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HomeMy WebLinkAboutBozeman Intermodal Facility 11x17 • - • ° BOZEMAN INTERMODAL FACILITY, RETAIL SUITES J MENDENHALL STREET _ _ _ = SERVICE LINE AS-BUILT DRAWING _ •', .' A4faa R<l h � ...+. . _ i �y FFF��W���JJJ w r_-••_� I�J �I j I $ m •�� FLUSHING REQUIREMENTS _ IYx YFLIXIIELEM) ACCORDING TO THE NFPA 24,A FLOW RATE OF 390 GALLONS PER MINUTE cW2 IF °As,Y �_ �' u,n«+m o• IS REQUIRED FOR THE FLUSHING OF A 4-INCH FIRE SERVICE LINE. W EXIST.FOUNDATION WALL FOUND- •i•:T t',J �'Al _qp �� �. THEREFORE, THE INSTALLING CONTRACTOR MUST PROVIDE AN ORIFICE SIZE OF n •-I•:•.:;- AT LEAST 1 25 INCHES TO MEET THIS REQUIREMENT, GIVEN THE CURRENT •,m<I,� .va w.w w.Mm.=xnvn Ynn •w.w.•+ PARAMETERS OF THE SYSTEM. CONTRAC]'OR DRILLED AN 8"DU. L�1�_' -1 . Q _ HOLE THROUGH THE WALL TO INSTALL U °" '° °'a" `"J \. THE 4"FIRE LfNE;NON SHR.MK •� ;jQ{ wYb°.nr macrs SYSTEM CLASSIFICATION ✓� - BACKFILL WAS USED ON EITHER SIDE I '•a CLASS 1 If IOFTHEWALL(A.B.) off' j a•evu wa.<a of eom»,�°u.m,°ns wn.Yv<,.. QUANTITY SCHEDULE . ..�.. 4mc ITEM DESCRIPTION ErS ANTITD UNINo NT.n rPc ra � ,.,.». --•••••+• 101 4-!NCH CLAS`;-, 102 4-INCH DUCTILE IRON 45'BEND 1 EA t• -__ rl.. �..'C.r-.��,,,..� f03 4-INCH UCTILE IRON 90'BEND Af. , y 1 4 xA-1 TAPP T AN GA VA 1 EA . .;.`"'Pi."•..,"'9.r:.'.`.a r'a„'..`TI. 'OS 4-INCCH4 CLAS FL1X fI, VALV SP E &ASSEMBLY8, ~ IN� - - TM Ilrij .� GENERAL NOTES GRAPHIC SCALE 30 o 15 3D �� a,�,m•<'�m„M"a 1. All construction work on this project shall be completed in accordance with Montana Public Works Standard TYPE A TRENCH BACKFILL I IN FEET) Specifications, current edition (MPWSS) and City of Bozeman Modifications to the Montana Public Works standard Specifications TYPE 1 PIPE BEDDING nch= SD It I INSTALL 4'OS&Y VALVE (A.B.) STANDARD FIRE SERVICE 2 The Contractor shall restore all roadway surfaces to equal or better condition than existed prior to excavation, errY OF BOZEMAN SCALE: LINE INSTALLATION NO. 02660-13 as determined by Owner and the Engineer 4794 _ I� a7Q4 STANDARD D—G NONE DEC 2003 IOa CU51 4 K.a IY 515T[1fS REV:JAN 2008 DOUBLE C CN VALVE & field The location, depth and size of existing utilities shown these plans is approximate. The Contractor shall FLOW DET ON DEVICE �RRE SERVICE UNE DETAIL field verify the existence, location, depth, size, line and gradede of existing utilities connections prior to construction. The Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or / I (INSTALLED 1BY OTHERS) NTS. provide proper protection when location is known. FINISH )RADE 1 a7o� I a792 4. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractorshall be repaired at the expense of the contractor. This work shall be incidental to the project, separate payment � —� will not be mode. a7a_n I I 4790 5. Access for other contractors working on the site and emergency vehicles shall be preserved of all times in I I -I accordance with the concurrent construction plan provided in the project manual. FINIS I FLOOR STA 0+26 3 ! 6. The contractor shall notify One Call ® 1-800-424-5555 for onsite utility location. All existing utilities shall EL=4 191 17 STA 0+00 INSTALL 4" be marked before digging CONNECT TO EXISTING 45' BEND- (A.B.) 4788 I 47 B" WTR MAIN W/-8Se4� _ 7, The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work. �L O8. All existing or new valves which control the COB's water supply shall be operated by COB personnel only. F01 NDAT N WA L 8"x6"TAPPING TEE, VALVE,&6"x4" 9. Contractor to preserve all existing survey monuments. Any survey monument disturbed or destroyed without REDUCER(A.B.) - - I 7 Engineers approval shall be replaced at contractors expense. a7RR 4786 O 10. All valves shall be installed with thrust blocking and valve boxes in accordance with C.O.B. modifications and -- C.O.B. detail 02660-3 FUTURE STREET LIGHT 11. All fittings including bends greater than 11-1/4 degrees, tees and plugs requiring thrust blocking or ` _'I mechanical restraint shall be installed in conformance with C.O.B. Modifications and MPW detail 02660-1. 