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HomeMy WebLinkAboutS-320603PNM HVMNT 9VU SE =1LY -ME SWK 10 IM F-5110 OR =PNE11111111001 TV![ a1 a GLOW MMMLL*k Y i N of0. km M4M_'_T INN ODAUNOII 300. AND WI11 DUS PAM WnN r MDWMK JOINT NW WI M LUN. 5-1/4' WAN WLVE OPQNIIO. 1W0 2-1/f' N= OONI!>cI101i HOOK SM INIM IN E40L 4' PUMPW OOIMEOIIOM aIY OF WATTM rr� MAIM A MW ADAPTOR. 422 K4 ME KNEAD X S' Sf0I1Z. AI ACM WIN IN STANN'SS =M!l10.. W&E 1 -1/4' PORA90 tv O'E11AT01Q MR. FIN HIM INU 10 SE PO MID NINTH 11110 OOIATS W PNOR. IELLY MAIM III. 1740 -m W 117M AoIIMLIC OLOSR $MTN YEIm at APPIN MUAL 11111i CONNOCIIOM 10 mm mw on 4 oIIMI.'Ilml IN WI 01 FIN OEPNTINW. FIN HM�MIM IOM ION 70 SE L= IF I�1�. r 1 1� - r 1 • • • r1 + A • • p a °°� _ Q 0 �p w � Z oW 0 J r U R z D < r iW Ln W x Ur T/ 2G) BEH OW SACK OF cum an Ir SEHMD 9= OF SIDEW" THAT IS ADJACENT 70 cum TWO-PIECE CAST NOON VALVE BOX VAIN WO TYPE COVER. 4,575' x 5' 31 01tZ EQUAL TO OLYMPIC FOUNDRY 00. STANDARD r TOP SECTION D WITH IE AULAR SASE SEC110N LENGTH TO FIT. VALVE NUT MAX EXIEINSIOII AS REGUNED (SEE DNA EM / PACE SOSO). MN 2� RAISED PAVEMENT MAKER TYPE M - AS S RASONITE TWO -NAY SLUE 4r MIN r OONCRI TE SLICKING MAIN LINE TEE WI1H r FLANGE SDE OUTLET. S' GATE VALVE (FL X MJ) AWWN1 C-501L RESILIENT SEAT d' DUCTILE IM PI PL CLASS 52 CEMENT U NE'D, LOOM TO FIT 10' x S' x 4' 2 -3/4. CO-7061M TIE RODS. SEE SID DETAL FOR TE RODS. MMINNLIM CONCRETE OLM HYDRANT UNDER -1/2 YARD WASHED DRAM ROCK (3'1110 3/S') MIN. I ABOVE SOOT FLANGE. PLACE S MIL POLYETH YUF31E FILM AROUND TOP AND SM OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GRMW MIN 3' RADIUS LEVEL ALL GROUND MN 3' RADIUS t 4" x 8` n! � STORz y" OINE MAN ROCK 1 6 F� HYDRANT LOCATION IN CUT OR FILL Y,AE FM EnrgUff ADOPTED CITY Or liiIITON 9landard plans LlT DATNI~ 04/04 ATE SIN PR DWG. NAME: BR24 SP PAGE: 8102 SIDEWALK DRIVEWAY DR ALLEY CONSTRUCTION NOTES AND DE TAIL EXPANSION JOINTS SEE NOTE 2 Lai 'r- / 1S, hI tlkh TD �, a 6' MIN e� 3/8 .. EXPANSION rp m- hN�A4k 2s� JOINTS hNx t•' SEE NOTE 2 1„ s' SEE NOTE 1 �•� SIDEWALK 10„ / 6" RESIDENTIAL Iwo 10" COMMERCIAL OR INDUSTRIAL ALTERNATE 1 / CURB AND GUTTER SEE DETAIL "A" A .. 4 WHEN THERE IS A PLANTING STRIP 10" EXPANSION JOINT 3/8" EXPANSION JOINTS SEE NOTE 2 DRIVEWAY OR ALLEY 6 �S' Rfs rRlRic�ZL, f AZ k rD " 3/8" EXPANSION 'k JOINTS SEE NOTE 1 SEE NOTE 2 s i- SIDEWALK SHOWN HOWEVER, OTHER CURBS MAY BE USED (SEE SECTION A -A STANDARD PLANS) SCORE LINE 6" DETAIL A APPROACH WITH MONOLITHIC CURB L V) cr z ao •C Uj a a Q Q p E N� V z Ld �� t'--I a' CHAMBER CONE •- RUBBER GASKET C r O PIPE E < ', " E N.. 0 a _ C I .0 Cp Z Y 1i o p a °°� _ Q 0 �p w � Z oW 0 J r U R z D < r iW Ln W x Ur T/ 2G) BEH OW SACK OF cum an Ir SEHMD 9= OF SIDEW" THAT IS ADJACENT 70 cum TWO-PIECE CAST NOON VALVE BOX VAIN WO TYPE COVER. 