLE FLOW RAkE FROM NEW 2" WATER IS LIMITED TO 2,800 GALLONS PER MINUTE O M). NEW 12" / 1 -800- 424 -5555 ATER LINE FOR THIS PROJECT CAN NOT BE PRESS ZED UNTIL THE I2" UNDERGROUND SERVICE (USA) ATER LINE FOR THE BOEING LONGACRES PRO�wr IN THE ACCESS ROAD COMPLETED AND OPERATIONAL /ti 4TION 0 P SERVICE Y LUJI PRIOR TO / TESTWG DETAL GAS ' / GASSY ��_(,"_ .r.� — -- - -- w -- ' -mow =— -- -- - w -- !ig _ W_ A (1) FIRt RYbRANT ASSEMBLY 19 LF 12 DI'I ��� \'„ T 9 +35.2 (0.9' S s / 44 10' �- CL52 EXISTING 12" WATER SEE DETAIL _ �G - ,, .r MAIN AND VALVE !y {I 11 if I I I' 15:0' WATER E — 210 LF 6" --(PRIVATE)- 1.91% SIA 1 x F3 6+ Sc o m ' RIM T 49s IE= i SEU A SAI SEE I iV21 CL52 (RJ) 12 LF 12" DI 652_(RJr 12 "0• TEE (RJ) 9w 12" GATE VALVES (FLxRJ) 4 "GATE VALVE (FI.xRJ) THRUST BLOCKING 19 +14.i. (252.5' Rt.l COUGHLIN PORTERLUN®EEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 2061343 -0460 SEATTLE. WA 98101 F: 206!343 -5691 >Gkil» 12 "x12" VERTICAL CROSSING (MJxFL) 12• BLIND FLANGE 12" BLIND RANGE W/ 2" TAP & 2" PLUG -- _ - 1 12" PLUG (MJ) W/ 2- TAP & BLOW OFF W/ TEMP BLOCKING REMOVE CLEANING "POLY -PIG' III / M1 W - 48'I� ' I I III i _ FINI& COM4 C" DETAL RIY,1= 25.41 ''''''1111 1 I -_ - AFTER ALL TESTING, CLEANING, AND i IIEt 16.03 8" IN I ' I , _ DISINFECTING REMOVE TEMP BLOCKING I TIE 15.93 8 "�O l / I & BLOW OFFS AND CONNECT WITH 12" (` 0� NEEtIFY LOCAi10 E &$ STUB SLEEVE (MJ) & 12" SPOOL 2�f4i 3910 AN INSTALL SS 0 p (PIPE I f DETNL 10 c � I WATER TESTED � EXISTING 12" WATER 0 I I I i ! I BY 4-17-08 PAT D. __. ... )/ ) MAIN AND VALVE I? h F V TESTED ( �. 4 -96-08 { I 1 1 1 1 YY BY {PAT D. I ( I §TBR. SIONA.L _ 1/21/2010 � W U ' ' (1) 12 "X12" VERTICAL CROSS (MJ FL) OD CD r- ( PER RENTON STD DTL. SEE 11 2' TEMP BLOW OFF ASSEMBLY C3v10 - GAS ..,:u..sr,.: x,e. _.�z�.. ..:Y.:tlb, .4Qt sr �..:.ur,`�+f- �.�'f�r�' ° �•!'b x,. .. ., ..S s:. ,! #u7. �� W/ � RUSf OCKiN J) >a aI> 23' ER; NOTE. NOTE. OFF -SITE CUL -DE -SAC INFORMATION IS CONCEPTUAL AND IS CURRENTLY OFF -SITE GRADING WITHIN 'TRACT H' (STORMWATER POND) IS CONCEPTUAL o o UNDER DESIGN BY OTHERS. GRADING, PAVING AND UTILITY DESIGN IS AND AND IS CURRENTLY UNDER DESIGN BY OTHERS. THE DESIGN IS SUBJECT SUBJECT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT IS SHOWN IS SHOWN ON THESE PLANS ON THESE PLANS. I I I L o `5 m N ` I r- 4" FIRE SERVICE b ; WATER POC '- b 2 -1/2° DOMESTIC--\ WATER POC -. L / 6' 5600` RIM TO GRADE IE= 21.33 •_ SEE DETAIL' a 42 LF 6" 6, Gs STUB J� K^' - 2.00% NA SEE MECH'L PANS PN (i} (DDGVA IM At SEE DEAL a {>7 3p 25 4" DI 2 i i LF 172- 4' DP .S` RJ __E �, C 2 (RJ) 4 90• BEND RJ fl THRUST BLOCKING (t) 12" VERTICAL CROSS (MJxFL) PER RENNTON STD DTL. SEE 71 2' TEMP BLOW OFF ASSEMBLY C3v10 SHACKLE TO CONCRETE DEAD -MAN BLOCK STA 19 +13.5 (268.2' Rt.) J / /v/� / \\ 'XI N.E. 114 SEC. 25, T.23N., R.4E., W.M 0 10 20 40 No Call \ SCALE lw =20' before you 4OFR POSED 12" WATER MAIN TO BE INSTALLED BY OTHERS (NIC). /x^� D ;9 CONJUNCTION WTIN ROADWAY & UTILTIIES IMPROVEMENTS FOR,86EING , ` 8 -1 -1 or ONGACRES PARK SUBDMSION. MAXIMUM AVAILABLE FLOW RAkE FROM NEW 2" WATER IS LIMITED TO 2,800 GALLONS PER MINUTE O M). NEW 12" / 1 -800- 424 -5555 ATER LINE FOR THIS PROJECT CAN NOT BE PRESS ZED UNTIL THE I2" UNDERGROUND SERVICE (USA) ATER LINE FOR THE BOEING LONGACRES PRO�wr IN THE ACCESS ROAD COMPLETED AND OPERATIONAL /ti 4TION 0 P SERVICE Y LUJI PRIOR TO / TESTWG DETAL GAS ' / GASSY ��_(,"_ .r.� — -- - -- w -- ' -mow =— -- -- - w -- !ig _ W_ A (1) FIRt RYbRANT ASSEMBLY 19 LF 12 DI'I ��� \'„ T 9 +35.2 (0.9' S s / 44 10' �- CL52 EXISTING 12" WATER SEE DETAIL _ �G - ,, .r MAIN AND VALVE !y {I 11 if I I I' 15:0' WATER E — 210 LF 6" --(PRIVATE)- 1.91% SIA 1 x F3 6+ Sc o m ' RIM T 49s IE= i SEU A SAI SEE I iV21 CL52 (RJ) 12 LF 12" DI 652_(RJr 12 "0• TEE (RJ) 9w 12" GATE VALVES (FLxRJ) 4 "GATE VALVE (FI.xRJ) THRUST BLOCKING 19 +14.i. (252.5' Rt.l COUGHLIN PORTERLUN®EEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 2061343 -0460 SEATTLE. WA 98101 F: 206!343 -5691 >Gkil» 12 "x12" VERTICAL CROSSING (MJxFL) 12• BLIND FLANGE 12" BLIND RANGE W/ 2" TAP & 2" PLUG -- _ - 1 12" PLUG (MJ) W/ 2- TAP & BLOW OFF W/ TEMP BLOCKING REMOVE CLEANING "POLY -PIG' III / M1 W - 48'I� ' I I III i _ FINI& COM4 C" DETAL RIY,1= 25.41 ''''''1111 1 I -_ - AFTER ALL TESTING, CLEANING, AND i IIEt 16.03 8" IN I ' I , _ DISINFECTING REMOVE TEMP BLOCKING I TIE 15.93 8 "�O l / I & BLOW OFFS AND CONNECT WITH 12" (` 0� NEEtIFY LOCAi10 E &$ STUB SLEEVE (MJ) & 12" SPOOL 2�f4i 3910 AN INSTALL SS 0 p (PIPE I f DETNL 10 c � I WATER TESTED � EXISTING 12" WATER 0 I I I i ! I BY 4-17-08 PAT D. __. ... )/ ) MAIN AND VALVE I? h F V TESTED ( �. 