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HomeMy WebLinkAboutCattail Creek Subdivision Outfall Sewer TA,T, rt Ya CATTAIL CREEK SUBDIVISION OUTFALL SEWER 'zo o= M, �a CITY OF BOZEMAN, MONTANA V) E0 RECORD DRAWINGS �' " SAN AN,LS A APPROVED a w W Z 13 b. WILL SON AVE. BOZEMAN, MT 59715 - - /�,r',r-% �za: •ram r/3l/c3 cy 0 3 NAME - TITLE DATE o Q V THOMAS, DEAN & HOSMNS, INC. o o TD&H � T3JCINFERING CONSULTANTS w o -AT FAILS-fi of -I, - -I MUNIAfU TrocarvE W-NGTON CK O Y I EWI SIOry IDAHO CATTAIL CREEK O U SUBDLEGEND SEWER IVI OUTFALL o a: (� GENERAL NOTES: E75 �m NEW TIN pESCRIPTION 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND OfU U U J Qi pzn�n SHALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL w w w • O MANHOLE 'RR EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. O O O LCy�L a� 58 SANITARY SEWER x. ---- w`T-- WATER LION '� 4y 2. ALL POWER. TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH o / -' INTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED 0 FIRE HYDRANT CA AIL CEEK Yi 'VI SUTBDIVISIONR �, BY THE UTILITY COMPANY. �-� �'D r: VALVE GAS MAIN o-_ I F� � ���� 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES PRIOR TO BEGINNING ��¢O -- I UNDERGROUND TELEPHONE s I I =` - n;., TRENCH EXCAVATION TO ENSURE CROSSING CLEARANCE. THE CONTRACTOR E OVERHEAD ELECTRIC SHALL NOTIFY THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION. r A m UTILITY POLE I 4. THE CONTRACTOR SHALL INSTALL CONCRETE THRUST BLOCKS AT ALL RIGHT-of-WAY LINE EE E�.3 - I! WATER LINE FITTINGS. m EASEMENT LINE - - -T v�T•,. �' -* x- WIRE FENCE � .4a� �;. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY PERMITS. DRAWN BY: MVVC DESIGNED BY_ DJC RI TELEPHONE RISER fF, ^^ - �— +�;'' 6. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL QUALITY CHECK: GAH CONTOUR ('' �~ a BE RESTORED TO ORIGINAL CONDITION, UNLESS OTHERWISE NOTED ON PLANS. DATE: 2/14101 JOB NO B98-07 SECTION OR DETAIL " - 7. ALL MANHOLES ARE 50 UNLESS OTHERWISE NOTED ON PLANS. FIELDBOOK 839 A DESIGNATION SYMBOL Orr tawrsTS I 8. ALL MANHOLES SHALL BE MARKED WITH A CITY STANDARD MARKER POST. 3 �..� $ SHEET NUMBER WHERE SEE DETAIL_ ' I 4 SECTION OR DETAIL e e IS SHOWN f, � �J 'A ,�„ ...� i, ®❑�� 9. CONTRACTOR SHALL INSTALL TEST PITS OR WELLS EVERY 500 FEET ALONG ALIGNMENT AND TEST FOR GROUND WATER CONTAMINATION PRIOR TO BEGINNING 0 � 7 It e ®© s` EXCAVATION. 10. INSTALL ALL WEATHER ACCESS ROAD, SEE DETAIL AT THE FOLLOWING LOCATION VICINITY MAP OUTFAL ' REPLACEMENT P A M NT SEWER OUTFALL SEWER STA. 3+32 TO 4+20 STA. 2+13 TO 5+05 Z STA. 5+70 TO 34+00 O ABBREVIATIONS N 0 DIAMETER SURVEY DATA / BENCHMARKS > a L.F. LINEAR FEET 25 CP19 FOUND 2" ALUMINUM CAP MARKLU AS NE CORNER - TRACT 2. Z NO. NUMBER MH E POINTS IS 100't NORTH OF CATRON ST., 75'i WEST OF THE WEST m W STA STATION EDGE OF THE COSTCO PARKING LOT & 2.3' EAST OF N-S FENCE. Z