4,575' x 5' 31 01tZ EQUAL TO OLYMPIC FOUNDRY 00. STANDARD r TOP SECTION D WITH IE AULAR SASE SEC110N LENGTH TO FIT. VALVE NUT MAX EXIEINSIOII AS REGUNED (SEE DNA EM / PACE SOSO). MN 2� RAISED PAVEMENT MAKER TYPE M - AS S RASONITE TWO -NAY SLUE 4r MIN r OONCRI TE SLICKING MAIN LINE TEE WI1H r FLANGE SDE OUTLET. S' GATE VALVE (FL X MJ) AWWN1 C-501L RESILIENT SEAT d' DUCTILE IM PI PL CLASS 52 CEMENT U NE'D, LOOM TO FIT 10' x S' x 4' 2 -3/4. CO-7061M TIE RODS. SEE SID DETAL FOR TE RODS. MMINNLIM CONCRETE OLM HYDRANT UNDER -1/2 YARD WASHED DRAM ROCK (3'1110 3/S') MIN. I ABOVE SOOT FLANGE. PLACE S MIL POLYETH YUF31E FILM AROUND TOP AND SM OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GRMW MIN 3' RADIUS LEVEL ALL GROUND MN 3' RADIUS t 4" x 8` n! � STORz y" OINE MAN ROCK 1 6 F� HYDRANT LOCATION IN CUT OR FILL Y,AE FM EnrgUff ADOPTED CITY Or liiIITON 9landard plans LlT DATNI~ 04/04 ATE SIN PR DWG. NAME: BR24 SP PAGE: 8102 SIDEWALK DRIVEWAY DR ALLEY CONSTRUCTION NOTES AND DE TAIL EXPANSION JOINTS SEE NOTE 2 Lai 'r- / 1S, hI tlkh TD �, a 6' MIN e� 3/8 .. EXPANSION rp m- hN�A4k 2s� JOINTS hNx t•' SEE NOTE 2 1„ s' SEE NOTE 1 �•� SIDEWALK 10„ / 6" RESIDENTIAL Iwo 10" COMMERCIAL OR INDUSTRIAL ALTERNATE 1 / CURB AND GUTTER SEE DETAIL "A" A .. 4 WHEN THERE IS A PLANTING STRIP 10" EXPANSION JOINT 3/8" EXPANSION JOINTS SEE NOTE 2 DRIVEWAY OR ALLEY 6 �S' Rfs rRlRic�ZL, f AZ k rD " 3/8" EXPANSION 'k JOINTS SEE NOTE 1 SEE NOTE 2 s i- SIDEWALK SHOWN HOWEVER, OTHER CURBS MAY BE USED (SEE SECTION A -A STANDARD PLANS) SCORE LINE 6" DETAIL A APPROACH WITH MONOLITHIC CURB NOT TO SCALE W J Big 6 i TOP OF POND EL= 19.00 TOP OF SEE NOTE 5 EL.= 18.50 BOTTOM OF A ,'� EL= 18.0 CHAMBER CONE •- RUBBER GASKET ■ PIPE ALTERNATE 2 R.C.P. OR EQUAL C 4" Lm ma !� Z Y - WHEN SIDEWALK IS NEXT TO CURB Orly o L or NOTE, CEMENT CONCRETE DRIVEWAY I. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C /C. THEY SHALL OR ALLEY APPROACH S MMI PER Cf1Y 1RE111EN PM DK0 NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL EXTEND 2 -1/4" DEEP. 4 m m m m m CL 2. 112" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH. Ism, PER 10" oaf 113 AD= PER CRY AEKW it 9 IN IN Of 3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED ADOPTED •••, . .1► l� 1/19/011 Ql�D - AS - -- - �Att 1 ww�' rAtIE 4. ALL JOINTS SHALL BE CLEANED AND EDGED. Q" a =I Do 8 ;3 a �. W 5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED "A "). staind rd •� ♦ �' o 6. INTEGRAL WITH STANDARD CURB (SEE DETAIL COMPACTION pk" ut DAM 12/15 /91 Lff "m , SUBGRADE SHALL BE 95% MODIFIED PROCTOR. DW. NAh1E: OR38 SP PAGE: 8073 I DATE I REVISION I BY Am-d DWG. NAME: FRO N SP PAGE: F006 CEMENT CONCRETE APPROACH FOR DRIVEWAYS AND ALLEYS - 1BDtDER NOT TO SCALE W J Big 6 i TOP OF POND EL= 19.00 TOP OF ROCK EL.= 18.50 BOTTOM OF ROCK EL= 18.0 22' MIN FLOW DEPTH =0.2' MAX r-� -- - - -- -- 6" MIN f o 0 o 3:� 6' MIN 6" MIN. DEPTH, 2" -6" DNA. QUARRY SPALLS OVER9.0W WAY DETAIN.. NOT TO SCALE NOTES: 1. S TO EE 3A/4 r DEFORMED BAR GALVANNI7W SAFETY 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING 9M. 4. ALL JOINTS SHALL BE GROUTED. 5. SANITARY SEWER MANHOLES SHALL FIVE ALL INTERIOR SURFACES, INCLUDING CH ANNELING, COATED (SEALED) WITH A HIGH SOLI06 URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL: COLOR OF COATING SWILL BE WHITE. 6. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443• 7. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 8. CONNECTIONS TO MN*K LE SHALL BE MADE LOSING GPK ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL. ADJUSTING RINGS OR- BLOCKS AS REQUIRED. 24" x 6" FRAME AND LOCKING LID PER DRAWING BR29. 4" RM, To 2" ML lap 4 PL. Iir'� AIO rL11a� wra%v" 4 Be, NOTES: 1. Prigr to i staktioq. of o eqnftry bo h=tft of 2. T amp' e� F �`°be� a Sim HOUSE HOUSE HOUSE or 411111 3. A ff"num g mI.of 2M (1/4" per fpp�) nNNt be rm0i�ih 4 Thi d 2= grant r►» A n sore 4" IEWER�PIP[F�rE I axA W VVIE 4. For �{ y� fir' coN 24 hours •, 77 -5670. SiU must be rem* for inspection T11 M45 MM NO 4" CLEaouT 4" KVER PIPE, Sa NVU s 40 s a arw oft when inspector CHOW M BoIECTOI aR GMI9 WrE WI71I PLUS �M LK SI19 rot Ulm TWA tinN. Side �ewK and " CLEAMM vr[A 4" TEST TEE 3'-0" NIN i/MA rNM.r Lt s" or�ecper ply specit�eotans• ftt PUG rmx PROPcm Lm u► = ditch unts �pya�E the house. Do not i PROERTr LBEj~j�gh ppr ri� be is _. bI/ the i or. 6, im '■ 6 "x 4" ROARER +■ i. atbnNc been �o►outLt ovW rNled send. (TnCAU �. 5. cover � allowed of the house outlet tMallow. IMAM S[11ER LME IL If side sewer is not avock ble. The owner sh d be TYPICAL BUILDING SEWER INSTALLATION PLAN shall n wmum�a pie• �j too is s sew araloe, the man serer line rr be tapped 4" SOB. PNrs thru ta- s addle. AN work WI hire W TIE PALJM SEVER is LOWER TWw Ti9 stree of- shON be done t, 4" CALMR COIPLBN6 Ro0uWAY G"ATBBM, SpAxrLOV PREvorttdm and contractor. a licensed P aR CGU L To NIT s