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HomeMy WebLinkAboutNorthern Rockies Professional Center - C FM 5/6"R" "/z'A"A"-`•(Pr•K•) _ Sheet 1 of 10 SARCUT EVSTIN6 PAVEMENT t'WrSIDE WENCH BENCHMARK, ARROW BOLT-4839,JS FEET CONNECTED SANITARY SEWER AND WATER PROVDED NON-SHRINK BACIRLL AND a•PAVEMENT F BENCHMARK: (CITY OF BOZEMAN DATUM) NSr00'3rE] TO EASTING PAINS AT COMSTOCK APARTMENTS - - _ &•l]yi''4� PATCHED AT Ca PUlnCk(WITHIN HIGHLAND&W R/w) TOP OF ARROW BOLT-4858.19 FEET [ _ RELOCATED EXISTING SHOP 91N -' (CITY OF BOZEMAN DATUM) Fna 5/8"R. e( OB7D0'3'M) ', ' 1 t/2'Alum.CaD(Pi'D) 3Z3.]3 NEW 2 RCP T\', SAWCUT ERSTING PAVEMENT AT UD SNORT AND ;f .E�- (Ne1'25'05 E)(u) _ - 1' (MTRG PAVEMENT TO EAST M ELM SWEET FUTURE CONCREW CURB k CUTTER F�Ste Reg OBT�.05 _-__ _________ --- AM 11 _at REMOVED ALL M G_ N.. SIDEWALK(NOT A PART a THIS PROJECT)- 1i 12 � iQA ) tr U; a 33 kM' 4B5].1J FEET 2 Num W " - _ ( II j W2TAL3ID STANDARD APPROACH PER TOP OF�ARROW ear_ T"a//W (PI C) -�^ C 1 '6 C.OB.SD DIG NO 03SN-II TB (CI1Y OF BOZEMAN DATUM) - _ - - _ __ _ _ _- _ _ �T }� of 8 g L/C PaNW,of a,e SReef Pn ( -) k -� ': -- ( .9C BBMGBf9BL• Y RZ� flat M DRUM LUMNCN AOp1TW TOP OF NORTH SIDE to S I OF STORM DRAIN WSTAL1ED PEDESTRIAN RAMPS A9 PER - __ - - -may- R� J4341 (4t y(� ELEVATION-485].60 FEET FW 5/8'Rrbb.1t, __ - - n'Cry e y (3 (Cltt OF BOZEMAN DATUM) _ GOB SD DWM N0.02529-6(TIN r, -- _-- - _ _ _ _ ttSS t T/a (Wortlrm-MPN'leJ - + ",'• _ w Iz'HOPE _ EXISTING zvl z :o. -tw.D) " 5 �( 'B) ,, It 83 S treet- 0- �� i w u) F a !B' N _ _ qq NEW WMIF WORDS AND SYMBOLS(TYP.) '% �P1 R 144804 :. 6.T:E) V T/2•AMA^. - s -'�-Ny r -_ (SS•(!'S3E1 J F 'a ra C F\t -lT- INSrALLEO NEW REMOVED EJOSTING CUpB -2i Ti -�,. _- "IxT) lxA. - xo) xn I QJ■� m� 3 RISTALLED NMPEDESTMAN RAMP (x.l - o.u]ACRE 'o.z/0 ACRE 1 i ,a3zss m rr Its - _ .-. H H. y- - -f _L.N - �' I _ - ( ST- � '�] _ _ . \� F, Euv-Dso uD 4se- _-4680 .E s - -.-,sB.1dR2xl- __ - '�1 r-' -JLOT 3SO FT T6P-EN I �L r.F ETty 4nz ANo x.z - �. M�' I ; iY r - -i- `: T,a i {aoRE I50 N aw O AN _ _ } _ '�PAC�E;' F.F.nEv-ezo.zD]>.o r 1 - I l Hi 4 4 �EMMNED CURB w FRLOGgm gIST1�e2¢'NI!- - - - - aoAr. _ _ ___ STORM ACED INFRM E!r Y �Oi -SET BOVERD IS11NC a v2o _ _ _ , - �_ - 1 - J I `�.V , -- - - - � L _ -i RN$ _ c ___ I W AlA SEWE - .atJ p� -�- -(�E�Wp ", T2' - --ra��•r�- 4` A .,r , - I"�,',4 1 - T.l{u (b1 QH _wumF err)• d SIMER I _ _ - • ,3n� - - r1i - - _ 8"DIP w �. (f5. .. - „TawN! 5 M\ sT>D a Je w• fr• a1 r s o-P (4az z WRA 11p'wc .5 ao� bs) F.f"� (ro INSTALLED^LW � 'in�I SAY wm ] IY. - g' %,: _ ;b td vtJ v.t '-_ nss (ARID -- - ICW SSYH-4 8 vK A 9 PEO RAMP 16'17 ( 9 M.rrban-Ma1WN) i .-._ x - zs)Np4 �i'jsl9 `��,' MD oRAC@ - II INsrAt1ED PEDESTeAN RNFST r-.x , xR a �� � Ysaa r J A _ -.I- w II��1111 [F 6T. ,NSlA11E0 CAT'STANDANI� C.O.B.STD-DWG.NO..02529-fI(119� It, �\-�61 rq - _ -(x 0) "'JI.3_,.t. j[y �IQ�. H , l l q, .,V '.(Y e: 44533) STORMI DRAM.INLET'PER 4 314 - E I a': (a"Sp xil 1CP ^! _ _ 4[ I -� ' y4Tl) co a SM.Dwt-w:Dvz IIEW 4'Ss SERNa" \ R f ) - iae,i(II (a 6). e m Fr IT I. �'. $ - ►-� MSTA.IEe HEW nIRR A c n - r!�r - c` ( - _ - vas. _,� ` . ,-.q' ...\ r - W azz5 AM rR{ " �, 1 _.,.�,. -'- A. W.o)e e . I:. - _ i SETAINING WAu - - fnTs) z so ,T • (420) 'NcDURn e C •:. {) 93,STY4 m rT , EIEV-550 AND a5 0m . LOT 1 )f ALOT 2rr \ a3r o on D TRACT C 9 33>.ot] F1 nn�AmrnE 'JS'-` FF ElEY.a9.0 AND 79.0 " IF ELP-e9 a AND 11.6 - 156) ` ].BINDS Av - I \ me (w>t F�-e•I- i In not na >'-` - -- - ---"'-G'' VOA \T' A,Recta _ - ��-M f097,34 E. F"95/B•'R"Mn ,• /1'YPC Fy e.: Y 4, CCNC P,N �qBE 26951'30"(M% 1 1/2'Mr".CM(PT 1 -vE.. Fad 5,'a - TOP OfAMROw BOLT-46]0.35 FEET [S8951'JO"W) �A'ROW SOLT-4861,83 FEET 5 ? 