Ill TYP TYPICAL W (11713.877, 7550.083) (n 0 W/ WITH �1 Y2 c/) CP20 FOUND 2" BRASS CAP MARKED AS S1/4 SEC. 26, N1/4 SEC 25, Lu Z w _ REAT FALLS T2S, R5E. POINT IS 930't NORTH OF CATRON ST., 75't WEST OF uj Q Lj,J WEST EDGE EDGE OF THE COSTCO PARKING LOT (APPROXIMATELY 375' NNW OF NW CORNER OF COSTCO BUILDING). HELENA (12544.120, 7553,375) J O O � CP52 FOUND PUNCH MARK ON 2" ALUMINUM CAP MARKED MONTANA DEPARTMENT Q m 4- �A� HLII IF HIGHWAYS. POINT IS 0.7' WEST OF RIGHT-OF-WAY FENCE AND 10.0' SCHEDULE OF DRAWINGS O E AN I 1 NORTH OF RIGHT-OF-WAY MARKER. (APPROXIMATELY. 1100' NORTH OF BILLIN INTERSECTION OF E. VALLEY CENTER DR. AND CATRON ST. ON EAST SIDE OF ROAD). Q SHEET NO. SHEET NAME (12922.739, 8508.142) U 1 COVER SHEET CP53 FOUND PUNCH MARK ON 2" ALUMINUM CAP MARKED MONTANA DEPARTMENT HIGHWAYS. POINT IS 0.6' WEST OF RIGHT-OF-WAY FENCE. (APPROXIMATELY 2 OUTFACE REPLACEMENT SEWER - STA. 3+32 TO 4+20 PROJECT LOCATION 1250' NORTH OF INTERSECTION OF E. VALLEY CENTER DR. AND CATRON ST. OUTFALL SEWER - STA. 1+85 TO 11+50 ON EAST SIDE OF ROAD). (13071.730, 8482.863) 3 OUTFALL SEWER - STA. 11+50 TO 23+50 LOCATION MAP BM ARROW BOLT ON FIRE HYDRANT 95'f NE OF NE CORNER OF COSTCO BUILDING. 4 OUTFALL SEWER - STA. 23+50 TO 34+00 ELEV. 4648.99 DETAILS BM ARROW BOLT ON FIRE HYDRANT NEAR NW CORNER OF COSTCO BUILDING. ELEV. 4650.31 CAD NO. R9807-01-DWG SHEET 1 OF 4 NTj _ g DAVID J. - CRAWFORD '- �_/ p.NO. 8709PEOft L 4z0 zOx EX. 30' RCP 7' THICK MANHOLE 09• /// 5 /� 11 z Im EXISTING MH 06' CORE EX.24'PVC STA. 2+16, MH NO. 1 ;NEW27' GTH = 15.5'' N 13520.46 // b// 1 PVC 5• E 8613.34 / �/ o`1 z 24' SEPARATION 1 L 1 N 1+�1 NEW�27' VC \ // /R /` EXISTING 30' UTILITY 11 v� II NEW 5'0 MHM 0 / EASEMENT 1 1 Wzw V .d STA 1+42, 109' T MANHOLE N0. 2 10' STUB- CONNECT MH NO. 0 TO EXISTING Or S S a / N 13513 47 11 111 p p 3 "" 6'0 MANHOLE, E 8604.13 1 10 0 ofyyy SEE DETAIL e1 //� \ -'\-' "-� x 1 `+ (J O p . w p - \; of 0 SEWER CONNECTION DETAIL 1 $\,� ,T 'I =} 1 0 A�w m \ \ 1 0:000 STA. 1+50. MH NO. 0 O O Wp MOM��41 �Zo (SEE DETAIL) N 13572.55 ( o p N rIl wy3 E 8572.80 2 \ \ EXISTING 30' UTILITY 1 - o maw EASEMENT \\ \\ STA. 4+98, BEGIN STA. 4+98 TO 5+68 INSTALL 70 �l' BORE & JACK Q Q RECORD DRAWINGS Z L.F. 42" STEEEL ENCASEMENT PIPE Y \ ( i 1 0 APPROVED \- \ o p p 0 50' 100' 150' FENCE CROSSING Nnr,It Hill unn S C A L E TD SC H I THOMAS, DFAN & HOSKINS, INC. /' $ EMI m MCC �I ENGINEERING CONSULTANTS _-- } _ - _ �� a< H DRAWN BY: MWC DESIGNED BY: OJC EDGE OF ASPHALT - _ - QUALITY CHECK: GAH - DATE: 4/20101 i i F/CI W JOB NO. 698-07 FIELDBOOK 839 A. 6+92, MANHOLE NO. 4 STA. 5+68. END \ 27 I 13287.00 TYPE 1 EXCAVATION BORE AND BORE & JACK --- =-Q N ' I E 8257.95 TYPE 1 EXCAVATION \ O. TYPE B BACKFILL JACK TYPE B BACKFILL - 1 C+ n650 I /STA. 5+97, MANHOLE NO. 3 l550 N 13381.55 I ov r Of E 8259,01 31 N a p CD a of I I 1 N In N�a < M + z a W x rn I + u0mzz0 0 cJ m rn0 pN M I I Z M c- j O+tD N--O W >- a NN N,O a� I I O O O� H H f- 0 W w ID Y N x z awx0' O J 0 w Na c0 �Oa I I Q =Fs�'t>'y" �a w Q w rL a nor- �a0 �a� I ~ m -� s,nxzzz m. o > o zr ri z'0 +n�0 +,��0 I I \ � M c2 N z + w _z o+��� o ��� - o � 4640 EXISTING 30' UTILITY / Q ~ ao; rWoo °n°o m� w N ww z <�� xa��� z �>> I I I EASEMENT Z +w a n +w X Qj� pN pN �a 0 + Na �� �zz �ZZ I - I F- W „ O O'oa e� �a 1z ra-Z E F ^ate Nar mar v,w Inw GROUND FILLED BY OTHERS EXISTING EXISTING DITCH TO B N Z F+wZD ��OZOp NNOzp ;.., II I v, zi Y LLI O+N .+I- ++i_ ' -�lcn w o" oN.11 _______________ ______-_.-_- za ww z .'� ___ __ ________ __________________________________ I W z z awn a>> I 10' I W Q o,�» m­ n 2» EXISTING I , 1 I W o ut�iz mv, ;2zz GROUND o 1 U W W Sn 4� a �_ ------- ~ I I I EXISTING DITCH TO BE J 0 W W I I FILLED BY OTHERS m V U) S=0.51% L=400 S=0.36% 27"PIPE I I F-• Q J Iw + ti I H J J ,,r•q 27"PIPE I Q ( Q \ =58 I I V W LL ----- 5-0.33% C) I I FENCE CROSSING a D L=9S 27"PIPE �,� J O 4I;21.16- , �621.95 S=0.36% - o - - _ _ -�_ 27"PIPE 1+Ci �' - r' J L=9.1 5=0.25% S=O. 61r27"PIPE =0.43% '^ I- I O LL 27"PIPE 27"P PE fw v�i vi ro q', S1A` 10+92, MANHOLE NO. D N 13292.75 0 I 1 E 7857.70 I I I 1+00 2+00 3+00 4+00 5+00 6+00 7+0o ftT00 9+00 10+00 11+00 STA, 5 1 ATCH LINE H ET 3 CAD NO. RM07-02.DWG SHEET 2 OF 4 STA. 11+50, MATCH LINE ;�'�,o�-T... SEE SHEET 2 ?*: -.♦< a i DAVID J. `- h 31 Z = CRAWFORD E I I g=is NO. 8709PE m e I 0 50' 100' 150' SCALE Zoo ti I^z EXISTING 30' UTILITY zEASEMENT F- I'7 1 0 m 3 Z I�•I I I STA. 14+28, ADJUST a z a Q r�l Z I I EXISTING WATER MAIN z �j o? op I SEE CONST. STD. 02718-9 CONCRETE THRUST BLOCKS X a +? SHALL BE 3.7'Wx3.7'Hx3.7'L "'w ^N ro p FENCE CROSSING I 1 Or N O a SEWER JOINTS SHALL BE d N n 'oo � W 0 1 EQUIDISTANT FROM WATER - �� MAIN AT CROSSING ')z w `� O ^ Y 9 0 O W ^ z Z � ,tea LD 4 15}Oa F6t007„ �17+0� M 48+00 19+ 2(�+00 21+00 >� W m za d - _--— -- ——————J—---------- 1 - --- S A 21+69 MANHOLE NO 8 �U 0 J -- -------- ------- -- — (�----'------ — o T N 12543.72 WO W wz ----�---- --- ---'" -- �7-- -----� 9, Nj E 752337 "zo cli STA. 14+16, MANHOLE NO. 6 I UN� N 13297.41 I I-. o E 7534.02EXISTING 30' STREET � & UTILITY EASEMENT W W W 000 RECORD DRAWINGS EXISTING 30' RIGHT-OF-WAY I APPROVED + I NAME IIIII nATC N I I' THOMAS, DFAN & HOSKINS, INC. m m m TD&Hyi,+ IIJG 4EFFJ G CONSULTAN'IS I B cmap ruu-oottMu�-xuisPa� DRAWN BY: MWC nr STA. 23+50, MATCH LINE DESIGNED BY: DJC SEE SHEET 4 QUALITY CHECK: GAM DATE: 4120/01 JOB NO. 898-07 FIELDBOOK 839 I_ TYPE 1 EXCAVATION TYPE 11 BACKFILL I I I 4650 I O Na EXISTING I Z N �a� GROUND '. W+n z -------------- M 1-- 0. 11,40 CD Z ,zz I O Z + EXISTING - ----- - -- - m Q r- GROUND ---------- - I Z of � 30 w 0 n9% ?