e� S MALL BE WYN.LEI EBIML TO True 7. ANI Wbe o oompRelled M 4�44"x4"l OR EOIML To h Industnol Safety and 3M�4N°�T S. AN trench bodM for side sewers in 4 Psi mapublc K r' -of-my shah consist a 5/6 rocIL 4 "x 4 "x 1" TEST TEE 4„ '�� 1i UP me PLUINEa 4„ IIwPLE � 9. AN bulTding sewer and side sewers shoN how bedding in accordance with drawing OW18C or 6 "x 4" R19111U a BRO9 as applicable. rIT 4 Cm/LLm 'm M I I RN>aw 11""- STUS AIO cAP OR PLUG PLAN am 0o OR CXUTM6 s" SE VOe pm BUILDING DRAIN AIO MSTALL BUILDING SEWER COUPLMGS, FOR LOW HOUSE REnICER, TEES, Am Boas AS Rmusli . TYPICAL BUILDING SEWER (SIDE SEWER(PROPERTY UNE) TO BUILDING CONNECTION) INSTALLATION PLAN I NONE" 11= SEE Sul SEWU OCTAL pvqm TO -41110, ;2 1 KrOO MPER" LM ADOPTED I I I 6" UK OWLET TEE cxrr or 111010"Off I I SEE NOTE 6 SEWER ON CALL FOR LOCATIONS BEFORE YOU DIG standard plans PLAN 4" LOCATORS 1-800 -424 - 5'.535 L T DATE: 12/15/01 IL J BUILDING SEWER INSTALLATION x r it 3/0" ICI -SKm PATTM CART MfEMOL OI RF sc-3/r R4" r 3/4" NO, -V4" s*-v4" COVER (NON- LOCKING) A FOR 5/8" -11 N.C. x 1 -1/4" B S.S. SOC. HA CAP SCREW (3 REQ•D.) sh' &m" 1/t" 1rP. TYP. NON -SKID PATTERN 1" KAT SECTION B -B 2" RAISED LETTERS AS REW& SEE NOTE No.3 BELOW UNDERSIDE SHOWN FOR CLARITY V4" CM (M.1 ON r3" BC. BRB.L no TAP 5/r-n R.C. 1_VV„ Cali OACKM 0 rr ICATV. 3 PU FRAME (LOCKING) COVER MANHOLE FRAME AND COVER NOTES �DOP7><D 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. AD w 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. 3. USE FRAME AND COVER FOR STOW (SPECIFY "DRAIN" ON COVER), wP■A..i �... SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). m ism 13VIV" DWG. MIME. 9Nt2o SP PAGE - OD74 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/9" N-L CAST MON RIN PIK MATERIAL AS SPECIIFIE BY THE ENGINNEER AM* UN11dPROVED AREAS POUR 11-0" T"m 2'-W SQUARE CONC11ElE, CLASS 3000. MO MOUND RING AND COWER. M ASPIWT ROADII WS REST AROUND CLLR NOUt RING AND COVER AS MEQIAIMD IN 3TNr01yq KIIAL ORMIIG SM. ROLL 1'97 12" it FIBER PACKS W a /9) DATE R SIN BY 1APP R DWG. NAME: BR35 SP PAGE: BO82 " BELOW STREET GRADE 24 "x 24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO MAIN t-, .. � l� , •_�. 6" ON 6" Y BRANCH NOTE DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. NOTE TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE LONG 6" I/8 BEND Il♦ STANDARD 6" ON B" TEE •, SIDE SEINER RISER CONNECTION •,�� '' " ..,:... -. ,, � ,...