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Home My WebLink AboutSundace Springs Subdivision Phase 1 _ — CONSTRUCTION IMPROVEMENTS FOR _ ` SUNDANCE SPRINGS SUBDIVISION 9 W=aa = �p � W o a 0 — PHASE 1 DEVELOPMENT '' =o< w-1-1 o N4 � na A TRACT OF LAND LOCATED IN NORTHEAST 1/4, SECTION 25, TOWNSHIP 2 SOUTH, RANGE 5 EAST, AND NORTHWEST 1/4, SECTION 30, TOWNSHIP 2 SOUTH, RANGE 6 EAST, P.M.M., 1 K CITY OF BOZEMAN, GALL ATIN COUNTY, MONTANA �IPHASFUNDANC 9 "pL3PRINGS 'LANDOWNER:SUNDANCE SPRINGS DEVELOPMENT,LLC UEIVISI N } hZC\0 P.C.DEVELOPMENT 1) 901 TECHNOLOGY BLVD,SUITE 24.7* a N " O P P BOZEMAN•M,59115 ' ypI LMg °0 a PRELIMINARY PLAT-PREPARED AUGUST; 1995 A I eM,a. E N� GRAPHIC SCALE a iFGFNNI) WF� = - '� x � VICINITY MAP = N o (n)_NuwglE NtINRFR ( IN FEET) 1 inch = 200 (L. � / o,�ev u s•$2 / LOT 10.1 i 9I L0, D o LO LOT 104 Loi% /L/, LOT 101 LOT 99 LOT 91 w V a 1 PHASE I SITE LOCATION MAP LOT'95 L°T IN Lor 12e LOT,zT Lol LOT 1% LOT LOT 107 LOT IN L07 92 LOT I% LOT 123 LOT 1. R t LOT LOT 91 PLAN_ SHEET INDEX: ° ,22 m LOT no Lo CI COVER - ON-SITE IMPROVEMENTS r m Lor 9O 1 * CY COVER - OFF-SITE IMPROVEMENTS \ L°i 11U d CS COVER - PROJECT NOTES, ABBREVIATIONS AND LEGEND LOT r1 LOT 12o Lm Ixi LOT,]. LOT ea _ * SI SANITARY SEWER IMPROVEMENTS- GRAF STREET (OFF SITE) STA -1+53.96 - 12+00 LOT u2 * 58 SANITARY SEWER IMPROVEMENTS- GRAD STREET (OFF SITE ) STA 12+00 - 24405.29 _ - / 0�'l2 LOT 11. LOT 1.s \ 5 * S3 SANITARY SEWER IMPROVEMENTS- GRAF STREET (OFF SITE-PH.3) SIA 0+00 - 14+06-62 LOT 1. LOT 51 SANITARY SEWER IMPROVEMENTS- GRAF STREET (ON SITE) STA 0+00 - 13+50 Lo Q SANITARY SEWER IMPROVEMENTS- GRAF STREET (ON SITE) STA 13+50 - 15 93.73 LOT 11] e f m m m d / ® SANITARY SEWER IMPROVEMENTS- PEACE PIPE DR. STA Oy00 - 13+00 -- _ _ r� LOI Ix LOT er o\ LOT u7 d LOT'x /5�7 SANITARY SEWER IMPROVEMENTS PFACt P411 DR. SIA 13+00 - 27+00 0TM J LOT n. LOi 12 1 S8 SANITARY SF WE IMPROVEMENTS- PLACE PIPE DR. STA 27.00 36425 \ ,or]1 ('� LOT u' Lm rw ® SANITARY SEWER IMPROVEMENTS- LITTLE HORSE DR. _ 1 \)• 1 1 LOT I]9 ®1 SANITARY SEWER IMPROVEMENTS- WHITE FACIE CIRCLE - V Lonm Lorne LOT w i - LOT es ®I SANITARY SEWER IMPROVEMENTS- MORNING SUN DR. #®I SANITARY SEWER IMPROVEMENTS- FAIRWAY/KAGY (OFF SITE REPLACEM'T) LOT n ' wt WATER IMPROVEMENTS- LITTLE HORSE DR. STA 0+00 - 8+70.81 OT2 v2.e.W7 O LOT LLJ U w2 WATER IMPROVEMENTS- PEACE PIPE DR. STA 0+00 - 13+00 LOT 2e LOT2O 0 LOT a Lor xi Lor n Lor xi Lor]9 LOT w s1, J ws WATER IMPROVEMENTS- PEACE PIPE DR. STA 13+00 - 27+00 .g - - LOT]. I LOT e' w. WATER IMPROVEMENTS PE ACE PIPE DR. STA 27+00 - 36+33 of:°e? )--- }—_J 10141 Im n2 Or O_j 1— LOT'9 w5 WATER IMPROVE.MF N IS- MORNING SUN DR. STA -0+11 - 12+61 a LOT eO (1'J> W 1 w6 WATER IMPROVEMENTS- WHITE EAGLE CIRCLE STA -0+11 4+65 LOT2e LOT 1s�1 - Lore2 5 LLj 0 � O WATER IMPROVEMENTS- GRAF STREET SIA 0111 - 12+00 L°Tm LOT n] CD cl- w8 WATER IMPROVEMENTS- GRAF STREET STA 12+00 - 15+93.73 wnw'o Lor s9 m� � *® WATER IMPROVEMENTS- SOUTH 3RD STREET STA 0+00 - 13+00 vO - - ---- - of z5 Lorn 101' LOT n. ¢ Loi n7 Lore' N � mi *®1 WATER IMPROVEMENTS- SOUTH 3RD STREET SEA 13+00 - 23+17 o,2. LOT'e LO'S° v)Q L'i *®i WATER IMPROVEMENTS- GOLDENSTEIN RD. STA 36+45.22 - 50+00 LOT 23 C'= 0 ZQ l0T 57 WATER IMPROVEMENTS- GOLDENSTEIN RD. STA 50+00 - 62+00 1O,'e '© 10l 65 LOT a w,eO Z *®t WATER IMPROVEMENTS- GOLDENSTEIN RD. STA 62+00 - 69+76 y--__ LOT x Elf VJ C.D w P1 STREET PAVING/DRAINAGE IMPROVEMENTS- LITTLE HORSE DR. STA. 0+00 - 8+70.81 vn,wro eso.w 10T" LOT an LOT ee LOT IIIQ O PP STREET PAVING/DRAINAGE IMPROVEMENTS- PEACE PIPE DR. STA 0+00 - 13+00 LOT Ss W_J d m y I PS STREET PAVING/DRAINAGE IMPROVEMENTS- PEACE PIPE DR. STA 13+00 - 77+00 �sq LOT1 or 12 m ] U C/) P1 STREET PAVING/DRAINAGE IMPROVEMENTS- PEACE PIPE DR- STA 27+00 - 36+43.92 LOT LOT 70 r 1s Q z L'j PS STREET PAVING/DRAINAGE IMPROVEMENTS- MORNING SUN DR. STA 0+00 - 12443.94 r LOT 54 U ® STREET PAVING/DRAINAGE IMPROVEMENTS- WHITE EAGLE CIRCLE STA 0+00 - 4+40.62 LOT 10 LOT n z U Q I PI STREET PAVING/DRAINAGE IMPROVEMENTS- GRAF STREET STA 0+00 - 13+50 O Loi 2 LOT s] LOT 71® STREET PAVING/DRAINAGE IMPROVEMENTS- GRAF STREET STA 13+50 - 15+93.73 / LOT cr)� Z 1 ® STREET PAVING/DRAINAGE IMPROVEMENTS- SOUTH 3RD AVENUE STA 0+00 - 10+08.88 1 LOT] .1�e 10*sz .oT so LOT m (n co Cl DRAINAGE PLAN / // LOT e O 1O s' Lor 72 Z ® ON-SITE GRADING PLAN / ! LOT. emu �_ E C) Q ON-SITE GRADING PLAN // i Lot 7b Q ON-SITE GRADING PLAN / Lot 7 Lor b LOT o �� D IRRIGATION DITCH REALIGNMENT - STA 0+00 - 7+87.42 LOT 5 L x 8 TO,49 LOT 74 O n D1 INTERSECTION DETAILS / / Im b LOT 73 PROJECI NO. ® INTERSECTION DETAILS v1s9.w, _ 1 ss 1. _ 2336.013.040.0310 ® MISCELLANEOUS DETAILS // 1 D1 SOUTH THIRD REALIGNMENT DETAILS MISCELLANEOUS ® DETAILS SHEET NUMBER i `"� C1 * NOTE: THESE SHEETS ARE NOT INCLUDED HEREIN BECAUSE THEY WERE APPROVED W PRIOR SUBMITTALS. SHEETS WILL BE INCLUDED IN AS-GUILTS. COKR.DMG OFF SITE WATER + SEWER CONSTRUCTION IMPROVEMENTS FOR =o ��F SUNDANCE SPRINGS SUBDIVISION ZOO S U W LLW'N��O� PHASE I DEVELOPMENT w 9_!! -- Oiig 'oo o GRAPHIC SCALE ILI SOUTH 3RD WATER MAIN EXTENSION ( IN FEET) V 1 inch = 100 tt. \� y t OT^ w8 LOT IS LOT to LOT N LOT I) M1 LOT N T� � LOT 71 LOT N LOT T] + O w I Lj GRAPHIC SCALE `J ]00 0 tJ0 NO B00 ( IN FEET) ; 1 inch 200 ft. GOLDENSTEIN RD. WATER MAIN EXTENSION d � d "D SOURDOUGH WATER TANK Z O N in rn �N Q I � o c�Z Q- M I F N> ZM - C,O Q z �— Z W rn WOO t.LJ F— U m (n of Q LW� � -- O (n Z Z n Z O J GRAPHIC SCALE GRAF STREET SEWER MAIN EXTENSION jOo o� IN FEET 0 I inch p0)ft PROJECT N0. 2336.013.040.031 o SHEET NUMBER (V � /�..--- ----- -.----- ------- - -- C2 � IXIYER2.D6E C N=< z Cn =a=a NOTES, LEGEND AND ABBREVIATIONS FOR 0 ~ r'aoas w(r'z SUNDANCE SPRINGS SUBDIVISION =ao �a PHASE I DEVELOPMENT ooWow�x �aama � a r a s= _ _ O GENERAL CONSTRUCTION NOTES SANITARY SEWER NOTES ABBREVIATION LEGEND 8 W = 8-INCH WATERMAIN ��.+ K. w ' 1. All construction work on this project shall be completed in 1. Installation of oil sanitary sewer services (4" PVC typ) shall 8 W = 10-INCH WATERMAIN w E m accordance with Montana Public Works Standard be located in the standard City of Bozeman position - 12 W = 12-INCH WATERMAIN z a W Specifications, Third Edition, October, 1988 with Addendum Fifteen feet (15') from the "downstream" property line, extending 6' behind 16 W = 16-INCH WATERMAIN g No. 1, August, 1Co and March,Documents. C.O.B. Modifications to the street R-O-W unless noted otherwise on the construction plans. (SEE COB /�02713-4) APPX. = APPROXIMATELY MPW and these Contract Documents. 2. All sanitary sewer service wye's shall be installed with a minimum Bl1R_ = BURIED 2. The Contractor shall restore all roadway surfaces to equal, two feet (2') cc. distance between fittings. CATV = CABLE TELEVISION _ or better condit CL = CENTERLINEion than existed prior to excavation and as C.O.B. = CITY OF BOZEMEN determined by the Owner and the Engineer. 3. The pipe grades shown ore calculated from the actual distances, edge of CMP = CORRUGATED METAL PIPE manhole to edge of manhole (Displayed LF-4'). The displayed pipe IF is for estimated COMM. = COMMERCIAL 3. The location, depth and size of existing utilities shown on pipe pay quantities, center of manhole to center of manhole- CONTR. = CONTRACTOR existence, location, depth and size of the utilities prior U these plans is approximate. The Contractor shall verify the See measurement and payment in the specifications. COORD. COORDINATE Z a = �--r to construction. The Contractor shall be solely responsible 4. Clay cutoff walls shall be installed in accordance with detail t 0 = DELTA ^ for any damage to the existing facilities due to failure to at the following locations W DWG = DRAWING w I ocate them or properly protect them when their location is EASM'T = EASEMENT P P Y P A. o all locations where the sewer passes through impermeable EL = ELEVATION �� 5 known. soils, separation not to exceed 200 feet ELEC = ELECTRIC B. Or as directed by the engineer, w $ 4. A list of representatives to contact for information Where the sewer passes through permeable gravels, cutoff walls EQUIV. = EQUIVALENT E.P. = EXISTING PAVEMENT regarding facilities is as follows: shall not be required. EX. = EXISTING O m ,Montana One Call System Dispatcher 1-800-424-5555 F = r^ Montana Power Co. Chuck iss 58sta 586-2089-2089 F..E.S. FLARED END SECTION TO Cablevision Scott Ris = FLANGED STORM SEWER NOTES FH YD ASS'Y = FIRE HYDRANT ASSEMBLY -- US West Rich Showalter 585-2355 H = HORIZONTAL R (including Fiber Optics) 1. During construction, minimum temporary cover over oil RCP & RCPA shall be IE = INVERT Et FVATION 2 feet to provide adequate protection from construction loads. INV = INVERT a�Q 5. All asphalt, concrete curbs and sidewalks shall be saw cut IRR = IRRIGATION or neat cut by method approved by the Engineer. 2. All RCP and RCPA shall be Class 4 pipe. L = LENGTH LF = LINEAL FEET 6. All bockfill for utilities in streets, and culverts within the 3. All detention and retention ponds shall hove 4:1 side slopes. MAT L = MATERIAL a rights-of-way, shall be Type A Backtill. MH MANHOLE MJ MECHANICAL JOINT LEGEND: N I.C. = NOT IN CONTRACT w PC = POINT OF CURVATURE Y PED. = PEDESTRIAN P.L. = PROPERTY LINE m m m d pit = WATER VALVE PROP = PROPOSED a w PT = POINT OF TANGENCY o u WATER NOTES a= WATERMAIN BEND PVM'T = PAVEMENT 1. Installation of all water services (3/4" lyp) shall M = WATERMAIN TEE R = RADIUS be located i RCP = REINFORCED CONCRETE PIPE the standard City of Bozeman position - = END CAP RCPA REINFORCED CONCRETE PIPE of the centerr =of each lot, offset extending 6' behind street R/W ARCHED unless noted otherwise on the construction plans. (SEE COB #02713-4) w = WATER MAIN R/W = RIGHT-OF-WAY � w ZO U 2. All water service corporation stops shall be installed with a minimum RR = RIP-RAP ON FABRIC = PROPOSED FIRE HYDRANT SHLDR. = SHOULDER two feet (2') o.c. distance between fittings. SHT = SHEET N I-- J 5S Q= SANITARY SEWER SS = SANITARY SEWER =Q 3. Maintain 11' horizontal and 18" vertical separation between Q = SEWER MANHOLE SSMH = SANITARY SEWER MANHOLE CL w Z water mains and all sanitary sewer mains and storm sewer STA = STATION W crossings. Full lengths of pipe shall be centered of all RUE = PUBLIC UTILITY EASM'T STD = STANDARD Z O m :!Ew crossings in compliance with W082 38.32 and WOB1 8.6.3. T = TANGENT m (a- 0 = STREET MONUMENT (TYPE I) T.B. = THRUST BLOCK 4. All valves shall be installed with thrust blocking, and TEL. = TELEPHONE J � valve boxes in accordance with C.O.B. modifications and 92.73 = CURB STOP ELEVATIONS TV = TELEVISION CABLE > = M z C.0.8. detail 2718-1. ®CENTER OF LOT-STD LOC. UTIL UTILITY �m V = VERTICAL Q 5. All valves 1T and larger shall be butterfly valves in STD. COB STREET SIGN/STOP SIGN V.B. = VALVE BOX � Cn accordance with C.O.B. modification 2718-2.2.2. w/ = WITH L�J CD 11J PROPOSED EDGE OF PAVEMENT W.V. = WATER VALVE Zv r 6. All fire hydrants shall be installed in accordance with EXISTING DITCH BOTTOM Z F, O C.O.B. details 2718-3 and 2718-4. — TELEPHONE CABLE BURIED F Lr CL m 16th LINE OF SECTION H- 7. All fittings including bends greater than 11-1/4 degrees, EXISTING EDGE OF PAVEMENT - O LLJ tees and plugs shall be thrust blocked in conformance with — EXISTING RIGHT OF WAY L'J Z U C.O.B. modifications and MPW detail 2713-1. TV CABLE BURIED DATUM. z Q - 12" WATER MAIN Q C� 8. Clay cutoff walls shall be installed in accordance with detail PN OVERHEAD POWER STANDARD U.S.G.S. DATUM USED o 10 at the following locations: GAS PIPE LINE BURIED NOTE. �CD =D 1 A. At all locations where the water passes through impermeable — — — EDGE OF PROPOSED UTILITY EASEMENT �� soils, separation not to exceed 200 feet. 8" SANTARY SEWER MAIN � B. Or as directed by the engineer. _ - - -- CONVERSION TO: Where the water asses through — RADIAL LINES FOR CENTERLINE CURVES p g permeable grovels, cutoff walls =shall not be rewired. - CENTERLINE C.O.B. DATUM U.S.G.S.-15.44' 9. Fiss krrAmt alsmtfays R6i•Grmce `ARAew"eut cw;!Ae "A4vi 1..gt, PROJECT NO, 2336.013.040,0310 SHEET NUMBER C3 covfxs owc F I - LINETYPE LEGEND NOTE: / 7i! - EDGE OF PROPOSED UTILITY EASEMENT � jEw ° 8" SANTARY SEWER MAIN ALL STATIONING AND ROAD DATA IS IN REFERENCE TO THE CENTERLINE OF FUTURE GRAF STREET EXTENSION- - - - RADIAL LINES FOR CENTERLINE CURVESSPRING MEADOWS SUB. - FUTURE CENTERLINE OF GRAF STREETw I BLOCK 3 < u STA:7+30.81 (2.5' L) P I\ EUGENE GRAF III SSMH p:5 I �` STA:5+44.03 (2.5' L) o z_ 220 W. LAMME ST. SSMH r:4 RIM EL=4958.80 BOZEMAN, MT 59715 Z+ ,4S RIM EL=4956.20 INV. OUT=4946.83 414 .oS INV. IN=4946.+3- O z < W v rc STA:3+62.4S INV. OUT=4945-:Ai 499 .os 411 .1S / W g W W 1 I 1 SSMH ,y:3 INV. IN=494S+�g9g5,IS o RIM EL=495386 41s4.Iz U / i s INV. OUT=494++3494 .IV INSTALL DROP MH IN 1 INV. I14=4944:-23 qq} .L(e ACCORDANCE NTH C.O.B. STD. DWG 02722-1 ,•.'Q�.. i111 STA:-1+53.96(0.5'R) SSMH b:(EXIST.MH) - 179' 11 T J674' 166. b- 2w NOO`er £ra,!r.•x up (0_f9 g RIM EL=4946.17 IL_ 72.97' C1 ti ,F ti 4=30U-15" •�jp. '+`�INV. OUT 940.4 46 11 _ _ � _ _ • Q F T-1800,00' 4=.•'•.'� •j INV. IN=4940.48 I q� \\ ? o ►, C) - - 28'i6Y3" V 30' UTIL. EASM'T N L-971.93' j 1\ - _ A N 600.00' + II O + 1_ 151 15' OD 4- O l- I." WII It GRAVFI ACCESS �d A �'1 _ F + HOAO T-0 H! CENTERED �n FU _okAV!I At'C!V k11AO uVI H S', MAIN. 7EF OE IAII I 175' I 'ABBREVIATION-JSEYvDROIII IA'.M'I INV INVERT RIM EL=4963 00 Cn - SSMH SANITARY SEWER MANHOLE INV. OUT=494�fi�4141F4 3' FINISHED GRADEw o LI ELEVATION_� _ I op_s2'os't \ UTIL UTILITY / INV. IN=4952H-7 ---. 26.st' EASM'T EASEMENT __ __ "--_ COMPACTED BACKFILL STA STATION BENTONITE/SOIL MIXTURE CONNECT TO EX. 8" STA:0.1 64 EX EXISTING / /2%BY WEIGHT OF SOIL L w PVC INV- 4942.25 BEGIN PROJECT 2- OF , 2 1 MH MANHOLE COMPACTED CONTRACTOR TO STA -0+03:99 L=4949.40 PC POINT OF CURVATURE O-'- 8"SS Z _o roo.71 I. UT=4942.76 EUGENE GRAF III I � L_.FIELD VERIFY INVERT SSMH #:1 PT POINT OF TANGENCY 1. CONTRACTOR TO INSTALL CLAY CUTOFF WALLS PRIOR TO INSTALLATION RIM EL>•494Z 78 -4942.86 --- 12'- - 220 W. LAMME ST. 1 0: DELTA �- IN ACCORDANCE WITH DETAIL AT THE ��•R RADIUS h _-------FINISHED GRADE ►�� g I FOLLOWING LOCATIONS: ® If' SSMH /1 INV OUT=4944-pg 491 .L1 6� BOZEMAN, MT 59715 T � TANGENT m INV IN=4942.35 4142. A. AT ALL LOCATIONS WHERE THE SEWER PASSES -COMPACTED BACKFILL CONNECT To EX.a (J/TN _ � 3'JT40 \ -19 L LENGTH THROUGH IMPERMEABLE SOILS, SEPARATION BENTONITE/SOIL MIXTURE SS SANITARY SEWER / NOT TO EXCEED 200' -i 2%BY WEIGHT OF SOIL TYPE "A" SHT SHEET TRENCH I 12" OF 6" MINUS GRAVEL VERTICAL0 HORIZONTAL B. AS DIRECTED BY THE ENGINEER. COMPACTED � °A I WHERE THE SEWER PASSES THROUGH PERMEABLE 8"SS "A5' BACKFILL L�J LF LINEAL FEET GRAVELS, CUTOFF WALLS SHALL NOT BE REQUIRED. _ PIPE BEDDING .s SPRING MEADOWS SUB. 1 =50 H C.O.B. CITY OF BOZEMAN 2. CONTRACTOR TO INSTALL MARKER POSTS FOR THE BLOCK 2 1"=5 V STD STANDARD / 1 If 5' 0 GRAVEL ACCESS ROAD DETAIL ` DWG : DRAWING MANHOLES ON THE EAST EDGE OF THE ACCESS ROAD. S1 "13 IE INVERT ELEVATION CL CENTERLINE 0 BEN ON - - IT E/SOIL CUT OFF WALL -i !TY E 'G)-' TR(N H - A KE t - - - - - . 4970 - p 4970 s _ � 6 4965 -- -- - I V, _EE O m m m u i s Q 4960 (j n w 4960 :- FINISHE GRAZE 9.397'12 GRA FEL ACCES ?w 4955 _ - -- - ae RD .a w L.L1 _z FN ro m 4 c I + _ - -- - E~ - 4955 W + V N 01 ♦- _ t + Q= LL j` w tN M 1.61J% Lj r__ _ _ - ~ 4950 CIL V) cn v~ g 1 16% J I AT A SLO $OR- PVC: f I I - _ 217. 8" 4945 so L o 4 8 DE-S$ °0 - I t .73 ieoy _ 4 i - 8 S 7-7 o.442 - �" 4945 N Cr) Lj (ten 150, 4940 AT A pP€ OF�. a a _ �_ M - p+ Z IF X. F I z z - Leo - - - - - - 4940 V) N 4935 - f I z 4935 O Ot 00 O O1r co ) orn p1Oa W v Ol 0 Vo-n O)Oo o m - O I- (1(n p 1r1-01 N PROJECT NO. a 4930 Wm m m 2336.013.040.03 10 10 Illa) <01 a1 ern am am rn a� au'1 1n In N �" N 17 n a SHEET NUMBER . I) -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 a a S1 8+00 9+00 10+00 11+00 12+00 ITOF(77F7.011G I t; ABBREVIATION KEY \ << I LINETYPE LEGEND INV : INVERT L : LENGTH STATIONEQ'N E ado<sBW� SSMH SANITARY SEWER MANHOLE SS SANITARY SEWER OFFSITE GRAF- STA 24+05.29 EL EIEVA TION SHE SHEET ' --- -- EDGE OF PROPOSED UTILITY IASFMFNT U111 UI,IIIY I HORIZONTAL SUNDANCE SPR.- STA 0+00.00 wa W< ff °ss 8" ,ANTARY SEWER MAIN IASM'l IAS[ME NI V Vt RIICAI IA ' RADIAL tINtS FOR CI NII RIINL CURVES i ,IAIION IF III AL III1 \ CONTRACTOR TO REPAI w Q_ X 1 XIS iING C.O.H. L'11 Y OI HOZE MAN TRAIL AS NEEDED. a $o j o m i a FU fIIRI (,I N II I+I INI MII MANHOI I `.IU 'dANDARD m 10101+l RVAiI 1)I WAY I, POINT 01 (,I)ItVA It IRI HWG - DRAWING 1•I 1'UINI OI IAN(I NI 1 II INVT111 IIIVAIION a 7ca� Y UII IA �I �1 N111111NI i'oo_.oia'o 1 II IIl NIA NI °;IA.:31 US.:+3 (!6' i1 STA F Of INSTALL 6�3A�nlr 42 LE OF 24" F26P n - -- INV IN=4974.SO lo M111 R� `1/100 911. .Bt INV- OUT 4974.60 1 G S 'A 011 -0-114% s•rr Vi?N �T naG? �O \ IN\ IN 444644,1 ' 1 11'.I I II 1.1 0 III fig\ •-aRD .Q�'A I/-IAIAI '.I H ,✓ /. U ) I r Ivril IA All. PA W �o w ~ 011 I.- W1111 6RA\'I I A(1'I•>, ROA10 c 3 , , enO reY _ CI NII HI 1) (AI R LANIIAt,) 'A WI R V' 1 44R 1 ti __-} - MAIN 'A I DI IAll �f� A- 16.28'00' "� 1 [ R 25000'I �4 I 36.17' 3' -- - GRAF J Rl_� T (f U TIJRf_) - - - „ STA.20i 7')_47 I�71.85' < -- _ ;CHIT (/0 n •%, =fir -_ - -- — - — - - - — — -- — - - - - � � � RIM I I-sa A.}ff)1974• 4' ------ INV. OUT 49fi-1:4fS - INV. IN=496-7-58,q(.1_till NOTES. rIn 1. CONTRACTOR TOR TO INSTALL CLAY CUTOFF WALLS o IN ACCORDANCE WITH DETAIL(Z)AT THE 1 �� M U' FOLLOWING LOCATIONS: FUTURE CENTERLINE OF GRAF STREET STA:16+71.64 0 A. AT ALL LOCATIONS WHERE THE SEWER PASSES o THROUGH IMPERMEABLE SOI[S, SEPARATION A STA:12+70.82 SSMH a:8 \I �. y 5 ¢ SSMH H:7 RIM E1=4969.80 EUGENE GRAF III NOT TO EXCEED 200' I RIM EL=4966.20 INV. OUT=4963.42.110 'Lr' B. AS DIRECTED BY THE ENGINEER. INV. OUT=4969.36'�9s •3S INV. IN=4 3-52- 41(.��35 BO W. N,LAM ME 59 I INV. IN=4"9.46 49S 43 BOZEMAN, MT 59715 WHERE THE SEWER PASSES THROUGH PERMEABLE GRAVELS, CUTOFF WALLS SHALL NOT BE REQUIRED. � - 1 CA NOTE 2. CONTRACTOR TO INSTALL MARKER POSTS FOR THE $CALLS H ' MANHOLES ON THE EAST EDGE OF THE ACCESS ROAD.OFFSITE GRAF SUNDANCE PRINGS \ PROPERTY SUBDIVISION 1'=5' V ALL STATIONING AND ROAD DATA IS IN REFERENCE TO THE CENTERLINE OF FUTURE GRAF STREET EXTENSION I TYPE- A" --RENCFi BAC FILL - 4985 + 4985 W o > m m n rn i a m o < o m I 4980 i 4980 a N — 1.16 _ 4975 _4975- I - -- o ---- - - EXISTING GRADE a � - - - +0xw N r Z 320.50 LF OF 8" SDR-35 PV L CN 6) 4970 o v — s_-- - -- - _ - -- --- -.- --- -- - - _ _ 35PVG- 4 Ltd -I w i w — 229.31 LF OF - AT A L J �' O 1 pip> w + I a�� 0.90% I.o121• r+ 0.i V� �� O � r I N J 396.00 LF f 8" SDR-- 5 PVC - n � � r � - - 4965 4965 — o- P Z + Z� Q (n PVC v v V' n O F 8" SDR- ti (� � C I 396.00 LE' N N n ° z z Q (./)W lil O 4960 4960 _- - -- P o dill QQO � N M z OF- Q .r o> Z Z F'-- 4955 b >? — _ - — -- - -- - - --- - 4955 �-1- cn I IT k o- 4950 _ --_- 4950 r I __ __ - 4945 PROJECT N0 4945 . I 2336. 1 4 . 1O ` a a 31 � amv nv v SHEET NU MBER oo q(D am 0o m0, n Lj n aj �`0 O-It m m m crn v 01 v S2 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 rraIV2.owc 1 i I NOTE CONTRACTOR TO INSTALL CLAY CUTOFF WALLS F ACCORDANCE WITH DETAIL®AT THE LINETYPE LEGEND ABBREVIATION KEY FOLLOWING I OCATIONS: INV INVERT m.lo 1. AT ALL LOCATIONS WHERE THE SEWER PASSES EDGE OF PROPOSED UTILITY EASEMENT T TANGENT THROUGH IMPERMEABLE SOILS, SEPARATION ass SSMH SANITARY SEWER MANHOLE L LENGTH 8" SANTARY SEWER MAIN EL ELEVATIONSS SANITARY SEWER NOT TO EXCEED 200' RADIAL LINES FOR CENTERLINE CURVES UTIL UTILITY F2. AS DIRECTED BY THE ENGINEER. EASM'T EASEMENT SHT SHEET FUTURE CENTERLINE H HORIZONTALb;�WHERE THE SEWER PASSES THROUGH PERMEABLE FUTURE RIGHT-OF-WAY STA STATIONV : VERTICALoGRAVELS, CUTOFF WALLS SHALL NOT BE REQUIRED. EX EXISTING LF LINEAL FEETrcUTURE LAYOUT F PHASE 3 MH MANHOLE z C.O.B. CITY OF 13OZEMAN j`€= o I PC POINT OF CURVATURE STD STANDARD / z_ PT POINT OF TANGENCY DWG DRAWING STATION EO'N STA:7+94.22 (8.9' L) A: DELTA IE INVERT ELEVATION n- `k'NNoW I GRAF ST.(N of P.PIPE)- STA 0+00.00 SSMH k:13 R RADIUS I CL CENTERLINE / UsOFFSITE GRAF- STA 24+05,29 EL=4987.50 oor= m o wwv. 498e�2 94 -4� 6 INV. IN=49i" gg6o. i a K ozaSTA:9+38. 0 (8.9' L) so o'i _ SSMH 111:1 / RIM EL= 90.31 roaar311X k INV. OU =498}..0g AR&I 1 12' WIDE GRAVEL ACCESS INV. IN 498i-99 4161. y.:` p,•, u y ':Opyy ROAD CENTERED OVER SANITARY SEWER MAIN LE DETAIL STA:11+13.10 --�.--"� 152* RIM EL=4993.86 °F•E 152' INV. OUT=49B3Y3 A96 l �` STA 2+24.50 -- -�\, > �''- INV. IN=49e3r33 4403• I 177, RIM L=4980.71 _ S z m ^ INV. 0UT =4971, 8 W w & a z N INV. N4971.38 Cj I^ v STA:14+06.67 Q t� ( - y0 \ ♦, SSMH 111:17 RIM EL=4996.99 11�Z S R _ o INV. OUT=4984/Q(N.) 98' INV. IN=4094.90 (S. STA:5+25.00 ) ■ ' o o SSMH N:12 1184.B6 S O /f o RIM EL=4984.17 9 O 16T / INV. OUT=497-7-i�41T'C O A $ ___-- -- ._._--- --_----- -- �/ INV. IN=�.at17. FUTURE LAYOU OF PHASE INSTALL LF OF 8' 90 10S' � SDR-35 PVC 0 0.650% N 90' r--•, p --� � INSTALL LF OF 8" w/ENDCAP / '�--•p..�. SDR-35 PVC 0% DCAP ®0.45 ,•'' � I Q I w/EN - Il r I I - 1 STA:12+87.04 _ LiJ / Q / � 7 SSMH //:16 84. „ 88' ►�-.� ►--• RIM EL=4995.82 OI W INV. OUT=4904. 8-9 INV IN g 1l �•y �� A a • 1 -/� it Q . =49@4:i8 95 l / a .fir I �D Lu a I NOTE: CONTRACTOR SHEET S4 Z 70 INSTALL ALL SEWER GRA 4i� Lll` QI I SERVICE WYES AT TN IC 15 TIME, SERVES ARE /1� F Si.-S.of P.PIPE S.S. PLAN ~ INJTgLLED WIT,WATER IMY. - - - - Q G A ("7 :. TO BE EXTENDED TO THE EAST WHILE TNOSE - L I - TO TN£ WEST ARE TO BE r r (� h 1"=50' H W� 4' Lv 5005 - - L- TYPE ' A" 1R NCH ACKFI L --- - - -- -- -_- - - - --- - - - - -- Boos 5000 m m m i 4995 V N_ VI 0_ a0 FINISH D GRADE _ 4995 N a GRAVE ACCESS CAD rn=r 4990 a 7 w EXIS ING GRAD a+ �I N N^ d Ln C" 4985 e < 0 W Q co -- ---- ry JI- - ai via � O N N _76 L OF 5BR_3rp 1 58 LF OF 8' SDR-35 P 4980 4985 cn Q J _ _ -- PVC 172.12 LF OF B" SDR- 5 PVC _ CD - 743.02 LF 0 B. SDR-3 f _ ~ o.s13� � 0•411 k Z� F-- cn - R-35 VC- -- - r- w Lil [If r- ri ro w 0-3: CD I f4980 CD 4975 5 Pvc «I P u n n u °z U>- w + f n P ?� - O> 2g5L _. --n -_ --- - >z _ o> i�z INV our= 4971_.g8 157• r n - - - - Z 4975 v~i INV IN= 4971. A P � - Z Z oZ -..-.. 4970 20.50 lK 0( 6 5 R 35 vC o z z (n(nOf I o,4 ,y - - 4970 4965 - --- -- .- N I m N n n n --- - -- -- --.- - 4965 PROJECT NO. a a < a a a m rn m ao ro e id W n a n = n 2336.013.040.0310 < a < rn W of a0 aoOD ui aD aD o1 t`1 „) e O rn W 1 0t00 1t00 a a a y a rn SH T NUMBER J 2+00 3+00 4+00 I 5+00 6+00 7+00 g+pp a c"? - 9+00 10+00 11+00 12+00 J J 13+00 14+00 PP-GFf4.ONG LOT T r 4S I I 62 _LOT LOT I 1 \ �O \\ - __� a I I ` 5 OPEN I LOT ;1' R SPACE ---- -- a,so \ Z Q� STA: Ty a LOT L-OT ��S�i 65 66 ] ; _STA 32+14.18 CE%PE DR.- -. �i ��\ I LOT f I L 0 T o = a N '1 rc I � STA 0+00 GRAF T ,�� O P I N I 4 7 1 \ �O -S a o a w STA 14+06.62 AF ST.(N.OF PEACE PIPE) �. _ f Y$ a i'oo? n I III -�Si-�4r2.si.ee \ W W I W -r".�-._--- I 7500�z. _� LOT < a LOT I OT I O1 >>� I ai,:•_4 85 a d 61 60 5t3 SFi. � / z SIA:3453..59 (2.9' L) \i 53 __- - I / i h w- a J is > 1 I LI) 3 f tx ayf SSMII #:46 \\ STA:11+50.00 f I \ ` o D $ RIM LI-5002.86 ` SSMH N:50 ! o INV. OUT-4995-77 RIM LL=5011.59 a„ :�,j, . INV. tN=4995.32_ \ INV. OUT-3000.29 5000. d ' LOT _ INV. IN=5000-.4Q 5000.2 ! .! Tl ._ .ys F SEE SSTf1 S3 ry - 4 i \ ` y-f -- /l ! / �a ` 6 \ o _ Sv - L O-T / c 1 \ 5 u L01 ' 4 S LOT LOT a, °� 1 - - _ ,, s - 56 55 STA:9+75.00 / LOT 1 ,� SSMH =50 / 45 +, SSMH #:0.00 R STA:2+53.22 (4.3' L) I OPEN RIM EL=5009.64 SPACE I SSMH =49 = SSMH 4:45 ¢ \ .8 STA:6+00.00 INV. OUT=4999.51+1M. �a+ Im RIM EL=4999.06 RIM EL=5001.75 SSMH N:47 INV. IN=4993b14111.33 / ea rn INV. OUT=4984.78 8 RIM EL=5005.14 / Jy INV. OUT=4994.21 M14. / �• U LOT I w n INV. IN=4984.89 INV. IN=499+3t4114.1 "� J STA:7+75.05(1.0' R) i 139 h INV. OUT=44,644i4997. + K n wvi � � SSMH 48 W w V INw \ INV. IN=4993.GEi 4197.4 RIM EL=5007.22 INV. OUT=4998:634118. 9 $`� 8 ,. � OWE LOT LOT 4'q�, INV. W=4998731M8• i - L01 40 41 \ S ��, -- "' s 44 0.'4 LOT . 'cf� - - -- o� � �� / � W 19 42 LOT 1 I �� \ y`'• _ �+- _ - GRPF / '� 1 140 OPEN e� _ _� OPEN SCA50' H " SPACE LOT SPACE 1"=s v A 43 - ❑�❑ s 5020 Lo -_ Lo5020 s N � m 5015 0 1 n Q 5015 o V N N m N =W I nap Fvfi� r oo. o O voi XISTING m=w ✓r ' 5010 $a� o' ROUND o v) 5010 o o itoN FINISHED GRADE Go N o [L a Z 5005 e =w O~ w - _ _ = 5005 N w U O O m orc - - - - <n o- 11 LJ _` Q m a Vc 5000 N - . - - - - 3 F R-3 PVC. .2 IF " - - 35 PVC LO OF SOOO (n O EXISTING 168.8 1{ OF B" -35 PVG AT A OP (D SO -35 PVC - AT •408% 0.4 I z- � GROUND a OF 6" --- - 0tj 4& :563 $ LJ 4995 w .. .90 LF OF 0 zii O U) O 4995 N(L% O P z LL W CD JG__ N rZ O-Pe > Z[Z' --- 5P It o- o> >? QQ z o z z i >- Vf I O> >- >_ 4990 Zaq�G L z' ; z cU)c¢iT > z O z 4985 no m•a 4980 v e� � H 4980 PROJECT NO. O� 00 O of O W O N N N O n b N Or 10 N m d O N Y TO N 2336+013.040.0310 0 o m v; of o SHEET NUMBER pq� 0 Qh o 5j N o 8 rQi po ao a ui 8� � r: 8 � C 2 2 d O N N vpi 17i N voi �f1 ri �(i N voi uoi N N N N N N 0 o 1J 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 wsanl-soMc I T r OPEN I�' I SPACE ' LOT 52 LOT OT r cr 51 50 I OPEN r _ a, 6-, �8 �Q �r STA:14+76.08 ! r D SPACE o ��~a€»� �jL SSMH a:51 l mil r � RIM EL=5009.23 rn2) _ ono oi� hvS^i INV. OUT-3694+485001. W 5r 1 0 s ou?o zao INV. IN=N\A W N ! Nuu�uu ( y � � N?1 t r WEE TWA TER w ^ 1 W ^ LOT LOT 48 49 f / OPEN =- '�PACF ^ r r SCALES: H - f- -- 1 - V OLDENSTE—IN RD. — � i $ 5020 I o 5020 �] 3 FINISHED GRADE a 0 5015 W.: FXISTI G -- —I ROU D 5010- 11 5005 15 72.44 I W C _ I AIE CL=5 05.44OZ� 2 5005 _ —- - �n Lz w 5000 ~ a A s - } �- - - >m Q j LLJ LIB In — 5000 N Cl- 0 Q 4995 °° I - C�— _ F w zZ d � 4995 N v1 CD Ln 4990 U>- LLJ + m _ Z� w I i - Q c~n - - 4990 4985 - - - Ln can Q —� s - —I — --- 4985 4980 o ' -- 4980 PROJECT N0. 