4 -96-08 { I 1 1 1 1 YY BY {PAT D. I ( I §TBR. SIONA.L _ 1/21/2010 >a aI> 23' ER; NOTE. NOTE. OFF -SITE CUL -DE -SAC INFORMATION IS CONCEPTUAL AND IS CURRENTLY OFF -SITE GRADING WITHIN 'TRACT H' (STORMWATER POND) IS CONCEPTUAL o o UNDER DESIGN BY OTHERS. GRADING, PAVING AND UTILITY DESIGN IS AND AND IS CURRENTLY UNDER DESIGN BY OTHERS. THE DESIGN IS SUBJECT SUBJECT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT IS SHOWN IS SHOWN ON THESE PLANS ON THESE PLANS. I I I L o `5 m N ` I r- 4" FIRE SERVICE b ; WATER POC '- b 2 -1/2° DOMESTIC--\ WATER POC -. L / 6' 5600` RIM TO GRADE IE= 21.33 •_ SEE DETAIL' a 42 LF 6" 6, Gs STUB J� K^' - 2.00% NA SEE MECH'L PANS PN (i} (DDGVA IM At SEE DEAL a {>7 3p 25 4" DI 2 i i LF 172- 4' DP .S` RJ __E �, C 2 (RJ) 4 90• BEND RJ fl THRUST BLOCKING (t) 12" VERTICAL CROSS (MJxFL) PER RENNTON STD DTL. SEE 71 2' TEMP BLOW OFF ASSEMBLY C3v10 SHACKLE TO CONCRETE DEAD -MAN BLOCK STA 19 +13.5 (268.2' Rt.) J / /v/� / \\ 'XI N.E. 114 SEC. 25, T.23N., R.4E., W.M 0 10 20 40 No Call \ SCALE lw =20' before you 4OFR POSED 12" WATER MAIN TO BE INSTALLED BY OTHERS (NIC). /x^� D ;9 CONJUNCTION WTIN ROADWAY & UTILTIIES IMPROVEMENTS FOR,86EING , ` 8 -1 -1 or ONGACRES PARK SUBDMSION. MAXIMUM AVAILABLE FLOW RAkE FROM NEW 2" WATER IS LIMITED TO 2,800 GALLONS PER MINUTE O M). NEW 12" / 1 -800- 424 -5555 ATER LINE FOR THIS PROJECT CAN NOT BE PRESS ZED UNTIL THE I2" UNDERGROUND SERVICE (USA) ATER LINE FOR THE BOEING LONGACRES PRO�wr IN THE ACCESS ROAD COMPLETED AND OPERATIONAL /ti 4TION 0 P SERVICE Y LUJI PRIOR TO / TESTWG DETAL GAS ' / GASSY ��_(,"_ .r.� — -- - -- w -- ' -mow =— -- -- - w -- !ig _ W_ A (1) FIRt RYbRANT ASSEMBLY 19 LF 12 DI'I ��� \'„ T 9 +35.2 (0.9' S s / 44 10' �- CL52 EXISTING 12" WATER SEE DETAIL _ �G - ,, .r MAIN AND VALVE !y {I 11 if I I I' 15:0' WATER E — 210 LF 6" --(PRIVATE)- 1.91% SIA 1 x F3 6+ Sc o m ' RIM T 49s IE= i SEU A SAI SEE I iV21 CL52 (RJ) 12 LF 12" DI 652_(RJr 12 "0• TEE (RJ) 9w 12" GATE VALVES (FLxRJ) 4 "GATE VALVE (FI.xRJ) THRUST BLOCKING 19 +14.i. (252.5' Rt.l COUGHLIN PORTERLUN®EEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 2061343 -0460 SEATTLE. WA 98101 F: 206!343 -5691 >Gkil» 12 "x12" VERTICAL CROSSING (MJxFL) 12• BLIND FLANGE 12" BLIND RANGE W/ 2" TAP & 2" PLUG -- _ - 1 12" PLUG (MJ) W/ 2- TAP & BLOW OFF W/ TEMP BLOCKING REMOVE CLEANING "POLY -PIG' III / M1 W - 48'I� ' I I III i _ FINI& COM4 C" DETAL RIY,1= 25.41 ''''''1111 1 I -_ - AFTER ALL TESTING, CLEANING, AND i IIEt 16.03 8" IN I ' I , _ DISINFECTING REMOVE TEMP BLOCKING I TIE 15.93 8 "�O l / I & BLOW OFFS AND CONNECT WITH 12" (` 0� NEEtIFY LOCAi10 E &$ STUB SLEEVE (MJ) & 12" SPOOL 2�f4i 3910 AN INSTALL SS 0 p (PIPE I f DETNL 10 c � I WATER TESTED � EXISTING 12" WATER 0 I I I i ! I BY 4-17-08 PAT D. __. ... )/ ) MAIN AND VALVE I? h F V TESTED ( �. 4 -96-08 { I 1 1 1 1 YY BY {PAT D. I ( I §TBR. SIONA.L _ 1/21/2010 I I I L o `5 m N ` I r- 4" FIRE SERVICE b ; WATER POC '- b 2 -1/2° DOMESTIC--\ WATER POC -. L / 6' 5600` RIM TO GRADE IE= 21.33 •_ SEE DETAIL' a 42 LF 6" 6, Gs STUB J� K^' - 2.00% NA SEE MECH'L PANS PN (i} (DDGVA IM At SEE DEAL a {>7 3p 25 4" DI 2 i i LF 172- 4' DP .S` RJ __E �, C 2 (RJ) 4 90• BEND RJ fl THRUST BLOCKING (t) 12" VERTICAL CROSS (MJxFL) PER RENNTON STD DTL. SEE 71 2' TEMP BLOW OFF ASSEMBLY C3v10 SHACKLE TO CONCRETE DEAD -MAN BLOCK STA 19 +13.5 (268.2' Rt.) J / /v/� / \\ 'XI N.E. 114 SEC. 25, T.23N., R.4E., W.M 0 10 20 40 No Call \ SCALE lw =20' before you 4OFR POSED 12" WATER MAIN TO BE INSTALLED BY OTHERS (NIC). /x^� D ;9 CONJUNCTION WTIN ROADWAY & UTILTIIES IMPROVEMENTS FOR,86EING , ` 8 -1 -1 or ONGACRES PARK SUBDMSION. MAXIMUM AVAILABLE FLOW RAkE FROM NEW 2" WATER IS LIMITED TO 2,800 GALLONS PER MINUTE O M). NEW 12" / 1 -800- 424 -5555 ATER LINE FOR THIS PROJECT CAN NOT BE PRESS ZED UNTIL THE I2" UNDERGROUND SERVICE (USA) ATER LINE FOR THE BOEING LONGACRES PRO�wr IN THE ACCESS ROAD COMPLETED AND OPERATIONAL /ti 4TION 0 P SERVICE Y LUJI PRIOR TO / TESTWG DETAL GAS ' / GASSY ��_(,"_ .r.� — -- - -- w -- ' -mow =— -- -- - w -- !ig _ W_ A (1) FIRt RYbRANT ASSEMBLY 19 LF 12 DI'I ��� \'„ T 9 +35.2 (0.9' S s / 44 10' �- CL52 EXISTING 12" WATER SEE DETAIL _ �G - ,, .r MAIN AND VALVE !y {I 11 if I I I' 15:0' WATER E — 210 LF 6" --(PRIVATE)- 1.91% SIA 1 x F3 6+ Sc o m ' RIM T 49s IE= i SEU A SAI SEE I iV21 CL52 (RJ) 12 LF 12" DI 652_(RJr 12 "0• TEE (RJ) 9w 12" GATE VALVES (FLxRJ) 4 "GATE VALVE (FI.xRJ) THRUST BLOCKING 19 +14.i. (252.5' Rt.l COUGHLIN PORTERLUN®EEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 2061343 -0460 SEATTLE. WA 98101 F: 206!343 -5691 >Gkil» 12 "x12" VERTICAL CROSSING (MJxFL) 12• BLIND FLANGE 12" BLIND RANGE W/ 2" TAP & 2" PLUG -- _ - 1 12" PLUG (MJ) W/ 2- TAP & BLOW OFF W/ TEMP BLOCKING REMOVE CLEANING "POLY -PIG' III / M1 W - 48'I� ' I I III i _ FINI& COM4 C" DETAL RIY,1= 25.41 ''''''1111 1 I -_ - AFTER ALL TESTING, CLEANING, AND i IIEt 16.03 8" IN I ' I , _ DISINFECTING REMOVE TEMP BLOCKING I TIE 15.93 8 "�O l / I & BLOW OFFS AND CONNECT WITH 12" (` 0� NEEtIFY LOCAi10 E &$ STUB SLEEVE (MJ) & 12" SPOOL 2�f4i 3910 AN INSTALL SS 0 p (PIPE I f DETNL 10 c � I WATER TESTED � EXISTING 12" WATER 0 I I I i ! I BY 4-17-08 PAT D. __. ... )/ ) MAIN AND VALVE I? h F V TESTED ( �. 