47R4 147a4 O STA 0+64 12. The 4" fire service line shall be installed in accordance with C.O.B.'s Fire Service Line Standard These plans O .3 , INSTALL 4" VERTICAL are for construction the 4" fire service from the existing wafer main located in Tracy Avenue to the OS&Y valve a e EXISTING 8-INCH I + 35.7 90' BEND AND INSTAL in the building. See Architectural/Mechanical plans for the fire service line beyond this point. Q ¢ a V a OS&Y VALVE PER COB ¢ WATER MAIN _ STD- DWG. NO �5p 13. The fire service line shall be installed, chlorinated and tested to a minimum of 200 psi by a single 4782 M Q. I•�_ q n 147a2 1 - (A B) I. Contractor. Morrison-Maierle, Inc. shall provide construction observation and prepare the record drawings. c > II if. +'F. F I 14- Datum used is the City of Bozeman Datum. J L _ 15. A preconstruction conference shall be required prior to the start of construction. No changes may be made ST D+o -0+ 4.3 IN'TALL q4 LF 4780 to these plans without the approval of the City of Bozmean Wafer/Sewer Superintendent. 4780 n a• r c t, n p, WWA 0151 16. Mega-lug or approved equal restraints shall be used on all bends in place of thrust blocks. i 1- I -_I�. L I I / '• 17. Griffin Pipe's Field Lok 350 gaskets or approved equal shall be used on all pipe joints, bends and nlconnections. ELEV `I. ELEV 10 GRAPHIC SCALE � fa. INFN[ CTIQN DETAIL STA -0+20 0+00 0+20 p+w 0�-60 0+80 STA ( IN FEET) 1 inch ID It VERIFY SCALE! REVISIDNS - � • + DRAWN BY: JAU PROJECT NUMBER No DESCRIPTION 2880TechnologyBlvd-W =� d1j1j' BOZEMANINTERMODALFACILITY as2000l THESE OAINIS MAY aE DATE By En CHK'D BY: JRN REOuc60 LINE BELOW 1 AS-GUILTS 11/2008 KMG MORRISON Engineers Bozeman,MT 59718 F JAMES A lL'S APPR.BY: JAU BOZEMAN RETAIL SUITES ADJACENT TO TRACY AVENUE SHEET NUMBER MEASURES ONE INCH ON �� Surveyors .e MONTANA 1 ORIGINAL DRAWING f ULLMAN W} JA MAIERLE INC, Pla nlisls 10539 PE DATE: 10/2008 DRAWING NUMBER Planners Phone:(406)SB7-o721 Gr 23 MODIFY SCALE ACCORDINGLY! An Employee-Owned Company Fax:(406)922-6702 4q, re xs� Ca? BOA.REVIEW FIRE SERVICE LINE PLAN C1 1.0 N:\4620\001\ACAD\Sheets\as-builts\FIRE LINE dwg Plotted 0y kellen ganw,"on Nov/4/2008 rrrrY,r,+e°uanY:ratMatYr[.INc za>a y„+,aN.A.a.�•" DATE' 0 BANK - PROJECT SITE D�QQ❑❑❑OC7d� ,.. FIRE SERVICE LINE U L� .0 RECORD DRAWING I ❑❑❑❑ca �.Ioo0 EJ— NOTE: SEE TRAFFlC CONTROL S EFTS FOR ��0��©^ nC'iC�00�, ^-. STRIPING AN SIGN OCAT10N5 ytonnt•�l•.�I 'dt .UDl�+•-+ VISION TRIANGLE ; ❑❑�❑��'� ❑aaoao zM °' a❑❑ooC� � �w o N¢;� _,-STREET VIS*N-LIANGLE ,.•]U�0000U C�L70❑❑ a❑❑❑❑�D❑ zz e - jf MENDENHALL ST. v �. +R ❑❑❑❑❑�DO❑f�0� a 1� w A' ' au,....... .1 rxss xs 130 n: 1� sA t — /t•v" _ 9 -tlUs[blNucc ❑❑❑❑❑onoOEJ0 �� Q o 0 0 DO j s ❑❑❑❑ ❑❑❑a❑o00D N a ` a Z Z Z -= F �>F RETAIL SUITE REIAK wit r�oa_aoaa❑oa z Z TIN s-xI fl 6 a Q a a o A _ R_ 1 INSTALL WATER CIE \ --- URB STOP AS ETAILEO.� - j aOaO❑ o ~ z z n w W J m a s •F-I -1 o a s sort e.89 -ON Z o M nl_rtrlV �0��❑ a o a / 11°6 X8 TEE WITH 6" GATE _ 4LP INS N M a / AQ yEW 6" A(RE LINE SERVICE LINE & VICINITY MAP arwAa ERousD i[Kt :& 2' WAT LINE � VE FOR FIRE L-° I Au AS P c I 2" WATER SERVICE PER SHEETS No SCALE It a tAi `MODIF IONS i0 M $ RETAIL SUITE / �¢' MI N z. SEPa ION A g SP & D-2•`MAINTAIN 2' MIN. FIRE LINE AND WATER SERVICE NOTES � W o a r N - R-� \ / E SNEET 2 a T / V (A.B.) / ORIZ. EPARATION. MAINTAIN 18" 1. All construction work on this project shall be completed in H Y MIN ERTICAL SEPARATION accordance with Montana Public Works Standard c Specifications, Fifth Ed{l{ph, March 0 wih M a h D4T EEN WATER AND STORM c.o.B. fa to s o MPw in[lu n Addanaum o. U N� Adde dum o. 2, Cit of Bozeman ire erwce me ~ lH I I I SEWER MAIN. CONTRACTOR TO � r ceC yI PF7Aa�� Standar an these Contract Documents. CATEYE - e` 4 s-' k r FIELD VERIFY ATER MAIN 2. The Contractor shall restore all roadway surfaces to equal, W d 6 is LOCATION DEPTH. or better condition than existed prior to excavation and C/D m�3b determined by Owner and the Engineer, o T these 3. The location, depth and size of existing uhlitlea shown on w Sm o _ ,ta 6 plans is approximate. The Contractor [hall verify the • I? 1 - >� I existence, location, depth and size of the utilities prior to CD Q' e 2�• ¢o construction. The Contractor%hail be solely responsible for mg £ any damage to the existing facilities due to failure to locate e .