0 o g I — i '336'013'040.0310 � N I - SHEET NUMBER. 14+00 15+00 -- --- ---- -- - -- - - - -- , -_ S5 LOT I_ s COMM. 28 I \� LOT 2 LOT SN = ioWw�o€ 1 � RRlGA1VON DI1CH OPEN \ \SfWERF \ \ s v Wgo= zo I SPACE \ qse \ \ \ O \ 'yFiy STA:12+24.22 OPEN ssMFi a3oo r \ o'� �v a �aW STA:37'44:80.7•y3.lO \ SSMH �:24 k y/ o w o w rc x S� SPACE RIM EL=5028.65 SSMH #:29 RIM EL=5026.43 \ LOT RIM EL=5012.29 `w p s u o a m INV. OUT=5C49.82 501f. INV. OUT=50 4@2 6 SOOT.{ a u o a`�a STA 0+00 PEACE PIPE DR, INV. IN=5644,92 5414.Oi INV. OUT=50`1 A. 3010 ��- \ 26 $ $ o i�.o z� � INV. IN=50B6:A2 500{. s�o_o z a o STA 3+22.81 LITTLE HORSE DR. INV. IN=30%.(]$015•91 \ / I T •,\ 'f - - --� STA 3+42.80 PEACE PIPE DR.= LOT / - STA 0+00 NHITE EAGLE CIRCLE ti _. ,_ LOT 1 ` 25co S =�� p•' 2,5 LO T T 1 STUB FLFL B SEWER AT i`• O �1�// 4 .• - S1A:7+56.96 (2.4 R) 24 � 1I SLOPE = 0.40X INSTALL u Cf `� 8 J SSMH N:27 p'� 1 8'PLUG AT INV RIM E1=5019.64 iT� < INV OUT=9B1-2.215012. STA 8+33.93 STA:0+00.00 i / - V/_. w SSMH N:31 1 INV IN='SQti•2.375012.79 g SSMH d 26 LOT - / _ I RIM EL=5031.63, \ 8 ! / 'f R� RIM EL=SO1B41 `1 `' LOT W INV. OUT=3D2�-"5029. INV. OUT=96f-t.S15011.5 1 INV�JN=50 SAS fO29.f \ \ \(!V •*�� ! rJ9 N INV. IN 'SB4t.6750u.L3 SIASI 59.99 LOT SSMH k.2H ' 1 1 I?W 11 1 7 1 1 1 f INV. )LI I-30H.(l1 5W?.1 I I I INV. IN 51!1+4,11 6014.20 * •/ � I ' 10 I t $ LOT COMM. 16 11 LOT 1 J 2 v I vI " 1R STA:9+09.36 (2.2- R) -6 LOT SSMH y:25 ZJ I off INS 17.13 LOT �� 9 INV.oUT00tfl76s010.t 15 x 1 ! I w L01 17 NV. I StTte�6 N5010.71 , , O 1 j! OPEN 10 h3 ' 101 LOT 1. �� SPACE I 14 LOT 1 W ! 1 ! r -� 00 �\ �� SCALES: -1 LOT �• 5040 S m m a m a 5040 rc w o ( 5035 I O M p O O _ul V1 5035 " it q 0=W O M N ro 5030 EXI TING °+ GR UND a 1 5030 - w FINISHED GRADE ZO�Q - it c e + LLJ 5025 _ a en IN ALL 39. 18 R� vt '! cc: ' r ' F _ - _ `` IE ®C =5019.69 N II m N r; (D Na- Q J A S OP = o II 5020 c/) 1 LJ 5020 In h y = W�z F U)V7 w > VC 92.1 z LF R- C>a U>- W cl- 5015 17 lF L ` OF 09 67 At 0S3L5OPE 1 * �_ I Q Q I 0.87 ; LLJ p I- It VI N $ o.8o2X 311.03 - z 5010 Z Z Q _3 P U7 U') 5010 ' Z z >O II II H N - --- �, --- - ~ 5005 z> o _z 5005 - z Z> >00 0 0 Z Z> N - -2 z_II 5000 PROJECT t• 2336.013.040 n r SHEET N U Mm 5000 0 rn N N O N N If, C6 N rt OO O O I 1 w N 12+00 13+00 w�l-sowO 9+00 10+00 11+00 5+00 6+00 7+00 8+00 0+00 1+00 2+00 3+00 +00 - -- 1 I LOT LOT 33 I LOT a=� ' 32 1 1 LOT I I I ' Y 117 OPEN w 114 �? > STA:18+25.00 (2.0' L) LOT 22 RMMEL�5004.15 SPACE o I^ OPEN I- � w` 31 8 INV. OUT=499G*39i94 n m i z$ „_-,N €o INV. IN=4996,5 gt9r.S g STA:20+75.00 SPACEof 3 W .. SSMH /:21 w I= woo of z��s $ / •� _ INV. OUT=004993:49 a W SSMH 7+09.00 I O H INV. IN=49 3. A.Nj a LOT I ILA RIM ELF--�4997.17 U - I I I L O T :NV. OUT=4999-37 q99 •3c L O 1 g ff a o " I LOT f 115 116 INV IN=499D47 q99 .�� 14' _ rsz SHse 1 30 - _ g o f _ 'Pc _ _ PHA S I I =w i e c AC` P _ o „1yi, PHASE 1 PHA E 3 ` �` - _ V, PHASE 1 r _ ' _ ....T.. .. _ _ RI e STA:16+25.00 8 � e W1-.- .4 A --1t� ... _ _ _ - - - - - - 0 SSMH /.23 yeoS.At o - - RIM EL=50.T 7-3 o 0 j LOT �� / / INV. OUT=4998.8E - - - - - -o- - - - - - -o- 1!{ 0/ 'c INV. IN=4998.9E 29 o LOT d' $ LOT 21 " 21 STA:23+10.64 (1.7' R) 8 L x SSMH p:20 w RIM EL=5000.47 OPEN INV. OUT=499?3+9V1z.1 q SPACE o INV. IN=4p92.419112.a I C1T LO1 s1 LOT m LOT LOT LOT/d 20 LOT 36 37 38 39 r F - a 34 LOT SCALES: • 1 g / 1..=50' H / 1"=5' V w gg LOT MINOR SUBDIVISION 85 AMENDED ig 7-1 II _ _ L 501s —_ 1 W I sots � 5010 - EXISTI G t n w - _: O - 5010 _ n --` FINISH GRAQE ;cm m - 5005 _ =S o I oar +� N -- -- - 5005 - -. STA 21-+83 Ai R- PV. _ n� Fu�ia TALI 60L WV. NaaJ c -- n 5000 O- + 6; A9tb.ol <�n o� - E - z -.. 1 .. _ - - --- - N W 0 E GR D - - - - O 5000 _ 792' 8 LF 4995 - - 7y, - - - _ u 4995 a_ Elf Q --- LLJ (n --=-z n P P _ -b. 7, _ _- 8" PVC _ - �— - -_- DR-35 - Y. - z — _ - -_ - T- > - o __ �.SyL.7, I - Q LL - 4990 z W U - 4985 4985 Z N z _ - -- --- _ P -- ---- - - - --- _ _ Z asao - - - - Z • �- - -- — — - — 4980 Le - - - n 4975 4975 PROJECT N0. N M N O N fl 10 1O h ,O Y Y O a Of C O N rn 2336.013.040.0310 5m5�� o o o g o 0 o g $N� `� 5Q�• �' a0 °D '� '� n�' SHEET NUMBER ri �i n 0 N oo o n Yi N x a a a a a a < a a a a a ry�v C/ 13+00 14+00 15+00 16+00 17+00 18+00 19+00 204 21+00 22+00 23+00 24+00 25+00 26+00 27+00 0 g t a T PIPE DR / J / 7--i o IT ST.(N.of PEACE PIPE) /LOT a 138 / LOTg 1 r 86 LOTfFSTIA: r 1 a =`aW""W 141OT S=z, 139 I N OPENo�=o�<�' SSMH (/:18 4 1 a LOT SPACE HT S7 SHT S RIM EL=4997.99 1 I a -� I INV. OUT=49B-r3-�4981. a ..'^. w o INV. IN=498�.+ A"181. ° 1 f IM o 85 Ass STA:32+14.18 _ "6 w SSMH //:17 RIM EL=4999.06 INV. OUT=4964.79 PHASE rl.- - -- f I INV. IN=49B+.-&6 4464- P I STA:33+88.26 (0.2' L) PHASE 1 � - - - - - SSMH #:38 e > p RIM EL=4998.13 $ ° `o _ MASf J INV. OUT=49BB.44 A*D STA:36+43.99 C OR1VE - - y pHASF 1 INV. IN=49B8.34 Aktk'5 SSMH �1:39 S'A 36+4399 PEACE PIPE DR, z L' z 1 -`_ - - - RIM E1=4999.47 u a u STA 0+00 MORNING SUN DR. _ INV. OUT=4986.85 ¢� - �� STA 0+00 SWEET WATER DR. `\ INV. IN=4986.95 l -- �T �Eq \ \ a ` " LOT LL STA:27+00.00 �� p q � 3 � r 84 SSMH N:19 LOT t l �; DR/ RIM EL=4999.17 p� / h \ <A NASE�\" 4 3 INV. our=499@.3'Vl e. .� 40 INV. IN=49994"A"04 - / R H{ •` INSTALL 34 LF OF Z q LOT ,( r a SLOPE OF tbB676 � LOT 39 ryN LOT w\ \ ,m > Nv =49eJ q18 / INSTALL 8" END CA V 1 } 38 tii} W 61 \ T PHASE LINE L O T ------ N e F x o s LOT R 62 OPEN LOT j /c� SCALES: SPACE / LOT � � 41 Z \ 1"-50' H z �J .- -L / - - - - -- - N - T _ 3 5015 5015 - m m w . 5010 5010 I J ? 5005 1 p N m m 5005 m _ oo <n< + II Z� a EXI TING n � I STA 34+1 .16 Q w O Z l.C� it GR LIND o acw FINI HED G ADE ¢ M= 1 RCP N 5000 N_w N 5DD0 w=w STA 27+52 0CL=499 .83 + p LLJ Co om IE ®CL= 993.66 o w¢ — rn to _ - - m j (L Er Q \ 4995 cn M �— LJ 4995 .,!I 34 1. OF 8" SD -35 PVC Z Lr a- �- AT SLOPE OF . 00% L qql% a-._r C/-)wUO �> -- — - - 4990 cn Q + 4990 r N =3 v PVC F�- 0 2 9,68 LF OF " SDR-35 VC 251.74 LF 0 8" SDR-3 P M 17 09 LF OF 8" SDR-35 PV 4985 4985 a z� z� It. ItP I oZ 4980 4980 i 0 z >? z> FI II z z -z z_ o> _ �> >z > 4975 PROJECT NO, z_ 4975 2336.013.040.0310 SHEET NU MBER N NaW 10 rn m S8 i s 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 °P��50NC } ` I "'! f LUI LOT 7 I I I / o i r j LOT2 LOT i \ / / / / / � z� i J 0( I ' \ r / // II 01 I I 2 LOT / / / / i'o o'o I LOT / \ T 6 P u PACE °-1" 1�`". 3 1_�� r/ LOT / / / f"• �:= ::� v,�H i•.i COMM. LOT I STA:1+19.78 III 1�a 4 / SSMH �2 0 \ I RIM E1=5035.53 n-1 1 1 - _ / / .op0 OUT INV. =592b:E8EeLe l0 1 i LOT j / I INV. IN=NSA t 1 EXTEND SANITARY \ \ \\ SEWER SIEER CE 6' INTO COMM E IAl LOT OPEN STA 0+00 PEACE PIPE DR, \ \\ \ \\ SPACE STA 3f 22.81 LITRE HORSE DR.STUB 41 LF OF \ \ \ / / / / •_; g p 8" SDR-35 PVC w d SLOPE=2000% ,STA:3+22.81 b\ \ \ / /�/ 1.11 5 INV=5D2S91 i SSMH #:31 \ ��,C\��\ \/ / \� �\ ,,✓f \\ \-/ / $025.6f/ RIM EL=5031.63 I i i INV. OUT=5024.-09 5624.69 INV. IN=5D25-."(W.)5v2 ft ' 1"=50' H \ �` COMM. LOT / �� / ✓� / / i ci m 4 o 5 --- - -- 504 N I n FINISHE CE GRAD - 5040- I ± w FEXISTING Z v w� ROUND Ri' O 1 5035 _ a I 5035 LLJ Oo rn w _ oLJ w N 5030 --- — 5030 c Q CD— cn N + —w I 6 LF F 8" SDR- 5 PVC � O 5025 S -- - - -{� I .. ..._- 5025 J Oo Lj CD Q j5020 Q Z Z N 1 M/r � � 5015 > 010 r --- - - --- -- - - 5010 PROJECT N0. 2336.013.040.0310 co n m in o n rn n c� SHEET NUMBER a vi a �ri o 0 0 0 wi �i Mi a vi vi S9 n n .n n cv n n n n n n M n n n n n n n 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+005 1 I t N = m h ¢�w�NKiF Q�o-0a LOT _ w m o STA:3+05.14 (1.7• L) $ a�wma wa / LOT SSMH M:36 o Lur rwa y LOT RIM EL=5029.09 �oo3ozao srA:o+oo.00 v/ / a r 10 INV. OUT=59�ze•s45" �g LOT SSMH :29 INV. IN=5929-64 Selo Se J`A,�1N�IIMIa RIM EL=5026.43 88 8 - 8 INV. OUT=59i's.97 So15. INV, IN=59iG915o/6.9 LOT yw 2S zz; tom; o 7 r •tP �� STA:4-+64462 Y•72.12 i w Zi z STA 3+42,80 PEACE PIPE R.- I I - STA 0+00 WHITE EAGLE CI CITE 1 I 8� WHITE EAGLE _F CLL p SSMH /:37 / w + aa RIM EL=5030.77 INV. OUT=` ??.P5 I-- e I :' INV. IN=N/A OPEN I I �g STA:1+23.32 (1.6' R) S8 r �' SPACE I I I SSMH /,35 � as s, LOT / o RIM EL=5027.28 / INV. OUT=5018.73 �� '^� �� ej 6 i INV. IN=5018.83 - 111 LOT LOT v 2 1 1 LOT i \ ' 4 LOT OPEN SCALES: LITTLE HORSE DR SPAC 1"=50' H . < I i Y w _ - 5040 5040 _- LD T`! 5035 - - - z 5035 >w cNp � 45HE ADE w - I � � _ _ -w W o�- Y 00 _5030 ci +a��I EXISTING N� 5030 �mw U_ Q o=w r s i - - 5025 cn W (o 5025 _: _ _ - - - - FL U cn m - � 3 P1! : A A' LOPE 0 b : : i 50205020 - - _ - - , cn cn. - -- Ic o _ ` _ 15 4 t 3�• INV T= 5018.710 INV IN= 5018.8 b 5015 5015 - - I - a _.. INV OUT 5815,94 3 I - - - T - 5010 PROJECT NO. ', ) a 5010 -_--__-- _ - : --- --- - I — , -- 2336.013.040.0310 ao SHEET NUMBER ao N N N N N N N N N n 1 N N N � S1O 0+00 1+00 2+00 3+00 4+00 wrca-s.orc 7i! S A 36+43.99 PEACE PIPE DR, \ \\ I w a�`,w$STA 0+00 MORNING SUN DR. F TURE PHASE L YOUT �Cv STA 0+00 SWEET WATER DR. � zaw s ii -Uo�Vwi F INSTALL 34 LF / 1 w J =a z OF 8' SDR-35 PVC / (V H SE 2 I 11 1 Ti w WITH 8" END CAP 1! 1 I I I 0_ / STA:1+20.55 (0.4' L) PN S SLOPE=I.000% / SSMH �j:40 I I I O u i a m a w INV.='190 7:24 � e,� � � RIM EL=4999.94 I y o u >rc Y997.27 INV. OUT=4999:93 999 �oo?`aza� INV. IN=499B.43 999c. S (. NAS SPR/ C C --�L E_2 1, I -7`�I IF OPEN / / EK P ASE1 Mai SPACE �� OPEN I OP 11 �' it \ SPACE I j SPACE I �J_ Q w!� STA:0+00 O I �,/ SSMH p:39 f LiJ w o w a / RIM EL=4999.47 e STA:<'+35.74 INV. OUT=4986.85(W.) SSMH a:42 I INV. IN=4986.95(S.AEE.) O RIM EL=5002.84 I =4 , - -NV. OUT=499F.2i199 . INV. IN=N/A 6 / Q / LOT Q d \ - � f _ _ -- I 62 co ID / Z 4' - - - - - al _ �� - o / LOT E a - - - _ ORNING SUN_ 63 LOT M - O w / 64 `~ STA:4+23.02 SSMH y:41 RIM EL=5002.05 1 I INV. OUT=4993-+a 9995 0 +� LOT b�l .I .:.{ I W w rT, / INV. IN=4993:-s99Y13.Z 1 - F �I '! _ I I I N "4 50 -�I + FOCI Q'� LOT LOT LOT LOT 61 65 66 OPEN wa o 1 49 SCALES: LOT SPACE ID, I 1 S 1'=50' H 60 L �� I °=5' V I 000 r 59 1 1 5020 _ - 5020 ; m m 0 o a o m o 5015 1 5015 /5010 5010 - o - J N n FINI 3HED GF ADE - 1 Z(n a N a II �+x 1 EXISTING — 5005 (J')LAJ C71 5005 rn m +x t x >_ME rrj NV)cY �I CD N a- - - 5000 C/): ZQ 5000 CD_ N � 108.06 OF 8" � cn SDR5 PVC !! AT A SL 0 9 3: CD I PE OF - -- -- L'iZ O 4995 N N Z O 4995 U + - HH P - Z Of CD 298.4 F R- 4990 a,35 �� A 79 .$ s Z 4990 �c¢ L F " c P n u N NS O> t pZ - 4985 INV OUT- 4986.85 11 n _ > z Z P -_-. _ - - _ 4985 1 = ZI o— — f > >z z 4980 PROJECT NO. 4980 2336.013.040.0310 u ro rn ,? o n o a N m rn n� N �p Q '° '� SHEET NUMBER 0 O O O �, O O O O O O O N ch Sil I 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 PnusuN-sowc I 1 T NOTES:WE S TR I D GE 1. FAIRWAY DRIVE TO REMAIN OPEN O TO TRAFFIC AT ALL TIMES J ABBREVIATION KEY ASPHALT NON-SHRINK BACKFILL MIX o w=< a MEADOWS N0. 3 2. AT NO TIME SHALL SANITARY SEWER z LOT SERVICES BE HAMPERED OR IMPAIRED INV INVERT INGREDIENTS I HT - o z I TO ANY OF THE SUBJECT PROPERTIES. T SSIEH ELEVATION SEWER MANHOLE 1' I ��Y r a c C �.. CEMENT - 0.45 SACK 42 I_BS. 6 UIII UTILITY 040 FT +ARWATER (ENTRAPPED)LONS 59 325 LBS. S z$9zaoiz — - EASM'T EASEMENT COURSE AGGREGATE rn STA STATION (1" MAX. - SIZE 57) 1700 LBS. EX EXISTING z ?` SAND (ASTM C-33) 1545 LBS >MH MANHOLE - o o r STA:0+00 rn. (SALVAGE 8 RE-INSTALL STREET SIGNS 2 PC POINT OF CURVATURE -�/ _- 3912 LBS. z a w SSMH N:LX. 1 IN DREG.LOCATIONS PT POINT OE �J RIM Et.-4887.03 / N N l TANGENCY H N - - - - I / O START WITH 30-32 GALLONS WATER AND < " a $a INV. OUT=4879.41 DELTA in 'j 0 R RADIUS \ ADD MORE IF NEEDED. 6" SLUMP OR LESS o iINV. IN=4879.44 �� a / �j� I TANGENT (\J) IS DESIREABL E. L LENGTH 3Ab I �HU I NI / rq SS SANITARY SI WE R 0 SflT : SAFET SUBCRADENON H HORI/ONiAI NON-SHRINK BACKFIIL ,: HUR - CJ� V Vf HIICAI TYPICAL PIPE BEDDING NON-SHRINK BAMD(ITO SOFT USED IN ALL i WFS RIDGE n`' fi / �n uNEAE IfEI �' W i C.O.13, CITY OF BOZIMAN �- PAVED SECTIONS OF KAGY BLVO. R/W. NON SHRINK BACKFILL DETAIL 2. ASPHALT SURFACE TO BE MACHINE CUT " MEADOWS N0. 3 W (,p SID STANDARD V BACK ON EACH SIDE OF TRENCH. Cf LI; r _ v U I INV[RE G 3. NON-SHRINK BACKFILL SHALL BE I O F 1 �'., rA',IINI k Hlllt l'OW R ;NO';'JNf, I INV(RI ELE VA IIUN 'u xn rINJ 117AC1(Xt IU f.(I(Xt0 1(X:A IIIMI', OI CI NII RLINF POURED TO WITHIN 040' OF THE GN „ 5 PIRA? 101 XI.AVA IIUN I{CI HUNIfD ASPHALT SURFACING AND ALLOWED ' f,Y ;r C T ( T r - r i CONIR. 10 OBIA SIRE I I Q33-!jRMI IS if I II 1 F PHONE TO SET A MINIMUM OF THREE HOURS W 9' t - Q PRIOR TO PLACING ASPHALT. `"`-' o I SS 1 - / — SAWX'lll I'AN MIN S II r 12,Wit PWI2 POW(R i i z - ;- S� 7 RI I'I ACI ASPHAI I I 11 C'S 4. 0.40' MINIMUM DEPTH OF HOT ASPHALT, 1. ,\ ) PLACED IN 0.20' LIFTS WITH EACH z (IT 1) � tiff U �L _ BEING COMPACTED. 5 TACK COAT SHALL EDGES AND BETWEENBE LIFTAPPS OF PLANT ED TO IT MIX. SIA:1+2.5 6. IF THE ASPHALT IS NOT PLACED THE o SAME DAY, SLURRY SHALL POURED RIM f I-4881.22 n� � TO THE TOP OF THE ASPHALT, AND A V. OUI-4818.28 �q \\- MINIMUM OF THREE HOURS CURING TIME s V. IN-4878.88 C� \� = PRIOR TO PERMITTING TRAFFIC ON THE SLURRY: PRIOR TO PLACING THE i EX ASPHALT SURFACING 0,40' OF SLURRY '--' ys. 7 MIX SHALL BEV REMOVED, AND THE STA 0+00- 1+23 STA 0+74.5- STA 1+ EXISTING PAVEMENT SQUARE CUT TO A MINIMUM OF ONE FOOT BEYOND THE 'd REPLACE 11 F 8'SDR-35 PVC NON SHRINK BACKFE.L. OUIR TRENCH LINE. f j w/10" -35 PVC / WITHIN KAGY BLVD. R i-OF WAY d iREINST EX.SS SVCs IN ORIG LOG.41 SALVAGE h RE-INSTALL EX.IRRIGATION REPLACE 12 LF- TO.C B. / L�NETYPE LEGEND WESTRIDGE P.U.D. SPRINKLER HEAD/VALVES CURB&GUTTE S DI BY ENGR.S ALES: NOTIFY BLDG.MANAGER PRIOR TO SHUTOFF OR C.O.B.OFF LS --- — - — LIMITS OF ASPHALT STRIPPING g 2' H GPA 406A j oss 10" SANTARY SEWER MAIN "-2' v PARCEL BURIED GAS LINE - CENTERLINE TELEPHONE--�--- ---- BURIED S I PE TRENCH BACKFILL N R NK BACKFILLae86_ 48a6 s a x a x a Z m m C 3 4888 w ° EXI NlD +aew i o a o'h' - — - -- w ('RO ND = � u a z 4888 �- 4886 ----- - - - - - 4886 1 / -STA +63-5 Z 4884 EX. T L. _ - - EX. UR. PWR. -. - ..- - - - - - -, -- - - _. 4884- Cn L,J � STA 0+76 Lil -j 0 J m + 4 82 EXIST,S q 0+477 E . GAS m < -- ---- _. STA + IF 4883.71 J (n� � Q EX. 4" SS svc. --- - - - -- _ 4882 w Q ~ STA 0 41 �o\v) LLJ EX. 6" SS SVC. W 4880 _ _ RC OVL 119 L 8" SDR- S a_ � CD-- -- w +O" S - - - - 4880 �NOO -- W CD S = 0 Z Q 4878 ' 4 Q Q I_ -- _ .445% l EX. 8 o— Qcf) --- Zz m^ _ - - - - 487e � L� �a � 4876 n u - - o -- a - --- - _ 4876 z> uIl 'o OJECT N0. <v o m v n m o m o -- 2336,013,040.0310 16 SHEET NUMBER 1 - OD m m w w ao m m I a a i S 12 _.._ --- a+oo o+ao o+ao T+2o - { j t LOT _e CIRCLE \.. LOT I I LOT 7 �/ / / z W,_ _�< I I 1 LOT OPEN I 2 W� � = / V SPACE I I 1 LOT boo/ 3 /� / PHYD ma. ARROW NUT RLLV. QI 3 o / ( 1 � STA 4+75 11.35'L I 3 ( ) o �2 \� / LOT / / , t deJ2.a2 INSTALL 12'MJ 22.5'BEND 4 c SOJIB•d! STA 3+24.11 10.2 L I Q-` a w T.B, 3 COMM. LOT 8" S CROSSING a',; 1'3a 3�� Qom/ f / 6 /// , 4 5622.211 2 BOi OM OF SEWER=5024.85 I , ci/ x" LOT j / s sonso _ TOP OF WATER=5023.28 Ly}, ',wa S��Q / 4 // f fOJZ. \ MAI FAIN 18"SEP. C,� Z W TA 5 11.0'L �,�/ ti _ 7 Ot/.L# STA 3+34(9.9'L) INSTALL 12' `W INSTALL 12'MJ 1 11.25'BEN / fI/y.30_ 1.25'BEND ,.o/ L 0 T ' . I \ S1A 2+99(12.5'L) ! ��k INSTALL 12"MJ 11.25'BEND J / 'Y STA 2 43(12 6'L) x �( 1T -- -\ \ INS 5+12"(MJ CROSS / / 12 f00/.7N INSTAL 12'MJ 11.25'BE a;--'-- \ w/T.B., x8 REDUCER i �. ' STA i.T07(11.0•L) TOOWCER TO EA /,/ If f0//•/3 z °�' o : INSTALL"2%6X12 MJ TEE / W - _-- -o----____ y / / N N z w�T.B.&'30 LF OF6"DlP 'o'er / , /t 7.$1 _ J� i" / ,STA 3+ 4. L --- - \`\ \v / / x� 20 SOIj.77 -P s. ` `\g INSTALL•.6"MJ.END CAP /� , O p F\ / / 'WITH T.B. iNV.Solp.)0 .,Fl / INSTALL,12"BU}TERFLY W.V. \ \ \ / Ll J T.B.V.B.RIM EL=5031.52 STA 3+62(3.6'L) \ \ A + HU IN 12"BUTTERFLY W.V. / 4 \ �Oq�'P \\ s � ;9 � -, ! STA 3+13(10.Q'l) ZvsT4c1 INSTALL 12%6X12 MJ TEE& � !�� . INSTALL 12X10z12 MJ TEE w/T.B. 2.0,VA&VE FHYD ASS'Y w/6"MJXFL \ � \ \ W T.B. V.B.RIM EL=5036.39 / // J i P / '`� CONNECT TO PEACE PIPE W:M, INT ELT. yy,V.&24 LF 6"0.1.HYD \ IUSTALt 2.0 / / , F �. V \ VAL✓f NNT LEAD PIPE w/T.B.,V.B. Q\ MYD N0. STA 1+74(11.0'L) - - _- - -SNSTALL LO VAL✓E NyT - ""G �Q `� \\ / / N / `ter V INSTALL 12XBX12 MJ TTEE ExT.47.0'.PB✓W W. '�\ /Q / `\ / w T.B.&52 LF OF iNYD N0.2 ' p" 8"D.LP. r� STA 1+ 4 41.0 R W.V. w/T.B &V.B. INSTALL 8"MJ END CAP INSTALL 2.A'VALVf NUT Ear. \ \ i / ;, � �. WITH T.B. INV'.4020. COMM. LOT STA 0+26 (11.0' L) 1 \ 4 / rS7 - / STA SH6Q(IL0'L) a \ Y REMOVE 12 BU12"TTERFLY END CAP AND STA 8+21(11.0'L) f , INSTALL 12"MJ END CAP Imo. ~" \ INSTALL 12" BVTTERFLY SCALES: W.V. w/ T.B. & V.B. 1 =50 H INSTALL S'Y. 2 MJ TEE& \ / ' , W/7,6. I ol� I FHYD AS$'Y w/6"MJ%FL \ V.B. RIM EL=503 1 =5 V W.V.& LF 6'D.I.HYD ` SN5TALL 2.0 VALVELVE NUT EYT. LEAD PIPE x/T.B-,Y.B 0' 1 7:NSTALL 0.5'fN D Ez1: / / n tNSTA L 859 LF QF s a r 12" D.I. m m m 1 5045 �M 2 tt F 5045 4� + 04 a� FINISH D CE GRA E Y5040 E XIS'nNG o _ 5035 II _ ROUND v $; + SULATE WA T R MAIN AT _ -� 1 N C LVERT CROSSING SEE IN_ITALL 88LF " R PA II 35 00 033. 3Ln IE ®CL 5 tl .5'MIN.OVER REO'D \ m$ ? 3 _ NAGAS L WE INSULATE ATER MAIN T 3.5' MIN. SEPN �, /' _ _ - __ - _ 3 EP CY]W >Llf + 50 CULVERT C OSSINGS SE 11 t oo STA 7+ 0. 8/ _ _ - NS LATE WATER MAIN AT C/)M p - - CULIERT 0 G .O SE 1 Li3 Q IE ®CL-5027. 7 6.5'L6N. e4 - -" C O (L% Cn ~ 1 �» INSULA E WATER M IN AT 3 COVER REO' .T j _ 3 _ z� Ofi m 1.43' �CULVE T CROSSING SEE - -GIN. SEP. 3.5 . SEP 4 ry a- 5025 = I c +w V) w O 5025 Cif � - LLJw O to R J - �_ •- U k 3�V: � _. V �� d u m cn 3> �2 z Cn 5020 _ hV�.a ^rye O. �O �m ��V� �' ti Y�Qo.-\ •. �.�v,�5020 U7 I v ? "V ?�b 1 h 12 K a IN ti •7q F hx� ' $ 5010 5 PROJECT N0. � I 1 2336.013.040-0310 lD o W b O n xT M N 0 N .- d) N M � O N ' j h f N 7 to --F- '^ N "1 M 8 M M n i.1 M N I M + Ld vi SHEET NUMBER N N N N N O O O O O , -�_ -- - - - - 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 ------ _- _ PP-1HRS.DAG -y J� - - N COMM. LOT =tea \� LOT 2 28 m= "a w a a \ U d Z s SPACE LOT STA 3+32(11.0'L) \\�� \\�� 27 J'9 Wa'z< o S \� INSTALL MJ 10X10X10 TEEOPEN x STA 11+61 11.0 6<ka STA 1+95 11.3'L WITH T.B. e ( ) STA 3f08(11.0'L) SPACE INSTALL ASS * 0 MJ TEE h ,A, x 2 / O N i o W oa INSTALL 10'MJ 22.5'BEN LOT \ / INSTALL 10'MJ 11.25'BEND \1 FHYD ASS'Y w 6 MJXFL o o W o rc x WITH T.B. STA 3fB3 "joo L / W.V.k 16.5 LF 6'D.I.HYD U' / u u m a w 0 INSTALL 1Y \6 MJ TEE kPIPE $ m a o z HYD ASS'Y w\6'MJXFL - 1 26 LEAD w T.B.,V.B. � s'o o \ i W.V.h 16.5 LF 6'D.I.HYD 1 l tz.o / / LEAD PIPE w\T.B.,Y.B. \� 1 I STA STA 11+62 11.OL :; �( _ �FN D Mo.1 NOTE. -_�-_ 1 LOT T INSTALL 10'BUTTERFLY W.V. io'--_-_ 1 y W\T.B.,V.B.RIM EL=5012.94 w ADD 4900 FT TO CURB 25 \ STOP ELEVATIONS ( zz4 ) 1 l ZNTTALL 2.C'YALYf fxj, ------ - LOT 23 LOT STA D+11 Ito L ., �_ - -— a a q CF �\ �V 24 INSTALL 1�(10X11i MJ TEE ' — — z� _X p� \ r STA STA 7+32110.1111 w\T.B.-CONNECT TO �- �� _ / 'a � p� Q '� / o INSTALL 10�BUTTERFLY W.V. /� �F\ STA 7+37 10.5 L LITTLE HORSE DRNf W.M. - _ 1 W T.B.,V.B.RIM EL=5019.88 ` LOT �"' - ?<' - INSTALL 1OX6X10 MJ TEE AI ` - 1 ¢ - - \ O'yP SNiTALL Y.C'VALY MT n 8 FHYD ASS'Y w\6'MJXFL W.V.k 17.0 LF 6'D.I.HYD /N LEAD PIPE w\T.B. V.B. / �Y / LOT \ ;;6 F .AM.7 - 1 IN ALL 10-BUTTERFLY W.V. / l CJQ - 'N/N. ,a.z 1 8 1 W\ B.,V.B.RIM EL=5030.91 SfP. -`�- -� 1 ' , =NS ALL 2.0'VALYC NOT&AT. 1 I o it 1 --_ 1 / INSTALL 10'BUTTERFLY W.V. ^ �- \ r - V /" �0/ $J IN r. / F T.B.,_ _ 1 W V.B.RIM EL=5025.69 - /� o c f I I r�rarAlc 2.o rA1w rar ex $ e_ ° I / / 1 7 v COMM. I I I LOT ^s G - -t / "� I LOT 1 1 1 11 W zas ` LOT ^ F LOT I < I b STA 7+57(8.T L) -- _ __ lT STA 9+24(8.T L) C I I W 3 i _ _ •JJ INSTALL 10"MJ 1t25'BEND ' 16 INSTALL 1D'MJ 22.5'BEND �` - r � �1I I 2 I ' W1TH T.B.CD �� .�_.+� 1L'X STA 8+34(11.0'L) 32�, W f ' 'w� LOT !S INSTALL 10'MJ 11.25'BEND LOT W I I LOT 12 g 1 � d or~ ; 10 LOT Wo OPEN a 13 LOT - SPACE LOT I SCALES: 14 Q 1 =50, H °w LOT 1�=5 y' 5040 5040 s STA 0 11 TO STA 1 +00 It STALL 1288 LF OF 10" D.I.F.- m I � a p U < I 5035 5035 I EXI 3TING GR UND 5030 5030 FINISHED GRADE 5025 - -- _ 5025 O _ - INS FALL39.5 L_ 18 RCP V) O ~ 6.5'MIN. _ -�_� IE ®C =5019.69 0 m W COVER REO'D - --- -- - o N7 o i _ _ f'T 5020 5020 .- ;�N �O W C/-) i 1.5' MIN. SEF. O 5015 g �� h- 5015' — --- _ N Q O:ti L.Ljw_ og u 4 — — Cam~ W D IW < Q ;atY ?' 1 SULATE WA ER MAIN AT 5010 H23i+ d ULVERT CRO SING SEE - 6.5'MIN. Z 5010 (n It 5005 m o ; b h ~ 5005 STA 11+62 •ti `-�'m ? w 1N57A(! ICY BUTTERFLY STA II+67 ASS1; lASTALL lBx6xl M.J. IfF W.V, w .B., V.B.4 2.0' FNYD MJXFL VLV y VALVE NO fxr.. 5000 ^2� y o — I rIvoja's,F YD An.B 5000 PROJECT N0. 2336.013.040.031 m n rn N N N a e a a n m' rn n a rnl n n rn n n a+ Go ao tti N a ri N ri N N N ri o SHIFT, NUMBER 0 o O o 0 0 0 0 0 o p o o p o 0 0 o 0 0 0 0 p o o {/� 0 N WN 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 PP RI-w.owG ..y i LOT LOT 32 33 Y OPEN STA 18+24(13.2'L) I r� LOT INSTALL 10"MJ 22.5'BEND _ SPACE o for 5 WITH T.B. g c I 31 m z a w STA 23+39 11.0 L �ia' u��orc STA 16+19(9.9 L) y'" — — 03 z r ¢ INSTALL 10X6X10 MJ TEE& I Lyj U f { INSTALL 10"MJ 11.25'BEND '8 i —_ - _~ = FHYD ASS'Y w\6'MJXFL I a W.V.k16.5 LF 6"D.LH � zoo 3oz�� ' LEAD PIPE w T.B.,V.B. I � I I T os., / --_--- 10 U f G�'J I INSTALL 24 LF OF 8" _. J 4— J•� //- �_., - STA 21411 9.4'L `"•a„3 N '�._ ( ) LIJ D. AND 8" END F a�°p1•.,,_ y 'I 30 'J ��"- - o -��_ ` IN5T 10'MJ 11.25'BEN �� CAP w\T.B. SNV 6 sY997. 6 a g fie`y�; 1 1 .O•j'�i o z 'r STA 26+99(3 1 .5 N f P ASE ; • B. I INSTALL 10'BUTTERFLY W.V / - P - IIj,ALL 11LMJ LL25'BEdD_ RASE 'o. iW j el -T. V.B.RIM E1=705A4 / !� _ EA C E— _ PHA 3 R, 4, P PHA E 1 - 07 APE DR ---a____ --f•� 1 , _ _�.,,"�• '�a, ----- --------'---o— z __-___ -p_ f- r w r o z X e _ Z LOT � � 29 / ° LOT ! — — — — — — e_,— — 10'PU.E_ STA 16+31(9.5'L) 9.7 : e® Ica) INSTALL 10'MJ 11.25'BEN 22 8 _w. oe Y o� �0 oa.e H LOT + OPEN STA 23+44(11.0'L INSTALL IWX110 TEE AN STA 16+04 6.3 L 21 - __ '� INSTALL 10"BUTTERFLY W.V. INSTALL IOX6X10 MJ TEE& SPACE 24 IF 8'D.I.STUB w\ 1 I / HYD ASS'Y w\6"MJXFL T.B.,V.B.RIM EL=4998.5 5 W.Y.k 21,6 LF 6'D.I.HYD /� m SUSrALL 2-D'WLV6 rrnr. LOT LEAD PIPE w T,B..V,B. _ �--+ ' l Rero.Ara 39 LOT LOT ' LOT 20LOT 4 - LOT - 3Z—. - 38 ' LOT _ 19 ADD 4900 FT TO CURB STOP ELEVATIONS SCALES: �'a 1"=50' H 1"=5' v 1 i L/ � LOT; MINOR SUBDIVISION 85 (AMENDED) I1 TA 13 00 TO ST 2 +C7INSTALL - 3 I 5015 s 0 I STX�LL 1395 F OF 1 b.l. _ I sot s P pc m < 5010 tt 5010 -- m I _-- FINISHE GRADE nLL e 1 5005 - — - - -- _ T r ® STA ?1+83 _ i a _ - F a L 60L 60" EOUIV. 5005 -_ - _ ---- FINIS FD (L GR F EXIS I1VG _� \ ---- INSTAL IE ®CL-4995.87 O I COVER FO'O ��_ - GRO ND O 5000 N O Ji� - --- _— 1— - - — L 1 1 --- --- --- ---- -�__ N (/0 Q NoJj � 4995 -- — - s¢ __�__r'_ 3 5' MIN. SE (n � d - -; zz cl- CD + i- I 4990 a _ j LLJ LJ Q rl) +T nir � 0 I - 1 — AT ,— — _._ �� w (�ILL- - LLJ I CD 4990 --- —' —�. - `� m,'-'- _ ,° of 1 C'JL RT CROSSIN SEE z Q 'I Jb •a�- "•i {III x I h (17 Wczi h 4985 z I = Ln 4985 _ 1 < Q 4980 4980 4975 PROJECT No- -- 2336-013.040.0310 4975 — _- � � � rn r °i SHEET NUMBER i -. T O N 01 O 10 O ♦ Y < r` (C In GNi Oni T W N O h J N O Y M M q fl d '6 0 o o o g g a v a v b ad o n n g g g � g o IIn 0 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 rP-wriowc I I I rL ;u f I r ( U) ' TA 31+99(11.0 L NSTALL 10Xft TEE AN 1 24 LF 8'D.I. 1 ND CAP AND T,B.'s STA 27+93 12.6 L - INSTALL IOX6X10 MJ TEE 8 E/4C GAO 1 ay990./ CJ HTW _SHTW4 i FHYD ASS'Y w\B'MJXFL STA 30+05(12.0'L) - - INSTALL 10 MJ 11.25'BEND W.V.$14.9 LF 6'D.I.HYD z o LEAD PIPE w T.B.,V.B. _ w P r STA 30+47(12.0'L) I I I i SCALES: w - P = N zo MYD J 1 I LL 10"MJ 11.25'BEND ( / 1"=5 H o �, 1"=5' V a a + - TA 32+03(11.0'L) OPEN E N �• N NSTALL 10XBXIO MJ TEE w/T.d. S PHA ___N- +4•-�� CONNECT TO S.GRAF W.M. I —1�- o 4 l o. a SPACE PHASE 1 _o' _ -- ---o----_ - �' ADD 4900 FT TO CURB • ' co _ _t,-- o`\ _ I HASE-y ¢' STOP ELEVATIONS ( �Y+ ) z W N Cl. -__ -• __ - PH Sf STA 36+33 11.0'L) '�-'& 5 9R INSTALL I0X10X10 MJ TEE AND 10.8 MJ REDUCER w\T.B,'s N J CONNECT TO MORNING SUN W.M. ti w a -P_ o ,`F_ i \ � Q I 2 ! STA 31+76(11,0'L) O� PHAS_,,-_ a,a J 8 INSTALL 10'BUTTERFLY W.V. �'E r OPEN W T.B. V.B.RIM EL=4998.E / r - TA 36+45 PEACE PIPE(11.0 L _SPACE LOT — \ +01 SWEET WATER(11.0'L) �' *�_ U Q NSTALL 8*M.J. 11.25' CJ LOT / �h 61 _ �___ �� ' END 4C c I STA 32+12.60 11.0 L � STA 36+82 PEACE PIPE(3.5 L �•E LOT (� r 2 8'SS CROSSING mg \ \ o - iy, 0+38 SWEET WATER(3.5'L) LOT 39 / m y� INV.OF SEWER=4984.6E y' ! � INSTALL 8-M.J.END CAP e I F w I \ \T.B. iNV-49l9, �w TOP OF SEWER=4985.32 ^`. g5 38 - `Z. /;.`'N BOTTOM OF WATER=4991.50 1---ti x d MAINTAIN IB"MIN.SEP. r LOT ---"_------ - -- / 1- � STA 36+09(tt.o'L) �g �� .;. ►� " S INSTALL 10'BUTTERFLY W.V. T.B. V.B.RIM EL-4999.01 A1.r o ~� -� LOT I/ / LOT 3Q \\ / 0TW2. OPEN 60 �� / SPACE 4 5015 s 5015 — m STA 27+OC TO S A 36+ 2 INS1 ALL 9 9 LF F 10 .I.P. m m � o < mo 5010 5010 5005 I 5005 - Z EXI 3TING STA34+1 .16 O GR UND FIN HED G ADE 1B' 5000 N_ 5000 STA 27+52 ®CL=499 .83 - - + IE ®CL= 993.6E w j __ — - --- ---- --------- — �\\ ----- --- __ 499$ �� r¢- cn>499$ w c/1 -- Z -- --- CEO LJ - 3 MIN. SEP. - Lv CD (n CD 3.5' M N. SEP. - - 4990 W W Q +f 4990 INSULATE WATER MAI AT q U~LLJ w CV MIN. CULVERT RO Z 3 - 4985 z Ic h� m m ER ¢• �yg�m?�i a m! obmo� a i �v�''i^'� 4980- 4980 z Q <`1�NO iOV H 2� z N Nw o Z a voi a 4975 PROJECT NO. 4975 00 2336.013.040.0310 N n N o r1 n o of ao n SHEET NUMBER m m rn rn m 6 ^ ^ I` I` m ad vi Ni a N rn rn rn rn m m rn rn m m rn rn m a a a a a e a a a a a a a a • < a W4 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37i i .