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HomeMy WebLinkAboutR-386012j ' I PROPERTY LINE I l o ! FUTURE 6" BUILDING SEWER PIPE 1�BUILDING SEWER . - - 12 ! 1\ \ �. J " " " �2"x 4" STUD MARKING POST PAINTED `TEE WITH 6 SIDE OUTLET 6X6 X6 WYE SURFACE CLEANOUT WITH WHITE HATH THE WORD 'SEWER"STENCILED \ ! CAST IRON RING do COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE w WRAPPED AROUND THE STUD AND 2" VL -ASS B' FACE OF CURB OR $ (EAST ,JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. EDGE OR APPROD OF PAVEMENT a 2975 SPECIFY"SEWER"SON LIOAL, I - 6" SIDE SEWER AND BUILDING SEWER SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN ' ` I LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS { it (FERNCO OR APPROVED EQUAL). ' CENTER LINE OR B. CONCRETE MAIN >kr�" n}- ,' l , i - CUT IN A NEW SECTION OF SEWER MAIN WITH r Tn c �.LA.'__:3 c c I / r LANE LINE A NEW TEE USING FLEXIBLE COUPLINGS / OR CLASS B ! (FERNCO OR APPROVED EQUAL). --!� ,! ,� C. PVC MAIN CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED I-_ EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. ;J D. DUCTILE IRON MAIN -CORE-GRILLED WITH A ROMAC SADDLE (OR j APPROVED EQUAL) t E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE 0. 5' MIN. AT MANUFACTURED KNOCK -OUTS OR THE 2" DEPTH G' STRUCTURE SHALL BE CORE -DRILLED. GRIND OR SAWCU r AND RFE_ M0VE 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. Y� -_ 6.5' MIN. --- ---) 1: 3:5 MIX7o`'� I CONCRETE P-}- I BLOCKING 25 rAP��E 2.5 -- i i N,\N 25 GRE ^r!!N 1M1N MIN 1MIINIMIN GGN 2% MIN SLOPE 2" CLASS 'B' CRUSHED 0 ov FLOINAE�_ ILL_ OR AS REQU!RED BY ENGINEER * FOR M!N!MUN STANDARDS, SEE DWG# PR -05, SP PAGE H032 02/2005 I MODIFIED NOTES 07/2004 'MODIFIED NOTES DATE_ I --- ,S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CITY OF RENTON T� i._. STANDARD PLANS LST DATE: 02/05 DING. NAME: H032-' SP PAGE: H032.1 H�0'.l.�H�£t',%'S .,w.::.i._'...-., s"'♦. `-. z X;2 � SII'"i's 7?.. � �YS':� ....�4 i CURB W.,T }INCLUDED IN SID ITEM - v 15. .E _ ' 1' • s''• J......tM. «�StA«t 'W_` j Ai.£L - i 3iI`j '_Z,;Z`,l ACIOT MLLER ALL 1:T N.+.. K. ;T o' L WITH H tRAla: is EDGE • f.T � � �l �4� 3 i1"" IfK PSgEI+44'33LOEC _ ! F O GRADE 1" {ill) BELOW J004T FILLER / TOP OF CONCRETE SURFAa "` SIDEWALK ADJACENT TG CURB;Ifs, iSEE CONTRACT', R=au olrN t 9' (ltd) R Ia.; CURB NOT INGIUDED Mi aID (TEM - } 8Ri£st3x OR PEMTRiAN � PRE#AOLDED •� o:.;."�� � WALL OR BARRIER R)MING JOINT FII LEIS ADJACENT TO CUR13 SAIWER - SEE S"WALK iSTEEP FLL SLOPES€ CONTRiACT Pi.AN4 rSEE COWRACTi �vAI_t,. 09 84 R 16' (INS R: MP,1 ,,....,....,I I fl:A*i :s 1 5 � CURS NOT I'iCLUDED 1I=i RSIi3ITEM - i � 5t[}EWALK VERTICAL. WAU Sts• *41) PREMOLDEt) ►+ x�� _..,_. ,,., � � • _� � SEE OETAR JC1N4 T rILLER (TYP.i ADJACENT TO CURB AND RAILING OR WALL ; JO IINI EMOLgEC JOs'VT FILLER 3NXWALK BUFFER STRIP (SEE CONTRACT > (See 140TE Ia.) 1rs' (IRa' SIDEWALK ADJACENT TO WALL DETAR_ CURB NOT IN NO ITEN LEM t �� °I.5;4 IattN. I 'rrr"' !•' FIiNISh#ED GRADE V 044 BELOW TOP OF +CO;RETE SURFACE FOR PLAWINO - FLUSH IF PAVE0 6 ADJACENT TO BUFFER STRIP �?" � r' ,"', rHtdl K, . k � ! � • BidOOPiH�Eti FII+IIY�N �+•.�+.IIL,...'_...-3..,� 4` h",0F_ SMOOTH ttaELEG PER!uwi'ER RAISED EDGE DETAIL EXTIlim SiDevvAixTRANSVERSE 0" TO NICLUDE RAMEO EDGE '! /�; , ��, z. N ♦.!f '' CEMENT CONCRETE CLgb •� "+° µ ,.. ,. (CURB ASND GUMR SHOWN NOT INCi.UDEV IN DID ITEM For NOTES see STD PLAN 104.2. 9 Paved surfaces must comply Vft ' STD PLAN 102.1 as applicable. IV, TO tis SIDEWALK r;` tY m �`- ,/ x ExPAiaStr,N JOINT IN DOTH , `y «` "� r� �O � B •' ! �' � �O x SIi7-WALK s SEE 1` 10 -' A& ItaS Ilk h �, t 4► r01k.