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HomeMy WebLinkAboutUnion Pacific Condos - Utility Main Extensions _ � oF Mavrq�0 LEGEND \ � MARK A. © EXISTING POWER BOX \ \ CHANDLER Q EXISTING TELEPHONE BOX ` No. 9518ES ® EXISTING SANITARY SEWER MANHOLE \ yv� 41cEVIS EXISTING FIRE HYDRANT \ \ Fl ca EXISTING WATER VALVE ® EXISTING CURB STOP / \ \ \ Sheet 1 of 3 ® PROPOSED SANITARY SEWER MANHOLE / \ PUBLIC PARK ���S�NGONS O°.°, PROPOSED SANITARY SEWER CLEANOUT \ P� s V c m E.�a PROPOSED WATER VALVE LOT 5/ Q \ \ N Q� ® PROPOSED CURB STOP V PROPOSED FIRE HYDRANT / LOT 6 rn� DRAINAGE DIRECTION PROPERTY BOUNDARY LINE [ t• \ \ m N \ tons oar1- r SURROUNDING PROPERTY LINE SETBACK LINE --•'� 8 0) m Z C m v —EASEMENT LINE BLOCK 5 — — m sss° N m —xx—EXISTING FENCE 0 _: a \ C � m ��U CHE EXISTING OVERHEAD ELECTRIC LINE J —� LOT 7 uGE EXISTING UNDERGROUND ELECTRIC LINE \ Ill a GAS EXISTING GAS LINE a -- - za 5 MRU \ I tt JGT PROPOSED WATER SERVICE EXISTING UNDERGROUND PHONE LINE - ° 8 1,4 r w PROPOSED 8" WATER MAIN O PROPOSED 4" SANITARY SEWER SERVICE SS PROPOSED 8" SANITARY SEWER MAIN a"Ss a"Ss a"SS 8-SS PROPOSED CURB AND GUTTER COilT � At, co H I \, I LOT 7 LOT 8 �, LOT' 60,515 Sq.CD 1.389Z Acre �y J Z0 U LIC U ILI pp E E -- - � �0 0� U BLOCK W DRAWING LIST LOT 10 LOT 9 C1.0 COVER SHEET OJ C2.0 SANITARY SEWER PLAN AND PROFILE BENCHMARK: " I I PRIVATE HYDRANT ARR W BOLT I3}00� - OPEN SPACE 3 C3.0 WATER MAIN PLAN AND PROFILE ELEVATION4775.76 3 00 LOT NAVD88) $4245 Sq t. p' II 0 1.2453- I n 6"W B"W B'"W T "W 8"W W m'ava snacx — -gN�g • o E EV-4775. } ,°'nux ruro urwrc �y 8"SS 8"SS 8"SS - 8' $'SS h M'- o useuc�vcx vw. ��r�-J ' FIRE HYDRANT ARRO BO V' J 1/�, ' 36_ - -1 J m yA �`CQ� I� J) + .6 = 2s BLOCK 7 3+ .6 BENCHMARKO���� �J HYDRANT ARROW BOLT ON SUNSTONE AVENUE 1�—� ELEVATION=4775.76 FEET (NAVD88) I `� LEGAL DESCRIPTION LOT 4 LOT 5 I Cj LOTS 1 & 2, DIAMOND ESTATES SUBDIVISION NO. 2, N O Fj PHASE 2 LOCATED IN SE 1/4 & SW 1/4 OF SECTION 3, T. 2 S., R. 5 E. OF P.M.M, T ` CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA O [SB SPECIFICATIONS taws 2'm *P °E� s 289.55'0e• v �i [Nease•sow� �ses•ss•oe'M ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY INCORPORATED BLO K Z V�� PRIVATE v BY REFERENCE: 11 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION (APRIL 2010) 4y. PGJ LOT 1� OPEN SPACE 1 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUM NO. 1 (AUG 2013) !GJ Q.r ,`Q. Pc��i O5 4, r W LO GENERAL NOTES LOT 4�JJ�'`Vrl ' Q� O 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE Q 0•2, Q �Q WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN Scale In Feet LOT ENGINEERING DEPARTMENT. 50 0 50 Q `O Q�-``Q' LOT 2 m QPJ\� 2. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE 15 0 15J� `�O ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC. FOR V o ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE Scale In Meters rc ],� ®i'1r MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE Contour Intervals: f Foot a O ENGINEER. ¢� s I� 0 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING L70JECT r OF CONSTRUCTION. 