9BrprTG]SMRI-24 I I I/C•1•' N s"n-NaIWN) (d TV OF BD2EM AN DATUM) (CITY OF BOZEMAN DATUM) {Q FL 5761--- - p d 1 OVERALL PLAN AND GRADING/DRAINAGE PLAN_ SCALE'. S_ O LEGEND Q ® INSTALLED SANITARY SEWER MANHOLE LEGAL DESCRIPTION --- INSTALLED SANITARY SEWER LINE r O TRACT C, CERTIFICATE OF SURVEY N0. 1177C O C.O. INSTALLED SANITARY SEWER CLEANOUT �1 O SE 1/4, SW 1/4, SECTION 8, T. 2 S., R. 6 E. INSTALLED WATER LINE �l OF P.M.M., GALLATIN COUNTY, MONTANA - INSTALLED HYDRANT 1V ►� INSTALLED WATER VALVE ( - 0B.O. INSTALLED BLOW OFF HYDRANT �� Q .(75.0) INSTALLED SPOT ELEVATION FwCCi GENERAL NOTES W .. - DRAINAGE DIRECTION -II'-1 1. ALL CONSTRu CTION SHALL CONFORM TO THE ACCOMPANYING PLANS AND l�l{il - © INSTALLED STORM DRAIN O SPECIFICATIONS, AND MEET CITY OF BOZEMAN STANDARDS. 2. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL oNP SIGN "NO PARKING ANYTIME" SIGN S/TE t '� - _ BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE PER C.O.B. STD. DWG. NO. 09810-1 �• CITY OF BOZEMAN ENGINEERING DEPARTMENT. 0 STOP STOP SIGN 3, PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE PAINTED ENTRANCE ENGINEER, WORKING DRAWINGS. SPECIFICATION SHEETS, ETC., ►FF"+++MMM -`, •„^, - FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLED GARBAGE ENCLOSURE WWW _ INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. 0 MB CITY STANDARD MONUMENT BOX Scale /n Feet 50 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE n(I1.y( BEGINNING OF CONSTRUCTION. 1lTHE C/] 1 Scale In Vetere 15 5 PRIOR ENGINEER AND SHALL BE NOTIFIED AT LEAST 24 HOURS DRAWING LIST 6. TYPE 1 OR TYPE 2 TRENCH EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR. A91.0 OVERALL PLAN AND GRADING/DRAINAGE PLAN 7. TRENCH BACKFILL SHALL BE TYPE A. AB1.1 RETAINING WALL PLANS AND DETAILS AB2.0 SANITARY SEWER MAIN PLAN AND PROFILE Drawing Date: 7/2/02 8. BENCHMARK: TOP OF NORTH SIDE OF STORM DRAIN EAST OF INTERSECTION OF HIGHLAND BLVD AND ELLIS ST. ELEVATION = 4857.60 FEET (CITY OF BOZEMAN DATUM) AB3.0 WATER MAIN PLAN AND PROFILE 9. ALL EXCAVATIONS TO MEET OSHA REQUIREMENTS FOR SHORING OR SLOPES. AB3.1 WATER MAIN PLAN AND PROFILE (ELLIS STREET) 10. DO NOT SCALE DRAWINGS FOR DIMENSIONS A83.2 WATER MAIN PLAN AND PROFILE (ELLIS STREET) 11. ALL FIRE SERVICE LINES MUST HAVE A 1 INCH DIAMETER TEMPORARY FLUSH POINT AB4.0 CENTERLINE ROAD PLAN AND PROFILE (ELLIS STREET) A B INSTALLED WITHIN 1 INCH OF THE END CAP. AB4.1 RIGHT TOP OF CURB PROFILE (ELLIS STREET) 12. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RE-SEEDED WITH VEGETATION TYPES ABS.O STORM SEWER PLAN AND PROFILES APPROVED BY THE GALLATIN COUNTY WEED CONTROL SUPERVISOR AND PERFORMED IN ACCORDANCE WITH MPWSS SECTION 02900. CURB PLAN AND PROFILE (HIGHLAND BOULEVARD) AS 00N=j7�mAB6.0 DETAIL SHEET - 00_ � 1 FM 5/8'Re WRA j �pEpyA�R, 1 1/2'AM Cap(PT T(W OF ARROW BOLT— NOE Q gy • } /. IB39.]W FEET CG11ECim SANITARY SEVER AND WATER G EF Y ,� "' AR�, (CITY OF BOZEMAN DATUM) TO EASING MANS AT COMSTOO(APARTMENTS A ' TOP OF ARROW BOLT—b56.19 FEET (NET'OO''I (CITY OF BOZEMAN DATUM) Fad 5/e'R.-,;n 087'OO'37 M 1 1/2'Num.CaP(P� G I 3237J�) _ m - [Na1'15�Q E)LM) NEW 2'._RC;.