~Kea- s.3T'j b GRAPHIC SCALE them or properly protect them when their location is known. nr ao q Is 30 4. A list of representatives to contact for information "1D m am regarding facilities is as follows: O IN FEET ❑1 Montana One Call System Dispatcher 1-800-424-5555 w [ t inoh- so TL Northwestern Energy Chuck Busta 562-4612 • h 11 X17 - 1 inch = 60 ft. Bresnan Comm. Scott Riis 1-800-316-9644 ST EZ VISION TRtAN QWEST Dave Smith 585-2350 Iv, \ M,� (including Fiber Optics) -STREET VISION TRIANGLE 1 5. All asphalt, concrete curbs and sidewalks shall be saw cut or \ n / neat cut by method approved by the Engineer. Contractor shall LEGEND: obtain a Street Cut Permit from the City of Bozeman. m o m —GAS— EXISTING GAS LINE FIRE SERVICE _ _ PP-SCAL w t 6. All backfill within Mendenhall Street shall be nonshrink bockfll. EXW EXISTING WATER MAIN MECHANICAL ROOM I VERT: RI -2' All other backfill for this project shall be Type A Trench Backfill, o o lixV-VERI: 1'-40' OUTSIDE WALL 1IzT7-VERT: t'-4' except that the upper 2' in landscaped areas shall be Type B EXISTING WATER SER. sr.A1F -_ f I Trench Backfill. —�XSS EXISTING SEWER MAIN -' PARKING GARAGE 7. Maintain 11' horizontal and 18" vertical separation between Q t txi7_T'-s' water mains and all sanitary sewer mains. Full lengths of pipe EXISTING SEWER SER. EXISTING GROUND FLOOR shall be centered at all crossings in compliance with DEQ-2 3B.32 BHP OVER HEAD POWER c' I SURFACE EL = 4789 and DEQ-1 8.6.3. 47 08 Z UE/TEL UNDERGROUND UTILITY & APP. LOCATION 8 All accordance shall it installed with restraints and valve boxes � TELEPHONE 2' W TER -ERVICE INSTALL 22 LF in accordance with C.O.B. modifications and C.O.B. detail GV : OF STORM4785 �, ,1 2716-1. J GV EXISTING GAS VALVE (A.B.) SEWER 7 Ta5"HpRi2 OF 6" DIP FIRE g Mega-lug or approved equal restraints shall be used on all bends, U J } EXISTING STREET LIGHT IN TALL, CURB B❑ MAINTAIN 18" Baps( '. LINE & 22 LF fittings and joints Q VERTICAL —s�tto+i'S. OF 2" COPPER L` - m EXISTING POWER POLE I' BE CURB , --- -6SOLI- WATER SERVICE c •B•1 SEPARATION �— 10. 6" fire service line shall d. installed in accordance with C.on s M (A.B.) Fire Service Line Standard. These plans are for construction Q m - (A.B of the 2" domestic water service and a 6" fire service from ` EXISTING STORM INLET BETWEEN WATER t ) INSTALL OS&Y p to Z WW VALVE T.O.P.EL�78I SS the existing C.O.B. B" aln to the OS&Y valve in the building. Q & STORMa EXSD EXISTING STORM DRAIN SEWER MAIN (A.B.) See Architectural/ echanicol plans for fire service line beyond ZQ J OS EXISTING SEWER MANHOLE this point. w IZ I`6° �, (A.B.) EXTEND FIRE 11. The fire service line shall be Installed, chlorinated and tested to a W w f LINE & WATER minimum of 200 psi by a single Contractor. Morrison-Maierle, Inc. w s= " �� shall rovide construction observation and prepare the record tZ to 'o OQ EXISTING WATER VALVE ++ - " STA0+00 drawings. Z v> 0 2 WV 6"x8"TEE&G.V. 4780 2 --SERVICE B TWO t2 of Boz t rate of valves a teP at® J EXISTING FIRE HYDRANT I " T.O.P.EL781.68 FEET BEYOND zQ z OO PROPOSED STREET LIGHT - WALL (A.B.) ' I+4+' C bnlMb-!cP ing-�ec-votv�ene�Me-Nne PROPOSED WATER SER. f 13. The Contractor will instep 2" domestic water service. W o PROPOSED FIRE LINE FINISHED FLOOR 14. Datum used is the City of Bozeman datum. SS PROPOSED SEWER SER. / 15. A preconstruction conference shall be required prior to the start U l `i MECHANICAL m m = of construction. No changes may be made to these plans Z _ CV •Q• ROOM without the approval of the City of Bozeman Water/Sewer Q i PROPOSED NEW TREE �� (J 6 STORM M SERVICE j } Q �ii EL. = 4779.00 Superintendent w A.B, 16. Morrison-M aierl e. Inc., will provide construction inspection for