� i �. ABBREVIATION LEGEND OPE /� C.0.6. = CITY OF OZEMEN FHYD ASS'Y FIRE HYDRANT ASSEMBLY LINE TYPE L GEND < �`C ROW = RIGHT-0 -WAY BUR. - BURIED tl SP A C / ,P T.B. = THRUST LOCK TEL = TELEPHONE _ - - EXISTI G DITCH BOTTOM `\ V.B. = VALVE B X CATV = CABLE TELEVISION - TELEP ONE CABLE BURIED \\ W.V. = WATER ALVE R = RIGHT --- EXISTI G GOLDENSTEIN CENTERLINES o a 5 w g a / P.L. = PROPER Y LINE L = LEFT - 16th INE OF SECTION ' I I = z$w z w € EX. = EXISTIN EL = ELEVATION __--- EXISTI G EDGE OF PAVEMENT \` I I ' ; I C9 s� SE MJ = MECHA ICAL JOINT W z 3a 2 w/ = WITH - EXISTI G RIGHT OF WAY S A 0+35(11.0 R) O.D. = OUTSI DIAMETER TV = TELEVISION CABLE TV CA LE BURIED �- a a o 0 f,{tJ INSTALL 10'BUTTERFLY W.V. HASE 1 D_ k Th's u i^ +J m a o CL = CENT LINE 16 W =16" WATER MAIN 10" W TER MAIN I I w a 16 W =16" WATER MAIN 16" W TER MAIN Tl j j I I U -mu- ON a w w/T.B. &VB. RIM EL=4999.12 Wi T IN i 1 VA NUT EXTENSI STA 0+40 11.0 R 'A, OVERH AD POWER I R o a > GAS PI E LINE BURIED S r! `S INSTALL ASS'Y w 6 MJ TEE& I i o i o z a o FHYD ASS'Y w\6"MJ X FL � � I I I I W.V.&1&5 LF 6"D.I.HYD NASH LEAD PIPE w\T.B.,V.B. NOTE: SaRlMG CR PHASE 2 ADD 4900 FT TO CURB EK PHASE 1 s 4 ' ' I I I - ��x�� STOP ELEVanoNs ( _ • ) OPEN I OPEN P SPACE �- I SPACE STA 4+08(110'R) ' 'Q EN D CAP/NV SAME AS '7 1u INSTALL IOX6X10 MJ TEE& ' / p I TA 9+87 11.0 R h j \ �,` FHYD ASS'Y w\6'MJ X FL i F- I � STA 11+90 (11.0' R) NSTALL 1OX8X10 MJ TEE w/T.B. I (- ier••6 WV &16.5 LF 6"DJ.HYD STA 8+03 10.4 R 'LJJ TUB 8"D.LP.46 LF TO PHASE Iw I INSTALL IDXlOX10 MJ TEE ` 11' MIN fl (TYP) _ LEAD PIPE w 16,VB NOTE: INSTALL 10X6XI0 MJ TEE& _ w3: INE. INSTALL 8'END CAP �� I AND 10X4 MJ REDUCER SET S1A 1+1 10.6 R SEE DETAIL r INSULATE HYDRANT LEAD PIPE FOR FHYD ASS'Y w\6'MJ%FL ' ' TH T.B.AT PHASE LINE I I_3 I VERTICALLY W\ 4' 90'BEND, i T.B.'s AND MEGA-LUG JOINT ; INSTALL 10"MJ 1L25'BEND S8 \ FNYD NI•/B EACH HYDRANT AT THE ROAD SIDE W.V.&16.5 LF 6"D.I.HYD , 13 0 22 V y40 ' / ,> p DITCH BOTTOM. SEE DETAIL 3 LEAO PIPE w TB.,V.B. I INSTALL 10'BUTTERFLY W.Y. w� 14E D.LAITO CENTER OF NTS AND 15 LF 4o DIA. w`� a z \ STA 8+32 9.8 R I�w STA 0+00.00 (11.0' R) \� ® SEE DETAIL INSTALL 10"MJ 11,25'BEND , I Iw zei.4 \ ��^^^JJJ w/T.B.&VB.RIM EL=5012.34 VALVE VAULT. INSTALL 4" '^ NYD N0. - INSTALL 1.0'VALVE NUT EXTENSION I°'o APCO 149 C COMBINATION AIR IN SS CROSSING h - - -�, PE1 kF 2 Z VALVE IN VAULT SET ,0" TEE / TOP OF SEWER=4986.80 ^^g \\ _ ---_-- - m cz 1�' VERTICALLY AT MAIN. 4" LINE _ TOP OF SEWER=4587.46 Q \ % - __ ~�- I W IIIIJJ/ I i Lu 07TOM OF WATER=4991.51 ---- - - - �" \ ___- - o) ._ 1 TO RISE TO AIR VALVE AND 0T LOT ® ----------- - J - - _ I AND VAULT). SEE DETAIL® 4 ' Q / 6 63 T 4+03(11.0'R) : �-_ --- -_-1-__®------f- __ IN - `__ _- I , INSTALL I OX6X10 MJ TEE& / �8 DRIVE � -_� _-, I I FHYD ASS'Y w\6'MJ X FL W.V. ;2-- TALL � ID"BUTTERFLY W.V. y ro \ \ RN SUN No.02718-4,w/ LD'EYT£NSNN h LNG �_ I,' PER C.O.B.STANDARD DRAWING T.B.&V.B.RIM EL=5001.69 �. _ M O�- - - - - _ NSTALL L0'VALVE NUT E%TENSION.+~~ U2.1A - - - - i &16.5 LF 6"D.I.LEAD PIPE T.B. w v s a + 1 . LOT o r \ LOT O a _ I& v.e. 8 oz6 INSTALL 10'BUTTERFLY W.V. _ 1 + I W 50 8, , __ STA 12+61 1.6 R 5 w/T.B.&V.B.RIM EL=5005.85 I _ 64 NSTA 10"MJ 11.25'BEND nnl ' ; STA 0+19 11.0 R INSTALL 16X10XI6 MJ TEE ~~ �_ A + 11. + INSTALL 1.0'VALVE NUT EXTENSION jj W END CAP TO NEST AND i.8.' LOT NSTALL 10"MJ 22.5'BEND �>h �, IppSTALL IOX8X10 MJ TEE w/T.B. CONNECT TO GOLDENSTEIN W.M. �'• W 9 I I l 61 �� TH T.B. OPEN �' NCONNECT TO S.CRAF W-M- A , + I1.0 R LOB LOT LL_j ,,• ROVIDE 10' WIDE GRAVEL I INSTA 10"MJ 11.25'BEND] O m SPACE a I I / 60 ,\\ LOT �� w� CCE55 DRIVE AND INSULATI 3 a OVER PIPE AT CUL. CROSS! I a 6 6 �' 3 / L/ SCALES' 11 59 _ I LOT . ' I I I a❑❑❑ a 51 S - 5020 49 oto 5 STA -0+11 TO ST 12+ 1 INST LL 12 4 LF CF 10" I.P. 5015 5015 5010 / + < 5010 m rn F a FINISHED 1, G ADE - - ----'- r - EXISTING _ r-,Poj min N 5005 6.5' IN. r VV COVE REO'DS7 C)5000 W H- O V 5000 j H- .; 1: m� � . 6.5'MIN, S- I o ^ _ - 17 Z Er N . SU44L�A RE WATER MAIN A COVER REO' h i =� v - �� 2'N CL UL1 RE CROSSING SEE - ' � o .o C � 4995 L ��. . MIN. SE 1 -_ - w ; g� aov.�"„ _� : $ 4995 (/") Z + 87 4990 s b� W 18" MIN. - _ _- �., 4985 0„` „��•' } •'-d� eZ3 am <�� a•h -- �` 4985 m I io 4980 - --- - __ 4980 PROJECT NO. 0 ^ 0 -- --- 1n 2336.013.04 0.031 0 L $ 0 OD SHEET NUMBER$ $ 0 0 0 0 0 n jJ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 RRMsuN-wDwc-- i oI i 1 41 ( r` tt�w�NrcpF p nV 4Q�< / 3 // I I I +14 I OT / I I I NSTA X10X1 TEE COMM. LOT' { I ND XIO DUCER ON Lil ST .s. CT TlE HORSE W.M. U Q I I I to NEETW VA -0+44 I 1 1 LOT IU I a I 41 14i_Q 11 1 0 L NSTALL 8" MJ Er/D / 1 `L £ ` I I p z i o w Zia LOT AP W\ T.B. I/ J I Lid I U is �d 9 8 LOT w STA 3+66(11.0'R) 8 INSTALL IOX10X10 MJ TEE 7 / / / / I •.m'��' - 8 STA 3+05(9.4'R) WITH T.B. / STA +32 LOT LLl ao�••---_p a �,� INSTALL 10"MJ ti.25'BEND J STA 4+58 11.0 R � � • INST LL 10"BUTTERFLY W.V. qQ' STA -0+11(11.0'R) / $ $ INSTALL IOX6X10 MJ TEE W W .,V.B.RIM EL=5032.77 3 = I = ' INSTALL 10X10X10 MJ TEE w/T.B. / s.v < $ w\FHYO ASS'Y h 6"MJXFI / F / a ' .Y �.a= CONNECT TO PEACE PIPE W.M. az9 Y e. W.Y.&35.6 LF D.I.HYD LEAD / 0r, 1 • �o�, m y- a —TS �` ]9a PIPE w\I t$S,VB.f110$( / / `S. 1 %fP.. og� OPEN T 11' MIN. P. (TYP) !� -rU - - - - - - 4.63 / / IN 1 MJ ` // / g SPACE - - — -i- ` ' TEE - NECT u N o m i of INSTALL 10"MJ END CAP I a w\T.B. WHI E EAGLE CL - A / �<v / SWfE 1 I ss �w / STA 0+02 11.0 R 1 :.1 a` 10' PLEE. � Si.� O� / // OT / � � 8 4 8" SS CROSSING < w8 ze.9 8 rL / // 4 / o TOP OF SEWER=501 . 6 -�I LOT / '� / / SQ 2+6 BOTTOM OF WATER 5 1&46 ' �I STA 0+35(11.0'R) N" TA 1+23(12.8'R) � � - 6 / � 1 Q � ENV. OF WATER=501 8 STALL 10"BUTTERFLY W.V. NSTALI 10"MJ 11.25'BEND •+� / v /40�Q/ 1NSIALL 10�f1 10 MJ TEE \T.B.,V.B.RIM EL=5026.2 / •y' / /� / � w\TE EA ENW M.. TO { NETALL 2.0-VAJ vZ mW 298(1 .9 h I I { INSTALL I RFLY V F ® / / / /yS�S� I I I .B.RIM EL= ST 7t42(11.0 R) LOT p INSTALL TO-BUTTERFLY W.V. /� / OPEN 5 _ I I W\T.B.,Y.B.RIM El 5029.5 / rk 1 1 1 1 LOT LOT LOT Y XNSrALL2.o'v4iv NUT / / SPACE � i� �v � 3 l LOT LOT / / / LOT W , 1 _ 4 �� 5 / / / �� LOT 7 6 C D 4900 FT TO CUR S OP ELEVATIONS o SCALES LITTLE HORSE DR. OPEN / /"_ / / SCALES: F/N I�� r `j 1"=50' H 1"=50' H RD S t =5 v I I — TA —D 44 TC S G � � S -- - — — --- 1N TA L 62: LF OF .10" D.1;.P. I m m m - - - o a p . I STALL 30 LF OF '8" D.I.P. o � � o mo S A T 0+11 TO TA: 4+65 - 1 � p" I.P. NS ALL 4 6 l F F _ 504_9_ I 1 5040 I ZO 1 5035 rn m 5035 I 5035 -..: - ST1IyG-- - w O t 5035 o�w _ -- — - G OUNq I m Z co F - o Q I 1 G ll, FIN HED GRADE =� �_ d �; FIIJISFE RADE 5030 w U k' 0 cn EXISTING -d 503d - _ 5030 - I - O cn ,! co T�-+- — 7QN - - ----- - '-- i - fN$ --Tt�W (.� _• 5030 o IN` A f 19' R P _ I J'mw.COVER T T N 6, wN. - Q I- {;L IN = 5 23.07 - STNC$ cro R RE D� 11 d_ L�J 1 5025 5025 - �- + 0 - R 5025 w O v I �` -- I — e INSULA WA - --- - — -_— _�. --� - ..� --_ Sd25 - CRO AT 01 U I— _ �- R MAN AT 5 5'MiN. � - i z Q �' O CULVER CR SING EE coven Reo'D - -- N -- m �' 0 Q CRO� 2-1 OET 502d ? ! 5020 N .5.5 MIN. SEP. 5020 5020 5015 5015- I 5015 - 2 I - - 5010 PROJECT NO. J z 501 I 5010 DA PifAf LEY -- ^ 2336.01 .040.0310 5010 50I0. 0 a a Go SHEET NUMBER n o mp a appo npo n w o? " "� �i �i 04 N voi I O _ _ _ _- -•_ _ _ _ _ —..._ 0+00 1+00 2+D0 )•� +00 1+00 2+00 3+00 4+00 I I rl I ` �zozuilp OPEN SPACE I � � � I � ION O J 13 LOT LOT I 47 w> 52 W «o I � o_ �o<e✓Nw�w 61 LOT OPEN O, o a' LOT I f I -----� \ p o �s� �maW W I 60 59 S ; PACE \ c� ISSH =J�J M $7A:1 -1 I 300�02<O 1 w i i STA -0+11 11.0 R 1 Im in �_ STA 1f65 18 R INSTALL 10XBXIO MJ TEE � I w\T.B. - CONNECT TO INSTALL BX6X8 MJ TEE h a ' ASS'Y FHYD w 6 JXFL PEACE PIPE DRIVE W.M. \"M T MATH IN ` 1 I W 8 W.V.B 16.5 LF 6"D.I.HYD g SCALES: ' J +n_ oo.e Fah � � vSINSTALL+6"MJ.11.25'BEND SCA ES: _ NTSA 11+46 10.2 R ( n .ssA_ STA 1 +00LEAD PIPE.\T.B..V.B. 3LOT 1.=50 H Q FN YD�•20 58 1 =5, v L T91 W -l' P.U.E. TAIL 8"M 22.5' V __ j w /( A LOT = \\l .`•'``: � ---- - ------ ------ 57 1 - _ ---------- _ ® 8 LOT ''r,. / ;'' o L 54 a�a ° �< 3 ItK 9 56 s 55 STA 9+ 11. R %' LOT OPEN 10' P.U.E �_--- '� INSTAL 8"MJ11.25' N / 45 SPACE NSTALL 88 MJ 11.5'BEND / Sr4, 'Oy TA 1+60 11.0 R 2+ ¢ \ " ," os., / fps NSTALL 8"MJ W.V.w/T.B., ;bl \ �� h<- .+ ,'l0' N F~ INSTALL 8"MJ 22.5'BEND v B.RIM EL=5000.43 WITH T.B. $ \� QG f, h� TA 5+92(11.2 R) J I N STA 0+00.00 11.0 R .'�� 1, a 1 " .'�'Us / // 09.9 / U . a SS CROSSING C c I rN V. OF SEWER=4984.91 o3s \Q,.�'9 -' STA 9+79 11.4 R Z " p1 TOP OF SEWER=4985.57 OTTOM OF WATER=499L52 INSTALL BX6%8 MJ TEL& �a TTOMN F sEP. LOT / F - _ -_ _ 'Jr �'p sus. FHYD ASS'Y w\6"MJXFL O "� — — 'a W.V.k16.0 LF 6•D.I.HYD T LOT 41 �, >44 LEAD PIPE w\T.B.,V.B. 44 '--' ¢ _ Krro Ara ri g 8 w LOT = -- - S�• /� o ,I - _ _ + J 42 ` o+•\ GFtP // 8'MJ NSTALL B" W.V.w/T.B. O �! STA 5+97 11.0 R _ _--- --- "- -- / V. .RIM EL=5009.3 �4 1 \ INSTALL B•MJ W.V.w/T.B. v _ / \ V.B.RIM EL=5004.89 - - _—- OPEN OPEN STA 6+02 11.0 R — TA 7+79 n. SPACE \ SPACE _z INSTALL 8%6X8 MJ TEE k $ ' TA 6+11 11.2 R 7f NSTALL 8'MJ 11.25'BEN —__ --_. .. NOTE: _ FHYD ASS'Y w\6'MJXFL NSTALL B"MJ 11.25'BEN INSTALL 8•MJ 11.25'BEND f7A /l.f'R) ADD 4900 FT TO CURB \ \\ LOT T W.V.k 16.5 1.F 6"D.I.HYD 75111 f"wrTq_i6"CfwO STOP ELEVA710NS 74 ) 1 43 �LEAD PIPE w\T.B.,V.B. - c \ 39 - o solo s 5020 -- N — STA —0 11 TO STA 1 +00 INSTALL 1220 L OF 8 D.I.P. Q 5015 5015 XISTING ROUND 5010 .Z w 5'MIN. Z 5O1 O _ OVER REO'0 J Z FINISHED GRADE = 5005 > I C 5005 - L¢LJ + Q mZ a ------- �I' =w LLJ ' 5000 O U 5000 — CovER RE or C7 O H atb Z_R GROUND e -�� N— C 4995 wOf 4 4995 _ Qom$ aim a� m�22 OQ � a c+ •+ i', Z 4990 < 4990 ; CD MIN. ;c + 2 •~ OW2 N Q h W = 4985 - ` 4985 Y B" SS CR SSING � m U TOP OF WER=49B9. BOTTOM F WATER=4 91.52 4980 PROJECT N0. 2336.013.040.0: N h Oo o N _ m N m a o N a SHEET NUM BE ul) Of O O 7 O 0 s � W74980 LO 0+00 1+00 2+00 3+00 a+oo s+oo s+oo +oo a+oo 9+00 10+00 11+00 1z� SVI-wwlw9 OPEN I I w SPACE hr� LOT W � i < shr 52 �� wB LOT 0o ckf 51 ---- — EL OPEN W o= os LOT SPACE W." 50 70. .. INSTALL B"MJ W.V.w/T.B., Z1! 11 fl V. RIM = 1 .4 _ ' 'i , '• )A O s J STA 15+61 11.0 R ,Qr", o Z b�X••- 0 3 \ _ IN TA "MJ 11.25'B N �G f . C) 1 .. - - �----- .. __. .___--- - ------- -_ y \` --__-- ____ 1 cfI LOT dh� \ o a z z �.+ 46 A 13+X6 8 M R) W' WEETWATER w N NSTALL TEE 8 FHtt1 ASS'Y S'Y W\6-MJXFL W.V.B 20.6 LF 6"D.I.HYD STA 14+51 (13.7'R) 8 ® _ STA 15+80(14.1'R) LEAD PIPE W\T.B.,V.B. INSTALL 6"MJ 22.5•BEND �uiu r INSTALL 1OX8X10 MJ TEE w/T.B. NYO MI.iS WITH TB STA 15+56 11.0 R) F o�� ( CONNECT TO MORNING SUN 1 ^o INSTALL 8"MJ W.V.W/T.B., 8 4 I LOT V .RIM =008.67 Q 47 LOT ,3z� �� 48 ,r ti a A LOT OPEN ADD CURB TO FT 0 49 I 1 ,'�� SPACL � III STOP ELE NS ((v.a ) Ll, 0 U "' - It f ti 50' H -- -- -- -- -- 6 W S 0 1 1 STA 12 00 :TO STA 1 +8 1 5020 I © i ` 1 - - _ 5020 w ( 8 0 ,. 5015 N a _ 5015 (1 _ FINI HED GRADEcn - - - - � I i 5 5010 010' - y 5005 — _ _ J�Ll 72a EXISTI G a-LLJ z- GROU DCL INs " - - - - - - - - -- 5005 j U O;�:CI-5 05.4 _ r7 ' = 1177— IE3- T MIN SE � _I � Lil �U _. —. -+.: INSULATE W TER MAIN A - I M Z + CULVEIRT CR SSING SEE : .:: LJ LI)5000 - w —'_ 4 cn:�i O -- - - — 5000z Of cn Q ry C�OS (n 3 4995 -- --+ — - -- — - _ - - - -- - - 4995 Of p LLJIF LL.1'J 4990 -- --- - - - - -- ---- -- 4990 L� � I I _ Cr 4985 C� — -- - - - _ 4985 4980 4980 PROJECT N0. 2336.013.040.0310 5z N N SHEET NUMBER Y� - --- W8 - - - - -00 13+00 14+00 15+00 --- ev-sc>uzorc NOTE: ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH F94, MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,THIRD EDITION, OCTOBER 1988, INCLUDING ADDENDUM NO. 1 DATED AUGUST 1991, AND CITY OF BOZEMANMODIFICATIONS DATED MARCH 1996. STA 8+54 S W a STq 2 r 7.3 INSTALL 12"MJ 45'BEND 92 1N&;;LRTE rlAnsP /yA WITH T.B. I O I c.&ss v `�.5f` X:N2 STA 8*LINE INSTALL EAST TO TEE w/T.B. Q WARGE CF;A STA 0+10 5.4=r_T Nro 21 F 8"LINE 2T EAST TO P.L.w/END CAP&T.B. STA 8+44 18.5'L I 4 I MULTIPLE, URGE CAPACITY 2'FROM ENO OF 8"STUB INSTAL CORP.w/ INSTALL FHYD ASS'Y r/ TELEPHONE VAC REMOVE EXISTING END CAP S. 3rd RIGHT-OF-WAY 6"GATE VALVE w/T.B I N CONNECT TO 8"STUB BY STA, o t 115o COPPER EXTENDED TO SURFACE. CONTRACTOR TO 4+ (BETWEEN 11x6 VAULTS) STA 0+00 INSTALLING 8"MJ W.V. w/ IN STALL 8 x /2 RE1xhGQ E. REMOVE COPPER PIPE&PLUG CORP.AFTER PER C.O.B.STANDARD FLUSHING&TESTING. DRAWING No.02718-4 x 6xl2 TEL VAULT APPX.1'OFF EX. SHLDR. EX.8"TEE 7 T.B.&V.B.RIM EL=5008.73 gE.7,- ROTS To a" v\.4 w/TG:EXTENSION I 3 APPX. DEPTH=3-4'; iF _�R Z qS ?C2 (:O 3 �.TN,aJA2'.1 STA 2+84 I O t Zp211, �� Alo OZ7/8-B BUR. TEL CA" STA 8+44 STA 9+A 5 NSTALL 12"MJ BUTTERFLY &GN W.V.w/T.B.&V.B. INSTALL 12x6xI2 TEE I 3 INSTALL 12"MJ 45 BEND it RIM EL=5012.73 — — — — - PATH T.B. WTH 0 1 1 w ---_' I __ __ 1 W - -_ �.._. -_.-_.. _ .. T W---_- - ----_- - 1- _...._ _- 12 w _ Z w Z u 12 W 12 7 aN — — — — — — — — — — — — — — — — — — — — — — �- - - - - - - - - - - - - - ----- — - - - - - - - - - - — - - - - - l o D D <- AVE - - - - - - - STA 8+49 — — STA 8+70 — — —STA 9+se b bTA 22+fo — — — o — o INSTALL 12"BUTTERFLY INSTALL 12"MJ 45'BEND WATERLINE OEFLECTED TOWARDS + W.Y.w/T.B.&V.B- WITH T.B. PAVEMENT. DEFLECTED f.06'76 v iO RIM EL=5020.98 THE WEST. —IN31 ALL FFVAEW NUMTMON N STA 9+'92 `C TWA ^ PER C.O.B.MODIFICATION 02718-3.1 a W -w N w INSTALL 12"MJ 45'BEND w 'C � Z � n.o.--- PATH T.B. 22 5014 .urn 5014 5024 - - �i -- 5024 ABBREVIATION LEGEND LINE TYPE LEGEND 501 0 5010 +�o �w 5020 T� C. 6. = CITY OF BOZEMEN FHYD ASS'Y = FIRE HYDRANT ASSEMBLY EXISTING DITCH BOTTOM ROW = RIGHT WAY BUR. = BURIED TELEPHONE CABLE BURIED 5006 - -- 5006 5016 L�,rq,r 5016 0. = T.B. = THRUST BLOCK TEL. = TELEPHONE EXISTING S 3rd. CENTERLINE __, N 1 � V.B. = VALVE BOX CAN = CABLE TELEVISION 16th LINE OF SECTION r 5002 0 2 5002 5012 S 5012 Y--+"�1 W ' W.V. = WATER VALVE R = RIGHT — — — EXISTING EDGE OF PAVEMENT �{I P.L. = PROPERTY LINE L = LEFT — — — EXISTING RIGHT OF WAY 0 40 0 20 40 O �+ EX. = EXISTING EL = ELEVATION ---- --- TV CABLE BURIED MJ = MECHANICAL JOINT w/ = WITH 12" WATER MAIN STATION 4+00 STATION 12+00 < O.D. = OUTSIDE DIAMETER TV = TELEVISION CABLE - 4 OVERHEAD POWER CL = CENTERLINE 12 W = 12" WATER MAIN GAS PIPE LINE BURIED SCALES: TYPICAL S. 3RD. (FUTURE) SECTION TYPICAL S. 3RD. (EXISTING) SECTION 1"=50' H 1"=5' V STATION 0+00 TO 9+16 STATION 9+16 TO 23+17 a�0 SCALE: 1':20'H SCALE: 1"-20'H 'S SCALE: I"-10'V SCALE: 1"=10'V 6 - r tt l APP OX. TA 9416.00 C/L I � ::0 ENO OF P OPO SOUTH 3r l 2J ROA CON TRUC ION OJEC I 5025 w U E TYP "A" TRENCH BACKFI L t -�- Q < o o mo Is'.ceN [E rE 6N c�5F�76NT . PROPOSED CL FINISHED GRADE 46y ^. CoNDw S �F,b6E P'rl c� L. V ULT `C R RE4'D� w 50 1 15 � _ - 3 OILS . , y1� ,rf �- EXISTING GR ND - u Q 5010 >_ O S" - Ej� F- + c aEo'o a o' -� / w6ULATL� MILL /'14 M Z L�j rr) �W W . h At F;uo!r CULVAV 111rJ1i ; ' ? _ Cn W Q a - F- s i+j�/jVWd yg 8Zo z!; I �� 1 TLIf L1— O .ice'/I4C _ �f•q .,i,2 cn CA 5000 �•V. ��' � � a . : mom-,k'I _�@io � _ O (17 4 95 Z 4 95 cn 4' ,n-; fin•-�10 o ' tE��e ^• ' - 4990 o < 4 < - ate,a N h c _990 4985 PROJECT NO. 4985 --- - -- 2336,013,040.0310 mn FKW Oa n"• 0,(0, rN• aV0> O ,n a n a rt o nW aO, a nN "> aN0 OVI 1O,?f1 ON °O,!Pt SHEET NUMBER BER 01 m O O O O O O N O O W Q 0+00 1+00 13+00 2+00 3+00 4+00 5+00 6+00 7+00 8+ t-wDW 00 9+00 10+00 11+00 12+00 wvo NOTE: ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ' """"----- _'------- - I r MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, �� « /'moo==iSI CI THIRD EDITION, OCTOBER 1988, INCLUDING ADDENDUM NO. 1 DATED AUGUST 1991, AND CITY OF BOZEMAN 0 EN SPACE s �\ " -- MODIFICATIONS DATED MARCH 1996. WARNINGR o 806.t. � 'MULTIPLE, LARGE GIPAgTY \ / / `/ / &u m a,., TELEPHONE CABLE 1 y"' / a g i LLo S<% (BETWEEN 12x6 VAULTS) comm. S. 3rd. RIGHT-OF-WAY srA 16+45 INSTALL / Q /, APPX.2'OfF EX. SHLDR. APPX. DEPTH=3-4' �- 12 MJ BUTTERFLY W.V. LOT 2 T.B &V B STA 0+95 ay RIM EL-5018 43 i INSTALL 6"11.25. , OUR. TEL RCAN - --- - , , y ' --- -- - UARHEAD.POWER. . j � su 1+07 INSTGA � / I F z° _zi - -- ----- C,-, Y 6 GATE w/ COMM. ; < <,� 4e10 BEND T.B. 4 e 12 w t w 1°w ' - --".6_-.......�-a _._`..._va`. .�,� VALVE w/Y.B."&T.B.'S 1 LOT T 1 _ 1.5'EXTENSION T -/ �C/ / \) Iy 0 _-�--- - - - o - PER C.O.B.STANDARD T i_� ; bWy�w4wr --S`.EN T _—_ _ _ -,�... �._ _ I_ _ NG No.112718-441 r_ _+ S. 3RD AVE GAS cns \/ W rQ GAS STA 0+85 W `n 4 -- _ _� _- __ -_ - _-_ __ _ _ _- -_ __ _._ __ __ __ '�`•- - r „ ' _ \\ INSTALL 12x6A2'TEE 7 HT T 1 �_-, 6x127fCVADLP _ __ -- `'�+`- - ��`,,` o w/END PLUG TO EAST GAS �"_`.___, �`� - \ AND T.B.'S r STA R+5o To STA Z2 e5o z— WATEAr,INE DEFLEt7E0 TOWAAVS — —_ —`_-- STA 28+43-INSTALL _�•�`;�\ � Iv - x"""`w"'°`m.,wco � PAVEMENT.DEFLECTED S.D•o,To - 12"MJ BUTTERFLY W.V. THE WEST. ——w[T.B.&V.B.AND GAS ABBREVIATION LEGEND LINE TYPE LEGEND E%T T NUT 9 N »:ss•5 i r� RIM EL=5036.95 C.O.B. = CITY OF BOZEMEN FHYD ASS'Y = FIRE HYDRANT ASSEMBLY EXISTING DITCH BOTTOM �\ `� �� . v ROW = RIGHT-OF-WAY BUR. = BURIED - - - - TELEPHONE CABLE BURIED STA 23+17 and/o�0+46 3 - �� 1 g g T.B. = THRUST BLOCK TFL. = TELEPHONE --- EXISTING S 3rd. CENTERLINE INSTALL 12"TEE \ SS V.B. = VALVE BOX CAT = CABLE TELEVISION -- 16th LINE OF SECTION w/T.B. W.V. = WATER VALVE R = RIGHT ------ EXISTING EDGE OF PAVEMENT EXISTING RIGHT OF WAY P.L. = PROPERTY LINE L = LEFT -- -- STA 0+00 EX. EXISTING EL = ELEVATION TV CABLE BURIED INSTALL 12"END 6x12 TEL VAULT WITH CAP T.B. MJ = MECHANICAL JOINT w/ = 12" WATER MAIN w/ W O.D. = OUTSIDE DIAMETER TV = TELEVISION CABLE .O OVERHEAD POWER STA 0+02 INSTALL \\'� � _� v CL CENTERLINE 12 IN = 12" WATER MAIN GAS PIPE LINE BURIED CORP.,EXTEND SCALES: COPPER TO SURFACE- \` - 1"=50' H CONTRACTOR TO REMOVE 1•-5• V PLUG CORP AFTER FLUSHING&TESTING. _ ST 0+00 TO S A 0+85 1f�STALL s ao �- STA 1 +00 T STA 3+17 INSTAL 1017 LF OF 2" D.I. . 85 LF OF 12" D. .P. I sass � 5 T A R A K I A + A + STALL >SE Y E ENC B C LL PROPOSED L FINISHED S 0 8 T S 1 0 1 a ." SHED GRADE }.38%-^ -_,- 1 LF OF 6' I D.I P. BEGIN PA MENT _ _ _ - ,- J E TY "P" T ENCH BA�KFf L I5050o m EXISTING GR UND,,.- ^-A _ f�` - -' DISREDARD THISPRCFLL Q a 5 �L ——� I n 45 O _ _—f_ + �6.5' IN. FINISH RADf _ COVERREO'Dr I .y t EXI'TINC- GROUN n O� O_ -- »® _ 5040 T- mZLJ � cV 5020 STA 0+57. r - -- - - 5035N] H- (n 88 LF OF 4" RCP QD I zY '� ml EL ®CL=S 33.38(O.D.) � 4Ncl- o J - �' i. INSULA E WATER M N AT 3.5 1N. SEP. lE*6.12 TEE SET L— = CD 5015 f m - CULVER CROSSINGS SEE AT 50 B.O0 AND � I-- + DETAIL IS SHEET L,J L'i =) r� RNN LEVEL To THE U FHYD Z Q (/) Q }} CQC U Q? L R �: Q N 10 I pp �S� 5025 Z I a 2 44� W po = 2 x I Oy1 s wi + m m 5020 xo cv�ei ca�� ,a "{ �q A,- - I PROJECT N0. 0 taw 5015 2336LOI3.040.0310 eo o M o n M <o ao SHEET NUMBER v ,ri ,d n au ao of o o r: ri a a Vi ,o N n ;ri N N N N N N N N M M M M r!, M M M o o o a o o a o o W10 M M .},} t m f;T,i 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 0+00 1+00 Pvswz-w.owG ABBREVIATION LEGEND 9 I - C.O.B. = CITY OF BOZEMEN FHYD ASS'Y = FIRE HYDRANT ASSEMBLY 00 rc z Wo i i i N 9 • • + • / ROW = RIGHT-OF-WAY BUR. = BURIED • T.B. = THRUST BLOCK TE L. = TELEPHONEz 9 _ 'w V.B. = VALVE BOX CATV = CABLE TELEVISION W 9 1•1\!�`I • W.V. = WATER VALVE R = RIGHT n w - A PI. = PROPERTY' LINE L = LEFT .. EX. = EXISTING EL = ELEVATION C9 .,3 F W o t MJ = MECHANICAL JOINT w/ = WITH (L' W s 4 z 6 4 I I'IIA I 'WI I I W.\ I - • O.D. = OUTSIDE DIAMETER TV = TELEVISION CABLE > za Nwuui • • • CI = CENTER[INE 16 W = 16" WATER MAIN n- a m m w w 1 I IIA I I _ mH .8H `oi% `.I A ES 100 ( 3 R ',I L [IN[) STA 45+99(20 4'R SEC LINE) IN IAII 1/4 COP ';rD. WATER _ INSTALL 16"LIJ BUTTERFLY N1 ,IA 471'.n(I YN';If IINI) SERVICE IU 4 L11A. VAL VF VAULT STA 44+70 (21.6 R SFC. LINE W.Y.w/1.8.,V.B.&LS' IN',IAI Ih"M,I fit)I11 R111 INSiAI I 1/4 AF'CO N6•_i AIR INSTALL 3/4" CO, STD. WATER VALVE NUT EXTENSION Q ' WV w/1 N, VP AI IS RELEASE VALVE INSIDE VAULT. SERVICE TO 4' DIA. VALVE VAULT RIM EL=5016.30 / RIM Vf NIII EXIT N'.J(1N SEE DE TAIL(� — INSTALL 3/4" ARCO p65 AIR �^3 _ RIM[L--5016.211 RFIFASE VALVE INSIDE VAULT. F ; SEE DETAIL z w V + - - �- +_ N -� ie-.A.-� I— � - I o m I f7 I w 16 w - - q o GOLDEN STEI RD. ^ CO — — - +--- IN st I 1 c-T OVEREID. PWR _ — — — _ 1 w I t — y�� sL _ w _ `L 1 - 3 STA 4 +6 1 R SEC.LME _ RHD-p d4-TEL. -- — — - -- -- --- — Z a, STA STA 36+51 1TR SEC. LINE) w°' ' —�= OVERHp. PINK �a'� — — -- I-•� INSTATE 16"4J 22.5'BEND I ( ) PROPOS 1 STA 44+91 20R SEC. NE 61 o _ INSTALL 16"MJ BUTTERFLY o w\i.B. _- 10' EA ENT j INSTALL 16"MJ 225'BED z• W.Y.w/T.B.,V.B.&1,0' `�' LINE TYPE LEGEND STA 42+97 SOR SEC.UNE Ocuy w\t.B. TEL CABLE Jo+ Q w q VALVE NUT EXTENSION 04- A 44+6 30R SEC UNE v '^ v INSTALL 16"AIJ 22.5'BEND V 1 RIM EL=5012.70 EXISTING DITCH BOTTOM w\TB STA 43+ * 30R SEC.LIN J U' INSTALL 16"NJ 22.5'BEND 0- ¢¢ �4 a INSTALL 16"NJ 45'BEND O 6 [p F f �F a— TELEPHONE CABLE BURIED w\T.B. EXISTING GOLDENSTEIN CENTERLINE A 4 +73 30R SEC.LINE w\T.B. h TIE WITH REDI-ROD - % _ INSTALL 16"MJ 45'BEND S A 4/+50 30R SEC.LINE STA 44+55 3OR SEC LINE 1--I--4 S _- 16th LINE OF SECTION I + " EXISTING RIGHT OF WAY IH RED[-ROD INSTALL 16"MJ 45-BEND INSTALL 16"MJ 45'BEND I I �4 ° CONNECT1 TO WEI(T,& UN W.M. 6 STIING RDMAIN F PAVEMENT w\T.B.h TIE WI w\TB & 11F MTH RED[-R00 w\TB &TIE WITH RED[-ROD - O END PLUG TO WEST,& UB. , TV CABLE BURIED W 2 .. E� It A OVERHEAD POWER I Q 8 GAS PIPE LINE BURIED ' R -,[_ALE.`_,- 11 I" V S -- TA 36 45 TO STA 50+00 1 STALL 1355 F OF 6" CL 250 D.N.P. - N N + REPLACE 150D WITH + , _5020 514 4 +BD 1 NEW OR ALVA i f 3 INSTAL STD COB J 'WATf ___ LINE E 5020 AN f ..__._ _.. _ ._ __t_ _ -__. __ __.... __...._ s rc -VRVICr TD VAlVf VAU T fN57AlC EXISTING GRACE m m m d 314' CO/65 AIR USf MVF o o AW 1 4'TAP AT DINT z3 .. .. TAff AT ST +OT-� - - < x k' 5015 �" ST 44+70 - o g c m o - - _ 5015 IN A!L STA C.D.B 3! WATfR S NCE TO VACVE ULT. WSTALL J/f JR O 165 AT IiIGHEA VACVf' •-POW[ L 6 5 u l 501Q '- — r I Ap A"AIr SDI*f* COVER RIO'D5- ' O covrR REa'D IE 43 CL=5010.21 STA 37+0 _ ( - 0 X 48" CMP J _ '_ � Z 5005 S' M' SE P. v, ti 3' IN. COVER h $005 O ry Z 1 u� CT]MZ O m - o`er'•� a �. I I. L�J ¢ Ln INSULA E WATER M IN AT a + -._. I- - ' .o W - I LLJ Q I b = CULVERT CROSSING SEE � h y ? �� - � � . 3 �a� - -.__.___ _______ ._._ — '� �= LLJU Z Y �mw o'b m� < Y i� ;.,,. e- � n ;W � .Q ?; , _ �C, Z 4995 e,. W_ _ i ' <Q p J � z O `fig a� W Wit J1 = cn w CD utu• R -- - 4995 w� + JW ' a UF- OO ism - J1 '!Ulf� QY2g j I Q '- TYPE "B" TRENCH _ — ZTYPE AT A I L o I 4 m o A E T -- cn PE A" TRENCN ACC G ON HCHIN POSII ROAD -- _ 4985 SEE DETAIL 3 _ 4985 TYPE "B" TRENC B:AC FILL — - -- "B ' TRENCH BA KF ILL 1 4980 F.Lf."V T -.-! PE' _ 4980 PROJECT NO. 0 OPI 2 3 0 N °J "o 'o Io ^ "° `° N °° a N v ^ TIE m "" N o N N N "o o SHEET NUMBER fV fV LV tV lV fV t7 a a .A .O N cp o N n Nos o 0 00000000000 000 0000000oW11 N N h h N N N N N 0 1 " \ 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 RRcosl_W.owc { — t ! I � N Wao m n O_ JJ 0 Z w W N=0¢¢ O Q =O w unfa' wx mx � mnw 2 woi� o?ozao 0 Y 3A Of 11A Sti1.47 HLMUM 8 3 taJ e .r -.J; a .� HE IN'-•IALL A'LL0 LIMIT`4GN f TEL. CABLE i DJ y' s� ,� IN URI(4NAI L(X.AIILIN <a Q \1 V '•'•0••t — L O O - _I r__. _.- _ :'� i ,� i-•� j <.', `� o LILY j O + 1 - -�4 w (( w- w I" I- w I" t w �, Ik'w Ln W .o �p w+ N GOLDEN STEIN RD. Wo OVERHD, PWR I- �— — _ _ __ . - - -_ _ — THiTAL Zo r OVf KHD 1'W(r I+ ' r OVtiRHD. PWRTEL I-ABLE - STA 53+44(20'R SEC,LINE) JOVERHD. PWRINSTALL 16-MJ BUTTERFLY 0(20'R SEC.LINE) ( )STA 51+IS(20'R SEC LINE) / NSTALL 1fi MJT BUTTERFLYINE WV. w t.H.,V.B.h Y tlINSTALL 16x6x16 TEE AND VALVE NUT EXTENSION DEFLECTION HTWI1 HTW11 FHYD ASS'Y w/6"MJrFL RIM FL-501941 Z W.V. w/LB. . V.B. w _ RIM EL=5043.45 WV.h 6 LF OF 6"DLP - --- - - = i Z 8 HYD LEAD PIPE w/V.6 &TB. Z ►-y , FOYD NO.20 = a w ABBREVIATION LEGEND LINE -TYPE LEGEND ~' �+C.O.B. = CITY OF BOZEMEN FHYD ASS'Y = FIRE HYDRANT ASSEMBLY EXISTING DITCH BOTTOM r� ROW - RIGHT-OF-WAY BUR. - BURIED TELEPHONE CABLE BURIED T.B. = THRUST BLOCK TEL. = TELEPHONE EXISTING GOLDENSTEIN RD. CENTERLINE Q w � V.B. = VALVE BOX CATV = CABLE TELEVISION _ — 161h LINE OF SECTION W.V. = WATER VALVE R = RIGHT EXISTING EDGE OF PAVEMENT P.L. = PROPERTY LINE L = LEFT — EXISTING RIGHT OF WAY T ¢ c EX. = EXISTING EL = ELEVATION TV CABLE BURIED MJ = MECHANICAL JOINT W/ WITH 16" WATER MAIN O.D. OUTSIDE DIAMETER TV = TELEVISION CABLE ud OVERHEAD POWER CL = CENTERLINE 16 IN = 16" WATER MAIN GAS PIPE LINE BURIED SCALES: 1"=5 H - g 1"=5' V 0O STA 50+ TO TA 62400 IN TALL 1 00 LF OF 16' CL 2 0 D.I.P 5040 soao 5 m � T E "B" T ENCH B CKFILL m m TYPE A" TRENCH BACK ILL / Q o o>a 5035 + + 5035 n TYPE "B" THE CH BAC FILL �'��c cn8tt 2e�>.N� < a b > o J 5030 5030 �Td 2 z Z 5'MIN ¢h U - OVER REO'D CD 5025 1— 5025 > O (STING GRADE I m W ¢O Q0 (/7 M tY 5020 �j 5020LLJ O z cn cl- Zc (l") -: E1 Z O 5015 p + 5015 R U LLJ O � T PE "A„ FRENCH ACKFILL 65•MI" S' 0 HITCHING POST ROAD 5010 cn v SO1O COVER RE 0 I tiEE N TA 1+40 INSULA WATER MAIN AT EX. 4 MPA CULVER CROSSING EE wI - -- 1E OJ =50 5.52 e3 N o e 1 + + 5005 sT 51+ N T PE B" REN H B CKOLL 5005 m Q HYD SS'Y B MJxF 18 .5' MIN. 'EP. 5000 PROJECT NO 5000 - -"— 2336.013.040.0310 a u1 - a rn rn a O a a = rn m o ci j a rn rn SHEET NUMBER 01 C. O 6a In n O O O O V O O N N N N N N V n n N n n N n W12 O 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 ww5z-wowc L� w`7a; NOTE: (D NOTE: o CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION OF 24" C.I.P. IN THE PRESENCE na,w,.as. OF C.O.B. WATER DEPT. STAFF PRIOR TO CONTRACTOR SHALL REMOVE °161 W4rc &RE-INSTALL TAPPING 24" C.I.P. MAIN. ENGINEER TO Y=d U '-^u rc m.9A „w ALL MAILBOXES "'"'�' o IN ORIGINAL POSITION IMMEDIATELY SUBMIT NEW DESIGN SHOWING BENDS AND 'y r•^ w $n FOLLOWING WATER MAIN INSTALLATION INSULATION AS REQUIRED. 14 w Y ci sm w < O_ ° mm a � _ y moo.-., ,.��;��.:...... . Ld STA 69+-W(11.8' R SEC. LINE) � § "°i""""'" Flf Nz # F 3 F LIVE TAP EX. 24" C.I.P. WITH � FLANGED OUTLET CONNECTION, I Z FIELD VERIFY LOCATION AND •L°° ..noo.w c`,(IST. TEL. CABLE 8.?