—._ Sheet 1 U Wad 00 p5 ___ N h t 3 of : s y..IEET gly / - �� _ - - NEW 12 Lor 2 — y.1 >ou (5eA a 5e01 LOT 4 T \ a 2 LOT 5 iD.3213 W E 10.b5.8 S9 R ZI V 0.237 ALRE jl D.xb ACRE w 1(1T 3 i {3F`' - —2 AND xx w (he,sy�k r Etcwas.o AN.aso Scale !n Feet 9 a� iR $110.1 SO FT' f `l D r.Euv-ego AND n.o M �c ux Y 50 0 w -� _ - 1 Scale In dieters J e`dP w . lesm� V NEW SS H-A �- — -- 47 °y� a 5� 6. NORTHERN ROCKIES PROFESSIONAL CENTER ELLIS STREET 4830 M o-e y -- - 4860 \ O �y ? 4855 "4 SEWER SERVICES a Ny y O W ti o- o-0yg0' LT RT 4820 rya.°moo o 205.5 LF OF 8"SDR-35 PVC SS ®3.494X 4� 2+13.79 6+07.79 4850 21"STORM SEWER CROSSING _ \ 3+19.79 Fi+M 4" OSIRE LINE PROVIDED 2" THICK x 4' WIDE x 8"LON - 6+24.29 ROSS/NGI WATER SERVICE RIGID INSULADON OVER SANITARY CROSSING SEWER AT STORM SEWER CROSSING EXISTING PHONE 4645 WA ROSSING CE 4"FIRE CROSS NG E 4610 - \ 212.5 LF OF 8"SDR-35 PVC SS 05.586X 4840, 364.07 LF OF 8"517R-35 PVC SS 06.3041 I o -yo'o-05yyh'aA5 � F 4835 NSERVICE SING 4800 2"STORM SEWS WATER CROSSING 830CRO < < EXISTING GAS MAIN 204.3 LF OF 8"SDR-35 PVC SS 49 6.755X 12+00 13+00 - 15+00 Drawing Date: 712102 825 nSEWER MAIN PLAN AND PROFILE -- o - ,� o a AB2.0 SCALE: (1'=50'HORIZONTAL AND 1'-5'vF AB 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 2.0 (1)SEWER MAIN PLAN AND PROFILElAs AB2.0 SCALE+ (1'=50'HORIZONTAL AND 1'-5'VERTICAL) COrb'IRUCIm AND III ! :�t_ 1 lIz•Aturn.ca(P 323 75 NEw 21 oN furs SIRFET - NNRE CO MTE OM B WTTER [NBt 05 E](u) -. 5{Pae OBI•25 p.05 - --------- AND SIOEWMA(NOT A PRAT a 1115 PROIEC7) 1 � _" -- - -- - KIM {'Romer d pl -- _- r ' ASTALE STANDARD AINNDCACH PER T(1R OF ARROW BMT-4657.13 FEET IY YAe.CA7(P - ._- _ f, _ - S.._- — IFe Sweel per COB.SYD.ONG.NO.0I5N-11 M ) N 4 LD1blO4 AgRPON l ) _- \��...1{Lei �r _.� Lam• - _--- - (CITY OF BOZEMAN DATUM) O� ALL FIRE SERVICE LINES MUST HAVE A 1 INCH DIAMETER TEMPORARI a WSTAUED PEDESMAN RAMPS AS PER __ 1 ' _ "-- S a .___ FLUSH POINT INSTALLED WITHIN 1 INCH OF THE END CAP. CO STD DWR No 07x4-B ITM,O .) IY e N•rsr Street-8 N En nI "=—� PH�E W n�' I a I - Sheet 4 of 10 T IS xt)(x1)IaO - %pR 1 a -- xn l 1om�so r* L f ra.e5se Fr �TF OD iLD rt� 'OPEN - A.�•=.'. Iz rPE ea m+ rnGl alas - A('E s ¢[v- - a) =— 5v ao E orroDF I rs. es.AN uo j vxo 1 �(els) �e F,.';• �?�' � m DO wl) 15A0) ARANC s.a Cy - E B $ xo W *v— o Yol xeo) um, n.a) 8 2 a 1 3 A) a SPRC _ I Liwe son �sif$ � � p• � ��— � � ne / t7T 1 S" T 'R W9 O� Z y- G I� GF�� +b.l`tlob lu GP �t�'y1PJP� O Ap O Oti a O-V'Q\eJP� JG GP,�OC,E O, " GP�OFQ��, O y•�OG6. �,L� Ory �p x0, ���GP ��yti,.'� ♦y�0 0e}Q.P 9 by,*G.O O 4. X 10 a•1 O O P 't� Q 4.•�. O F'Q 0 'Cr x P�.� G' G yai4'J5 ® p? J G GP �2y'CZ' x 5 1f �P�O,� tip•-(b. y ry GP OG O O+�Rt' PO F. Q- Z v [ 0''0 �,q . + rp" F.GPI O O.0 1� 0 Sr ♦• �F•• 5 O Q-Pyl�p4G O'ry') 0,\0 5Ox0•l�. b�OP P OG �JG G -5 yO GO O 5 7 O JG +0�a��'�O y°jV '1� OP OG OQJ O 5PF ,h Pi ,O�a4. .Z.Off• GHQ.,�, ,g �E.J 00' p0. �•"� i�' 0 Q-P�10�0 be'� O 0 e�.q(J' Oy FOp �' �� ����.a' G a o�'+Jy O 0 G 5 51'` y Q- 5 4• ti' ��. y Q-G p �O G P'ti �?•l1'QQ. ��ay0 �' x�' P`�F P,Cj'��y ti Mx0 ��'Q'GO ?�i y �l• GQ' GO 4O �J O y( 7�O 'y y'l O�'� �. 9 qP'Cr y.d• G J5 i NO ITHER 4 ROCKIES PROFESSIONAL CENTER G 4865 +� a� � 4"SENOR SERNCEP � 4860 CROSSING 14`"GPQ+b 41� IObBY LF OF 8"CLASS SI DI 4855 ( F-lST GAS MAIN EVS TING PHONE y h0 0�4 - - 4850 1� 1�1 ICI, 3/4" WATER SERVICES EGG Q e s sERwcE LT r RT 1� 4845 0+93.1 3+25.3 +0 2+14.3 6+07.3 y 00pQJG`' 3+23.3 — N 6+ .8 jLvJ O x qP�SOP 9+6666.8 4840 P� Fil i� PHONE(RELOCATED) - 4835 Fib EXISTING GAS MAIN 4830 O 4825 Drawing Date: 7/2/02 I IT a a a a co AB a d 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 .c �,�y���= 3mO- WATER MAIN PLAN AND PROFILE N WiV�IAv�lr1J A83.0 SCALE: (1'=50'HORIZONTAL AND 1'-5'VERTICAL) !