IV ++ (A.B.) 6 O Q U ;O U ( ) installation of the fire service line and the water service line O ar LOT AREA - 1.11 AC. �J 6 FIRES RVIC I Nt- and certification, m (A.B.) (48,372 SgFt) Q Z ZI 17. All estimated quantities are approximate and are to be used BUILDING STRUCTURE AREA- m - I _ only(a) as a basis for estimating the probable cost of the work PROJECT RO- S £ co n 3901.00101°os-c e 0.90 AC. (43,115 SgFt) and(b) for the purpose of comparing lea bids submitted kr the o 00 00 00 to 00 OD work. The actual amounts di work Jana and materials tarnished SHEET NUMBER BUILDING; STRUCTURE AREA IS under unit price items may differ from the estimated quantities. p e 89% OF LOT AREA vl III d I 18. Griffin Pipes Field Lok 350 Gaskets or approved equal shall be DRAWING NUMSEP A OPEN SPACE - 0.12 AC. used on all pipe connections 5' from garage and under garage. SP (5,257 SgFt) 0+00 0+20 0+40 STORM INLET RELOCATION 3 - RIM EL 4789.17—,,,, w 4 4 4 a - q 7 CORE DRILL PROPOSED X r 0 4 INTO THE EXISTNG 4.0' TAPERED 24' BARREL SECTION, BARREL n INSTALL THE NEW 12' ;. PARKING INSTALL B s' RISE INLET 02S PER 4 0 3 44 PVC PIPE Qe GROUT 5. 4 GARAGE 12' INV OUT EL = ,»:e8 PROPOSED 12' a I p . SDR-35 PVC PIPE INV EL-4785.69 i 2,0' BARREL -OHP OHP OHP OHP OHP Q P OHP OHP OHP OHP 4.0' 4.0' FROM 3 EDGE OF WALK ISTING SD MANHOLE 0 4 RIM = 4789.17 INV W. = 4779.42 p INV E. = 4778.97 INV S. = 4784.97 1 .5' FROM\� EDGEZOF CONCRETE j` INSTALL 18 LF OF 12' INV N. 4779.72 / 0�2 SDR-35 PVC SD PIPE EXISTING 12' PVC PIPE EXISTING 4.0' SQUARE 01.20X INV. 0. (N)�477g.72 35'CONCRETE EX SD X SD EX SD EX SD EX SD EX SD PIPE BASE 3 INV. EL s (W)-4779.42 - - JR - �a EXISTING STEPS - PROPOSED 6' & 4' -- CROSSINGS _ _ 4 A 4 4 " CORE DRILL ILTHE TAPERED I i 4 4 4-FOOT BARREL SECTION OF THE �� � �y� /����p��������W EXISTING SOW AND GROUT p f T 1 G/11D I�R71 PON LA N RIIMIrME -- - •p.�--- _ SE 0. AI 4���5.89 ' SEE DETAIL 4 NITS 1 4 4 4 p .Z 4 4 4 p 3 \ w 4 p 4 ^( '1 4 4q 4 3 O 4 v 4 4 4 a. 3 0 10 v d W ( IN FEET ) 4 MORRISON NO Enak— 001TeohnologyBhid. DRAWN BY: KMG BOZEMANINTERMODALFACILITY PR365.006 sm"yomBozeman MT 5971E CHKO BY: 777 Ji MAIERLE INC. BOZEMAN MONTANA Phone:(405)5B7A721 APPR BY: 777 Fax:(405)587-1175 FIGURE NUMBER An CapMy--0--W Cmpxoy DATE: 03120DB STORM DRAIN INLET RELOCATION FIG. 1 H:\3455\00lAACAD\EXHIBITS\STORM INLET RELOCA11ON dng Plotted by 1—niokelaon on JuW2512010 i �tpp �xZc H V. toEXisTING Y —CONCRETE BARRIER ' \ GAS MAIN CURB—SEE NOTE Q I, STREET — W EAST MENDENIIALL ^ ' a * ? ! v 1 Fx 84 SAW CUT UNE 1 SCUT pN� 21 �� 418 1e -- '------ --y-�--9 - ^ - -- 9- --------SAW CUi LJNE 1 nn 4�g1• O S 1ip057G 95G 88.83 .49 1u 7 9?`r ------- 47 ---- , \ ----- -- �=--- 32� p \ % `ADA RAMP PER 24-TBC- Q 8g 08 (� f0 Q O JJ I tBC 418 / C.O.B. STD. RyfG v� aS q� `7C �18�8`�C CBS 17B8j f02529-SA 4 a--M-C 8g.22 6 ,�'�C 6 1 A�g1 ag o �2 8 A kle A� 9 3 1y�Fib trj�e� 11 EX SD 36 •, �r,, / 6g 'rGi p _ �o `J �� < C 2 `� 2�X� ee6 N i98 2 1702 \, 7$ iA — `—ZX' 9 T6 0 , t eje°F cOHc *'e so°cb�o *�B�*��y� *�e se' sro STORM IN - /" . *� f OF q q� q 'Cq TBC-47B5 7 I MATCH CURB INLET r I �OO �� TO EXISiINC INLET FINISH FLO R DWO C.O.B. 02 20 1 FOG£o> C�1a 86' (INLET TO NEWUN) No _ rK `78 a^� q FINIS FLOOR — 4787'S 1 m s� FINISH FLOOR - = 4788.00 FINIS4H POOR o O 4788.5 e s O LEGEND coop NOTE: CONSTRUCT CONCRETE BARRIER CURB ON NORTH ���'+ ."19 SIDE OF ISLAND, PER SECTION A—A ON SHEET £� O D-3. TRANSITION TO STANDARD SPILL—TYPE CURB F of Z CATCH CURB AROUND NOSE OF ISLAND. CONCRETE SLAB ELEV. tl 4j��S (SEE NOTE) AT SOUTH EDGE OF CONCRETE BARRIER CURB 1 12" BELOW TOP OF CURB, EXCEPT AT ADA RAMP. 0 20 788.05 r SPILL CURB IN FEET Of �1 MN 9 �4v18�p4 — TRANSITION T CURB O FLOW/RIDGE ALLEY LINE 1t 'I En~ 2880 Technology Blvd W DRAWN BY: KMG BOZEMAN INTERMODAL FACILITY PROJECT G _R. MORRISON 8—yore Bozeman MT 5971E CHK'D BY: MGH NICKEISON MAIERLE INC. 00 s Phone:(408)587.0721 APPR,BY: JAU BOZEMAN MONT VA FIGURE NUMBER No 900 PE PVanMn Fax:(406)922-0702 \ A.F.Wjl ymOwmdC=W-V DATE: D912008 SITE GRADING,REVISED 10/06/08 r corxen,no�t.,o,:.