✓C. DEPTH OF EX. 24" C.I,P. PRIOR TO BEGINNING TAP. SECT ON&NE I - - + I � u-, GOLDENSTEIN_ RD. h I m r NOT ro scxE PAVEMENT REPLACEMENT DETAIL v - �F-- v wi 1 COMBINATION AIR VALVE & VAULT _ N01 TO SCALE IA•frwacu u/jG ,f TIP TAPP11.1L. TEE >! ✓ALVS 4S* -z � �� OVERHD PWR- p OVERHD PWR iiK�ML uVV/5�.�• A Z. SET 4S ECNO w� Yf11c4A + OVERHD PWR 3. INSTALL \Z�*4' 'A 4" %r%-.0LA,-nok1 Y STA 69+IB 1 R SEC.LINE) G"w ' �' o Q INSTALL 1 J BUTTERFLY iNrn.CL u.S. y a AJls7 4• ce.°o�1T W.V. . .&V.B. w L=5083.94 3a \ ~ ISTA 69+40 17 R SEC.LINE \ C> w INSTALL 16"MJ Z STA 69+23 17 .CANE Z Z INSTALL 16X6 E AND IBEND I/'I°►" O ^ 4 FHYD ASS' 6"MJXFL W.V. 10 LF OF 6'DIP LEAD PIPE W\T.B.,V.B. N°' ABBREVIATION LEGEND LINE TYPE LEGEND INSTALL j• �GONOFF era.m.oi,o-n.o�im,",nt° s �y u C.O.B. = CITY OF BOZEMEN FHYD ASS'Y = FIRE HYDRANT ASSEMBLY EXISTING DITCH BOTTOM ROW = RIGHT-OF-WAY BUR. = BURIED TELEPHONE CABLE BURIED T.8. = THRUST BLOCK TEL = TELEPHONE EXISTING GOLDENSTEIN RD. CENTERLINE a s• O ?2 g z�amw wrt..w or ca.n w,� rm e V.B. = VALVE BOX CATV = CABLE TELEVISION 1 LINE OF SECTION [ W.V. = WATER VALVE R = RIGHT EXISTING TING EDGE OF PAVEMENT a .s P.L. = PROPERTY LINE L = LEFT — — — EXISTING RIGHT OF WAY EX. = EXISTING EL = ELEVATION TV CABLE BURIED MJ = MECHANICAL JOINT w/ = WITH 16" WATER MAIN " g O.D. = OUTSIDE DIAMETER TV = TELEVISION CABLE °0 - OVERHEAD POWER SCALES: Q CL = CENTERLINE 16 W = 16" WATER MAIN GAS PIPE LINE BURIED 1"=50' H WATER MAINN INSUTO LATION DETAIL �41 TYPICAL Nor SCALE DETAIL 1"=5' v 5 90 i 5070 / 5090 s TA 66 00 TO STA 6 +Z6 STA 6 +00 0 STA 66+00 - w -17 1 / ca9*cna o co9 ec) m m m <INSTAL 400 F OF 6" CL 250 D.I.P� . Ace x 4" 1 6ULAZlo EXI5TING GRADE Lf)�> = Cf) 5065 5085 /v;rgLG rRHrr4 s/ LVi 41 t1 c o u i o< m o T 5 85 av1L : ��o o. EXISTI G GRADE / LC !90 b Gkif' R DUf4D VALUE 5060 5080 5 80/VSiA L&rRR jJFeeJ C VER R I / 5»tma TD �56N 4/ GA LubS / rNG+t s6WcLr Z a "N. i. - So7b,8' CD 5055 5075 - 6 5'MIN _ �- -5 75 iCOVER RE Dr / l N N.T. Q F--- Q + Q Q0 y q W 5050 5070 „S ` z 5 70 Ln rz - a T -I N 5045 e 5065 e 5 65 �� wQo+ v, --- U LLi� -i cNfl 5060 wYPPA MTRENRC PBACKFI LT N Q TYPE TRENCH BACKFI L LACF T PE "B" RENCH B CKFILL ¢ Q 5040 o I Q H- 5 60 Z N PAVE ENT REP ACEIV N ISEE DE AIL - ' - EE DETAIL 2 yy2 I I T/1 W13 , I 5035 1 5055 5 55 N N r+) + + + + } +. ` O `O TYPE 10 TRENC I BACKFI L TYPE TRENC BACKFI L TO a 5030 5050 5 50 PROJECT NO. S 2336.013.040.0310 0 0 0 0 `$ '8 ^ ^po p�O m 000 00 SHEET NUMBER .A Y1 IA h N V1 N N N N N - c! N 1 W13 62+00 63+00 64+00 65+00 66+00 66+00 67+00 68+00 69+00 PRCDs7-wDwc 4g to i` i ,\ LOT - I 8 LOT 3€�- I,� ' LOT n / / / oW��W 0o &mH LOT LOT U � =$�<o j I 2 3 \ / LOT / / I / /7 / aoina SEE: P2, D1 6 / ' FOR INTERSECTION RADING CULVERT 0 Z' w !-, I LOT / I STA 1+30.68 '-� / h I INSTALL 112 LF 4 J a �'g _ i INS (LL 112IV)LF = 7 11'27" - 36 5= 1000% R 300.00' � n.nwM INV I1.57 V L = 367.52' / / / •t,,// / I INV OUT=5026.21 1 h 1r<y COMM. LOT INSTALL STD. C.0.8. \ LOT I _ •� STREET SIGN 2 A 5 VO 5 W N N N .. /7 STD-/ 0 n a SIDEWALK OTY'S. 70 V J \\ }0~�/ / / ' / --- ATA. - END STA. 2" -LE TE q DENna+ q GF \ o4i / �O, - . 0+01 - 3+13 L 312 91 3+35 - 8+25 L 490 0+02 - 8+25 R 862 4 U\� \ FOR 1�1,TERSE DETAIL 1 > ti . _ INSTALL 58 LF 45' / �= TOTAL—Tb`�� jL 12'RCP o.903 J STA 3+22.81 LITTLE HORSE �x 70' _ /� NV IN S J 5 n \ sd S STA 0+00.00 PEACE PIPE �' .O C r Q _ ^ >< INV T=5034.60 / / / T^ W W /0 0 1 INSTALS STD. C 0 8 s 2 7 / / W r' STOP/ SIGN `\ \ n�'k' S` • / / STA 0+07.3e \ COMM. LOT C\/ i e / FOR INTERSECTION DETAIL INSTALL 84 LF l INY IN=5034.1214 18'RCP INY WT-5033 - }ram SCALES: - T HORSE (� 'a S-t.250X STA 8+70.81 LITTLE INV IN=5035.36 1"=50' H 1 ��,� STA 7+46.77 GOLDENSTEIN STA 0-41.58 LITRE ORSE INV OUT=5034,31 1"=5' V / 7 / INSTALL STD. C.0-B. t I STA 3+04.98 SOUTH 5RD AVE. / / -..STOP STREET SIGN d W tNT ELEVI = 5 31.51 0 0 PVI STA a 6t07.6 v 5 ' E R I I OW PdINT STA 1= 3 42.6� -4it C4Un .23+11237. 0 031..8 I A.D. -0.80000 PVI FL V = 00000 . + 2N . 0005045 I r� 0w� 0 K mo mou m c <o m.. o< I 5045 - .n I I a. u > wu. 11 .7T VC I 0 > - - 5040 N i �INISFI D GRA E I rc o —� 5 1 5 4 --<^leloc > a 0 +J j^I + 0 lw I r 2 00% w I O E XISTING > 0 m ROU d Co Z > j o w > W� S1— + w 035 t ¢ {3- L- K o M 1 I A f RCPA f STA 30 O IE 0CL=5027. 700 a d� w' Q J Q 5020 0 T V) - .. 01 5015 11 5010 PROJECT NO. 336.013.040.0310 5 1 n op M, c0 - n N a O N w 2 SHEET NUMBER OD m Nr (O I r ^ (` r O N N N Oi �M Oi p�p� IN Oc oo� ON hN MN hM MM MIS 01 M00 y�jlh ,.aj�l1 Nd' hn nN Mt7 rn� nM pr7 OM OM OM OM OM O� ppM p P1 r7 M M 00 OO 00 00 00 in0 00 00 00 NO 00 00 M r7 p O pp p 0 - Ul �M O O O in O 0 0 0 0 O 0 lI'1 0 in 10 to N U) iA V7 iO 0 u in _ �n in PPI11R5 P DwG �— 0+00 1+0� 2+00 3+00 4+00 5+00 6+00 7+00 8+00 '4,I H ' COMM. OPENS LOT �N � � LOT 2 _ SPACE C.O.B. SIDEWALK orrs. 28 -�1= �� BEG. STA.- END STA. z z U a " I- LF 12"RCP T STREAM STA 3+42.80 PEACE PIPE OPEN S1LE LINEAL FEET ®,-z i ? $ 5=2.632% 1NTERMITTEN STA 0+00.00 WHITE EAGLE CR. 0+09 - 6+04 L 612 `' P i << INSTALL 8 LF 15'RCP SPACE 0+12 - 0+75 R 63 1 SN H z z =i i 3+07 - 3+29 R 22 P S -o W w�, INV IN=5029. = 29.48 5=6.368% 24 INV IN=5024.90 CL STA 0+21.00�WEGL) 3+54 - 3+08 R 71 y _U z •.,� INV OUT=5023.69 INSTALL 38 LF 15 RCP 5+37 - 6+08 R 71 LOT 9'• w`o=<z STA 0+00.00 PEACE PIPE STA 3+21.80(PCPIPE) 5=0.526% STA 3+22.81 LITTLE HORSE INSTALL 19 LF 12'RCP = 4009'23" STA 0+21.00(WEGL) CL INV=5023.59 INSTALL 27 LF 12'RCP ATbT � F 2 7 �< / 0_ u FA k p rc 94 INV IN 5 2.sv2x INV IN=5023.69 $=1.630% ;� Z<^ U u o z I R = 300.00' INSTALL ST4 Z ,. � �a c m n u I, C STA 3+04.10 LHRS INV IN=5029.48 e3 INV OUT-5023.49 INV IN=5024.09 STA 5+75 '� `� t. (LHRS) L = 210.26' INV=5023.69 I' STA 0+9.35 PCPIPE INV OUT=5028 1M D3 INV OUT=5023.65 INSTALL 22 'RCP LOT I' ( ) RIM=5026.06 - INSTALL ST1 5=1.59% _ INV=5029.48 3 INY IN 501 .41 9 2 6 RIM=5031.46 STA 3+63.60(PCPIPE) INV OUT 5 19.06 °3A STA 0+21.00(NECL) INSTALL R -RAP SEE D3 L '(r _ - /� �a0�.....•ar�� .y, `\ 4' a INSTALL$T5 23 LOT a - �� o �'� v• `�i r- ( 25 r -p p RIM=5025.49 STA 5+75 LOT �A�. / i // i[ t�g t• M �) h •'O - 17 C'cp 8 INSTALL ST6 24 r PIPE INV=5019.41 5 p{ INSTALL 60 LF TQ'RCP INSTALL 19 LF 15'RCP8 I=O.526R ,x l ye g •� ` v T', LOT K IN-5030.08 w o INV OUI=5 28. .� I/ •, 0 j �C� L 1 8 ( IN QUT=50Z8.99 � \ \{, s' •� INV OUT=5028.69 N�A'� o _ \ 7r ,A'n \ O ,�q1. 5 LOT �f x 0 SEE: ,- D1 1 SEE: D1 INSTALL STD. FOR IN SECTION FOR INTERSECTION STREET SIGN \`\\- � '� vv LOT GRADING ULVERT DETAIL GRADING/CULVERT DETAIL / V .$ INSTALL 19 LF I8� x PUC - ,p wx y 1 7 5=0.526% $ o �, -�, q INV IN=5023.49 - - _ s I STA 3+43.42(LHRS) INV OUT=5023.39 - STA 3+44. 7(LHRS) STA 0+21.32(PCPIPE) \ o / LOT INSTALL S INSTALL ST2 NSTALL 19 LF 12'RCP L T ..0 ' Z K INV=5028. 5' e I tv,: AI 9 Lf 12 RCP INV=5028.79 a 16RIM=5031.8 D3 .52RIM=503079 D3 INV IN-50 1 IN- 29.65 INSTALL 39.5 LF 18'R " INV IX1T 26.79 INV OUT=5023.49 m -- --.---- - - .'� O W `� $=1.50% ^ ..TAN:C -!J 21'�c �,n 0= 43'49'41" LOT ti �' + LOT CL INV=5019.69 SuS:AI 4"ix au,A,EL R = 300,00* 1{ INSTA 19 LF 12"RCP �� 5=3. 6% I / STA M.8 2 I I INY IN=5020.D1 qbpr tl`:GW DZ uN '� L = 229.48' 1 5 INV P5029,62 I I(STALL LF 15' CP INSTALL 19 LF 12'RCP INV WT=5019.41 elcn"ort Ig , € IN OUT=5028.99 =0.5 w 5=4053% OPEN LOT LOT Iw--i o I r G CL INV 28.89 F- INV IN=5024.46 S P A C E I COMM.; INvlsoza9 = 1NvouT.5023.69 pT LOT 13 14 OP LOT 1,, LOT 10 12 PACE LOT - SCALES: 1 =50' H / 9 1„"=5' y Q .I t I I , 5040 N 5040 s 0 0 i 1 5035 N_ w I I _ 5035 a S al � No i EXI TING GR UND 5030 a > i w - 5030 winn -15009 S HED GRADEFINIS _Z CD5025 =u ! + 5025 _N 1 RCA -- --. _ O IE 0 C =5019.69 : g o - --- O 0 W CD o Z ' S020 o c� a n t n --- hr) 5020 (n L�J ¢ one a_ a; i "' N > __ w C� W I- O a_ Cn 5015 < -- (n 5015 U 4 CD U¢ - -- - - ^-- - - O W + Ld 5010 Z 5010 c~il , I I U 5005 - Boos 5000 5000 PROJECT NO, O O, u0 m N t`^ 10 N ^ Y N ri^' N N N N 1 O T •0 ^ r ,O IA f <_ M N C_/ Oni O 336.01 NUMBER N N O n I(1 N O �„,(, 2 3 D ,o ro o "n m o n .r` . rn n �n ,o ao o n ,o rn SHEET NUMBER I ,.),:� N0 N0 NN Nm NH NN NN NN NN NH NOS NN NN N Q' N W t` t0 h O 4 M N O� 06 00 �� N N0 �� .o �� Y 0� �� "� �� 0 �� 0 �� P2 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 I r 1 �•� i I LOT LOT OPEN FUTUR FHA LAYOUT STA 21+71.60 DETENTION POND Y ^ o N F 32 33 SPACE SEE G3 w 60 TEOILUV�RCPA2 EA) J OPEN =off s=l.00z LOT T STA 20+64 " INV IN=4996.17 _ N m A = 61'46'55" 0 INV OUT=4995.57 SPACE $o s w 1 31 INSTALL 19 LF R = 300.00' 18'RCP m / L = 373=9' 5=7.89R 3 C_0 zu rcuy' o_k" 8 3L- -- 11 w< •" f $ INV IN=5000.43 = SNLC3 } INV OUT=4998.93 INSTALL a g g n w y 1 f9 IP_RAP s INSTALL STD. C.O.B. 0 'R W; Do SEE(M 9810-2 BARRICADE 0 n W x I LOT O O 0 0 4 0 2 1 $� - ,{- -----a-� 1- -' DITCFI /� INSTALL ASPHALT STA 23+30 21'L)TO o?o z< f 30 o _ q p �O{y U.e HEADER SEE STA 24+07(211) , lJj®�'' -1 PEA fr- INSTALL 76 LF 12'RCP n s, lgCf- ` �� PH SE II S=0.500R INV IN=4 97.27 ��t• 'STA 4 53 1C 21-70 r4 �SNS7AL1 H' a o � - a _ Np➢E BLOW L.'iCI� �° " 1 1 • A � I, - - 0f �-_O T c � �Eo7 rOM STA 20+78 �O _ -_+- eox p eo,<F- +- T�� I -�- - - - o •• 29 • A� $.•, INSTALL 19 LF 'e• o o ._- / ( �. 1.0 T 18'RCP WALL '�` - 5-789% IP-RAP o a sX L 0 f 2 INV IN-5000.33 EE® ` wzw INV OUT=4998.83 A= 11*25*57" —1 0' .P_.OY DETENTION NO IT R= 66.087 8 �8 STA 23+78.66 PEACE PIP U��E N E og W N N r fy� SEE G3 w �� e4 =F STA 0+00.DO RAIN ROPER SPA(.I J SEE: D1 ". u- TA 23+38(21'R)TO FOR INTERSECTIONO I mM H o STA 23+58(21'R) GRADING/CULVERT DETAIL 4 ," 2 0 k �._ m INSTALL 20 LF 12'RCP •r 3 s=o.eSDR LOT t INV IN=4998.24 LOT LOT LOT LOT 'TA 1.3 'r 70 INV OUT=4998.07 39 a I 35 36 37 38 z J ZN$TAL1 6"�i RRf' QL .�, < OQ HGPE dF:!+w LiiYN/ QQ,U. 51DLW�_QIX'5 OLT�OM --" L O I ULQ. 5T - LND-5rA. ML LINEAL fCLT ti s s4 131k,194 - 21+73 L 274 34 '� I� 4 O 1 9 3+43 - 23+66 L 23 ?3190 24+13 l 23 1 ; 25+73 - 27100 l 127 _ r-y w a g r 19+28 - 22448 R 337 SCALES: 1+••1 �� m TOTAL - ll 1"=50' H 9 1.. 5. V e y ry I.0T ` 18 MINOR IVISION 85 (AMENDED) — D�0 $ d -- °° - aci o -T— PA STA 16+00 -- _-. n PVT-ELEV 5005.82 5015w° A.D. 1.275 1 6.844 _ 1 _ -Ln 200.0 0• VC: - 5015 } ExISTI G 0 solo L mmm IL , — -- O + y BADE �N� 1 5005 T.r1 I 0 - FINISHF G cLL0 ". n J F W Q .72 STA 1+83 i - _0 5005 1 ♦ o o o - Np�w : al -STA61 60L 60 QUIV. I > j 0 - 5000 Q m n o _z/�._ IG 4)CL=4 95.87 FINIS ED GR DE IEXtS ING -- - -� — I- — ® 05000 > O W 4995 z I �� { ---- ---- m + — - j �I (n � N I� _ N 4995 w LQ- 4990 ~ J 1 L f ILLJ 4990w f IT C_-) Q oo - UQ w � 1 4985 1 ` z Z CD a- - Q� N t O 4985 • I I I 4980 � i I i t -- T _ _ Q - � 4980 4975 6 1 ^m 4975 PROJECT N0. ({ { 00 11I 50 � N 0 1O N,� 0 00 0 0 i 0 n + n �N�0 p0 00 0 00 00 O a� a� <I\000 W 2336.013.040.0310 0 NO NO NO N ON N 0 O OO O N go ocs 0 0 0 0 h � � SHEET NUMBER0 0 aN ^ ~ a a nq 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 r eJ - 21+00 22+00 23+00 24+00 25+00 26+00 27+00 1 l+Py2-P.pNC :"1 SIDEWALK OTY'S 7__ 32+22 wBE•. STA. - END STA. 5ME LINEAL FEET a 27+00 - 27+93 L 93 z a m-ff5i 31+2 - 31+45 L 23- 32+45 L 23 = p= 08'58'18" 34+02 - 36+44 L 259 R = 300.00 L = 300.0 OPEN 28+96 - 30+12 R 116 L v 31+79 - 32+02 R 23 O_ STA 27+ 32+26 - 32+49 R 23 O INSTALL 2 LF 18"RCP SPACE o I �' 33+90 - 34+58 R 68 S-1 R 23 NV iN=a 3.38 STA 32+14.18 PEACE PIPE 36+08 - 36+31 o z a z + INV OUT 993.05 9 STA 0+00.DO GRAF ST, -SOUTH TOTAL + STA INSTALL P-RAP SEE D3 SEE DETAIL;62 GR;F ST. -NORT Z e N�_51-T3_�' S Ty STA 27+50 D2 INSTALL STD. C.O.B. Z py�y.,►�"O INSTALL STI 9810-2 BARRICADE LO `?S w 'O DITCH INV-499488 t? z - PIPE INV=4993 5 0+7° c1 D3 A 32+35.17(PCPIPE) _ L" 11 TA 0+35.61 (SGRF) L" II a INSTAL STA 34+11.16 ST9 e INSTALL 22 LF 18"RCP v o•--+ RIM=4998.55 D3 S=0.50% S 4 +21.06(MSUN) o� \ NV=4996.55 ( Er PHASE �p - INV IN=499 94. TA 34+STiO S L S 1 (SWTR) STA 36+43.92(PC PIPE) ' o INV OUT=4994.61 9 INSTALL ST10 I LL STI2 + I 3 INSTALL 38 LF 12"RCP o P INSTALL RIP-RAP E D3 DITCH INV=4996.05 -4999.00 SCALES T o RASE` PIPE INV=4994.72e =4996.59 D3 5=0.53X 1"=50' Hz - J y CL INV=4996.49 INV IN=4996.59 1��=5' V W N d 5t o a q. RCP SN7 P9 INV OUT=4996.39 v� -�_ t.0 E��nC S=0.7f. ti*S& _w 19 LF 15"RCP p er--- `. O,RI+/ INV IN=4997.29 N P W r3 ,- Q' S=0.53X r 7'�� \ INV OUT=4997.15 02 - 8 INV OUT=4996.292' E * = 3e a a FOR INTERSECTION q STA 27+50 p= 23'S0'28" STA 31+93.17(PCPIPE) m b 1 ti GRADING/CULVERT DETAIL INSTALL 39.5 LF 18"RCP R = 300.DO STA 0+35.61(SGRF) ' �7 y2n 2 STA 0+28(SWEETWATER) �C^ L = 124.83 INSTALL ST8 `�J,; _ S=1.50% 8 RIM=4998.39 3 <' INSTALL STD. C.O.B. 4 - END PH.1 CONST. U CL INV=4993.66 LOT LOT INV=4996.39 D3 STREET SIGN c.� 7?•P NSTA D. INSTALL 6"ASPHALT HEADER INV IN=4993.97 + w 5 I � -m SEE DETAIL: INV OUT=4993.38 39 40 19 LF 15"RCP v ¢ f-. D3 19 LF 15"RCP (b V• e 0 w G Lf 15"RCP 5=0.53% LOT 5=0.53X =0.53X NV 1N=4996.45 v N \ d INV IN=4996.4 INV IN=4996-6519 LF 38 8 S053% R I L D C.0.S. = _ a a `981 B RICADE --- W LOT INV OUT=4996.29 ,5a w C 1 STA 34+17.16 V STA 36+4392 PEACE PIPE INSTALL 40 18'RCP STA 36+22.92(PCPIPE) aN /. STA 0+00.00 MORNING SUN O m m S=O.SSX STA 0+21.15 OPEN NV CL INN 49 4.94 RIM=4999?00 LOT D3 8 LF 12"RCP ` SPACE - i 4 1 INV OUT 99472 INV=4996.39 /a S=13.25% \ g LOT 27 LF 15"RCP i N INV IN=4997. R / S=1.10% % 2 °= 034 °2" 62 INV IN=499660 19 LF 12"RCP LOT O 7 R = 300 0 INV IN% Q NV =4997.3 \ \ - OW PO T ELEV = 99&08. - 5015 s 5015 L W POINT ST - i PVI TA = 34+2 .58 27+63. 2 PVI LEV 499 .93 PVI STA 27+50 N.D. = 1.241 PVI ELEV 4996.74 - _ - _ -. o o a o m o = 80.595 5010 A.D. 1.357 5010 _ 9.7 - m 100 000' VC -... _ a , 5005 5005 0 - o e d d N d d EXI TING `^ 5 ro w ? STA-34+1 .16 Z w GR ND FINI HED G ADE a s m T 5000 _ I ®CL-499 83 5000 m m w W STA 27+52 + IE ®Ct- 993.8 6 _ W �. 4995cn 4995 ~o o _ I _Z 1 a- CD V d a N< 4990 W Q W L'^1 O ww<W w�II P 4990 w<f V I �, �� w w 1 z Q CDn- i +oYFu 1 I n4 4985 N N+V w - + C/') 4985 ^o 1 W Z I 4980 J 4980 I T 4975 PROJECT N0. - � �� 2336.013.040.031( 4975 > rn d o,o n„rn� w� SHEET NUMBER rn � N w 00 w A �0 o� � TO O� O ml � P4T I d 32+00 33 27+00 28+00 29+00 30+00 31+00 +00 34+00 35+00 36+00 Pv�a-v.oMc r � ' NSTALL STPNA SE 2 D. 810-2 BARRICADE / \ s >i = a` PHA SE � io6 W'�rc 0+35 SWEETWATER I I 0 �E W�o w.x INSTALL ASPHALT HEADER I rc rc,��,$a m n 3 SEE: P4, SEE DETAIL 2 I s� D2 D3 STA 10+02.78 MORNING SUN FOR INTERSECTION INSTALL STA 15+93.73 GRAF ST.-SOUTH GRADING/CULVERT DETAIL STD. C.O.B. NgSH PHASE 2 STA 13+80.74 SWEETWATER I « STREET SIGN SPRING CR CU2 p EK PHASE 1 7 STA 0+00.00 MORNING IN / / `'f-, C B SIDEWALK OTY'S INSTALL STD. C.O.B. PEN TT STA 36+43.92 PEACE PIPE9810-2 BARRICADE 19 ( STA 0+00.00 SWEETWATER BEG STA - END STA 2U LINEAL FEET OPEN END STREET CONST, AT SPACE ry h� a 6 R 23 INSTALL SASPHALTEH I 9 LF 12"RCP STA 13+6296 SWTGRASS 6+73 - 8+96 R 199 SPACE INSTALL ASPHALT HEADER ( ) y 2 STA 10+20.56 MSUN 9+73 - 9+96 R 23 SEE DETAIL 2 1 ( ) EY p= 08'30'46" y, I p. 10+19 - 10+42 R 23 D3 * =2.58% INSTALL ST15 `-0g R = 150.00 O x - INV OUT=5OD6.56 RIM=5009.05 - L = 22.29 �O D WV=5001.05 i 6 a w S 19 LF 12'RCP l S A 9 LF 12'RCP = 14'31'S7° STA 15+72.44(GRAF) S=2.74% 19 IF 12'RCP \ t A = 32'11'25" R = 150.00 INV WT=5006-11 INSTALL 38 LF 12'RCP INV IN=5007.57 5=6.58% R = 168.55 II _ L = 38A5 5=0.53% INV IN=5007.67 I r L = 168.55 �n � �-- .42 OPEN SPACE ^8 p n O5 INSTALL STD. C. gt .� STOP STREET SIGN o � T LOT 63 e �� II STA 9+85.01 (MSUN) N yl LOT S n 10 STA 15+75.95 6I3RF) 8 F--1 ? - INSTALL ST13 U INSTALL I N 1--�--1 A 8 64 Oy RIM=50D8.40 W STD. C.O.B 5'R Fy! LOT �4 OPEN INV=5006.22 < STREET SIGN I I O I - STA 10+17.59(MSUN) STA 12+ 3.93 M NING SUN w LOT 65 SPACE OT 9 LF 12"RCP STA 15+6892(SGRF) STA 36 49.48 GOLDENSTEIN Q _ LOT INSTALL ST14 / 61 - 0 S=3.42% RIM=5008.58 INV IN=5006.87 ' LOT \\--- 66 INV=5006.42 ISTA JH .Od TO/I+46.00 � m I 60 L - \�� 1 SCALES:H 19 LF 12"RCP I INS7A 271E�F 12"NDPF J ---- - - LOT I LOT �w7a¢ . 59 1„ 5, V 51 �� S=z.58% - 49 J _ -. _ � o 110.00' Vc N +�00 5020 Pw ELEv 5o1o.a3 ^ I 5020 s A.D. 1.186 - - - N o K = 2.713 ♦ ' s m + O o + o c ' mm 5015 w 5015 w > o m - w m 63 > 5 w 50101.4 010 1. I z < " - Y v ° d FINI SHED G AIDE i o o e n II a s EXISTING t 446% _ 5005 ON 5005cn ° o ui 5000 - - -_ __ z w ,_ N 5000 N Z Q 6� Z 4995 - - - --- - - + +� _ 4995 W pQ �o CD Q 4990 ^o 4990 =D (/J -- - - C/) I rcW ww I 4985 4985 o M o o - - O 0 ol 4980 PROJECT N0. 4980 - - - 336.01 040.03t ^ o rn a rn rn - __. e rn .-_ a rn a m " a rn n a 2 3 0 god and rn^ n nQ� o� n� �m gyp" o,� aa, N" Op?� rnm Mrs �`+o �� '?�n 'a" ttppOrn "'^ O1�n 1O^ 'moo SHEET NUMBER �� OHO S$ S$ 00 8"O 0o 00 00 00 00 O 00 Sco csiNO pa0 00 00 00 00 00 00 00 00 00 fa <y <a No �0 No to N� ��(1 )o N� NN N �u0"� Ind �N NN �'!� �� NUo1 �N �N �N �N N� P5 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 PPu9M-P.DWC C O B SIDEWALK OTY' rc J �! BEG. STA. - srD s END STA AIL IN A FEET L ^ Q OO 0+12 - 0+35 23 F A N Q I UU STA 0+00.00 N4fITE EAGLE CR. fit! 1 1 = Z 8 0� E W� i STA 3+42.80 PEACE PIPE r - 000 I / LOT LOT o �olz w, INS ALL .0. 10 U N = mnw Q STREET SIGN 9 LOT 8 J zig s�o3o <� J o= 17-02'08's R = 150.00' o z L = 4460' LOT SEE: P2. Di p•;. n 10' P.U.E. '>a• •r.rH �s� FOR INTERSEC110N 7 - c•.at GRADING/CULVERT DETAIL c !' WHITE EAGLE CIRCLE wzess H _ Kl A \ wze a '• W '-^ o i rn , U.E. ze.ar LOT z z z - + U �11 OPEN � - 16'49'S8" a - �, p� `w� I `�I R = 150-00' '°$ OD !v � 7ou 6 SPACE I L = aa.o�' m A as '° w2e.45 Sty_ 8 % LOT I LOT 2 LOT 1 1 3 w LOT 1 �OT 5 GALE 1"=50' H ' 1"=5' V \ _I H )R (SEE Pi) OPEN / 6, / SPACEDOD o I ' I p I f i .. soao i I � I� ol a � r + I ; 5040 I r I 5035, r - o - 5035 Cn 1 w EX15TINh I 4-t— — GRADE F a 1 I - - 5030 a m w � INS ALL F 1 RCP r - Cn i L IN = 5 23.59 t_OQ 7 i! — i 5030 j U N Cn a a w Qf 5025 cn LLJ o 5020 a N I i I I Q Q i p N I 5020 : I t Z 5015 I- o 5015 a W 5010 '?v ouni mo a,^� aoo n,n� nn Nn mn _. 5010 PROJECT N0. ,1 o0 00 oo o0 00 0� o� off N� 2336.013.040.0310 o,ll 'o mN ol No N� SHEET NUMBER ' I• i 0+00 1+00 2+00 3+00 4+00 P6 , I PPrca-P.owc i + I 1 LOT Pc = i 43 i 51 a \ r z � .' �o OPEN ��_�� I I -� =Ws SPACE I STA 13+so f 'a LLI ------ ---- - � of al LOT LOT 47 0 OPEN— - 52 � \ " auma a < 61 SPACE �s=a�<� x to r A. 1 i 2.SS.BB ` \ LOT sTo s 60 ` it LOT -, SIDEWALK OTY'Ss259 BEG STA. - END STA. 51a LINEAL FEET PTINSTALL STD. r SEE: P4, 0+12 - 0+35 L 23 '81LOT OPEN8g C08. STREET ' FOR INTERSECTION .n 0+12 - 0+35 R 23 eSIGN y1 GRADING/CULVERT DETAIL LOT 6+Ot - 9+78 TORAL 3477 03 46 SPACE158 \ 10 P U.E. �- / rA: rrs� A = 38.21'34" R = 300.00 \ i i z L = 200.85 LOT /' \ _ Ws � LOT ' ''57 / 1 \ LOT 10, P.U.E._a „ 54 45 \ og + `� A = 67'30'06" / 9i A o a y LOT LOT R = 300.00 S4 - L Q a a 56 55 �s L = 353.44 8 / o 1 r z F w ISTA 0+00.00 GRAF ST. -SOUTH A = 53'01'07" n ~ $TA 32+14.18 PEACE PIPE LOT O R = 300.00 8 �J STA 141D662 GRAF ST-- NORTH L = 277.60 `y r' 41 0� o a " / LOT % 44 LOT __ - _._ e � 01 (r � � ~4 T3, LOT 40 42 y / � - OPEN SCALES: 1 OPEN ` LOT \ SPACE 1"=5' V SPACE �� 43 a — ❑❑ { z000 o vc O ; 5020 Y Y _ u so2o w o IGH POINT- TA -'12+0 w II > > > rc ± o PA STA-:- 12+100. PVI'F1kV. 501�34: w 5015 :. : v A.0- - -7 40Q w o cii a o m o > > _ > > I Q 5015 o C o o N u N XISTING - 5010 + oo a > I ROUND -� 5010 N J _.- II W 11 1.2 07. FINISHED CE GRADE m 5005 a sa s = 5005 U O F > 0.9 07< Q Fes-- W + co Z rh W Z W 5000 a a �--% 5000 cn W EXISTING _ GROUND OD CD cn— O 4995 0 4995 o F— + LLJ w I O W 4990 a w a o 4990Of L 0 d oo n o+N d w 4985 4985 o n W _. — J 4980 4980 PROJECT NO. 01p ^d SOD N♦od aNd 4md 6 N bN O Jr N,n N 10 Nd� N�n N�d NdN NdN Nd d Nd NN NNd ��d d dO ON ^Nd Op1 Nd N 2336.013.04 0.031 0 � N On N 0co D . 0 m SHEET NUMBERN 0 0 0 0 0 0 0M N 00 0 0 0 00 0 00 00 00 N0 0 00 00 0 0 00 00 00 00 0 00 0 0 00 N0 N0 Nn N NT0 O NN 0 10 N0 O N P7N 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 101-00 11+00 12+00 13+00 rrscsl-r.orc OPEN � I o a,< SPACE OPEN SPACE wog a ma • ) t = io�z�pw� I, STA 15+93.73 GRAF ST. ' STA 10+02.78 MORNING SUN w g o LOT STA 13+80.74 SWEETWATER D- i <mk' w u 51 0 SHT PB INSTALL STD. C.O.B. LOT a~ SHT 9810-2 BARRICADE u i'oo?o ia'o 50 STA 13+48(SWEETWATER) 'au19A yh END STREET CONST. `A{c�� ""''b ,7 4 w2 a I u INSTALL 24 LF,6'ASPHALT T Ariz N� s.Qtt b �Q tiQ 7� -u HEADER, SEE y r. ST — �A cn — SWEETWATER s DR. N N = 22'27'45 R = 300.00 INSTALL STD. C.O.B. L = 117.61 - STREET SIGN u~ e SEE: P5, D2 U FOR INTERSECTION Z � LOT 48 GRADING/CULVERT DETAIL LOT 49 SM5' Q.0 B. SIDEWALK CITY'S ��. SCALES: BE STA - END STA, 519..E LINEAL FEET 1"=50' H 15+64 - 15+87 L 23 _ .93(MSUN 1"=5, V 15+52 - 15+75 R 23 f3 STA 36+49.48(GOLDENSTEiN) - - - - - TOTAL 49 Q = n 5020 5020 , M t.. , I I - 1 5015 u u n 5015 w J Ln (n a a _ _ - 5010 5010 LLJ W s 5005 z U 15 72 441 5005 INS ALL _ 1 RCT __ — CA 32 1 - =D w N o F O ;. .... 5000 w I o _. N 4995 - 4995 w Q O wam r,�.,�z 1 I - - - - - - _ Q w + LLJ 4990 Z 1. Tn 4990 - 4985 4985 - - - 4980 PROJECT N0. 4980 - -- ------ -- - 2336.013.040.0310 � n ^� �co NUMBER �� of 00 10 P8 14+00 15+00 PPSQ2-P.MC �T rr I - ek / /NOTE. 7RR, OR/�/c UTWE ACCESS �—J 1.)THE S. 3RD SUBGRADE FROM STATION 6+bO TO \ .��` \ EX LEGEND THE INTERSECTION OF GOLDENSTEIN SHALL BE, \j°\ R�� EXISTING W lr�~ F GRADED UNIFORMLY TO PREPARE FOR THE NEW \ \ \ ROQ _"- --- DITCH BOTTOM 0) mzoi n z SEE SHEET G2 FOR \ P TELEPHONE CABLE BURIED w z o OPEN I I I S. 3RD CROSS SECTION. CONTINUATION OF ^\ \. \alv SOUTH 3rd. CENTERLINE Wz5`a zw t ` TRAIL ON GOLDENSTEIN RD. 16th LINE OF SECTION SPACE I 2.)CONTRACTOR SHALL CONTACT U.S.WEST REP. INSTALL WATER SPREADING DIKE \ - - _-- EXISTING EDGE OF PAVEMENT = zoezn8xz — EXISTING RIGHT OF WAY (D rc o FOR ONSITE FIBER OPTIC INSPECTION PRIOR TO WEIR,SIZE 5(3•L K 4'W), \ \. w 3 iF w \ -- TV CABLE BURIED W< x<z a EXCAVATION OF S. 3RD ROADBED 0585-2353. As MANUFACTURED BY RoscoE (('��, w o z_o I STEEL,BILLINGS,MT,WTH \\ \.� GA AVER WATER MAIN <w I 3.) SEE FOR TYPICAL S. 3RD. SECTION DOWNSTREAM END OPEN AND 18" A� \ \ INSTALL 10'SEAL-SLIDE ----- GAS PPE LINEAD EWER IS BURIED l \ FIELD TURNOUT HEADGATE o o ' 1tj D4 CUTOFF WALLS.SEE DETAIL 3 Q \ \ A WATER SPREADING DIKE WEIR U '-"v�n n In"a w -\ - ISEE SHEOT 11 OAB OR IRRIGATION �j \ \ !\'\ AS 10 LF CMP ATTACHED - -- 1 NEW PAVEMENT o o?o z<o I I , COMM. LOT DITCH PROFILE. 9/ �\ \ AS MANUFACTURED BY ROSCOE r m STEEL,BILLINGS,MT o 0 1 INV=5040.08 _ z, r - - -- ----- -. , EXISTING PAVEMENT A SEE DETAIL a ° p3A •"' FUTURE ---- EX. IRR. DITCH \n+\\ \ ?r'Vi 2 y ,Q= \ �. r ACCESS ) - IRR. DITCH REALIGNMENT ACE ti €''- `�' COMM. LO I FUTURE I N.I.C. (ABAND. k FILI �\ ABBREVIATION LEGEND .o W "• �- �, "` ? ACCESS - APPX. = APPROXIMATELY i \ N.I.C. I - / BUR. = BURIED �- IRR. DITCH REALIGNMENT A= 28'34'26" \ \ STA 10+08.88 SOUTH 3RD AVE +'a'PBF EM SEE SHEET It R = 705.00 i 7;R CATV = CABLE TELEVISION M•sx.n•J /! ,r STA 1+01.97 COLDENSTEIN� WARNING.. \ _— s—� -�§-� CL = CENTERLINE \ C.O.B. = CITY OF BOZEMEN m F MULTIPLE,URGE CAPABLY L = 35L59 / ,ARP\\' p CMP = CORRUGATED METAL PIPE� TELEPHONE CABLE � I 1� � \ - s rc a (B£TWfEN 12,6 VAULTS) ( -_� STA 9+91.15 COMM. = COMMERCIAL Y APPX. 2'OFF£X. SHLDR. f f g w z \ 1 I \ INSTALL Irl LF S-- (EQUIV.) _ 1 P -�, IJ[`lE CONTR. = CONTRACTOR IRR. DITCH REALIG�NT � APPX DfP1H=J-I' CONFORM TO EX. DITCH (�, I � /1/1 / r`�J y - \\ RCPA C RT S=2.00x COORD. = COORDINATE INSTALL STREET '�?S, _ _ INV = 5037.11 I / ��O �� , \ INV TOUT=5040.82 ELEC = ELECTRIC g N 1 STOP SIG P —4— ---___-- 9P I7 EX. IRR. DITCH SLOPE = 0.71 C m Y \ q EP. _ EXISTING PAVEMENT FUTURE - _ __ - -�� -_---- J _ _ ---- — �f�--- - \\ INSTALL STREET _cD _,. -, EX. IRR. I H \ ING BUR. TEL A CAN \ ACCESS _ - `� ��— J _ - - - — n�i+•^ _ . . - _ STOP SIGN; E%. FHYD ASS'Y = FIRE HYDRANTASSEMBLY S• \ N.LC' !� 1 . . . . a --' STOP SIGN MAY INV = INVERTBE 9t • a - _ -'- -- - ---_"` _ \ REU DVACED R = N AND R IRRIGATION _ = LENGTH =�� y� - TL MJ = MECHANICAL JOINT _ a N.I.C. - NOT IN CONTRACT EX 1R r 1z `fir "+ S. 3RD AVE.(EX.) �\ PED. - PEDESTRIAN GAS II GAS GAS GAS P.L. = PROPERTY LINE V 1 v PROP = PROPOSED r,� ►"� STA 3+04.98 SaTH 3RD AVE. + STA 5+62.46 - END EX. \ PVM'T = PAVEMENT '{ 3R STA 0+41.58 LSE HORSE OD �CONTR. STA 5+62-8+50 ,� +. I ', S• _ o TO COORD.RE-LOCATIpJ srA s+oo PULVERIZE EXISTING PAVEMENT SURFACE 12x6 rfL vAuu s \ R = RADIUS w TEL.,CATV. MATCH f%/Sr/TUG Pvf9N'T LEAVE 4'OF EX. \ RCP = REINFORCED CONCRETE PIPE / 11 +00 R 4'8 37" 4 w PROPRIATE UTILITIES SA W[U7 AS LENT '\ F--�-r ASPHALT AROUND RCPA = REINFORCED CONCRETE PIPE ►'� e TEL VAULT \ ARCHED (✓ p O MATC D T R = 80.330 SEE DETAIL BEGfN PAYEM6N7 \ ` rn GpS O Al A C'D O B PAVEMENT � SHL.DR. = RIGHT-OF-WAY STA 5+62 46 = SHOULDER K STA 0+00 12x6 TEL VAULT T.B. = THRUST BLOCK t PAVEMENT SURF ACE MH RIM TO SCALES: \ \, TEL. = TELEPHONE 20'NS`MpN PULVERIZE EXISTING FINISH GRADE AS V. = TELEVISION CABLE —� 1"=50' H , \\ V.B. = VALVE BOX RP REQUIRED 1 -5 V \ `\W.V, = WATER VALVE A r a STA 0400 - STA 10+0 .88- - 1 INSTALL 1008 1.F 8' WIDE P VEMENT z - - - w �1�II STA 5+4 - 9+90 CONSTRU T IRR DITCH LEFT w m p _ m UT1Ll7E P VERIZED A HALT: ... --. : - -_•p._ AS FIE- MAT'L- S. 3RD REALIGNMENT < 5050 _ - LID. 5050 ff u :. 9 5045 L - — - - w o N -- ,, - --- - 5045 I w Ln Lj II _ 0. 71% p/;r� J1 Z o W �1�/� TA 9+91 15 -- Z I, I 4 O M - c�f i INS ALL 48LF A - - O F-- \ IF ®CL=5041 O _.. — z OO qQ _— cf) - OU z ZO I - l - co CD + w _ :::D LLJ O 5035 cn uj LLI tzz 1 w I I T L. VAULT ::. Z� (n j _ d� j Cn— Q O 5030 ' - LARGE C PACITY '° -- _. _:. _ __ LLJ O O TEL CABLEO+ APPX. 3-4 DEPTH 5025 - — _ 5025 vi Ln III° cn N II u, 5020 - - - 02 b CONS RUCT PEDESTRIAN TF.AIL FROM +00 TO +50-APP - -- �' I v 1 SEE DETAIL SEE HEET G2 F OR CON71 UATION ON GOLDENSEEtN RD. - - u1 a n N _ - --.