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HomeMy WebLinkAboutHighland Boulevard - 1992 { - Water Transmission �, �. I � sr / Main Improvements I , HIGHLAND BOULEVARD �4zr CITY OF BOZEMAN • ��l/ 4 / f. PLAN SHEET INDEX SHEET NO, TITLE 1 UTILITY SITE PLAN 2 HIGHLAND BLVD — STATION 0 TO 6+00 3 HIGHLAND BLVD — STATION 6+00 TO 15+60 4 HIGHLAND BLVD — STATION 15+60 TO 24+14 5 ELLIS STREET — STATION 0+00 TO 4+00 6 CROSS SECTIONS — 0+00 TO 7+25 c \ 7 CROSS SECTIONS — 8+23 TO 16+41 8 CROSS SECTIONS — 17+00 TO 24+14 9 CONSTRUCTION DEVILS r t r LEGEND _ BORROW SITE SEE SNEET/a,/ ecwROw s/rE afierety 1 — SHEET NUMBER — FIRE HYDRANT/BLOW—OFF ASSEMBLY t ►'...• y N — GATE VALVE F — PIPE FITTING ' �f ---- —EXISTING WATERLINES 3'+Yi_ —RIGHT OF WAY D SCNEOM E Z ONNECT TO EXISrINS MAIN *- 1 —— —PROPERTY LINE - >, I ,;F• '%CPIs , n i AS BUILT DRAWING 6-9-92 1 SCALE' 1 =200• W KERI N & 4 rn CONSULTING ENGINI—ERS/PLANNERS `.'9 ASSOCIATES 219 E.Merx_:enhell 5t,El ZerTieR MT 58715 M � r �/ _ I r •I ,I !!!!!!la== !!!!!!ll����llaas■ssssass=s,�sassmeaas�as:ssxssa=rr "'�" i'�� ? 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LEAD •/ SrORM DRAIN / DRAWN / CfiVSSING BY DATF DES(R SCALE A sHowm N 8 ASSOCIATES BOZEMAN, MONTANA WArER rRANSMISSION MAIN IMPROVEMENrS —'-21?M DRAIN EXTENSION 1 1, .[ 1 ' 4828 _ NOTE LEGEND ALL EMBANKMENT/FILL SECTIONS Contractor is require to restore to u t u r e Fin i shed Grade FUTURE FIN/SHED GRADE 4826 Southbound Lane of Highland Boulevard - Allow --_ EXISTING GROUND for surface drainage all sections to West EMBANKNENr FILL THIS PRO✓EDT nointaining a 2z positive grade away fron Highland Contractor is required to restore to Existing ' 4834 —Finished Grade where no enbonknent/flll Is 4824 - re7utred. Contractor is not required to cut to Future Finished Grade under this project 1 , 4822 4832 4820 4830 4840 4818 4828 - - 4838 4817 STA. 2+44 4822 4826 4836 --- SLOPE r0 � ORA/N 4820 a9,zossl - 4824 4834 STA. 4+32 (157,191 4818 4832 4832 4816 4830 — 4830 STA. 7+25 4814 4828 4840 4812 4826 4838 STA. 1+80 482 4824 4836 7.5,190) (19,19 2) 11 SCOPE r0 4818 DRAIN 48221 4 834 - _ STA. 3+86 (19,16.3) 4816 4832 4832 --- - Y 4814 t26,14.91 09.5,14) 4830 ' 4830 456,l41 // STA. 6+7/ 4812 4828 ' 4838 STA. /+50 / / 4814 4826 4836 r` I SLOPE TO (� 4812 DRAIN 4824 4834 23,'11.4) 4810 4822 4832 4808- - 4820 4830 O 480C� 