/00220 I �m Sheet 5 of to 1 SAWCUT EASTNG PAVEMENT V DURBIN TRENCH u, R10\QD NUN-SOW BACOU All e'PAVEMENT 'll/[ PATUIFD AT COMPLETION(107NIN HNH.ND SEND R/) I r u 1,• 3 "' _ 4 RELOCATED ESISTNC STOP SIGN /. % 1 , SVWCIIT E105TNG PAVEMENT AT IRE%00 AND T ,f REMOVED AU DOSING PAVEMENT TU My ON EWS STREET __ ATTIRE CONCRETE CURB A OUTIER i^ RW w AND 90EWAR(NOT A PART OF INS PROECT) 1 � `��'• � I w-. pgyA�N, Fnd 'C7 NSTAUFD STANDARD APPROACH PER RIP OP ARROW BOLT-486].13 FEET 1 1(Y AI/IV _ P~0 M sneer Ps / ( ,) (CITY OF BOZEMAN DATUM) __� - - '9 7 C.O.B.SA DUG.ND.00579-11 TIP � ,�. mm:1*0 44 Plal^r DRUM LENNON ADDRUIN = r�W` (/� 'j _^ TOP OF NORTH SIDE y 1 OF STORM DTUIN NSTALLFD PFIIESB1htlQ RAPS AS PER Y � � ElEVATM)N-bS]6o)1ST 1 V. 1PC(Iransul-Mpble) GOB.S1D DWK N0.OM6f9-B(TIP, (CRY OF B02EMAN MTlal) J • E10STAG$91N 7 NEW-REWOROB AND SITABOLS(ttP. I 1 - RIM..S.A g)11 E1 I -t^4 Scale In Feet NEW C WHIT V OP FI-00 INSTALLED WEW)CURB a c REMOVED E-TING duce a GUTTE - 9B 1R( - _ -- (M7B•�jz e1 _ �.1- _ - - � - 115 'TA WE PmESTRIA I'AM�•.. / RAM). ( 1 2 Scale /n Netes`B R T`-�— F.E�Ewas.o AND 70.0 1 e� . 8 a - "�U'OP �l(x� i- •-•-rIi _ � IY x f e0. T1 F 1 - - o�pt Cleo 0 AN REM06D CVRB NLT FRAME au AILI L+Sr 0e f{ I;. F vl - ) - — - ( r?(IJ - rT, a REPLACED w/CRY STAN IsgN$ RCO`O D - (.. — ——— F+� STOR4 SEWER FUME a Rw URB RETUR _ w - y1 Y. ram.�d 647 ,FFOi'It N VEW TO CY Aqc .,.yRP)y� yn !BI TAMING II (iE : �(WTOMS)W NSA �"Itl e]]I ES N J :. n.xl �ti: 1 �alPae� b �u - ., _ �BsoIP w _ Ad S/e'Ripe - etN r I/r rPc �OIWIr \S:.- eD XT) n1 (W' lean ^ l61 °'I > e 1,1) R73) Y y _ • F.a s/B'Rw«.m� � =1 n,ss I t/A'roc(MWewo^-weNde) ( :... azsD 1 y) a:. )� I NSTAIFD PEDEITPM RAWPs As fi+ 0 cltt 51 ' COB SD Ow0 NO.OIsz9-11(TYP:)�II ',IDRY•DRARI IHIET RL y. (Ras) a ITa1) _ .., ) c 0.8 sro pAc"{eo�Ol?: NIL � �I W/'SS asT Ex,New tuna cut, ' I REAOVkp YISTN6 CURB a ) BOLFMI�I.DEAF E55`�f 5'c'', '�' ne N O) TARaNf I! ` N - ' a IEE i s eaS Mao' eLe / I/1T T P�OPe�O a 4 JP _ hid' y1rQQ��", GN p+�j0?gam GP,,L °PJGeA. G� G.��° �O Qy +�• G .t.Q�yti O O O �. 0e,p?° °'EI Ph���5�'1•P? PLO p P F.�'� �.Opx h• 4. 'C (9 ' xhry•�O�p�OJ JP �• �OQ- „ �P.,„ �jL,°o, ��pzPi 04.G-1° �` Oy�hQ^ °eye Q. TOTAL ,\�5�q 6peti��QJyOO F�1 DEFLECTION=6' 1xryDiLj�\�°Beb �'2��G �yfP Q ,xP���GP N a 4660 z m V1 a L6 EXISTING GRADE w N ILu NEW 21"RCP I INSTALLED GRADE O NEW 12'RCP tW R3? PRO MDfO 2' (HICK x 4' WIDE x 8'LONG ) V) - ^3 RIGID INSULATION OVER WATER MAIN AT STORM SEWER CRO SINGS I \ °D 4' W Z_ +� U ^N fX/STFNG SS1-4845,CROSSING FL = 4847.22 1550 LF OF 10"CLASS 51 DIP ) Q (FIELD VERIFIED BY CONTRACTOR) O Drawing Date: 7/2/02 1+D0 1+50 2+00 2+50 1+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 AB 1 WATER MAIN PROFILE ELLIS STREET A83.1 SCALE: (i"=5i�' rrGGIZCN-A_ AIJJ "__' VERTICAL) AS CONMUM 3ml 00220 1 � �m • W 1 m sheet 6 of 10 1 1 S/A RWm•I( ' •1 NT wry( I I/7�ANm.[�(Pi'N�) Q� I . � I�5 OP Of kNOW BOLT-AEJ9.36 FEET WINE TED SANITARY SEVER ND WATER f yygg �V �s'c �� (T� 5WWO A BO (CITY Or BOZEMAN DATUM) N87.00.37'E] TO EXISTING MAINS AT ONSTOO(APARTMENTS • m T(1P Of ARROW BOLT-NSB 19 FEET Rdn+^tl ( (CITY OT BOZEMAN DATUM) —'n0 � t b*) OB7'00.37ty) _— _ I-^+••� ' Num CaR(P 3Z3.73 _ NAM'21•RL9 . I y � LNB��06E)(M) -- � _ I �`r +���o. ... •,n �'� � y_ f w If .05 � weo � T-4857.13 FEET 1•�/7�uum.Cap l 'C•) - I - —— GAS— - '�—- -" -- - r _ !ate DATUM) I — J f _ _ _ ——— " --- I BASS �` _ _-r -il-� �'t>- .. J -- - £•I �NodE t:.1H Y' Epr- •,W, :'\mod - r:�-- - � 451 NDPt. 