4 -96-08 { I 1 1 1 1 YY BY {PAT D. I ( I §TBR. SIONA.L _ 1/21/2010 J / /v/� / \\ 'XI N.E. 114 SEC. 25, T.23N., R.4E., W.M 0 10 20 40 No Call \ SCALE lw =20' before you 4OFR POSED 12" WATER MAIN TO BE INSTALLED BY OTHERS (NIC). /x^� D ;9 CONJUNCTION WTIN ROADWAY & UTILTIIES IMPROVEMENTS FOR,86EING , ` 8 -1 -1 or ONGACRES PARK SUBDMSION. MAXIMUM AVAILABLE FLOW RAkE FROM NEW 2" WATER IS LIMITED TO 2,800 GALLONS PER MINUTE O M). NEW 12" / 1 -800- 424 -5555 ATER LINE FOR THIS PROJECT CAN NOT BE PRESS ZED UNTIL THE I2" UNDERGROUND SERVICE (USA) ATER LINE FOR THE BOEING LONGACRES PRO�wr IN THE ACCESS ROAD COMPLETED AND OPERATIONAL /ti 4TION 0 P SERVICE Y LUJI PRIOR TO / TESTWG DETAL GAS ' / GASSY ��_(,"_ .r.� — -- - -- w -- ' -mow =— -- -- - w -- !ig _ W_ A (1) FIRt RYbRANT ASSEMBLY 19 LF 12 DI'I ��� \'„ T 9 +35.2 (0.9' S s / 44 10' �- CL52 EXISTING 12" WATER SEE DETAIL _ �G - ,, .r MAIN AND VALVE !y {I 11 if I I I' 15:0' WATER E — 210 LF 6" --(PRIVATE)- 1.91% SIA 1 x F3 6+ Sc o m ' RIM T 49s IE= i SEU A SAI SEE I iV21 CL52 (RJ) 12 LF 12" DI 652_(RJr 12 "0• TEE (RJ) 9w 12" GATE VALVES (FLxRJ) 4 "GATE VALVE (FI.xRJ) THRUST BLOCKING 19 +14.i. (252.5' Rt.l COUGHLIN PORTERLUN®EEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 2061343 -0460 SEATTLE. WA 98101 F: 206!343 -5691 >Gkil» 12 "x12" VERTICAL CROSSING (MJxFL) 12• BLIND FLANGE 12" BLIND RANGE W/ 2" TAP & 2" PLUG -- _ - 1 12" PLUG (MJ) W/ 2- TAP & BLOW OFF W/ TEMP BLOCKING REMOVE CLEANING "POLY -PIG' III / M1 W - 48'I� ' I I III i _ FINI& COM4 C" DETAL RIY,1= 25.41 ''''''1111 1 I -_ - AFTER ALL TESTING, CLEANING, AND i IIEt 16.03 8" IN I ' I , _ DISINFECTING REMOVE TEMP BLOCKING I TIE 15.93 8 "�O l / I & BLOW OFFS AND CONNECT WITH 12" (` 0� NEEtIFY LOCAi10 E &$ STUB SLEEVE (MJ) & 12" SPOOL 2�f4i 3910 AN INSTALL SS 0 p (PIPE I f DETNL 10 c � I WATER TESTED � EXISTING 12" WATER 0 I I I i ! I BY 4-17-08 PAT D. __. ... )/ ) MAIN AND VALVE I? h F V TESTED ( �. 4 -96-08 { I 1 1 1 1 YY BY {PAT D. I ( I §TBR. SIONA.L _ 1/21/2010 GAS ' / GASSY ��_(,"_ .r.� — -- - -- w -- ' -mow =— -- -- - w -- !ig _ W_ A (1) FIRt RYbRANT ASSEMBLY 19 LF 12 DI'I ��� \'„ T 9 +35.2 (0.9' S s / 44 10' �- CL52 EXISTING 12" WATER SEE DETAIL _ �G - ,, .r MAIN AND VALVE !y {I 11 if I I I' 15:0' WATER E — 210 LF 6" --(PRIVATE)- 1.91% SIA 1 x F3 6+ Sc o m ' RIM T 49s IE= i SEU A SAI SEE I iV21 CL52 (RJ) 12 LF 12" DI 652_(RJr 12 "0• TEE (RJ) 9w 12" GATE VALVES (FLxRJ) 4 "GATE VALVE (FI.xRJ) THRUST BLOCKING 19 +14.i. (252.5' Rt.l COUGHLIN PORTERLUN®EEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 2061343 -0460 SEATTLE. WA 98101 F: 206!343 -5691 >Gkil» 12 "x12" VERTICAL CROSSING (MJxFL) 12• BLIND FLANGE 12" BLIND RANGE W/ 2" TAP & 2" PLUG -- _ - 1 12" PLUG (MJ) W/ 2- TAP & BLOW OFF W/ TEMP BLOCKING REMOVE CLEANING "POLY -PIG' III / M1 W - 48'I� ' I I III i _ FINI& COM4 C" DETAL RIY,1= 25.41 ''''''1111 1 I -_ - AFTER ALL TESTING, CLEANING, AND i IIEt 16.03 8" IN I ' I , _ DISINFECTING REMOVE TEMP BLOCKING I TIE 15.93 8 "�O l / I & BLOW OFFS AND CONNECT WITH 12" (` 0� NEEtIFY LOCAi10 E &$ STUB SLEEVE (MJ) & 12" SPOOL 2�f4i 3910 AN INSTALL SS 0 p (PIPE I f DETNL 10 c � I WATER TESTED � EXISTING 12" WATER 0 I I I i ! I BY 4-17-08 PAT D. __. ... )/ ) MAIN AND VALVE I? h F V TESTED ( �. 4 -96-08 { I 1 1 1 1 YY BY {PAT D. I ( I §TBR. SIONA.L _ 1/21/2010 N.E. 114 SEC, 25, T.23N., R.4E., W.M. L 0 ct/ o ff o THE BY -PASS ASSEMBLY SHALL 8E - � "" ° INCLUDED AS PART OF THE DETECTOR °'"1N0 M o £ D DOUBLE CHECK VALVE ASSEMBLY. 1 -1/2" AND 2° WATER SERVICE DETAIL S a a 5/8" x 3/4° METER SHALL BE SENSUS 4 "0"1 BULL HEAD TEE, FL IN UNIMPROVED RIGHT -Of- p SRII WITH TOUCHREAD PBLID (TR /PL) -TOUCH READ PIT LID SENSOR (METER OWNED BY CITY 4° ADAPTER, FE.x SCREWED, CAj1U �: VALVE BOX SHOULD NOT REST ON to n iz WAY INSTALL METER w MOUNTED ON STEEL PLATE ONE EACH SIDE PIPE. LATER COMPACTION IN AREA OF VALVE BOX BOX AT PROPERLY LANE WITH & COVER THROUGH 1-5/e° DIA. COULD CAUSE THE BREAKAGE OF THE SERVICE. a 12" LONG COPPER TAILPIECE a PRECAST CONCRETE VAULT WITH 2 - 3'x 3' DRILLED HOLE IN COVER. _ HINGED STEEL PLATE COVERS. DIMENSIONS 5' -0' - -- 4"x 2 1/2' FIRE DEPARTMENT DOUBLE CONNECTION FOR - 9• MIN -I2° cq0 x 9' -0" x 7' -2" UTILITY VAULT CO. 4484 -LA OR STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. MAX. cn C EQUAL EQUAL TO GRINNEL FIG. 1682 WITH HOSE CAPS FIG. 1333. z= f 9 = <� ' �V DID w � z � 4" PIPE ITS FL. CItt PIPING PRIVATE PIPING ' -0" LONG 4" SWING TYPE GRAVITY OPERATED CHECK VALVE, FE. EQUAL o No. VE EXPOSED o W 4 `t - O �I TO MUELLER CO. A- 2600 -6 WITH BALL DRIP VALVE AT BOTTOM y4• W CO (D � PL. x P£ 0.1. PIPE aa' CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO - BY PASS NOT ALLOWED O w Z m Ol vm}+ GOLLAR No MEN ' -o' INSTALL EPDXY NON- STRINK GROUT (TYP.) I CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED ° FOR IRRIGATION METERS x HE cis ¢ P.E. s -a- �oNC 4° PIPE, FL.x FL. 30 LONG 90' EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST c¢9 U) -TEE (MJ x FL) I' 4" SHORT RADIUS BEND FL .,} PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. G° o GATE VALVE (FL x MS) i' -t0 e. a" W 800 f CAST IRON CAP OR PLUG WITH 2" 2 a e x x u I s , CRUSHED ROCK BASE Pi S, ­i­ t IPS TAP Stall BEA ROCKWELL A _ A TO SUPPORT VAULT. DRILL 1 -5 8 DA. HOLE / All o _ T TO ING --- -- 482 END CAP COUPLING. QUICK -JOINT FOR TOUCHREAD DEVICE COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN 12" ALL AROUND DEADMAN 2" GALVANIZED IRON PIPE WATER MAIN f.AS REQUIRED. 