-.i► s J01INT AND FINISH bC1lt3T FiL EFt �»». R % DETAIL :'EEXPANSION JOINT 'C,; CONTRACTION JOINT PUBLIC WORKS CEMENT CONCRETE &M. - 102 * j`+ PPRO DEPARTMENT SIDEWALK It hyF.T-pim IV 04 X TE Gregg Zimmerman, Public Waris AdmirWrstor ' " 6" SIDE OUTLET TEE SEWER 6 MIN. MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION SEWER MAIN NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. HORIZONTAL TYPICAL SIDE SEWER ELEVATION PUBLIC WORKS STANDARD SIDE SEWER SM. PLW - 40d•1 + DEPARTMENT INSTALLATION N,,�� /Y (SEVIMR MAIN TO PROPERTY LINE) JANUARY 2013 Gregg Zimmerman, Public: Works Administrator z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING a a FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION X OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION o z DEVICE SUCH AS CLEAN CHECK EXTENDABLE as BACKWATER VALVE OR APPROVED EOUAL SHALL BE D INSTALLED. 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) zCc 0 SURFACE CLEANOUT m 4"x 4"x4" WYE 4" PIPING PLAN BUILDING DRAIN FOR LOW ELEVATION HOUSE MANN TO PROPERTY UNE 5'-0" 5'-0" PROPERTY LINE FROM THE HOUSE BUILDING DRAIN SIDE SEWER BUILDING SEVER 2'-6" - TO 3'-0" 3'-0"IANd. 4�_ ren°' c�mnmo' g}n M20;0rn M � -n� CO,C D - rn Om �"Z N0 rrnnFOrn � * P -o Cal � *+;� © g � 0.} -VO m m 7D wo K)� ;a}- � cZi � 3? Z' 0 F, M C rl x 0 C rn Z 0 nn m Z to � res MX -1 0 O m "a rn A ZZ �Ncn� m $ZO Z pfrnno Rim� M I 'z ak> Z z v .., . - o 8 O On A at z -0 rr rno-a VA rn M C NOTES: 1. Prior to installation, of o sanitary sewer connection, a sidt-■.wen permit must be purchased from the City of Renton Public Works Deportment. 2. Types of pipe and fittings that can be used for sanitary sewers shall be approved by the Department of Public Works. Rubber or neoprene gaskets as specified by the manufacturer, shall be used on joints. 3. A minimum grade of 2X (1/4" per foot) must be maintained with 4" pipe. In the event a 2% grade cannot be maintained. the owner must sign a City of Renton grade release farm and then can install 6' pipe at a grade of 1X 4. For inspection of side sewer, call 24 hours in advance. The inspection phone number is on the side sewer permit. Site must be ready for inspection and representative on site when inspector arrives at appointed time. Side sewer and stub shall be tested per City specilications. Make the connection at the house. Do not boelcfM the ditch until approval is given by the inspector. Final approval will be granted after the existing septic tank has been pumped out and lMed with sand. 5. Install side serer with 2' minimum cover. 18" cover is allowed at the house if outlet is shallow. 6. If side sewer stub is not ovoilable. The owner shall be responsible for its installation per standard drawing 406.1. AN work within street right-of-woy shall be done by a licensed and bonded contractor. 7. All work shall be accomplished in accordance with the Washington Industrial Safety and Health Act. (WISHA) 8. All trench restoration for side sewers in the public right-of-way shall conform to the most current trench restoration requirements as in the Renton Standard Drawings. 9. All building sewer and side sewers shall hove bedding In accordance with standard drawing 405. 10. There shall be a minimum 10 foot horizontal separation between sonitary side sewers and water services and a minimum 5 foot horizontal separation between sanitary side sewers and gl. other utilities. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1-800-424-5555 y' v TYPICAL BUILDING SEWER SM. PIM - 401L2 PUBLIC WORKS + + FROM PROPERTY LINE TO DEPARTMENT ' BUILDING CONNECTION SEPTEMBER 2012 EXISTING ASPHALT PAVEMENT SAWCU T _\ (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (Or ACP Closs B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 2.0' MIN. (SEE NOTE 2) NEW CURB do GUTTER } NOTES; 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. 9'!'D. PUN - 109 + + PUBLIC WORKS CUM AND oU5rlR PPRO D: DEPARTMENT oE'tA�L. A)E 2" OPEN PATTERN, RETURN BEND - 180' 2" 3ALVANIZED IRON PIPE Fil_:_1 ALL 90' TURNS SHALL BE ACCOMPLISHED LOCATE %-,.�_ 2" 90' ELBOW BY MEANS OF A WYE AND 45' BEND. TWO CUT OPENING AS REO'U RED, .4' i R 2" BEEHIVE STRAINER-. / INSTALLATION, GRCUT AROUND PIPE. 2" UNION 45' BENDS SHALL NOT BE ACCEPTABLE. 4" BEND AS REQUIRED (NO MORE M CLOSE NIPPLE 2"x2"x2" TEE -�\ 18,• \ THAN 45' BEND). EVERY 2ND 4" CLEANOUT WYE WITH FF CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. WILL REQUIRE A SURFACE 2" 90' BENDS! . 2-2" BRASS 90' BENDS V,':7H C_CSE NIPPLE BETWEEN SENDS GALVANIZED IRON PIPE TO FIT_X CLOSE WIPP c 12' MIN. 2 c� 6Rr. T!CN STOP 90' BEND, !.P. THRP 6,D TO COPPER, EQUA_ TO FORD. FB 5G0. 2" TYPE K SOFT ' - CLEANOUT WYE. Z I z ' z L- , 2" 90' ELBOW L DOUGLE ,TR r SEPVICE "_AV '0TH 2" WASNEC, GRAVEL, PASSING / IPS iAP TO F iT, EQ;1.AL TO ML:E_;_ER _J J J HOUSE O I HOUSE CL HOUSE o I HOUSE a 0_ a 3 -0" MIN. 4" SEWER PIPE I SURFACE CLEANOUT ♦ 4" SURFACE ;d (TYPICAL) 6"x 6"x6" WYE t CLEANOUT 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) WYE 14" ,,.,-4" TEST TEE NTH AND 3. MINIMUM LINE SIZE FOR f CLEANOUT PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" (TYPICAL) PROPERTY UNE WYE WITH PLUG PROPERTY LINE c� 3' MtN. c� c� `a 6"x 4" REDUCER v Z z ? (TYPICAL) W MAIN SEWER UNE ,� X z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING a a FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION X OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION o z DEVICE SUCH AS CLEAN CHECK EXTENDABLE as BACKWATER VALVE OR APPROVED EOUAL SHALL BE D INSTALLED. 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) zCc 0 SURFACE CLEANOUT m 4"x 4"x4" WYE 4" PIPING PLAN BUILDING DRAIN FOR LOW ELEVATION HOUSE MANN TO PROPERTY UNE 5'-0" 5'-0" PROPERTY LINE FROM THE HOUSE BUILDING DRAIN SIDE SEWER BUILDING SEVER 2'-6" - TO 3'-0" 3'-0"IANd. 4�_ ren°' c�mnmo' g}n M20;0rn M � -n� CO,C D - rn Om �"Z N0 rrnnFOrn � * P -o Cal � *+;� © g � 0.} -VO m m 7D wo K)� ;a}- � cZi � 3? Z' 0 F, M C rl x 0 C rn Z 0 nn m Z to � res MX -1 0 O m "a rn A ZZ �Ncn� m $ZO Z pfrnno Rim� M I 'z ak> Z z v .., . - o 8 O On A at z -0 rr rno-a VA rn M C NOTES: 1. Prior to installation, of o sanitary sewer connection, a sidt-■.wen permit must be purchased from the City of Renton Public Works Deportment. 2. Types of pipe and fittings that can be used for sanitary sewers shall be approved by the Department of Public Works. Rubber or neoprene gaskets as specified by the manufacturer, shall be used on joints. 3. A minimum grade of 2X (1/4" per foot) must be maintained with 4" pipe. In the event a 2% grade cannot be maintained. the owner must sign a City of Renton grade release farm and then can install 6' pipe at a grade of 1X 4. For inspection of side sewer, call 24 hours in advance. The inspection phone number is on the side sewer permit. Site must be ready for inspection and representative on site when inspector arrives at appointed time. Side sewer and stub shall be tested per City specilications. Make the connection at the house. Do not boelcfM the ditch until approval is given by the inspector. Final approval will be granted after the existing septic tank has been pumped out and lMed with sand. 5. Install side serer with 2' minimum cover. 