'fS ({Ri. • T- R u PHONE_ L01 S VJGPO ,P� ?p Fnr I � Q•Pyp�p G'p`L1 I 0h (6 QS?QJ e;,,PQ-�� `re 5 I -- - _ - - •y`b�OQ'-it`�PQ �P ,p 1�' _ -__- _ 4850 --- 4840 V x�� Odd wo I a � 1550 LF OF 10"CLASS 51 DIP v l C� I 4820 W to O Q • INSUL / M INSTALLED 4"X 8'X 2 RIGID F+I LLJ I fNSULA7lON OITR WATER W to l W w i \ 4810 JI \ IDrawing Date: 7/2/02 4800 AB 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+50 12+00 12+50 '3+00 13+50 <+00 14+50 15+00 15+50 AS COM &WATER MAIN PROFILE ELLIS STREET M/21/02MED 3m2 -12SCALE: (1-=50'HORIZONIA. - - -- - U 1, 1 1 2'A Rda MIA ' 1 / lun.Cap(P7'I!7 pi .crtulrv�."WTSIDE TRENCR TOP Of ARROW BDLT-1639.36 FEET CONNECTED SANITARY SEVER AW WATER b PROVIDED NON-SNYNK BACKFLL AM 6•PAAEJe1T 9pq♦IANC (CITY OF BOZEMM DATUM) J'F' PA TCNEO AT COMP E ON(WHIN MM AND B N R W Raba rIN N67 00 37 E] ro EXISTING YAMS AT C015TO K APAR YEN 5 TOP OF ARROW BOLT�4EIM.19 FEET I RELOCATED"STNG STOP SIGN (d1Y OF B02E4AN DAmu) 'rd (Pi ro•) OBTW'37N) — 14'112 1 n' Z� E W PA14AENT TO EAST ON ELLIS STREET AFUTURE ND BDEW�I TE CUB A a ER PROEC7) Fra si OB17 0 _ _ _- 323.73 A� N SK .OS - _ - 14 � 1NE slarw ANo !i'- U A AN81REWtED AU EJIIS N Sheet 7 of f0 ROW BOLT.4657.13 MET E IMN6.Cq(Pl• WSTALLID STING,40 AP29-11 PER 1/Z _r(dTV OF BOZEMAN DAN4) _Porlbn M ETR si4 1 P c.o.e.sro.DNG No.o2sz9-n(Tro.) � _ i ___ _ _- - .�O PYI oI DRUM LUYYDN ADpigN _-- - , -- -� _�!OMTALLED PE ESpMN RAMP$A9 'ION.4657.90 FEET 1n1/4! GOB STD DMQ N0.ONi9-6(TR � _ L _FB07EMAN DATU I) q I4AF SEXISTING 544-2 T66 S� ��,��WHIT 1R-IJ.OYea(CURB k GU -KKT ING C�+e E.GORE 982 _ (N79 . (NP1 PAMP9 - d f . LOT 4 i[i LOT 5T-.F.lCA , 39- r\J�/ S y561 ,.1 .. —_ _l pp Ir'.uL t6.32J.s SV R _ o.45a6'CR!r` _ vN - - . _ AGRELOT 3v-4°z ANo se z a1i� STORAGE ''1 'xeo .w naN Fs.0� 620 AND 72.0 ! '. a- I _ a r �. "w )� (4 !.4.� ,� Scale /n Feet Ns ,n PG .,. (6 i Alm 0 5C Z W URB R R. P�p FT. I2 - L- •.1 ��- NP;� x ,•+',',. D l .`a �tr T� ew �— NIP--�'. =a.e) (a N21 '- ixls„ �fs`, \ c,e.�,, I ,.,EI f14 � IS 0 P awT t ra. - lxas '- xzs.� tiWu6. atm 6Tm `.�(°sr,' �e,r.vv, NRLI a. WS)A°",'v,a! ., - CQT�Sn - °1l.aJa � TLh� -. _ .. Scale In Meters 1 r^ t_d>. ��' (M62� -vim-- - 6'DIP w 'Ta,s.�''tiroh, I`;'k,. •} + "W.N 1- ,''� 1 (bn + +ao (w.oy 8 _ 8 8 8 + R W 1 \•\{T 5 rIU _ 17 �. I v.Y. N).al'tl 61 Sa (490) NLR SSMrv-4 (Nis I)/4' (Mar4m Mari<.: - (x r I 'l I 01 ..\ E Er N a2w Y ( �(. (gs ) (s< 8 fr J iA! NEw ssul+-z lu�).A{un) 1 a(n°sl , \ IR64.. F,. ) ; )a6o1 -. � 1- m"`; ems PEDESI@AN NIIFS AS. 5^:,J ` l_ xEe _ C I ORD NO O25I9-U m,f; 1b ( �1 x9) !� 1 4c� 'la�'I 15'tE ( iF ,lam Ptt �W-���M'SWf MF (61.,K (14 -,ice S E w': I.P 5� QJ� � yeti QSh � by^, es aye ` —— — INSTALLED GRADE a528% CRAP t V.C. PVI STATION = 2+90 PVI'',ELEVAT)ON = 4854,01' \ w � N 500, V.C. PVI STATION = 8+61 PVI ELEVATION = 4857.57.03 120' V.C. PVI STATION = 12+16 -- - - PVI ELEVATION = 4825.73 - Drawing Date: 712102 eCD 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 AB CENTERLINE ROAD PROFILE ELLIS STREET AS CIMSMUCM 4 O 11/10 AB4.0 SCALE: (I°=5O' HORIZONTAL AND 1"=5' VERTICAL) 00220 3 RF,RCATION CJMPLEv FM 5/e'RAM A0 I TIP AMm.GAP(PT'n 11 T BENCHMARK, BOLT-A839.3B FEET NNECTED SOJAPI SEWER AND WA L- G SAWOIT EASING PAVEMENT I'OUTSIDE FRENCH _L _ (CITY OF 80ZEMAN DATUM) (NB7.DWYrE] POEIIS'NG—1 iT CW170C1 nopk'4EV`5 PROMOEU NON SNRNN BA(0I MID 6•PAVEMENT I.'