�gt�>oa GP-1 I H:\3405\000\ACAD\EXHIBITS\MODIFIED GRADING dag Plotted try Irmo nickelson on Jun12512010 _Zop �j � ~ X f^ 00 W d O I , I w 4- 2 4789 ET ENDENHALL -ST - - - 64 : TgC—P 47B9.7 (I ir 0 o , F qSp sc9 u Do 1 9os,`b�cR 4�89 8C T 0 /QC, M 1C fig. EDGE �� OF slDew L /PG 4790.L p I GG�G EDGE OF SID AL F �� I 4 G I 4 790.50 i ���� A — — — 0 — tk �l — ® O Fpc f ^ Of17 OOty R ' k) -199 EDGE 18C �i 1 79� 4 47 89.64 Z / — I ,8 9\9TBC A— �— —tK o EDGE OF SIDEWAL PC 0. _ _ 47 7 894 e 4 — - - GO .4 oq \fk- s cG I � l O 2 ITN NG �I! �j9Q�o•c8 Ao FINISH FLOOR SHEET FOR 4790.70 ONAL CRApINC F� � cF 9P 2a O EDGE Or- SIDEw L I - >sD - I I 0 20 47gp p II 1 0 10 - L IN FEET �Fl ���� IN FEET [�:p ^�G MORRISON 26B0 Technology Blvd W DRAWN BY: KMG BOZEMAN INTERMODAL FACILITY PROJECT NO Bozeman MT 5B71B 34M 006 sunsycre CHK'D BY: MGH BOZEMAN MONT JA Phone:(406)587-0721 APPR BY: JAU FIGURE NUMBER MAIERLE INC. �" Fax:(406)B22-e702 SITE GRADING,REVISED 11/10/08 GP-3 M 1.ry plc DATE: OB/2008 yeo-Owmdfwnpury uw.:aar�*e..-1usav,.,cnv.uc.wio H:1346510061ACADIEXHIBITSIMODIFIED GRADING"g Plotted try In—nlckelson on Jun12512010 1V� IV REMOVE EX. STORM SEWER \ v�L/ JHIVU JtrAKHI VK �St runny VAU.I�-I f l 3 °� � VERIFY WATERMAIN LOCATION MH RIM = 4788,90 LOWED IN MECH. RM. SEE MECH. PLANS. ;` V--E. _ 785.80 CON\ EC? 6" PU' 'P VAULT DISCH.�I?�;F LINE1 ° A SAND/�3rL SEPARATOR ACCESS +�4�^! S. _ /4785.75 \. (STUBBED 3 FOUNDAi t � v�,��_-; � � +, .Y STANYARD MANHOLE RING AN / 9� WITH/ TOP OF SIDEWALK, ON EX. SEWER SERVICE TO BE TO "EA. 10 STC3RM SEWL IN , �_.= _ t� SERIF RE - ,. CRETE SLAB W 2, '�° LOOTED CONN, ECTION +/-.- 4 ." 0 ! I � . / � I V PIPE EXTENDING INTO LC _ — �;� vbI , ' HANICAL PLAN FOR SAND, ° D\ TION APP OXIMATE LOCATION O q o s �L EXISTING SEWER SERVICE TO (al DRAIN SER�ICE TO BE RELOCATE�� ' �� RMJ 4RAIN ` 4 CIP EXISTING W - EF '� ; PARKING RAMP , �.� \. �, CITY TO I N STALL W E_ Gk DOWN 06% INSTALL STD. 4" RISER INLET AS PER 'lr�" - .:' ( n S/TIN SIDEWALK,. , = . CONTRACTO, TO LOCA t3. r 0 DWG 0 720 2 CONNECT TO 1 o h - �1s� + . i;�, i i EXISTING SEWER SERV �, EX. STORM I � VF OF 10 PVC S�WR W/12 PVC PIPE tIOQ`JO INSTALLATIO 4785.00 GRATE EL 4789.36 _-_ i �. 5 ,, NEW\ SEWER SERVICE. EX, r-.}RMWR �fSV = 4779.37 i INSTALL 74 LF 4" SC • A q !HP - - LFi.� to�.-------OHP IHF' —-OHP , r—QHP � - MP - �ir - — NP ER C,I OF -- M I ,-f-: � �� _ — - --- - �� ��"' .. DARD DRAWING , —GAS - - :;AS — - EX SD EX SD _ . k `'[1 -'GAS - - _ - �r�' tEX b EX Sb ti -- GAS GAS _ ,. SAS GA GAS - GAS — - • EXISTING CORM SE ER MH R TO LOCATE -EXISTI R CONS, ' `li :T ALLEY- z- �� ° y � .. , , RIM = ,w 89 . 17 V1��&CE - Al AT SEE S L . D--3 zZ.. r '`'�S NV ' - 4779 .42 WNER TRACY AVE. FOR PRQPOS -D ALLEY- �d P/Pv yip_ Ii�l`� �E. == 4778.97 NSTALLATION OF NEW CROSS SECTION , 1111 S. -= 4784.97 VICE. INSTALL 144 LF �� •� i��JV N. = 4779 .72 40 PVC @ 2% SLOPE. I rANOUT 3' FROM BLDG. INSTALL CONDOi i FOR � ---6" CIP EXISTING Wl TER R TO LOCATE EXISTING FUTURE TRAFFIC SIGNAL__ N — VICE & SEWER MAIN AT SEE TRAFFIC CONTROL I POINT IN TI'A"Ity A`�V� E. SHEETS FOR DETAILS 20 i GRAPHIC D SCALcE 2 ISTALLATIL�N �'� _ r�/ ( IN FEET )I 20 t� MICE. INSTALL 91 LF � _�.ice— 11 X17 — 1 inch = 40 ft. 40 PVC ® 2% SLOPE. ANOUT 3' FROM BLDG. INV OUT=4 8?. 8 RACY, FR v URB TO BLDG ON RELOCATED — MEND�E-NHAL & BLACK. PLAZA PATTERN CONNECT T 0 EX� 4 AS SHOWN, E FY LAYOUT W%ARCHITECT - —� ��� �- Io SEWER AiN. d BASEMENTS. APP ,OXIMATE LIVE TAP BY I� I 1 FLOOR DRAINS � EXISTING SE , "y 4 �`��'� - , � � INSTALL AREA DRAIN ;� �` SERI ICE TO B PERSONNEL Xi i ii�lt� ME 1 y J a R F- i T r & CONNECT TO ti : '�' e_,� -f; I s R RAIN 1 �s. ' l�;�,i . �:.)N Slil" TEM NEW 10 �A PV ' �1� PARKlNOo CONNECT TANK .R , ®, � OUTLET TO F1lil -`"` / _RIM EL — — `� �� DG4YM i�, k I STD. ' 4" RISER IN SEWER SER ICE _ T'ING SIDEWALK INS . �L REMOVE Xl �, , C.0 STD. --�.-- 5'X6' CONC rE,; - J _ �'_ a r C,� �� EX. STORM 1NR W/1 . W r _ s F OF 10 PVC RATE EL W - , INV IN E = 00 �, ; TRANSFORMER AD . ;� - f EX. STORM 4785. WR INV a 1 OHP unr � # a r- "l iF - — --OHP - —01l-P I e-- —OHP d - `J it Ste.