-4"PIPE W Q I 24"PIPF =0 n85%_ w L=378 27"PIPE j "PII1 Z7 L=376 I_=266 S=o.369> J O w 1 Iw m N z z \ LL J J F— a a `-STA. 14+28, Ana Ny � ADJUST EXISTING +wl WATER MAIN ^+6z0 °O � D +a_zo I+� O ." z aww z aww I�� EN¢ZZ ENKzz NN V 00 M M a N O O l0 N 0 c� -i v a a ui ui co co co co co ( 06 ai 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 CAD NO. B9807-03.DWG SHEET 3 OF 4 I, a All 1'-0" MARKED IN RED *� DAVID J. EXISTING 65' PUBLIC ACCESS o 3 WFORD & UTILITY EASEMENT (MINOR SUB. a221A) coo ? o?,ORA8709PE:�` F�1 i X U ro 3'-0" MARKED IN YELLOW X/AL , ` STA. 25+70. MANHOLE NO. 9 _ w0_ a� 4650 _ - - w 4650 STUB 30 L.F. OF 15" PIPE - "� - _ - 1 = TYPE i EXCAVATION WEST ® +0.15% AND PLUG -- -- ----- -- ---- o� TYPE B BACKFILL ? N 12542.44 - __I- +w FILLED WITH LE PIPE E 7,22.64 zs+oo za+oo N� RECORD DRAWINGS v FL 4630.93' -_-_ III . I - I - APPROVED EXISTING 0 GROUND NAM[ Tir DATE r S z3 07 (/1 - 1 II IOMAS, DEAN & HOSKINS, INC. I I 4640 9-SET PIPE IN CONCRETE TD& ENGINFFJtP1G coNsULTA M V)j CQ a N a 4640 i µus-eoiEww wv isPeu w�--:Hiii.":N o z w 3 I n� C)< Z I I z1 12 3 0 I I w@{ ANEW 24" OU TFALL NOTE: x c) ,r WER MARKER POST SHALL BE LOCATED 10' NORTH o o a `I AND/OR 10' WEST OF MANHOLES- O Y N 463° L=,� 463° MARKER POST DETAIL 1 '�N I I 550.15E X NO SCAT h /) W ix d' I 15"PIPE T D_'U 00 Fr 3 I W 12'-0• 00 zo 1-.- 0 IwoM pnn200%wa — 0a co n aa� 1 +; m ,:zza —III. W�� 'E- I z�<��� —III Oo0 0 50' 100' 150' tL z Frzzzlil_ Oj � EXISTING 65' STREET S C A L E 3" CRUSHED BASE GRAVEL & UTILITY EASEMENT I I 'n COMPACTED SUBGRADE COURSE (1 1/2" MINUS) A Ilk, '� MIN. 12" UNCRUSHED SUBBASEcl } }} GRAVEL COURSE (PIT RUN) cc m in l� 11 CLEAR I I`, NOTE: 7 1 00 1+00 ACCESS TO BE CENTERED OVER NEW SEWER MAIN. DRAWN BY: MWC I I DESIGNED BY: DJC 3 .s; 15" STUB FROM MANHOLE 9 NO SCALE QUALITY CHECK GAIT TYPICAL ALL WEATHER ACCESS DETAIL 3 DATE 2%4187 d JOB NO. B98-07 I I STA. 29+70, MANHOLE N0. 10 TD FIELDBOOK 839 I I N 12142.46 E 7120.27 I �'I I �� I TYPE 1 EXCAVATION - TYPE 1 EXCAVATION I i t TYPE B BACKFILL TYPE A BACKFILL I it 1 I 46501 4650 it EXISTING I �I GROUND I CD 31 Ir I I -------------------------------------- - CD 1 EXISTING - _- --- '------ Z M GROUND ._.- _-- O O I I I cl)_ I 4640 I I 4640 Q CD I 1 I'. I 0 Z + I I 24"PIP, m a N I 550.58E H I ano V) O Q J I I I 1=219 S=0.49% 24"PIF'f . Lu Z Lu 61 � 5=0.61% Lu I I 4630 24"PIPE W W o I I 463n W W I I V N J O LJ.I w I I ? Iwo wc'i " U Q I STA. 33+69, MANHOLE N0. 11 Nl rn, N 11742.48 � nna na nz I I E 7117.69. o 1 o aar - o a�- o a a �-' D N� - na ten^ }o'�> STA. 34+01,PROPERTY LINE +wl +$��� +a3o +aoz� a+�� Q 46SO,- I I INSTALL TEMPORARY PLUGtn zNa�aa: on�� mo 3 N"11711.92 Fw a�>�> a ww z a �O ,E 7117.49 Nw �zzz g��zz ���zz wNZa 1) In 01 t M O n N 10 00 01 N Ln (0 M O V O O N N M M d ,1l ,(] N 10 O ^ r CO m 10 o 10 v a (D 10 a a a a 10 a a a (0 `D � a a � co /o 10 10 � co w co co Io � I v o a a a v a a a v a v a a a 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 CAD NO R9807-04.DWG SHEET 4 OF 4