•� 5 SEWER MAIN TO SEINER M,uuN ADOPM Cwt or su &" rr.. Oar IarAt 12/15/11 DWG. NAME MM SP PACE: W81 BACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATIM LEVEL CSEE MM 4)---J,,,- LIMITS OF PIPE ZONE CCLm A 31111 e -W a E IoTE 4> LDUTS OF PIPE ZONE 9. C. A. BEDOSNG FOR RIGID PIPE LIMITS OF PIPE Z@E NOTES L MVSK R1Iwoal SUPPORT waaR BARREL. a WAD TAIL L"m IM ACHM 36 CMAC1 BEBBMi IuTEli 10 IM PDX I ORTMT BRr T I y W*= mm NPIIB Top OILr. 4. SHE "EKAVATxR1 00 PIETIMIITI 14 W TREICW M TIE SAIfTART SEWERS MCTxr1 OF M STAIeMRS 9vCvxTi%= I[ FOR 70Mm wav" -W" Ate TIIE1RTe1I6 O"mm TW PIK B WILL K THE Wfom TREIR,11 vWft oaxpr NOR CUM ,% BoBrII: TIE Ns COIRSnrIL VIM OWL sE 1 -vR LL • Sus. 3 7RE1MI MXFXL DOLL CMWI M - MCIIrLLM Sr r TODCMW M 11E SAMTARI' IEWM SECIBBI O' TIE STAIeMRB XgZWICAT111O1L COM" TWIT RaC1a reaCum IM1EI4ALm I" Poe Aw of P!E 1009M *ftL NOT x USES M M L SIX •"KBl>r9i IMTOW FOR 111i r'NPE" M TW AERR{IiATEt ZMTBB1 O' M =TAIORRB �i1I:A7xBlt FOR 719 IMTV&& �xJ1TB7R 7. >Q ••K>~O W1IERIAL FOR n = K Pow- M M �m mc, or BTAIeMRB lmmwrATIM FOR TIE IMTERSIL X11111 i. 9 IPOPEr x SCHM M SM A WAM AS = 01 nAv LW n IEDDSNG CLASS DESIGN BM[IEa1 CAN A t.: ADAPTOR COLLAR cAms c .•~ a An r PRECAST VALVE r NK V4 L96 Ie- Iwt • 8" OR 12" >i" CHAMBER CONE •- RUBBER GASKET ■ PIPE m%x. R.C.P. OR EQUAL C 1"4 OO Lm ma Le ant as - Orly C>'EPAFW7%oWW PLJBLIC WORKS S MMI PER Cf1Y 1RE111EN PM DK0 10/27/04 4 MW PER C ff' NWV COM f is 1S 00 9/22/04 3 2 Ism, PER 10" oaf 113 AD= PER CRY AEKW ;' • , • •` • .A� Of 6" M en .• �' ,p + A .. F,L io 9NROMa •••, . .1► l� 1/19/011 Ql�D - AS - -- - �Att 1 ww�' rAtIE 4e•' SMNITARY MANHOLE EXTRA SHALLOW TYPE C s DOPM POURED IN PLACE BASE a" W �oR " Lff "m , DW. NAh1E: OR38 SP PAGE: 8073 lap 4 PL. Iir'� AIO rL11a� wra%v" 4 Be, NOTES: 1. Prigr to i staktioq. of o eqnftry bo h=tft of 2. T amp' e� F �`°be� a Sim HOUSE HOUSE HOUSE or 411111 3. A ff"num g mI.of 2M (1/4" per fpp�) nNNt be rm0i�ih 4 Thi d 2= grant r►» A n sore 4" IEWER�PIP[F�rE I axA W VVIE 4. For �{ y� fir' coN 24 hours •, 77 -5670. SiU must be rem* for inspection T11 M45 MM NO 4" CLEaouT 4" KVER PIPE, Sa NVU s 40 s a arw oft when inspector CHOW M BoIECTOI aR GMI9 WrE WI71I PLUS �M LK SI19 rot Ulm TWA tinN. Side �ewK and " CLEAMM vr[A 4" TEST TEE 3'-0" NIN i/MA rNM.r Lt s" or�ecper ply specit�eotans• ftt PUG rmx PROPcm Lm u► = ditch unts �pya�E the house. Do not i PROERTr LBEj~j�gh ppr ri� be is _. bI/ the i or. 6, im '■ 6 "x 4" ROARER +■ i. atbnNc been �o►outLt ovW rNled send. (TnCAU �. 