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HomeMy WebLinkAboutDixon & Company Condominiums LEGEND �a MARK A. d x 100,00 EXISTING/PROPOSED SPOT ELEVATION N �+' CHANDLER > © EXISTING POWER BOX , No. 951BES TO EXISTING TELEPHONE BOX X �yv� 1fc/STtQ��� E❑ EXISTING ELECTRIC BOX F' INEER � ® EXISTING SANITARY SEWER MANHOLE y}o`�., EXISTING SANITARY SEWER CLEANOUT Sheet 1 of 2 O m m o EXISTING FIRE HYDRANT � EXISTING WATER VALVE I 5 ® EXISTING CURB STOP Scale In Feet m m CONSTRUCT RESIDENTIAL c § EXISTING POWER POLE 20 0 20 DRIVEWAY DR WING NO. PER cob STD. DRAWING N0. 02529-11 n EXISTING LIGHT POLE 6 0 6 (TYP. 2 PLACES) I 0 (nm � ® PROPOSED SANITARY SEWER MANHOLE Scale In Meters PROPOSED WATER VALVE Contour Internals: 1 Foot Ex. sroRMl SEWER INLET E o g ® PROPOSED CURB STOP (NOT FI LD LOCATED) Equestrian Lane cP Aso 0) m PROPOSED FIRE HYDRANT - NAII �mm C STUB PROPERTY BOUNDARY LINE x c #1 0.�Pvc u6 Ex. s'wloE coNc.SIDEWALK — — —SURROUNDING PROPERTY LINE �- 2" CURB TRANSITIOL Zr C d SETBACK LINE ELEV=47n.s4' 47t 1.o 47tos2 a712. 061. — — — — — — — — W EASEMENT LINE - x x EXISTING FENCE PEDE57RlAN X-ING IGN y _ '� — ———— — --————————i L- DIAMETER MANHOLES 8 STORM SEWER56NLET (13.02) (13.02) (1�D2% - 8 < h ONE EXISTING OVERHEAD ELECTRIC LINE sT sr sT sr sT 8'WIDE 'EC=STAL 41 2 a - Ate, UNITS A- E(NORTH) - `I uGE EXISTING UNDERGROUND ELECTRIC LINE IRRIGATION EA EVENT GAS EXISTING GAS LINE o (14.02) L T 6 OCT EXISTING UNDERGROUND PHONE LINE 0.3�ACRES oHT EXISTING OVERHEAD PHONE LINE I ('ARAGF GA" GARAGE W EXISTING WATER MAIN/SERVICE w uwr 8---- z UNIT E PUBLIC PARK 3 s n ss EXISTING SANITARY SEWER MAIN/SERVICE w (1as2) IL!1a (127) 4�1��`,I r�I sT EXISTING STORM MAIN/SERVICE 3 471 73 ) 24 B/B 11 = W W (zos� PROPOSED WATER MAIN/SERVICE D [T] ss PROPOSED SANITARY SEWER MAIN/SERVICE W _-._ 1 {� s' REAR YARD F - hA MENT PER PLAT EX. 8"WATER MAIN STUB E BENCHMARK ° i 7 z a �I AE AL REDPVC �B� SW gNi 8"W (087, (0.87) 8`(l `.U_LE PEDESTAL C&H CP. 50, TOP OF NAIL PROPERTY BounoARr o ELEVATION = 4710.16 FEET(NAND 88 FROM NGS Ex. MAN o4 MH-t Ex. sroR' SEWER INLET 30'wIDE 1 PROP S RIM ELEV. 4714.18' 8 SS 6" CONC ETE PATIO OPUS SOLUTION) FL E ELEV 4701.15' o PUBLIC WATER 1 O EX.8"SAN. SEWER STUB MAIN SEWER MAIN EASEMENT U LEGAL DESCRIPTION /471,.53 — _ - PER SETBACK rca7)— — � — — — — — — — — rt (PER LAr) LOT 5 AND LOT 6, BLOCK 2, BAXTER MEADOWS SUBDIVISION P.U.D. PHASE 1, LOCATED IN _ SW 1/4, SEC. 34, T. 1 S., R. 5 E. OF P.M.M., 1 _ 6' REAR YARD CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA 5 f �1 EA EVENT PER PLo.- DEC' SPECIFICATIONS a LGHTPOLEs `� 1 I w Y_ (t aco) I ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY INCORPORATED BY REFERENCE: GARAGE GARAGE QAPACE cARACE GARAGE UNIT A UNIT B LOT 5 _lIT C .,NI: .IT E 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SIXTH EDITION (APRIL 2010) 0.34 ACRES 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUM NO. 1 (AUG 2013) 9! I E (15-50) TOP oF1wnLD OQi UNITS A E(SOUTH) GENERAL NOTES L—_ L—_ — L—— - - CO C. 4714 CCNC. 0 C. 