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HomeMy WebLinkAboutS-229602GRAVEL SURFACE ASPHALT SURFACE ILTED /� � / //h.� /r NOTE: 6 540R�PISOIL ¢ HYDROSEEDAREAS SHALL BALKFILL w/ LDF WHERE LOVER 15 LE55 THAN MIN. � TYPICAL TRENCH SECTION 2 NTS A LADDER (TYP OF 2) I I Coo" pIA. MANHOLE wl MODIFIED TOP SLAB >; I-16 "x 3S" PL DOOR (HS -20 LOAD) ©CopfigM1f 19 � � � �� a�[�/! /Nell & As�acioVtes�/ �V �\ ® � Y v ��� 1 I B �__J RIM EL. 40D.14 EXIST CEMENT LUNL. ROADWAY GRADE TO REMAIN UND15TURBED NON-SHRINK�T��� /'��Y�� � -_ , � F GRDIIT _ � TEE /BLIND FLANGE TRANSITION LPLG -� /�� �� /� 2'� 4" AL. GL. B -MATCH EXISTING �i �, III 6'r2" LSTL \ r MANHOLE - VARIES �SAWLUT � TALK COAT 6' I GRADE - � ,• .^ - 12 SELE LT IMPORTED BALKFILL � �- � °� ®" LINE p z��„ LDNFORMING TO SEL q-03.p 4 :�' COMPACTED IN 12" MAX LIFTS � . ' -� MAX. DRY DENSITY -. � .' �. llll . `� � � Y, � N TO 95% s� AN5ITIDN FLANGES - PUL SLH.BD -VAN STONE X PE FUSED RING AND FLANGE L -.1 3" FORGE MAIN NDPE 5DRI1 � _: � m ILTED /� � / //h.� /r NOTE: 6 540R�PISOIL ¢ HYDROSEEDAREAS SHALL BALKFILL w/ LDF WHERE LOVER 15 LE55 THAN MIN. � TYPICAL TRENCH SECTION 2 NTS A LADDER (TYP OF 2) I I Coo" pIA. MANHOLE wl MODIFIED TOP SLAB >; I-16 "x 3S" PL DOOR (HS -20 LOAD) ©CopfigM1f 19 � � � �� a�[�/! /Nell & As�acioVtes�/ �V �\ ® � Y v ��� 1 I B �__J RIM EL. 40D.14 EXIST CEMENT LUNL. ROADWAY GRADE TO REMAIN UND15TURBED NON-SHRINK�T��� /'��Y�� � -_ , � F GRDIIT _ � TEE /BLIND FLANGE TRANSITION LPLG -� /�� �� /� " 54. SPACED 3/4" INDICATED - Hi. 40" s 2'-O" 51 I .o -, BLIND FLANGE � o 3000 ti � 43/4" o f CONCRETE 12 "O D.LP. � i 10" PPGKING J � s � �, �'. FUSED WELD (TYPJ p q" u _ 63� N JtiH bls.. �, ` 45 °BEND NDPE m FUSED WELD OR 3gg5 VIL LOUPCING a 3'DIA. HDPE 2 ly4 Fow 7" � 73/4 � a S„ 3 "WYE - s k 15" CAST IRON FRAME AND LOVER PIPEEMATERIAL HDPE � " AS SPECIFIED. ; .: LONL. COLLAR IN - UNPAVED AREAS. � - (n: 4 FORCE MAIN CLEANOUT DETAIL �- �. 2 NTS N: - n�7 \,�!T! -!IN �i �, III \ r MANHOLE - Cr f.' T;I y�. nF � i �� t � NEW FORCE MAIN NDPE BUTT FU5NION WELDED (TYP.) 12 , I _. � � _,`i __ __ I II � /i�.. .' 4 I � 45° E I � I � �IPT� SLOPE TD DRAIN (1YP) MIN. FIN. GRADE AN5ITIDN FLANGES - PUL SLH.BD -VAN STONE X PE FUSED RING AND FLANGE L -.1 � /..j � I rt\� �\I T.I � I'•I // / J \ � I SECURE TD MANHOLE WALL PROVIDE DETAILS FOR L ?I I., _- - - -_ —_ � - -T"I ��,� _ 11: .I � I I c5` b.al , - - -- - I" r; - -" I �.'ru 5Tq INLE55 5TEEL 5TUD AfJG ORS, RETAINER :�: I WEATHERTIGHT CONTROL F. -1 I •� � <�,\ � I o I p:, / i LLIPSIBRA�KETS I�I I �• ,� \�';� I � I / ; i / HYDRORAIL / LHELK ¢ I :! FOR ALTERNATING PUMPS � I'!I ` LL 3" SLH. 80 PVG PIPING ORNDPE IN VAULT � MN I:, i �EXI5TING ?" SLH, BO PVG 'ING IN VAULT I- - F- ALL COMPONENTS SUBJECT TO SEWER GASES SHALL BE EXPLOSION PROOF 4 ^ j ^;I IE 378.59 (pUT) LEVEL SWITCHES III � L- J FITTINGS A5 RE4UIRED __- - �.'I �\�,� y-- ____�.',I - JUNLIIDN BDX � - III � I �L__--- __-- Y _____ -_� I EL, 356.7 ED110M SLAB = 45` �' III I d �nY���i�r;��,���� �vi���.�i�r n� TAMPER 51WITLH SECTION - I - PLAN 2 MANHOLE CONNECTION DETAIL PLAN. REVIEW GATE 2 NTS DnD FlLE�. 492STD WASTEWATER UTILITY DATE " 54. SPACED 3/4" INDICATED - Hi. 40" s 2'-O" 51 I .o -, BLIND FLANGE � o 3000 ti � 43/4" o f CONCRETE 12 "O D.LP. � i 10" PPGKING J � s � �, �'. FUSED WELD (TYPJ p q" u _ 63� N JtiH bls.. �, ` 45 °BEND NDPE m FUSED WELD OR 3gg5 VIL LOUPCING a 3'DIA. HDPE 2 ly4 Fow 7" � 73/4 � a S„ 3 "WYE - s k 15" CAST IRON FRAME AND LOVER PIPEEMATERIAL HDPE � " AS SPECIFIED. ; .: LONL. COLLAR IN - UNPAVED AREAS. � - (n: 4 FORCE MAIN CLEANOUT DETAIL �- �. 2 NTS N: - ��JUNLTION BOX /o "' DIA. 55 PIPE 3 PUMPING STATION DETAIL 2 NTS .� ,. L- 6G "DIn wETWELL� 3 PUMPING STATION ELEVATION SECTION-` VIEW A -A 2 NTS CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 -�� �` n�7 \,�!T! -!IN yC0['c �xr r_rr•( rFVIE�n/ H _� _� Cr f.' T;I y�. nF -�A!A! COK!tZ�R.l�t ?�It�N �cTtpn l7 RIM 3gq.53 NATLH TD BE LOMPATBLE TEE w/ BLIND FLANGE w/ RAIL SYSTEM z• HDPE FORCE MAIN SDRII rary I�Ji'_�._7•Tl �3. SLOPE TD DRAIN (1YP) MIN. FIN. GRADE AN5ITIDN FLANGES - PUL SLH.BD -VAN STONE X PE FUSED RING AND FLANGE -III - = EL.401.D - ' "`III -3" BALL VALVE w/ UNION ELECTRICgL CDNDU115 10 CONTROL PANEL 'c� py2•� N -1EE 2Y2 "x2� /2"x3° J - 3" DIA. NDPE BUT1 -� O RR _ � �EVEEL 5WFfLNES ',: FUSION WELD (TYP.) 2/2' BALL VALVE w/ NNIDN P05T MOUNTED l4LKING i � =11 �+ _ -` I I TRANSITION FLANGES °� � (2 REGJ'D.) WEATHERTIGHT CONTROL Z:�. i I - I � NON-SHRINK GROUT (iYP) CABINET w/ HOA SWITCHES, 8" 55 IE 39D! LONDI1�Jrt POWER FOR TO PUMPS ALARM E HORN 4 CONTROL HYDRORAIL / LHELK ¢ ..._.. FOR ALTERNATING PUMPS EL. 394.7 HIGH WATER ALARM DISLONNELT DR E4UAL ALARM LIGHT d HORN EL. 3902 2ND PUMP ON — PIPE MATERIAL PER MANUF. SPECIE. ?" SLH, BO PVG 'ING IN VAULT CONNECTED TO AUTO DIALER EL. 369.7 1ST PUMP ON. - - ALL COMPONENTS SUBJECT TO SEWER GASES SHALL BE EXPLOSION PROOF 9H LC'NDUIT w/ U.G. ELEL. LEVEL SWITCHES III � 2 PUMPS w/ RAIL SYSTEM - 50 GPM @q4' TDH 460V 34 EXPLOSION PRODF- FROM BUILDING EL. 368.7 PUMPS OFF _ CLASS I, DIVI510N I, GROUP D - JUNLIIDN BDX � - III � CONDUIT FOR LIQUID EL, 356.7 ED110M SLAB = 45` �' III I d � TAMPER 51WITLH RECOMMENDED FOR APPROVAL - I - ��JUNLTION BOX /o "' DIA. 55 PIPE 3 PUMPING STATION DETAIL 2 NTS .� ,. L- 6G "DIn wETWELL� 3 PUMPING STATION ELEVATION SECTION-` VIEW A -A 2 NTS CALL 48 HOURS BEFORE YOU DIG 1 -800- 424 -5555 -�� �` 0 - U]_:�: - H _� _� � . a, rary I�Ji'_�._7•Tl �3. -z .: b �: - Q � �. a -� O � Z:�. �_ �n a N ..._.. *�1� F0--11 V µ.l 'y '—'U�° ['t] N jTW.j � Q � �w H �� O �zW� �z � � a a Fi w o[ 0 PROJECT N0. RECOMMENDED FOR APPROVAL 96 -492 PLAN. REVIEW GATE M �L.' � DnD FlLE�. 492STD WASTEWATER UTILITY DATE SHEET N0. 2 TRANSPORTATION DATE SANITARY SEWER FORCE MAIN INSTALLATION of 3