2 -1/2° MIN. FROM NEAREST BLOCK AND FROM EDGE OF PIT LID Z � $„ W 8:^ c � s a REQUIRED. CONCRETE BLOCKING 4'x4 "x4" TEE FL. - 2" CLOSE NIPPLE- NOTE: T THE CENTER OF THE HOLE MUST BE AT LEAST TYPICAL RIB 1" FROM UNDERNEATH RIBS UNLESS THE RIB PLAN 2' 90' ELBOW 2' GALVANIZED IRON PIPE, 12° LONG. 7 6LL ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL 4" GATE VALVE MJ X FL WITH INDICATOR DOUBLE CHECK VALVE ASSEMBLY INCLUDES POST INDICATOR POST VALVE SAME SIZE AS SPACING ALLOWS THE NUT TO TIGHTEN MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PUNTING STRIP AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. J x i INCLUDE RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS, AND APPROVED CROSS - CONNECTION CONTROL 1W0 RESILIENT SEATED SHUTOFF VALVES. DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL). BETWEEN CURB & SIDEWALK w w �2 € ASSEMBLIES PER DEPARTMENT OF HEALTH LATEST 4 °" FLANGED COUPLING 4" DUCTLLE IRON CLASS 52 PIPE, PLAN 1. 2" TAPPED TEE, ON NEW WATER MAIN. 2. 4' LONG X 2° BRASS NIPPLE WITH THREADED ENDS (MIPT). O APPROVED LIST. ADAPTER EQUAL TO ROMAC. CEMENT LINED, LENGTH TO FIT. 3. 2" RESILIENT SEAT GATE VALVE WITH THREADED ENDS, SQUARE OPERATING Z e NUT, AND VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE 8090). :; 4. TWO PIECE CAST IRON VALVE BOX. STANDARD 8" TOP SECTION NOTE: "LUG" _ cP WITH REGULAR BASE SECTION, LENGTH TO FIT, TYPE ALL METER BOXES INSTALLED IN CONCRETE �y F COVER. 2" BRASS BUSHING (MIPT X APT). OR PAVED DRIVEWAYS SHALL BE 5. 2 EACH 2" BRASS OR BRONZE NIPPLES 6' LENGTH, THREADED ENDS. CAST -IRON EQUAL TO OLYMPIC FOUNDARY. O G ° 2 EACH 2 "1 BRASS OR BRONZE ELBOWS (APT X FBI). EXPANSION JOINTS MUST BE INSTALLED 12" TOUCH READ PIT LID SENSOR MOUNTED 6. 2" (MIPT) X COMPRESSION FITTING, FORD C84 -66 OR EQUAL. MINIMUM ON BOTH SIDES OF METER BOX. ON STEEL PLATE COVER THROUGH 1-5/8' CIA. DRILLED HOLE IN COVER / TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED 7. 2" SOFT COPPER TUBING TYPE KOR BRASS NIPPLES (MIPT X a" "TO EQUAL TO RICH VALVE CO. STANDARD DWG BR46 / PAGE B090) MIPT), LENGTH TO FIT. as az' .(SEE 8" TOP SECTION, WITH REGULAR INSTALL 2" 90' ELBOW, 8. 2" THREADED BRASS 90' ELL �-4 PL scRew ', BASE SECTION LENGTH TO FIT. 'T' SCREWED 2' PLUG, SCREWED 9. 2" CUSTOMSETTER WITH BY -PASS FORD: VBH 86-128-11-77 (X 17 -3/16" ), MCDONALDBRASS: 30B715WDFF775 OR MUELLER O o x "'•..* -.- 78 B- 1427 -2', WITH FLANGED ANGLE BALL VALVE AND PADLOCK WINGS ON H S- ', 2--2- 2 0 INLET, AND ANGLE CHECK VALVE OUTLET, BALL VALVE ON BYPASS WITH 0 2" GALVANIZED IRON PIPE 12' LONG �- 2" GALVANIZED IRON PIPE AS REQUIRED, PADLOCK WINGS. CUSTOMSETTER SHALL HAVE VERTICAL INLET AND OUTLET. 10. RIGID INSTALLED IN NOTES 2" RESILIENT GATE METER SPREADER TO BE SUPPLIED AND 3 u a °- .. �• 2" t. LOCATE VAULT IN PUNTING AREA NOT IN PAVING. VALVE, SCREWED INSTALL 2" 90' ELBOW; ''�- SCREWED METER SETTER S CONTRACTOR. 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF c 2. 4' AND LARGER BENDS AND TEES TO BE CAST IRON RENTON UPON PAYMENT OF ALL RELATED WATER METER FEE a CEMENT LINED. 4" 90' BEND FL. 2' GALVANIZED IRON PIPE AND SATISFACTORY PRESSURE AND PURTY TESTS. .3 m 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT AS REQUIRED, 12. 17 "X30" PLASTIC METER BOX EQUAL TO MID- STATES PLASTICS, INC. BCE SERIES DUCTILE IRON THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT INSTALL SUMP PUMP GALVANIZED STEEL LADDER ELEVATION MSBCF 1730 -18 WITH 2" THICK DAMOND PLATE COVER 18"X31" EQUAL TO MID - STATES PLASTICS, INC. MSCBC- 1730 -R C �) OPENING. AFTER COMPLETE INSTALLATION REMOVE THE IN VAULT TO DISCHARGE TEMPORARY SUPPORT AND INSTALL ADJUSTABLE PIPE SUPPORT. WITH 1 -5/8" DRILLED HOLE FOR TOUCHREAD PIT LID, AND METER READ LID. �� o STORM WATER y 13. 2" COUPLING (COMPRESSION X APT) WITH 2" PLUG (MIPT), FORD 2 4. GALVANIZED LADDER FOR ACCESS. U�� -`� 5. AFTER FIELD INSTALLATION, MAIN Di AND BY -PASS DCVA COMPACTED FOUNDATION ADJUSTABLE STEEL PIPE C -14 -66 OR EQUAL. THE PROPERTY OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH GRAVEL SUPPORT, STANCHIONS BOLTED CERTIFlED BACKFLOW ASSEMBLY TESTER, TEST REPORT TO BE - END VIEW TO FLOOR �.N SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING MATERIAL LIST FOR 1 -1/2" SERVICE METER LOCATED IN PLANTING STRIP BETWEEN CURB &SIDEWALK DEPT. PRIOR TO ACTIVATION OF NEW LINE d o 6. INSTALL BRASS PLUGS AT ALL TEST COCKS NTS NTS 7 1. 