-. PROJECT NO o r1 N 5 1 2336.013 040.0310 n m co n O N ^m c0 b DO c0 to V N O� N (O 4 N �p oD M O Ql Y f O�m t0 M O a n o �D t OD M� �^ �� M� �� Mj �O O N N MN rjN r`H] N(b r7� h4 nut N� 0 o r'1 0 o"1 0"� a v v N �i Ni ri vi SHEET NUMBER o"> 0'''1 0'''1 0"> t a < a a v �ti n0 in0 in0 in0 in0 ,no u�0 NO u10 voio NO NO � � od oa oa �� oo < P9 w In v1 u'1 Ln �n In in In v1 LrY vY vl "1 '� "'Ln 'r'L io ,n o vi o voi o h^ --- 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 O mzoi�=� I I \ 1I rn �<_ i$�za�ia! Ik � rca��a�o�o �clz tt \ zama ,tea I tl o - t1 L \\ rpo rfar I Detention P s for Fl Plai �r'aiO e� M&K2 l 1RR Deten Uon Pond far 4 /', RR 20'DO g I I Drainage Areas N&J i � forDrainage a u Area L&KI f I w yi N a b Or. SLOT rol. "LOT w I I L )m .1 Ile LOT 1Sr LOT 93 10,Im W Norr A :, GRAPHIC SCALE I ,. I \ J LOT I \ E n Pond ent � 1D0 0 IW 3V0 a0D tT ]] Lor#te fort D t Pon "VA ( IN FEET) McLEOD PARK , \ eO E&K Lch \ form 1 ❑ = 200 ft. I L. 1 �ap - - mt Iz9 Z N w air 9 IDO Year .e`` Lor to LOT Izt Lor N Fy4 �,�/y11 Flood Plain I p 0 Dr�tag S O ALL y Mr, -im-Ir �_ S.ss C, 0T tt2 or Il9 ` � t g _Lot us _ _ I LOT Be _ m i� Pond used t e9 taln _ LEGEND I; a III a„Ie I Dangge Ared s t Lor ut F G,M,�f-Dra nag"Flow /' -__ s000' �I�pp J� Lot ue LOT er { �-f Cross swde � 0 t Po l�.l --- LOT x ♦a90 a RR R-p-ROP on FOGric / LOT x LOT alDe a Dra no e 1 i for II) - \ cf C-b,, Feet II Drainage Are.Boundary OR _ LOJ�1M LOT IM-'� _10�Mel, O Drainage Area Flood Plan F111 Area lot � LOT Its LbT�,t6 RR t ¢ an NOTE" COMMERCIAL LOTS DRAINAGES AREAS A&B, '1,� LOT 9 j R NASH SPRING m m m a HAVE ON SITE DEtENTION PONDS. 1- II �or xI RR_ - w I II wes CREEK o 0 LOT 1.1 36 LOT NaM Lot l) LOT b T.0 L07'M a h ''` LOT x0 Datert r,Pa L LOT M C < C O I NSF, o Detain Drainage } O� LOT fi _ Area CI _ \Lm ♦ Lm LOL la - - or 6T LOT I wetland or...ed to Detain _ "L. - - - t Drainage Areas C&D \r 1e 100 Year moo- l / or u\ - LOr el `' �_ LOT ez I IDE TENDON POND o LOT I Flood Plain .Lo r 1 a U / I • LOr e. Lor er LOT all Lot la O Lm se •� z J R Fill Area �aT eO. !� LOT eB tdr'eO Q W �/J�t\ Grade to Drain to - (L _,! Moming Sun Drive ME ME It LOT I. �y - -LOf e6 LOT 6_0 LOi r m9 11j POND Z Q -J F- Lo, L/)Z LLJ > LOT LoT ro �- - Z Q Ln - / ' Lor z to-isch deep Gr nd �or v ` LOT n LOT n W W Water i Ditch - ` _ f � VE TEN 710N POND$ �IQT See tall OT H Lm sx LdFOO, LOT r6 w a- O/ .� l L e c D3 Sor st LOT 72 U J Cn m ILOT` 'eoz6 / Z J� Q Q w Juy �' CJ Qf LOT /// I LOT N LOT.r O F mo Lor rs L o LOT r. ( -�a Lot/w /... }•. � Z I _ ! ' I e �l *O I I I III PROJECT N0. �- 314,347 sq.ft. 117,359 sq.ft. 287,744 sq.ft. 557,634 sq.ft. 25,674 sq.ft. 160,685 sq.ft. 315,312 sq.ft. 285.092 sq.ft. 501,727 sq.ft. 308,397 sq.ft. 349,579 sq.R. 162,046 sq.ft. 855,601 sq.ft. 261,813 sq.ft. 172,521 sq.ft. 240,727 sq.ft. 144,309 sq.ft. 78,445 sq.ft. 1 I 2336.013.040.0310 a 7.22 acres 2.69 acres 6.60 acres 12.80 acres 0.59 acres 3.69 acres 7.24 acres 6.54 acres 11.52 acres 7.08 acres 8.02 acres 3.72 acres 19.64 acres 6,01 acres 3.96 acres 5.53 acres 3.31 acres 1.80 acres I� 0. DISL=710 ft. 0. DIST.=560 ft. 0. DIST.=890 ft. O. DIST.=1960 it. 0. DIST.=700 ft. 0. DIST.=1620 ft 0. DIST.=1305 ft. 0. DIST.=1110 ft. 0. DIST.=1540 ft. 0. DIST.=940 ft. 0. DIST.=1020 ft- O. DIST.=930 ft O. DIST.=1460 ft. O. DIST.=950 ft. 0. DIST.=1100 ft. O. DIST.=1480 ft. O. DIST.=790 ft. 0. DIST.=550 ft. SHEET NUMBER Runoff Co.=0.61 Runoff Co.=0.49 Runoff Co.=0.45 Runoff Co.=O..38 Runoff Co.=0.70 Runoff Co.=0.49 Runoff Co.=0.39 Runoff Co.=0.47 Runoff Co.=0.45 Runoff Co.=0.39 Runoff Co.=0.44 Runoff Co.=0.49 Runoff Co.=0.44 Runoff Co.=0.45 Runoff Co.=0.49 Runoff Co.=O.50 Runoff Co.=0.50 Runoff Co.=0.46 Volume=4946cf Volume=1269cf Volume=2831cf Volume=4243cf Volume=511cf Volume=2082cf Volume=8360cf Volume=3294cf Volume=5524cf Volume=2234cf Volume=3641cf Volume=1335cf Volume=13577cf Volume=2718cf Volume=2163cf Volume=3281cf Volume=1224cf Volume=710cf G1 NOTE: VOLUMES WERE CALCULATED USING THE 10 YEAR 2 HOUR EVENT. THE PRE-DEVELOPMENT RELEASE RATE WAS THEN SUBTRACTED TO AOUIRE THE VOLUMES LISTED ABOVE.. VOLUMES FOR DRAINAGE AREAS •E & •K WERE CALCULATED USING THE 10 YEAR 2 HOUR EVENT. NO PRE-DEVELOPMENT RELEASE RATE WAS SUBTRACTED TO DETERMINE A RETENTION POND SIZE. 4MORAN.DMG I LOT 26 �b=�4rc J / 115.0 13.6 ��w LOT 25 Wetland Area �' � ff,s��<�� - - - -- -----------------_- Detention Pond - h u o= -- / �- LOT 24 119.7 r ! ! - --- - - - �QA LOT 23 / , 'r HZyN: �-D rn / Gross Swale Graded;'to'Droir✓ /t' �'' x 1 5019.06 ��'/ p' / r COMM. ]LOT RR 64oµ FMB ! , ,/ I I H INV-= 5020.66 / LOT 15 135.3 _ 117.3 18" RCP IP NV- 5019.41 /� -12" RCP _, 125.27 IF = 5024.09 IF 5023.65 j' 17. � OPEN P s S PC - l /, ��--- -- 15" _�-_ �- -��E^i`•'----------------- 1 � -- - - - E s 4 � Q -E - LOT 14 CPR - _ J, / j ---- IF= 5026.21 E.ES. IF 502001 �a IF = 5029.98 /- IL 5023.39 LOT 13 If - 5034.12 - - �- \ - ST1 / i I, STS 1 \ 120.8 - - ✓�_;_ ;\ / RIM = 5031.48 1' " RC RIM = 23.499 1 LOT 12 -,� - IE "029.48 // , r IF 5023.49 5024.90- <r _ IF - 5024.a6 122.4 \ - �� S lE --5028',94 26.7 f� RIM= 5ozs.o6 I6.7 ® LOT 11 _ - � / IE = 5023.69 - 'I I I 127.0 w T ,g 3 IF = 5029.57 �- _- IF = 5024.46 S0� �� 9 y- n R�P LOT 1m� O <Cw IF = 5028.69 � IR i _ ST2 36" CPA _ 12" RC RIM-=5028.79 9 In h deep Groun IF 5029.65 LOT 10 Wate terce itch s 020 �peten of > E� 128.0 Grade t in 18 ``I Ptlnd 12" RCP n etail 3 L_J LOT 2 ` 129.1 u IE - 5030.08 ST3 / k / RIM = 5031.28 II If = 5028.99 \ ``\ ze. LOT g ` 122.55 a ak' IF = 5029.62 ``� 128.5 \ o o a m o z i a z6.9 OPEN SPACE �2 betention LOT 3 \\ Pond r COMMA LOT 1 �� GRAPHIC scar 1 /� ` �v r w o n rm 1 I 1'llLOT 8 29. 129 0 \ 1 Inch 50 ft Q_ F- / 29.9 I I ZILLJ I 'Y" I I LOT 4 \5025 LEGEND �zo F/5Q � 1313 3os CURB STOP ELEVATIONS p I , r r I , 'Zbp e!' FOvwD�.TON ' I _ _ 30 132.3 = 81i8+N6-P,4B ELEVATIONS m z o z �� LOT 7 1zs.27 = FINISH SPOT ELEVATIONS �Q I ' - LLJ Detention" 31.1 1zs.5 f- = DIRECTION OF SURFACF FLOW z CD z N Pond \ F.E.S. = FLARED END SECTION � 0 m _ �~ Cn �' LOT 5 IE INVERT ELEVATION LLJ cn 132s l OT 6 RR = RIP-RAP ON FABRIC v z NOTES Q o z 1 1( r 1. A TO ELEVATION � cn �------------------------- \ � D 4900 00 FEET S � FOR USGS DATUM. \ I�IL 2. DRAINAGE FOR COMMERCIAL LOTS _.5038.34 I � i 36"/acPA ' RCP FINAL SITE BE PLAN.ESIGNED IN THE 12 1F/@ 5038.42 � � � - - - - - - --- - -- - - - t r - F --_ IF = 80344G I I IF _ ---- ----- -- T T' -co 2NrT'Yp PROJECT N0. -1 �f F _- -- _- - - 2336.013.040.0310 Aa- _ SHEET NUMBER W D�►4 l -- -- -- - --- -- - - - - -- -- -- --- -_ T-- - - - - - -- - - - - - - - - T SVMitAOEDMG 100 YEAR F y0 PLAIN �- ,� /iG1ATTHEW BIRD- ; ! LOT 118 `- � CREEK i LOT 113 5000 C { �o� r� { a- U?,OiEE OPEN SPAC OPEN SPACE E, S = 0.500% \ IE IN = 4997.89 � I \ ; LO` 11 v ZZ y LOT 32 LOT 33 \� IE OUT= 4997.82 /OT , Zs 1 � 114 104.0 ee Detail®for Drainage :a ~ m (''�� -o wwg b PWVD 105.6 ea Di + ' s� YmQr _ i� \ Detention Pond 1 t _ --- -- op Elev. = 4998.89 , �. 1 -- LOT 31 Bo am Nev. = 4997.89 YYY 1 12" CMP V1i- LI ok-01 L 19' �• I w G S - 7.899 _ --- _ IE IN = 50�0.43 RR IE OUT = 4999.93 l { LOT 11 5 ^ �!_----- e ,a RCS w s.• LOT 116 ay.1 - `- ♦ ---PIPE- � /T E N 60" RCPA w/F. S. E -p E / assss7 LOT 30 - - -- -- - , � - aR� E- ♦ • - = 7��j � I / _ 0.5009 _ _ 5 19i_L 14= 4997.27 4996.8g _ IE OUT SD05000:33 18" RCP ,: _ /---- -- 12 RCPIE IN - - _-- - w IE {� p ---- --- - / / LOCI c, RR { �`r""� - - -- ------ LOT 29 { - - -- -- -- - - SS ,1o.t i LOT 21 1 ,2' cMP ` 1 IE= 4 6.17 Detention Pond 400 tElev. \!� os., Top Elev =.5000.13 IE 499887- Bottom Elev. =�4999.131 IE = 4998.24 -=- - O LOT 2 LOT 34� �� LOT 20 �-� �' ,� 1*1 LOT 35 LOT 36 'LOT 37 � 111.9 108.4 L = 13 I 102.4 1 -- 102.4 - 102.4 102.4 S = 0.500R ; 5 �0 IE IN = 4999.13 .` 102.28 f IE OUT= 4999.07� � Q � ci 10 See Detail®f fr Dr ' age � Area C1 LOT v „3.4 ' LOT 19 so `'a, OPEN SPACL�\ ' '• C ° 110.a LOT 26 , LOT 18 00� ns.o tt2.a o ii i, • 100 YEAR FLOOD PLAIN Cn Lj 12. 10 LEGEND j ® - CURB STOP ELEVATIONS AT MIDDLE OF LOT w LOT 17 .R Powaow a z 132.3 116-�AcB�ELEVATIONS p z MF CD 1139 t2s.27 = FINISH SPOT ELEVATIONS = DIRECTION OF SURFACE FLOW m c' w /j 'a' 18 inch deep Ground F.E.S. = FLARED END SECTION z o z Water Intercepter Ditch � w IE = INVERT ELEVATION LOT 16 so Grade to Drain RR = RIP-RAP ON FABRIC - SEE DE TAIL D z ly N 0 of 115.5 �; See Detail G) NOTES m w ss I. ADD 4900.00 FEET TO ELEVATIONS w c� FOR USGS DATUM z !Q 50 [. LOTS 34, 35, 36 & 37 ARE IN THE 100 YEAR o z LOT 15 FLOOD PLAIN AT ELEVATION = 5000.40 z � F%m%L% F%.oar >• TeP or-P►+O" t\"L* T4V, V- 117.3 GRAPHIC SCALE ( IN FEET) PROJFCT N0. t inch= 5o It 2336.013,040.031 SHEET NUMBER EXISTING yi POND G3 s° �s �� ss suNCRent IYYo , I I i --�-. F. . . RR �� $ � � ES rc I (O GRAPHIC SCALE 0 LOT 38 .a /.5 102.4 IE = 499 I I �, , LEND - 18" RC!? <<u 1 ( IN FEET ) OPEN IE = 4993.97 I- i$.5wAx. = CURB t�TOP ELEVATIONS A ID �OF LOT I inch- 50 n. � � �� TbP of Fa'„oAT1o� LOT 44 SPACE sn $t}+L�HPft�ELEVATION - _l , tot.o 4 I DIrcH IE - 4994 88 w 3 0 0 104.09 1 t RfrJ6-=-4•E!\3 3$ O FINISH ISPOT ELEVATIO 120 _- _ 0 DIRECT ON OF SURF EFL ` - LOT 43 LOT 39 LOT 1�1 �o= <� I j ------ I FIE.S. = FLAREO END SECT N _, "1'F 05.0 to2.a IE = INVERT ELEVATI = / RR RIP-f��AP N IC LOT 45 00' SEE DETI411- 113 01.0 , PITS /, LOT 5 1j ADD 4j�00.00 ET ELEVATIONS I LOT 54 1084 LOT 42 Y AR FLOOD PLAIN 1.' I FOR OSGS DA UM 1os.s c LOT 46 / LOT 56 104.0 LOT 140 1 �W � 2ILQ'fS 38, 3 40 41 t13s 106.4 ARE IN THE 0 EAR \ s YEAR FLO AT % LOT 53 os 05 LEv = 0.4 no.o LO1� 41'•. LOT 40 I o 3' ALL DE TIC AND RETEN ( P ` ONDS' AVE 4:1 SIDE SLOPES t02 ` 1oz.a q,, 'Fn"tuN wo LOT 57 IE = 4996.29 ( =Tat0 FND r%l',TV,LOT 47 \,' 1 A ' �'� 105.5 ST8 t I 113-0 �1 ,ea.YM EIM==4996 399 , LOT 1 3 8 ' " 104.75 of st ' ' I w IE = 4996.49 \ �� n LOT 52 I ' ---1 0 1to.o / LOT 58 10 32 \ \ w ' - 15" RCP LOT 48 t0a.5 oz_ot - 0-4PEN SPACE LOT 59 LOT 51 to3.2 ® - _�F ❑�a t08.0 LOT 60 = 4996.65 t 104-00 SJ9 ;C- LOT 49 1oz.o R' = 4998.55 IE�= a996.55 111-8 ; IEF 4996.45, PHASE 2 n IE = 5006.9y LOT 66 LOT61 mm IE - 5006.87 - oe 1 m 1 ® O ( ST74 ST13 03 80 105.5 (I / �' 15" RCP RIM = 5008.58 , 0 I- LOT 65 100.5 / _,_ RIM = 5008.40 1E = 50Q6.42 i IE = 5006.22 E _ 507.67 105.0 -'r ' IE = 5006.12 +'r- LOT 50 to3oo /' L0T $5- oz.a LOT 64 i 89 LOT 103.5 ss.00 i 8.. ------__ = = 4994.94 499 .6P w U i!-_• �y� 12" RCP---�_ - --- _-_ - _\-------- - RR Q J - ----- -- ---- _,\ ,.z.63 LOT 63 /� _ --�� _ \© ® 102.5 LOT 6 �� a- -------------- w •(► RIM = - DIT H IE _ AS I\ O 5007.05 - - THAN 42" RCPA w �,(/,.�/y� 102.0 /(//� PIP E = 49 2 Z -.►- - - - _ \.'(j . IE = 4996.29 ) / �- -� IE = 5006.56-� - - , - r - ` \� 101.06 ST11 \ p - , , •-a r ® RIM -- 4999,00 POND m CD LJ . ` - - IE = 4996.39 T P ELEV = 4994.9 Q (J0 15' RCP � /_'„ 8 TTOM ELEV = 4992. �CDof 0 Z N PHASE ; I00 YEAR . \ \ %' RR o-� N LLJ tAlN ~fir_+-• --.1•:FL OpO PLAIN�� - - -� ♦�', Cn W N U ' `-. _ - '�'-�►� / NASH IE = 4997.15 .0I� Z Q - - - ---f-- IE = 4W736 '\' IE = 4997.29 -0 • � 18' CMP Q - - �..- SPRING � L - 30' Z _�`�-- -.� - ST12 � ' .. P\,p'1N S = 0.500% RIM = 4999.00 / vCOD IE IN = 4992.80 � VO I �.--- �_� ��-err+..-.✓�� 4996.59 12" RCP��IPRf IE OUT = 4992.65 V) 1 LOT rr�- t ♦ � I �---- _ "��-� ♦, �� 100 See Detail®tor Drainage I ( � IE 4997.65 -` *#� Area F, G, H &I I I LOT 7� LOT - MN 42" RCPA w/F.E.S. ' 7O 69 LOT LOT �a�-_ - PROJECT N0. � ` �-' rrrr --rrrr+ r 1-336.013.040.0310 ------ -rrrr r� r SHEET NUMBER L 0 T ---j'+ 1*`` G4 72 , - - -- �3 su5xuoco c I l� STA-0+06.83 INSTALL 88 LF - STA 0+ COMM. LOT #2 24'RCP INSTAL 84 LFm i 4 5=1.114E ,y \ INV IN=5034.12 \ 1.250E 11�� INV RIC OUT=5033.14 / \ \ I�V\IN=503%M I w$<< z E NOTE: DITCH REALIGNMENT FROM ^STq I+60 TO \ \ IN OUT=5034. I A 1+30.68 \ r — — — — — i o<u 1 -5+60 OFFSET' /2'TO THE WEST FROM THE ALIGNMENT INSTALL 112 LF SHOWN BELOW. I I.- ci s �. i \ \ \ S6.3,000% RCPA�J = z$-z m z C' U O� INV IN=5029.57\ a z z$ r \ \ INV WT=5026.21 — — — — — > < o0 i + U wac a I SEE: DETAIL THIS SHEET FOR DITCH RE-LOCATION SECTION DETAIL � . o a m DITCH "SHELF" DESIGN DETAIL N EX. DITCH ALIGNMENT WIDTH VARIES 25'-35' i � / � .�• o i � J, \ \ 5 � SIDESIOPE 3:1 MAX. i 41 DP =Qp*:y.....+�osl I / C \ u>O ... x \ \ 1 CHANNEL LOCATION VARIES .•Y m g 'W C / / 9.......... cl O6 \GNP \ \ LJ� \ \ 10 20 30 40 50 INSTALL 60 T8'RCP \ \ - - T\. _z z �+ / 64 S=1.58E \12' $1 INV IN=5029.61\ I / '"�L�`-' - - - - DEPTH T BOTTOM WIDTH S,FT. t w N 19 1x .\ INV OUT=5028.66\ - 1.5 FT 11 SIDESLOPES 1:1 DESIGN CHANNEL s Q'/ xs9/ rn OxO� COMM. LOT #1 I 1 EROSION CONTROL BLANKET INSTALLATION V a, BLANKET TO MANE. SPECS Z K ._ `� \'( (�•// /�� D EX.DITCH ALIGNM'T Qo I I I (BONTERRA C2 OR EQUIV.) / �-•-� RE-ROUTE AS SHOWN, p° �� V PER SPEC.'sCw�NATIVE EMATL I I 1 I I \ 3 0/ � � " `, I I CHANNEL SUBSTRATE \ ( "la%%. DEPTH 0.75 FT 'o STA 0+62.69 \ I W d S INSTALL 8 LF `J \\ SCALES' GEOTEXTILE INSTALLATION ~'4 1 S= RCPA / 1'=5' H / / / / I (INSTALLATION AT DIRECTION OF ENGINEER) O I \ R'4/( INV OUT W=5 // INV T038.36.3 a I 5050 , ♦ a I ao o w IIf s � m I 5045 > % + „y -_- cii o .. m o w > o I 5040 s + i I 5035 s " RCP -0734 I i C VERT.. 9,� - �. r r I - j i I 00 5030 _ 23s1 -. �. _. LZiJ Z + cn CD < 0o9 1 J U Elf LLJ C/ p O }A 7 U Li - }87.4 -£LEV.I 502 21 1 _ Cnl + I fI _ CD Z p O Q Q d of cn- .... r i q z n O,o w a ,� - PROJECT N0. 016 o N 0 N 0N"> onN NN No� a;� a � ' 2336.013.040.031 0 on 3,7 na M &� u;� 00 NO NO N 0 0 0 0 01 SHEET NUMBER0 0 00 O .90� 010 I1 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 PP-PIR.DNC I i INTERSECTION DRAINAGE DETAILS _ � z_ o a V'szp3sPauu� t3x, OU 8i8l.ff�N ��l / 0 0• � a NV OUT=50 .82 ®� >4 A INV/OUT=S 3.14 J ` ® I N=5029. / / ! 16, F. INV OUT=5034.31 X � ` / / Q •xSTI wu,"n.'"•,m° (Qj RlFA=131.48 �e'// �� w it'�a x INV IN- 30.08s }YF-INV=1129.4 m.wns, ! Q V Oil - 028.69 rr$0 1.r't' 4 x S7 / RIM-130. 9 l\ o Xy I \IN=5029.6528 9 n INV: 28. ell x ry IMV I14=5 9.62 ��x la IN=50/54.12 / / I X� \ \ S. 3RD. AVE. Z LITTLE HORSE DR. 3 LITTLE HORSE DR. Z PEACE PIPE DR. ��❑ D1 1:SCALE " = 20' I D1 SCALE: 1" = 20' 1 I W 1 I _ _INV OUT=5023.65 m 7000' ' LEGEND: mo z I I I STD COB 9810-2 f INV IN--5024.09 - 4 D -� 24.00' 1 BA RICADE m I I I ' 9Y_73 = FINISH PAVEMENT GRADE; ADD 4900.00' — y X INv IN=4997.27 w m II I FOR USGS DATUM 16 E IrT m NV OUT=4996.89 (CONST.PHA LIMITS) ------- = PROPOSED EDGE OF PAVEMENT x s• - _ _ X® PHASE LINE = BOTTOM OF DITCH - -CE PIPE DR. _ - - - �� J I ®X ---= RIGHT-OF-WAY LINE (W/) O xx,.. _© PEA p sra.:s O O 8® Q ® m•M27 m.amm-s-a ® = DIRECTION OF SURFACE FLOW = _ _ - -o x s.4aa KAa• S. / 1 X. _x— ®0 �— — E.P. X— — — _ — — — — — — — �� S — — — — — — — X— — O 'Ta __J xae _ 4?3 _ _ — — ro (j �1 E.P. r� W II ru I I N J N Q O Rc� X ao.s - /\ - -A� - O ma x..n F- J RIM=126. P�/ a, o - s,.es su xs«raeaa omE o su xa.as.ee II m W M 12 ST =125.49 - _ '1t11' �� m• n I �X -X- _ INV OUT=4998.07 _ E.P. cn ZO - - / a. X s. _ IN 023.39 — — ® — — — — — — — — X- — — — — — — — — — — —® — N~ CD 4X x� _ x�ax _ _ 8' TYP. _._. _._._ ® } X zC-D W Z N I x� _ 11 o _ PEACE PIPE DR. af a m t1a=5024.90 I 1 0 _ 49DX V) IN IN=5024.46 -- - LLJ - - - - - W z D 1 INV IN=4998.24 C>Irn Z 01 IN IN=5024.d I�24.00' i` r O Z 0 Z � 5.0 i su o x5w * x�1 x N N 24. X ze I 70I.00'-1- I 1 PROJECT 110. 2336.013,040.0310 2 PEACE PIPE DR. Z WHITE EAGLE CIR. r4 PEACE PIPE DR. RAIN ROPER DR. SHEET NUMBER D1 SCALE: 1" = 20' D1 SCALE: 1" = 20' DI I'' on,orc 1', :i .I i 7�i � ®zz INTERSECTION DRAINAGE DETAILS I I w fj INV OUT=4997.15 OU E ma E � � a P/P L) IU�_o�<o R. _ x X x J END STREET ® j I x� x W CONSTRUCTION �x F` ' X I I AT 13+80 q GRAF STREET R END STREETy:, ai ® �` X 0 "� INV IN= .29 CONSTRUCTION x j O v O �J f P p AT 0+28 X_ TWATER DR. su ia.>s 3s X® ®Xt` \ a _ - I _ EP, ® N S F W N o n �+ se'y wEj W W i sr,3,•e3 rp srx 3ft x x®i X .,q s-o. aKao 4`` 'p,,\Sri str-AE,s_ 499 sr, r sr, j )� tST1�1 o Sox 6.2 J1•e>.re s,x 3e.r ` O INV OUT= 9 g8. R/ ? \ X 9\l j( Sr,o,62 pr';v>qci E.P O ® /NMxq R=15' Sr, cR,t s s otoEx sr,3z. I( ® X srx Vag9 p �Rr, 49® S r9 Rt,Et E x'e 11 _X_ � +t> gs 1 8 N"`49g6.3/ NV qg9 8.8s srx 3 s r �r INV IrT=4997.65 I NV x� r ' rN 4g96.49 ra. r ®e X P straR,ots oSox ® _ ` ' lNV IN 4996a. 5.00, I ai E CE PIPE p �l 2�l / ��-r rNV pU\ X® X x l 24.00' /NV/N,q9 �y r 4g96.4` ®® N a / / 9j r 24. 0• r rArV \ w / X r✓.� 1 rN g9g6.65 / /l 7�00' x X 70 0 l \ < I "A X l l 541r X k PEACE PIPE DR . GRAF ST. 3 PEACE PIPE DR. D2 SCALE: 1" = 20 D2 MORNING SUN SWEETWATER DR. SCALE: 17 = 20' � LEGEND: r , m 1. LLj74 I w X >_ x x x m ro '1s 1 g� s' S. FINISH PAVEMENT GRADE; ADD 4900.00' p p ® or X �- I 92'73 FOR USGS DATUM s a < o x COMM. LOT 1 w ' p V O D7 _�I 70 O 1 - - I ------- = PROPOSED EDGE OF PAVEMENT p = BOTTOM OF DITCH 5.00' 1 24�00' c I = I a --- = RIGHT-OF-WAY LINE I I I X $ * sTxXseJ * $ X OPEN I � END STREET = DIRECTION OF SURFACE FLOW o INV OUT=500 .1 Ic` „ ,, J z, SPACE o I a I CONSTRUCTION OPEN 4= w U rti _ I w a I AT-13+48 SPACE x * X e SWEETWATER sT 3e t/7 J Z ¢ J = F- ®e X INV IN=5006.87 d� -U- I I O manosm Rw«,-a-wxv_ z W C X STl/3" \ STD CUB I srxe ae, INV OUT=5034.60 (/)Q O RIM=5008. \ 3 INV IN= o - II j 1 � I- ® -�- - - _ _ _ - INV=5006. -9$1 Q-2. - 0 4� II _,�. -Ez MCeT-rx-wxr- �.Y - - - Ld W - - X- - - BARRICADE - Ex nwr-a_ - iY _ F - - E.P. Slx tN) , STx i5,e. - -I Q v STx...e,l STA 1Nne)1 / \ 3� 'x= =)Z c� Z 1 su u.00 O O �` /\ aa, a�o - sT.,s. -- tl.p,a eo O Q O O -`�Z - - 1 O A IS•6e}S STA 1J.SJ.56 De.5 -_^ram sr% ,� CD LLJ srx,aozre woRRRw wR h N II STx,5.93.7 -I-El EDpE F%.RO/D. �X��-. -. _.. N w Z IV IWI / E%.RD X C.� E.P. srx u.e, srx uaeov-sKE wx ER srx,3 szee - - - - - _ - X _ II ZNEm �- - �- _ - oe.e T14 11 / �E-- - - -� oes ® ® srxe D.e, - - O_LLj � { Rµ1=5008.58 - - - d F N INV=510 6.4 7 x x x- 3e.% N Z L,.J z' GRAF ST. p s"' 3o.re aK� ET ATER II � S - � x 3 ,IY GOLDENSTEIN ROAD �x INV IN=5006.91 �x xo X aep -- CDff E%.ROM _ EOCF Ex.ROM Q � " " RI 5 9.05 - - --.--_- -.- Z IN -5 7.05 z ::D 1 INV OUT=5006.56 I j IINV INL5007167 IN IN=5007.57 _ - - _ - - - - - - - - - - - - N v7 a-wxr Ex Rk«r-a-wxr I I E%.bO1T- Xct�z 1 I n O X S4 o.xs `EY��l� f PROJECT N0. ` f �®+ � ^ SHEET NUMBER2336.013,040.0310 k I 1( 2 GRAF- ST. SWEETWATER DR. MORNING SUN DR. 4 LITTLE HORSE DR. GOLDENSTEIN RD, D2 p2 SCALE: 1" = 20' D2 SCALE: 1" = 20' D 1.DMG .I I I I <aV < FLAT METAL PLATE WIDTH FOR DETENTION APERTURE r N W >r WELDED TO CMP 0_ < DRAINAGE AREA CMP SIZE HEIGHT WIDTH O � rcm�w p � A 1.0' 0.5. 0.31, ...r. o. o :';, •;_ SIZE B 1.0' 0.5' 0.36 s .�� VARIES c1 1.0' 0.8' 0.80, D1 1.0' 0.5' 0.35' 12GS mF.TM 31 .,.a F.G,H&I 1.5' 1,3' 1.24' 0.10' J&N 1.0' 0.5' 0.55' zP A iL 'a r TYP. K 1&L 1. �" 0' 0.8' 0.83' HEIGHT K2&M 1.0' 0.6' 0.60' �'• ,cm.. K roK�u a i°r°nemw+'.,s nr ww ° p y • VARIES 4 WIDTH VARIES SCALE: 1" i o' 16 GA. 8" CMP ON 12" CMP < W N o 0 4 WATER MAIN INSULATION DETAIL OR 16 GA. 12" CMP ON 18" CMP = w 0.67' OR 1.0' OVERFLOW INLET w/ HINGED GRATE w N o D3 SCALE: 1 = 5 AS SPECIFIED FINISH GRADE 5.5' 1.01 �0.25' 1.0' OR 1.5' 14 AS SPECIFIED 1 r 2% 'rx°fid'ar"&°u�`s ow •�•,o„ EXTEND TO : mifwn rur 0.1' T A'1 6" 1-1/2-INCH MINUS 3• ASPHALT DAYLIGHT Z . _ I4 5 BASE r 1-1/2-INCH MINUS BASE _ POINT '--' SUBGRADE v - J 16 GA. 12" OR 18" CMP w Ilr OF 8-INCH MINUS PIT RUN lye ►� o SDBGRADE I . _ --f 8 DETENTION POND OUTLET w r D3 SCALE: 1 = 2 e SCALE: 1" = 1' 1 TYPICAL INTERIOR STREET SECTION 5 CUSTOM SLOTTED STORM MANHOLE D3 SCALE:SEE REFERENCE TO EACH DRAWING ABOVE 23 SCALE: 1 = 2 a� 1 d RCP OR CMP CULVERT AS N NOTED ON PLANS FINISH GRADE F.E.S. S " HAND PLACED m m m < 3" � -INCH MINUS ASPHALT A . o 0 AS DIR. BY ENG. a . < m o 6. •�� 3" 1-1/2-INCH MINUS BASE oogo ;•,� 6 16' OF 8-INCH MINUS PIT RUN 21 GEOTEXTILE FABRIC suecanDE I-- to' p, b° AMOCO CEF STYLE 2002 OR APP'D. EQ. SWALE BOTTOM W U 2 ASPHALT HEADER N D3 = s CULVERT RIP—RAP DETAIL SCALE: 1 1 = D3 SCALE: 1 = 2 Ll ~ Z W I". FINISHED GRADE N O s TYPICAL HYDRANT LEAD DETAIL 3 >�_ w I.- -SCALE: 1 = 10 �T COMPACTED BACKFILL m Q W BENTONITE/SOIL MIXTURE t W p Z 2% BY WEIGHT OF SOIL p Q COMPACTED � (D � 8"Ss cD U Z N r ..: (G, Ct 1 2 FINISHED GRADE cn N L —' VARIES —CATCH ® COMPACTED BACKFILL L'iL.J EX. GRND. BENTONITE/SOIL MIXTURE U Z 2% BY WEIGHT OF SOIL Q QQ 4D < COMPACTED 0 Z S 8'.SS Z � I —•a I� 2' �4.51 PIPE BEDDING Cn (!) 1 � 5 = 3 CUSTOM STORM MANHOLE GROUNDWATER INTERCEPTOR DITCH D3 scALE: 1 = 2 10 BENTONITE SOIL CUTOFF WALL r2336.013.040.0310 J T No. D3 SCALE: 1 = 5 D3 SCALE: NTS SHEET NUMBER D3 L .,At EAST SIDE 45' WEST SIDE VARIES 7. w �€N22' 22' i�oDITCH BOTTOM DITCH BOTTOM f� 3 Ij�17.5' W zPITRUN PIT RUN ip w 6' 6' } i o CRUSHED CRUSHED pHALT 14' 14' Y 1-1/2-IN DRIVING S 2RCACE DRMNZG SURFACE MI S E o o f 3 O? z< A_1 PIT RUN 4:1 BACK SLOPE J.1 VARIES SUBGRADE BACK SLOPE 3:1 J_, VARIES Y ASPHALTIC CONCRETE GRADE B. COMPACTED TO 97%MARSHALL A5 SPEC'D. ON Y OF 1-1/2-INCH MINUS TYPE A CRUSHED BASE COURSE INSTALL NEW STEEL }'t;• "w ',mot F" GEOTEXTILE qs=COMPACTED TO WWR RELATIVE COMPACTION ON IT OF B-INCH DIVERSION WEIR ye � {y A- MINUS PIT RUN, PIT RUN COMPACTED B 99%ADE TOP CE COMPACTION 7S9 ip��•, I'j ON GEOMPACTE FABRIC AS SPEC'D. SUBGRADE, TOP 6' SCARIFIED AND COMPACTED TO R IATNIE COMPACTION. (COMPACTION F'' *p'.........•• a m BASED UPON AASHTO T- , q,Mq olit E a FLASHBOARDS TYPICAL SOUTH 3RD CROSS- SECTIONW _ D4 SCALE: 1" = 6' w U^a N 8 N PLACE SPOIL AGAINST ROADMIX, TYPICAL 3 9t INSTALL 18" SEAL-SLIDE �\ --' FIELD TURNOUT HEADGATE � C) w F 6' 4- WITH 10 LF OF CMP SUBGRADE 3/4" ROADMIX SUBGRADE ��y Y�--1 NOTES: SUBGRADE 2q O w 6" 1. CHANNELS TO FIT 2" x FLASHBOARDS 2. WEIR SHALL BE CONSTRUCTED OF 12 GA. MAT'L. a 6" COMPACTED 3/4" ROADMIX ON STRIPPED 3. WEIR SHALL BE SIMULAR TO WATER SPREADING AND COMPACTED SUBGRADE. ROADMIX TO DIKE WEIR AS MANUFACTURED BY ROSCOE STEEL, SURFACE, TYPICAAL.L.BE MOUNDED 1' ABOVE EXISTING BILLINGS, MT 3 WATER SPREADING DIKE WEIR ❑ 2 PEDESTRIAN TRAIL D4 SCALE: 1" = 1' D4 SCALE: 1" = 1' 3 5 / 9 00 2 ' ~ Y a H k PT = 9+14 05 z m o O INV OUT=5 3.14. p= i W > INV OU 5038 34 OQ i I Q I V _ Q O d � a Z Q _ LaJ uj O ¢_ O INV OU1=5034.31 ¢ p 0 •s.s 0 \` INV =5038.42 Q s ti s. PROP. R W Q INV OU 5040.82 ~ cn 3/ 8 S/ NV IN=5042.51 LL / SIDE' p 00 Q cn EX. R W ASK t Q I c D LLJJ z Q f.p „ ? ua_ EXISTING LEGEND: Dv� ,7 _ G_ TEL VAULT a4 36 RCP R So, 30 w 92 73 = FINISH PAVEMENT GRADE; ADD 4900.00' RIM 5039.73ADJUSREOU RED R' xu E. 25 FOR USGS DATUM ,. p o - EXISTING._PAVEMENT �R 1 00 _EASTING PAVEMENT- _..._. = PROPOSED EDGE OF PAVEMENT z = BOTTOM of DITCH 0 SECTION LINE 0 =D m --- = RIGHT-OF-WAY LINE f °•?s - 0 II 0 (n GOLDENSTEIN RD. DIRECTION OF SURFACE FLOW TT 'Ijl S/D�WgCkE /yORsf EXISTING PAVEMENT DRAINAGE DI NOTE: I IN= 4.12 R, 1. ALL CULVERTS ARE 18" RCP UNLESS < NOTED OTHERWISE NV IN=5 6 - _-- -- Y PROJECT N0. 2336,013,040.0310 S. SHEET NUMBER o SAL 0 3RD 2 AVE. LITTLE HORSE DR. 5 S. 3RD. AVE. GOLDENSTEIN RD. D4 D4 SCALE: 1" = 20' Bn4 Dwc 7ulo� O) ; -u uoG 35' ROW � � � irgo=Fags 34' a x 0 s�Z�LL�3a U 9.32gemaW X�4 -5' 29' o i'o 25_oio SIDEWALK p3A817 21' DITCH BOTTOM O 4U. O S PIT RUN 14' fxD q'W DRIVEWAY CRUSHED 0 1:1 12' f�o'ortcn o rn 2:1 C GRAVE D DRIVING SURFACE Ess x u i 3:1 27. 27. 4.} ' 7 BACK SLOPE 33:1 PIT RUN 13. 'aX rYeovosai-of-ru,Y VARIES SUBGRADE ..HOPE W (SIZE VARIES) o EY eMill-Of-wY � EY 9glt-Cf-1MY TYPICAL S[QICM -Da3:vgv*Y wSV?Mi IMI1Y VARY 20' CRUSHED GRAVEL F.E.S.- 18' ASPHALT p,1 moE a eufo --- ^i -..__.....*........ .......— —------- 40D ® �Le � � V 1 �ti s 26' - 18" elf!P X ~- HDPE MOPE SNAL!Of'2"-uvoNol1T EXCEPT FOR LOT 50 WNSCN SMALL 81 15 GOLDENSTEIN ROAD W a DRIVEWAY CULVERT DETAIL — — -- D5 SCALE: 1" = 5' Ex.---AY EY nwr-Of-wr �' 4 g 49 g-7 __86 "." �LOT 123 2 GOLDENSTEIN MORNING SUN W D5 SCALE: 1" = 20' � 'm 4 o u a o LOT 122 RETENTION POND FOR Q = I--- \ DRAINAGE AREAS E & K 4988 UJ TOP E LEV.=4987.0 cnN 0 � BOTTOM EEEV.;4986.0 No cn w C7U Z N Z O m m LOT 133 N �' w LEGEND: '"J g 92"7 FOR USGS DATUM N - FINISH PAVEMENT GRADE, ADD 4900.00' = PROPOSED EDGE OF PAVEMENT f / = BOTTOM OF DITCH Z = RIGHT-OF-WAY LINE = DIRECTION OF SURFACE FLOW LOT 134 � PROJECT N0. 2336.013.040.0310 o SHEET NUMBER 3 RETENTION POND FOR DRAINAGE AREAS E 8c K D5 D5 SCALE: 1" = 20' ons 7 I V � N CONSTRUCTION IMPROVEMENTS FOR PHASE 1 - - SUNDANCE SPRINGS SUBDIVISION PHASE 2B IMF\/Fl`nFDVFN -- z SUNDANC SPRINGS A m 4 Lt11vi, ��I.AIEU IN NokiflLAST "/4, SLGIION 2S, TOWNSHIP 2 SOUTH, RANGE b EAST, AND $UBDIVISI N M. V` NORTHWEST 1/4, SECTION 30, TOWNSHIP 2 SOUTH, RANCF F CAST F'-M.M., (PHASE 2 ) ' N CITY OF BOZEMAN, GALLATIN COUNTY, L+ •• --, LANDOWNER:SUNDANCE SPRINGS DEVELOPMENT, "' w` -• -. -• M. C\O P.C.DEVELOPMENT V' 4135 VALLEY COMMONS DRIVE (� _ �.. .. •• ROZEMAN,MT 59715 C " u n ________ ry 'ICINITY 1/N w Y� w PHASE 1 R9. 24 (I o: Of 19 '2S LL �oW a x SITE LOCATION MAP LOT °"L OT / O+96 �Or 95 °+p. Ol t0 SCALE: 1" = 400 // LOT p) LOT Im Lo,% U - LOT 0SHEET NO. ORAWING NO. -ITLF Ik SUNDANCE DRIVE - _ 101�°� o+w LOl Im LOT 125 LOT 11e LOT 9x O GENERAL / LOT LOT 1m LOT _ I � LOT 1v2 G-2 O1 91 3 G-3 GENERAL ABBREVIATIONS AND NOTES McLEOD PARK LOT 1z, LOT f-�\ LOT LIII LOT r Lor,m /� 1 9a SANITARY SEWER WATER & ROAD IMPROVEMENTS II II LOT IOp LO,Ix0 � /�</ 01 1x9 4 S-1 SANITARY SEWER IMPROVEMENTS I I` / ( \\ Tm S-2 SANITARY SEWER IMPROVEMENTS dL T 1Ip r � S-S SANITARY SEWER IMPROVEMENTS "'0 0 // or ua 1p1 Iw' ILo+m 5-4 SANITARY SEWER IMPROVEMENTS !p I LOT LOT 1J.A� LOT uz W-1 WATER IMPROVEME N15 !I h LOT nn I I r IJI W-2 WATER IMPROVFM SUBDIVISION - - -- - - LOT III - I I 0 \ or u5 W 3 WATER IMPROVEM I f NO. 8C 1 1 LOT n W 4 WATER IMPROVEMENTS o P-1 PAVING IMPROVEMENTS 1.111 LOT 11 I 1 o+ P-2 PAVING IMPROVEMENTS I 1 LOT 1% LOT ITT ° B8 OUCH CRE K I I LOT 11. P-3 PAVING IMPROVEMENTS If PROPERTIE i Lm az L. 0,11 O11 t 1 '1 1 ,, LOT uo 1' P--4 PAVING IMPROVEMENTS III SUBDIVI �- LOT It Lm Ir E 1 GRADING SHEET III CO N B i r LOT 11. 1 LOT 1. 1; D 1 GRADING SHEET If �O LOT to � �' 11 I `L L o I>. / \ m Q 18 D 1 DETAIL SHEET II _ - /� 19 D-2 DETAIL SHEET I L / LOT xx (%%% /l/11 -- ~ 20 D-3 DETAIL SHEET If MINOR SUBDIVISION 'O'er L0131 �� ---- -_ _ Y -- /U' , W Z _ _ o DETAIL SHEE I III N0. 35A �� Lor xe Lor xO ,,^/T- LOT J. LOT m LOT% Lor 3) oT LOT>o Lol b �_� Q V ul � 21 D-q 1 II Lor 91 LOT W W-2 = WATER PI AN AND PROFILE SHIFT 7 mT 2 /LOT Tp / y( �T•' lOT u Lm ex LOT O x = SEWER PLAN AND PROFILE SHEET LOT -1--- Lor.x Lor lu LOT VT LOT 11 LOT 1. r � Lor zs I P - PAVING0t.3 -1 PLAN AN.) aR0T11F S EETI' \\ x�t � 1e / or a. O I� Lor xJ LOT z• sacs P.s:Oren.O.e.Ros Y LOT% m IN ROZENNI,CEN1FTee.t rRNL Yr COMM LOT 2 �. Lol 1s LOT 57 LOT m - LOT» N �O oN AG1 / �- y LOT I. AMENDED MINOR SUBDIVISION NO 85 (/1 O c Lor a Lor Iz eozDYi•rr LOT% LL' LOT nx Z ct Lor) LOT 1MORR W C�MAIRILS11Rc. - I / \ LOT 19 N III OT s. 7 of or m QUALITY A';'.RANCT // LOT z \ T1 II p v \\ \ I N u LOT p LOT sl p U U Projec[Manager / I L01 J \ 1 LOT 52 LOT)5 Z H / / COMM LOT 1 LOT LOT 51 Z I// I LOT! R-t CMNtlIIIE R.SPMY 1NOWS C.!IFrN Y.M15[R LOl% Q Q o teciv5ne IIe9E e1 .re Yo,-,,.a... ' III yl LOT r e°—zt .MrRLA .Lc. w°icY°Oa.3YT°09 LOT b `n -I LOT ra a I O Par Revie.ar II I LOT) N _ I i LOTb N O a II II Lor s LOT n mT a Lor n m NIIpI, I LOi b .1. I E L_ Project rncip9l — p,, p I LOT 71 LOT)2 PHOJECT y O Illppp"ELL _ _— _ _ _N9. ONKe Manage' ----.--.-------_ .----_ _—:-- — -- -- -- -- -- — 1336.016.040 --__ N07 / Dab: �--�� -- - u•.11Uiv�1E=-_- _ _._-- _.--'---_--'_. --AWNG NUT. boo _GENERAL PIPING NOTES --- DOuU._ ^^ GATE K.--ING PIP, CRIFFNED) BOUNDARY AND/OR PROPERTY LINE 1, LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION NEW PIPE ---16- KNIFE GATE N�¢o 0oa POINTS. MINIMUM COVER SHALL BE 6'-0'UNLESS OTHERWISE >n s< SHOWN. i11- BUTTERFLY rc FENCE LINE - -- - - EXISTING PIPE TO BE ABANDONED _C� mo 2. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND x x x x x x EXISTING PIPE TO BE REMOVED GLOBE ~ EASEMENT LINE TO ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE WELDED BALL WELDED JOINT �a N3 I�Ih INDI WI CA TYPE OF JOINT AND FITTING MATERIAL SHALL BE SECTION LINE OR DLC LINE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. _R"-'Ir"� GROOVED END JOIN - FLEXIBLE `�F-BAIL R T = 2 3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS -- - - CENTERLINE SEAT PORT tQ o (') SHOWN IS ONLY APPROXIMATE. FINAL SUPPORT REQUIREMENTS - GROOVED END JOINT- RIGID ECCENTRIC PLUG W/REQUIRED r � o a SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE SEAT LOCATION �o: a 2 BIT - BURIED TELEPHONE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL N FLANGED JOINT �� PLUG OR COCK DF DRINKING FOUNTAIN �h m i v� BE AS SPECIFIED. � FULL PORT PLUG FEW EMERGENCY EYE WASH = ROAD EDGE OF EXISTING PAVEMENT - El MECHANICAL JOINT KSK KITCHEN SINK - - - - ( ) 4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED - � NEEDLE LAV LAVATORY WHFRFVF.R PIPING PASSES FROM A STRUCTURE TO BACKFILL E HUB&SPIGOT JOIN' N} DIAPHRAGM SH SHOWER EXISTING CULVERT (RUBBER GASKET PUSH-ON) --�.�- PINCH SK SINK 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL .� HORIZONTAL/VERTICAL CONTROL POINT BE PROVIDED WITH THRUST TIES,BLOCKS. A ANCHORS.UNLESS -- BALL JOINT d,! SWING CHECK SSK SAFETY SHOWEk INK OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR SSK SERNCE SINK TEST PRESSURES SPECIFIED. - �( FLANGE COUPLING ADAPTER DOUBLE DISK CHECK WC WATER CLOSET +AMP, A CONTROL POINT BALL CHECK WN WATER HEATER 6, SYMBOLS. LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN FLE%ISLE COUPLING WS WASH STATION - SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS, WHEREVER HOSE VALVE OR URINAL FIXTURE LEGEND- COORDINATE POINT APPLICABLE ALL OF THE VARIOUS APPLICATIONS ARE NOT NON FREEZE HOSE VALVE NECESSARILY USED IN THE PROJECT. - -+#}� FLEXIBLE COUPLING WITH ---0% VC VANITY CABINET N0,IN SPECIFICATIONS- %= NO. IN SPECS BORING LOCATION AND NUMBER. SEE THRUST TIES '^ N B 1 SPECS FOR BORING LOGS. �� NON FREEZE HOSE VALVE WITH HOSE RACK STEEL BELLOWS %= NO. IN SPECS 7. THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. - �- EXPANSION JOINT SURVEY HUB AND TACK WITH STATION 37+00 ALL BURIED PIPING SPECIFIED TO BE PRESSURE EXCEPT - ---- O- SAMPLE - WEL TESTED,DED,GROOVED END OR SCREWED PIPING SHALL BE ELASTOMER BELLOWS PROVIDED WITH THRUST PROTECTION Al ALL DIRECTION EXPANSION JOINT ® MUD U S. GOVERNMENT BOUNDARY MARKER. CHANGES,UNLESS OTHERWISE NOTED. SEE THRUST DETAILS AND PNEUMATIC w,'I _dNL FOUND C.O.E BRASS CAP STAMPED W/NO. NOTES ON DRAWINGS. �, ELBOW UP #F PRESSURE RELIEF T 1 BENCHMARK LOCATION AND NUMBER OR Q AIR AND/OR VACUUM RELEASE EASEMENT CORNER REBAR B, WHERE JOINT GROOVED END COUPLING IE SHOWN,D.SHALL BE THE CCd ELBOW DOWN ( T� ^,I a^ r ,, •f. - RIGID FDC TYPE,UNLESS OTHERWISE SPECIFIED. RO FL A EGULATED SIDE POINT W INTERSECTION, SET 5C- 9 FI ANGFD COUPLING ADAPTOR SHOWN. A STANDARD FLANGE REBAR W/L.S. CAP STAMPED C-329" i., 'TF �.rnvF^ PIT `.n. J'. -�� -I'r. TEE UP -R - %� PRESSURE [� AT, PIEZOME TER LOCATION AND NUMBER CONTROL ELECTRr d 0 - Uw�ii rn �� TEE DOWN MULTI-PORT VALVE &g w +Y ((BALL VALVE SHOWN. FOR OTHER VALVE X TOP'�. EX NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY YYPES, APPROPRIATE VALVE SYMBOL SHOWN.1 A,P,n"MATF PR111F All IINIONC NF-"F` ARY TO FAr_ITATE 6H LATERAL UP ARROWS INDICATE FLOW PATTERN.SEAT PORTS -` ARE IMPLIED BY INDICATED FLOW PATTERN. 1000 FINISH GRADE �'I •I' I:-I. ".•I L,-r,- i LATERAL DOWN � SOLENOID U 5� ELEVATION ORIGINAL GROUND 'HE LOURUINAI;I ANU- PERFURVING THE ONNECTION OF THE Em PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS CONCENTRIC REDUCER -- - EDGE OF TREES, BRUSH CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND - TO THE WORK OF OTHER CONTRACTORS, AS NOTED. �I ECCENTRIC REDUCER N _ EXISTING `0 I V:/ APPROX. TRUNK DIAMETER 12. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE [J SOLENO:. THAT IS TO CONNECT TO AN EXISTING PIPE OR STRUCTURE, UNION SIGHT GLASS N w � - BUSH THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR -H✓tiF- FLEXIBLE(ELASTOMFR)PIPE CONNFCTION STRUCTURE TO VERIFY ITS EXACT LOCATION. SIZE, MATERIALS. - -- --�I BLIND FLANGE Q QI ^ NEW TREE AS SPECIFIED AND INVERT ELEVATION PLUG Q., GAUGE WITH ( S z z m SIGN, ONE POST OR TWO POST CAP THERMOMETER � � k EXISTING MANHOLE ANCHOR ROTAVI - NEW MANHOLE xL AMPLL �+ ELBOW 90 DEGREE 16-RI1 EXISTING UTILITY OR TELEPHONE POLE p - CROSS XX� XX=LSUPPLY PRESSURE 6T lW • NEW UTILITY OR TELEPHONE POLE 1 II �: I'.i�w'- ^.UC'-r,'I -I:=,v -��vG :)N p5 TYPICAL INSTRUMENT SYMP,OI L m w TEE 26-1-2 (SEE I&C LEGEND) � `DITCH SHOWING DIRECTION OF FLOW }l` ELBOW 45 DEGREE - WATER BLOW OFF VA f `CREEK/RIVER W/DIRECTION OF FLOW a a 0 FIRE HYDRANT EXISTING CONTOUR LATERAL CATHODIC PROTECTION TEST STATION CATHODIC PROTECTION ANODE NEW CONTOUR XCV DESIGNATION EXAMP,L _ ;� __ m Q Q C it CONTROL VALVE i- ACT',[ 1 ALL VALVES&I FILTER CV SHOWN ON PVARI F_ "YfINACTIVE X=PROCESS VARIABLE NOTES: Z _ FLOW DIRECTION 1.ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LAJ f INDICATES PAIR OF DOORS EXISTING STRUCTURE TO BE REMOVED • _VALV,SYMBOL LINE FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN V7 7 - SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO SEE PIPING EL. VIEW PLAN VIEW Q O DOOR NUMBER EXISTING s'Pllr nJPF • SPECIFICATIONS. _Mr:Iv-:;L V _vLS: 2. SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC O SLUICE ONLY.REFER EXIS F WINDOW TYPE NEWTA.C. PAVEMENT RE SWITCH ENT SIZE Of VALVE CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS DWG. N WINDOW O O BUTTERFLY PS' pRESSU z O PIPING I L ACI IN ai A24 ELEV. OCCURS CURS ON 8"-V400 1EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND N C�103 ROOM NUMBER EQUIPMENT IS SHOWN HEAVY LINED. 0 VALVE DESIGNATION FLAP Z O GRAVEL SURFACE • 4. UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL �f HOSE RACK (TYPE AS INUICAIEU) w VALVE TYPE. SEE � 1 NOTE INDICATOR SPECIFICATIONS DRAW1NGS. SAFETY SHOWER AND EYEWASH m J ® SHEAR SSH-X CONCRETE WALK • X = NO. IN SPECIFICATIONS J Al: [SS HATCH Q p r=] - '- X = F - FLOOR CLEANOUT (n W LIMITS OF TOPSOIL AND SEEDING• (J ',. FN/'I (S�(T[ -'' ^`X�CO � D - DECK CLEANOUT 0 Z 4INDICATIE HINGE SIDE SIDE WHERE LINES l� W MEET (RIGHT SIDE ON SYMBOL) 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON W - WALL CLEANOUT z 0 STANDARD LEGEND SHEETS. THEREFORE. SOME SYMBOLS V - VENT CLEANOUT - 3:1 EXISTING EMBANKMENT, OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS m SLOPE AS NOTED MAY NOT BE SHOWN ON THE PLANS. II; HUB DRAIN FIRE EXTINGUISHER (n R 11. NI_IMDEP 'N �FECS y-NEE`. % = N0. IN SPECS FT3:1 NEW EMBANKMENT OR CUT SLOPE. Y - P WITH PRIMED TRAP SLOPE AS NOTED SECTION (LETTER)OR ON DRAWING WHERE SECTION L'i DETAIL(NUMERAL) I\ OR DETAIL IS TAKEN: FD-XY FLOOR DRAIN U X:X HORIZONTAL DISTANCE : VERTICAL DISTANCE DESIGNATION �Z� DRAWING NUMBER ® X = NO IN SPECS Z X-X WHERE SHOWN Y - P WITH PRIMED TRAP Q Z RIPRAP Q :� ON DRAWING WHERE SECTION OD-X W OR DF'AII SHOWN �1 OVERFLOW DRAIN Z \.-1 X = NO. IN SPEC N NOTES: ORAWSAM NUMBER ., H-- ROOF DRAIN m L SAME• SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. (OP DRAWING) `J % = NO. IN SPECS 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE ' NOTED AS 'EXISTING" AND ARE SHOWN LIGHT LINE x = NO. IN SPECS el WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- AD-XY AREA DRAIN URES ARE SHOWN IN HEAVY LINE WEIGHTS. ® Y - P WITH PRIMED TRAP STANDARD DETAIL NUMBER XXXXX STANDARD DETAIL DESIGNATION SEE DRAWING D-1 THRU D-33 AT END OF DRAWINGS G-2 win m0 GENERAL NOTES ` gym= ABBREVIATIONS ��m� �i - �C 10< AB ANCHOR BOLT FB FLAT BAR, FACE BRICK 1. All construction work on this o'ct shall be com leted in F w o PL PLATE, PROPERTY LINE pr p rc2 ABON ABANDON FC FLEXIBLE COUPLING accordance with Montano Public Works Standard Specifications, AB ABOVE FCA FLANGE COUPLING ADAPTER PLYWD PLYWOOD Fourth Edition, January, 1996 with May, 1997 C.O.B. AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PMP PLANT MONITORING PANEL Modifications to MPW and Addendum NO.1 to C.O.B. PNL PANEL Modifications dated February, 1998 and these Contract AD ADDITIONAL FDN FOUNDATION PRCST PRECAST Documents.ADJ ADJACENT, ADJUST FES FLARED END SECTION PREFAB PREFABRICATED AFF ABOVE FINISHED FLOOR A ADAPTER FET FLARED END TERMINAL PRELIM PRELIMINARY 2. The Contractor shall restore all roadway surfaces to equal, or r o Z FF F. EXT FIRE EXTINGUISHER better condition than existed " AHR ANCHOR PREP PREPARE, PREPARATION prior to excavation and determined FF FINISHED FLOOR PROP PROPERTY by Owner and the Engineer. 1p� m z° vim= ALUM - _'.'N. FG FINISH GRADE E AN M WAPRV PRESSURE REDUCING VALVE A11IR �L FHYD FIRE HYDRANT PS PRESSURE SWITCH, PIPE SUPPORT 3. The location, depth and size of existing utilities shown on these ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW plans is approximate. The Contractor shall verify the existence. ` aFPROX APPROXIMATE FLEX FLEXIBLE PT POINT, POINT OF TANGENCY location, depth and size of the utilities prior to construction. APPROVED FLG FLANGE PVC POLYVINYL CHLORIDE The Contractor shall be solely responsible for any damage to I I I I ARCHITECTURE, ARCHITECTURAL FLL FLOW LINE PVMT PAVEMENT the existing facilities due to failure to locate or properly provide ASPHALT FIN. FINISH RAD RADIUS proper protection when location is known. I RC REINFORCED CONCRETE AVERAGE FLR FLOOR 4T FOC FACE OF CONCRETE RCP REINFORCED-CONCRETE PIPE RD ROAD 4. A list of representatives to contact for information regarding FRP FIBERGLASS REINFORCED PLASTIC , ROOF DRAIN facilities is as follows: FSTL FABRICATED STEEL RDCR REDUCER ows: o REBAR REINFORCEMENT BAR '^ • FT FOOT, FEET Montana One Call System Dispatcher 1-800-424-5555 FTG FOOTING, FITTING REF REFERENCE Montana Power Co. Chuck Buslo 582-4612 m ' REINF REINFORCE TCI Cablevision 1-800-316-9644 F TO F FACE TO FACE RELOC RELOCATE, RELOCATION US WEST(including Fiber 0 tics 585-2350 ' ' GA GAGE, GAUGE ( 9 Optics) GAL GALLON REOD REQUIRED I GALV GALVANIZED FIST REINFORCING STEEL WAY GALVS GALVANIZED STEEL R/W RIGHT-OF- 5. All asphalt, concrete curbs and sidewalks shall be saw cut or ' < GND GROUND SAN SANITARY neat cut by method approved by the Engineer. GRTG GRATING SCHED SCHEDULE GSKT GASKET SDWK SIDEWALK vertical 6. Maintain 11' horizontal and 18" verca separation between rc + SECT SECTION p ' GSP GALVANIZED STEEL PIPE SHT SHEET water mains and all sanitary sewer mains. i i ;; GVL GRAVEL SIM SIMILAR GWB GYPSUM WALLBOARD SLP SLOPE 7. All valves shall be installed with thrust protection, and valve '- HAS HEADED ANCHOR STUD boxes in accordance with C.O.B. modifications and C.O.B. detail SIP SPACE, SPACED ^"HB HOSE BIB 2718-1. c HD HUB DRAIN SPEC SPECIFICATION SPG SPACING U a HDW HARDWARE 8. All fire hydrants shall be installed in accordance with C.O.E' SPIRT SUPPORT I HDR HEADER details 2718-3, 2718-4, and these plans. SO SQUARE O � SI HK HOOK S HIM HOLLOW METAL Q FT SQUARE FOOT SQ IN SQUARE INCH 9. All fittings including bends greater than 11-1/4 degrees, tees • HORIZ HORIZONTAL and plugs shall be thrust protected in conformance with C.O.B. SST STAINLESS STEEL HP HORSEPOWER modifications and MPW detail 2713-1. y c I,• HR HOSE RACK, HOUR SS SANITARY SEWER W STA STATION HT HEIGHT, HEAT TRACE STD STANDARD 10. Datum used is the USGS datum Conversion to City of C HV HOSE VALVE STIF STIFFENER Bozeman Datum=USGS-15.44' z q t HVAC HEATING, VENTILATING, AND AIR CONDITIONING HWY HIGHWAY STL STEEL HYD HYDRANT STRUCT STRUCTURE 11. Sewer service stubs shall be 4" and be installed 15• uF.r1, I C - ID INSIDE DIAMETER SYM SYMMETRICAL from downstream property line and extend 6' into lot, IF INSIDE FACE T&B TOP AND BOTTOM noted otherwise). See C.O.B. STD. DWG. NO 02729-1. t - IN. INCH TB THRUST BLOCK - INFL INFLUENT TBC TOP BACK OF CURB 12. Water service stub shall be 3/4" and be installed at the center t INSTL INSTALL, INSTALLATION TF TOP FACE of the lot and extend 6' into the lot, (unless noted otherwise). C " INSTR INSTRUMENT TEMP TEMPORARY, TEMPERATURE See C.O.B. STD. DWG. NO. 02719-1 m c- INSUL INSULATE THK THICK O1 INT INTERIOR THIRD THROUGH T.O. TOP OF 13. The pipe grades ih -alculcted o ar:u r tonr. rn INVERT between invert ir i JUNCTION BOX TOC TOP OF CONCRETE, TOP OF CURB Measurement arc F. r-t .J be p 1�. 'L.�, - d ao C ! WUN LRI•. JOIST TST TOP OF STEEL manhole to center of manhole). I I v, C CUBIC JOINT TW TOP OF WALL °Q o CI' CUBIC FEET ANGLE TYP TYPICAL C1 r. CUBIC INCH LEIS POUNDS UBC UNIFORM BUILDING CODE 14. The contractor shall place crushed stone base course, Cl' CULVERT LF LINEAR FEET UG UNDERGROUND compacted to thickness specified, under all sidewalk. m Q Z C: CUBIC YARD LNTL LINTEL OLT ULTIMATE cV Q L' DRAIN LONG LONGITUDINAL U TIL UTILITY H15. The contractor shot edit valve boxes. orb wes, :, Lit Z V VALVE, VOLT manholes to fine c V) O d PENNY(NAIL SIZE) LP LOCAL PANEL � DE DEFORMED BAR ANCHOR LR LONG RADIUS `� VALVE BOX Any boxes or m �r: ,� w cd = - Q 6 D DOUBLE LVL LEVEL VERT VERTICAL contractor, or any subcontractor, shall be repaired at the _ DL DETAIL LVR LOUVER VOL VOLUME VRFY VERIFY expense of the contractor. V1 w- � � DI DUCTILE IRON, DRAIN INLET MAIL MATERIAL DI DIAMETER MAX MAXIMUM VTR VENT THROUGH ROOF Z O 16. All water main shall be laid with a minimum of 6.5' Z U:.�. DIAGONAL MB MACHINE BOLT w WIDTH DIMENSION MCC MOTOR CONTROL CENTER finished polystyrene. A-I ter O � Dr.• TH 9 wa D grade or insulated with extruded main shall be wrapped with polyethylene encasements. (n Z DIM. DUCTILE-IRON MECHANICAL JOINT MCP MOTOR CONTROL PANEL � Q DIR DIRECTION MECH MECHANICAL W/O WITHOUT 17. All backfill for unlit trenches shall be Type "A", utilizing Type 1 DIN DOWN MFD MANUFACTURED WL WATERLINE y yp g yp N WIIIWWIREQ E MESH, WATER MAIN bedding unless directed otherwise by Engineer. m Z DR DOOR MFR MANUFACTURE, MANUFACTURER WS WATERSTOP, WATER SURFACE O DWG DRAWING MH MANHOLE :D l EA EACH MIN MINIMUM WSTL WELDED STEEL, WROUGHT STEEL 18. Sidewalk, 5' wide x 4" thick, shall be constructed along all (n Q EF EACH FACE, EXHAUST FAN MISC MISCELLANEOUS WT WEIGHT streets unless otherwise shown on the plans. The bock of j EL, ELEV ELEVATION MJ MECHANICAL JOINT WTR WATER shall be 1' inside the R.O.W. N L.J ELB ELBOW NIC NOT IN CONTRACT VALVE WV WATER m Z N ELEC ELECTRIC, ELECTRICAL NO NUMBER 1YWF WELDED WIRE FABRIC '9- For all elevations depicted less than four (4) whole dlr:�,. _ Q m ENCL ENCLOSE NOM NOMINAL WWM WELDED WIRE MESH 4900 feet. ie. XXX.xx + 4900' (USGS Datum) °0 J ENGR ENGINEER NITS NOT TO SCALE xFMR TRANSFORMER EP EDGE OF PAVEMENT OC ON CENTER YD YARD (y.I EQL EQUAL, EQUALLY ALLY OD OUTSIDE DIAMETER NOTE EOL W W SP EQUALLY SPACED OF OUTSIDE FACE 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOF' CDU rn EQUIP EQUIPMENT OHP OVERHEAD POWER USE ON DRAWINGS AND TEXT", PUBLISHED BY THE Z v EQUIV EQUIVALENT OPNG OPENING EW EACH WAY P6:ID PROCESS AND INSTRUMENTATION DIAGRAM AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) \ Q Z EXC EXCAVATE PC POINT OF CURVE OR CONTACT THE ENGINEER. < o EXH EXHAUST PCP PLANT CONTROL PANEL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT N j EXP EXPANSION PE PLAIN END ALL ABBREVIATIONS ARE USED ON THE PLANS. Q In O o EXP JT EXPANSION JOINT PEN PENETRATION Qi CDC� EXST EXISTING PERP PERPENDICULAR 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS CP EXT EXTENSION, EXTERIOR PH PIPE HANGER (INSTRUMENTATION AND CONTROL, ELECTRICAL, ETC.) ARE PROJECT No. F FLANGE PI PRESSURE INDICATOR, POINT OF INTERSECTION SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. 2336.015.040.0310 j FAB FABRICATE PJF PREMOLDED JOINT FILLER SHEET NUMBER n N 3 DRAWING NUMBER G-3 i _ mop • •00 OPEN SPACE NOTE: CONTRACTOR SHALL HAVE ��zo viwgn y • EXPENSE,, TELEVISE H CONTRACTOR'S EXISTING Q Nz ALL SEWER DETENTION o aO MAIN UPON COMPLETION OF ALL POND w?�u 00 BEING EXALL TENDED SEWER SERVICES ER ICEWYE) NPSH SPR`NG CHEEK • ISTA 6+17 STA 8+09 NSTALL SADDLE ON O E%ST NG 4' SERVICE • WORK INFRASTRUCTURE AND CORRECNDANYCKFILL F�`�� DEFICIENCIES FOUND. MUST BE VISUALLY INSPECTED BY STA 5+97 - REMOVE EXISTING 8" SEWER STA 7+07 C.O.B. WATER SEWER DEPT. PRIOR EXISTING 4" SEWER & EXTEND 4" H - / EXISTING 4" SERVICE STA 9+06 00 SERVICE LINE & CAP SERVICE 6' BEYOND O 00 / I TO BACKFILL. • SERVICE WYE AT THE MAIN R W EXST. EXISTING 4" J sQ • STA 5+17 SSMH- 13_ -_ --- _ O • 'o INSTALL SADDLE ON O O j EXST Y OPEN SPACE EXISTING 8' SEWER F- C71 I < & EXTEND a" ' � SSMH to GRAF'S 4TH ADDITION a • O I-_ - - o STA 3+65 SERVICE 6' BEYOND J O _• C`R� __ STA 10+04 / R/W J _J !� _ -}- "\ EXISTING 4" SERVICE 00 • INSTALL SADDLE ONa'1- - • a • EXISTING B" SEWER STA 4+87 - REMOVE EXST. c STA 3+17 & EXTEND 4" EXISTING 4" SEWER SSMH 12 - -' o O p EXISTING 4" SERVICE SERVICE 6' BEYOND SERVICE LINE & CAP �� o J 00 Z I R W WYE AT THE MAIN \ - - --- - --- ---` \ STA 11+12 a N � _ - -_-_ -_-• O EXISTING 4" SERVICE ~ m NI STA 1+87 0) Q7 --• - '" ST 0+67 - REMOVE EXISTING 4" SERVICE • \ '♦- O _� o E%I TIN, 4' SEWER E_ STA 7+ 7 O Q a I O O O S INSTALL SADDLE ON \ STA 12+62 = SE VICE LINE & CAP EXST W AT THE MAIN J J J/� N &EXISTING E%TEND 4SEWER SSMH 15 EXISTING 4" SERVICE �' ti SERVICE 6' BEYOND O EXST. Qj In / 00 SSMH 16 _Q 10 PUE --- N O f • < ~ J J STA 9+57 1 - - EXISTING SERVICE O ti O WYE, EXTEND 4" J o w SERVICE 6' Wz ; o A 4+80 STA 5+85/7+39 • BEYOND R/W /. INSTALL SADDLE ON EXISTING SERVICE wZ9Na ,- ` - - EXISTING 8" SEWER O WYE, EXTEND 4" / 2CJ W _ EXTEND 4" -1 SERVICE 6' • • \ ` _�- I SSMH 11A � SERVICE 6' BEYOND BEYOND R/W - -- -�- _ > N R W 00 C EXST. 1 SSMH 11 Er • ,� Lo O z 0 r7 � � 0) � 0 �I J �' STA 12+62 &D U w z - EXISTING SERVICE "-f Q a a¢ p O Ly • w • �r �-_fin O WYE, EXTEND 4" F- eW I k J f SERVICE 6' O = Q Q o L_J a I( C!4p BEYOND R/W -J a s 0 Q veil z �' N z o OPEN SPACE „- • U I C+ A7 - - GRAF STREET STA 2+8704 STA 14 05,62 J6U _ _ - _ _ SSMH#16 EXST. SSMHF17 EXST. 5000 `]yl w ±l 41 FINISH GRA Q - ---- Z 4990 Q LJ..:.;o _ 4990 p + J E STING GRAD - Q v�iW dm : Wm rnQa iff�wd _ - m �T N o m aN- 4985 - v, v�< uj d10 N vl '— : _ _ ____ _ _ VC 4985 Z Z - OF+ = SAT A OW 2 m;Q - A SLOPE 0 0 O% m 1% O n co > SLOPE > 0 A OPE 0.9 8 d d r h m an d 4980 i _ _ 35 PV _ _-- t - 4980 i EXST. 266. _ --- - m m m -- - (n 149i 3h A.H O go � I II N 11 Z �"`--- 00 al d Z p Z (� W 0 4975 I OUT .fi$ __ - ---- - - OF - -q. d d - o- �z z a975 (' I z ri49/ 44 A,B.I -_ I _ .::l" : HMO,n n I �' 2- � -z ch Q ti It 4970 SL E '-z - z In _ 4970 W N _ --_ 6- _EXST. 38.86LF OF 8" SDR-35 PVC 0 z - z U AT A OPE OF 5'X Z_ - Y \ Z 3- a z. Z j 4965 . - - _. : _ w 4965 Z w N o> _ V) m a z o - z w y PRweC j 4960 - - - `!- - - - 4960 2336.015.0 O m Of t0 n d N m d m ul m O, n r - M O, SHEET N b N m n n m O, N N N M d N i(1uim m m n m pl N "l d d N m m r 4 r1 n n r r n m m m m m m m m m m m m m m m rn m m rn rn m m rn DRAWING N d d d d d d d d d d d d d d d d d d d d d d d d d d d d d IS0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 woo Q1.. N W 2= LOT 114 LOT 113 LOT 112 LOT 111 • 4 OT 110 "� a a l OT 109 o Ij OPEN SPACE OT 108 -' a33N; 10' PUE 1 �. j _ _ • • • • z �o� SSMH64 • LOT 104 LOT 103 #1 - \ w SSMH 66 SMH 6 LOT 107 • LOT 105 > I s LOT 115 LOT 116 LOT 117 LOT 118 S-4 f LOT 119 \ 0 0\ LOT 106 / • • • LOT 120LLJ \ ,P of �, - lnoi m W 9 0 \ O LOT 100 OPEN SPACE O F I G � N LOT121 / >cnI F . • i "=50'I SSMH 63 LOT 99 30, DRAINAGE EASEMENT �J� -,_�P-, • • fir I TING —EXIS �� NJ R TEN PONDON Q LOT 122 RAIN ROPER DRIVE 5005 soon - - - - -- -- r t moo . 5000 J � 5000 �a ^ INISH GR E ; i I N a yam ? a - W Z 4995 4995 — Q (A tn _ ern, - z 4990 Z 4990 O cr m O --_ -- -_ _ _ _ 0 d 4985 — E - w (n w z_ 359y q � to -- - 4980 - Z o 4980 t P CL t- > z M - 4975 - _ LJ In 4975 <> _ _ U Lj 4970 N y� v;o>u, a a,>?. Z PROJECT U 4965 _ 2336.015.0 j 4965 O M In O f� N c0 I O d O� e0 In O SHEET N O 1 t` cD O In d m O1 00 d 5 O� Q) Qt 00 00 00 OD 00 m 00 00 00 DRAWING n rn rn rn rn rn m rn a a a � a v a v a a d d d d d d i S- 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 DETENTION POND mho • DETENTION POND L.J • `zoo, rt, a W 3 CY OPEN SPACE V 0 0 T 9 5 Q SSMH# 61 SSMH/ 11A 0 2 J \�h LOT 97 P.LP. MANHOLE I r �Jo LA • LOT 98 • - S_4 LOT 100 ��. `s% LOT 99 / SSMH/62 LOT 125 LOT 126 �,\ LOT 124 w- �o / 20' DRAINAGE EASEMENT LOT 123 • \ • OPEN SPACE LOT 127 O SSmH/63 Q dG ti� d� • � SCALES: P� �y_ y 2h EXISTING RETENTION POND S2 • S_1 -50 N LOT 122 `�h o RAIN ROPER DRIVE - 5005 _ - — 5005 - m m 5000 - 5000 - m a N z Q N : i _ _ 4995 : : W ZO 4995 U1 - - - - V) LLJ Q T ¢ N W 4990 w cy 4990 N _ N _ �a a FINtS GRADE ATER.MAI Qi N h N w _ d CROSSIN + 4985 m Q_ a985 �w� XIZ>IINU_ UICAUL M MAINTAIN 1.5 x"p & MINIMUN V) 1 — EPARATIO 4980 : : _ CD N Of _ - -_-- -- - - a H a- - — - - - - _ _ 4975 W vI 1 4975 234.31 F OF 8" SD - � - - ___ - - - - __ __ - -_ - - - � U - c� R 4ta - AT LO �o Z Z iJ, �.;,: aH � AT LAJ SLO OF .443�C- M - Q Q m 4970 - IV m a - -_ O a z ,. 4965 i 4965 - - s ai5 O N N N N N SI`CEl N N N 00 00 00 1 00 1 n co 00 00 co 00 ol 0) O) 0) OS al 01 01 E)'iAW�NC. _ - — S 10+00 11+00 12+00 13+00 14+00 15- 16+00 LOT 107 LOT 136 OPEN SPACE ' _ z LOT 140 • =o I Of 121 1 Z ♦ SE Q/ __, a3_ I ;:o I LOT 106 SSMHg 69 0 LOT 105 LOT 104 O I rrT 1 I LOT 139 • LOT 135 Ilk� I 10' PUE • • I 10' PUE SSMH/67 / •. Zll V� SSMH 68 1 LOT 103 SCALES: LOT 138 LOT 137 LOT 122 - \ LOT 134 9s SSMH# 15 � o R) SILVER CLOUD C 1- -- -R - 20'DRAINAGE EA In GAR - -� — LOT 10MENT \ Gf e� LOT 123 LOT 99 LOT 100 . P • LOT 85 0� / I N 2 o w �� < O O zz z lop ' � s t ti9c RQC 1i LOT 133 "^a I z F • m 9SF 10 pUE � m LOT 10' • LOT 132 2 N 11r I 1 m • m I 0 LOT 124 f I • • f • LOT 86 � �a f LOT 98 '` • OPEN SPACE �y 1 1 LOT 131 • Q I1 1 • OPEN SPACE S-3 S-1 DETENTION � POND Q a SILVER CL 0 CD_ CIRCLE R 0 CLING BEAR CIRCLE 5020 � R. 5005 5005 5015 -,.y _ i -- - l 5015 m i W z -- - 010 d', i so10 0 — -- a I Q �� ai Ni w� �' n -- — CD -- �ait z� a` 4 t5005 - Ln --- _5005 Z z U > O 4990 I + r 4990 - I - - 5000 - ---- - ----- 5000_ a EXISTIN mg GROUND '� M„ 00 Lj UD+ 3 00 : �N1D I ,4 - --- FtNiS41 a Z - R _ 4995 0 N N 496 4 _ \ ow GRADE : Of _ t — — r STA 0+11 — — — — (/T z 4980 W.M. CROSSING - 49 -I - : - - i - 4990 W N a 1N.14 CRO SING U ',MAf TA1N 18" EP. - Z z 2Dt:S7-LF SDR- 5 PM \ a 4975 4 4 -- — 4985 Z w N A t0 6Z A.B j o PROJEC 4 7 : q 7 t - ----- 4980 4980 23}6-0)s.c O t0 t` c0 0) I� l0 n 00 O in 0) 10 to n SHEET N d' N7 M N O M N1 C4 N N O 7 M 00 00 00 00 00 00 DO 00 O) 0) 0) 0) m 01 O) 0) M G) G) G) 0) O) G) O) O 0) 0) 0) 0) a, m G) O) 0) DRAWING 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 4+00 S Nn, EXISTING r • • \ DETENTION POND a` CREEK NOT INSTALLED NNSN SPRANG (A.B.) • OPEN SPACE \ I • y STA 7 .22 I a B STA +66.31 BEND \ OPEN SPACE • _� N z STA 6+59.68 °6°° • N W.V. w/T.B., V.B. 65.61 - Fp w \ \ a STA 2+45 to STA 3+30 / �R� • • INSULATE WATER LINE AT p 1�F S • GRAF'S 4TH ADDITION a w SEWER CROSSING C�1^` '� o a e=.so �•" - -- _ \O STA 11+02.81 a I o ,�/ O - __ _. o2a TEE w/T.B. m -� O~ CONNECT TO w W.37 ROCKING EAR W.M. 2 p l S STA 2+29.63 O a I a W.V. w/T.B., V.B. ss.se sF0 STA 13 STA .40 a a� S STA 11+39.07 � / - NOT INSTALLED NOT INSTALLED TEE, FHYD, VLV _ awi fi- es.m (A.B.) (A-B-) STA 10+10.49 ® w/V.B., T.B.'s STA 12+85,82 f E1.1Y �• MM' _, / HYDRANT BEND BEND Q �y_es _ -•' _ # 1188 UE p -0 EL.4-INS}.i} Mao,).vr) / ry •- -- Q w ry O I STA 10+78.10 O w^ '• O STA 6+54.68 W.V. w/T.B., V.B. O 0 0 / TEE, FHYD, VLV • o z Soo� STA .11 w/V.B., T.B.'s TEE w/T.BT.B. STA 1 + .62 m 4- -4-- _ CONNECT TO • �O BEN - N > -- \ - -t�-- -- w RAIN ROPER W.M. • �\ 1190 NT c�.w STA 2+25.07 I #EL. r� TA S I / TA0.6 RANT BEND( 186 I I i • Q / {.9`t 5.63' STA 13+69.69 C < w I (U �H REMOVE END CAP & (f i$S END CAP Fl. �' I HYDRANT I w m INSTALL 8" W.V. w/T.B., V.B. a < ( uor # 1187 I � • I W I • is �� W a I o a aI Sal LDZ o TA 13+68. 