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE 56, PA to PAno PAT O A to 471 .5 70.0' WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN w (1ssO 7-t so (1s.so) 1 (ta.o) 14p) ENGINEERING DEPARTMENT. PRo.3' coNc-10' W sI WIDE N2 DE SIDEWALK EASEMENT CP 03 2. PRIOR TO THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT TO THE t3 s/ REBA G V=4714.50' EJV I4711.87'-JORT"I — — — — - -4 MAGNAIL ✓� =ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS, SPECIFICATION SHEETS, ETC. FOR ELE ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE STREAM sErencK MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE (PER PLAT) ENGINEER. LOT 4 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING 0.44 ACRES 11 OF CONSTRUCTION. I I O 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. 1 OVERALL SITE 0 j 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA C1.0 SCALE:1"=20' REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. 7. PROPOSED GAS, ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE. FINAL SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. W DRAWING LIST O TO 0 C1.0 - COVER SHEET C) C2.0 - SANITARY SEWER AND WATER PLAN AND PROFILE PROJECT AKIM.E�WI KE ST. gg�gg� y LEI M,LN'A I LU s a Issue Date:07/14/2015 BUILT a g AS E /18/201 c1mo 2 VICINITY MAP 11 C1.O SCALE:NTS #13869 Frame and cover to be either D&L A-1172 ring with A-1178 cover, EJIW 3771/3772 series,or approved equal. {} {} Equestrian Lane Equestrian Lane r7* Covers shall have two 1"pick holes. �a MARK A. L CHANDLER la No. 951BES O_�PVC UB--------- Ex_ 5 WIDE CONC_SIDFWAIcl� ��PVC UB EX_5' WIDE CONC_SlohwAl Adjustable dogs, NOTE:All joints between manhole sections, manhole ring& ��9 �FGISTEQEO O ��X%% 2' , 12'max. top section,and around sewer pipe into manhole shall be !E. �mXF� 4711,0 4710.52 4711 0 47105 .M watertight.Jointing material shall be "Rom-Nek'or equal /VEER P+" 't for all joints except between sewer pipe and manhole wall. PEDESTRIAN X-ING lGN - - -- PEDESTRIAN X-ING - EX.STORM SEWER INLET (1302) 13.02) (13.2) -EX. STORM SEWER INLET (13.02) 13.02) (13 2) 5" Sheet z Of 2 5" IT ST ST ST ST IRRIGATION WIDE IT ST 51 - LT 8'WIDE '� a - UNITS A-E(NORTH) w - UNITS A-E(NORTH) 4'-0" , IRRIGATION EA EMENT INSTALL FIRE HYDRANT PER IRRIGATION EA EMENT '\ i,` Precast reinforced concrete manhole riser D m o � - -- COB STD DWG NO.02660-4 - - -- - and eccentric cone top manufactured in P (14.02) L T 6 (14.02) - }V, STA 0+04.14(7.34 L) L}V,T 6 Mahole steps at �.i accordance with ASTM designation C-478. ED N m 0.34 ACRES GL=4713.10 0.34 ACRES 16"centers C INSTALL LF OF 6"DIP z r HYDRANT LEAD PIPE _ 2 NEW HYDRANT ARROW BOLT - Grout invert to spnngline j o 10 LF OF 1.5' WATER SERVICE •.q' f 'f between w ( )( ) ( )( ) ( ) ( w ELEV=4715.39(NAND 88) __ ° pipe gap (n m 13.52 14.)2 13.52 14.2 13. 2 14. '14. 2) (13.52)(14_2) (13. Pipe and channel is 471 .73 ¢ `� - greater than 1/8". 3 3 B STA 0+04.1 0.0'R CURB STOP p` Pn-met dmnN 0+10.87 0+08.72 STA 0+14.1 m m m @ STA-0+00.9 C Mwlfrro (19.68•L)_ A 10.12'L) 0.0'R Ex. a"WATER MAw STUB T _ LF OF 6"PVC - SEW SERVIQE s .':.