�r Q -- ' QA �i _ E/TEL ----•.._ IE� -L _�- FJC SD — .- Fx r;n 6/0 t'I - ' 5 tj( - _ —GAS GAS -- --1 — �A c1\ tt I —ice:`_—_- 3EXSo u , - � •a� e� r >> — cJ o T ONSTRU ONT A6TOR TO LOCATE EXIS I I ,G , a&9, R C - EW SERV CE & MI AI AT SEE ST i __- -_- - -� - -- -- N POINT" N TRAC�' AVE. FOR PROPOS •..__PRInR T INSTALLATION OF NEW CROSS SEWER �ERVICE. INSTALL 144 LF eN4 LL - STORM WATER OF 4" 5CH . 40 PVC 0 :"7o SLOPE. EX. ORw? WE_R MI *`rMENT UNIT RIM — frt79 i . . ±N�TA'_ ... CLEANOUT 3 FROM BLDG. 4791 11 NV W. 478U.:�5 r.tONTF�ACTOR TO LOCATE EXISTING —I _-- n . 4781 .49 INV E. =- 4780.55 ; ,; = 4781 .49 �-YVER SERVICE & SEWER MAIN AT INV S. CONNECTION POINT IN TRACY AVE. "'.:t_I-AIL SHEET D- 1 EX. STORK >EW r ��' :%< _I . 7 LI+ OF 10 PVC PRIOR TO INSTALLATION OF' NEW RIM = 479 -?9 _ CONNECT TO EX. STORM SEWER SEWER SERVICE. INSTALL 91 LF INV W. — 4781 .04 INV EL — 4780.45 OF 4" SCH. 40 PVC CAD 2% SLOPE. INV E. = 4781 .04 PIPE SLOPE = 14.86% INSTALL CLEANOUT 3' FROM BLDG. I MAU Y , r K UKb I U bLUh N `�� -- — — I \RELOC�4TED� ` CONNECTI MENDENHAL & BLACK. PLAZA PATTERN ECT TO �Ek, _ \ AS SHOWN,' ERIFY LAYOUT W ARCHITECT — —4 -.y;clLA dg= .WER AIN BASEMENT x `� I APP OXIMATE �_OCATIOt Ai,) BY :,I i �� 8 i , FLOOR DRAT N RSO I •. ,r„-„ : .. ,,ti ,; ® G EX STING SEWER SEF .I� r -XISTING ME R �='IT - ) INSTAL. AREA GRAIN a � ,,�� SER ICE TO BE RE!O i 0 'R�_ USED FOR '� & CONNECT TO , � e� '�`�- '' / » �`W"6, RAIN VET T. NK 7IRRIt:�f I'jN S STEM NE:1N 10 PV TO ►� TO EW > = RIM EL �`s '3�?G, �' �l ° �nc. .w, I ( 1 PARKING RAMP �_ .-- c �. / - — -— :R SEF� •ICE � ,.r � - ���-- _ �� � 4" RISER INLET A5 I REMOVE Xis IN , .SIDEWALK INS LL STD. CONC - E '' ' ,;' �. `a� — -- , - - =— � ^' C.0 . STD. DWG 02720 CONNECT ELECTR At w - ; ` -- • % - ° �._ 11' — OF 10" PVC \ EX. STORM WR W/12" PVC F )RMER ACC - '� ,�1.. RATE :EL = 4789 _ INV IN E = 478 .00 —_ - _ L 4.63� EX. STORM WR iNv 1�-4�779 - -- OHP OHP- 0l P v --OHP OHP OHP �, C/ btsr.frhb.' yS �S ' eIQ '�� h b \ - EL E/TEL Q \ bN jolt 4�$G J EX SD - ��XX - S OHP -- —` - -- SAS - - GA o •O GAS ;:AS T_ GA GAS h mi / ONT A TOR TO LOCATE EXISTI G ql&, R CONSTRb T ALLF-Y - EWE ERV CE & _ ER Mal AT SEE S EET D-3 JMN N TRACY AVE. FOR PROPOS D ALLY ! \ RIOR 6VICE. NSTALLATION OF NEW CROSS SECTION � SEWER INSTALL 144 LF 'A`.L STORM WATER -•' X. STORM -za. TMENT UNIT, OF 4" SCH. 40 PVC ® 2% SLOPE. RIM = 4791 > A 7g1 . 11 INSTALL CLEANOUT 3 FROM BLDG. INST NV W. = 4 ,: 4781 . CONTRACTOR TO LOCATE EXISTING FUTUR INV E. == 4781;-j .' -` SEWER SERVICE & SEWER MAIN AT SEE INV S. = 47 'EX. STORM 1��1 ..��:. FT r CONNECTION POINT IN TRACY AVE. SHE ��}�_ ;,{t�! � SE� �"��-SAIL SHF RIM = 49 i a `NSTAt_L 7 LF Or u ri . -PRIOR TO INSTALLATION OF NEW INV W. = 4781 .04 CONNECT TO EX. STORM SEWER SEWER SERVICE. INSTALL 91 LF INV E. = 4781 .04 INV EL = 4780.45 OF 4" SCH. 40 PVC ® 2% SLOPE. PIPE SLOPE = 14.86% INSTALL CLEANOUT 3' FROM BLDG. 1 CONNECT NEW 4" SERVICE TO SO. INV. p OF EX. SEWER MH RIM = 4788.78 S FOR = � NOTE. SEE TRAFFIC CONTROL SHEET INV S. 4782.98 STRIPING AND SIGN LOCATIONS INV N. = 4782.88 CONTRACTOR MAY REMOVE MANHOLE AND CONNECT TO DOWNSTREAM PIPE REMOVE EXISTING STORM EXIS ING FIRE SEWER MH RIM = 4788.90 CONNECT EXISTING SEWER � HYD ANT INV W. = 4785.80 SERVICE TO NEW 4" SERVICE � ,� �1 EX STING SEWER MH INV S. = 4785.75 STUBBED 5' FROM BLDG R14 4788.60 PROPOSED STREET FOUNDATION. CONTRACTOR & X. SEWER LIGHT CITY PERSONNEL TO VERIFY SEE SHEET D- 1 EXISTING SERVICE CONDITION PRIOR TO CONNECTION. NEW ASPHALT NEW CONCRETE - .p .a . rXIS'TgING'4 WATER . � a o a • • ° HHED ° '°• „ �XISSING SERVICE CA 6 EX. STREET AND_ CORD 0 4 ° --- WATER �; - - - - -- Exw � EX SS - 3- S_ W. EX SS EX w W _ (� WV /AIM 1 EX A> co _ o A J .cp el :•. de o EX SS , . 4 •LLJ - P , d .•j • •. • -•. W • e • o . •o' a • Iyj d. 11� 01'1 i -4 • e - . .d I o .