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HomeMy WebLinkAboutDiamond Estates Subdivision No 2 Phase I A S-BUILT PLANS DIAMOND ES TA TES SUBDIVISION #2 CONSTRUCTION IMPROVEMENT PLANS DRAWN BY CGC LHECKED BY: B0'ROAD R/w DRAWING DATE: OCTOBER.2DO2 REVISION DATE. SEPT. 26 2003 \ 1 5' B S'— 6'CRUSHED OIAVEL Y PLANT LOI BASE COURSE PROJECT ASPHA T 9 RF.� �. . 2 ,lTro, d i � A.L yA% » 4 T YAX S I T E ° N_ NE/�yy N TEGRAL CURB rr w P Bazter Road L - a LATTER OEOTEc EFABM w 12'SUB-BA4 COURSE r_l�VJ1 -I— COMPACTED SUB-GRADE w r.T m L`O 9 ns — CARBON & DIAMOND STREETS CROSS SECTION t �a<m 2 ( yP) SCALE: NTS Durston Road4A O " - [.w A N CITY OF BOZEMAN y 60'ROAD R/W 6m k TY 5 75 165 16 as —1.5' 60 U.S. 191 S 3-PUNT MM e'CRUSHED("MEL Y m Hufrine Lane S aF ASDTIALT aRFACT: BASE coLTRSE a(Iw1 a Z d+ O3% ",2 .N I r Al rd MOyAX O V ' NTEGRAL CURB W GUTTER OEOTE%TLE FAINH 12'SUB-BASE COURSE AMMOCO/2002 M C—ACTED SUP-GRADE VICINITY MAP 3 SANDERS AVENUE CROSS SECTION (typ) \ &SllLE NTS SCALE: NTS GENERAL NOTES TOP SOIL TOP SOIL A. ALL CONSTRUCTION WILL CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS), CLEARING LINTS - _ CLEAPNG-MITS IOP SOIL CLEARING IIM.TS FOURTH EDITION, JANUARY 1996 AND ITS ADDENDUM /2, DATED AUGUST 8, 2002, AND THE CITY OF - ----Im now - BOZEMAN (C.O.B.) MODIFICATIONS TO MPWSS AND ITS ADDENDUM. so' - 50' 2Y —24 — B. ANY EXISTING OR NEW VALVES WHICH CONTROL THE C.O.B.'S WATER SUPPLY SHALL BE OPERATED BY 5— s C.O.B. PERSONNEL ONLY. _ B'PARKMG 5'B«E- s BNE--B' 1 T C. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING zT I 5 p T 3zG o3s I 1 `J' ANY WORK. A L MAx �:I MA X 0, CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING UTILITY CONNECTIONS. 3•PLANT MIX le-CR 7 OIAVEL GEL FABRIC ASPHALT SURFACE BASE COURSE AMIOCO 02OD2 E. PROTECTION OF ADJACENT IMPROVEMENTS /BENCH MARKS: N�Li O RETAIN AND PROTECT ALL ADJACLNI IMPROVLMLNIS INCLUDING IRLLS, SHRUBS, FENCES, EIC. RESIOHE COMPACTED LAB-GRADE �1 MATERIAL STORAGE SITES IN KIND. ENGINEER WILL PROVIDE CLEARING LIMITS STAKES AS NECESSARY Ln DURING CONSTRUCTION. CONTRACTOR SHALL PROTECT TEMPORARY AND PERMANENT BENCH MARKS PROVIDED BY ENGINEER. CONTRACTOR SHALL MAINTAIN EXISTINGWATER TREATMENT AND SUPPLY OPERATIONS DURING FERGUSON AVENUE CROSS SECTION (t yp) CONSTRUCTION OF NEW SLOW SANDDFILTER FILTER. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH CITY �\ BASIS OF BEARING PERSONNEL AND ENGINEER PRIOR TO CONNECTION TO EXISTING WATER MAINS ! n ` z BEARINGS FOR THESE PLANS M F. EXPLORATORY EXCAVATION: SCALE NTS ^y ARE BASED ON GEODETIC NORTH EXPLORATORY EXCAVATION WILL BE PAID AT HOURLY RATES AND ONLY WHEN DIRECTED BY THE I� Q Q AS DETERMINED BY CPS SATELLITES ENGINEER. EXPLORATORY EXCAVATION AT ALL LOCATIONS SHALL BE COMPLETED PRIOR TO BEGINNING hJ CONSTRUCTION AND BEFORE ORDERING SPECIALTY MATERIALS AND EQUIPMENT. r^ � O DATUMF,LF,VATION G. UNDERGROUND/OVERHEAD UTILITIES: �, Q ELEVATIONS ARE BASED ON CONTRACTOR SHALL BE RFSP(NISIBLE TO CONTACT EXISTING UTIIITY COMPANIES AND COORDINATF WITH CITY OF BOZEMAN DATUM SUCH PRIOR TO BEGINNING CONSTRUCTION. EXISTING UTILITIES SHOWN ON THE PLANS ARE SHOWN AT THEIR APPROXIMATE LOCATION AND TO THE BEST KNOWLEDGE OF THE ENGINEER. CONTRACTOR SHALL BE C ` PREPARED FOR RESPONSIBLE TO ENSURE THAT ALL EXISTING UTILITIES HAVE BEEN PROPERLY LOCATED BY THEIR Q DOUG SMITH RESPECTIVE OWNERS. EXIsrITa GeolAo 4521 DURSTON ST. ONE CALL UTILITY LOCATE ........................1-800-424-5555 __m �{ I>- 1WI BOZEMAN, MONTANA Cn FOR PROPOSED CURB AND GUTTER COHSTRUCPON - DRAINAGE.SWALE NOT[5 r^ r- I VO CONTRACTOR SHALL MAKE ARRANGEMENTS WITH UTILITY COMPANY TO PROTECT, SUPPORT AND/OR IEMao CENIERLRE OF STREET To MATCH FLOW LNE DOUBLE GUTTER BOTTOM OF SWA E OUOf ALWAIS MANTA"a 011% v, PREPARED BY RELOCATE ALL EXISTING UTILITIES, UTILITY BOXES'OR UTILITY POLES AS NECESSARY DURING CA 7V' TOP NOTH OF S E ALWA S—I—a Iz W Z m CONSTRUCTION. CA 9X SLOPE.ALWAYS YANTUH•A I GASTON ENGINEERING h SURVEYING. P.C. 24' so' 1A7 DEPTH OT SWALE.VARES FROM 05'-15 ALOHG PFCfrtI U 1 N,5'DEEP a STORM GRAIN PPE EMT P.O. BOX 861 H. ROAD SECTION REPLACEMENT: 0.5'DEEP a ROENTIDN POND"LET BOZEMAN, MONTANA THE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL EXISTING GRAVEL AND PAVED STREETS OR mat BOTTOM WON OF SWALE VAWS FROM 0'-8' SURFACES TO THEIR PRE CONSTRUCTION CONDITION. THE CONTRACTOR SHALL REPLACE EXISTING GRAVEL `\ 0'FADE•STORM OMIN NO I EMI `c/L FOR STREET caMSTRUc1gR e'RIDE a RETENTION vG1D IHLfr O AND PAVED SURFACES WITH LIKE KIND MATFRIAt OF EQUAL DEPTH. r ---- NIERSECTION AREA TO BE NIDROSEEDED SEE 9TE PLAN FOR SWALE LOCATION X 1 of 11 TITLE SHEET / VICINITY MAP / DETAILS / GENERAL NOTES 5 ROADWAY TRANSITION (t yp) 6 DRAINAGE SWALE (t yp.) q W 2 of 11 SITE PLAN O SCALE: NTS SCALE: NTS ? 3-5 of 11 STREET IMPROVEMENTS /STORM DRAIN PLANS AND PROFILE' W 6-8 of 11 SEWER PLANS AND PROFILES LLu = 9-10 of 11 WATER PLANS AND PROFILES Eq 11 of 11 PRESSURE REDUCING VALVE (PRV) DETAILS ORAWINU No 99-618 PfONH1AA8 dw RROdECT No 99 ITS AS-CONSTRUCTED 06-12-03 SHEET 1 11 I I 1 r L- --- --- ------------------------ ------- - ` --------------- ----- I i - -� i t F� � usr.rc m•sc.cR uc I I � i I tw Br OC I ' I CH E D BY. l I I i DRAMING DATE: OCTOBER,2001 v 1 wrt I I Rh VISION DATE'. DUNE ..^.1!!1 I I I N UU z I I i I wti 'I I I I I U�om I r►o+ m X. ww N 4� 1 U�Cm m 1 ; i k iO CONTRACTOR TO COORDINATE PROPOSED TEMPORARY z r -` - I RETENT17N POND I p1mm W/UTILITY COMPANY FOR I TOP 748.50 I b�b d a 60' UTILITY CONDUIT 4- RELOCATION OF POWER LINE A BOTTOM!= 4747.50 I Fd AT PROPERTY LINE _------- -- VOLUME-_AND POLES -- -- --- - -- j C - ---- I( = 11050 F J z I ( I I o d. FFRGI NON AVE'. 4+ m L-------- - -- -t1+ao - --��00---- J4+-09 is±oo i6+oo 17+00 �11B+ _40— N053$2•E®Nsxvvsu ----E------- ---- ----------------4"Jx "REARR F .. F+RF AW"E I h ` OLT BENCH MARK - -------- - - L-- C BOLT BENCH MARE 4759. . Elev. I Elev. = 4755.82 I ti PROJECT BENCH �• O "� s ARK ARROW BOLT I > I ELEV. - 4761.99 I I I O I FIRE Hyd. ARROW F NISTALL 65 LF OF 18"dlo. NIS7A L 65 LF OF 18"dla, - BOLT BENCH MAR V1 I I I P�. PIPE FOR UTILITY I P.E. PIPE FOR UTILITY { ,� LEGEND I I Elev. =K%1.99 BOSSING ��PER Sld. CROSSING PER Sid _ DETAIL (4 PLA DETAI 4 PLACED) AVE. I $ i F. I CONTOUR LINES RIGHT OF WAYS I I 1 PROPERTY LINES P�� 'vwTA=LL 65 LF OF 18"d�0. TALL 65 LF OF 18"d a. zr,� EXISTING EDGE OF GRAVEL ROADWAY E. PIPE FOR.UTILITY P.E. PIPE FOR UTILI Y _ EXISTING CULVERT y CQOSSING AS PER Std.I I CROSSING W PER 5 d. we EXISTING WATER LINE I j D TAIL (4 PLACES) DETAIL (4 PLACES) "'�`"� D4 EXISTING WATER VALVE I EXISTING FIRE HYDRANT q E T I •- EXISTING SEWER LINE EXISTING SEWER MANHOLE 1 y I PR POSED TEMPORARY I t £€ �• r°•'` RETENTION POND ELECTRICAL LINE ( t (�'yMy�� Z N5TALL 65'ZI OF 18"db. NISTALL 65 LGrOF 18"d a ELECTRICAL BOX 1 i Q I I tw+ TOP = 4755.00 S i I 'P'�—PIPE FOR UTILITY P.E. PIPE FOR UTIU 1 ----- T BOTTOM = 4754.00 TELEPHONE LINE I rROSSING AS PER Std. (CROSSING AS PER S tl INSTALL 65 LF OF 16pi VOLUME = 4200 CIF TELEPHONE RISER rr^^ Z Z g eu-ao I I DETAIL (4 PLA(.f;) DETAIL (4 PLACE�1 t I P.E. PIPE FOR UTILITY $ PROPOSED ALIGNMENT W/STA?IONINtI vl Q 0 I c PROPOSED CULVERT � L I ___l I I DETAIL (4 PLACES) � I � FIRE Hy ARROW oE- I re •ad PROPOSED WATER LINE I 1Lq t FIRE H". ARROW F BOLT 9fiWH MAR I FIRE y ARRO l i LW Z BOLT BENCH MgRK mr• BOLT BENCH MARK ►4 PROPOSED WATER VALVE FICV. = 47ARRO PROPOSED FIRE HYDRANT I F- I 4766.3 �, Elev. = 4760.3 �- PROPOSED BLOW OFF HYDRANT I i Q ( - I - - -- J PROPOSED WATER LINE STUB l i til 7=-1 - -� - ' - - PROPOSED SEWER LINE I I W a.rn PROPOSED SEWER MANHOLE N AVE.-t-- tts: O 0 DERS A E. E PROPOSED SEWER LINE STUB -�- 44 m c - � PROPOSED STORM DRAIN MANH O I ' NO 'S7 PROPOSED STORM DRAIN INLET 0 I 1 , 1 -__-• -_ _ -_--- NEW SIDEWALK (PHASE 1) I �U ONE CONTINU US PIEL°E - 1�cre E65 LF OF 18"dio 0 PIPE TO CONN CT CURB BOX. P.E.I FOR UTILITY f CR05 NG AS PER Std. PROPOSED SIDEWALK (FUTURE PHASES) l DETAI (4 PLACES) I I I I q SITE PLAN Z SCALE: 1"-60' 1 t - I I 1 1 I DRAWING No: 99-618 ProlileeAfi aw PROJECT No. 99-618 AS-CONSTRUCTED 06-12-03 SHEET: 2 01 11 INSTALL STANDARD W11-2 SIGNS AT EACH CROSSWALK ON DERSTON ROAD. INSTALL I I ADVANCED WARNING SIGNS CONSISTING OF MUTCD W11-2 SIGNS WITH SUPPLEMENTAL I I AYIM Ib E51 wl-) 1 1 TINE o na.a PAINT CURB PLAQUES LOCATED DIRECTLY BELOW LABELED "CROSSINGS AHEAD" LOCATED 150-FEET 1 YELLOW 20'BOTH IN ADVANCE OF THE CROSSWALKS (ONE WEST OF THE WESTERN-MOST CROSSWALK I4 SIDES OF RAMP,AND AND ONE EAST OF THE EASTERN-MOST CROSSWALK). ALL 11-2 SIGNS SHALL BEINST 1 -LANE ENDS-SIGN(R3-16a) SIGN AON EACH END LL A NO INI STA.,GUT E CONSTRUCT ) 11 III STAB,GUTTER.AND SIDEWALK 30-INCH x 30-INCH IN SIZE. i OF PAINTED SECTION TO PROPERTY LINE END PROPOSED ASPHALT ASPHALT O STATION 6+60- TO RtNC¶ODRPD SwAit © TRANSITION FROM THE PROPOSED 15-FOOT BOULEVARD ? I E INSTALL 1918 LF INTO GRAVEL TO TRANSITION TO A 5.5-FOOT BOULEVARD USING 25-FOOT RADII. I 1 INTO E)DSTING DRIVE SEE DETAIL 6 SHEET 1 I 1 tz­ KoINSTALL 43.76 LF o1 12'dw.RCP 1 12'dio RCP 4nuc CUI STORM I—% PLACE 6" THICK PRE-MARK 20PLANT CURBjNETCUI STORM DRAIN PIPE O 1><GRADE PIPE a 11G /2D FIFX 125mi1. WHITE PLA$TIG - - --- ---------- YELLOW 20'BOTH TIME F STRIPPING 13.5' FROM T13C TO DESIGNATE BIKE LANE (Typ.). 8Y: CGC SIDES OF RAMP,AND so' �,• INSTALL A NO PARKING AEW 5'WIDTH CONCRETE SIDEWALK $ INSTALL PRE-MARK 20/20 FLEX 90m11. HIGH SKID AND DIRECTION ro SIGN ON EACH END I ARROW PLASTIC STRIPING AT INTERVALS NO GREATER THAN 300' APART HECKED ew. - ! OF PAINTED SECnp1. r 4 ( yp) DRAWING DATE: OCTOBER, 2002 - ._ ._. ._�_....i ..•. ___� _. .. - - - 1 - } FERGUSON AVE. aENvaN DATE JUKE 2003 7a60 _ _v �8_+0_0 t7rT �L------11+00 ---- --- 17`+00 4• _ - —� 1� pp -- - —_- --__._ .•-. H--M _ __ INSTALL 65 LF OF 18"dio. I (rn L I n i - - - - - ` - w vl P.E PIPE FOR UTILITY CROSSING AS PE 2�y m DETAIL (4 PLACES) I-x I ._A.. INSTALL 60 LF of 15'dia.RCP ~O �� CN STORM DRAM PIPE OO 327, n o GRADE FETS b ; 25'R(typ 1 N N N U N I DISCHARGE SIDE L�r T INSTALL NEW STOP SIGN W/ STREET IDENTIFICATIONUP W � o 'A II ( • - U 1. AS PER C.O.B. std. DETAIL NO. 09810-1 U 5i�_ NOT i11RU LOT 4 LOT I b + LOT t INSTALL PEDESTRIAN RAMP AS PER C.O.B. std. y Z O 1 T In �! ,j DETAIL NO. 02529-8 14 N� Z I INSTALL too F of t5' 0 RCP © INSTALL CONCRETE VALLEY GUTTER AND CURB, TURN gyp; I+ pS t 1 m Clu STORM AIN PIPE O 0.}2x GRADE 2' UTILITY CONDUIT b RADIUS AS PER C.O.B. std. DETAIL NO. 02529-2 1- SEE SHEET 2(Typ> _ _ ® INSTALL CROSS WALK AS PER C.O.B. std. DETAIL -c NO. 02581-1. SEE NOTE 40, SAME SHEETo 1 I' IOT■ ,'`3 ® INSTALL STORM DRAIN INLET AS PER C.O.B. std. 0 H n .II-' - o • 1DT 7 wT x • b�--'. .- LOT 2 DETAIL No. 02529-12 b m m ___ �, _ ! STREET IMPROVEMENTS PLAN VIEW zoo NOTE AVE. F i "; I+i $ CONTRACTOR SHALL MAKE FERGUSON AVE 1 rcao5qu I PROVISIONS W/ UTILITY COMPANY Z TO MOVE OVERHEAD POWER AND 4 STATION +00 TH 12+00 Z - m TELEPHONE CABLE WHERE SCALE: 1"-50' \ CONSTRUCTION CONFLICTS _ n ..... - W/EXISTING UTILITY. NEW STREET CONSTRUCTION— ZZ��L�}}}} PVI ELEV-4758.01 SEE CROSS SECTT I ION IDETAE 4 z < A.D.-1,54 IG� W= u K'87.86 PN STA J+00 � FUTURE STREET(NOT THIS CONTRACT) -I.. 2 [� ON ELEV- 3+0 57 4770 $ KL2~V 135.00'VC AD -073 N H F K 137.38 � n G. 7FyVjC G G g R z�'^ 100.00'vC PN STA 5+85 56 PN ELEV=4751.75 Z 7 U oZ o+ ^ A D. 1.01, PIA STA- 7+80 Q 4765 S 'S 5 y ` - o _ K - 129.18 O PN ELEV.4750.50 13 VC A.D.. -0.88 N 1iJ' Y i 150 00'VC of Bt 11 30 g o PIA STA- II DO 4760 �� .w g No. _ - PVT ALDV.0.29 45- 5.E Z"0 n - _ K.471.02 O 96< G + Yii ro Q Vl w Al 4755 (loll (% o R In o+z Y `r-1 1 1 � m 4750 O N w ~+N (� INSTAI 11483 LF of TS'dio ' - - - - - - - - - Lj O RCP CLII S70RM DRAIN �t M � > PIPE 0.32%GRADE - - - - `` - --- + 474'- Z Ln < - (/� M O O cf) LJLJ W LLJ Q > L.L. t~1) 4735 ,'C{ 3 4 W4 m q LJJ LLJ A1LY 6(dP 4M OD L q � ^ - O+OO 0-50 1+00 +50 2+00 2+50 3•:1r 3.50 4+00 A.5C S+DO 5+50 6.00 6+5C 7.0C 7.50 8+00 -3 9.00 9+50 10.00 10.50 +00 11+50 12+00 12.50 O STREET IMPROVEMENTS PROFILE VIEW V r FERGUSON AVE. "J^I 1RAB111 No 99-615Iral: STATION 0+00 THRU 12+50 �l PROJECT No. 99-618 HORTZ. SCALE: 1"=50' \ VERT. SCALE: 1"=5' SHEET: 3 of 11 I T i I I I I III f I 1 I EXISTING 20•SEWER MAIN Iro Rn '- - LOT 1 ci I j '^ DRA CGC + 6 LOT 2 LOT 3 LOT 1 LOT 5 CHECKED Br o DRAWING DATE: OCTOBER,2002 y 1 I e I 5 1 w 2 REVISION DATE-. JUNE 2003 ASPIIA T SURFACE N 4 L( z I I Z 00_ 13+00 _____14+00 15+00 tti+00 17+00 tI8+00 -- _ __- _ _ - --— --- N053'32'E a-s ( I - (5 _•B• - r-.� T T � _ /IIAM U N90'DoWE------——------------ [�i-------------------- .V-. -- "IIi�d1Yt ',raL� {rirsarlsl ,�,, ah1^nr ----------- j 1�8-- +09.58 + ' MHit )� n o 7 Q.&I `L NNRE SIDEWALK , -4�I 3Y 19K W W C<o (NOT THIS colasraucn I H1dh7I �Y �C n ^' 2 LOT 2 LOT 4 V EXISTING GRAVEL ACCSESS ROAD 1 I 5~P - 6 LOT 3 LOT - r Erb m DC 3 -+r i � LD �►•1 00 LOT Vto o�•mm .i, z o 0 I o0 STREET IMPROVEMENTS PLAN VIEW N STREET IMPROVEMENTS PLAN VIEW IASTPER C.O.B. std.SDETAIL/N STREET O. 09810 IDENTIFICATION G4+ FERGUSON AVE. - z DIAMOND ST. � INSTALL PEDESTRIAN RAMP AS PER C.O.B. atd. STATION 12+50 THRU END DETAIL NO. 02529-8 z STATION 0+00 THRU END 0 SCALE: 1"=50' © INSTALL CONCRETE VALLEY GUTTER AND CURB, TURN V SCALE: 1'=50' RADIUS AS PER C.O.B. std. DETAIL NO. 02529-2 FUTURE STREET(NOT THIS CONTRACT)-- -- NEW STREET CONSTRUCTION SEE CROSS SECTION DETAIL 2 SHEET I OF 10 Z > I I I I PVT ELEI AD v 478 ZZ F 4 , ' 4-;'•' ><V - - PY(STA=2100 OZ W PA ELEV.4753.98 N F A.D. v 1,37 f000(XNl'vC w w u� K-71.88 D_ � Z r 100.0W'0 VC� OD wo 4]6`. Z w g ^ U Z 4'r�l� -m + 4 w W . N a�N1 O w o n J V 1 n n U WJ LLI 1 415', Q V1= O �. m 'In N W (n a J 50 TRANSID(:N 1. 1X_ -•-�� 9EE'DE TArL 5P0 f �/� (��L/ W)+ - $. ' FV415H GRADE`S 1 781( --3•-- 1/-��J. LL i_-- 0 4'- N i I $ i i 4]55 dam"�- \ Z O N 0 R - b I N O 5 s \'XISTING� Z p 00 4745 u a 4150 { - - -- 1 < 1I 4740 4745 . -- - - 'p �I w Q W- it 4735 I C� O pf O i af a .730 .735 aj r 2 DATUM EZAV DA7VM ETEV z(TF K cn l775.00 v 4730 DD - L q 17+50 13,00 13,5p 14400 '<+50 15+DO 15*5D 16.00 16+50 17i00 17+50 `6+00 0+00 S S OD S STREET IMPROVEMENTS PROFILE VIEW STREET IMPROVEMENTS PROFILE VIEDW 3+5D 4+DD <+5G v FERGUSON AVE. DIAMOND ST. t STATION 12+50 THRU END STATION 0+00 THRU END con -<,WING No 11 <._ HORTZ. SCALE: 1"=50' HORTZ. SCALE: 1•=50' -CT.- 99-61e VERT. SCALE: 1"=5' VERT. SCALE: 1"=5' :f'T. 4 o/ 11 W ^� Z O Fo R/• ON I Q' T A LOT• LOT♦ • y>�> + ( �� LOT 6 LOT 7 LOT B LOT 9 LOT 1024 W z Tor Foa I - - CA'i I ,l I F i W o I I 2 ASPHALT SURFACE ' _ FUTURE WALK(NO; j =yL t THIS C STRUCTICVI) 2 DRA - CGC I o ;I o- w o,- LOT s Q�o� 3 - 1 � CHECKED BY: I. —25'R-1159-SOT• •Z.. N - ._-' -�' - LOT Io PROPOSED ASPHALT n 3$�� _ - L, +00 + +00' 4+00 _ i463.89 - � � LotsT.II �.1_ L - DRAISNG DATE OCTOBER,2002 I R 0 I�cA - %r_.. + ..........._+. -B" ,,,. •Q- " ____ --F. ._. -.__B•5... - I(� REV190N DA•E ,y� ..w, I"" r, • I .... ..._ - - __ .=.._e•w�.. y - .15'R (t 1- __..._ A J- - C S DERS NE -+ F,,,uRE,,I,I ASK NO 8'S7"E p 2 ( t TN- TRUCnaN1 NO � S 1 Q ^ - • • CONSTRUCT DRAINAGE SwALE LOT 1 LOT 2 LOT 3 LOT♦ LOT 5 m INSTALL 5'WIDE TO RE TEN710N POND. �' 6 I �I „ j N CONCRETE >i SEE DETAIL 6 SHEET 1 y� I± 4: MH i(# J!n I t FAINT CUB SIDE WALK U K" 1 r y c I YELLOW BOTH t- R ,} '�• 7� z O ,J _SIDES OF AUP,AND 2 s �I W o •'� I INSTALL NO PARKING PAINT CLARB K n b j SIGN ON ACH END I~ V O m t YELLOW 20'BOTH �*> LOT OF PAIN SECTION STA. 6+65 INSTALL DEAD S OF RAMP,ANO o I l0T s Im s LOT• IN ALL A NO M�1�(ING tm_ LDT 1 NO BARICADE AS PER C.O.B. -- — _,. `_•._ ,.• - a .. t �,., vAAxIKc AAK1xG SIGN ON EACH END STD. DETAIL NO. 09810-2 PAINTED SECTION., x0 11P Zo l •" ._ , �'12"W--z --- '��'�.�---- ���•j•Tf—L•. '_ . •x m m ..- _ _ - ry IAIlaK' �4llK, �, - � O f 4 g i' D URSTON ROAD B'w b o, 8 I O G INSTALL NEW STOP SIGN W STREET IDENTIFICATIONx,,o ® INSTALL STANDARD W11-2 SIGNS AT EACH CROSSWALK ON DERSTON ROAD. N jd STREET IMPROVEMENTS PLAN VIEW AS PER C.O.B. std. DETAIL NO. 09810-1 INSTALL ADVANCED WARNING SIGNS CONSISTING OF MUTCD W11-2 SIGNS z ® INSTALL PEDESTRIAN RAMP AS PER C.O.B. std. WITH SUPPLEMENTAL PLAQUES LOCATED DIRECTLY BELOW LABELED STREET IMPROVEMENTS PLAN VIEW i SANDERS AVE. DETAIL NO. 02529-8 "CROSSINGS AHEAD" LOCATED 150-FEET IN ADVANCE OF THE CROSSWALKS CARBON ST. STATION 0+00 THRU END ® INSTALL CONCRETE VALLEY GUTTER AND CURB, TURN (ONE WEST OF THE WESTERN-MOST CROSSWALK AND ONE EAST OF THE STATION 0+00 THRU END RADIUS AS PER C.O.B. std. DETAIL NO. 02529-2 EASTERN-MOST CROSSWALK). ALL 11-2 SIGNS SHALL BE 30-INCH x 30-INCH IN SIZE. SCALE: 1"-50' ® INSTALL CROSSWALK AS PER C.0.8 std. DETAIL SCALE: 1"-50' NO. 02581-1 - - NEW STREET CONST RUCnON - - -�� 1'J 1URE STREET(NOT 7H15 CONTRACT) - SEE CROSS SECTION DETAIL 3 NEW STREET CONSTRUCTION SHEET I or 10 SEE CROSSON SECT DETAK 2 40 <o n�hn ✓,W PVI STA 1.50 I'M ELEV: 1761.9E 1 . . . . . 'IF A-D. ♦ 1.22 r - 0224 ♦72S u ---100.0000'V[: .775 s s s s 47 f 50'TRANSITION o ZS9• <t + E SEE DETAII 5 PC.1 W u g gi F c O O FINISH CFADE + of PROPOSED ISH 1760 INISH 1760 GRADE 0.931G U) W --EZISTINC GRADE -`-�� _ - ,_-_ q z m +_ �-Ex511Nt•r}RADE � J \ Q Cl) U, 475 0 W ZLLJ W o W a Z [� > (n w � af W r_` W a- o q < Lli Ale " O W "APUY d•L6P 1A Y I-� 179300 00 _ DATUM �!✓h (n w 'na of eo (/� Y+ m+ P. �e '+ 0+00 0.SO I.DO 1+50 2+00 2+50 .5 00 3+5C 1 D0 1.50 5.00 5.50 6+00 6+50 7+00 7.50 8+00 I 0+00 0+50 •.00 •50 ;•nn 2+50 7.n0 1-50 4+00 1.50 STREET IMPROVEMENTS PROFILE VIEW STREET IMPROVEMENTS PROFILE VIEW V 1 SANDERS AVE CARBON ST. C/� DRAWING No 99-618 ProfdesABo> STATION 0+00 THRU END STATION 0+00 THRU END HORTZ. SCALE: 1"=50' HORTZ. SCALE: 1"=50' PROJECT No 99-618 VERT. SCALE: 1"=5' VERT. SCALE: 1"=5' SHEET 5 of 11 I 0{•i I h,l I I I I r— - Sr 1 i I y CHECKED BY. 4 ' r DRAMING DATE: OCTOBER,2002 QP / d► FERGUSON AVE. REVISION DATE DUNE 1003 - - 14 s AVF. + a+0 I _ + STA I I STA A A FAIT.4757 37 8 —t -- J B S h -11VVERT OUT 74111 - STA 8+27.68 MH1 S� STA 11+31 2 I..-..1� .. i INVERT IN 4741.91 -- _-- _- --_ __ 81 i7 4_ - -------------_ w� INVERT IN 474191 INVERT 736.26 1 - INVERT OUT 4741.81 INVERT IN 473826 W %„m �4 ge ; ( INVERT OUT 4736.16 '�!-• qo a miO n WTI cN I + LOT 1 D 1 a O�m og o _ m �077 � Zxa �' 4 0 D 7 I m m 1p1' SEWER PLAN VIEW Fa' j FERGUSON AVE. y STATION 0+00 THRU 12+00 Z {I SCALE: 1"-50' K-87.86 PN STA- 3+00 115.00'VC PA ELEV-4756.57 K- 117.38 o+ I W.00'vC PV1 STA-5+55 56 I �i ti PVI ELEV-4751.75 - - - - - - - - - - - - - i '0 A D - 1,05 w + $ $ K 11918 PIA STA-7+80• o Q 4765 n 5 S u PN-ELEV 47-%50. G° 135 00'VC A.D._ -0.88 Z m Km 169.51 N 150.00'VC Of PA STA - 11+40 W pD 50x GY P'A ELEv.4745.00 W ♦760 0 I K+ : A.D. . 0.29 W 0.� ` V K 471.02 2_M i + 4 C ] J 7 N a n + o „ + 135.00•'VC=W o DEPTH = 9.25' Y `>� o 1 '+° : H=w 1-4 u E DEPTH 9.49•, --- _ _0. 4x 'o + - R x N+Z con CNi 4750 �:�J17:51(f -__� �. _ m 3 i N-00 W w SLOP -__ u 'Y0 In t 145x DEPTH = 7-49' - _ -s Q DE + - �-o (ION q LL 8"ora SDR35 pC -� O C.)- cry r\', 4715 d 316.zaP SLOPE - '-T O / 0.50% -- -�--- r- Q T�� ---- a a1a 5DR35 PVC DEPTH 7.00' - V7 St J ^ y! N Z SL.OPE 1.17x l V Z I 4740 I .G x —tea ci°wR3s PVC [w Z � O ♦ x„ - 3 339.411F Q + O +yt�.no` CAI W FF-- 473s K < „,m ; _ - _ _a4yy:yyy¢¢¢¢y¢y11111Q _ ^ ILLJ LL Es .�o'69 Y n I II I ryar 20��,�4m4°V V! v n IW32 Q? ¢ ++WSW v�nW Inr�i r�i O � 4730 N L:' +�?'_>_>c3 w z - - - is J 3>:rz_°� Q� _ 4725 OD r2 r� n0 +,T1 in0 + - n o Nb irn� ui� �iP Nrp 2 DO 1.6 T, ToT+ TV r+ T 'g♦ : ♦ ++ +♦ �♦ 0+00 0+50 1+00 1+50 2.00 2.50 3+00 3+50 4+00 4.50 5,00 5,50 6,00 6.50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12-50 O SEWER PROFILE VIEW V FERGUSON AVE- ORAx1NC N. 99-618 Pro!.!!;,�! STATION 0+00 THRU 12+50 DTI HORTZ. SCALE: 1"=50• :ECT No: 99-bte VERT. SCALE: 1"=5' 6 0l 11 � of 1 X I I 1 I I � I I 1 I I 1 I I I EXISTING 20"SEVER MAIN LOT 1 U 1 DR" KYXO y O 3 LOT 2 LOT 3 LOT 4 L01 5 _ CHECKED BY. OkAMNG DATE: OCTOBER.2002 I 7• e. Y t` � I IN DATE DUNE 1003 S --- 1 - I I tY' m 14+00 _ 15+00 16+00 17+00 __ I I e"s + 8 + +0 _-;r C.5 u NO'53'32"E STA it+71 I4 I I ►z'X _ RIM nt a 73s G2 STA 17476 _ 1 DIAMOND ST.ti " IA INVERTI _ ----__ _.—.----------------RIM 118+09.56 TA +• INVERT IN 173102 INVERT , 2J� + H#} R1 A)5471 IM 75 5 yygC INVERT IN 473502 INVERT�1 3.52 - -...- NVE T 1 47{7.B6 W O INVERT OUT 1734 92 1i 73Z135 , . IN RT OUT 47 .6 m N T_ J.4747.76 2 to r m NVERT 732 SUMP 4 C' �y W y 2<O Q OK<u LOT 2 LOT! LOT 3 l01 S Q�N I :/? �•� �icT A�ii a LOT 1 _ V fib v�m 60 SEWER PLAN VIEW N SEWER PLAN VIEW 5, >o FERGUSON AVE. Sr� 2 DIAMOND ST. � STATION 12+50 THRU END Z SCALE: 1"=50' STATION 0+00 THRU END SCALE: 1"=50' 4775 - - - - a OD W O,6 a U W4760 '> E"•=W rw 4755 V1 N O III0 II O o p N+Z + FINISH GRADE- DEPTH 1q 59' +N W Y 1`7aE_ 1 O _ g xU 050E DEPTH = 9.11' W W N -- - - q I~i10± u I 3 DEPTH = 9-49' LL. z OI s s • { xISTWG GRADE O O {7{5 I i 4750 //AA��JJ c , 8.o;a SDR35 PVC M\j �V O _ � SLOPE O.b3E 4 u - 2{5.3aLF 1 Q Q ° u e'c;o saRJ>P N DEPTH : 5.96' -. ____ X tQEPTH SLOPE 0_81 4740 4745 245.O1LF.SLOPE G_923 j Z w1 Q > Z 8"oio SOR35 PVC �" _JQW30519LF SLOPE 0.50E 4Z' O a 4740 z ` + u [C/`r w O Ln 1735 m 6Ix s� Y Z z�a�nn P^+nn o 3 6j w(( N Y. a+ X 4Q , I ++: y�jrn F ♦ ♦ < .+ . - Y . mQ3 mV.r L77 4730 ilk.-�.�2 Ja' �u +IF X� 4735 I�X XI.I W Y ,Y •X W 1N ZY�f��. C 1 �I 3 I+.ia > 3 II II II; r I, (n ih Wpz W^��Km 'm r m `�'J +gI13 n : a zF V L1 u� i + + +W o r n n DAT 7. d78V �., ,790 QO ^ Nf o m 12+50 13+00 13+50 11,50 15+00 15+50 16+00 16+50 17+00 '7+50 18+00 D+GD D+SD SG 3+00 3+50 4,DD 4+50 SEWER PROFILE VIEW SEWER PROFILE VIEW V� FERGUSON AVE. DIAMOND ST. 1 STATION 12+50 THRU END STATION 0+00 THRU END DRAMNG No 99-618 P,o1i.I sABAw HORTZ. SCALE: 1"=50' VERT. SCALE: 1"-5' MVERT. SCALE: 1"=5' VERT. SCALE: 1 =5 PRO.ECT No' 99-618 SHEET: 7 of 11 +' �. -- GA.:.O, 1 Tot n'M-IK aT/ LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 I �' 34'FOP-LCM I 4r �' � AL . p. y, IXtA BY: GC G. a�, w• ; - 'o;_. N Lm +0 + 0 + +00 u 1:# 8' ~ CHECKED BY: _ _ _ _ _ �aAW1NG DATE: OCTOBER,2002 _25'R.(typ.AM e = N LOT 10 z ��st- � - - T I iJ �6 --- l s•w- - - ----- s•w MH 1 _. 6 s CARBON ST. 5 RN 176061 ' + DATE AYNE 2003 'gym. , 9707 - - - -- INVERTOUT 175"-p I^ ni _. TA o 67 �-- S NDER_S AVE. C T L I+ 3a — Csj F �_ y e VERT 4 17. pK LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 [`�'C INVERT T 717.71 �r %n m INVERT T 717.7 5~P + f .*-{1[�I}�MHM1' y y p 0 I YA RIM 1 I y I WWW Gzt ci I N IN VEi7 4751.9-7 1i1 XX i I I•I ', lD,7 YII wra wrs w14 lars un7IV ga i -iL Ic :.—1-1_..,z W-- ------ _�_ - m t —------ paI ROAD 5`4 F SEWER PLAN VIEW N SEWER PLAN VIEW Via' Z SANDERS AVE. CARBON ST. z �- o STATION 0+00 THRU END STATION 0+00 THRU END u SCALE: 1"-50' SCALE: 1"=50' 4780 ar i, ICI ICI 4770 �1 4765 NISH GRADE Con DEPTH = 1O.98' _ NISH GRADE _ 4760 0 o - --. _ - ' , - ' GPROPDXD fN191 4760 W -Too; --- DEPTH 7. J `�--^CKISTINO GRADE -. -•�-»� - r _ - ([�r�� O z RAI 4755 " I L E TH 1 .59' _ - _ ��--+--- nss DEPTH = 9.25' - KtsTNG GRADE m + DEPTH = 7,39' 1 r Iv p 410.7&F _ ! -_- 6.d.Sl)R 35 PVC 1 J rw �7 Q Q SLOPE t QppE t,15x ^' _�J `�J (� �- ` V 8'd..SOR 35 PVT; IOO.00If (n /750 - 157 S7Lf $LOPE D 101G 8•an SD1t35 PVC Q 0 _J > w ��/ - 2 1745 LLJ' LL 0 1j�dj y 1�yj i Z y� W y� yf� P N N N ry VI N I�i VI "' i i 0 O IS r W m ��� _ _ r�� q c/) z V9p I 4740� I+ I .+, • ♦ pzz''p � uj?w?� o o +J nJ nJ n n'J rJ N N _Z2 T 2 Z� &222 N N r ti �z VAI Y � 7 0 0+00 0.50 I.00 1+50 2+00 7+5D 1,00 3.SC 4,Co 4.50 5+D0 5+50 6+D0 6+50 7+00 7+50 5+00 0+00 0+50 1+00 1+50 2+D0 2+50 31 DC 3+50 4.00 4.50 O SEWER PROFILE VIEW SEWER PROFILE VIEW V SANDERS AVE. CARBON ST. DRAWING No: 99-618 ProfilesABdw STATION 0+00 THRU END STATION 0+00 THRU END HORTZ. SCALE: 1"=50' HORTZ. SCALE: 1"=50' PROJECT No 99-fire: VERT. SCALE: 1"=5' VERT. SCALE: 1"=5' SHEET: a of 11 i1 I OTE —0 �I ORIgNAI DESIGN REQUIRED THE E%ISRNG I B'BE REPLACED WITH 10'. UTILITY CONTRACTOR AND CITY OF BOZEMAN ENgNEERINC DEPARTMENT \ >; AGREED TO ALLOW THE EXISTING 8'LANE TO \ I REMAIN IN PLACE WITHOUT ADEQUATE HYDIiAUUC j EVALUAlION -5 COIN —ATION IS NOT 1 ACCEPTABLE TO DESIGN ENGINEER. 1 1 \ t 1 1 1 4-- q 1 � DRAWN BV' T'! CHECKED BY: _ ....-: _t i'y S'.�" - __ I' DRAWING DATE: OCTOBER,2002 o I I I FERGUSON AVE. �y t ac D -- - — 1! - + 9 § i+ — REWVON DATE: DUNE 2003 F z 77---'+- F O 6• _4-+-0-.._..------ + -S+OO,�s'2'S+----._.._.._-/._es�_a_. rt �,• 3, I n 0 85 + DIAMOND ST. N9oroo'oo'E M f — LOT a Lot 1 � m Iz, -{ b4 LD1 T_ - I e o. W,7 Z Lm� m z � 'E m y o EXISTING 8" I N I I� WATER MAIN 8�45'BEN 0`45'BEND 9.45'BEN .O 20 I'a� r 0"45*BEND WATER MAIN PLAN VIEW WATER MAIN PLAN VIEW 8'VALVE 8'COUPLE I _ O ELow FERGUSON AVE. Z DIAMOND ST. —5.0'— I I__1. 2,p STATION 0+00 THRU 12+00 STATION 0+00 THRU END DURSTON 8�.10'REDu SCALE: 1 =50• SCALE: 1"-50' 12*WATER MAIN PRV VAUII 4775 4770 4160 4765 z 4 4760f WATER LINE E 0+AVERAGED �o.V4+LOW S. 4 790 761,L, DIPRS INI"ll GtADE 4755 . _ -_ - ._ 4QI 1 6 MIN COVER 745. -1 ^\ o 0C ZEXISTING GRADE 4750 AIN +RM O ATE Ln O 10 00 e C a 4745IA 1. 116 I L Q Q +- u � [� J F a ; o a- Z m z i x O O 4755 4740 ' ro a is 2 & °m i i-6 i zi zo' i _m z vl ELJ O OO Ip-u rp-' \ • .- �- r 3 < <n Q O f V i mz `b'w $w gm off, $m $m $m $m $m pm $< 3 q Q 4730 `m 4u - vwi _. - -- o appd J 4735 L r 4t -� ^� �u �K 7 T ^gib U' < (n ro -� +ko '�! �YS +YS +CS DAYVY BLSY 47P5 00 con :° :. :• °� ^R 2 0+00 0+50 1+00 1+50 2+00 2+50 3,00 .1150 4,00 4+50 5100 5+50 6400 6.50 7+00 •+ l 0+DO 0+50 1+00 1+50 2+00 7,50 3-00 3150 ."o 4150 O WATER MAIN PROFILE VIEW WATER MAIN PROFILE VIEW V FERGUSON AVE. DIAMOND ST. STATION 0+00 THRU 7+00 STATION 0+00 THRU END �-n DRAWINu No 99-618 Pronle Ab.a.r HORTZ. SCALE: 1'=50' HORTZ. SCALE: 1'=50' PROXCT No: 99-618 VERT. SCALE: 1'=5' VERT. SCALE: 1'=5' SHEET: 9 of 11 1 - J +\ 1 I y un 4 LOT e IM 4 1P I 10T 4 1 1 r AYM T CGC +.: -- = o- - e IOE e �. r. i I InT a CHECKED BY Sl I LOT 10 a SO S' - DRAWING DATE: OCTOBER.2002 7 Cb I ,. . � 1� •.., - .. .. - -- _ - RENSION DAiE-. JUNE 2003 a I � � 0 +00 2+00 +00 ,+00 _ _ - '.e.8 sT6h'R� �nn .__ - aB .i 0•00, E _ s•w •-f- - I e — e.w +P4 .I e•s � / j: CAR N ST. I w V z.-----K -- ----f" b - _ C D - R .. S NDERS A E. No 8'STE o e _ y 1 — - -- W 4 LL N r O O I yqF IS b 1 LOT lOT a I O� zo {' LOT a LOT 5 l0t 4 LOT J LOT 2 f' $ -tt 44— ET DR NT - -- WATER MAIN PLAN VIEW z6 _ WATER MAIN PLAN VIEW ,EE e D (2k'45' e'4s 1.0' 1.0•— 45'BEND CARBON ST. fvavE I` I I SANDERS AVE. z e'45'BE •45'BEND Z STATION 0+00 THRU END SCALE T"=50' o r now STATION 0+00 THRU END ° I EXISTING 12 2.0' — 2.0' SCALE: 1"=50' Q\4 (—WATER MNN CONNECTION TO-11 NECTION TO PRV I (DURSTON) 47RD - - 47e0 Y 1 } all �� � IjII II- _ 1fI - - I �i1 j E-� I !_r �. �. { f 1..1 I •--•-i. t .. - -I I I 1 1 Y 4]75 i� � 4775 I f { I ��� t If tll tftf ltit � I � III � III � I � I � � j j lull ! I � � � III lllll , illll 4770 4770 4765 I �-t--t -}--1�--f- - I -I_. j - - __ �_� _ N _ _ _ _ _I- -I 4765 I� 1 -- �FlNISM GRADE 4760vs .. _ - -��-� _ - Y--1- -{ _ - -• If - INISH GRADE - �1 PROPOSED nNIl1 4760 o ._Ex15TINC V GRADE L.L.I / Lil N W 6.5 MIN COVERAGE' /1 Z u a "L_Il 4755 - - - - 6 5'MIN.-CG`AR -r 1 I 4755 E%ISTMIC GRADE - �y O W m 0� O [Ftt 46a lE 10'd.a DIP 1 M + J 0 O `�J d U < 4750 _ ic _ t750 - < • ^1' H k Ev o k" �" k' k' k' u ;o i V � -, (n i T a U < < '� 3 f z Z < Z < F i F i i ZZ a < `V Lei Q 4745 F%L ~ J •mU yy - -N ~� r O 2, Nd �NK� - .. 4745 -V 2- - r x NO N� �% Li- iW 5< z zW im < ;m zi $ < < im i$ z io' z - -io i z C (n U ttII 2 < r S w 1g I - 1 !V I'� s I r J\ L U I v I I i N _ I ry J_ Eli O �" )2--z oJo ' JoJo3 68m474o am - =a. s ^s. . - I - 4740 - s =� =p =� n'Jf IbS � -m mom o .Vu ou ou _ mu u J� gg I u Y ci o i� F - _ Fs w � :s rs m; a3 0% (n N �i Jla o+ i o+ rj u t,t, .