2" TAPPED TEE ON NEW WATER MAIN. I 4' DDCV Assembly Temporary 2' 6low-ott Assembly 3.2" R�S UEM SEA�GATE VALVE WTIHTTHRFADEDEENDS(MSQUARE OPERATING NUT, AND VALVE NUT EXTENSION IF REQUIRED (DWG BR46 /PAGE B090). - - -- - - -- - - - -- - -- - - -- 4. TWO PIECE CAST IRON VALVE BOX. STANDARD B TOP SECTION WITH REGULAR BASE SECTION, LENGTH TO FIT, "LUG" TYPE COVER. NB 5. 2" X 1 -1/2" HEX BRASS BUSHING (MIPT X APT). 2 EACH 1 -1/2" BRASS OR BRONZE NIPPLES 6" LENGTH, THREADED ENDS. 2 EACH 1 -1/2 -90' BRASS OR d ° BRONZE ELBOWS (APT X ART). �g 6. 1 -1/2" (MIPT) X COMPRESSION FILLING, FORD C84 -66 OR EQUAL. 7. 1 -1/2" SOFT COPPER TUBING TYPE K OR BRASS NIPPLES (MIPT X MIPT), LENGTH TO FIT. 8. 1 -1/2" THREADED BRASS 90' ELL, FOR FORD L44 -77 OR EQUAL. 18" TO 20" BEHIND BACK OF CURB 9. 1 -1/2" CUSTOMSETTER WITH BY -PASS FORD: VEIN 86- 128 -11-66 a FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR 12" BEHIND BACK OF SIDEWALK (X 13- 3/16%, MCDONALD BRASS: 3OB612WDFF665 OR MUELLER B- 1427 -1 1/2 ", o OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 THAT IS ADJACENT TO CURB AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL. JOIN WITH FLANGED ANGLE BALL VALVE AND PADLOCK WINGS ON INLET, AND ANGLE CHECK _ VALVE OUTLET, BALL VALVE ON BYPASS WITH PADLOCK WINGS. CUSTOMSETTER SHALL o w INLET WITH LUGS. 5 -1/4' MAIN VALVE OPENING. TWO 2 -1/2" HOSE CONNECTIONS TWO -PIECE CAST IRON VALVE BOX WITH LUG TYPE HAVE VERTICAL INLET AND OUTLET. 10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD a © CONTRACTOR. s s SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH 11. WATER METER SHALL HE SUPPLIED AND INSTALLED BY CITY Of RENTON UPON 0 g2 X 5' STORTZ, ATTACHED WITH 1 /8" STAINLESS STEEL CABLE. TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE MAX 4' DWG BR46 f PAGE BOBO). PAYMENT OF ALL RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND 1 -1/4' PENTAGON OPERATING NUT. FIRE HYDRANT TO BE - MIN 2" PURITY TESTS, 17 "X30" PLASTIC METER BOX EQUAL TO MID - STATES PLASTICS, INC. a PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT No. 43 -655 SAFETY YELLOW OR APPROVED EQUAL, RAISED PAVEMENT MARKER TYPE 88 A8 BCF SERIES PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. ��- STIMSONITE TWO -WAY BLUE. TEMPORARY 2° GALVANIZED PIPE 12. MSBCF 1730 -78 WITH 2" THICK DUCTILE IRON DAMDND PUTS COVER 18'X31" EQUAL TO MID -STATES PLASTICS, INC: MSCBC- 1730 -R WITH 1 -5/8" DRILLED FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. 5� "E AND 2" GATE VALVE HOLE FOR TOUCHREAD PIT LID. w 42" MIN CONCRETE BLOCKING FINISHED GRADE ELEVATION 13. 1 -1/2" COUPLING (COMPRESSION X FIPT) WITH 1-1/2" PLUG (MIPT), FORD T .�' - ����/�y,�y/�� �������\\<�OMMI�,,��� �" /i✓ o I�- BURY = C -14 -66 DR EQUAL. THE PROPERLY OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. =\ CONCRETE BLOCKING 1 ./ INSTALL 2" PLUG ON TOP BLIND FLANGE m \,\ 3 FT MIN, COVER 10 -INCH DIAMETER AND UNDER) AFTER / REMOVAL OF POLYPI- f - 4 FT MIN. C04ER 12 -INCH DIAMETER AND OVER) � ���� ITS 12 o v; 2' Water Meter CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET. � ° 0 0 0 0 0 0 \�r Li 1\ 6" GATE VALVE fR X MJ) NEW WATER MAIN POLYPI- , - � AWWA C -509, RESILIENT SEAT Checked for Compliance to City Standards %Y 6- DUCTILE IRON PIPE, CLASS 52 O i6" x 8" x MININUM U � CONCRETE BLOCK CK CEMENT LENGTH TO FT TWO /t 3/4" STEEL EL TIE RODS. SEE STD zoP UNDER HYDRANT DETAIL FOR HE RODS. El � aQ N � .A."o- 1/3 CU. YD. WASHED DRAIN ROCK (3' TO 3/1 NITS i -- s�� FIRE HYDRANT ASSEMBLY 11 Fire Hydrant Assembly Detail 1® Water Main Polyfting Station C. A W estern Washington DPC SHEET COUGHLIN PORTERLUNDEEPI WA9 ti ""`"�, Renton, Wa o & w p S-341506 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION /1�• 413 PINE STREET .SUITE 300 P: 206!343 -0460 WATER AND SEWER DETAILS � Id SEATTLE,WA98101 F. 206 /343 -5691 A q 26577 �I �'CtaTb �, All J/ MAI CSl `� `' /' � 0 - 3'F 1 S Ol - �U 1 j rn 1 .�en P ! S wilil s 01 /zs /zolo L 0 ct/ 0 G a N a a k t I n to AI X v z 5� 3 �1 e Y m 0 0 d Z 6 2» WJ °a° as r% ww 0= ag v F�� 066 iy ®sae V .� 0 0 °C) E-4 >_, 4 U E-4 w a 0 \ 0 m c •� c a a ma H3 0 �C z 'B' z Y ��s v w yo� 5 "MIN 24° MIN. 2 7" LD. 54" MH 54" � 5.5" MIN. 24° MIN. 24" I.D. fi0" MH w o 6° MIN. 42" MIN. COVER TO READ "SEWER" - w 6" z w cn 12,000 6,510 IN RAISED LETTERS 1,700 w O 15,100 NOTES: 5,880 3,020 10" 275 21,620 30,570 16,540 PER CITY OF RENTON TRENCH o w 250 m 1. IN UNIMPROVED AREAS POUR 1' -0" THICK 2' -D" SQUARE RESTORATION AND STREET OVERLAY 14" d 4 CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. Y z RED'S 225 45,250 64,000 34,620 17,650 m o 'S 50,900 2. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING 10,180 20" 200 62,840 AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 12,560 J 200 90,480 127,980 69,200 1 Z 6 2» WJ °a° as r% ww 0= ag v F�� 066 iy ®sae V .