-- - 'o ��• HPO 4 • • p e'a • o • o •• - • 0 4 - _ - C •e d e - �. e BANDON EXISTING _ SEWER SERVICES .n ��4 A EXISTING FIRE - INSTALL NEW S INLET y^ I� J HYDRANT LLJ W/12 LF OE 15" RCP am"Z 1' Q �wz� J} 3 SLOPE 4.4% N f-ZZo V)Z x z OJ yl °g reek.yea 5XL h_z^ 4 W TBC EL = 4786.74 a-6�Q -0 Ak ��-��- INV ,OUT = 4782.00 ou W w �" ou > wo<o a qyW41 'm'Is Al REPLACE EXISTING STORM INLET /TO MATCH NEW CURB LINE TBC EL = 4786.32 INV OUT = 4781 .83 �z� o a o � W INV I N = 4781 .83 w w EXISTING STORM SEWER °� Z o � ' MH RIM = 4786.53 z 1` BANDON EXISTING WATER INV NE (MENDENHALL) = 4781 .78 SERVICES BY OTHERS — INV SE (MENDENHALL) = 4781 .68 ;ITY WATER RENOVATIONS INV SE (BLACK) = 4781 .73 0 0 0 PROJEC ' • INV SW (BLACK) = 4781 .38 N INV SW (MENDENHALL) = 4781 .83 3 D ° NHALL = 4781 . 68 z z 1 > i `n z z � Q Q • . a- _ v • . � Q � O r q `° J,i cc wv 3 , - 8 6 — - v U) � EX W -!�NP_-� A W�d1 �Ij� NI EX � ¢ LLJ Q CA CLEARANCE BETWEEN TREE co w z Z - sE TON A—a - so AND WATER SERVICE. Q EX SS J_ EX SS SVE SHEET D-3 SS o q 8B EX SS - cv r� z EX. STOR `�E-�E—R MH4 R � N � N ASPHALT OVERLAY.-- = fr � cr Of Ln = 4786.64 W LLJL o w (, so __� =" INV W. = 4783.84 Gw > g LLJ t.TP _ zUD0- z r . • v 4 _- v . W N0 r— ° • o •4 N O" 4 ML 1 4 0) 4 v e _ o p 4� _ e • • - -- • - o 000 O e E 1f) N � 9��i 4'rya doaS4Fa J �� williamg �e®� 9Eecr, BTierQ eadQ d 1 . ,— --- ►- `J a ! lI \ V - X w � �� a NSTALL WATER — ' ` v 5.d 4 INST LL 6"X8" TE€ 1NITH v6" GATE VALVE FOR m z T JRB STOP AS ETAILED FIRE SERVIdt LINE & 2" WATER SERVICE PER r�1 00 -AA i —CUE, •� - /\ - - -- .- - 1 • 1 11-1 /'�11 n r% /� • ♦ 1♦ IT♦ 1♦ 1 o%I . .1• 1 1 /I _1_ _ I �-r � ti J , � CONNECT NEW 4" SERVICE TO SO. INV. ? k_ OF EX. SEWER MH �� NOTE. SEE TRAFFIC CONTROL SHEETS FOR RIM = 4788.78 Z�oINV S. = 4782.98 STRIPING AND SIGN LOCATIONS INV N. = 4782.88 CONTRACTOR MAY REMOVE? MANHOLE AND CONNECT TO DOWNSTREAM PIPE REMOVE EXISTING STORM EXIS ING LIRE SEWER MH RIM = 4788.90 CONNECT EXISTING SEWER 15`" 6 HYD ANT INV W. = 4785.80 LA SERVICE TO NEW 4" SERVICE EX STING SEWER MH INV S. = 4785.75 STUBBED 5' FROM BLDG ABANDON EXISTING WATE RI = 4788.60 PROPOSED STREET FOUNDATION. CONTRACTOR & ® SERVICES BY OTHERS - X. SEWER LIGHT CITY PERSONNEL TO VERIFY CITY WATER RENOVATION' SEE SHEET D- 1 EXISTING SERVICE CONDITION ��OC PRIOR TO CONNECTION. NEW ASPHALT W NEW CONCRET 10 A4 EXIST°ING" WATR a e o ° SERVICEA �°Y' n ° 4° „ - - �A CORD aka �k r _EX_l�T1N -° � 6 E X. STREET ,� � '' WATER Ex w EX W S S EX SS7 EX SS - EX SS 6 — EX w J EX N Lill- -_ -- OH , ° • °: ` _ _oa I _° • ° �cp V 11J 1 W rnr �et l a9Xr nQ � /Ff ABANDON EXISTING INSTALL WATER V1 � SEWER SERVICES URB STOP ASA�LED— . .� y2 � I _L_I I I� -STREET VISION VISION TRIANGLE LEGEND: GAS EXISTING GAS LINE EXW EXISTING WATER MAIN MECHANICAL ROOM EXISTING WATER SER. SCALE EXSS EXISTING SEWER MAIN ' =1 3 11x17 - " = 6' EXISTING SEWER SER. X! OHP OVER HEAD POWER UE/TEL UNDERGROUND UTILITY & m GV TELEPHONE -- 2 ' W TER ERVICE x E �Q EXISTING GAS VALVE EXISTING STREET LIGHT N IN TALLm CURB B❑ - N EXISTING POWER POLE 1 ' E H I N CURB Q EXISTING STORM INLET EXSD EXISTING STORM DRAIN 3 i O SO EXISTING SEWER MANHOLE , " N �Q wv EXISTING WATER VALVE EXISTING FIRE HYDRANT wv PROPOSED STREET LIGHT M , PROPOSED WATER SER. CA cp PROPOSED FIRE LINE SS PROPOSED SEWER SER. PROPOSED NEW TREE o Ono �-- 6 ' ST ❑ M SERVICE ° CL LOT AREA - 1 .11 AC. 6" FIRE S R V I C o (48,372 SgFt) Q BUILDING STRUCTURE AREA- 0.90 AC. (43,115 SgFt) O L BUILDING STRUCTURE AREA IS Ln 89% OF LOT AREA OPEN SPACE - 0.12 AC. (5,257 SgFt) \I►� 4" CIP :F� ISTING WATER LH5 \ a I OF -:�js 1 _-- ,VICE ° law, CONTRACTOR TO LOCATE EXISTING SEWER SERVICE z ATED • , a Q D o� F I c PRIOR TO INSTALLATION OF o ' NEW SEWER SERVICE. w ° LF 4 SCH. 40 INSTALL 74 • �� ° PVC, W/CLEANOUTS AS — 'ER �Q °, � G U J PER CITY OF; �OZEMAN Q TO - Q ,� • STANDARD --DRAWING ,— 'IPE - - - _, ( •`. a 02730-4 _ m ).36 °° _ =) z ).37 y�y 70 — 0 cn J • Z��� r OHP - OHP -- OHP O a F1P z OHP �, P ,47 bj . ?� Q }" 4++N 7 -reLi a Ci 7 0?7 o— ~ y78h, 9 - >/ '"� EX SD - EX SD ■ S5 EX EX SD — f— LJ GA GAS GAS' GAS GA GAS GAS - - —GAS — _ GAS r F"' ° a Z z ° uJ —. Q1° • ° 4r EXISTING 9 ORM SE ER MH Q 4-7 .