1 OVERALL SITE s 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO MOONST BEGINNING CONSTRUCTION. C1.0 SCALE:1°=51Y - SUNST 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. D mrrr� 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE SITE CA T GEOTECHNICAL INVESTIGATION REPORT. Issue Date:10/16/2015 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS7 EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. S-B U I L T 8. PROPOSED GAS, ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. FINAL SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF m� c1 ■O APPLICATION FOR SERVICE. 110/5/2015 2 VICINITY MAP C1.0 SCALE:NTS #14185.2 � �N v bOO�� I aver. oFMavrgko L-W S I EJIW 33 c3772 to be D&L A-1172 ring with A-1178 c 'a d Fp / approved equal. MARK A. p 201.14 0�11,19. c 9E 7" Covers shall have two 1' pick holes. CHANDLER e (N8'13'19•E No. 9518ES 00 � (���(�[ 1 �fCENSE� 2 N o Qa 18 aa81 I Y Adjustable rings, I NOTE:All joints between manhole sections, manhole ring& y9(F4T3/rym a (� Y min., 12"max. - „, top section,and around sewer pipe into manhole shall be /t/ .; watertight.Jointing material shall be"Ram-Nek"or equal dI^ Q } ';� for all joints except between sewer pipe and manhole wall. V' OQ / SSMH 2 _ ="� O.f1 �s� .y 8C ,`L Of .`� ^^ 95 � 8 V' b J 07( w):a7s1.Ts r ' /\ s" E Sheet FL IN 0 0 a,_o, (L' Q +89 I' , Precast reinforced concrete manhole riser m N m and eccentric cone to manufactured in C P accordance with ASTM top C-478. m `Q "Y2 32.6 ) _ - Mahole ste s at �.i _W 03.6 t •E r� H 3 16"centers .389 n 4773.4 '� E? 1.38921�Cres _ T L 36 6. TO o O J J �_ � _> 14 7'L a ) 1y 11 ,8 Grout invert to aprtween ` m I 0 ...l, of vpe f tlou a � n W / 0 M M —�� E� �� •* yge oer than O c u a SS ea P 0) 21.00"0 t mm � (21.00'f�) .•'I 21 10'R) 3+ .40 �!�' d N .r, rrcaN nnN � N t U V' .,.� / SSMH 1 A 0+7.12 0. 'R J Variable L•'`w 4•_0• ? S A �•k. W `a FL IN 69.05 ^do- (min. \ FL IN(SE):4761 43 Shelf-elope 1•per / `�• T :476 23 30' PUB ICU lr O� Enu thwardlodata:l.lfo e U . +0 P. .. it`o= +' `anne �: Flexible gasketed joint(typicalF Q s a for precast bases-see detail) O [N31 .95 031"386k 4 " / •46 a 3 m d 3 w J C f pipe Channel dia A g&3 8'Wo. S..w S. ... :..r,r / \ SANDERS AVE.w 6 w .� •is - s"w e..w A• Precast or poured s base. h„�I #4 bars- 1'-0"o-c Poured-in-place base, e, miniini mum W concrete thickness below pipe is w/ / Y 3 00 � H s(min)a hick inches. Precast in hes.bas A lmbases reinforced cos shown. ~0 0 3 C. a �. Scale In Feet O m O m J J Y O �6's 50 0 50 Rme�nnoo U _J �( / _J ♦ m N �Y 0, 15 0 15 Chan Itto"fully too V 3 J O Scale In dieters ipe deptn / ^ m Y ....> NOTE:Storm drain manholes shall Contour Intls: 1 Foot JI �� n- n on erna he Dla.of .y;`.'` lowestve pipe overt ed shall els be 9nd higher pipe than bottom of manhole. fa••.r;:K..�� IIww V� SECTION A-A 9yyy CITY OF BOZEMAN SCALE: SANITARY SEWER AND NO. 02720-3 STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 �P Rev. Mar 2006 y 478 ,ti 'S "o'" 780 NOTE: SANITARY SEWER MANHOLES TO BE CONSTRUCTRUCTED PER COB STANDARD DRAWING N0. 02720-3 Vl px �1r•" INSTALL 4"SANITARY SEWER SERVICES PER COB STD DWG NO.02730-2. z / ` 1 SANITARY SEWER MANHOLE DETAIL C2.0 SCALE:NTS O 477 P 5�k�`OLy`��,��" ti�tiy��61 e _ J�� . 775 r� F� ��•�20� V l FIN15HEp GRp•0E F/�I 477 .ORIGINAL GRADE 4770 �rLll 5'MIN ��II 4765 c®1'72x 4765 ` / O CONNECT TO EXIST 8" 291' at 8"W SAN SEVER STUB. CONTRACTOR O VERIFY LOCATION AND LEVATION r 1 476 ta"—MIN 4760 v AT CROSSING 35'of 8"PVC®0.668 rTl 8"WATER MAIN W 475 755 U r O tp m r c0 (�^• W W O7 m a] O) O O N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 O ONSITE SANITARY SEWER SANITARY SEWER PLAN AND PROFILE C2.0 SCALE:1"=50' H: 1"=5'V Issue Date:10/16/2015 AS-BUILT 10/5/2015 CIO #14185.2 >� �J� `7/0� g' I � o�MLwrq�o �z O �� $ ; �m W 7 LOT 8 MARK A. I 1 I 20,e14 009',3'19 0 1S N 0 1 (N8'13'19•E] O CHANDLER ,� 3 1.�9 Acrea �" N0 2p S6 I oy9(No.T 9558ES�� � 6 0 �m s � � - �— rl�l�,��-8• r ti I I N 6�0- %) S) s Sheet 3 of 3 )CK� q Y O Q � Qp �;; 9 10 m LOT 9 a� 2 5 Sq. \ 2�453 STA 3+ u E v= i � L��II n .� 80,515 Ft. 2558'L J 7. 'L N I ` I W❑ U as ) ) 8 o P SS G 0.0 R \ Acres I ss - -ss �� STA o+o' I �� OPEN (a o o M 6,i 1 ST 1+0 1 9 Sr n 5 11 R)_ 3+8.7E10.00 H O 0+32 62 8w Wi rwsu�wr vm vu. N 0A O 471 3+3.00R "d wau 11 3 _ I O .\ O O V I MENT ttP. p 9 LF.OF 5a D'.I I � J -K e .-F� C `a REMOVE EXISTING C PUBLIC UTILITYi PIPE I `-' �� 4 I I W STA 0+09.5 INST 11�� BLOWOFF 5fi AFW.O-' —^ STD DWG NOD02660 4 OGb� 3LOCK 7 Y1 ul ISTI G I ' 0.0'R CL.�51 F{YDRANT LEAD _v — _— �FF�Bry34--7 5 O m BLOWOFF ' ^� e � [�. _ GI STA 0+01.6 A / ' REMOVE EX I N O B ) COB [N31 _ �� � � N .B3 031'3C&1 C 46 _� w c n % yl •w .. 6„w 6•w 6„�— 6„w � m � w 6..w 6.�— LOT 5 SANDERS AVE W / CD O O O 3 Y Lf) S�s6. ! 135,39 270'00t30'"n�uswon �58,B3 269'55'09• � ----� O J �� �• [N89.59'30'W] [S89.55'09 w] J m 0 V � v.�.n ( 2 .`V!. Scale In Feet O / J U - 3 Om N V� •Ayp `Q, PgV Lu ���'� CO 50 so o so OI Y O"r��(1 — Q� .Cn .P� ti\�.�P� 15 15 Scale In Meters Contour Intervals: 1 Foot Scale In Feet 50 0 50 15 0 15 Scale In Meters Contour Interuala: 1 Foot P o Q 478 y 780 O INSTALL 380 LF OF 8'CLAS p; 51 DIP WAT MAIN O Sv } ♦ �Q ?j \ Vt USE JOINT R STRAINT AT AL y t� O^O O�0 REDUCERS, ES,BENDS AN ,yx 0.y +Fy Oh�� PO y-CP OPO OOO VALVES AS PECIFIED y,�p,\�'F 477 775 SPY RESTRAIN ALL JOINTS WITHIN II�z o•e INSTALL 1" ERVICES PER COB a 478 780 SPECIFIED LENGTH FROM FITTING 0 O'"i�c'O ,Sp od STD DWG NO.02660-6 ryy op�2 O FITTING LENGTH (FT) NOTE Py0 Oorv3a0 OOF?O RAOE 90 BEND 16 477 elryryyd _ ORIGINAL GRADE 770 477 y 111 y 775 <90 BEND 7 CONNECT TO EXIST 8" CONNECT TO EXIST 8 F/N1S O NO JOINTS WITHIN WATER STUB.CO RACTOR 8X8 TEE 16 WATER STUB.CO C70R NED GRgD (BRANCH) 4' ON RUN TO VERIFY LO ION AND ORIG s.5 MIN ELEVATION. R RELIEF BADE NO JOINTS WITHIN TO VERIFY LOCATION AND INAL ELEVATION.AIR RELIEF THROUGH EXIST NG MAIN. THROUGH EXIS NG MAIN. 477 6.5'MIN 770 8X6 TEE 5 (BRANCH) 4' J RUN 476 765 CAP/PLUG 31 O 8"SANITARY SEWER HIGH POINT-AIR RELIEFO 1_ `T `J THROUGH HYDRANT v 18"MIN CLR 8"VALVE 16 476 760 4765 765 JOINT RESTRAINT U C3.0 SCALE:N/A 475 755 476 760 W J J W N O U w w m rn ro o c� w INSTALL 83 LF OF 8"CLASS p �w 51 DIP WATER MAIN ww a a a a �rr a USE JOINT RESTRAINT AT ALL REDUCERS,TEES,BENDS AND 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 0+00 0+50 1+00 VALVES AS SPECIFIED INSTALL 1•SERVICES PER COB STD DWG NO.02660-6 ONSITE WATER SUNSTONE WATER TIE-IN WATER MAIN PLAN AND PROFILE I ` 1 WATER MAIN PLAN AND PROFILE C3.0 C3.0 SCALE:1"=5C 11 1"=5'V SCALE:1"=50' H: 1"=5'V Issue Date:10/16/2015 AS-BUILT 10/5/2015 C3m0 #14185.2