40 30 20 10 0 10 20 30 40 4818 40 30 20 10 0 10 20 30 40 4828 0 40 30 20 10 0 10 120 30 40 STA. 0,00 STA. 3+00 STA. 5+80 DATE. DEDE4rGER I9B9 DR4WN -, cre KERI N 8 ASSOCIATES 1. .., t ENv INFERS HIGHLAND BOULEVARD CROSS SECTIONS 6 -- ) SCALE: AS SHOWN DESIGNED 9V: RrX BOZEMAN, MONTANA WATER TRANSMISSION MAIN IMPROVEMENTS STA. 0-r00—STA.7*25 "I's 9 L_ NO TE. LEGEND ALL EMBANKMENT/F 1 L L SEC T I ONS - Co n t r o c t o r Is FUr4W F/N/StFO GRAD£ require to restore to uture Finished Grade- -- EXISTING 6OU'vo Southbound Lone of Highland Boulevard - Allow T-/'-)'/'/'7 f o r surface d r o i n o g e oil sections to west 1.LLL/ EMBANKMENT FILL TN/S PROJECT nointoining o 2z positive grade away fron Highland. Contractor is required to restore to Existing Finished Grade where no enbonknent1fill is required. Contractor is not required to cut 4854 4856 to Future Finished Grade under this project . 4852 - - -- 4854 4862 i SLOPE To DRAIN (22,60. ) 4850 - 4852 4860 \ 41.60) (01,60) /7 '-(3,59.6) (7,59.6) (43,59.6) 4848 - 4850 - 4858 4846 - - - 4848 - — 4856 4844 --- 4846 4854 STA,I2-*75 0 4842 4856 4852 STA.IO*58 - STA./6*4/ / 4850 4854 4862 4848 4852 4860 4846 4850 4858 4844 4848 4856 4842 4846 4854 STA./2*00 - 4840 - 4856 4852 STA.I5*72 4838 4854 4860 STA.948/ i i 4842 4852 4858 ---- -- - p 1,5 409 Ire,40.9) (16,411 4840 4 4850 4856 SLOPE TO DRAIN 1 4838 4848 4854 119,37 7) 4836 4846 4852 (44.5,5441 O 4834 31 34.4) 4844 4850 40 30 20 10 0 10 U20 30 40 40 30 20 10 0 10 V20 30 40 40 30 20 10 0 10 20 30 40 50 STA.8*23 STA.II*3I STA./5-00 REVISIO'. DECEMBER /9B9 CY8 c N�ULT, A. EA';T/NEERS HIGHLAND BOULEVARD CROSS SECTIONS 7 �.E OR 6Y KERIN 8 ASSOCIATES - - SCALE- AS 5NOWN DESIGNED BY RTK -- — BOZEMAN, MONTANA WATER TRANSMISSION MAIN IMPROVEMENTS STA, 8-r23—STA.I644I 9 4900 LEGEND FUTURE FINISHED GRADE 4890 4898 ---EXISTING GROUND =EMBANKMENT Flu- rms PROJECT Nt%iL. 4896 T ALL EMBANKMENTiFILL SECTIONS - Contractor is 4888 / require to restore to uture Finished Grade / Southbound Lane of Highland Boulevard - Allow / for surface drainage a/ I sections to West naintoining a 2z positive grade away fron Highland. 4886 / 4894 Contractor is required to restore to Existing Finished Grade where no enbanknent/fill /s equired, Contractor is not required to cut to Future Finished Grade under this project . 4892 4866 - -- -- 4884 SLOPE O ro -� (6. ,64.4) DRAIN (27,5.64.3) 4864 4882 4890 4 STA.24+14 I 112.5,62. 4862 4880 - 4898 i i (18.5,60.7) \ --- 4860 4876 4896 i 4856 (20,58,4)-1 4876 4 894 Rv SU.2/+32 O (39,573) (57,87.31 4856 4876 4892 STA./7+90 4874 4890 4864 4862 -- 4872 4888 O 4860 4870 4886 STA.23-r 22 4858 4 868 4894 O 4856 4866 4892 � STA./7f 46.8 STA. /9+72 � i 4864 4888 4890 SLOPE TO -12.3,62.2) DRAM (21,62.2) 3e,61.B7 4866 4888 4862 SLOPE ro _ DRAIN 1.4,6111 1 (10.5,64.6) I 4860 7// 4864 4886 (8.3,59.87 4856 4862 4884 L 4860 4882 4856 O (28.5,59.4) (4I,792) O 4854 4856 4880 40 30 20 10 0 10 20 30 40 40 30 20 10 0 10 20 30 40 50 40 30 20 10 0 10 20 30 40 STA. /7+00 STA. STA.22+05 t Nu INEE RS HIGHLAND BOULEVARD CROSS SECTIONS R DATE. DECEMBER /989 DRAWN BY- CYB _ - T � -- `� KERN a ASSOCIATES BOZEMAN, MONTANA WATER TRANSMISS/QY MAIN IMPROVEMENTS STA. /7-r00—STA.24-F/4 SCALE AS SHOWN - -DESIGNED B7 RTK L NOTE WHERE TRENCH PASSES THROUGH EX/Sr/NG PAVEMENT THE PAVEMENr SHAG L BE CUT ALONG A NEAT VERTICAL LIALF A MIN/MUM OF 12"FROM THE EDGE OF THE rgcvm OPEN/NG. WId RE NEAT LINE/S LESS THAN 3'FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECT/ON E' ELL/S STREET REMOVE AND REPLACE ENT/RE PAVEMENT SECTION BE1WEEN TRENCH AND EDGE OF PAVEMENT. 10-0" R/W 30•-O"R/W VERT/CAL TRENCH S A WITH SNORING yl EXISTING STREET SURFACE •TO CLWFORM TO O.S.NA.REGULATIONS+ TYPE 2 EXCAVATION ' /•�-O" /1�-O" /2"MIN EXCAWTEO MAZER/AL IB"MIN SUBGRADE OR GROUAV SURFACE /NSrdLL DETECTABLE WARNING TAPE /B" / --' B"B WATER M4/N MAY.DEPTH pPT/ANAL / 60 O" I 3••CRUSHED AGGREGATE SURFACE LIX/RSE BACKSLOPE AS SPECIFIED / II :M'/N r TO CONFORM TO O.S.N.A. // I I —B AGGREGATE BASE CWRSE REGULATIONS• , TYPE ,EXCAVAT/ON fNOEXCEPT STEEPER /. - r VARIABLE 24••D/A.STEEL ENCASEMENT PIPE THAN/:/SLOPE EXCEPT FOR ROCK/ I / -O"MRX I / TRENCH BAOKF/LL I _— FIN/SHED GRAVEL ROAD SURFACE MIN.TRENDY/W/OTN J.3• / —— ——_ - - -- --- --- --_ _ ELL/S STREET SCALE: /"_/O, 0" W 3•-O�TYP — TYPE/ PIPE BEDDING SELECT BEDDING MATERIAL B"D/A.WATER MAIN(POLY WRAPPED) DELETED FROM CONTRACT IMPORy PLACED /N T LAYERS AND BEDDING M314�ATERIAL A]/NUS SELECT I COMPACTED TO 93 9% DENS/Ty BEDDING MATERNAL PLACED/N ILp AS PER 44SNT0 T-99 6"MAX. LAYERS AND THOROUGHLY _ 4 TYPICAL STREET CROSS/NG DETAIL COMPACTED h ° 9 TYPE 2 PIPE BErwINc WHERE DELETED FROM CONTRACT N.ss' AS RU/LT DRAWING STABLE FOR SOFT OR "N NOTE WHEN/N UNSrABLE OR SOFT MATERIAL, STABLE FOUNDATION rRENCH WALLS SHALL BE BACXS,,yU FROM 6- 9 -92 THE BOTTOM OF THE TRENCH (TYPE / EXCAVAT/ON/+ CAIR MANHOLE G AND COVER C4IgD ENG WORKS NO 5244/ ♦ SEE OSHA. SAFETY AND HEALTH REGULATIONS ____ PRECAST CONCRETE FOR CONSTRUCT/ON, SECT/ON/926.632. PRECAST TOP RINGS/RANNCRETEL TYP. TRENCH DETAIL ENCLOSE ANNUL AR SPACE SEE DETAIL a ALL ✓O/Nrs NEY) AT EACH ENO WITH BRICK 9 0 0 y N.J.S. ANDCAAN S/NG CHOCKS BNO Y MORTAR PPWPFSYP/MODEL 4B/O Q 11"D/A. S7FEL ENCdSEAFNT PIPE - .. . UST TABLE I DIMENSIONS MI R IN VALVES BLOCKING VARIABLE O•• PRECAST MANHOLE SEC7)ON SEAL 70P MANHOLE STEPS MTER MIN VALVES ASTM STD.C 47B CAST WITH RAM- NEENAN FO(/NLI9Y CO. ANppR 2=0 NAY. POLY WRAP P/PE NOTCHES FOR STORM NO R /OR EQUAL 1W P51 150 PSI 200 PSI ENCASEMENT (SPIRAL TAPE/ NEK PGASO /ApTE'NANHOL ES ROD VRLVE 250 PSI DRAIN P/PE o JOINT SEAL LIZE SIEE "A. .B. .D. .A. .B. .0. .A. .1. .0. .A. .B. .C. /0 COM- 'p LESS THAN 4•6" ...-:.. POUND ... DEEP REQUIRE NO I/t" 6"i B" 1•-0'2'-0'2'-0'2'0"2'-0'•2'0"2'0"2.0"2'0"2'0"2'- I o STEPS./ 0'2'0" I ) ) CASING CHOCKS BY I• GROUT RING FOR 2'6"2•-6"3'0"3•-0'3.0" {- - II PonrSle/MODEL IB/O PRECAST WALLS 2 1/t" 12" 2'-3"2'-0"2•-0"]'0"3.0"2'-B"3.5"]'-0"3.0"�•- I STAIN/ESS STEEL SAW o 5 L"GROUT RING 1" 11" 2'-3'2'-0"2'J^3'_5^3•-0"3•-0"t•-6"!•-0"]'-O"1• - � / RESTRd/NED"BOLT LOC" NELNAN/CAD P OV/DE 2"DRAIN Z 6" I I W JOINT SYSTEM BY q B"D/A.WATER MMN / I I I I 6" CONCRETE FILL E" DIMENSIONS ipl TWAT BLOCKING l2 LONG AT LOW END TABLE 2 GR/FFEN P/PE MTER MIN FIli1NC5 PRODUCTS OR Q \ STEFI PNST YARNfR t APPROVED ED SECTION A-A S'(O„G,PA:NTEO BILE ' TEES L PLUGS 90D BEND 45N REOUCERa i � CA,tA+C i1TTING BEND L MVES 22,/2 eENN C \ DETAIL rr_ y 112E5 A B A B A R A B -WATER MAIN ENCASfAI NT P/PE 1 BOTTOM TO BE ". NB 9 l/RfFT SURFACE EnSTNIf.ORW„0 B STORM DRAIN _MANHOLE POURED MONOL/TH- e NTS_ b" 2'-0" 1'-11"2'-5"2'-2"1'-10" 1'-7" 1•-9" 0'-10" 1CAL LY I `9 NTS B/3 MIN. 2 B" 2'-6"3-1"3-0"1'-5" 2'-1" 1'_9^ ,•_6" -. 10" 3 z" 3 3"A 0"3'-10"3'-0" 2'-9" 2'-2" 1•W NSTALL R/MBB BOY, lY 4'-0" 3'-10"4'-B"A•-B"3--E" 3'- - I !-0" MAX. MNIUUY C.IKR —SEE TABLE 7 7' z'-r 2'-3" I OC7AA GEL S Svrc`F D I I EXTRA BAR FOR DIMENSIONS -'--- - -- - -- !'