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Home My WebLink About054 - SD-2 - STANDARD DETAILS CARRIER PIPEJOINT CARRIERPIPE PIPE CASING SPACER CASING PIPE A STAINLESS STEEL BAND RUBBER SEAL CARRIER PIPE #5 BAR SPACED 121NCHE5 O.C.EACH WAV A 1'MAX. 1'MAX. B'MH%.(TYP) Y MAX. — 6"CONCRETE PAVEMENT DISTANCE OF BORE ,,... 3•..... ,,.. 6"MINIMl1M DEPTH OF 1-i12" CARRIERPIPE 'UNLESSOTHERWISE ,;,�f MINUSCRUSHE�BASECOURSE �-� CRUSHEDBASECOURSE1"MINUS aEQuiaEo av ani�aono - _� PIPESIZE CASINGO.D. THICKNE55 OROTHERSUCH ________________________________ -�->O( O O/ 1O' O O O coveaNwcnurHORirv. CASING PIPE STAWLESS STEEL BAND `�C-\_`��C-\�<�� ___________________ 8 8' t/a" - o SUB-BASE COURSE 3"MINUS s• is "° METHOD 1 irMiNimuMOEarHs-iNCH � � 10" 20" 5/i6" MINUSSUBBASECOURSE � iz• za• sne, �� /� �s�� ao�� are� BRICKS AND MORTAR 18" 30" 3/e" ANGLESTOBECONSTANTAROUND (ASREQUIRED) ENTIRE CIRCUMFERENCE OF THE UNDISTURBED NATNE GROUN� 20" 36" 1/2" pIPE.NUMBER OF SPACERS PER PIPE CASING �R 8"MINIMUM MOISTURE CONOITIONEO AND t/2" MANUFACTURER'S SPECIFIGATIONS NIRAP WATER PIPES SPACER COMPACTED NATIVE FILL T095%MA%IMUM UNDISTURBED NATIVE GROUND DRV DENSITV PER STANDAR�PROCTOR OR AT BULKHEADS W ITH CASING PIPE s•MiNiMUM moisruae coNoiTioNeo nNo RUNNER� TWO LAYERS OF 15 COMPACTED NATIVE FILLT095%MAXIMUM POUND BUILDING DRV DENSITV PER STANOARD PROCTOR RisER�, � FELT �roa Hn�F NOTES: , PIPE 1. PRIOR TO PLACEMENT OF THE BASE COURSE,THE EXPOSED SUBGRADE SHALL BE NOTES: CHSING SCARIFIED TO A MINIMUM DEPTH OF EIGHT INCHES(B")BELO W EXISTING GRADE, sancEa MoiSTURe CONoirioNeo,allo ReCOMcnCTeo ro 95/(MiNiMUM oF MnximUM oeNSiTv 1. PRIOR TO PLACEMENT OF THE BASE COURSE,THE EXPOSED SUBGRADE SHALL BE SCARIFIED TOA MINIMUM RieeEOFUNEaE� �._. .__�"-uNER � ) � ; -�, cnRaiea � ns oererzMmeo ev nsrm o sse. DEPTH OF EIGHT INCHES(8")BELOW EXISTING GR4DE,MOISTl1RE CONDITIONED,AND RECOMPACTED T095% P�PE z. qccaecnTe sue-anse couRse sHnu coNFORm To secrioN o2zaa oF rHe MPwss (MINIMUM)OF MAXIMUM DENSITY AS DETERMINED BY ASTM D 698. AND INCORPORATE A MAXIMUM PARTICLE SIZE OF THREE INCHES 3. ��eorroM Hn�F � � 2. AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPOR4TE A cnplPE�� CARRIER PIPE s. nccRecnre ense couRse snnu coNForzm To secrioN ozzas oF rHe mPwss nNo MAXIMUM PARTICLE SIZE OF THREE INCHES(3"). INCORPORATE A MAXIMl1M PARTICLE SIZE OF ONE ANO ONE-HALF INCHES(1-1/2")_ - SECTION��A-A�� a. qccRecnreensecouRsesnnueecomPncreoronmiwMUMOFssioFrHe 3. AGGREGATEBASECOURSESHALLCONFORMTOSECTION022350FTHEMPWSSANDINCORPORATEAMAXIMUM MAXIMUM DRV DENSITV AS DETERMINED BV ASTM D 698. PARTICLE SIZE OF ONE INCH(1"J. n�ore s. coNCRere sHnu ee maoao RewFORceo wirH Reenrz ns Noreo neove. 4. AGGREGATE BASE COURSE AND SUB-BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95%OF THE 1. CASING SPACERS SHALL BE CCS SERIES BV CHSCH�E WHTERWORKS MFG.OR 6. REINFORCEMENT SHALL BE PLACEO 2"ABOVE THE BOTTOM OF THE SLAB AND HAVE 1' MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698. ENGINEER-HPPROVEO E�UNALENT. NOTE: � i.rnis srnNonRo is nPaucne�e FOR a•oinMereR nNo�nRceR cnaRieR aiPe. MiN.c�enR coverz ro eoces. 