+ `firr + g� + w M�.7' +k"~,1' �� i ♦fir -' I o ao.o, +3.om� d r 5, _ _ n; '^ z w o uo rr 5 Q W �" SI, Wm 6` w < g ri 4 E o as o of oQ6 iSy ± � 1+„Y1 nLy n� r +�_ v -: v' u Fs N a; 11° <� s ;z s s MMI`MJV ate. �a �bl - m : '^_'• - �d Al7vree'1' _ �> 4zsaav 4245.00 Al ♦< •< p �1D Ln G+DD 0+50 +DO 1+5C 7+00 2+50 ]+00 3+50 4+D0 4+50 5.00 5+50 6+DO 6+50 i00 7+50 8+00 o�oo D+50 1+00 1+50 2.00 _ 5c <)o 3+50 4+00 4+50 WATER MAIN PROFILE VIEW WATER MAIN PROFILE VIEW SANDERS AVE. CARBON ST. STATION 0+00 THRU END STATION 0+00 THRU END UHAMNG No vv-618 Pro6leeAB d» HORTZ. SCALE: 1'=50' HORTZ. SCALE: 1"-50' VERT. SCALE: 1•-5' PROJECT No: 1 -618 VERT. SCALE: 1•-5' SHEET. to of 11 R` C�Fa:•.r.l. .• 7 DR WN Y: CGC 20'-2YJ'(t 1') MOVED INSULATION CHECKED BY. 1i-2 1/2-(t 1/2-) NSDE PRV VAU T. 12'-11" DRAWING DATE: DECEMBER.2002 REVISION DATE JUNE 2003 INSTALL 17 137s 17 3'-7' IN AS REQUIRED INLET O O O O OUTLET - Q 10 .rm 1614 3' 11 8 { 12 2 10 16 { 1 �O boo J _— —__ —_ En I is 3 (3 1") THRUST-SEAL PLATE R3' _/W ANCHORING BOLT 7 REINFORCED CONCRETE INLET O OUTLET — THRUST BLOCKS (BY OTHERS) �� e I'-4), { O 57 L2,_7h. Cry�°Tm 3'00'v12"DEEP SUMP a C/W SUMP GRATING PLAN VIEW m 8 3"OPENING FOR R 1Y.'EJECTOR DRAM 60 n SEE NOTES FLOOR TO CENTERLINE OF MAIN PIPING=24' Ll 3-7h' Um C r.o+ 6 ELEVATION VIEW 5R' (BY-PASS REMOVED FOR CLARITY) h O U 1 PRV VAULT DETAIL FOR FERGUSON AVE. 3 PRV VAULT SIDE VIEW DETAIL (TYP. ) SCALE: NTS SCALE: NTS y� 1i-2 1/2-(t 1/2') 12'-11 O 6"CLA-YAL PRESSURE REDUCING VALVE C/W LIMIT 3-CAST IRON BODY-Y-STRAINER C/W BLOWDOWN STANDARD FABRICATION A: SVITTCH ASSEMBLY DI BODY,BRONZE TRIM - 0150 FLEA 12 VALVE - /125 FLGD FNI'✓• 0 SPF-IFI CATION 1J I"CLA-VAL AIR RELEASE VALVE C/W ISOLATION FABRICATED STEEL PIPE @ f1111NG5 70 BE O O3-CLA-VAL PRESSURE REDUCING VALVE C/W LIMIT VALVE.EXTENSION h BRASS UNION SCHEDULE NO. 40 STEEL PIPE FOR SZE5 IS SWITCH ASSEMBLY DI BODY,BRONZE TRIM- /I50 FLW TO 10-,AND 3/8-WALL FOR 12-AND LARGER. 17 1.- g 15,7n 17 1{ 3/{�NOSE BOB ASSEMBLY _ 06 S O TOLBE SLAANOBLASTED,EPOIN XY LINED AND COATED WETTED SURFACES O 1! S Q 03 6" MUELLER A2360-6wa1 W33 RW HAS GATE VALVE IS LINK SEAL ASSEMBLY INLET O W1LET C/W HANDWHEEL - /150 FLGD 16 VICTAULIC COUPLING FINISH SH C TING AND NSFLUE SPECIFICATION. FRIISH COATING MILL BE BLUE ENNAEL. ^1 O 00 �\ O 00 8 O �/y HANDWHECLUELLER 60 /�50 FLGD REDUCER41 W55 RW NITS VALVE 17 REDUCER ` T Q Q O 3'0-200PSI PRESSURE GAUGE C/W GAUGE 16 6"CLA-VAL PRESSURE REDUCING VALVE C/W LIMIT NOTES. - Q 3, tg 2 14 COCK SWITCH ASSEMBLY DI BODY,BRONZE TRIM - /150 FLGD 1 VAULT 013765(H-20 LOADING) rr� O 19 2"CLA-VAL PRESSURE REDUCING VALVE C W LIMB INSIDE DIMENSIONS O 9 8•_J" 16 10 18 16 0 l O /13763 PRECAST CONCRETE VAULT C/W WHITE LATEX O / 12'-11'L E 7'W v 6'-8'H Lon ^ Z INTERIOR d BUCK TAR EXTERIOR,TOP HALF TO BE SWITCH ASSEMBLY DI BODY, BRONZE TRIM -/150 FLGD 6 21 2} 19 8 16 16 INSULATED WITH SPRAYED POLYURETHANE FOAM TO R20 1 Lo J J O 21 18 2.VAULT WEIGHT. A C (APPR.3"THICK) 20 6"MUELLER A2360-6Wal WSS RW NRS GATE VALVE TOP.............20,300 Lb. (V (/� L THRUST-SEAL ANCHORING PLATE ry" RAW. C/W HANDWHEEL - 0150 FLGD BOTTpA.......27,800 Lb. C/W ANCHORING BOLT. �'./ REINFORCED CONCRETE 7 IFC /MANHOLE COVER AND FRAME RI W/ WEIGHTS 3101E -" THRUST BLOCKS IFC0773 FROST PROOF COVER t RING, 2a" 21 2'MUELLER AZ}g0-6W{1 WSS RW NRS GATE VALVE (BY OTHERS) BOLT DOWN COVER H2O STATIC(HS20) C/W HANDWHEEL - 0150 FLGD Q Z LOADING L 1 �l 8 22 6"CAST IRON BODY'Y' STRAINER C/W SLOWDOWN Ol ADJUSTABLE PIPE SUPPORTS VALVE- /125 FLGD O S'v10"v12'DEEP SUMP 09 TRANSITION COUPLINGS 23 2-CAST IRON BODY "Y-STRAINER C/W BLOWDOWN Li C/W SUMP GRATING VALVE-0125 FLGD N 10 ALUMINUM UDDER WITH SAFETY POST Cg PLAN VIEW 3'OPENING FOR R lY'EJECTOR DRAIN O 2a AUTOMAT IC SUMP DRAIN EJECTOR ASSEMBLY m 11 6"CAST IRON BODY'T'STRAINER L/W SLOWDOWN At NOTES FLOOR TO CENTERLINE OF MMN PIPING 24" VALVE - /123 FLGD W q PRV VAULT DETAIL FOR SANDERS AVE. CONSTRUCTION NOTES 4 2 SCALE: NTS � Q O U DRAWING Na. 99-fill ProRlesAB.O. PROJECT N. 99-618 SHEET: 11 of 11