5. cover � allowed of the house outlet tMallow. IMAM S[11ER LME IL If side sewer is not avock ble. The owner sh d be TYPICAL BUILDING SEWER INSTALLATION PLAN shall n wmum�a pie• �j too is s sew araloe, the man serer line rr be tapped 4" SOB. PNrs thru ta- s addle. AN work WI hire W TIE PALJM SEVER is LOWER TWw Ti9 stree of- shON be done t, 4" CALMR COIPLBN6 Ro0uWAY G"ATBBM, SpAxrLOV PREvorttdm and contractor. a licensed P aR CGU L To NIT s e� S MALL BE WYN.LEI EBIML TO True 7. ANI Wbe o oompRelled M 4�44"x4"l OR EOIML To h Industnol Safety and 3M�4N°�T S. AN trench bodM for side sewers in 4 Psi mapublc K r' -of-my shah consist a 5/6 rocIL 4 "x 4 "x 1" TEST TEE 4„ '�� 1i UP me PLUINEa 4„ IIwPLE � 9. AN bulTding sewer and side sewers shoN how bedding in accordance with drawing OW18C or 6 "x 4" R19111U a BRO9 as applicable. rIT 4 Cm/LLm 'm M I I RN>aw 11""- STUS AIO cAP OR PLUG PLAN am 0o OR CXUTM6 s" SE VOe pm BUILDING DRAIN AIO MSTALL BUILDING SEWER COUPLMGS, FOR LOW HOUSE REnICER, TEES, Am Boas AS Rmusli . TYPICAL BUILDING SEWER (SIDE SEWER(PROPERTY UNE) TO BUILDING CONNECTION) INSTALLATION PLAN I NONE" 11= SEE Sul SEWU OCTAL pvqm TO -41110, ;2 1 KrOO MPER" LM ADOPTED I I I 6" UK OWLET TEE cxrr or 111010"Off I I SEE NOTE 6 SEWER ON CALL FOR LOCATIONS BEFORE YOU DIG standard plans PLAN 4" LOCATORS 1-800 -424 - 5'.535 L T DATE: 12/15/01 IL J BUILDING SEWER INSTALLATION x r it 3/0" ICI -SKm PATTM CART MfEMOL OI RF sc-3/r R4" r 3/4" NO, -V4" s*-v4" COVER (NON- LOCKING) A FOR 5/8" -11 N.C. x 1 -1/4" B S.S. SOC. HA CAP SCREW (3 REQ•D.) sh' &m" 1/t" 1rP. TYP. NON -SKID PATTERN 1" KAT SECTION B -B 2" RAISED LETTERS AS REW& SEE NOTE No.3 BELOW UNDERSIDE SHOWN FOR CLARITY V4" CM (M.1 ON r3" BC. BRB.L no TAP 5/r-n R.C. 1_VV„ Cali OACKM 0 rr ICATV. 3 PU FRAME (LOCKING) COVER MANHOLE FRAME AND COVER NOTES �DOP7><D 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. AD w 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. 3. USE FRAME AND COVER FOR STOW (SPECIFY "DRAIN" ON COVER), wP■A..i �... SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). m ism 13VIV" DWG. MIME. 9Nt2o SP PAGE - OD74 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/9" N-L CAST MON RIN PIK MATERIAL AS SPECIIFIE BY THE ENGINNEER AM* UN11dPROVED AREAS POUR 11-0" T"m 2'-W SQUARE CONC11ElE, CLASS 3000. MO MOUND RING AND COWER. M ASPIWT ROADII WS REST AROUND CLLR NOUt RING AND COVER AS MEQIAIMD IN 3TNr01yq KIIAL ORMIIG SM. ROLL 1'97 12" it FIBER PACKS W a /9) DATE R SIN BY 1APP R DWG. NAME: BR35 SP PAGE: BO82 " BELOW STREET GRADE 24 "x 24" COMM. CLS. CONCRETE BLOCK POURED AROUND CONNECTION TO MAIN t-, .. � l� , •_�. 