\ '� RAMm rIb DBTW'3 PATCHED AT 0011PIFIpN W1NN NCHIAND BL'A R/'A) OP MO.BOLT=TUM) a FEET \ + ( (dTY OF B02EMAN DATUM) FM 5/B'Nmn�(pl ro) -- REI-OEATED EASING STOP SON `� I:' T 1/7' _ - — J23 73�u) SAWCUT EASING PAVEMENT AT UE SHOW AND III l�'I. r. [pB175 5 REMOVED Al1,Ele51NC PAVEMENT IO EAST ON ELLIS STREET - FUTURE CONCRETE OlRB t GUTTER FNe SIa f�leRnS'0°5 - tA' n2' � h� I:P,,. '' AND SIDEWALK(ROT A POT M TIRS PRO.ECT) N• STOP OF BENCHMARK FM 5�IlW4 (pT'C) - q NSrAILED STANDARD APPROACH PER (CITY OF BOZZEWMµ DATUM)13 FEET -- -_ - . --- - 4-- - - - Z ) Sheet 8 of to -1 ca.B,STD.OVA;N0.02579-,I(T1PJ - r�J�e i y, - _ - _ _ - ParNm al ETIn SPAN Oe. ys -� -1 y ' - -•: GIG PWt M DRUM LUMMON ADWTIDNi- TOP OF NORTH SIDE .:Y:• - + �—i 51M= _ _ _ s! NEw rWE - 1 OF STORM DRAIN INSTAMED PEDE5IWAR RAIDS A9 PER '- - 'C - -- _ - z ';• y ELNAnON-ee57 60 FEET FAa fie"R M C.o.9.ME MO WI(IN) g--- `_' -�' ANEW tZ'HDF'E - r _ dui (CITY x BOZF.MMI OVOY) II/e Marlwi-MONrIe) I„ ,N'� �,w.. t>�:Ww Se,R�,,,„ml•�. _ - S�„eet ) M FM I .cAP lM` S(•[ �\, 8_�„` - (6! isil:` _,.... g- _�.. n AND STMI(TYP y� -I51a) - PHDME - -el I+UC LOT 4 au '. +a ��- LOT 5`- �G> 9f C+e10 o.za�Aare A lo.us,e So Fr m P alxss so n I A E oza AaE _ a}� F.—MID AND w5.D I.e�_Aez ulo se.z >r u � Iz• _ W 1 PA I I n,� j '` 1 ��-8 ��� .r ' _' � Tz•NDpE�-- sTnRAa� � T,m I r.r eu Iixo�Mlo 7zo 1 - �s) " I � `Y� � u 11ELaCAIED IXIST I 06 f f +�.:.. � e� ( � _�- ,. '. _ ARw �_ � ) - "•` � L - FRAME a IN. Fl(sne!ss.V Ax..:;lk 1 I I 'yn r..� - T R'•. Ir a= v SIGN_Ai RED-D D 1511N6 - Se.D_.. ET 17 613 UBIe- �__ y M 8 w _ ..1 I I. ;.t T �X 1M•tL('+ -V ... ( _ y i 2 ; 1 6 5 0. TE W R MAN LNt,. _ -- -DP SEWER Ituwa.t I LAi�; ) •. �Z T + c - sTa a - f .. — 8 ee31 _� � (eao ^ i y' ns) �•. fe6.n) - uEr55MN-A' T / IMar \DRAIN e5c •$"U sl �,,, • M s/e'RAbu.lu � - rik `(!t s ..,+D � 1� � .�' �:s.l � _ _ , f v) lu s) '1' '{'.A A,_T) ( ' �f .., MSTAucD NEw � �1 gee e7sA1 A.A.- - - - _ �✓ � _ - �a op PED.RAMP P.{ e:; 11/P rPG.(MoNbAn-MAMn.) \\ S _ - y• A)(a. ��(eTIL/ !\ M.o) IaeD) esm..: - _/1 - _ ) ...• - j L-j•:. _ _ - _'^ I IN57M1ED PFDESIPoO RNTPS �P{0.T` {6�p) I6)' .1(6i I' aD cDY sTAA4,AP. , ;,:., , c.ae.sTp. ND. `� .T) � I LOT 7 "I U SPACE (6zP.l I.Tw.s so rT I wy l 4 DRAM INIET -P I /+( \ �_ • O.IITS ADRE �IN.N1 !.pTD.ONC.PNb�U77i I NFA i 55 SFR CEM / _ n —. A —. - —_. � D NhY A JITr is ^ 1 ho�� 00 p ? O ZE ,xppyRO`0 ry r^,h �PO�J '.icy �P� O�G�? �PO�J 9 p�. P1. Ora. .y1' P�?,-• O ��4. 1a`.1-a00 Goa \Jy a• , �°j O O�J lei r ry, \J5 � O? 1ry jM0y6 px x Jr r 4 h p,.0 P �J 'l. ? 'S ,5b.• Q- Q- �P J•l ry ti try ,0 •.� o-0 �? �i ?r' G x1cj- /Jd p00 h 1 J� ry/by rA. QS1 .y EGG OJ �, M0q bObo,O�,y. `AQ, ryXlyy q� 4tl1:'_. - '-- -- ,ya9 OG�J O. ° ^1x ,rn 0 • �GJ �? � ,�tF' •�,t ry�� �J' �a� ,yo J�` r G` `--------- -- — 0.528X NGGR ry �o V A y^oirO�ra.�".pry INSTALLED GRADE 4850 I II � II + m w \ M W 210 V.C. \ ~' PVI STATION-2+20 PVI ELEVATION 4853.89' r Fj aeao a/ 4840 0+00 1+00 2+00 3+00 4+00 + o 5 �c3 O�J 5 n �P`1 C) 4830 F, P r<.G Jr ray ryx J° 10 01 41G 0 500' V.C. ryG�OJ 6`tik0h6' GAO PVI STATION = 8+61 4860 _3 i� - ,Lx� rr r c�'h PVI ELEVATION = 485&9156.9t � o V, + _I 4820 O nR 120' V.C. "uw PVI STATION = 12+16 PVI ELEVATION = 4825.51 Drawing Date: 712102 4850 N < < M p AB+00 6+00 7+00 8+00 9+00 10+Di: 11+00 12+00 13+u�= 0+00 %1^0 2 LEFT TOP OF CURB PROFILE ELLIS STREET , RIGHT TOP OF CURB PROFILE ELLIS STREETJASMII MWM 4ml A84.1 SCALE: (1-=50' HOi,ZONTAL AND 1-=5' VERTICAL) A84.1 SCALE: (1'=50•HORIZONTAL ANG =5' VERTICAL) �n ----- p00220 NEW C DO09EE ( C ^ y, V I B 24•YELLOW•W AND 15`SPACM (MOTH SIDESO *1 nE TION TAP.) �- _ - - _ _ NFW C YFLLO'r _ - ' b — /i/ - 8 i - - - - r :2gF ',. 