90 <<1 aC U o' w z OPEN SPACE 4A a l a I F 1 o I W-�7 I Z I o I '=50 V • U CORP.L � REMOVE G ' U Z J Q I o W-4 & PLUG AT TEST g �' N O • COMPLETION 0 0ry C-- GRAF STREET soon — INSTAI.L j3aQ Lf 9F 4995 i m r � 8.5'MIN COVER REO'D (� FINISH GRADE / 4990 4990 E STING GRAD - -. --- �'' _ Q 2 LF STD, SIIT. INSUL. 4985 Z 4985 - _ STA 2+50 2+8 A.B. `� — - '-- -- - - - 96 a (n F- 4980 2 8 LF STD. HT. -SUt. I - - - g m d _o"' > J m tib 3 z a (n (ao - — 0+85 � - rk hp hp 'n 1E mQ 4975 - I - � - �J _J �^ - --- �' z H - --. _.. _ �i ._ _ 4975 (D n -� of LL N /AW 19• S'EPARA DaY h m hi; 0 z 4970 1 i;l .- m 4970 u Z o ' Q m 3. 3 4965 o x€w v'x°i = `� o: _ w 4965 h - - '•• - - - - - Z o a 0 O ZXLc'wc� o�Q w z O 4 w Q O Z U F U I O N 01 4960 _ o c�N a _ _ 4960 2331 O tp rn c0 r a N FO m m 01 h n n rn n n a i(J r` N O m rn 51 e n n no m N N N n a ,ri N ,ri r m rn N ri < a ,ri ro m n n n n n m m m m m m m m m m m m m m m rn m rn rn rn rn rn rn n o, ^ rn rn rn rn rn m m rn rn rn rn m rn m rn rn rn rn rn rn m rn rn rn rn m rn OW N a a a a a a a a a a a a a a a a a a a a a a a a a a a a a i 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 woo _ m i mi STA 5+44.84w TEE, FHYD, DIP, Nzw� OM z p GV w/ VB. TB L ,s • aWw� r E6.4rlgi.il� � Wo'o STA 0+35 STA 5+11.59 HYDRANT W.V. w/ V.B.. TB BEND w/ TB N 1183 OPEN SPACE I I e4.00 taz.6o 91.z6 STA 5+49.84 • - -__ -6 3/'p'f�Z e6.es u.4o �� WV w/ VB. TB • ? a v • .Q J�rn W �' - —• save� STA 6+08.6 BEN m STA 6+96.13 �� --- BEND w/TB - 1 � u6.9s — asss - es.n szs4 � / • / �� W eaa \ p0 � \ • � I. >LAJ \ eze4 o es„ rip \ / ` RANT • • • • - w 2 - p 1184 LLJ OPEN SPACE ee.e6 ��Op � � v 5 • �,fj 5� Gzj `� Iw w 1�'�50 H STA 9+93.51 TEE a — — — Ll o awe HYDRANT • � • \ /��< 5 EXISTING \ �P O �iT 95.75 W— RETENTION P�a� r50005 DRAIN ROPER DRIVE 5005 - -- - . INSTALL 97 LF OF 8" Cl51 DIP - 3 w a d 2 5000 NISH GR E w N a N w Z 4995 - (n 4995 — - o m 6 MIN -- a990_ Z a990 — ----- CO R REQ'D - --- _ - O z cn N Z c w mo w I 4985 _. - - - —_._ m > 4985 Ul d �o and v�¢O�¢Z _ cy U I z Z N 4980 __ ¢ M Z D O Q o (n 4975 h �� W 4975 -- ,yy b�b �- __ : U a " 4970 - _ _ Z w � N j 4970 - H a ac V) m ellPROJECT N: 4965 2}36.015.040.0 ¢ I SHFF' NI�MH / 4965 N o O M N O I N 10 if] h m O d O) M aD iA aD b U1 N O d' M 10 N O m O, N a0 aD 00 a0 CO 00 OJ a0 0, 0> O, O, O m O, 0, O, m O, O, 01 rn m a a a v a a r a a a a -t a a e v W -� 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 DFTFNT[ON POND -• • \ DETENTIO \I • \ ` — — — / W It 'POND I OPEN SPACE W ' • STA 15+52.0 STA 15+57.0 lL TEE, H GVw/V.B. WV y HYDRANT # 1187 r Q /LPG% BEND I �•4F18L.G3 P o 92.29 • u08 - --- '� - .• o STA 15+89.21 �OT) STA 14+46.05 TEE _ \ C�/ \ EL.40,4}.14 BEND HYDRANTSTA/ n 12+20.35 BEND STA 10+22.5 • 1 WV wl VB. TB 4 77 • — QJ — — 07( S� / Zp DRAINAGE EASEMENT �. / STA 10+17.5 // � • \ _ ` TEE, FHYD, • / / OPEN SPACE F Q d Sao W—1 ti�jy d,�, / EXISTING RETENTION POND • - „-50 w—2 V �P ��bh dd — — — R DRIVE T E 5005 RAIN ROP 5005 I.ST4 590 LF OF 8' CL 51 DI -- - m 5000 - 5000 04 - -,- Cn 3 _ - 4995 N (N 4995 N -= 4990 4990 - --- --. _._ _. _ z -- U --- FINIS GRADE SEWER MAI > CROSSINC 4985 m 49 _ _ A M INTAIN 1.5 MINIMU I 1 1n _ ——F- — EPARATIO - o D 3 STA 09+ 9 - 10+07 — — — ,. _ 4980 -:- _ ! -:- - __--- _ - U o 4980 - �' _ _ _ -_ _ ---_ Z_ n I CM ER REO'D i. LL8 LE { 1n D-3 STA s+n - ,s o - 4975 4975 _ _ --.._ -" ------ W 4970 4970 � yr •., ;.- �. ,a �.p� w o � �:. � -_ : - n 4965 % 4965 -- O N N to NL f- N t0 l0 O 0 co 0 rOl OO� O, Ol Ot 6) m y -t d 10+00 11+00 12+00 13+00 14+00 15+00 16+00 mop i / / / • OPEN SPACE w • > IW�O I I OPEN SPACE 4 �� ,70 • • • pt{PS 2 � o O • P� m m ov�s • STA 0+11 / STA 3+2MJ .5*BEN TEE STA 0+35 7 INSTALL MJ 22.5'BEND w T.B. w/T.B. .V. w/ `--li T.B. �i. `�' STA 3+48.74 (20.6'rt.) X51-AS: s�A y n .)z?`,� INSTALL 8X6 REDUCER HV HYDRANT I 10,PUE O�r STA 2+79.03 (11.0'rt) STA 0+35 INSTALL 45'BEND WV u8, T.B. '>rs M1189 I w T.B. 9t. ru-gltlS-LS __ STA 2+98 (30.0'rt) \� ` G 2p• \ N _ EU INSTALL BX6 REDUCER �`T 10' PUE F CIR � � x o G\�G .� SILVER CLOUD R - 10.PPU�_ - LE b LS'//- 20' DRAINAGE EASEMENT \ � STA 3+57.97 (26.2'rt.) \ \ M.77 INSTALL MJ FHYD ASSY., I �'� ti � TA 3+10.747AS _---- _-- 0 20 INSTALL MJ F 6 GV w V.B., T.B., 13.2 w w o wHYDRANT _ J} �` LF 6" DI HYDz �� 6" GV w/ V.B �t1190 1 G mF 6" D.I. HY 1 C 1N_.,_ STA 1+35.18 (17.2'rt) • '^I'na N I HYDRANT IA I HYDRANT \ ly��rg� T �O INSTALL MJ 22.5'BEND 11P 1185 Et.4q9}.14 I 1111 7184 (�"•"' ""�� I m 5L.4g64-46 \��r• STA 0+11 (10.1'rt) • W n I (Aga.).r✓r, 1 INSTALL 8" MJ TEE w/T.B. z �-+ • • I� I • OPEN SPACE �--I AITF. OPEN SPACE - � � � � - ROLLING BEAR CIRCLE SILVER CL 0 UD CIRCLE - 5020 5020 k50 0 5 i - - -- -- - - - 5005 - - - 5015 5015 4 0 1 mZ - N a Z 5000 5 10 Q o - t - a_ -- - 5005 Z 4995 _—_ �9LF 5005 0N4 INSTAL 8" CL 51 DIP N z - > w . - 5000 m > 4990 - _ _ - - - _ O EXISTIN i In a GROUN (N o - FINIS D FINISH -- - 4995 (.D w o - GRADE 4985 49 - -- G -- -. Z Q 4955 — - - GRADE C'Y STA 0+11 — 6.5' MIN` 4990 6.5' N. _ 4990 -- w 4980 W.M. CROSSING YE — a9ao _ +T1' U A A1N tMAIN STA 1 (J0.0'rt.) STA J+ .74(1U oWSTAIL M REDUCER EP. _ I u15Tut 6 BmVICER G Q a 4985 Z w 4975 4985 4975 _ - . 'rlSTA 2+79.0J(11.0'rt) STA 3 l0.74(42.71' .) -MISTALL B'1 J.4S MW flhD A Y 6"WXFL B W 5' STA 3+2J.7 (IO.J'rLJ STA +5.97(16.1'rt)T9• - r .. wv r V.B, Td, PROJECT N J2? 6"D.l.IIYD D 'FD1 IIYD lFAD49 0 - 2336.015.G4o. oy (2.0' .B.) 4970 4 80 4 70 _ - - - - Ln 0) 10r SHEET NUMI O tp f l0 OJ I� U7 17 (V N N O 11 Q I'1 N p O> [DRAWING NW M OU m Ot m 01OD 00 c"l 01 d Q d d 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 4+00 w3� • Zw� I EXISTING 1 3�om • DETENTION I nom REEK OPEN SPACE POND wumu > N �- G C N N5H""" � 00 • • 00 F- I IQ CSTDg SIDEWALK OTY'S O a REG STA - END STA. 5M LINEAL FEET OPEN SPACE • OOi OJ 0 I 00+00 - 13+76 L 1364 O \ 00+00 - 02+49 R 248 • H- J fi +72 - it+01 R 805 02 O 00 • m� p) J \ \ o 11+24 - 13+68 R 235 TOTAL 2M ~p • O / co J < J a ID v • STA 11+13.10 • x • 04 ` '` -� o \ STA 0+00 ROCK NG ST.= a M 0) /� t RG o BEAR CIRCLE PIPE STA 1DRIVE 62 GRAF ST.= C\ STA 32+14.18 PEACE S _Iw 1wnl / Na l yD I O J J J 0 1 ~J STA 13+80+/- GRAF Sh STA 2+65.69 GRAF S = oz a o STA 15+96.79 RAIN n \\ r7 al ROPER DRIVE N H ~ If NAWO EXSTT & TIE T . EXST. 24 STEEL I II O CULVERT / 0 ry N O INTERSECTION GRADING J ( 2 1CVLVERT DETAIL I D-1 o w Wow / o a ry o M ` _ f o fLPD\NG I N J • F- - a o o SE/N G O o w W- / o w \Nj£R ftj I I O -- J • J INSTALL STD. C.O.B. --------SECTION G 10' PUE STREET SIGN INTER c • V C LV RT TAI Z _ INSTALL STD. C.O.B.\ IwIII / / 00 D-2 INTERSECTION GRADING STREET SIGN ( M 3 •AI Ii REMOVE ST D DEADEND D-2 TRAIL TIE-IN � M BARRICADE D & RESET T TAIL 90+00+/ GRAF ST.O RESET DEADEND - SEE DETAIL: � 3 BARRICADE FROM F- O[aGx3 STA 13+76 (END PH 1) �I a o O Ln I 1 F- U D- p o f o J0 (`+ Q scA a Y LOT 139 � aI o z I o I OPEN SPACE 1"=5 V • al P-3 Q O I N I P-4 • _ w 0 GRAF STREET = a 5000 5000 1.77 � a 4995 499 a N z � � - fiNiSM GRA E % f -in Z 4990 N O 4990 E DI STING GRA - — T - I TA L E 1 h'f' 4985 Z 4985 - -In \\ - W 4980 m w 4980 O 7 Ln � _ 0- .-- N _ - - 4975 0 In o Z 4 0 4975 - — O - C):� of n _ EL N < N m 4970 LLJ 4970 - i _ U v _ Z Z o ^ Q a 4965 Z w N j 4965 - Z O o - - (/7 m a z � w in 4960 sie o� j N .�n w 7O 0 m0 N N 7�o 0 Me0 0i T n� aa? N�tmp 001m O6f1 m- nO� `,1141 nmd md nOd�md nd ood d d d tdop d d d m 6 D m O n p DW O OdD p m 0, ml O4960 13Od�+md0 0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0d OdI d Od� f�AAWIN 14+00 P moF5 LOT 114 LOT 113 LOT 112 LOT 111 LOT 110 • p z LOT 109 aww < wUD& OC INSTALL STD. C.O.B. s STREET SIGN LOT 108 • • _, a33i.j�2 10' PUE • 2 \ =4 a v1 \ OPEN SPACE - - - - - °►w \ P� m z • LOT 104 LOT 103 - '''ga1P \ / 10' PUE / SAW CUT • � / PVMT. \ INTERSECTION GRADING \ LOT 107 • LOT 105 LL 4 V RT DETAI D-1 Ck LOT 115 LOT 116 LOT 117 LOT 118 LOT 119 \ o ,o\ LOT 106 STD 5' LOT 120 w C.O.B. IDEWALK OTY'S • \ \ / ,\ RFh TA - END STA. 5M LINEAL FEET AL� LOT 100 00+34 - 09+71 L 962 09+95 - 10+00 L 5 10+00 - 15+81 L 596 OPEN SPACE 00+00 - 10+00 R 940 \ v g " 10+00 - 15+91 R 583 LOT 121 \ / m TOTAL TW6 • STA 9+8251 RAIN N ROPER DRIVE _ - w STA 0+00 SILVER w e rn CLOUD CIRCLE �..� INTERSECTION GRADING I w — — — EASEMENT \ _ ? �,�p. ! J \CULVERT DETAIL • �O1��I i 30' DRAINAGE — � \ \ / i \ � \ - D-1 • \ �/-r e _ Sc�ALA S _ \ \ \ \ \ ��a��o� stir \ LOT 99 1 =50 H f \ EXISTING —�" AtY51 v \ RETENTION — POND LOT 122�P \ RAIN ROPER DR] VA' _ + � � PVI STA = 7+47.99- F515 rn w 5005 _ - - - =-. -- ---- -- PVI ELEV 4988.09 - - i7 'm Q A.D. = 0.545 _- _ d __-- K = 3 6.952ui 5000 a a --- 200.0 0' VIC I 5000 t - 0 INISH GRADE a rn °ry 4995 z LLJ 4995 — - - -- -- ---_ - Iri m m - : :- _ 11 4990 ----- - Z 4990Li 4985 W 4985 - - - I j cr --_--- cl- O (n Of o : -- 4980 - -- 0 o Z 0 4980 O cif N _ IL J 497 0 c2l N 4970 j 4970NO o ^ (n m PROJECT N0. x Z _ 4965 - - 2336.015.040-031C / 4965 tl O/�nryO 0d1•m�md 01 amd, d amd, d m •m SHEET N UMB ER O o 11 13 m d d O � �OD .0 � m 00 O 00 00 00 00 00 m 00m 00, DRAWING NUM O) m tP Cl� 0 !T O m 0� � m� 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 \ nF TFNTION POND w <mii • \ DETENTIO I • _ — — — — — I W 0 PO 1 I a JNQ N D OPEN SPACE LOT 95 LOT 96 =w � 1 INTERSECTION GRADI G CU • 1 LVERT DETAIL I l` a33Nn,, INSTALL STD. C.O.B. / STREET LOT 97 1 r. D LOT 100 ' LOT 98 P-4 - �\INTERSECTION GRADING / J \CULVERT DETAIL 0 S" —1 g0 0 STA 15+96.79 RAIN LOT 99 / /� ROPER DRIVE _ STA 0STREET9 \ GRAF STREET Qo/ LOT 125 LOT 126 0� wFi y • zZ 2 E LOT 124 WUNa LOT 123 20' DRAINAGE EASEMENT / \ d STA 9+82.51 RAIN / • c� ROPER DRIVE _ / / OPEN SPACE ` STA 0+00 SILVER • / �W g 9, CLO D CIRCLE / STD 5, C 0 SIDEWALK OTYS [� LOT 127m's B / ♦3FG STA - END STA. ICE LINEAL FEET �"� 10+00 - 15+81 L 596 �1 10+00 - 15+91 R 583 g� `Dy��opd • / / TOTAL TM "= • \ 1 =5' H LOT 122 y'fb�bd / \ p 1 —5 v EXISTING RETENTION POND — _ RAIN ROPER DRIVE 5005 5005 - - < m 5000 - ro - _ _ m Z Q W Z N O w w ? asss Q 4995 Li4990 4990 - a n CL O STA 10+ 3.51 '^ : - - z > IN TA 15" RCP ®CL=498 .79 FINIS GRADE x p w c F 4985 m � � 4985 O LL a cl- c o - — — — STA 15+7E 2 111 ._2p007, 4980 : - - - - - C' ? _ Z_ a a 4980 IE �4977. _ _ a N c 4975 W 4975 - - U Q Q - 4970 a. 4970 c w V a �� m z _ 4965 2336 Cl I cwa.ot % 4955 O < N N m ,Lci 1 tp uj uj M vj N O N< N") co 00 pp N OD N ao o f h 00 OD O)Om, 0,w O,Omf O>Qmi Omi Om, 0,Om, O,pm, m Omi O,pmj "s NINE; NJMBE j a as 't r �e va a �< de �a as as _ _ - P-3 10+00 11+00 12- 13+00 14+00 15+00 16+00 \ iV P_2 I LOT 107 / • �Qj LOT 136 I OPEN SPACE LOT 140 • ' M I / D • � 9/ _,�a33iyj z • • • � P PSF,ti7�' wa '. LOT 121 O0 I LOT 106 LOT 105 LOT 104 �4f INTERSECTION GRADING LOT 139 • LOT 135 = ph m CULVERT DETAIL D-1 STA 0+00 ROCKI F'l I • E I • NG / CUL-DE-SA GRADING BEAR CIRCLE _ / 4 �CULVERT EC AIL CUL-DE-SAC GRADING STA 11+13.10 \D-2 �7 INSTALL STD. C.O.B. ! L 1 CULVERT DETAIL X-PA GRAF STREET 15'r STREET SIGN D-2 LOT 103S LOT 138 LOT 137 LOT 122 v / LOT 134 \ o STA 0+00 SILVER INSTALL STD. C.O.B. / AS CLOUD CIRCLE _ STREET SIGN i STA 9+82.51 RAIN ROPER DRIVE 15 rV R Cl 0 U D v _ _ CIRCLE o 20' DRAINAGE EASEMENT \ \ \ I15'r LOT 102 ST) 5'SIDEWALK oTYs �' \ l OT 123 L0 99 LOT 100 SILVER CLol1D CIRCLE LOT 85 �P� / g.m �N _ \ / w O i a o G BF+. STA. - END 5TA. 2U LINEAL FEET 0012 - 03+39 L & R 711 I I TOTAL TT LO T 133 • I Z Im LOT 101 15'r LOT 132 • m I ` INTERSECTION GRADING 0 W CULVERT DETAIL 1 z a6 SIDEWALK OTYS D-1 1 LOT 124 • • I� ROCKING BEAR CIRCLE LOT 86 �2 �/1 • �~ LOT 98 / AFG. STA. - END STA. 2a 1INEAL FEET LOT 131 • O d� OPEN SPACE 00+33 - 03+66 L 358 ; / / I / \ • 00+12 - 03+56 TOTAL 4 OPEN SPACE P-3 P-1 1 ETENTION POND - - R 0 CKING BEA R CIRCLE ,SIL VER CL 0 UD CIRCLE 5020 10 SD2D - _ m 5015 - 5015 - 5005 CV a 5000 z 5010 - _ - Q 5000 - - _ - - - 5005 Z OD 4 5005 __ - _ O 499 - - N In F- 0 II: - + 0) : II 5000 m w M < :> 4990 II w EXISTIN II a a > GROUNDQ; > w w a S 0 0_ FINISHED c~il w a FINISH -_ w - 4995 O o a Q 0 0 GRAD _ 5 4985 a995 - .o ° z p GRADE Of \ 4985 0.583% - - 4990 W 4990 4980 rn 4980 - i Z a - c - _4985 Z w - 4 7 - 4985 4975 Cf) on 0 PROJECT 4980 7336.015.0 4970 - 4980 % 970 SHEET 4 Nl o cDaO wc0 ntO �a `orn •� n 0 Q 01 N Ot Ol Ot rn rn DRAWING 1 ,o d� d',n ao� Srioo� ao rnm �rn �rn �a0 �p0 11a0 Mao O)c, 100 100 Of ya da �a as as rn rn rn 0 0+00 +00 1+00 2+00 3+00 1+00 2+00 3+00 4+00 m86 - J i iwo L wLog INTERSECT UN DRA NACE DETAILS d IS"\ X\ INV OUT= � i O 3 7 H r A \ �9L� x / o !� \ r«� \ (a98z.w AB.) / x ��/ p D-3 I I I � � C/ z o/ \ \ ante (4977.32 A.B.) I � C F _ o /- \ a \ _ INV OUT= � < m �9 OG \ 10v e..w rJ el.: �•• \ O r- ( 978.46 A.B. / / / O INV OUT=�-` =II I 4 ) °V � ,� u.ze �/ � )O .z X C'ip\ NV IN=49-- � iI e 4979.22 A.B. _ J� ( )- T ��N ' 9azo � \ 9x ./ eB.9) � �/ �S•, .'- _ X m.m -X- - L'22. B) o \ ws5 as ).tea 0'/� 0' e \ C AJ \\� c_ae.) YL ,� R-15' sa rMP° �`1� INV OUT= '. �e�?• yse cv.5 s� al..z.a>X (7.zz7z A. ) a �/2 FA X 7s, ES a: ,.. \t�- - S� a^z •, (4982.43 A.B.) \ J ♦ 9d '9a Q. / eTn E P. :-i. ,. �" ,.. N INV IN=A48" �O J ,p // X (4991.33 A.B.) I / 1DOGHOUSE STORM MH O , (4978.91 A.B.) 1 O ° 4 x.e 11 3E - X'. 4 'm (�7� S•'° 9355 /�,• INV OUT= 85.81 sT., a _498�Lj6 0 (4991.18 A.B.) tej Q / -INV N=499'1:/T / P.� (964.74 A.Brj mm E.P. 7Y yp \ ��_ \ X (4991.62 A.B.) INV iN= - RIM 418rd-36� 0 / W OD INV OUT= I p� Q / (4984.05 A.By lI = a6 _O \ � 0O GHOUS T 7 -22'(A.B.L f (497' A.B.) n- RAIN ROPER DR. O D-3 / 59 :4.9 (5.5457.A.B.) _,Iz' \ k // 3 / INV I N=4 3"44z5-. t� v do�zs-yr- (4992.13 A.B.y �y �a)°� / INV IN=_9 __ / N / (RIM=4985.91 A.B.) _ 4979.12 A.B. c� es.e s / 4983.87 A.B. ( ) \ / , / SLOT LE.=3914-3rB§'( ) O w 8 NV IN=(4979.53 A.B.) '49J�32L INV=_4482"8T3'( ) 4982.87 A.B. �y 7 0 T R °mom°X �� 00 / / \QOe / J iTED STORM MANHOLE w D-3 7C / mb P D-3 O �$ �../ x x \ \ \ ! \ 2-� GRAF ST. ROCKING BEAR CIRCLE SILVER CLOUD CIRCLE/RAIN ROPER Dk Ll \ \ P-1 SCALE: 1" = 20' P-2 SCALE: 1" = 20' \ P-4 P-3 m \ \ P-4 ST. 3 0 \ NEW CULVERT 7000 5.00 o \ INV OUT=4993r7�- I 24.100" la1 REMOVE 88.45' OF 12" RCP (4981.24 A.B.) \ \ (4996.44 A.B.) SALVAGE FOR CORNER a U Q mir CULVERT (PPD/RRD) m z INV 0,11=gyS4-22- \ NEW CULVERT•v ` N -T' CV Q N\ IN-�� .- �� (CONST. LIMITS) z INV IN=4.9$.a7 A. 4997,05 A.B. I 11 W O (49et.67 A.B.) \ \ ° - �� -PHASE LINE Q\ L=22'(A.B. 111. X 211 mss a_ 20' DRAINAGE EASEMENT - - - - - - 9) X- - - - - - S=2�jyS-2.2 ( L=8 45' C� 1 a - D-12' R 99a, 5=0. 9% �`i L._. 9e.m W G S, R ��15 p=1 .. RCP �" E.P. O/- 99 az - ..9 0 Q Q'�5�' IT.x3,51.6e `I.11.1966 1-a,aE St.28,056a � O \!L,- 9a,o9 m Z \ e V Q INV OUT=4998.07 E.P. (n � o X a 9B 65 - - - -- X 8' TYP 9aa, ' s 9a.5 N z - - - - - - - - -- - - U O \ L= 0 00' vpEACE PIPE DR. -> 9)on Z N '\ LEGEND: Tn W w \ \ \ INV IN=4998.24 - ~ \ L�DOGHOUSE STORM MH O U z i 92 73 = FINISH GRADE; ADD 4900.00' p Z FOR USGS DATUM D -3 Q z v _ r = PROPOSED EDGE OF PAVEMENT p � RAIN R 0 P�_R D . C R /` C -__ = BOTTOM OF DITCH \ Z N SCALE: 1 = 2O / = RIGHT-OF-WAY LINE N m O o P-1 --� = DIRECTION OF SURFACE FLOW a P3 ( PEACE PIPL DR_- RAIN ROPER DR i P- 2 SCALC: 1" - 20' _ D m >WU$ L n l L_o w ��f�\\ � w �rc is V T � Ho 03 I l � i 1 I � � W 75 n- x �- �. \ 'IrEMr LULD, Ar, HTAI• z = END PREVIOUS STREET FILL W\ SELECT 1:1 _._I� \ / D-4 _ I Q CONSTRUCTION MATCH EXISTING GRADE AT 1 +80 / D/TH BO RAF STREET \� EXISTIN57CULVERT s �7_M i� A / \ / \A PHA T HEADER w TRAIL -N TAI \ San ; 9am ,a 9e.zs ss _ ? O D-4 �� i D-3 - ' _ yr x 2B PEDESTRIAN TRAIL _ m I c INV OVT -"\ onp°p ` e J �,r 76 j �a c.-'' R•> _ 1 � , x `os9x 4g seams sr,Jz.yz , �m I '-•-' e eq 1' =4gg83 S7g r`t,q" °R J.b O - (4975.92 A.B.) rT'i,r - a z ULLL § > 4996 3g R/M_4gg sr,J O O INV OUT \ o sr, A/y 4g985 9a. • 00� zAl ,!•` 1— p i 67 AoB tENST _4V g ` RCP QJ D_ RCPIx p^ 3' o E P/pE � 9e,aY I I �R �" — DETENTION POND �/�V OUT(E r D STD" tiIH I kSr) 4, I _ _ 24,0�' ,1 ENV ��6.45 zo,,��' IN (EXST)'4g 9 66 ` —'z`'I !. 5 19 I I/ I a t * x O x �a t _ it i LACE PIPE DR. GRAE ST. N . END GRAB S 1 . AlF. = 20' P-1 SCALE: 1" = 20' LEGEND- a NV OUT=4978.77/ FOR OUTLET DETA45 �� INV OUT= _ a SEE SHEET E-1 4987.77 A.B. - 92 73 FINISH GRADE; ADD 490C.00' 3 a o b FOR OUTLET DETAILS ( ) m I _�SLC'Tf 1) SIDRM NI' F FOR USOS DATUM SEE SHEET E-1 t - c a S c PROPOSED EDGE OF PAVEMENT \l = BOTTOM OF DITCH Q - — — = RIGHT-OF-WAY LINE m Z DIRECTION OF SURFACE FLOW CV < / = A.B.) \ Z \ / n N SLCT I E.= . ''(4 8' A.B.) f O / / -O•Q, NV=A488-G3(4988. A. Q � p (n J RIM=4982.40'(A.B.) ! 74 0 I LO/I.E.-A..I 'T(4980.36' A.B.) coi` I /�j' V (4979.36 A.B.) I x -. � Z 9z,z H — N W _y' SLOTTED��?ORM MH \ 9z-Ja U. N zw D � � � � � 0 0 N N OVA'-_ 1n\ O \ 00/TCl _ \ \ S 04 gBOTTpM CD N S, BQT TOM o \ a 0. NO .�<oa3,N II I \UMBER N 9 1 SILVER GL-OUD CIRCLE - �R 0 C K I N G BEAR C I R C L E DRAWING NUMBER E' 4 SCA;F: 1 = 20' D__ 4 SCALE: 1" - 20' D-2 ta�%A 35' R-O-W —(SEEDED) mz COARSE GRASS < z '1 70' R-O-W im- alp 34' t _ o VARIES aow 34' - 34' _. 2" OVERLAY ,3;1 - > CATCH 29' --�� EX. GRND. i��o g' 29' — 29 5 GF OTEXTILE FABRIC SIDEWALK AMOCO CEF STYLE 21• - 2002 OR APP'E': LU. = / 21' 21' 2' DITCH BOTTOM 15.5 - o — 15.5' - 15.5 h m 4 6 ce PIT RUN n GRASS SWALE DETAIL t 0' Ty E-2 SCALE N.T.S. 14' - 74' _ 14 -- 3"ASPHALT (EX T.) � 1:1 CRUSHED STD 5-F'.— C.O.H I • 1 3" 1-1/2-IN H SIDEWALK 12' • 2.1 1:1 12' 12 INLIS BASE 7YP (SEEDED) DRIVING SURFACE 3_1 GEOTEXTII f DR IN SURFACE 2' L27 3 1 2% AS SPEI;'E 27 27. �7 3a COARSE GRASS 2% 5.33T BACK SLOPE 5 33,1 q`T 4;i 5.33 RACK SLOPE VARIES BACK SLOPE PIT RUN VARIES Lk VARIES 5 " SUBGRADE S; 1 EX. 7-3 6.0' 5.0' �.0' BURY FHYD 5' .,,I,N.! 55 3" ASPHALTIC CONCRETE GRADE B. COMPACTED TO 97% MARSHALL ON 3" OF 1-112-INCH MINUS TYPE A CRUSHED BASE COURSE COMPACTED TO 95% RELATIVE COMPACTION ON 18" OF 8-INCH MINUS PIT RUN GEOTEXTILE FABRIC COMPACTED TO 957 RELA71VE COMPACTION ON GEOIEXTILE AMOCO CEF STYLE _ FABRIC AS SPEC'D. SUBGRADE, TOP 6" SCARIFIED AND COMPACTED 2002 OR APP'D EQ. TO 95X RELATIVE COMPACTION. (COMPACTION BASED UPON AASHTO T-99). INSULATION NOTE ALL GRADING WITHIN THE RIGHT OF WAYS SHALL BF COMPLETED As PART D-3 OF THE ROAD CONSTRUCTION INCLUDING THE GRADING FOR ALL SIDEWALKS. 16.50• as GRASS SWALE DETAIL E-1 SCALE N.T.S. ti U 2 7.50' 7.50' n TYPICAL HYDRANT LEAD DETAIL SCALE N.T.S. IFrO H i.4 _ _ I 5,.°T'LD COVER GROUND SURFACE 4 2S-3/4" DIA. 1 slzE of Rso PIPE -� 2 AS NOTED ON PLANS 0.50' "A." 2% PRECAST E:"X24" SLOT A T 3•' ASPHALT j - 6" 1-1/2-INCH MINUS I! /� BASE 3" 1-1/2-INCH MINUS BASE WIDTHS FOR INSULATION VARIES i 6 - INCH D.LP. MIN. COVER - 3.75' W - 8.0' -\ 8 - INCH D.LP. MIN. COVER - 4.2' W = 8.0 VARIES r WER NOTE: IN EXTREME CASES WHERE COVER IS LESS THAN STATED MINIMUMS, ADD 4' TO WIDTH. �, 18" OF 8-INCH MINUS PIT RUN BOTTOM OF IN RQ INSTANCE SHALL COVER BE LESS THAN 3.0 FEET INV. ROAD SIDE INV. DITCH (CNOTED ') I op W � UNLESS NOTED OTHERWISE 9" SED. TRAP 4' THICK X A W DF FXTRUJFD 0.75 42' m Mo POIYSTYRLNF INSLLA'ION SUBGRADL 4.00'— BOARD R LENGTH MINIMUM (AASHTI ',PL, M230 7C; `z' a 6" MIN 12" MAX. INnLAT.ON SHALL HAVE A M N. 0.50' COMPRESSIVE SIRIMJM TE n TYPICAL INTERIOR STREET SECTION _. Q 35 P51 & A MAXIMJM WATER t R4, m Q 2" THICK SAND + T ABSORPT ON OF 0-2F% BY VO,UML SCALE N.T.S. CUSHION Z GRANULAR I'' W O HEDDIN,. WATER VA', n TYPICAL INTERIOR STREET SECTION ? a SCALE N.T.S. RA _ d WATER MAIN INSULATION DETAIL ILO E714 n Z -_. 1 SLOTTED COVER 0 J S-1 SCALE N.T.S. 25-3/4" DIA. — (n Q 12" or 15" RCP w TT 0.50' 2 OR 3 CO LE MAT'L-(3"-6" DI BERM PIPES (TYP.) OR APP'D EOUA) OUTLET PROTECTION Ln MIN. DEPTH= 1/2 D cn to SEE 1� 42' V O �OND DEPTH VARIES q;N I (SEE PLAN) 4' N. p-3 Z D 10 4 1/2' VARIES "A"-LOK SEEPARATNON-WTIION FABRICVEN XTILE 0 Q p 0.5' VARIES 015" 3" AMOCO #4553 (OR APP'D = U EQUAL) .0 d SEDIMENT TRAP Eli INV. N n DETENTION POND OUTLET I E-1 SCALE N.T.S. �9" SED. TRAP Z 4.00' Q Z Q - p , RCP UR;.MR 0.50' rp (/^ Z L'-I h CULVERT AS p NOTED PLANS- FEs 3"ASPHALT O FINISH Gft4DE 6. T a _ -HAUD RULED 3" 1-1/2-INCH MINUS BASE r. - 5.84' O v"-INCH MINUS O PROJECT DIR.By EN( s 16" OF B-INCH MINUS PIT RUN !�� 1336,01 5.0< 6 \� SHEET Nu N GEOTFXT-.t Ig6Hie ��' SUBGRADE OR AF`•'L"" n CUSTOM "DOGHOUSE" STORM MANHOLE 20 20"' n DRAWING N D-1 SCALE N.T.5. 1D OUTLET PROTECTION n CULVERT RIP—RAP DETAIL n ASPHALT HEADER — E_� SCALE N.T.S. P-1 SCALE N.T.5. D-3 SCALE N.T.S. mom w� QQJUZ Q Zm�3 U N=2� 35' ROW ooN #3 RE-BAR 6" OC. 6" SIDEWALK 34 EACH DIRECTION 5' 29' b3� SIDEWALK 2 i ASPHALT 21' 5 BASE COURSE DITCH BOTTOM p mom. 3 h q 5.5' R PIT RUN EXPANSION JOINT 14' PIT RUN DRIVEWAY CRUSHED 1 12' 3' CRUSHED STONE CRUSHED-- DRIVING SURFACE BASE COURSE SUBGRADE 2:1 GRAVEL 2a 3:1 2X BACK SLOPE -33:1 4.1 0 VARIES PIT RUN 18" CMP w/F.E.S. SUBGRADE THICKENED SIDEWALK SECTION—TYP. SDWK/ASPHALT INTERFACE SCALE N.T.S. 20' CRUSHED GRAVEL 1' F.E.S. IAj 18' ASPHALT =,I F.E.S. :1 lz wNpZ � 26' - 18" CMP +� C n DRIVEWAY CULVERT DETAIL SCALE N.T.S. o� �a x� oQ STANDARD C.O.B. DEADEND BARRICADE � 74' DIAMETER GRAVEL CULDESAC 12' m 1 7' a ¢ Q m Q / I GRAF'S 4TH MATCH GRADE 2% (V z ADDITION 2% �"— AT Q I TRAIL MH -+ f-_— w z GRADE_SIDEWALK >\ ° j 3" ASPHALT N — — , 4"CONCRETE SIDEWALK z Q 100' DIAMETER EGDE I OF \ e a 75 g2 .4 I TEMP. CULDESAC �_. / 3" 1-1/2-INCH MINUS BAS d = EASEMENT -- - \ \ 3' GRAVEL BASS -. - - \ / Z EXISTING CUL\ERT DITCH SECTION (TYP.)�� / 18" OF 8-INCH MINUS PIT RUN \ / \ 2 5 8.2 m J \ / 5ASPHALT Q D-3 cf) - SUBGRADE (n 0 'h DES1RIAN 'RP.I�-GRADE Z MA,(. cRAOL n TRAIL TIE—IN DETAIL SCALE N.T.S. CL CARTER WILLIAMS PARK CARTER WILLIAMS PARK W z a z N — - G m 00- IITI�TION POND ��✓ 707, 2336.D15. SHEET TEMP CULDESAC DETAIL ��\io 2 D-2 SCALE 1"-20' DRAWING JV wZ V / \ H > > w>> i i LOT 119 J./ / LOT 130° S / R - 4 88 l W ( FF- 3.50 / I - - - 0 fF-9,. LOT U U j LOT 110 LOT 133 --- - , �-9150 � 1 � a FF-94.00 p� / t LOT 134; F-94So LOT 132` 1 p l a 4 FF-95.00 1 �a�a� 2 w N LOT 131 LOT 118 LOT 111 1 FF-9 LO T 8 7 - = o C L FF-95.50 r LOT 135 o = 1 1 _ FF-92. 501 �- r t 0T 117 t 1 A L W N FF-97.00 SLOT 112 FF_97A0 P W LOT 86 I w t -- �-1 O I< L O T 13 6 FF-94.50 w N la LOT 13780 49 I �¢ T t D-3 1 1h r FF_95.00 LOT 138 ti w � 1 FF-96.50 6 LOT 11 's95 1� o OT 113 1 1 - LOT 85 IN FF-90.S0 r T 141 LOT 1 - FF-97�0 a r' LOT 114 t 1 1 < LOT 3 L 0 T 115 1 11 4W.4 11 LOT 84 4995 D 2 _ �J '-HAS ` Q f r • / m LLJ 1 -- v _ z 0 V) N 0 V1 m = � d vi NOTES TO ARCHn`ECT AND BUILDER N SE 1, NOTED MINIMUM FINISHED FLOOR (FF) ELEVATIONS ARE INTENDED TO ILLUSTRATE =O n COVENANT COMPLIANCE AND TO SERVE AS A GUIDE FOR GENERAL DRAINAGE PURPOSES Z ,n GRAPHIC SCALE ONLY. PLAN GRADING ASSUMES FINISHED GRADE TO BE 1.5 FEET LOWER THAN NOTEDcif u m iw FINISHED FLOOR ELEVATIONS. EL 2. THIS PLAN DOES NOT INCORPORATE SPECIFIC BUILDING LAYOUTS, FOUNDATION 1n DESIGN OR ANALYSIS. IT SHALL BE THE RESPONSIBILITY OF THE ARCHITECT AND/OR W 3 ( IN FEFT) BUILDER TO UTILIZE THESE MINIMUM ELEVATIONS TOWARD FINAL BUILDING LAYOUT AND 1 inch- 60 tL FOUNDATION DESIGN. FINAL POSITION OF LOT ACCESS TO BE DETERMINED DURING U (PRIOR TO REDUCTION) SITE PLAN REVIEW BY CITY PLANNING AND BUILDING DEPARTMENTS. Z a CD Q Z FINISHED GRADE 1 CONTOUR INTERVAL: 1FT O� N P 233E / sr N O �n b M r7 N z _ YWUZ —VoTme— {{� (2) 6-INC — -- pCponirrcLo lume 46 2 ft3 HDPE 0 IPE R'm tle tion 4977.2 tft 2 5=0. 0% 9ott levation: 4 75. / — D-4 (2) 6-INCH DIA — — I - HOPE OUTLET PIPE A 3 4 Avery e Volume 4669.64 ft �TIQN POND � _- — I I Riot Elevation : 4979.00 l Bottom Elevntlon: 4977 ft - , a d I LOT 102 D NTION P D J �rn � o - � LOT- 101 \ � Fi-e4. asao LOT5.596 LOT 95 �I LOT 94 r m 1 F-84.50 i o L T 103 / LOT 97 L_ 1 o LOT 100 LOT 98 D-, -- i �011 2 LOT 93 - I 2 ti 49 FF-sa.so .00 < LOT 104 LOT 99 Wow W�i�.0 N LOT 105 LOT 125 LOT 126 LOTS 92 FF-s6.50 5 / LOT 124 Z LOT 106 LOT 123 - 8 I I 498 ♦ OT 107 — LOT 127 LOT 91 FF-87.00 OT 1 98 : LOT 108 r LOT 121 / r LOT 128 LOT 90 FF-99.00 (EXST)RETENTION POND rD� ' II m a N a twz 0 = LOT 120 r / 1 LOT 109 "-g'60 / ao r LOT 129 LOT 89 FF-89.5a � Z ` 0 m ' N 2 0 W a (/l d m a d o NOTES TO ARCI-NTECT AND BUILDER: V 1. NOTED MINIMUM FINISHED FLOOR (FF) ELEVATIONS ARE INTENDED TO ILLUSTRATE (/) a D of GRAPHIC SCALE COVENANT COMPLIANCE AND TO SERVE AS A GUIDE FOR GENERAL DRAINAGE PURPOSES p ONLY. PLAN GRADING ASSUMES FINISHED GRADE TO BE FINISHED FLOOR ELEVATIONS. 1.5 FEET LOWER THAN NOTED Z Z C xw I CL 2. THIS PLAN DOES NOT INCORPORATE SPECIFIC BUILDING LAYOUTS, FOUNDATION (n v ( IN FEET) DESIGN OR ANALYSIS. IT SHALL BE THE RESPONSIBILITY OF THE ARCHITECT AND/OR BUILDER TO UTILIZE THESE MINIMUM ELEVATIONS TOWARD FINAL BUILDING LAYOUT AND 0 1 inch = 5° /t. FOUNDATION DESIGN. L4_I FINAL POSITION OF LOT ACCESS TO BE DETERMINED DURING (PRIOR TO REDUCTION) SITE PLAN REVIEW BY CITY PLANNING AND BUILDING DEPARTMENTS. U N Z O �G o uj FINISHED GRADEuj U CONTOUR INTERVAL: 1FT /94� PROJECT NO. \�V 2336-015,040.031 0 b SHFf NJMBEI M M N S —2 �o 1O?w� _ CONSTRUCTION IMPROVEMENTS FOR a CONS � www _ PHASE SUBDIVISION SOUTHEAST • SUNDANCE SPRINGS SU MPHA E <I 1/4, SECTION 30, TOWNSHIP 2 SOUTH, A TRACT OF LAND LOCATED IN NORTHWEST Q w '" SUNDANC RANGE 6 EAST, P.M.M., CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA SPRINGS Z SOUTH DIVISI SOUTH U DOWNER.SUNDANCE SPRINGS DEVELME OPNT.LLC. re L POTTER CLWTON DEVELOPMENT,ANC..ADMNISTPATTVE MEMBER 4135 VALLEY COMRMONS DR.SLATE A Tj - BOZEN .NL 59715 _., RECORD DRAWING VICINITY MAP PHASE 1 I 24 19 T2S ( 1 0 ... M. _— --- — r --- — T T\ I LOT lot T O+95 T 94 _ SITE LOCATION MAP LOT To B' , s'(°f LOT too LOT Be T.25 SCALE: 1" = 400 9 � LOT+a c(O \ (�O L0199 �n I`I LOT 1. (j .'� LOT 125 LOT 125 LOT B aT I 9c OP` LOT 124 LD 1 p0 T+xa LOT 107 Lm 127 LOT L. y/ \ LOTae moo L SHEET NO. DRAWING N0. TITLE 1m+oe LOT P ` LOT 1m ' / LOT 129 n LOT e9 1 Lm NOB � /-\�/ I„ GENERA 1 G-1 COVER SHEET r/ 1 2 G-2 GENERAL LEGEND ° Lo1 NIB / \\ LD7 UO LOT m Ito 1 Or ua 3 G-3 GENERAL ABBREVIATIONS AND NOTES I, / / LOT 134\\ LOT 137 1 Lot a LL Lon 31 LOT e \ SANITARY SEWER WATER & ROAD IMPROVEMENTS Lot 1. ROCKING REAR 4 S-1 SANITARY SEWER IMPROVEMENTS Loi+I� LOT 5 W-1 WATER IMPROVEMENTS I- oT lts l I l I 1 LOT l LOT 1a]1. 6 P-1 ROAD IMPROVEMENTS } I 1 Lm,]e \ 7 C-1 NASH CR. RE—ALIGNMENT r LOT a2 LOT / I_ LOT n Lm m LOT+10 ' l oT 1w � 6 C-2 NASH CR. RE-ALIGNMENT 1 I I LOT i.I \ 9 E-1 GRADING/DRAINAGE SHEET I LOT a1 I I V NOT u4 1 l LOT 139 (n 10 D-1 DETAIL SHEET I; °T"5 1 — L \ Q q LOT m41 1 OI e< / /i\ LAJ i{'I I 1 LOT zI LOT zz t✓C f �°T t LOT 20 I( oT \ LOT B LOT 20 \///1 L0T N LOT 35 l01 a7 LOT JB LOT 40 / 1 O 101. ``" ! , LOT 61 /LOT 1B .1♦1 LOT 62 7m] Lm n 1 Z l01?e O Al LOT'. - _. — — �� q$ Q\ W a Q 4. LOT 17 Lm L W LOT e4 fF m 2 0 LOT z\ \ �'4 LOT+o / Lot 2a 4 \ Q LOT v LOT es LOT 5�1 PT (n LOT 15 LOT eA / 1 i COMM LOT 2 oi _ Lo1+4 S V 1 D 1 LOT ss LOT ae 1 c toy e / Z LOT 12 LOT t] 1Orf \ LOT 1+ N \\ DTI LD11D UT EAST \ LDTS. � N 4 1 �MAIERSONLEA v m 2 \ �v LOT 5 i Ore w oQUALITY ASSURAN / \\ \\ P< LOT o LOT.4\ LOT a / B Q LOT 3 Pn LOT 5 ILO' oleo NBnago COMM lot t I I 1— LOT a LOT 4 \ 1 Z n Lot 4 LOT i6 \ /LOT 10 D�>:L,a�M N.Ba Br o1r<uBnO9.r [n a 11 I I LOT 7 LOT 47 1 LOT 4B 49 P Lot o b.er 11; I i Lot 5 LOT e t i 2336 Q Pver APDrowi = Propcl mom 9 ,I I RECOR D DRAWING AILEZIAL SYMf3ti1 `_� DOUBLE IN IN N[ i o - - GENERAL PIPING NOTE awe EXISTING PIPE (SCREENED) -- BOUNDARY AND/OR PROPERTY LINE I. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION - NEW PIPE � KNIFE GATE > er �.� CONCRETE POINTS.MINIMUM COVER SHALL BE 6'-0"UNLESS OTHERWISE �� BUTTERFLY ��so FENCI I INI SHOWN, EXISTING PIPE TO BE ABANDONED x x x x x EXISTING PIPE TO BE REMOVED °•r GLOBE x 2. SIZE Of FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND •^• BALI EAST IN ADJACENT STRAIGHT RUN OF PIPE.UNLESS OTHERWISE WELDED JOINT CMU PLAN INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE --19}-- VEt-HAIL _ THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. GROOVED END JOINT- FLEXIBLE SECTION LINE OR DEC LING --SEA! PORT 3,LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS f -�/1- ECCENTRIC PLUG W/REQURED r moo _ CENTERLINE (?) SHOWN IS ONLY APPROXIMATE.FINAL SUPPORT REQUREMENTS - GROOVED END JOINT- RIGID SEAT LOCATION CMU SECTION SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE -, - PLUG OR COCK DF DRINKING FOUNTAIN hm BT BURIED TELEPHONE ENGYNEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL -�-- FLANGED JOINT EEW EMERGENCY EYE WASH BE AS SPECIFIED. El MECHANICAL -��t- FULL PORT PLUG LAV KITCHEN SINK MECHANICAL JOINT --{b� NEEDLE LAy LAVATORY - - -_ - - ROAD (EDGE OF EXISTING PAVEMENT) 1.APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED DIAPHRAGM 41 $RO w METAL STUD WALL PLAN WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. � �- HUB&SPIGOT JOINT -ter SHOWER �-- - - -< EXISTING CULVERT (RUBBER GASKET PUSH ON) ---ts3- PINCH 51( SINK 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL SSH SAFETY SHOWER SINK BE PROVIDED WITH THRUST TIES,BLOCKS,OR ANCHORS,UNLESS (* BALL JOINT f� SWING(:HECK We SERVICE p HORIZONTAL/VERTICAL CONTROL POINT OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR -Rr- DOUBLE DISK CHECK OR WATER CLOSET -'.nV N STUD WALL PLAN TEST PRESSURES SPECIFIED. FLANGE COUPLING ADAPTER TN WATER HEATER AV-� 13 CHECK VS WASH STATION A CONTROL POINT FLEXIBLE COUPLING HOSE VALVE UR URINAL FIXTURE lflTNO 6.SYMBOLS. LEGENDS,AND PIPE USE HENDRAWING S, SHOWN COORDINATE POINT SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS,WHEREVER NON FREEZE HOSE VALVE VL VANITY CABINET N0.IN SPECIFICATIONS- o MASONRY VENEER + APPLICABLE. ALL OF THE VARIOUS APPLICATIONS ARE NOT n--f}:-L FLEXIBLE COUPLING WITH --0X X= NO. IN SPECS NECESSARILY USED IN THE PROJECT. -C � THRUST TIES NON FREEZE HOSE VALVE WITH HOSE RACK B B-1 BORING LOCATION AND NUMBER. SEE STEEL BELLOWS X= NO. IN SPECS SPECS FOR BORING LOGS, 7, THRUST BLOCKS ARE NOT GENERALLY SHOWN ON THE DRAWINGS. EXPANSION JOINT „ 32+00 ALL BURIED PIPING SPECIFIED TO BE PRESSURE TESTED,EXCEPT SO- SAMPLE «--- SURVEY HUB AND TACK WITH STATION WELDED,GROOVED END OR SCREWED PIPING.SHALL BE ELPANSIOR BELLOWS ® MUU GYPSUM WALL BOARD PROVIDED WITH THRUST PROTECTION PI ALL DIRECTION -�� EXPANSION JOINT P PNEUMATIC i PC,SII''D"111, 0 U.S. GOVERNMENT BOUNDARY MARKER. CHANGES,UNLESS OTHERWISE NOTED.SEE THRUST DETAILS AND ELBOW UP PRESSURE RELIEF FOUND C.O.F. BRASS CAP STAMPED W/N0. NOTES ON DRAWINGS. _ Q AIR AND/OR VACUUM RELEASE frPI9 pNEU MAIIC w F1. S BM 2 BENCHMARK LOCATION AND NUMBER OR B WHERE A GROOVED ENO COUPLING IS SHOWN,IT SHALL BE THE ELBOW DOWN RIGID INSULATION EASEMENT CORNER REBAR RIGID JOINT TYPE,UNLESS OTHERWISE SPECIFIED. WHERE A 14- Cam— REGULATED SIDE W� POINT OF INTERSECTION, SET 5(8"• 18" RANGED CQUPLING ADAPTOR IS SHOWN, A STANDARD FLANGE TEE UPCONTROL mow rn REBAR W/L.S. CAP STAMPED C-329" SHALL BE JOINED TO THE COUPLING ADAPTOR. — - — PRESSURE CON IROL © RECTRIC nP-3 PIEZOME7ER LOCATION AND NUMBER 9. VALVE BOXES REQUIRED FOR All VALVES IN A BURIED SERVICE w� MULTI-PORT VALVE I w� N GATT INSULATION TEE DOWN +Y (BALL VALVE 5HOWN.FOR OTHER VALVE - 7ri'ES. APPROPRIATE VAT VF SYMBOL SHOWN)) ELECTRIC w/POST iIONER X 1000 EXISTING GRADE 10. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY ARROWS INDICATE FLOW PATTERN. SEAT POR15 APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACILITATE _,— LATERAL UP ARE IMPLIED BY INDICATED FLOW PATTERN. ®1000 FINISH GRADE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. �r LSI_ HYDRAULIC PLYWOOD _ LATERAL DOWN --0o-- SOLENOID c ' 11. THE CONTRACTOR FOR THIS CONTRACT IS RESPONSIBLE FOR T `""� 42.6 ELEVATION ORIGINAL GROUND THE COORDINATING AND PERFORMING THE CONNECTION OF THE _ CONCENTRIC REDUCER I MANUAL PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS —yam _ yQ EDGE OF TREES. BRUSH CONTRACT TO BOTH THE EXISTING PIPING AND FACILITIES AND �.)-' r—ems=.h; .I: I' ! �,(� STEEL TO THE WORK OF OTHER CONTRACTORS, AS NOTED. yH ECCENTRIC REDUCER STRAINER - --+�� 4 SOLENOID 12" EXISTING TREE W/ APPROX. TRUNK DIAMETER 12 PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE _�!�_ UNION SIGHT GLASS THAT IS 10 CONNECT TO AN EXISTING PIPE OR STRUCTURE, - FLEXIBLF (ELASIOMFR)PIPE CONNECTION ~~ © BUSH THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR BLIND FLANGE ® WOOD, ROUGH CONTINUOUS STRUCTURE TO VERIFY ITS EXACT LOCATION. SIZE,MATERIAIS -- --- �I Q GAUGE NTH COCK AND INVERT ELEVATIONS- _ - _-0 PLUG NEW TREE AS SPECIFIED THERMOMETER O _ CAP v TTTT SIGN, ONE POST OR TWO POST WOOD, ROUGH NON-CONTINUOUS `+" ANCHOR Z ROTAMETER EXISTING MANHOLE "'�'�N�; ELBOW 90 DEGREE 1 A 1--' GALVANIC ANODE U HELL WOOD, FINISHED ® NEW MANHOLE �� CROSS �J - 16"RW %%IlI,, - AIR SET S SPIGOT XX= SUPPLY PRESSURE - PSIG F FLANGE gyp, EXISTING UTILITY OR TELEPHONE POLE i -4- gTTy p5 TYPICAL INSTRUMENT SYMBOL PIE PLAIN END NEW UTILITY OR TELEPHONE POLE `PIPE. USE FLOW STREAM IDENTIFICATION LEGEND,ON TEE Y6_1_2 (SEE I&C LEGEND) DWG.G-3. SEE PIPING SCHEDULE IN THE SPECIFICATIONS. � GE GROOVED END GROUND SURFACE / DITCH SHOWING DIRECTION OF FLOW NOMINAL PIPE DIAMETER �X ELBOW 45 DEGREE WATER BLOW OFF VALVE MJ MECHANICAL JOINT z .p{ PO PUSH-ON o a i �j` �� CREEK/RIVER W/DIRECTION OF FLOW I:+ 'TI -3i FIRE HYDRANT ACOUSTICAL TILE VET._rI - ��' .�'�� : LATERAL �� CATHODIC PROTECTION ZEST STATION F _ I ANODE M p.. �I��-F{� I PROTECTION J Y""""""""`"� _ _ ----c� CATHODIC Q o -1000- EXISTING CONTOUR XV EXAMPLE: #-- - F/] Q CONTROL VALVES: DR F'-11h'AI_ LLII (V,) �� NEW CONTOUR XCV DESIGNATION -� FILTER -- -- 1000 ALL. VALVES AS Q ACTIVE SHOWN ON P&IDs, �\ F I a� --��_ INACTIVE X=PROCESS VARIABLE NOTES Y C ,' FLOW DIRECTION 1. ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE rJJ INDICATES PAIR OF DOORS EXISTING STRUCTURE TO BE REMOVED • �VE SYMBOL LINE FITTINGS. FITTINGS NTH OTHER END PATTERNS ARE SHOWN PLAN VIEW SIMILARLY ON THE CONSTRUCTION DRAWINGS.ALSO SEE PIPING EL VI W SPECIFICATIONS. - _ O DOOR NUMBER EXISTING STRUCTURE MANUAL VALVES: 2.SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC 0 SLUICE � ONLY.REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END S;)F,_'.'`, WINDOW TYPE EXISTING A.C. PAVEMENT • CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS- 1 A24 DWG. NO. WINDOW 3.EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR O BUTTERFLY pS O DING.LEV OCCURS ON 400 PRESSURE sw�I CII C/] SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND NEW A.C. PAVEMENT • SIZE OF VALVE-J EQUIPMENT IS SHOWN HEAVY LINED- 10.' ROOM NUMBER VALVE DESIGNATIO Q FLAP T� HOSE RACK (TYPE AS INDICATED) VALVE TYPE, SEE 4. UNDERGROUND PIPING MAY BE SHOWN DASHED ON MECHANICAL A GRAVEL SURFACE • SPECIFICATIONS DRAWINGS. x SAFETY SHOWER AND EYEWASH TLpTI!I SHEAR SSH-% C% NOTE INDICATOR X = NO. IN SPECIFICATIONS ° CONCRETE WALK ` I)I FABRICATED SLIDE XCO X = F - FL ,U ACCESS HATCH IIWI D - I, o LIMITS OF TOPSOIL AND SEEDING • l,F�� iAI_ wl_!I�_ �- W - ILANw - V VEENNTCLEANOUI O INDICATE HINGE SIDE: SIDE WHERE LINES 1. STANDARD SYMBOLS AND ABBREVIATIONS ARE SHOWN ON ON MEET (RIGHT SIDE ON SYMBOL) STANDARD LEGEND SHEETS. THEREFORE. SOME SYMBOLS 3:1 EXISTING EMBANKMENT. OR ABBREVIATIONS SHOWN ON THE STANDARD LEGENDS HD-XY HUB DRAIN SLOPE AS NOTED • MAY NOT BE SHOWN ON THE PLANS. _�I V 1',!E L C T f I- -I�A.T I I')-' O X = NO IN SPECS n FIRE EXTINGUISHER Y - P WITH PRIMED THAT W WALL ON DRAWING WHERE SECTION U '%" NUMBER IN SPECS NEW EMBANKMENT OR CUT SLOPE. 3:1 SECTION (LETTER) OR f0-XY FLOOR DRAIN FEXT-"X" SLOPE AS NOTED " ) OR DETAIL IS TAKEN: ,cy DETAIL (NUMERAL) DRAWING NUMBER ® X = NO. IN SPECS DESIGNATION WHERE SHOWN Y - P WITH PRIMED TRAF vX:X HORIZONTAL DISTANCE VERTICAL DISTANCE X_% .Z7 ON DRAWING WHERE RIPRAP SECTION 0OD-X OVER[ _�•' - N C5 02 C=_I SHO,4TJ'. X = NO 'I DRANNG NUMBER RD-X ROOF DRAIN NOTES' (OR S"A ."VI'J!;-'� O X = NO. IN SPECti PROJECT 0 1. • SYMBOL USED ONLY WHERE REQUIRED FOR CLARITY. ®< 2. IN GENERAL, EXISTING STRUCTURES AND FACILITIES ARE .^3 SHEET L T N X NO. IN SPECS SHE a NOTED AS"EXISTING" AND ARE SHOWN IN LIGHT LINE AD XY =AREA DRAW WEIGHTS, OR AS SCREENED BACKGROUND. NEW STRUCT- Y - P WITH PRIMED IRA o DRIES ARE SHOWN IN HEAVY LINE WEIGHTS. STANDARD DETAIL NUMBER---Lxzxxx STANDARD DETAIL DESIGNATION Z l---J� SEE DRANNG D-I THIRD D-33 DRAWING N FND OF 'DRAWINGS �T G- N S moo w ami? w ABBREVIATIONS GENERAL NOTES a aJ�z o0 hUJU 06 WW O 1. All construction work on this project shall be completed in ' i<� 4B ANCHOR BOLT FB FLAT BAR, FACE BRICK pL PLATE, PROPERTY LINE accordance with Montana Public Works Standard Specifications, ABDN ABANDON FC FLEXIBLE COUPLING PLYWD PLYWOOD Fourth Edition, January, 1996 with May, 1997 C.O.B. ABV ABOVE FCA FLANGE COUPLING ADAPTER pMP PLANT MONITORING PANEL Modifications to MPW and Addendums NO.1 &NO.2 to C.O.B. Modifications dated February, 1998 & March, 2000 and these AC ASPHALTIC CONCRETE, ALTERNATING CURRENT FD FLOOR DRAIN PNL PANEL ADDL ADDITIONAL FDN FOUNDATION PRCST PRECAST Contract Documents. sQ J c ADJ ADJACENT, ADJUST FES FLARED END SECTION PREFAB PREFABRICATED wi�0 I 2. ADPTR ADAPTER FET FLARED END TERMINAL PRELIM PRELIMINARY The Contractor shall restore ❑II roadway surfaces to equal, or 6 1 better condition than existed prior to excavation and determined � 0 i � r AFF ABOVE FINISHED FLOOR F. EXT FIRE EXTINGUISHER PREP PREPARE, PREPARATION by Owner and the Engineer. AHR ANCHOR FF FINISHED FLOOR PROP PROPERTY ALUM ALUMINUM FG FINISH GRADE PRV PRESSURE REDUCING VALVE 3. The location, depth and size of existing utilities shown on these ALT ALTERNATE FHYD FIRE HYDRANT PS PRESSURE SWATCH, PIPE SUPPORT plans is approximate. The Contractor shall verify the existence, ANSI AMERICAN NATIONAL STANDARDS INSTITUTE FL FLOOR, FLOW PT POINT, POINT OF TANGENCY location, depth and size of the utilities prior to construction. APPROX APPROXIMATE FLEX FLEXIBLE PVC POLYVINYL CHLORIDE The Contractor shall be solely responsible for any damage to the existing facilities due to failure to locate or properly provide APVD APPROVED EEG FLANGE pVM7 PAVEMENT proper protection when location is known. ARCH ARCHITECTURE, ARCHITECTURAL FEE FLOW LINE RAD RADIUS ASPH ASPHALT FIN. FINISH RC REINFORCED CONCRETE AVG AVERAGE FLR FLOOR RCP REINFORCED-CONCRETE PIPE 4. A list of representatives to contact for information regarding ® AT FOC FACE OF CONCRETE RD ROAD, ROOF DRAIN facilities is as follows: 0 o BD BOARD FRP FIBERGLASS REINFORCED PLASTIC RDCR REDUCER s BFVLV BUTTERFLY VALVE FSTL FABRICATED STEEL REBAR REINFORCEMENT BAR Montana One Call System Dispatcher 1-800-424-5555 BETW BETWEEN FT FOOT, FEET REF REFERENCE Mont ono Power Co. Chuck Busto 582-4612 OF BOTTOM FACE FTG FOOTING, FITTING REINF REINFORCE US EST(i clu 1-B00-316-9644 BLDG BUILDING F TO F FACE TO FACE RELOC RELOCATE, RELOCATION US WEST(including Fiber Optics) 585-2350 BLK BLOCK GA GAGE. GAUGE REOD REQUIRED BLW BELOW GAL GALLON RST REINFORCING STEEL 5. All asphalt, concrete curbs and sidewalks shall be sow cut or HIM BEAM, BENCHMARK GALV GALVANIZED R/W RIGHT-OF-WAY neatly cut by method approved by the Engineer.. HOT BOTTOM GALVS GALVANIZED STEEL SAN SANITARY BRG BEARING GNO GROUND SCHED SCHEDULE 1° BRKT BRACKET GRTG GRATING SDWK SIDEWALK 6. Maintain 11' horizontal and 18" vertical separation between CHAN CHANNEL GSKT GASKET SECT SECTION water mains and all sanitary sewer mains. CHK CHECK GSP GALVANIZED STEEL PIPE SHT SHEET w W N a Cl CAST IRON GVL GRAVEL SIM SIMILAR 7. All valves shall be installed with thrust protection, in CIMJ CAST-IRON PIPE MECHANICAL JOINT GWA3 GYPSUM WALLBOARD SLP SLOPE accordance with C.O.B. modifications and C.O.B. detail 2718-1. T, CIP CAST-IRON PIPE FLANGED JOINT HAS HEADED ANCHOR STUD Sp SPACE. SPACED CIPC CAST-IN-PLACE CONCRETE HB HOSE BIB SPEC SPECIFICATION V s 8. All fire hydrants shall be installed in accordance with C.O.B. CIRC CIRCULAR HD HUB DRAIN SPC SPACING Z details 2718-3, 2718-4, and these plans. CJ CONSTRUCTION JOINT, CONTROL JOINT HDW HARDWARE SPRT SUPPORT > CD g S,� CL CENTER LINE HDR HEADER SQ SQUARE CLOT CEMENT LINED DUCTILE IRON HK HOOK SO FT SQUARE FOOT 9. All fittings including bends greater than 11-1/4 degrees, tees CLG CEILING HM HOLLOW METAL Sp IN SQUARE INCH and plugs shall be thrust protected in conformance with C.O.B. 11 0 CLR CLEAR, CLEARANCE HORIZ HORIZONTAL SST STAINLESS STEEL modifications and MPW detail 2713-1. w 9 ^ CMP CORRUGATED METAL PIPE HP HORSEPOWER SS SANITARY SEWER $ CMU CONCRETE MASONRY UNITS HR HOSE RACK, HOUR STA STATION CO CLEANOUT HT HEIGHT, HEAT TRACE 10- Dal m used is the USGS datum. Conversion to City of STD STANDARD Bozeman Datum=USGS-15.44' COB CITY OF BOZEMAN HV HOSE VALVE STIF STIFFENER �d COL COLUMN HVAC HEATING, VENTILATING, AND AIR CONDITIONING STL STEEL COMB COMBINATION HWY HIGHWAY STRUCT STRUCTURE 11. Sewer service stubs shall be in and be installed as shown on O CONC CONCRETE OR CONCENTRIC HYD HYDRANT SYM SYMMETRICAL these plans and extended 6 into lot. See C.0.8, STD. DWG. NO 02724-1. CONN CONNECT, CONNECTION ID INSIDE DIAMETER T&B TOP AND BOTTOM CONSTR CONSTRUCTION IF INSIDE FACE TO THRUST BLOCK 12. Water service stubs shall be 3/4" and t. installed as shown on CONT CONTINUE, CONTINUED, CONTINUOUS IN. INCH TBC TOP BACK OF CURB these pions and extended 6' into the lot. See C.O.B. STD. CONTR CONTRACTOR INFL INFLUENT TF TOP FACE DWG COORD COORDINATE INSTL INSTALL, INSTALLATION TEMP TEMPORARY, TEMPERATURE . N0. 02719-1 0 CORR CORRUGATED INSTR INSTRUMENT THK THICK CP CONTROL PANEL INSUL INSULATE o THRU THROUGH 13. The pipe grades shown are calculated from actual distances CPLG COUPLING INT INTERIOR T.O. TOP OF between invert in and invert out to illustrate actual slope. 0 4 C TO C CENTER TO CENTER INVT INVERT TOC TOP OF CONCRETE. 70P OF CURB Measurement and payment shall be per specification. (Center of o o m CTR CENTER JB JUNCTION BOX TST TOP OF STEEL manhole to center of manhole). u a CTSK COUNTERSINK JST JOIST TW TOP OF WALL CU CUBIC JT JOINT TYP TYPICAL CU FT CUBIC FEET L ANGLE UBC UNIFORM BUILDING CODE 14. The contractor shall place crushed stone base course, compacted to thickness specified, under all sidewalk. See CU IN CUBIC INCH LBS POUNDS UG UNDERGROUND C.O.B. STD. DING. C41 N0. 02729-11. V�JI CULV CULVERT LF LINEAR FEET ULT ULTIMATE �` F CU YD CUBIC YARD LNTL LINTEL UTIL UTILITY 15. The contractor shall adjust all valve boxes, curb boxes, D DRAIN LONG LONGITUDINAL V VALVE, VOLT monument boxes, and manholes to final grade upon completion C d PENNY(NAIL SIZE) LP LOCAL PANEL VB VALVE BOX of all construction. Any boxes or manholes damaged or DBA DEFORMED BAR ANCHOR LR LONG RADIUS VERT VERTICAL otherwise disturbed by the contractor, or any subcontractor, LVL LEVEL VOL VOLUME shall be repaired at the expense of the contractor. DBA DOUBLE O F DET DETAIL LVR LOUVER VRFY VERIFY O DI DUCTILE IRON, DRAIN INLET MATL MATERIAL VTR VENT THROUGH ROOF 16. All water main shall be laid with a minimum of 6.5' cover from z Z finished grade or insulated with extruded polystyrene. All water DIA DIAMETER MAX MAXIMUM W WIDTH DIAG DIAGONAL MB MACHINE BOLT WD WOOD main, including fittings and valve boxes, shall be wrapped with DIM DIMENSION MCC MOTOR CONTROL CENTER W/ WITH polyethylene encasements. H CACIMJ DUCTILE-IRON MECHANICAL JOINT MCP MOTOR CONTROL PANEL W/O WTHOU7 DIR DIRECTION MECH MECHANICAL WE WATERLINE 1 J M 17. All bockfill for utility trenches shall be Type "A", utilizing Type O DN DOWN MFD MANUFACTURED WIM WIRE MESH. WATER MAIN bedding unless directed otherwise by Engineer. DR DOOR MFR MANUFACTURE, MANUFACTURER WS WATERSTOP, WATER SURFACE DWG DRAWING MH MANHOLE WSTL WELDED STEEL, WROUGHT STEEL 1& Sidewalk, 5' wide x 4" thick, shall be constructed along all Cn EA EACH MIN MINIMUM WE WEIGHT streets unless otherwise shown on the plans. The back of walk EF EACH FACE, EXHAUST FAN MISC MISCELLANEOUS WTR WATER shall be 1' inside the R.O.W. CO EL, ELEV ELEVATION MJ MECHANICAL JOINT WV WATER VALVE NOT IN CONTRACT 0 ELB ELBOW NIC WWF WELDEO WARE FABRIC 19. For all elevations depicted less than four(4) whole digits, odd 0 ELEC ELECTRIC, ELECTRICAL NO NUMBER WWM WELDED WIRE MESH ENCL ENCLOSE NOM NOMINAL XFMR TRANSFORMER 4900 feet. ie. XXX.xx + 4900' (USGS Datum a ENGR ENGINEER NTS NOT TO SCALE YD YARD o. EP EDGE OF PAVEMENT OC ON CENTER W rn EQL EQUAL, EQUALLY OD OUTSIDE DIAMETER NOTE" EOL SP EQUALLY SPACED OF OUTSIDE FACE 1. FOR ABBREVIATIONS NOT LISTED, SEE "ABBREVIATIONS FOR z7-y EQUIP EQUIPMENT OHP OVERHEAD POWER USE ON DRAWINGS AND TEXT PUBLISHED BY THE 6 OPNG OPENING Q EQUIV EQUIVALENT AMERICAN NATIONAL STANDARDS INSTITUTE INC. (ANSI) ri P&ID PROCESS AND INSTRUMENTATION DIAGRAM EW EACH WAY OR CONTACT THE ENGINEER. N4 EXC EXCAVATE PC POINT OF CURVE C g EXH EXHAUST PCP PLANT CONTROL PANEL 2. THIS IS A STANDARD ABBREVIATION LIST. THEREFORE, NOT im EXP EXPANSION PE PLAIN END ALL ABBREVIATIONS ARE USED ON THE PLANS. EXP JT EXPANSION JOINT PEN PENETRATION a EXST EXISTING PERP PERPENDICULAR 3. ADDITIONAL ABBREVIATIONS FOR SPECIALIZED WORK DIVISIONS PRaecr No. a (INSTRUMENTATION AND CONTROL. ELECTRICAL, ETC.) ARE �V�VJ T1 I�VT�T 2336.016.040.0310 EXT EXTENSION, EXTERIOR PH PIPE HANGER `a F FLANGE PI PRESSURE INDICATOR, POINT OF INTERSECTION SHOWN ON OTHER LEGEND SHEETS, AS APPLICABLE. RECORD DRA WING\ V SHEEP NUMBER FAB FABRICATE PJF PREMOLDED JOINT FILLER 3 -)HAWING NUMBER r1 G-3 M SCALES: l_2 of 1"=50' H LRI I aWW 00 NOTE: CONTRACTOR SHALL HAVE 1"-5' V I I w2k. s� CITY OF BOZEMAN C.O.B., AT THE CONTRACTOR'S �2 LOT - _ EXPENSE. TELEVISE ALL SEWER OPEN SPACE MAIN UPON COMPLETION OF ALL LOT (PROP. IWORKNFRASTRUCTURE AND CORRECT DANY CKFlIL i 2 LOT ) NqSH DEFICIENCIES FOUND. 20' TRAIL E EASEMENT 8XSDR-35 PVC W/8" END CAP. - __ - .� I I ;S' z6 SLOPE-0.941X INSTALL SADDLES ON INV.=4987.27 EXISTING 8" SEWER & EXTEND 4" SERVICES Zy EXST. SSMH ,y40 LOT STA 1+76.67/+84.17 n JOINT SERVICE TRENCH DETAIL 6' BEYOND R W. a EXST. 0.62' ADJ STA 3+96.67/4+04.17 - - - _ RINGS 4 INSTALL SA {S ON D-1 SCALE N.T.S. EXISTING SEWER I & EXTEN 4" SERVICES I i 6' BEY DR OPEN -k; >R �e.° Sr W )NgSH Sp5TA 6+ .81/7+05.31/ I I I o SPACE - R"Ab GR STA 9+1 .14/9+24.64 .1 I 0 LOT eE INSTALL SON I I I NEW a" wER & PROPERTY OWNER # k y� 5 XTEND SERVICES LOT LOT ' \ LOT LOT LOT 6'BEYON R g 10 ASSOC. 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R~ REMOVE ON—SITE GRASSES AND w L STAKE IN PLACE AS DIRECTED 4664 466p / BY ENGINEER. Q' GRADE CONTROL 5 50. CREEC SETBACK A SELTgN-12'DEPTH _ALAA Of GF/,L'E CONTROL C 1 =50 H =5, V T ,�� 7 HASH—SPRING CRK RE—ALIGNM'T ' 5015 5015 wT iwwsmoN an ]:1 2:1 } W p i a u a 5010 5010 CONIODR REFRFfKE ElE0 LAN ROW CNWNEL EUN.ELEV. E— d 5005 5005 W F c/L Low now z' CIMNNEL PER PLMI- �I^ O SFE PROFlIE � FGi p!DETAx O F 5000 5000 I` 4 A c W zW o , t TYPICAL RIFFLE-POOL (PLAN) 7 4995 4995 SCALE: 1"=4' PRIOR TO REDUCTION Q F C � W o Cn R u 4990 4990 T RBRF sEcrx>N Pool sEawN -- - Z Q a ;2 ol z _ 0-10 M BASE FLOW w ° 'DEPTH �W� X 1.] DEPTH-Appgpx.0.7' o, 4985CHAW 4985it sEL° no"C01+T2R'°L W v �T a Wi U ROW OW z a n z c) 4980 4980 z as' W a ' V PROJECT N0. 4975 4975 �w 2336.016.040.031 N gj a0 I, N a N ID Go n N y N SHEET NUMBER tD N C� V N) N N N 01 Fwlww) Ch m� o mo mo rno mw OD 3 TYPICAL RIFFLE—POOL (PROFILE) e j a s COO, a s a s a s a s COO, a s a s ScALE: 1"=4' DRAWING NUMBE PRIOR TO REDUCTION 14+00 15+00 16+00 17+00 18+00 C-2 w30 mo rmzz U 3. I�z WO TYP. EXST 5' ✓ " ,, a33iv) CONTOUR ESTIMATED 100 YR. z FLOODPLAIN (PENDING E FEMA APPROVAL) CITY OF BOZEMAN • • `` — \ OPEN SPACE ---- / LOT LOT 1 (P~` �r-so0z oo 7 • Rom)HAS r --- wyN_-_—.... � --F�c\002-00 CREEK' - LOT _._ l - • ~� - 41 M. f \ wN� / �•\ 1 4 5003.00 r LOT T— �• ~ • l' v, \ 'l •/ \\ OPEN ° 5 — — LOT ._- `` - F-500400 \ 9T 9 '\ LOT O W `_l ♦ pro \SPACE LOT /L L_go0e00 � / EXISITING j f 6 LOT 8 \ 10 PRQPER OW 1 DETENTION / 4 °;,� 0ja \ rv-sooa.s0] v-so coo \ ASSOC, EN S AC (I'� ~ \ POND I -som.s0 ` O Q I � 1 I ° Lo\ Q " — ---- - r . ° SUN DRIVE _ _ MORNING - ° o 0 r \ i ~ ° R m 6 O ° 1 r LOT 0T OP N LOT LO ti o 65 66 P�AE 50 61 R a LOT � aC t - Q r W Z x � x 0 z 0 NOTES TO ARCHITECT AND BUILDER: 0n n NOTED MINIMUM COVENANT COMPLIANCE ANDFINISHED FLOOR LSfi SERVE AS AL GUIDED FOR NS RGENERAL D ILLUSTRATEED TO DRAINAGE PURPOSES z GRAPHIC SCALE ONLY. PLAN GRADING ASSUMES FINISHED GRADE TO BE 1.5 FEET LOWER THAN NOTED an FINISHED FLOOR ELEVATIONS. rn 2. THIS PLAN DOES NOT INCORPORATE SPECIFIC BUILDING LAYOUTS, FOUNDATION DESIGN OR ANALYSIS. IT SHALL BE THE RESPONSIBILITY OF THE ARCHITECT AND/OR W ( IN FEET) BUILDER TO UTILIZE THESE MINIMUM ELEVATIONS TOWARD FINAL BUILDING LAYOUT AND I inch= Bo tL FOUNDATION DESIGN. FINAL POSITION OF LOT ACCESS TO BE DETERMINED DURING ^ �. o (PRIOR TO REDUCTION SITE PLAN REVIEW BY CITY PLANNING AND BUILDING DEPARTMENTS. f 1 Q .o z W z FINISHED GRADE g CONTOUR INTERVAL: 1 FT O Q o w M T 3 mz; - R FJ W - y 34' ► zJo r a 33 ---- - (1VEk-AY w� - wo 29 - 5 SIDEWALK dW4R - -- 21' 'a33%y' 21 1 PITCH BOTTOM ? a D'.TC:H 87Til�TM 3 ,Q wpm U� 15-5' -- IS PIT RUN ► --- 14 14 3" ASPHALT (EX T.) 1.0' TYP- DRIVEWAY CRUCHLD STD. 5-Fi i t:l _ 112 IN IH SIDF WALK '�1 1L ► 7:1 GEOTEXTILE DRIVINGI oI,RFAC E 2 INUS BASE 1VP. 2,1 21 CRISHED RAVEL DRIVING SURFACE AS SPEC'D- 2% 2% 2% 3:1 3:1 27 29 + l 5 3It 3- UACK ;LOPL BACK SLOPE PT RUN VARIFS VARIES PIT RUN m SUBGRADE 18" CIVIL, w/F.E.S.—� SUBGRADE o 3" ASPHALTIC CONCRETE GRADE B. COMPACTED TO 97% MARSHAII ON 3" OF +-1/2-INCH MINUS TYPE A CRUSHED BASE COURSE CTJMPAC;fED TO 95% RELA(IVE COMPACTION ON 18" OF B-INCH MINUS PIT RUN COMPACTED TO 95% RELATIVE COMPACTION ON GEOTEXTILE FABRIC AS LATIVE - SUBGRADE. TOP 6" SCARIFIED AND CUMPAC EJ 20' CRUSHED GRAVEL- 10 95% RELATIVE COMPACTION. (COMPACT.TION BASED UPON AASHTU T q9; F.F.S. 18• ASPHALT ALL GRADING WITHIN THE RIGHT CF WAYS SHALE BE COMPIFTFII A` PART _ -- - - - - - - OF THE R)AD :i NSIRHCT�ON INf-;UDING THE GRADING DH AI. 1.1(4A-KS. -.... w 28' - 18 rcurcrc` wvTow a z wUNd N - --1 4''----- --------'-- �VEKLA, WIT, 4.,f,A.T ► 2% 3"EXST. PAVEMENT 3"ASPHALT 1 3"FXST PAVEMENT \. 3" ASPHAL T 1 0 o 00°O 0 n nO O O O 00 00 000 F.. N'-'-I '.'.P.I_'.S �. _- J 00 00 003.1 V? INaI MlviTs_east 00° O O +" 1-112-INCH MINUS BASE SAWcuT EXIT ASPHALT 00 000 0-0 O U OHO O 00 00 O O -SAWCUT EX._- 0000000 00000 00000000000000 0 01 - 00 OV vv 00OO QQ Y Is.! 0Q 00 00 0 000000 0 0 0 °0 0 0 0 o O° 0 0° W O 0 0 O 0 0 O u <a O` ° ° O 0 Q 0 °O O 0 °0 O c ao "�- 00 OQOO o ° O ° °0 Q 0 00 o 0 ° —T °n p 0 t�, Q } O ° MPA "A"BAC.KFII. /� ° ° � Z O O COMPACTED IN 2'Llf IS�J ° O � Q 0 o 0Q ( °°v0 0° ,Qo 0° ° w z ° O o Q°0°O o o°O o 0 0 0 00 ° 0 °0 00 00 0 0 0 ° o ° 0 0 01 p v) O 12' 12' 3' 3' 12' 12' Q J 0 0 c 4 oIA ° `Oo 000 0 °°0 0 0Q° ° ° o 00o Q z PVC SCH 40 O ° ° O o° Q. 0 0 ° Q0 O oc. a� V1 a o SEWER SERVICE - 0 0 0 ° 0 °i o 0 0 000 0 0 0 o nL „La✓ II��11 w 0 0 TRANSITION ASP[+TIT U o 00 00 0 q 0 0°° o� o TO MATCH a 0 O 0 0 0 0o O ° 1 F III ,;I „T � 00 0 00 �° 0 � 0 o w 0 O O O O O' O Q° O O ° _ 3"EXS- PAVEMENT 3..NT� _ ` , y O 0=0 00 O O 00 O O O O 0 0° 0° O O o 0 oQ o0 0Q)O Oo 0 0 0 0 ° O o oQoo O°O o � SAWCUT rXST_ASPHALT p TYPE i a WA�HF- Rf',=K PROJECT I -- - - -- - - l 2331.016.-0 SHEET NUM 0 n N DRAWING NU D-1