-O"YIN. TO BACK Of CVRO UNDISTURBED EARTH IN BOTT r 2 EXTRA BARS LYXiPPRAn(N s I /\ I MIN.3'-O'� CLEAR ALL AROUND (1lRB STOP IN BOTTOM T NSTALL UMB WITH PLUG \Y NEW HYDRANT, "/\ FANNER ZLE WA BASE MATERIAL i�YVEII[R CENTURION I �•-12�\\y� FACING 6TRE \ Y L f� 24�0 E27 I �c I HYDRANT DETAIL/IE DELETE WATER TEE TEE(PLUGGED) BEND O I SERVICE LINE DETAIL \ gtECT MATERIAL BA F11L THRUST BLOCKING ELEVATIONS AS SHOWN CORPp OF, SRP (SEC 5PEOf/CA S) ON PLANS OR 0.2'ABOVE WfUER M 2 FOR WATER MA/ TOP N FITTINGS OF CURB GRADE ADJUSTABLE SCREW TYPE CG,&. P MM RAzII- 3 HANDLING HODkS r '9 Nrs GROUND LINE . /VALVE Boz WITH LID I AT 120R SPACING l \ �/ AL(kVgNCCK 3/ 41NIN1/M fNANETR - SER PIPE \ \\\\\\\\\\\ X F _ �Rr B°"°" COVER DIAMETER .. .. ..... • 0"ntN (kNtPoRA noN SINP ANO SFR CE LJW "LW PUCEMENT \; NST SERVICE LINE WM pOOSLVA N HORIION7AL PLANE. _ K E VNDISTURBED \\ MIN. 6.5, �T - lKiAtt OF'A PROPERLY I SINGED LCWPaRA nov SiI]^ —�� EARTH \ SHOWNO(%lOSENEGY gF NCE PPE REBAR 4NCNL99 � N\\\ _ \\\CONCRETE PIPE DIAMETER \\\\ \`. THRUST BLOCK \\\ TO MAIN LINE \\ \\\ Q AE NOTES Y Ln�ER fNR$ERNCC lM(5 SHALL BE YEASUREL:In-EYIS G 6" CW �\ \::.::•::::;':::?� :::�� .•:j�':: • ' GIfWND lMC WKN(ifWND(S IEKL N't fAILNG AWAY FROM STRLC\:;.:.:.:...:::::•::::.:::....:•........v.....:......:::,:. \ Ann MEA,,RFp FRN TIP OF SIREFT nNB wKN c„wND s Nv„c A PIPE \ N /� \\\:::•:::•: \JOINT AS OUIRED FOR fR(N SrREE 1. i•:%::::::;:;•:::. :a::::::::•.:. COVER ' \ f6 ` ::�\.....':..;};;..:•,\.•...,•...•....,.•...•........:.•....•.•.•.,...'. PIPE SPEC) 0 DIAMETER D BOTTOM TOP :':<.:.;:.::•::;::z; :;: r :'::; IAMETER T K L BARS NEW AUXILA T.WARN gRNQ L.YKS SNAIL H NS7ALLC0 wKRC ypNH ON\\\\\ 1HE aeAw„OS CW AS SPCOVKO. 4 II F o H I i� L� —� GATE VALVE J O 6H 6R Fe 4 AT 6" Ig ♦.:::;\\\\\\\\\... ..\\\�\\.\\.�\\ \\\\\�\�\����\ !eEapNc slAu a,Nor dAMf r[R MAxnuuM wrroH e-OF gRNIZ qPE\ +II MIN. I/t CWIc TARO / *,.7 ZII - A AT 6"WASKID MIAKL FLAN 6 01I GE 40NET 81I TII gII 4 3 T 6" NOTE'COAT RODS NII - 'irOPPERs"B/ruM4sr/c THRUST BLOCKING "SEE TABLE/ FOR DIMENSIONS \ 7211 86'I 6H BII IDII a AT 6 #3AT 6' NO.30 COATING OR EQUAL 3 FOR WATER MAIN VALVES T//RU57 BLOCKLL AND ANCHORS Q REOU/RED ON ALL 6"VALVES4N0 LARGEq TY/�. FIRE HYDRANT 9 N=. � WATER SERVICE LINE_ T NT9. 9 [s1 PRECAST MANHOLE TOP N.r s. DATE OECEMBER /9B9 DRAVVN BY; CYB 9 N.T S. KERN ASSOC/AYES N`ULT/Nv ENGINEERS HIGHLAND BOULEVARD SCALE' _. DESIGNED BY: RTK BOZEMA N, MON TA NA WATER TRANSMISSION MAIN IMPROVEMENTS CONSTRUCTION DETA/L S sE�E*s 9