•'..' Top of pipe N r4 u 47 - :.:'..::>.rf'• t may not [ _ 8„WB� * Variable �.T g'_0^ C, ..,..v,).,: extend past 0)m t min. inside wall of C E PROPERTY�BOUNDARY I PROPERN•BOUNDARY '8 a shelf-elope 1'per i manhole. If W EX. MAN OLE MH-1 EX. STORM SEWER INLET EX. MAN OLE MH-1 EX. STORM SEa; Eau toward channel.See ' RIM ELEV 4714.18' 8 SS 8'' 30'VIDE RIM ELEV. 4714.18' 8 SS 30'WIDE channel tlefa 1. �( necessary top - PUBLIC.WATER 58g•r,A PUBLIC WATER 5gg•e�g w`o sa Flexible gasketed joint(typical half of pipe FL E ELEV 4701.15' FL E ELEV 4701.15' I for c t bases -see detail may be 8 ZI AND SEEW'ME�R �.D ANDS R �.« pre as ) y e rn SAN. SEWER STUB MAIN EASQMENT 194 EX. 8"SAN, SEWER STUB MAIN EAS MENf 194• trimmed off 471 53 - a _ A smooth. 111 O `W4J4JGII Channel = die. of 23 LF OF PVO „SSMH 1 pipe STA 0+19. 0.00 SAN.SEWER CE RIM:4713.14 � 32 LF OF 1.5 WATER SERVICE • 0+15.08 FL OUT(W):4701.44 ' z ( i- ..,. :...'.. ......z..,... v� C RB STO nr (22'47 R) 32.04' A Precast or poured-•n-place base. I D.E I-- \' bars - 1-0 c-c Poured-in-place base, minimum � LJGHTPOLES concrete thickness below pipe 's _HTPOLES EJ 50) (14.5o) 'x syn - -- '-4"d'a. 8 inches. Precast base, mnimum1 .00) r14_oo) (14_00) thckness is 6 inches.All bases N N3 re'nfarced as shown.LOTI5 LOT5C5 1 0.34 ACRES0.34 ACRES 0 (rasa) Rdias of U L E(SOUTH) L E(SOUTH) mL -. Slops at l"perUN4714 Channel to full 471 .5 471 5 ipa depth rb (1a5o1 5.50 (15.So) (1a50 - 5.50 (15.50) .> NOTE:Storm drain manholes shall 7t Iyllnj 71 - not have formed channels and the N PRO. 3 C( w I N PRO. 3'CC Ay Dia.of ''''.,:.,s•;;`::y;: lowest pipe invert shall . 9"higher rLl ewer than bottom of manhole. Scale In Feet Scale In Feet .�•••' 20 0 20 20 0 20EiMPnimil 'r'"� �•t' �/] 0 6 0 6 ,9g 6 0 6 SECTION A-A Scale In dieters o Scale In Meters Contour Internals: 1 Foot 4" o.°� Contour Internals: 1 Foot CITY OF BOZEMAN SCALE: SANITARY SEWER AND NO. 02720-3 ° STANDARD DRAWING NONE STORM DRAIN MANHOLE DEC. 2003 471 715 0 Rev. Feb 2013 PROPOSED GRADE NOTE: SANITARY SEWER MANHOLES TO BE CONSTRUCTRUCTED PER COB STANDARD DRAWING NO. 02720-3 o• o° EXISTING GRADE \� °n���°e`t•o'° 471 715 SANITARY SEWER MANHOLE DETAIL G SCALE:NTS e o PRO OSED GRADE O. 0 a' OpT° 471 4710 EXISTING GRADE oxd° S0 OSEWER NOTES: TT �`J INSTALL 6"SANITARY SEWER SERVICES v O PER COB STD WG NO.02730-2. 4710 4710 RESTRAIN ALL JOINTS WITHIN MAINTAIN 5' Mill.COVER OVER MAINS SPECIFIED LENGTH FROM FITTING AND SERVICES WATER NOTES: FITTING LENGTH (FT) NOTE CUT EXISTING 8"WATER STUB TO INSTALL 13 LF OF 8"CLASS 51 DIP WATER MAIN 90 BEND 16 PROPERTY LINE AND CONNECT W/ <90 BEND 7 NEW 8"GATE VALVE,VALVE BOX USE JOINT RESTRAI AT ALL REDUCERS,TEES, BENDS AND AND T-BLOCK.CONTRACTOR TO VALVES AS SPECIFI D 470 705 VERIFY LOCATION A ELEVATION. 8X6 TEE 21 (BRANCH) PROPOSED 8" INSTALL 1.5"SERVI ES PER COB STD DWG N0.02660-6 WATER MAIN MAINTAIN 6.5'MIN.COVER OVER MAINS AND SERVICES Z CAP/PLUG 27 EXISTING 8"SAN. 8" VALVE 16 O O SEWER STUB 4705 SET 0 BELOW 705 CONNEE CTION0N POINT INT ELEV ION CONNECT TO EXIST 8"SAN. HIGH POINT-AIR RELIEF 4 JOINT RESTRAINT TABLE SEWER STUB.CONTRA TOR TO THROUGH HYDRANT VERIFY LOCATION AND ELEVATION. CP.O SCALE:1"=50' A FL EUEV=4701.37 18'of 8"PVC 0-0.40% 470 700 470 702 J J N C2 C9 I* 0(D a 0+00 0+50 0+00 0+50 Issue Date:07/14/2015 ON SITE SEWER ON SITE WATER AS - BUILT � SANITARY SEWER PLAN AND PROFILE r2 WATER PLAN AND PROFILE 05/18/2015 CIO C2.0 SCALE:1"=20' C2A SCALE:1"=21Y #13869