� 0 0 °C) E-4 >_, 4 U E-4 w a 0 \ 0 m c •� c a a ma H3 0 �C SURFACE RESTORATION- AS SPECIFIED MOUND 4" MIN "GRAVEL BORROW" PER - WSDOT STD SPEC 9 -03.14 COMPACT TO 90% OF MAX DENSITY BENCH AS NEEDED FOR SHORING OR TRENCH BOX (TYP) WHEN DEPTH IS 4' AND GREATER "BEDDING MATERIAL 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8 /� ❑ � _� 1/2" ❑ ❑❑ ❑❑ �- r ❑ RAISE -1/2" WIDE BORDER 1'• / SAWCUT (TYR) APPLY JOINT SEALANT AR4000W 12° TO TOP AND TACK COAT TO SIDES EXIST PAVEMENT _�� SURFACE o O O COMPACT TO 95% OF MAX SEE NOTE 1 ' DENSITY UNPAVED AREAS NOTES; MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE ' 30° FOR PIPE UP TO AND INCLUDING 12° NOMINAL DIAMETER. OD PLUS 16" FOR PIPE URGER THAN 12" NOMINAL DIAMETER. WHERE TRENCH IS PERPENDICULAR TO TRAVELED LANES, BACKFILL FULL DEPTH WITH CRUSHED SURFACING -TOP COURSE. WHERE TRENCH IS PARALLEL TO TRAVELED LANES, BACKALL THE TOP 4' OF TRENCH TO SUBGRADE WITH CRUSHED SURFACING -TOP COURSE. SUITABLE EXCAVATED MATERIAL MAY BE USED PROVIDED 95% MAX. COMPACTION DENSITY CAN BE ACHIEVED. -r✓. ` 'NEAT-LINE TRENCH (TYP) WHEN DEPTH IS LESS THAN FT -�- "CRUSHED SURFACING -TOP MIN COURSE" PER WSOOT STD SPEC 9- 03.9(3). COMPACT TO 95% MAX DENSITY, SEE NOTE 2 GRAVEL BORROW" PER WSOOT STD SPEC 9-03.14. COMPACT TO 95% OF MAX DENSITY, SEE NOTE 2 PAVED AREAS NTS Utility Trench Section 5 12 "9 FIBER JC PLUG TO BE SEALED - IN SAME MANNER AS MAIN SEWER JOINTS. CONCRETE CLASS 3000 3/4" NIS Sanitary Sewer Cleanout - MANHOLE FRAME AND COVER SEE DRAWING BR29 6" (SP PAGE 8074) 12" MAX. 4" ADJUSTMENT (4" MIN.) CONE D. RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4° DEFORMED BAR STEPS SHALL BE INCLUDED T N. CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. 'A' --- -- 12" (TYP) MAX. PIPE SIZE - 'E' Z"�_ LADDER -STO. ALUMINUM OR GALVANIZED STEEL MORTAR FLLEi / 'Z'/-CGNCRETE SHELF 1% PRECAST BASE SECTION OR CAST IN SHELF. FA B, r, " 6" MIN. (TYP) SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE Pressure PSI 'B' z Y ��s 48" MH 48" yo� 5 "MIN 24° MIN. 2 7" LD. 54" MH 54" 8" MIN. SURFACE RESTORATION- AS SPECIFIED MOUND 4" MIN "GRAVEL BORROW" PER - WSDOT STD SPEC 9 -03.14 COMPACT TO 90% OF MAX DENSITY BENCH AS NEEDED FOR SHORING OR TRENCH BOX (TYP) WHEN DEPTH IS 4' AND GREATER "BEDDING MATERIAL 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8 /� ❑ � _� 1/2" ❑ ❑❑ ❑❑ �- r ❑ RAISE -1/2" WIDE BORDER 1'• / SAWCUT (TYR) APPLY JOINT SEALANT AR4000W 12° TO TOP AND TACK COAT TO SIDES EXIST PAVEMENT _�� SURFACE o O O COMPACT TO 95% OF MAX SEE NOTE 1 ' DENSITY UNPAVED AREAS NOTES; MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE ' 30° FOR PIPE UP TO AND INCLUDING 12° NOMINAL DIAMETER. OD PLUS 16" FOR PIPE URGER THAN 12" NOMINAL DIAMETER. WHERE TRENCH IS PERPENDICULAR TO TRAVELED LANES, BACKFILL FULL DEPTH WITH CRUSHED SURFACING -TOP COURSE. WHERE TRENCH IS PARALLEL TO TRAVELED LANES, BACKALL THE TOP 4' OF TRENCH TO SUBGRADE WITH CRUSHED SURFACING -TOP COURSE. SUITABLE EXCAVATED MATERIAL MAY BE USED PROVIDED 95% MAX. COMPACTION DENSITY CAN BE ACHIEVED. -r✓. ` 'NEAT-LINE TRENCH (TYP) WHEN DEPTH IS LESS THAN FT -�- "CRUSHED SURFACING -TOP MIN COURSE" PER WSOOT STD SPEC 9- 03.9(3). COMPACT TO 95% MAX DENSITY, SEE NOTE 2 GRAVEL BORROW" PER WSOOT STD SPEC 9-03.14. COMPACT TO 95% OF MAX DENSITY, SEE NOTE 2 PAVED AREAS NTS Utility Trench Section 5 12 "9 FIBER JC PLUG TO BE SEALED - IN SAME MANNER AS MAIN SEWER JOINTS. CONCRETE CLASS 3000 3/4" NIS Sanitary Sewer Cleanout - MANHOLE FRAME AND COVER SEE DRAWING BR29 6" (SP PAGE 8074) 12" MAX. 4" ADJUSTMENT (4" MIN.) CONE D. RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4° DEFORMED BAR STEPS SHALL BE INCLUDED T N. CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. 'A' --- -- 12" (TYP) MAX. PIPE SIZE - 'E' Z"�_ LADDER -STO. ALUMINUM OR GALVANIZED STEEL MORTAR FLLEi / 'Z'/-CGNCRETE SHELF 1% PRECAST BASE SECTION OR CAST IN SHELF. FA B, r, " 6" MIN. (TYP) SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE Pressure PSI 'B' 'C' 'D' 22 -1/2" 48" MH 48" 6" MIN. 5 "MIN 24° MIN. 2 7" LD. 54" MH 54" 8" MIN. 5.5" MIN. 24° MIN. 24" I.D. fi0" MH 60" 8" MIN. 6° MIN. 42" MIN. 30" LD. 750 6" 300 8,500 12,000 6,510 3,320 1,700 w 300 15,100 REQUIRED PAVEMENT RESTORATION- 5,880 3,020 10" 275 21,620 30,570 16,540 PER CITY OF RENTON TRENCH 4,330 12" 250 33,930 48,000 25,950 13,260 RESTORATION AND STREET OVERLAY 14" d 46,200 M 18,030 9,240 RED'S SURFACE RESTORATION- AS SPECIFIED MOUND 4" MIN "GRAVEL BORROW" PER - WSDOT STD SPEC 9 -03.14 COMPACT TO 90% OF MAX DENSITY BENCH AS NEEDED FOR SHORING OR TRENCH BOX (TYP) WHEN DEPTH IS 4' AND GREATER "BEDDING MATERIAL 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8 /� ❑ � _� 1/2" ❑ ❑❑ ❑❑ �- r ❑ RAISE -1/2" WIDE BORDER 1'• / SAWCUT (TYR) APPLY JOINT SEALANT AR4000W 12° TO TOP AND TACK COAT TO SIDES EXIST PAVEMENT _�� SURFACE o O O COMPACT TO 95% OF MAX SEE NOTE 1 ' DENSITY UNPAVED AREAS NOTES; MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE ' 30° FOR PIPE UP TO AND INCLUDING 12° NOMINAL DIAMETER. OD PLUS 16" FOR PIPE URGER THAN 12" NOMINAL DIAMETER. WHERE TRENCH IS PERPENDICULAR TO TRAVELED