6" ON 6" Y BRANCH NOTE DO NOT USE WITHOUT WRITTEN APPROVAL OF THE WASTEWATER UTILITY. NOTE TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE LONG 6" I/8 BEND Il♦ STANDARD 6" ON B" TEE •, SIDE SEINER RISER CONNECTION •,�� '' " ..,:... -. ,, � ,...•� 5 SEWER MAIN TO SEINER M,uuN ADOPM Cwt or su &" rr.. Oar IarAt 12/15/11 DWG. NAME MM SP PACE: W81 BACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATIM LEVEL CSEE MM 4)---J,,,- LIMITS OF PIPE ZONE CCLm A 31111 e -W a E IoTE 4> LDUTS OF PIPE ZONE 9. C. A. BEDOSNG FOR RIGID PIPE LIMITS OF PIPE Z@E NOTES L MVSK R1Iwoal SUPPORT waaR BARREL. a WAD TAIL L"m IM ACHM 36 CMAC1 BEBBMi IuTEli 10 IM PDX I ORTMT BRr T I y W*= mm NPIIB Top OILr. 4. SHE "EKAVATxR1 00 PIETIMIITI 14 W TREICW M TIE SAIfTART SEWERS MCTxr1 OF M STAIeMRS 9vCvxTi%= I[ FOR 70Mm wav" -W" Ate TIIE1RTe1I6 O"mm TW PIK B WILL K THE Wfom TREIR,11 vWft oaxpr NOR CUM ,% BoBrII: TIE Ns COIRSnrIL VIM OWL sE 1 -vR LL • Sus. 3 7RE1MI MXFXL DOLL CMWI M - MCIIrLLM Sr r TODCMW M 11E SAMTARI' IEWM SECIBBI O' TIE STAIeMRB XgZWICAT111O1L COM" TWIT RaC1a reaCum IM1EI4ALm I" Poe Aw of P!E 1009M *ftL NOT x USES M M L SIX •"KBl>r9i IMTOW FOR 111i r'NPE" M TW AERR{IiATEt ZMTBB1 O' M =TAIORRB �i1I:A7xBlt FOR 719 IMTV&& �xJ1TB7R 7. >Q ••K>~O W1IERIAL FOR n = K Pow- M M �m mc, or BTAIeMRB lmmwrATIM FOR TIE IMTERSIL X11111 i. 9 IPOPEr x SCHM M SM A WAM AS = 01 nAv LW n ■A■r oft eT Lis, MOMeBM 6" F CONCRETE BEDDDNG MATERIAL BA oral rift Ss CLASS 3000 FOR FLEXIBLE PIPE e (SEE MOTE 7) PIPE BEDOONO FOR SANITARY SEVERS FOUNBATIM LEVEL A ADOPM oII► w IIIwSrr IEDOSNG FOR FLEXIBLE PIPE 6-41-w � 4. s, 71 s s Im ITT IL owe. NOME: 91/19( SP PAGE: 9077 PLUG TO K SEALED •INCH OR I INCH CLZAIIII-01R IN SW MAKER AS POW KWO JOINT& ADOPM wnr w NNBNNw �wone"ilr yinT 0110. Orr : hill n Sr PAGIL sm ;*, �►�,4 AMA L E 1 r� 1 If 1 ' • • i 1 .a I U ° Xi I O_ w O N W m X w w C W Q I o P O w 3 /w\ O Uj M II 0 cm r. c a 0 (V a 0 a� E .r P O W I H- Z SU 0 Z W U) V) W D- v W Li v, pZ n) 'Q© N00 0O c 2 v+ Z0)QDOno W �Z � c ,,� - � .N 12 v N OOWNN -, a� TD N 4 �►, ' o 8+ 0 J CL W y V LZ �s IEDDSNG CLASS DESIGN BM[IEa1 CAN A CLMM B cAms c MRS a a An r A r NK V4 L96 Ie- Iwt ■ ■ !� ■ B V4 m C 1"4 OO Lm ma Le ant as - ■A■r oft eT Lis, MOMeBM 6" F CONCRETE BEDDDNG MATERIAL BA oral rift Ss CLASS 3000 FOR FLEXIBLE PIPE e (SEE MOTE 7) PIPE BEDOONO FOR SANITARY SEVERS FOUNBATIM LEVEL A ADOPM oII► w IIIwSrr IEDOSNG FOR FLEXIBLE PIPE 6-41-w � 4. s, 71 s s Im ITT IL owe. NOME: 91/19( SP PAGE: 9077 PLUG TO K SEALED •INCH OR I INCH CLZAIIII-01R IN SW MAKER AS POW KWO JOINT& ADOPM wnr w NNBNNw �wone"ilr yinT 0110. 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