18" cover is allowed at the house if outlet is shallow. 6. If side sewer stub is not ovoilable. The owner shall be responsible for its installation per standard drawing 406.1. AN work within street right-of-woy shall be done by a licensed and bonded contractor. 7. All work shall be accomplished in accordance with the Washington Industrial Safety and Health Act. (WISHA) 8. All trench restoration for side sewers in the public right-of-way shall conform to the most current trench restoration requirements as in the Renton Standard Drawings. 9. All building sewer and side sewers shall hove bedding In accordance with standard drawing 405. 10. There shall be a minimum 10 foot horizontal separation between sonitary side sewers and water services and a minimum 5 foot horizontal separation between sanitary side sewers and gl. other utilities. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1-800-424-5555 y' v TYPICAL BUILDING SEWER SM. PIM - 401L2 PUBLIC WORKS + + FROM PROPERTY LINE TO DEPARTMENT ' BUILDING CONNECTION SEPTEMBER 2012 EXISTING ASPHALT PAVEMENT SAWCU T _\ (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (Or ACP Closs B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 2.0' MIN. (SEE NOTE 2) NEW CURB do GUTTER } NOTES; 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. 9'!'D. PUN - 109 + + PUBLIC WORKS CUM AND oU5rlR PPRO D: DEPARTMENT oE'tA�L. A)E 2" OPEN PATTERN, RETURN BEND - 180' 2" 3ALVANIZED IRON PIPE Fil_:_1 z LOCATE %-,.�_ 2" 90' ELBOW 11)N,�. CUT OPENING AS REO'U RED, .4' i R 2" BEEHIVE STRAINER-. / INSTALLATION, GRCUT AROUND PIPE. 2" UNION SHORT NIPPLE M CLOSE NIPPLE 2"x2"x2" TEE -�\ 18,• \ /,--2" � 2" UNION 1 17"x30" PLASTIC METER BOX EQUAL TO MID STATES PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE / IRON DIAMOND PLATE. 18'x31" MSCBC 1730R - 2" BRONZE GATE VALVE, SCREWED EQUAL FF TO RED -WHITE VALVE CORP. FIG NO. 280' RES;UFN7 SEAT GATE VALVE `MTH TREADED ENDS 2" 90' BENDS! . 2-2" BRASS 90' BENDS V,':7H C_CSE NIPPLE BETWEEN SENDS GALVANIZED IRON PIPE TO FIT_X CLOSE WIPP c 12' MIN. 2 c� 6Rr. T!CN STOP 90' BEND, !.P. THRP 6,D TO COPPER, EQUA_ TO FORD. FB 5G0. 2" TYPE K SOFT ' - COPPER TUBING TO FIT L D ST 4 1 'LAMP r.n? .. DOU LE RAF ER J�Cc � �.M F t,i r' ? r! tPS TAF TI FIT, � fi Ji+..'� T) VU .,_LER CO. L- , 2" 90' ELBOW L DOUGLE ,TR r SEPVICE "_AV '0TH 2" WASNEC, GRAVEL, PASSING / IPS iAP TO F iT, EQ;1.AL TO ML:E_;_ER 1-1/2" AND RETAINED ON ,AIR AND 'VACUUM `SALVE 2" ASSEMBLY 1/4" MA=SH FOR DRAIN APCO NO. 1452C OR Et)UAL. NOTE: AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASS'EMBLY CANNOT BE INSTALLED, PROVIDE ADDiTiONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CURB AND SIDEWALK. 2" AIR & VACUUM RELEASE SM. PI" 940.4 + + t ..� 1i` C ti 4ASSEMBLY Know what's below. Call you dig. IN COMPUNKE WrrH crrY ar RENTON STANDARDS ..2 V47te: IeP r% - w t Date: Date: D O � O oO p � p co o . �m nm �Z m 0 D z 40 %-,.�_ 2 10 I 11)N,�. �z m z m M O O D 0 m 0 m 0 m 4_ Lb � C-) Ucc U 2 r. cl: Q_ CL Z [Q� 0: ". Sam I jWAL WD Irl" CL Cf) QD Q W 0 �a WWoz L.C) 0 LLJ=� U 00-00, � zV) C) �Z Z Lv 0CL U 0 0 N Lei Lon O M d' Ln ' N � ■ 41 O CO 0U_ ■ Z N M Wj 0 O c ' c c o � "V C N .0 •- O 00 v 'Q3N 0 Z ESE o W 3 dW Z n _, W V 0 Z `tel V C: W■ cn �Lf) V) N LU O R 14690 DA 1!' 10126 15 00" 1 "=20' WSH O MAS JEF WSH ArlM WSH C5.5 D O � O oO p � p co o . �m nm �Z m 0 D z z 2 10 I C �z m z m M O O D D O � O oO p � p co o . �m nm �Z m 0 D I3 N 1 O • �^ O4�& CD j fi w O