LANES, BACKFILL FULL DEPTH WITH CRUSHED SURFACING -TOP COURSE. WHERE TRENCH IS PARALLEL TO TRAVELED LANES, BACKALL THE TOP 4' OF TRENCH TO SUBGRADE WITH CRUSHED SURFACING -TOP COURSE. SUITABLE EXCAVATED MATERIAL MAY BE USED PROVIDED 95% MAX. COMPACTION DENSITY CAN BE ACHIEVED. -r✓. ` 'NEAT-LINE TRENCH (TYP) WHEN DEPTH IS LESS THAN FT -�- "CRUSHED SURFACING -TOP MIN COURSE" PER WSOOT STD SPEC 9- 03.9(3). COMPACT TO 95% MAX DENSITY, SEE NOTE 2 GRAVEL BORROW" PER WSOOT STD SPEC 9-03.14. COMPACT TO 95% OF MAX DENSITY, SEE NOTE 2 PAVED AREAS NTS Utility Trench Section 5 12 "9 FIBER JC PLUG TO BE SEALED - IN SAME MANNER AS MAIN SEWER JOINTS. CONCRETE CLASS 3000 3/4" NIS Sanitary Sewer Cleanout - MANHOLE FRAME AND COVER SEE DRAWING BR29 6" (SP PAGE 8074) 12" MAX. 4" ADJUSTMENT (4" MIN.) CONE D. RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4° DEFORMED BAR STEPS SHALL BE INCLUDED T N. CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. 'A' --- -- 12" (TYP) MAX. PIPE SIZE - 'E' Z"�_ LADDER -STO. ALUMINUM OR GALVANIZED STEEL MORTAR FLLEi / 'Z'/-CGNCRETE SHELF 1% PRECAST BASE SECTION OR CAST IN SHELF. FA B, r, " 6" MIN. (TYP) SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE NOTES: 1. STEPS TO BE 3/4° 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PUCE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443, B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL BE A MINIMUM 60" DIAMETER AND HAVE A 'SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. NTS Sanitary Sewer Manhole - 48.} 5- 341501 CONCRETE BLOCKING SIZING PROCEDURE A. GENERAL THE AMOUNT OF CONCRETE REQUIRED TO ANCHOR HORIZONTAL BENDS, TEES, AND DEAD ENDS DEPENDS ON THE STRENGTH OF THE SOIL THE METHODS OF PLACING CONCRETE TO KEEP THE JOINT ACCESSIBLE IS SHOWN IN FIGURE 1. THE AREA IN SQUARE FEET OF CONCRETE WHICH MUST BEAR AGAINST THE SIDE OF THE TRENCH IS FOUND BY DIVIDING THE THRUST IN POUNDS SHOWN IN TABLE 1 BY THE SAFE BEARING LOAD OF THE SOIL AS SHOWN IN TABLE 2. B. RC 1TERIA 1. THE SIZING PROCEDURE IS FOR HORIZONTAL OR DOWNWARD THRUST ONLY. 2, HEIGHT OF THE THRUST BLOCK MUST BE EQUAL TO OR LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK BASE. 3. THE THRUST BLOCK BEARING FACE IS APPROXIMATELY RECTANGULAR. 4. THE CONCRETE BLOCKING SHALL BE AS PER APWA SPECIFICATION 74 -2.14. C. SYMBOLS D = OUTSIDE DIAMETER OF PIPE IN FEET T = THRUST IN POUNDS AT THE FITTING (TABLE 1) SBL = SAFE BEARING LOAD IN POUNDS /SO. FT. (TABLE 2) H = DEPTH OF TRENCH IN FEET W = WIDTH OF TRENCH IN FEET A = AREA OF CONCRETE WHICH MUST BEAR AGAINST THE SIDE OF THE TRENCH IN SQ. FE HM = MAXIMUM HEIGHT OF THE THRUST BLOCK IN FEET DC = DEPTH OF THE CONCRETE THRUST BLOCK TO BEARING SURFACE IN FEET LM = MAXIMUM LENGTH OF THE THRUST BLOCK IN FEET h GROUND Hm h 2 + BLOCK BASE, I` DC VV -' D. CALCULATION EQUATIONS 1. Area of Concrete (A) = Thrust AL Pounds _ T Safe Bearing Load in Pounds Sq.. R.) SBL 2. Maximum Height of Thrust Block (Hm) = Depth of Trench m Feet =_h 2 2 (Width of Trench in Feet) - 3. Depth of Concrete Thrust Block - (Outside Diameter of Pipe in Feet) = W -d 2 2 T. Maximum Length of Thrust Block (Lm) = Area of Concrete = A Maximum Height Hm 5. Required Amount of Concrete (Cu. Yd.)_ Height x Depth x Length) x 0.03704 - Hm x Lm x Dc) x 003704 E. EXAMPLE 1. Problem: Calculation of the amount of concrete required to block a 90' bend in an 8" C.I. water main; the normal operating pressure in the pipe will be 65 psi and the soil condition in the area indicates sand and gravel. 2. Solution; -- Maximum testing pressure (See Table 1) = 300 psi. - Outside diameter of 8" pipe = 9.05 in. = 9.05/12 - Go to Table 1: The testing pressure of 300 psi, we see that the thrust on a 90' bend is 21,360 pounds. Pressure PSI 'B' 'C' 'D' 22 -1/2" 48" MH 48" 6" MIN. 5 "MIN 24° MIN. 2 7" LD. 54" MH 54" 8" MIN. 5.5" MIN. 24° MIN. 24" I.D. fi0" MH 60" 8" MIN. 6° MIN. 42" MIN. 30" LD. NOTES: 1. STEPS TO BE 3/4° 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PUCE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443, B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL BE A MINIMUM 60" DIAMETER AND HAVE A 'SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. NTS Sanitary Sewer Manhole - 48.} 5- 341501 CONCRETE BLOCKING SIZING PROCEDURE A. GENERAL THE AMOUNT OF CONCRETE REQUIRED TO ANCHOR HORIZONTAL BENDS, TEES, AND DEAD ENDS DEPENDS ON THE STRENGTH OF THE SOIL THE METHODS OF PLACING CONCRETE TO KEEP THE JOINT ACCESSIBLE IS SHOWN IN FIGURE 1. THE AREA IN SQUARE FEET OF CONCRETE WHICH MUST BEAR AGAINST THE SIDE OF THE TRENCH IS FOUND BY DIVIDING THE THRUST IN POUNDS SHOWN IN TABLE 1 BY THE SAFE BEARING LOAD OF THE SOIL AS SHOWN IN TABLE 2. B. RC 1TERIA 1. THE SIZING PROCEDURE IS FOR HORIZONTAL OR DOWNWARD THRUST ONLY. 2, HEIGHT OF THE THRUST BLOCK MUST BE EQUAL TO OR LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK BASE. 3. THE THRUST BLOCK BEARING FACE IS APPROXIMATELY RECTANGULAR. 