& , •. A RIM =1,4�789. 17 tit INV �,` = 4779 .42 0 0 �_ kr, INV °�. z Y Lot I S. = 4784.97 < N INV N . = 4779 .72 w e ' L CONDUIT FOR CIP EXISTING W TER o 0 TALL PROJECT NO. RE TRAFFIC SIGNAL GRAPHIC SCALE 3465.006 TRAFFIC CONTROL 20 '° 20 SHEET NUMBER EFTS FOR DETAILS ( IN FEET ) - 4 X 1 inch 20 _ft-- - DRAWING NUMBER u u P l FOUNDATION WALL)4785.75 (STUBBED 5' OUTSIDE OF �. I / MECHANICAL PLAN FOR . SAND/OIL SEPARA TO EX. STORM SEWER. INV. EL. AT -- - --LID ION 0 AVER SERVICE TO BE CONNECTION = +/-4781 .5 x w ,TED �� � / � • /a _ a 4" CIP F `� ISTING WATER 4790 ° n APPF OXIMATE LOCATION OF EX STING SEWER SERVICE ONTRACTOR TO LOCATE _ 4�g SER ICE TO BE RELOCATED a EXISTING SEWER SERVI o� PRIOR TO INSTALLATI OF BRAIN X NEW SEWER SERVIC . 4 \` PARKING RAMP w INSTALL 74 LF 4" SCH. 40 oowN ® s% A PVC, W/CLEANO TS AS INSTALL STD. 24" RISER INLET AS PER �Q �� 8 iNALK PER CITY OF BOZEMAN C.0 B. STD. DW0` 0 720-2 CONNECT TO 6:, 5 STAN DA AW I N G EX. STORM WR W 12 PVC PIPE PVC i / — .36 z� I 02730— RATE EL = 4789 b o ,� V1. EX. STORM $WR INV —4�779.37 I,�� y1���o • 14 a OHP— OHP - HP OHP OHP u / P H7 flj . 73 . OHP OHP--- OHP .� fel� H 7 7 kg786, 9 � y.� oy \\\ ■ n 7 EX SD EX SD EX SC F r _- EX Sb S GAS GAS GAS GAS- GAS GA GAS GAS GAS EX SD GAS GAS y " ' - - --- - — -- — -- /ram n °° •a 4. - a~-- - ad . . �79 1 NORM SE ER MH — 6kr -s - - ° EXISTING .90 N-7 5e<b 1 ', ° , � ' RIM = ,4789. 17 kTE EXISTING R C STR CT ALL , INV �:� = 4779 .42 =WER MAIN AT SEE SS EET D-3 'e� t�✓� rs ° '' ' ,� INVI, = 4778.97 J TRACY AVE. FOR PROPOS D ALLEY y1A ° I S. = 4784.97 )N OF NEW CROSS SECTION \__ \_` n x INV N . = 4779 .72 ALL 144 LF w @ 2% SLOPE. - —6" CIP EXISTING W TER FROM BLDG. INSTALL CONDUIT FOR -- - FUTURE TRAFFIC SIGNAL �� ATE EXISTING SEE TRAFFIC CONTROL GRAPHIC SCALE DIVER MAIN AT zo o �� Zo � J TRACY AVE. SHEETS FOR DETAILS � � 1N FEET r► t. � �-xn� = 20 x )N OF NEW - 'ALL 91 LF @ 2% SLOPE. FROM BLDG. AS SUPPL Y w ; - ABANDON EX, A EK , ANDERSON P E 44 T / w —s SERVICE (BY 0 H RS) l- OIL SAND SEF REMOVE EX. STORM SEWER OR EN . Q P. ` (�� MH RIM = 4788.90 LO , 1�ED IN MECH. EQUAL. MIN ° K1' �� � = 4785.80 CONNECT 6" PUMP Ic BLDG. SEP A PI N i' >� _ PATTERN INV S. = 4785.75 (STU 366 5' OUTSIbI 0 . RIM EL-4 9�. 8 W . ; TYP. MAIN TREET SIDE WALK E ;TO EX. sT) — e INV IN=4 88. 4 � FROM CURB T PROPERTY LINE ON � EX. SEWER SERVICE TO ,B C01 RACY, FRO URB TO BLDG ON RELOCATED = 8 e ° d \ INV OUT 4 87. MENDENHALL &` BLACK. PLAZA PATTERN T W ARCHITECT 4� �. AS SHOWN, ERIFY LAYOU �/ CONNECT TO EX� APP OXIMATE LC SEWER AIN. w - - ` BASEMENT LIVE TAP BY IT e _ a FLOOR DRAINS EX STING EWE PERSO NFL Q� INSTALL AREA DRAIN SER ICE TO BE x „ 9 & CONNECT TO T e NEW 10" PVC STORM DRAIN I C O N N ECT T N K Q. PARKING a RIM EL = 4790.90 OUTLET TO EVV ', - / oow" ° ( �� INS LL STD. 24" RISER INLE SEWER SE ICE _ REMOVE— XI TING SIDEWALK .,� C.0 STD. DWG\0 720-2 CC EX. STORM WR W/12 ` 5'X6' CONIC ETE w ; . — ~id=r.1a _� a tl 'rAt LF 0 F 10 PVC FATEEL = ELECTR CAL w - - INV IN EL = _4785.00 �_ $WR ANV "RANSFORMER AD =�' _ EX. STORM pEi OHP OHP OHP OHP ScuX� o� ����65 E/TEL Q UE/ EL E/TEL Q �S� GAS GAS S �" A C1�aaa4 r S GAS GAS EX S r .� o I G GAS A X �\t,°�'' � S � O l D ONp GPS S�WaI r 4�� 1'� ��� N �j,�� [ ONT ACTOR TO LOCATE EXISTING R CONSTRU y�e EWE SERVICE & SEWER MAIN AT SEE SHE - CONNECTION POINT IN TRACY AVE. FOR PROPOSE( - Ek-� ��g�3s � RIOR TO INSTALLATION OF NEW CROSS— � SEWER SERVICE. INSTALL 144 LF ---- � INSTALL STORM WATER H OF 4" SCH. 40 PVC ® 2� SLOPE. EX. STORM SEWER M TREATMENT UNIT, INSTALL CLEANOUT 3' FROM BLDG. RIM = 4791 . 40 RIM = 4791 . 11 INV W. = 4780.55 INV IN = 4781 .49 CONTRACTOR TO LOCATE EXISTING INV E. = 4780.55 INV OUT = 4781 .49 SEWER SERVICE & SEWER MAIN AT INV S. = 4786. 15 SEE DETAIL SHEET D- 1 CONNECTION POINT IN TRACY AVE. EX. STORM SEWER MH ALL 7 LF OF 10" PVC RIOR TO INSTALLATION OF NEW RIM = 4791 .99 INST SEWER SERVICE. INSTALL 91 LF INV W. = 4781 .04 CONNECT TO EX. STORM SEWER INV FL — 4780.45 OF 4" SCH. 40 PVC 0 2% SLOPE. . 1--. n � A — • __ ­ _I