7,(54.91) AI mar (54�48)�_ ,� —` •24�? 5 'VT.vhland Boulev ��"z'�U � rGA g5 6 `� 5 s cD �� Sheet 9 of 10 O s e G _ el y ��1Pp0 %o p�OJS A0 ���•'y67 JS R� O '. OJO• k0 b 9 Jy xa ?�\e` y0' a0h \ `'" ° d. b .�yP p 9a0 ,\ ,y a`� 4`' 0 oG 1.5. 0y1' Jy'y!L 4855 19.63 LF HOPE 12 30 LF OF RCP®Q 312" "8 3 o 4870 4850 POE NOTE W QED NEW PAVEMENT MARKINGS THAT ARE \ 1Nc,1PL LABELED AS PLASTIC ARE INLAID HOT C/w� EXTRUDED HYDROCARBON THERMOPLASTIC. 4845 4865 OBLITERATED EXISTING MARKINGS AS NECESSARY. .o O 0+00 4660 5 STORM SEWER 5 PLAN AND PROFILE � O � G ADE EXISTING GRADE [/] INST�LED Aeso SCALE (1'-50'Hoa¢oNTu AND r-s VERTICAL) g o - - 4855 O+BB v - -- - - -56547 — _ - -- 79W � � � � � � � � � � e � � < � �a a a � - _ =�__. .. s.,.�Ti—'F'U�o>_ ---�—-- _ rofi'N•e .I_ I I.: N v oacl 3+00 2+50 2+00 1+50 1+00 0+50 0+00 (2)HIGHLAND BOULEVARD CURB PLAN AND PROFILE A05.0 SCALE: (1'=50'HORIZONTAL AND 1'=5'VERTICAL) _ — ---- l cs x T 4 - y � _- a ■ - ' y��PO O°PAP T � L( \�4E ci�rr �OQF' O 167.d7(R� " i/t4 ME fpG ^w N _" br t2r' _ \� a�� PS�pQ P`k� a� O° QF /•�I �/ -6!'m 'ae'r 4855 - �-''F ell .M� I I rw. , Nn4 � e■o �t eT ,.a x i � tY'c\i'a`LbO'00 O�i'l O�Ak,Y0° F\. 00 O O°O° E�bOF�00��,a,0 bO Fo o� a o �o�a \% rr, 9 [--1 4850 1 0 6 VE` vv° P �17 zi Nu%ri, 2t a tios r ezH °l I{ _ F"fS7j CRq�F 4�.E' c\?,APO yOF' ���'\?Jtirr eP�4� W O \1 ��k0`L �y OGP10 F�1 4 ■ ° �a o o y\ a o `1i S E1 9TO ? p06 4845 4840 \?F'."_._f \xay�P0�1,bF�a\q0 POID. 1 • 9 C 169.14 LF OF 12"HDPE 0 6.037 F1 4840 xFO� p0 4835 C� ,L ry�1P`"�1P\0y:5ah F+ 1 G°� yQ' O 1Q'4,�o° 'ha 'L �i�`pa' \• 'L 1 0 O sT9<< \�J1� \aa � �`� / TING GRADE 4� 4835 IS l 9 P 4830 S°�Q P•\- o Q ae6s o 4860 yp�4,OVJ �c1 -y QO pp O\ y°\O 4860 - INSTALLED GRA £NOSY G GRADE �.�P\'a0� .p 140.2f LF OF 12"HOPE ®8 646Z <_ 4830 HDP£®2.904Z 11 J9.6 LF OF 12" 9�<" 4825 4855 2r(5.69 IF OF 72"HOPF ®2.411% 66 L OF 3% l T LLED E 8„ W I . PE ®21.563X 4855 6 SS O 99.5 LF OF 21"RCP ®0.704Z I B w 4825 4820 4850 26.73 LF OF 12"HOPE ® 16.61R 11.26 LF OF 12"HOPE 029.'-�'_ 10"I W 4850 - 4"GAS MAIN (CONTRACTOR VERIFIED L:i s; Drawing Date: 9/2/02 4815 32 LF OF 21"RCP ®0. 4820 - - 110 LF OF? m oo 6 n o o AB 0+00 0+50 1+00 0+00 0+50 1 00 1+50 2+00 0--0 0+50 1+00 1 2 r 5mo 2 STORM SEWER 2 PLAN AND PROFILE "On 1+s, 2+00 2+50 L STORM SEWER 1 PLAN AND PROFILE 0+00 0+53, STORM SEWER 3 PLAN AND PROFILE STORM SEWER 4 PLAN AND PROFILE A85.0 SCALE' (I'.50'HORIZONTAL ANU JLRTICAL) AB5,0 SCALE: (1"�50'MOR120NTAL AND 1'-5'VERTICAL) __ _ _ ___—__—__ AB5.0 SCALE: (1'=50'HORIZONTAL AND 1•=5'VERTCAL) ___ AB5.0 SCALE: (1•-50'HORIZON-Ai -n THIS PORTION OF ELLIS STREET ELLIS STREET CONSTRUCTED FROM STATION 0+52 - <'---- TO STATION 2+72 FUTURE INSTALLED own.aw n ar uc Ian �,h. w. NOTE: 30' SEE SHEET AB6.0 FOR INDIVIDUAL POND TOP AND BOTTOM ELEVATIONS L 4 GRgp 2%SLOPE 6 Topsol.5' 3%SLOPE 3%SLOPE 2%SLOPE_- su _ 4 5" P t - EXISTING GRADE EXISTING GRADE Sheet fO of f0 SIDEWALK I___-_. SIDEWALK 3'BITUMINOUS SURFACE `STRIPPED TOPSOIL TO SUB-GRADE ELEVATION COMPACTED TO 97%MARSHAu OUTSDE OF EXISTING GRAVEL ROAD SURFACE. - 'i� 3 TYPICAL DETENTION POND DETAIL 6-OF 1 1/2"MINUS CRUSHED NOTES: 111 AB6.0 - �. SCALE: TUTS � BASE COARSE COMPACTED 1. INTEGRAL CURB AND GUTTER AS PER C,O.B.SPEC.02528 1 ------ IZ C7 TO 95%OF AASHTO T-99 r a AND C.O.B.STD DWG 002528 1. INSTALLED 9"OF 6'MINUS PIT RUN MATERIAL ON 2. SIDEWALK AS PER C.0 B STD.DWG./02529-10 AND/02529. a u'i COMP ACTED SUBGRADE(INSTALLED GEOTEXTILE 3. FERTILIZING AND SEEDING AS PER C.O.B.SPEC.02223. AS REO'D BY ENGINEER) (TOPSOILING&SEEDING ON CUT&FILL AREAS ON :•a ;asL ^^��sE +• ti w < <SiL t 7 h �Nt< �^,.cr 3 -, PROPERTY SIDE OF SIDEWALK) 4. GEOTEXTILE FABRIC USED DEPENDING ON SITE CONDITIONS - AS REO'D BY ENGINEER `- 3 d� COMPACTED SUBGRADE TYPICAL INTERIOR DRIVE 1 t nth o,to».00,».omp«Ilon.omorm.10»aion 022M(MY W.Spin . 