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HomeMy WebLinkAboutC2.4CivilDetails NOTE: REFER TO THE PLANS FOR ADDITIONAL I .A4 ° RIM = 4731.00 o °. 1+°'♦ ''° INFORMATION RELATED TO KEY ELEVATIONS \ ♦•. ♦ 24" SLOTTED MANHOLE • COVER WITH RING D-oP au MUD cove a' nOMMF i ,\ ° 6" WIDE WEIR vorxwc aouuvum SLOT - 4729.50' TOP OF WEIR = 4730.00 \ °PAX90X JONi I t Fvwax"foam a POND BOTTOM ° W 12" PVC OUTLET PIP- 472850 a INV = 4729.00 cwML I .♦' D�nP cas xw 12" PVC INLET 75' SUMP 4727.71 SUMP 0. xaX,u aoxoeiF auma IIIF o ° FROM POND BOTTOM aco amE a covF r,zxcx egxnrD (Dunn cxxaF ornq 4728.46 tH .ucm.L Do sc�rw� mE�1 I , � h I •1 = r SECTION 2-2 PLAN VIEW - N.T.S. O / vF Y� PRDNDF YIIIX MUD.aDLT DDWN DO'If1 R- MOVING° P,PWFD EDUAQ 2 I / ! ERDFI"1 I CZ.4 ) ; / CDMXDL F A4 aEWIRFD ... • RIM = 4731.00 '-'•�r a + \4��s ♦ .° ..................... �r a�sE cauaaF o y J TOP OF WEIR .... I 2.77' OF 12" STORM DRAIN @ 1.09. ♦: . . = 0.00 ,� ra• r au mJ a' < 4' rzamnFD m°eawc wuavwm END INV. = LL F T7 > * 4 6" WIDE WEIR SLOT Lao cove WFa l CVIIFR INSTALL FETS %' // ' > •• ELEV. = 4729.50 ExD aua I 2 I •♦ ♦ /.. INLET CHASE o \36" STORM OUTLET STRUCTURE / 12" DIA. '4 SEE 3/C2.4� / OUTLETET PIPE •♦4 -D wvEal rnExw°gLnXo RIM: 4731.13 INV. - 4729.00 4i�"Doc'im°�+Ee10°,(an,wP'nmm mv.q XE SUMP:4727.71 + + •4 /•, 4•. i ,� a INV IN:4728.46 12 -.. h ♦' ° """"' y INV OU T:4729.00 12 J ............. ................................... 4729 4 ............. 8.53' OF 12' STORM DRAIN @ 0.509 ' ♦ u .,•v� a• as'(m� r acuam 9DFWiW! aouuvum WWBa START INV. = 4728.50 4730 INSTALL FETS II'( � / 4731 ' SECTION 1-1 SECTION B - N.T.S. OUTLET CHASE I TOP OF.BANK ELEV. 4731.00' =amF a rfwrr, &L cwmovaaanv'J MOW I I I -ss - Eavuao dDixr ............ W.........LT...DOR C01Saa.(Da APPaDYEO EQUAL) " ax aa-w Lwn.our xD d .a, ASSUMED WATER SURFACE ELEV. = 4730.00' .....�? s• x a•.............. / VOLUME = 1, t CF ° ', 593 wE Do ,E ra��° M0 AREA a 1593 SF / .: __rrr.•r.•rrrrrrrrrr.Cr.(.. ... cmEa war aDLr mxr m rnuc PROPOSED DETENTION POND ♦•4* / Poo BOTTOM ELEV 472&50 AREA = 726 SF SECTION A N.T.S.X" 2 CITY OF BOZEMAN SCALE: CONCRETE STORM DRAINAGE }2 N0. 02529-14 °NA .0 e L OUTLET AND INLET CHASES DEC. 2003 f STANDARD DRAWING NONE / Rev: Aril 2005 DETAIL INLET PIPE OUTLET PIPE Cz.4 DETENTION POND PLAN VIEW NTS q} ����DETAIL C2.4 SIDEWALK CHASE NTS 1 PLAN VIEW p DETAIL 1f1f 36" STORM OUTLET STRUCTURE EXISTING GROUND DETAIL SUMP:4727.71 INV IN:4728.46 12" TOP OF POND C2.4 POND OUTLET STRUCTURE INV OUT:4729.00 12" FINISHED GRADE OF ELEV. = 4731.00 _ _ _ _ _ _ _ _ _ _ _ _ - NTS / PROPOSED POND ° _ _ T EXISTING GROUND J 1 POND BOTTOM FINISHED GRADE J ELEV. = 4728.50 // - WIDTH VARIES EXISTING DITCH BOTTOM ELEV. = 4728.58'J 8.53' OF 12" STORM DRAIN @ 0.509 EXISTING DITCH BOTTOM START INV. = 4728.50 INSTALL FETS 2.77' OF 12" STORM DRAIN @ 1.00% END INV. - 4728.97' MAX WATER SURFACE ELEV. = 4730.00 INSTALL FETS DETAIL VOLUME AT MAX WSE = 1,730 CF DETAIL 1F��1L� p TT 2 DETAIL 5 LIE�A L� C2.4 DETENTION POND SECTION VIEW NTS cz.4 POND OUTLET PIPE NTS NO. REVISIONS DRAWN BY DATE PROJECT #: 21-076 SHEET 1 NEW DETAIL ADDED, SEE 5/C2.4 MCG 5/09/20H STILLWATER HOSPICE /23/2021 32 DISCOVERY DRIVE DATE: 11 BOZEMAN,MT 59718 Civil Engineering DETAILS C2.4 CIVIL DETAILS PHONE(406)582-0221 Geotechnical En meerin FAX(406)582-5770 gALLIED Land Surveying ENGINEERING PROJECT ENGINEER: RSR DRAWN BY: MCG 1L�,�q�g1L;1��L 7��Y p,� �T �y A vrww.alliedengineerinq.com y g sERnCEB,dvC. y STIILLWATER HOSPICE JLD'tJ1eJL�1T' A Qi MO1�TAlaA DESIGNED BY: RSR, MCG REVIEWED BY: RSR 9 °'ese CIVIIL DETAILS