4817 RUCKER AVE 2024-12-09 - Laserfiche WebLink

NOTES LU 2 Un 1. OPPOSING CLEANOUTS SHALL BE INSTALLED. H 2. CLEAN-OUT PIPE AND FITTINGS SHALL BE PVC ASTM D3034,SDR 35 OR AW WA C900. LIMITS OF TRENCH PROCEDURE FOR COMPACTION W yLN - OR PROVIDE UNIFORM SUPPORT UNDER PIPE BARREL. ri 3. SANITARY TEE OR WYE FITTINGS SHALL BE INSTALLED.STRAIGHt.TEES ARE NOT LEESS IN DIAMEETER WIDTH .FOR PPIPES is`Ion515 MPacr REoo NC MATERIaLTo 9Dx MAx MUM Z� GREATERw=1 EN C.I.D..1B^.PIPE MUST BE co �w ALLOWED. CENTERED Iry TR n oE.GHY EXCEPT LINE rnvOVEN PIPE,HAN I= '' ti• ONLY. � MATERIALS HAND TAMP UNDER PIPE HAUNCHES FOR ALL 4. TWO-WAY SEWER CLEAN OUTS ARE ONLY REQUIRED WHERE DIRECTED BY THE CITY. BEDDINGMATERIALS V PIPE BEDDING SE COURSE CONFORM BE CRUSHED C6 5. PRbVIDE METER BOX BODY MANUFACTURED BY"RAVEN PRODUCTS,MODEL namno laxSURFACIrvoeenmomuAcvaiEcaFNUSno�soroaoN STAnDAR0 owe6oMPAcrION wFORMangNSEE Y? ROB-17-30-12",MOUSEHOLES CUT,WITH AASTHO H-20 RATED DUCTILE IRON FLUSH WSDOJAPWA. LM a PROPERTY LINE SOLID COVER LID OR EQUAL. OPTIONAL PIPE BEDDING ITOSPRING-ONE)FORPIPE IL"8 15"DIA AND LARGER:PEA GRAVEL OR 3/4'CLEM AA[ ROCK CHIPS AS APPROVED IN ADVANCE BY ENGINEER. , OVER EXCAVATION AND PIACEMENT OF FOUNDATION FAL'TEF REQUIRED SHALL R FOUNDATION 1 MATEPIALCIA55AOE.CON FORMING TO DATIONSECTION R 8 9-03.1]OF THE STANDARD SPECIFICATI ONS FOR ROAD, ---- STANDARD WATER BRIDOE/APWA. ICIPAL mrvEaualoN __POURED CQN=f-PAVEMENI------------ METER BOX AND LID MULCH STANDARD TRENCH DRAWLSECTION GEE __________________________________________________ ----------------------------------------- ____________ ___ _________________________________________- SEESTANDARD DRAWING fi14 ------------------------------------------------ ---------------------- ----- -------------------------------------- TP OR FIG---- --- --- ---- -- --- --EP ---- ------- - --EP-,-1----------HYD ---- --- - ROSEED ----- ---- ---- _ _ ----- ---- - --- -'---------------- \ UPPER LIMIT LOFPING Q - II71I71I-II ------ - ------- ---------- ---------- i W. M --I - -1�J�11l-______________ FERNCO STRONGBACKSTYLE ��\\} �PIPF2oNE '^ Q -- ----------------- =ul=lu=l l l \L VJ ------------------------------------------ 0 -----AMEADPDiBPSOL -- - --- _ I --------------- -------------------------------------- FLEXIBLE COUPLING REDUCER \\ N 1 --- \� ////// ----------------------------------------------------------------------- -----ARE€DRAINM✓6ROEH--- L.. ----------------------------- `� IF NECESSARY OR FITTINGS CRUSHEDsuRFAONG q\ / ///// U (n AS REQUIRED. SASECOURSE UNDISTURBED OR - =- - ---- ----- COMPACTED SUBSOIL /i/ // w ------ - ----- — -------- -- ------------ III=ITT_ --- - - .................... w > J NON=Wov€N FItT€RfaeRre= - ------------ ---- - / // 1- ------ - ----- -------- 2�}�--------------I= - - ---- - = - // ------------------ ------------ ----- LOWER------ - ----- Tc Tnr— I`- BOTTOMANDStD€5----- -- - ------------ ----- SEE NMATERIALS BNOTE /i/ PIPE ZONE W w ~ Q — OPTIONAL PIPE BEDDING, \ ry LLJ a - -----TIONTHR0F1----------------------------------------------------------------------------- -- TO / J / Lu z z SEE TO BUILDING ,� �N• 'N• O > Q CO ENOTE3 - \�\\\\\�\��• ovER ExcavN ANOPucE ------------------------------------------------------------------------------------------------------ <\ \:,• FouNDATIONM ATE R`L`E`E A.B ~_ 'DD DNA APPROVED BYTHE ENGINEER W — WHENSPEaFIEO. O Q Q z_ 0 BEDDING AND FOUNDATION: 0 L COE STANDARD DETAIL NO.603 MODIFIED COE STANDARD DETAIL NO.614 MODIFIED w U 0 z C 0 1207 STORMWATER SEWER/INFILTRATION FACILITY 1205 TWO-WAY SEWER CLEANOUT 1203 BEDDING FOR STORM PIPE IN TRENCHES G `^ 0 ~ SECTION SCALE:NTS DETAIL SCALE:NTS SECTION SCALE:NTS V J z W R-2518 — Q TRIM Fears,Convax Grate 4� z HeaW D"N II��E' 1 BOLT ED�GRATES ANILOI oIV REQUIRED ALL z ��1/l\��` naes IALIGNEDry THEFTjai GTHAraB PRE C) O DCS AILA i"STSLOT al ESSSS:Le`E Eo iieNHEEAD YI aeA.earml.m ET.pc �„ .--- DOWNHI EAREssYENUNLIp°"°aEaoLT PROFESSIONAL STAMP Q NOTES ..o�n,�.xro 2 re.151211 ANDOrESANDARD SPECIFICATION jl g 'WIPE ALLOWANCES U ORADDIITIaANAL caf¢nNH55eCrIDNa Mnn��JJJJ Lu 1.As acceptable a%emativeslo the mbarIStadard PRECAST BASE O I5 f REQUIREMENTS. LLI /rA ? — wsMWd SECTION,fibVing cetl accartlirg to e6Wntlartl SperJfwgons),or "�"' 3 FOR FRAME DETAILS, STANDARD J wire mash having a-minimum area of 2 square inches per foot,shall FOR FRAM O[TAI is qPE MATERIAL OIA.- be Used with the RUN...required PE,'r Xpear,in he ALTERNATNE -AAVN NOTES INCHHsI p ECAST IRASE SECTION.VLfire shag not be placed in the Loop 11TAILA A ExcEEDI15/0•'S OF THE GRATE SIT ALL NOT o REINF3iRCED OR otlLOut4. Q a ALL TEST COCKSMUST HAVE MASSPLUGS. PWN OONCA 0' a VAN ED GRATES SHALL BE SPECIFIED SEE 3"MIN E / 2. TEST COCKS MUST FACE UP OR SIOEwavS wHlCn F MEANd VANED GRA 2. ak...kmDtshall not be greater than 2W(in).in any direction.Knockouts ETANoaao DRawING a11E THE COiTY OF ER Is moREAccassmLE. Shellhaveawallthicknessof2'(In)minlmumw2.6'(in)maximum.PNIVIce aee� AIA VCASE "°x [v ALL METAL PIPE xt a 1.5"(in)minimum gap between the kno hoot wall entl be eulsltle of the �� BB� urvoxroe FxcxnxT LLI B. PROVI DE NON-SUP SURFACE ON ACCESS LATCH A pipe.After the pipe is installed.fill the gap with Joint mortar in accordance IUI MARK HARRISON vdt,Stantlartl 6paeltkallon Seetlon 9-00.3. ALL CRaTES MUST BE STENaLEO OR STAMPFO IF VAULT IS LOCATED IN PEDESTRIAN WALKWAY. jSroSPEC.SECT.a.nses 18 ISOMETaIc BLANKPSHALEBE FILLEOIN WITH"oREAM'TH` axn J Row 3"MIN W.W. 3.The maximum depth from the finished grede to the lowest pipe Invert UND" R SOLID wail Pvcxt mail be 5'(%). LEOTOTAELEOC4nON 1$IO.SPEC.SECT.—'so11F4.The%ame and grak may be insalld wit,the flange down or integrally COE STANDARD DETAIL N0.4 ODIFIED WH ATEisrqeEl DRAWN BY: BHW a P.RIFILE cic°Yr eaaxlxp %+ castintothe adjustmentsectionwit,mange uP CHECKED BY: MH o a 5.ThePrewstBsasedonmayhaearuntleanoor,antlme ansmay1202 RINGBONE GRATE FOR CATCHPARTS wsToawe BEV ERPNPEEEmnENE ba slopadat a rete off:24orsteeper. DATE: 2D21-03-10 PLAN A.wA STATE APPROVED DOUBLE CHECK VALVE Y,T,C.tx•,OR x4• 6.The opening shell be measured at the top of the Precast Sace Section. BA OR INLET ASSEMBLY. ml Ickupholesshallbe uedPollaflerihebasinhasbeen I etl. ISSUED FOR: o NON-TRAFFICAREASUSE p gm pa TAIL SCALE:NTSRIM IN PRECAST CONCRETEVAULT(UTILITYVAULTCO PERMITS 233 0 EQUAL)OR PLASTICVALVEBoxIUiILIITYVAUicO 1324-12LORAPPROVED NMENN, ncioiuulaur"BOHT ECUJA I C.IN TRAFFIC AREAS: REVISIONS: Q LOCATION APPROVED BYTHE THE CBE SED AND RECTANGULAR ADJUSTMENT SECTION C EVERETT PRIOR TO INSTALIATION. ERE PO BAR EACH VORNER 1 BOLT DOWN CAPABILITYS CJCALEYS IN r G gBPA HOOP Jr MIN D ON COVALL IRS EAMEIp GRATESIAIPEgUIREO MHE USTABEA4TM NIAYER O�FREEO AININGTL SC '+b� ETMLa a�i „ILL-1J ARLGNEO WIIH THEI GHATIAOR C0 2 _ E •AY' Qy SLof THE FRAMESHALL ACCE E.L.I \ ANGLES MAYBE N OR OUTFOFOEOX SO LONG AS .f. A STIEEE/RECESSED ALLENINAIN CAP E vAive oFEkAT.R AND EC AaecniRAOcn ENO FOR -t. ``�`` v�C H 2 2 o a ! 'v' APPPROVEDNmECRPPEo VAn�Es`Aliv �s Row MAINTENANCE P oe T l V TA OF Ba aw L M. ry Q = soL�rwu 2. ALTE MA"U21,1E ENFORCING DESIGNS Q s H` r - A"rvcE F SPECIFICATION RHoaao z • �� d J•/DNAL ts� ,,, — :r AND SvccF cnR ONs sEcnorvawn J EACHCORNBR r� rT, tt a'}'I Heilman,Julie = TOP a ADDITIONAL REgU10.EMENTs. ELEVATION lroovs IOWCu,'Ip,;�y .I,n252Dn2:sc PM p„ p�R FRAME DETAILS,SEE STANDARD REDUCING SECTION BS FWA HOOP ,N. — WING aos. 1 O CAT��C..F...""""H BASIN TYPE I �' STAINI PLAN B5.40-02 HE SHEET I E°9Aca''x wA VV O M y uauunoN f U BIGUIR 11) t e r O 1 7. COE STANDARD DETAIL NO.403 MODIFIED PRECASTBASE SECTION ALTERNATIVE PRECAST BASE SECTION Q COE STANDARD DETAIL NO.520 MODIFIED COE STANDARD DETAIL .410 MODIFIED DWG.NO. /� OF 14 L ui 1208 DOUBLE CHECK VALVE ASSEMBLY 1204 STORM CATCH BASIN-TYPE L-1 AND CONVEX GRATEM 12 SOLID COVER FOR CATCH BASIN OR INL SECTION-DETAIL PLAN SCALE:NTS SECTION DETAIL SCALE:NTS AIL SCALE:NTS L4.1