1996 w_) IFCO/714 OVERFOW GRATE SLOT WIDTH=5.19"POND 11 g q 2. Contm.Ilon joint.-pl-of 10'Int.rvol.oM nova P minimum depth of 3/4'9M minimum.i�tn M I/a•. a •" Y 3. 1/2'.,Pil jant mm.d I I.pl w t oN PC,,P.T... ro turn.one of not mo.a coon 300•i-1-1,. < 0.20'BELOW BE ELEVATION .t. . .pon.ion-1-1.A,. through IN full Myth or th.curt one gutt., W 4. No curb one 9u.,.P.pb..e.6hout o OnPI form ln.p»Non by tN City Enineer o,hi,r-,•�,-1_,a v BERM 3 3 C-rift•I.of Cw»M-4000. -'�=_POND ELEV= 48' 70 6. Cmlh g, 1 N m» e,tM nqulnm.nb of S»tlon 02235(MPW SPECS. 1996 eAl 1„ B-� 3%SLOPE 3%SLOPE 9ott•r r.pI« t pmj..I...o.nM-1,.o.u..a 1.,1N gmwl to... 7 FABRICATED STEEL c~ 2 8"x24'RECTANGLE CONCRETE CURB AND GUTTER DETAIL INLET GRATE 1 A SCALE: NTS ;0 02528-1 OUTLET PIPE 3'BITUMINOUS SURFACE ` POND STRIPPED TOPSOIL TO SUB-GRADE ELEVATION COMPACTED TO 97%MARSHALL OUTSDE OF EXISTING GRAVEL ROAD SURFACE. 6'OF 1 1/2"MINUS CRUSHED BASE COARSE COMPACTED POT POND ELFV= 4851.71 TO 95%OF AASHTO T-99 INSTALLED 9'OF 6'MINUS PIT RUN MATERIAL ON „•, PROVIDE RIP RAF W COMPACTED SUBGRADE(INSTALLED GEOTEXTILE _ <� TOT ALL PIPE OUTLEIS DITCH T AS REO'D BY ENGINEER) HIGHLAND BOULEVARD � as" a-� 4'THICK PRECAST CONCRETE INSTALLED NEW CURB < POND •1 OUTLET DETAIL [-4 AND GUTTER REMOVED EXISTING CURB _ AND MATCHED EXISTINGNG PAVEMENT C6.0 SCALE: NTS VARIES 12• STANDARD CASTING AND COVER 5.5' 72' 28• -�i SLOT WIDTH=9.48' CWgi;, 2%SLOPE 2%SLOPE 2%SLOPE �4RlES T� - :_LY - 4523,8 SIDEWALK - - - -- .-°-n 6'BITUMINOUS SURFACE - -- COMPACTED TO 97%MARSHALL 4822.80 PLACED IN 2 LIFTS - 8'OF 2'MINUS CRUSHED BASE COARSE COMPACTED TO 95%OF AASHTO T-99 - INSTALLED 9'OF 6'MINUS PIT RUN MATERIAL 0M- COMPACTED SUBGRADE(INSTALLED GEOTEXTILE AS REO'D BY ENGINEER) 24"'NL: I IF INLET CASTING FC 515 OJ1111 N i't'E ORR IAH 515-7 \\\ TYPICAL STREET SECTIONS FL IN=4619.00 o,l : 4e1900 - 1 AB6.0 SCALE: NTS: 44"Dla. _ FCO 772 r.oma.772-8 co....Coen h- FLAT TOP I O 4"THICK PRECAST CONCRETE 7' 1'pick not°•. 7 POND OUTLET DETAIL L L 6 2 OPE°Nc` - 1 AB6.0 SCALE: NTS ---= 7 mn Mi2'1 NOW­ik,bino�aom d ii�.lobe`-°mi,,W,- eatMyht.hmb,m Wipl i.•Rom-N.e O for oll joint except bet+ean.eevr pipe PM monNl. s S 36' R.C.P. ^^ 4._p ASTM C-76 1� w.eo.,nlnronea.one,.e.monnow n CLASS 2 7 Mohole to Pt o¢oiEoneer vAh ASTM p-ig-to-C-76 .^ 16 c»t.n• 9n9tion C-4)a VJ UTLET CONTROL STRUCTURE //gyp SEE DETAIL 7,SHEET CIS / 8'X 24'ECCENTRIC REDUCER •^°"' N 48"CAP `•<a,1 ch•^^NT-1 MOM 48"TRIPLE HEADER - n.... h+� BLOCK OUT FOR IFF•�����I) INLET PIPE 48"TRIPLE HEADER ii 74 LF OF 48"HDPE a _ •_°+�w s.. 9oekee m a (typtool 1jli/1 x x rIII1 Ion, 0 0 'I� eetmp e 2 -A 74 LF OF 48"HDPE $ ".1-ew.e1 Pipe 2. � Pnco.t toaa,mmmu 74 LF OF 48"HDPE 48'X 12"ECCENTRIC REDUCER - �H ton-r-7 c--y rorcaa 9.ano.n. O '^ V l VOLUME=3,292 CU FT. IIII�� 1mw r �48"X 12'ECCENTRIC REDUCER w.M praying Date: 7/2/02 mo NOTE'.St.- in m°nhow,eo not no..romwe ch-.Ni-11, ne.of} b_t pip.imM is 91 n he• ELBOW I INn tottom a monNw.ro _ t qo. 6" PRECAST BASL GIB: UNDERGROUND DETENTION STRUCTURE SECTION A-A A B { 5 SANITARY SEWER MANHOLE - _6 36' STANDARD STORM DRAIN INLET .p p AB6.O SCALE: NTS C.O.B. S AB6.0 S TD. DWG. NO 02722-1 CALE NTS C.0 B. STU. DWG. f 0 02/21-2, DEC. 1999 AS �AU R 1� 6m0