5. THE FINISHED SURFACE MUST BE FREE OF RUTS,DEPRESSIONS,OR OTHER SURFACE DEFECTS EXCEEDING z. Piae doiNrs musr ee aesraniNeo usiNc mecnwc oR siMiva.coNrancroR Hns rHe z Fiwsn CONCaere wirn uGHT aaooM FiwSH. ONE-QUARTER MCH(114")AS MEASURED WITH A TEN F00T(10')STRAIGHT EDGE PARALLELING THE FINISHED wnoNOFuswcccs-�aseaiesevcnscnoewnleawoRKsmFc.oaeNciNeea-naaeoveo METHOD 2 SURFACE.MAKECORRECTIONSBYSCARIFYMGANDRELAYINGTHEMIXTUREATCONTRACTOREXPENSE. Eouivn�ENr. 3. APPROVED CASING SPACERS AND EN�SEALS SHALL BE INSTALLED PER MANl1FNCTl1RER'S SPECIFICATIONS.USE H"CENTERE�8 RESTRFINE�"CONFIGIIRHTION ANO PROVI�E THE nNUFnCTUaER WITH THE FOLLOWING INFORMaT10N:CARRIER PIPE 0 0.,CnSING PIPE I o.,nNo CNSING LENGiH. �1� TYPICAL CASING SPACERS �2� TYPICAL CASWG END SEALS �31 SITE CONCRETE SECTION �4� SITE GRAVEL SECTION S�A�E:Nrs s�A�E NTs s�A�E Nrs s�A�E Nrs PROVIDE JOINT �Y4 � SEALANT PER � SPECIFICATIONS Y" �///� �� T/4 MIN. � T/4 MIN. � � � � � � NOTES: NOTES: WARNING TAPE 1.) SEE PLANS FOR JOINT LOCATION & 1.) SEE PLANS FOR JOINT LOCATION & RNISH GRADE SPACWG SPACING FILL w� CONCRETE 8" MIN. � Q ALL AROUND, MEASURED z COMPACTED — 2) SAWCUT SLAB AS SOON AS 2.) SAWCUT SLAB AS SOON AS FROM OUTSIDE OF BELL, � �TRENCH I� �' CUTTING CAN BE DONE WITHOUT CUTTING CAN BE DONE WITHOUT 6" SCH 40 STEEL PIPE. GRIND FLANGE OR COUPLING. N - BACKFILL� � ? RAVELING SLAB, BUT NOT MORE THAN RAVELING SLAB, BUT NOT MORE THAN SMOOTH ALL ROUGH AREAS AND 0 12 HRS. AFTER INITIAL FLOATING. 12 HRS. AFTER INITIAL FLOATING. � EDGES PAINT OSHA YELLOW, SYSTEM � #12 GALV. IRON TIE DOWN � � No.6, FULL LENGTH OF PIPE � �'�' �' � � #5 TIES Q12' � WIRE. MAX. 4'-0" APART 0 3.) TERMINATE HALF OF SLAB REWF. 3.) SEE SPECS. FOR JOINT SEALANTS. "� BACKFILL w/ SAND A MIN. OF 3" �� FACH SIDE OF CONTROL JOINT. 1Y4"/FT ABOVE & 3" BELOW CONDUITS, SPACERS � 4.) TERMINATE HALF OF SLAB REINF. SLOPE HAND TAMP BACKFILL w CONC. � Q � TOP OF FINISH GRADE � � , EACH SIDE OF CONTROL JOINT. OR SURFACE MATERIAL WHEN SHOWN. - -LGii��Gii �� u��u — 7-#5 CONT. � . i-�m .�m��r 3,. CLR. � ��Gii �� ii�� nP� D-3" MIN FOR 2"'-6" CONDUIT � UNEXPOSED EXPOSED `° �' '� D=2" MIN FOR SMALLER CONDUIT D=6" MIN FOR POWER & CONTROL N SAWCUT CONTROL JOINT SAWCUT CONTROL JOINT "' coNouirs - CONCRETE ENCASEMENT i � �' � ��_6�. u � � MIN DIA 0 ¢ z SLAB CONTROL JOINTS (SCJ) 34os GUARD POST 5010 PIPE ENCASEMENT 30�4 TYPICAL UNDERGROUND CONDUIT �6200 � SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE 0 ° AGENCY REVIEW (REVISION 2) JUNE 2025 J REVISIONS J veaiFv SCn�e�. DRAWN BY: KJS PROJECT NUMBER � _,al�'�A�J �>> NO. DESCRIPTION BY DATE y' --C�` � �� 10678.001 mesePrzmrsnnnvserzeouceo. MOI �ISO� � 2880TechnologyBlvdWest DSGN.BY: LRH NORTONRANCHLIFTSTATIONUPGRADES a LINE BELOW MEASURES ONE INCH ■■ �^� �� oN orziciNn�oanwiNc. � Bozeman,MT 59718 , qppR.BY: LRH SHEET NUMBER ,� BOZEMAN MONTANA ss �--F � M a i e r I e 406 58�0�2, �A W. � No.48 6 PE=J DATE: O6/2025 DRAWWG NUMBER MooiFvscn�enccoaowc�v� � www.m-m.net �`%�ssqe%s97EREo�G� q.C.REVIEW STANDARDDETAILS 1�1 ^/ engineers surveyors planners scientists ��'4�ONAL`�`� BY� v D�` a PLOTTED BV:LEE HAGEMAN ON JUN04/2025 COPVRiGHT�OMORRISON-MAIERLE,2025 DATE: