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HomeMy WebLinkAboutzS-2997SetEMi-E SANITARY SEWER AND WA RMAIN EXTENSION PLAN 1 11 e Z •-� SEWER WMiIO�E 'Q ffrA. 940M 19 RT. S1+OrtiY 1 AHME (72') f ALIj or 00110 m =36.47 t t Q APPfR, KOWE NORTIMIMY 1jE OF A FER PIi0iEC11011 EA'SO M L 3 «p Si01N1 WNHoLE (7't"j Std F 1-6" GATE W1LVE (F1xYJ) 36' OONC SE = 2B.b8 _ 8` COW S = 36.57 ° i 1 � mm = 35.67 =X2.36 COW. 9LOC�cNG 36' COW N = 26.43 ` � -- - pSIM MOLE (721 30' CONC F = 2&87 30* ■ = 26,•54 Z = 73 31 CONC W s 28.+87 ~ \� . STA. V4'A Iff RT. m J J J W 30' oo11c se - - --. ______ 1E 12- o� -. Off tit " " lie O E 28 118• CONC S 30.12 ----_ - .� 0 15 30 60 30- CONC W = g i. tilfiN SIGNS UGHi = 4103 -- ---_. 1 -1 x10 TEE M�bcfl J J J Z LIGHT ♦ 1 -1(' GATE 1�I11LVE (FLxYJ) x x x � 16' PLUG 5 =29.48 \ CONC. BLOCKM ` ---- - --- -- - ---- L --- - ` �_ VfrS _ CATCH BASIN ' �,� ' Z 122' PVC E= 1 39 -37 o 120 PVC N =39.42 MATER �� �, 01J S�� �1� '- WATER s ail cr % � / FENCE fi -s :. a 1 rte . /��42 LF 10' a (C� 52 i� BROKEN sNa.E �EUaw s�PE I �` - - � E all O OC -111 h Ask J7 J997 J Z wT • 17 -1pp7 �► L�.vw (,,,,, 1 S'1Rw t� W% � o� STORM MANHOLE (4'S) ---"'' '�i� MN TYPE C 10 LF 6" DI EXTENSION , .,, t, tis:,,;r� ► F� vt �rtxNWJ CONC Q s v t 3 M i TiPE C ..TYPE M N V 1 C� , RIM = 39.98 0 RIM =41.3 " 1 FH ASSY PER CITY OF ENTON STDS. ORM MAN 48" �' CONCRETE WALL Z W GATE VALVE RIM =41.2 cm `Sx �� '' " IE =37.8 8 NE) CONC. BLOCKING CONC. KING Rlr�l = 41.7 ; 0 • 24 CONC N =30.26 1 ! �• R M 41.9 IE =38.7 8� E) POI.'1 061 �� = t 1 IE =37.9 8� W) _ �� E YA�r� C S = x.87 12 FPSP li 2 = IE 38.8 8 NW 24" CONC S 30.28 IE =38.0 6 NE) N = .77 6 Y� :' ,�• 4 = f ,� IE 39.1 = _ 'S( (0ii� M1W M1 W VALVE TO BE CONC W 30.281 PLUGGED , , w C .38.07 \�, �,� �► Jv OPEN ONLY WHEN Z. �ACKF�.La �'% D6TA1 2 - I L S 6s C " :,, h!: ;w••'y'' j ONg Q, MASHING TRUCKS) MA T� �. ',::.: ,. �,• Kr r. ,;:,;+:, c ALL EARL WiOC AND MATH ALLP�E ��"� ' AREA ;::. x1'•�; �.,; : ,.:,.: GUARD /�l� EXCAVA710N rY C ALL ' G S �,.,y,..;• :Y . ;{ ' SHACK `- W NT �, : 7• , t, a �. �, WATER ' _T��CHM AID EXCAVA11G11w WITH PAF�T Z OF T�"E MAI�AL. `, "T f MANN ! O � v+ ALL T7 7VCF#rQ AID EXCAVATION M�O�C N AFEAB 6EirOMI ? bwTIT'1m 'ErV�O1 TAL C+OI�IT1 FOR �" -� Y° ' I VALVE , ,+ 72 ; ` � t# ' VNTH TFE , FILL GRADE AND COMPACT WATERLINE i t Jr80 s 1 E�``� �`�� N CLEAN CAS' 4E WITI�V COHTAIII lAT® 80L� MALL N CAL FORT � F ART CF lO+W N DAT®11/6 /02 �' - - - _ ss� G` PRISM TO FINAL SUBGRADE PRIOR TO i I ...- - �-�" " °" ---� 4A L E� N rV WIM�IAL ALL SACK F61.EU APD LAf'1� EXCAVATION Ai�AB ��oF��o� EXCAVATIONAND TRENCHING FOR ,: , � � I �- J- BOX- - EXPIRES -- 23 03 ENITRM �' AM rNTH TIf VYL.L W l� rKTH A FABfrC �� �y � ��° INSTALLATION OF NEW WATERMAIN. = CATCH BASIN SORT HAf�P CAO�MI6ER DATM iuQ /02' NC TO C8.NEATE CLEM BACKRL MATE AL" FMOM ��� J\Q` CAi�CH BASIN f ( POWER RIM = 41.24 + � WLL W ALL • OMALMUTM ''8 � RIM = 41.10 pOLE 6' CONC N + 38.89 " 6 CONC W 38.89 'TELEPHONE a 6" D.I. E = 40.10 I I VAULT I.a. SCANNED NOV • 7 2003',,'`'��`�'� a y !i it �I • • • • f0 Ti • SANI RY S W R PROFIL S AND COSNTRUCTION D ILS Ail _j _j C C -- : ..... ..... ........ .. r . tit .... .... 4 -. ...__ .. - �5If6 DI SS -42.OS _._..... _ •• - - -- . -..- .. ... _ .....- PRIVATE UNE . - • • ... _ .... _ .... _ SED . - - - GRADE - - - -- .. -- :- _ _ -..- - - _.:...._ - -- = - -- - - -- _ -- . - -- _- ---- -...:. _..- - -- - - - -�- - �- - - - - - 55 LF 8" DI SS 0 0.408 EXISTM GRADE :: :: . - - - - - - - - :. -- ...... -- 0 ....-:-•- :. - - I�TIAIG GRADF >: - - - - - -- ..„ - - _may ---- ---- -- - --- -- .. .......... - -- ..... _ .... _.... ........_.. ------ ..........• -• = •.....••••. {'''�''' — _ - - - - - - - w^ • . . . . . . __ .-- / -.. .... ........................ "`!V `_ ......:... _ .. _ - - .. _ ... .. - EXISTING � _ ....:. :........ _..- _.. -_:..- ..._..:..= ._- • -- -• _-- -- -_ .:. _.._.....- -- : : : : : : : 12' MfATER . . . . . .. _ S-SIAH #4 :.. 200 LF 8' DI SS ® 0.40% : - - - - : • , .... __ --- - - - - -- - - -- - - - - -- ( 6 WATER --- . - - -•- :.1M1N. ... .(PRIVATE UNE .........: .-- - - -• -- -- .. ...... ........... ........ :...... : :.... :::: :::: :: (EXTRA SHALLOW :::: .. ........ .... : :: - - - - - -MI+ TYPE C SSMH 2 : 1.0' :WATER: _ M :... :......... ::: _ 35 -. - w cATE vALVE :. _ . . - -- -- -- - -- (xrrRA swu� ow c 900 ss - ) (EXTRA SHALLOW ..... 300 LF 8 PVC :..._.. GATE VALVE TO BE :....... � TYPE C) . :...... : 0 0.45% (PRIWATE LINE) ................ - -- -- MMTYPEC) :: = ... :.... _ ... ... ...... -.. . .. . • • . RIM -41.3 OPENED ONLY DURING all =41.2 .. ..... . - IE 8" NE SSMH 1 EX. SSMH . .. . . . . . . . . . . • TRUCK WASHING - =37. ) : ::: . . . : : :: . _ I - IE -38.7 O E) SHALLOW MH R M =42.4 RIM =41. - -- :........:. IE= 37:9.8 W) •- •- • ................. : : :::. _ :... _ .. ........ tE= 38.8 8 EX 30 _ ... • . • • • ........ . ..:......... TYPE 8) -IE= 36.2-1 8 N ........ _ ........ . = IE =38 -7 8 E) IE 38. 6 NE) .. + ...... ........ - 36 CONC - SD :.. ..... :... ... .:.. .. - - RIM =41.5 :IE= 36 :4.1 8 S� :... .... . 30 ....... _ . - - . IE 38 9 6 - D ... . ............ . .. --- ......._... :. .. . - ..-_- -36 S M f •I 1 �-36. E -36.3 8 "W .. _ TRENCH DRAIN CB - �E ............ ... A ANIT . = .. ...... - RIM =42.0 ....; ...... ..:........:.........;......... .... .. .... - ....... -- - - - - -- - - ........: : : E 1" 3 H 1' . . . .. . . XI N 8 SS ' ....._ - - -._ :. IE. =9.2 ....... :: - - -.... . TO-PROPOSED H = ANO EXTEND TA :..... : :: ::: : ::: : :: ................... :::: : : :: :: : : : : : :: ......... .... ..... ......... : : : : ::: :: WITH 8 "PV - __....... .......... :....... ........: :: ::: :' :.. ...... : ......_.... -• ::::: C:........• --- - -.. ". ADJUSTING RINGS OR BLOCKS AS REQUIRED. 24" PRECAST VALVE • ..'• ADAPTOR COLLAR CHAMBER CONE • ' • - R.C.P. OR EQUAL 8" OR 12" D RUBBER GASKET PIPE 0 •' R • r p► ~ -•r• '• ~: I> ti lb • • •. d • t 14 1 t I t 1 48" 24" x 6" FRAME AND LOCKING LID PER DRAWING BR29. 4" MIN. TO 12" MAX. �— POURED IN PLACE BASE DATE I REVISION I BY IAP:P:R:; IZ FW-• .• 31" MM M 48" MAX. 5" 6" MIN. SANITARY MANHOLE EXTRA SHALLOW TYPE C ADOPTED MY OF FdMMN Standard plans L9T DA'I'S: 12/15/91 DWG. NAME: BR38 SP PAGE: 8073 RAISE -1/2" WIDE BORDER 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" LS-'3y/ ' 4" 2.. 5/8" 1/2" 7/8" 4" F 7-70' 3/4" s' CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER CL my o� c C� Q o 'E Olt EN I MJED V 00101 KW AND WITH TIE E-+ U Oo EXCIM I KM WILL BE A J.OWM. z 0 2 a� �o �m W oc 7PA31CHNO AND EXCAVATION WORK MALL BE N STRICT J �E zn r } AL 00101KW AND WrTH TIE° c ALL BACK FLLW TTE:NCHINQ AND LAMM EXCAVATION ALAS c rn WLL BE LNED WRH A )7ECTLE FABRIC (WF21E) cm SANI RY S W R PROFIL S AND COSNTRUCTION D ILS Ail _j _j C C -- : ..... ..... ........ .. r . tit .... .... 4 -. ...__ .. - �5If6 DI SS -42.OS _._..... _ •• - - -- . -..- .. ... _ .....- PRIVATE UNE . - • • ... _ .... _ .... _ SED . - - - GRADE - - - -- .. -- :- _ _ -..- - - _.:...._ - -- = - -- - - -- _ -- . - -- _- ---- -...:. _..- - -- - - - -�- - �- - - - - - 55 LF 8" DI SS 0 0.408 EXISTM GRADE :: :: . - - - - - - - - :. -- ...... -- 0 ....-:-•- :. - - I�TIAIG GRADF >: - - - - - -- ..„ - - _may ---- ---- -- - --- -- .. .......... - -- ..... _ .... _.... ........_.. ------ ..........• -• = •.....••••. {'''�''' — _ - - - - - - - w^ • . . . . . . __ .-- / -.. .... ........................ "`!V `_ ......:... _ .. _ - - .. _ ... .. - EXISTING � _ ....:. :........ _..- _.. -_:..- ..._..:..= ._- • -- -• _-- -- -_ .:. _.._.....- -- : : : : : : : 12' MfATER . . . . . .. _ S-SIAH #4 :.. 200 LF 8' DI SS ® 0.40% : - - - - : • , .... __ --- - - - - -- - - -- - - - - -- ( 6 WATER --- . - - -•- :.1M1N. ... .(PRIVATE UNE .........: .-- - - -• -- -- .. ...... ........... ........ :...... : :.... :::: :::: :: (EXTRA SHALLOW :::: .. ........ .... : :: - - - - - -MI+ TYPE C SSMH 2 : 1.0' :WATER: _ M :... :......... ::: _ 35 -. - w cATE vALVE :. _ . . - -- -- -- - -- (xrrRA swu� ow c 900 ss - ) (EXTRA SHALLOW ..... 300 LF 8 PVC :..._.. GATE VALVE TO BE :....... � TYPE C) . :...... : 0 0.45% (PRIWATE LINE) ................ - -- -- MMTYPEC) :: = ... :.... _ ... ... ...... -.. . .. . • • . RIM -41.3 OPENED ONLY DURING all =41.2 .. ..... . - IE 8" NE SSMH 1 EX. SSMH . .. . . . . . . . . . . • TRUCK WASHING - =37. ) : ::: . . . : : :: . _ I - IE -38.7 O E) SHALLOW MH R M =42.4 RIM =41. - -- :........:. IE= 37:9.8 W) •- •- • ................. : : :::. _ :... _ .. ........ tE= 38.8 8 EX 30 _ ... • . • • • ........ . ..:......... TYPE 8) -IE= 36.2-1 8 N ........ _ ........ . = IE =38 -7 8 E) IE 38. 6 NE) .. + ...... ........ - 36 CONC - SD :.. ..... :... ... .:.. .. - - RIM =41.5 :IE= 36 :4.1 8 S� :... .... . 30 ....... _ . - - . IE 38 9 6 - D ... . ............ . .. --- ......._... :. .. . - ..-_- -36 S M f •I 1 �-36. E -36.3 8 "W .. _ TRENCH DRAIN CB - �E ............ ... A ANIT . = .. ...... - RIM =42.0 ....; ...... ..:........:.........;......... .... .. .... - ....... -- - - - - -- - - ........: : : E 1" 3 H 1' . . . .. . . XI N 8 SS ' ....._ - - -._ :. IE. =9.2 ....... :: - - -.... . TO-PROPOSED H = ANO EXTEND TA :..... : :: ::: : ::: : :: ................... :::: : : :: :: : : : : : :: ......... .... ..... ......... : : : : ::: :: WITH 8 "PV - __....... .......... :....... ........: :: ::: :' :.. ...... : ......_.... -• ::::: C:........• --- - -.. ". ADJUSTING RINGS OR BLOCKS AS REQUIRED. 24" PRECAST VALVE • ..'• ADAPTOR COLLAR CHAMBER CONE • ' • - R.C.P. OR EQUAL 8" OR 12" D RUBBER GASKET PIPE 0 •' R • r p► ~ -•r• '• ~: I> ti lb • • •. d • t 14 1 t I t 1 48" 24" x 6" FRAME AND LOCKING LID PER DRAWING BR29. 4" MIN. TO 12" MAX. �— POURED IN PLACE BASE DATE I REVISION I BY IAP:P:R:; IZ FW-• .• 31" MM M 48" MAX. 5" 6" MIN. SANITARY MANHOLE EXTRA SHALLOW TYPE C ADOPTED MY OF FdMMN Standard plans L9T DA'I'S: 12/15/91 DWG. NAME: BR38 SP PAGE: 8073 RAISE -1/2" WIDE BORDER 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" LS-'3y/ ' 4" 2.. 5/8" 1/2" 7/8" 4" F 7-70' 3/4" s' CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER °= I wwoo- -17 -0007 6 f . l 1 1 . w 12" 0 FIBER PACKII 45° (1/8) PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. GATE I R ION Y PPR CONCRETE CLASS 3000 6 INCH OR 8 INCH CLEAN -OUT ADOPTED C1TY OF RN MN Standard plans WT DATZ: 12/15/91 DWG. NAME: BW 188 SP PAGE: 6076 i s- ?9970? (2r> ; 'r "..> 4 9 To ? K - LL 03 a �� z� co) w he O ZN Fm Go E Ljj, 0) r cm Um� a: cm Q0.wco 0 o -- 4Zm W S W o 0 0 3 O V r N o 2 i Q a Y cp Y! 0)1 0 CL 0 v L .� z z LLJ t O 11 W Z 2 v n CV CN p n 00 C]00N o^O ?S�S Z(7) (D 00 cz 6 r%- Q v qr z C� 3 In Lo Id") _ N tV Z Z �. n� W v 0000 W ('V (V _j .-' Y v V N p y � S Z W 4 � 1 8 c0N v I ' u N Z 72 p �� 0/sit E rV s /ONA L I ACV EXPIRES 9/23/03 SCANNED NOV - 7 2003 a It =5' a� m 1 ? P K*M AND EXCAVA110N� ALL T1134CHM AND EXCAVATION VIM N AREM BELOW THE CLEAN OAP O.E. WffHN C=Aw M7W 80M EiALL BE N T CON ORhAANCE WITH PART 2 OF THE PROJECT MANUAL Olt EN I MJED V 00101 KW AND WITH TIE 00 GEOTECHNICAL aEPORI BY HAW DAT® 11/6/029 NO Oo EXCIM I KM WILL BE A J.OWM. z 0 2 a� ALL BACOLL WOW AND MATERAL.S A9AOCIATED WITH ALL W oc 7PA31CHNO AND EXCAVATION WORK MALL BE N STRICT J WH PART 2 OF 7HE PROJECT MANUAL zn r } AL 00101KW AND WrTH TIE° REKRf BY HAW WED V6/42 ALL BACK FLLW TTE:NCHINQ AND LAMM EXCAVATION ALAS WLL BE LNED WRH A )7ECTLE FABRIC (WF21E) TO " TE CLFM BACKFL L MAT : AL FROM EMT NO CONTALNATED 80LA. IN °= I wwoo- -17 -0007 6 f . l 1 1 . w 12" 0 FIBER PACKII 45° (1/8) PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. GATE I R ION Y PPR CONCRETE CLASS 3000 6 INCH OR 8 INCH CLEAN -OUT ADOPTED C1TY OF RN MN Standard plans WT DATZ: 12/15/91 DWG. NAME: BW 188 SP PAGE: 6076 i s- ?9970? (2r> ; 'r "..> 4 9 To ? K - LL 03 a �� z� co) w he O ZN Fm Go E Ljj, 0) r cm Um� a: cm Q0.wco 0 o -- 4Zm W S W o 0 0 3 O V r N o 2 i Q a Y cp Y! 0)1 0 CL 0 v L .� z z LLJ t O 11 W Z 2 v n CV CN p n 00 C]00N o^O ?S�S Z(7) (D 00 cz 6 r%- Q v qr z C� 3 In Lo Id") _ N tV Z Z �. n� W v 0000 W ('V (V _j .-' Y v V N p y � S Z W 4 � 1 8 c0N v I ' u N Z 72 p �� 0/sit E rV s /ONA L I ACV EXPIRES 9/23/03 SCANNED NOV - 7 2003 a It =5' a� m G ti v 0 z Olt 00 Oo p r 0 a� ad J zn r N G ti v 0 AS -BUILT SANITARY SEWER AND WATERMAIN EXTENSION PLAN z CALL BEFORE YOU DIG ! _ STA. 9+011A 2S Ff. : , SEWER 41.15 MANHOLE 1 -800 -424 -5555 NTTTALLf RIM = w m_ 0 3 _' APPP^,x'cu.-E i4 WH'ERLY LINE c A;d,IFER PR rC•Ot E0.. M -NT _ y. 1 -6' GATE YAL (FLx Z Z ) xfL _ CONC. BI OCKING 3F` \\ ( w r-._ . R . ' K: _ a y \\ SG V +12A 25' RT. P3i = 4 5 1 .2` s. €.- - `` CUT N: z Z O .:::k, _ . "es � \ 7�-�'i _ �, t -t2 xlO TEE WxFL lQ. `? ,. 4..5 Q �.. 0 15 : 30 :60 t__.. : I/i _�u '�,`\ - 0' BATE INLVEI (FLxMJ) v ',.[�,�: -. Y c; CONC. BLOCKING -r 1<LL a+ , t -- _- _---- _. -. -- _- -_ - -T -)CAT ,^H hN \ 31 I A� 3' LL ® ;1Zf868\ \ N 3937 , i- ' I / WA 7_R, 26 J 3s , MANHOLE UN � w S c 142 LF 10'. DI CL 52 -- j5 ME; E3 ; I '. Lu ::� -.:.r CDA1C•� ",� i ( ) \ 281 LF 10' DI (CL 52) :.t _ 6 I z lie WATER FPSP Q ;�F ,:.- -' �,.t U,•irw;L_ 73; -�_- i, - -. -- _,__ _ ,. T- - -_ -- - _ i� r CWUN LINK WAS I kt a _ \ FENCE Mc. =. O oj z ; 6 III r „ ,,., tI ...ti.�' ve 3i.C` \ I € - - i : € , _, = N i,' I : I ? 1 I FOC I ...arras ate" � \ \ POWER P ,y( i SITE BENCHMARK"O. �. I ` , �LFF) D' - {NO ONES f CIA; NAIL k WAS I U N JI \ . I !� ELEVATION = 4 €._6 FEE. Z NBT - DtGATE''..iMLe - \�\ .vCy 1 T ASSY'A�C(IY- :=- Yte. S 25.--t a 3 Q SAWCUT LINE- -- kk 2 TER 1: 1r2 IRR!GAn CON BLOCS " i2 W/ffLD111 Pt�lk7rioR �IANNA�E AWW � // E PLANS I€ : i i PER - P L% RESTORATION AIL N `o _ ( a' t BY 1YY0`FOUR/ •,.INC.- t K - -.. I I.' ':I: �.. REC. N0. 7201070304 mom s v U 3 nmO F9B t I zl REiNOFlf WiIH ' � � ; ` V i C)o <oE 4 I € it t f€ O, ®a .itp it a �+ —. II z �W I i f h ! �5 1 I i="I WN a a j . '' ; = FASFI�NT \ 7- W j. IZ - st OF JMD LOC AN BUILMNC , 1= TRANSFORYER (� i 1 mE I W i \E ` ELECTRICAL c r= I I WP "c E ;'FEET - N r STA. M >w Rr. I, T SioF.F j; I cur e� M f _j �I , 1 1 -12' GAiE VALVE (W) g `ks9a) _ € 1 i t .. BLOCKING p5 - pvs� NW 1 . , j ,E ,� _ f ( I_ - - f - -- o SAWCUT r w 8 z I 1 e ki L LINE WIER it FPSP it PER c 1':a. 352' LF. I" DI ! ! I o $ _N -0 �g V 0 i ! I `. � ° `s - o w m i I oa�E aECK f -T N I ft BoaMCF _. 81 x- AID Z a o > _ - _ =' , '� IMST AQ SfiS LT. STStBI TlLF _- , NSTALL y 31t a j , .;V = : -,.- '.. -8'x6' TEE (FTx►tl) _ 110 ,. \ik - C;-PC Y. 36.3- : N 'vy _2. ? 23 Lr 6' IX EXTENSION _ ..' : IE= 39.2.. :. .I ', VJC:G _ .' l ;E ,CONTRACTOR SHRLL _ o - -: - FH ASSY PER I a °_ I: s _ &._ Edi6:5 8': _ �_� I - I ! I w 31 1F 6• �8.:... REMOVE PLUG 7O Wf3T - .. RENTOPI SH)S ''� 'r 'E I� AND :RECWINNEL.INVERT z' f _ 7 ii PLUG (W) ¢,O ate:.. E O z xao.m s o 4C t BLOCKING - IWALL.. I'. m I .111 *` ! ! , , i AS REWIRED. N gm ' " >.. c. TAE. t :I, a a 1 -10 z10' 9 - I 1 -10 GAT£ '� _ - I : I . ,AP..Ox _ID, 10114: E =.x.10 1- 10'x8.1 ),,.. we .xsa...i LF S° i S ki . ,r_.. CONTRACTOR;SINLL SS 2.0 - " _ I x .�s T a_.,Ti�`t;sr T `s I t VERIFY LOGITI�19 END > M N N p - h' C-N:I I OF SANITARY SEWER STUB ¢ .. 9 o / i u a se r* 1. PRIOR TO CONSTRUCTION p ao N n E _______ m 9 _ - o-A-o : ; ( yg ` ` i OF ON-SITE SAN. SEWER. Z a0 W:� -.. _ 5&J.F_B__DL CLS3 _____9_ _ _a__ __ _L a - _ J m s _� o _ �_____ - _ _ ._a------------------ 'N N ZZ -- -?' - - e� ::m ! �... -..� > ; _ - _ T- . - IGRA4" - . [ i N Z.,:N Ate- '.}t - �.. C. CO �, ]Cvv U fA rn IF Di. SS • 50 LF TRENCH >D > / t HATER yy��tt,- rA1'T I 4u - - �:iq/ } - 911 Ni, __ € AGO NW =100 E UNALENT ` >� - ME"R - 1 RIY 41:9;, G - .. a o r PAP ROYAL EOUIRm Bf( THE 5 89' 28'53 E,. 642.78' __.-- SrA... 2f Rr.`. - A. B04 �' t f i - V�- / E r KING COUI hY INDUS1RVt6, $HALLOW x G,:A. >' - I /IL.Ii t I ( _ - � WASTE SECTION FOR EXfE1aQR ": � „i -3^ <- i 1 -10 z6'lEE =' - � � 1 � V� 2 NN- 4 r, �I ) AREA RUNOM,,TO SANITARY -- --- - -- -= - -t-^ i'_'�.- 1- ;'..GATE VALVE T EE (ALL FL) N �/ r�s,� �u Sam iB , o S81A"142 ( SEWER SYSTM. 10 LF 6' IX EXiENSgN - i 'ETE WK-L -V ”" .rtT4I -V IEXTRASHAL:LOW -:. _.-- _ s'r�?•: ts�wh •a" _ o Z _ -. __ !E�'}ifr ilRBt_ 8* ESET 1H TYPE C I MN TYPE 0 CONC. BLOCIOIiG �_ N E>ci& J&81/ RW#1- <2t1.0i ,: .RIM = •F43t/59 _ - - 2 -90'Y - y (VALVE TO BE IEa3&* (B' E).i8.6.i - IE-37.9 8" iiE3Z86 (8' Ei : - - coNC. r 3e n7 z gyp► J\' OPEN ONLY WHEN IEa3&& (8' NW)JB.66 (8" 71NWJ V :E=38.4- w W). - 1C- WASHING TRUCKS) '" 3r .3s "" I IEa3&68' - z.., I!' `�F rASF ® t COi ° /J c 2. BAC1F1 3&07 ALL BACIffi1 WORK AND iIATERIAI B ASSOCIATED WITH ALL dE s s o IF00 Fiif AND EXCAVATION WORK SHALL BE N STISGT / Q��� A9 Ct7tBif�IG7ID AigNF I j 3 � I'� L " O1 TiENCHM AM ELCAVATtON1. COMRVIMANOE,WiTH PART 2 OF THE PRO.ECT MANUAL NOTE: I tEIEBY CERTIFY THAT THE HOFROW& AND 4 t � B :i ALL 7FENCH NQ AND EXCAVATION WORK N AFEAS BELOW THE Bri11t ®'B�NIIEINTAL CO1DiTIONS• AND WITH TIE FILL, GRADE AND COMPACT WATERLINE VERTICAL LOCATIONS of suaraTr sErBR AND � `: 9FFS9fct � Z N CLEAN CAP OE WITHIN CONTAMINATED SOLS) SHALL BE N GEO7EgirCAL FI�ORT BY HARF CROWSER MATED W8i02: PR SFA TO FINAL SUBGPADE -PRIOR TO �DaA6aACE� ENS rloR¢oNrAL oNA I E� a SHOWN PART'2'OF THE PRO.ECT MANUAL ALL BACK FILLED if*3K**IQ AND LAR13E EXCAVATION NERI3NI [5 THE t i "l w- ' SiFitl'r COFFOFMWiCE YYTTH EXCAVATIt3NAND TRENCHING FOR PERFORIEO BY . i' =-� F 1 EtPIRES s z3 05 r ENTTIim'Eti11HONuE1lUL' COtDtii0N8' AID WRN THE WILL BE LINED WITH AIPEIMOUB (E07EXTL.E FABRIC (WkITEJ INSTALLATION 0, NEW WATERLNIN. 1 , � ! r _ : Y • Ut .ATCi 9ASEN A N BA.N -- ' -1 PS}'{� R6 4t 2 _ OEO1ECi diCAL R� BY HART CROWH@i OATS 1Y6/02 NO TO DB lEATE CLEAN BACg71 MA7BYAL FliOM EXlSi1V0 F` FNES: t - t 5 OL G a - " Pp ° y� c x - € �s t TE=CH r o -+ z EXCT WILL BE A l t Aw CONiAMINATED SOILS. a •.H. TYS L.� .�E °1.LE stn I,. � ..,. � I . � VAULT '. SCANNED TFIW 2 9 q� %3 4 WYIh ij �' 1 F k rti 91-1 '^ � 4 I �a Q LL U a� or w z L E­ a �z °- a I+l W E at �E \°5.Ei E om FL AS -BUILT SANITARY SEWER PROFILES AND COSNTRUCTI ®N DETAILS e 1 24" x 6" FRAME AND LOCKING LID PER DRAWING BR29. = I O PRECAST VALVE CHAMBER CONE ADAPTOR COLLAR R.C.P. OR EQUAL ` RUBBER GASKET PIPER 12" i• � D • •b �! AS INDICATED - HT. 1/8" E N El Cl POURED IN PLACE BASE fIATE REVISION _ BY PR .0 p 1/2" p 13 p L TRE3K* O AND E(CAVATION; ALL TRENCHM AND 800AWA MON WORK IN .m.._cw_ arm CLEAN CAP GE VIFN CONTA NATED SOILS) SHALL BE N STRICT CONFORMANCE WTIH PART 2 OF THE PROJECT MANLIAL ENTFFLED IWARONMENTAL COlIDTITONJS' AND WITH THE OEOTECHNCAL REPORT BY HART CROIASM DATED VS /0?, NO EXCEFnoL WLa BE _lONffX O Z BACKFLL' N ALL BACKFLL WORK AND MATERIALS ASSOCIATED WrrH ALL ai TRENCH M AND EXCAVATION WORK SHALL BE IN STRICT CONFORMANCE WITH PART 2 OF THE PROJECT 1AAIdUAL ENTITLED 'ENWIRON ENTAL CONDITDNB AND WITH THE GEOTECHNIC& REPORT BY HART CROWe DATE-- WwnL ALL BACK FILLED TF 34CHYO AND LARGE EXCAVATION AREAS WILL BE LNED WITH( A PEiVKX13 OEOTEXTL.E FABRIC (Y MM TO DELIF.ATE CLEAN BAC139LL MATER& FROM EXIS M CONTANINATED SOUL .j7_ 4000 16 A­ _ SANITARY MANHOLE EXTRA SHALLOW TYPE C ® ADOPTED L4f Mi$12/l5/91 DWG. NAME BR38 SP PAGE B073 3/4" SQUARES SPACED - 3/4•' �! AS INDICATED - HT. 1/8" E N El Cl .0 p 1/2" p 13 p V CONCRETE p. p p 1q M CLASS 3000 i N RAISE- 1 /2 "— •_a /•_ WIDE BORDER 12" 9 °o t^ 0 a LZ FIBER JOINT urn 9" PACKING z -�/e" i•• 4T (1/8) BEND EY• rl CAST IRON RING AND COVER o� PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED 6 INCH OR B INCH CLEAN -OUF IN SAME MANNER AS MAIN SEVER JOINTS. ADOPTED 9hodW piw LRL )11$ 12/15/91 GATE REVISION i BY IAPPR DWG- NAME BW18B SP PAGE 8076 pm F t: - OL L 9 F LL o Zo zo F Q � co 0 d Ir a0 � Rr 14 r ,-N U� LL, 8 U�3n g aIL ai D o N <Zm W Z r I ® Yc O O o c N Y N N yp `s g P 3 v v g N yz °a fA N Dd z N S ca U V) sN W d o w l W Z ¢.O N ONO Z¢ _ �WtNO OD �� hI I Z (7 r� LL7 CTZ u') N N �- NZNN ° Y�tv )N N °.3N/ �6 Z W O ?��Ot• WASy /yc�� � ff GO 'AB' O0NffI M1C1® CERIIFICAMM H 4 1- HERESY CEffn Y THAT THE HORIZONTAL AND VERTICAL LOrAMONS OF SANITARY SEWER AWA. 9O'`f PfsI STER4��`"�" E N S -STORM DRAINAGE SYSTF]6 HORIZONTAL `TS G� z N LOCATION OF WATER SYSTEW APPLIRTENANCE5 SHOWN /ORAL E� '. O rn - HEREON ISTHE RESULT rOFSLRVEY EXPIRES 8 23 O5. PERFORMED. BY M RECTION. NIS J. L %q ° St SCANNED , OR $ 9 2 �! E N V a M i 0 °o 0 a LZ %q ° St SCANNED , OR $ 9 2