4. THE CONCRETE BLOCKING SHALL BE AS PER APWA SPECIFICATION 74 -2.14. C. SYMBOLS D = OUTSIDE DIAMETER OF PIPE IN FEET T = THRUST IN POUNDS AT THE FITTING (TABLE 1) SBL = SAFE BEARING LOAD IN POUNDS /SO. FT. (TABLE 2) H = DEPTH OF TRENCH IN FEET W = WIDTH OF TRENCH IN FEET A = AREA OF CONCRETE WHICH MUST BEAR AGAINST THE SIDE OF THE TRENCH IN SQ. FE HM = MAXIMUM HEIGHT OF THE THRUST BLOCK IN FEET DC = DEPTH OF THE CONCRETE THRUST BLOCK TO BEARING SURFACE IN FEET LM = MAXIMUM LENGTH OF THE THRUST BLOCK IN FEET h GROUND Hm h 2 + BLOCK BASE, I` DC VV -' D. CALCULATION EQUATIONS 1. Area of Concrete (A) = Thrust AL Pounds _ T Safe Bearing Load in Pounds Sq.. R.) SBL 2. Maximum Height of Thrust Block (Hm) = Depth of Trench m Feet =_h 2 2 (Width of Trench in Feet) - 3. Depth of Concrete Thrust Block - (Outside Diameter of Pipe in Feet) = W -d 2 2 T. Maximum Length of Thrust Block (Lm) = Area of Concrete = A Maximum Height Hm 5. Required Amount of Concrete (Cu. Yd.)_ Height x Depth x Length) x 0.03704 - Hm x Lm x Dc) x 003704 E. EXAMPLE 1. Problem: Calculation of the amount of concrete required to block a 90' bend in an 8" C.I. water main; the normal operating pressure in the pipe will be 65 psi and the soil condition in the area indicates sand and gravel. 2. Solution; -- Maximum testing pressure (See Table 1) = 300 psi. - Outside diameter of 8" pipe = 9.05 in. = 9.05/12 - Go to Table 1: The testing pressure of 300 psi, we see that the thrust on a 90' bend is 21,360 pounds. CAP 22 -1/2' COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 98101 F: 206/343 -5691 TEE EXPIRES 45' BEND 1.4 N.E. 114 SEC. 25, T.23N., R.4E., W.M. - Go to Table 2: Table 2 gives the safe bearing load for sand and gravel: 3,000 lbs. /sq. ft. - Go to Figure 1: figure 1 indicates the position of the concrete for blocking the 90' bend. - Go to the specifications of the project and find depth of trench (h) = 4 feet -Width of trench (W) = 3 feet With the above assembled information, we proceed to the final calculations: - Area of Concrete (A) = Thrust = 7.1 360= 7,12 sq ft. Safe Bearing Load 3,000 Depth of Trench is Feet 2 - Maximum Height of Thrust Block (Hm) _ h =4= 2,0 ft. 2 2 Depth of Concrete Thrust Block (Oc) Width of Trench in Feet fW) - Outside Diameter of Pioe (d =3:- 0.75= 1.13 ft. 2 2 Area of Concrete - Maximum Length of Thrust Block (Lm) _ Height of Concrete A = 7.12 =3.56 ft. Hm 2.D - Required Amount of Concrete = Height x Depth x Length) x 0.03704 = To x Lou x Dc) x 0.03704 = 2.0 x 3.56 x 1.13) x 0.03704 = 0.30 cu. yd. TABLE 1 Size Pressure PSI -EA Tees 99 45' 22 -1/2" CAP 22 -1/2' COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 413 PINE STREET - SUITE 300 P: 206/343 -0460 SEATTLE, WA 98101 F: 206/343 -5691 TEE EXPIRES 45' BEND 1.4 N.E. 114 SEC. 25, T.23N., R.4E., W.M. - Go to Table 2: Table 2 gives the safe bearing load for sand and gravel: 3,000 lbs. /sq. ft. - Go to Figure 1: figure 1 indicates the position of the concrete for blocking the 90' bend. - Go to the specifications of the project and find depth of trench (h) = 4 feet -Width of trench (W) = 3 feet With the above assembled information, we proceed to the final calculations: - Area of Concrete (A) = Thrust = 7.1 360= 7,12 sq ft. Safe Bearing Load 3,000 Depth of Trench is Feet 2 - Maximum Height of Thrust Block (Hm) _ h =4= 2,0 ft. 2 2 Depth of Concrete Thrust Block (Oc) Width of Trench in Feet fW) - Outside Diameter of Pioe (d =3:- 0.75= 1.13 ft. 2 2 Area of Concrete - Maximum Length of Thrust Block (Lm) _ Height of Concrete A = 7.12 =3.56 ft. Hm 2.D - Required Amount of Concrete = Height x Depth x Length) x 0.03704 = To x Lou x Dc) x 0.03704 = 2.0 x 3.56 x 1.13) x 0.03704 = 0.30 cu. yd. TABLE 1 Size Pressure PSI Thrust at Fittings in Pounds Tees 99 45' 22 -1/2" 11 -1/4" cover over the pipe exceeds 2 feet. Dead Ends Bend Bend Bend Bend 3" 300 2,120 3,000 1,630 830 430 4° 300 3,780 5,370 2,910 1,470 750 6" 300 8,500 12,000 6,510 3,320 1,700 B" 300 15,100 21,360 11,550 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 62,840 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 1 287,950 1 155,740 79,400 1 40,720 TABLE 2 Safe Bearing Loads in Lb./Sq. Ft. The safe bearing loads given in the following table are for horizontal thrusts when the depth of cover over the pipe exceeds 2 feet. Safe Bearing Load SOIL Lb per SQ. Ft 'Muck, peat, etc. 0 Soft Clay 1,000 Send 2,000 Sand and Gravel 3,000 Bond and Gravel Cemented with Clay 4,000 Hord Shale 10,000 "in muck or peat, all thrusts shall be restrained by piles or tie rods to solid foundations or by removal of muck or peat and replacement with ballast of sufficient stability to resist thrusts. 44L3 11 -i/4' FIGURE i NOTE: FOR CONVEX VERTICAL BENDS BLOCKING SEE APWA STANDARD PLAN NO. 73. I Western Washington DPC Renton, We WATER AND SEWER DETAILS RS Concrete Blocking Sizing Procedure Checked for Compliance to City Standards SHEET X3.11 N.E. 114 SEC. 25, T.23N., RAE., W.M. xa e 3 s r a �3 �o Y