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Home My WebLink AboutCapstone Condos Capstone Condos ' 'F Infrastructure Improvements PROJEC ARE PfB 4 IbS'A, k LOT 5&6 OF BLOCK 21,CATTAIL CREEK SUBDIVISION PHASE 3 + LOCATED IN THE NW 1/4 OF SECTION 35,T 1 S,R 5 E.P.M.M. CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA LEGEND „nrt +�: GENERAL NOTES CONCRETE 1. All construction work on this project shall be completed in accordance with Montano Public Works Standard \•.t Specifications, Fifth Edition, March, 2003 MPWSS and City of Bozeman Modifications to the Montano Public Works Standard Specifications. 6" MINUS SUB—BASE ��. - } ,•=E 2. The Contractor sholl restore all roadway surfaces to equal or better condition than existed prior to excavation, as determined by Owner and the Engineer. 3. The location, depth and size of existing utilities shown on these plans is approximate. The Contractor shall field p g p PP 1 1/2• MINUS CRUSHED GRAVEL {-`-- _ --- _ verify the existence, location, depth, size, line and grade of existing utilities connections prior to construction. The — Contractor shall be solely responsible for any damage to the existing facilities due to foilure to locale or provide I4►. proper protection when location is known. Ik•I_ feg .' 4. The contractor shall adjust all valve boxes, curb boxes, and manholes to final grade upon completion of all GROUND SURFACE L,( aeeu construction. Any boxes or manholes damaged or otherwise disturbed by the contractor or any subcontractor shall J'r^`' I• V' I be repaired at the expense of the contractor. This work shall be incidental to the project, separate payment will not P P Pr !e P P Yrn be made. CHIP OVERHEAD POWER +zx+r- +ix.• .ly 4 ---- 5. The contractor shall notify One Call 01-800-424-5555 for onsile utility location. All existing utilities shall be EXW EXISTING WATER I- I marked before digging. EXS EXISTING SEWER i 1 }3 ~I h 6. The contractor shall maintain service of all existing utilities. If said service is damaged, the contractor shall W PROPOSED WATER I immediately repair the damage at the contractor's expense. SS PROPOSED SEWER ++e* ij}i1� �1,F p 7. The Contractor shall notify the Water Department a minimum of 24 hours prior to beginning any work. SD PROPOSED STORM SEWER i I I f B. All existing or new volves which control the COB•s water supply shall be operated by COB personnel only. •, G GAS LINE 9. Contractor shall field verify line and grade of existing connections. TELE BURIED TELEPHONE 10. Contractor to preserve all existing survey monuments. Any survey monument disturbed or destroyed with out F/0 BURIED FIBER OPTIC VICINITY MAP Engineers approval to be replaced at contractors expense — — ® 11. Contractor shall stock pile topsoil at location designated by owner. BOUNDARY AND/OR PROPERTY LINE ITN NO SCALE 12. Contractor may waste excess material of location designated by owner or haul material off site x—x FENCE LINE 13. The pipe grades shown are calculated from actual distances, edge of manhole to edge of manhole (displayed ——— EASEMENT LINE LF-4'). The displayed pipe LF is for estimating pipe pay quantities, center of manhole to center of manhole. SECTION LINE OR DLC LINE 14. City of Bozeman shall make all live taps to water main. Contractor is responsible for all fees associated with said work. _ CENTERLINE CONTOUR CAP cv — GATE ABBREVIATIONS O FOUND SURVEY MONUMENT _ o SURVEY CONTROL POINT ALUM ALUMINUM OHP OVERHEAD POWER FOUND SURVEY MONUMENT BOX APVD APPROVED PC POINT OF CURVE —PROJECT DATUM BASED OFF FIRE HYDRANT LOCATED AT SW CORNER OF PROPERTY ELEVATION = 4651.27 ARROW ASPH ASPHALT PL PLATE. PROPERTY LINE BOLT, O FOUND MONUMENT BOX AVC AVERAGE PROP PROPERTY PT POINT, POINT OF TANGENCY 0 HORIZONTAL/VERTICAL CONTROL POINT O AT PVC POLYVINYL CHLORIDE A CONTROL POINT BM BEAM, BENCHMARK PVMT PAVEMENT I COORDINATE POINT ER CL CENT LINE CMP CORRUGATED METAL PIPE RED RADIUS fd, W OFF VALVE CO CLEANOUT REF REFERENCE READ REQUIRED QUANTITY SCHEDULE FIRE HYDRANT COB CITY OF BOZEMAN RT RIGHT CULV CULVERT ITEM DESCRIPTION ESTIMATED UNIT R/W RIGHT—OF—WAY No. QUANTITY SIGN, ONE POST OR TWO POST DIA DIAMETER STA STATION 101 SAW CUT EXISTING ASPHALT 113 LF DIP DUCTILE IRON PIPE SS SANITARY SEWER 102 REMOVE ASPHALT 641 SF O EXISTING LIGHT POLE DWG DRAWING STD STANDARD 103 SAW CUT AND REMOVE EXISTING CURB 44 LF EP EDGE OF PAVEMENT T&B TOP AND BOTTOM AND GUTTER MANHOLE FG FINISH GRADE TB THRUST BLOCK TR T ® FL FLOW LINE 105 HOT PLANT MIX ASPHALT CONCRETE GND GROUND TBC TOP BACK OF CURB RESTORATION 641 SF TF TOP FACE '-0-, EXISTING UTILITY OR TELEPHONE POLE HORIZ HORIZONTAL 106 CONNECTION TO EXISTING WATER MAIN 1 LS HYD HYDRANT TEMP TEMPORARY, TEMPERATURE 107 8—INCH WATER MAIN 247 LF 'L NEW UTILITY OR TELEPHONE POLE ID INSIDE DIAMETER TOC TOP OF CONCRETE, TOP OF CURB INSUL INSULATE TYP TYPICAL 108 1 1 2 INCH WATER SERVICE 2 EA LF LINEAR FEET UG UNDERGROUND 109 8X8X8 TEE 1 EA LT LEFT UTIL UTILITY 110 8 INCH END CAP 1 EA 44 71 SPOT ELEVATION MAX MAXIMUM VB VALVE BOX 111 I CH GA VALVE 2 EA MH MANHOLE VERT VERTICAL 112 FIRE HYDRANT ASSEMBLIES W1 8X6X8 TEE 2 EA MIN MINIMUM W/ WITH 113 4 INCH SEWER SERVICE 3 EA SNOW STORAGE LOCATION MJ MECHANICAL JOINT W/0 WITHOUT 114 CONNECT TO EXISTING STORM DRAIN MAIN 1 LS MPWSS MONTANA PUBLIC WORKS WL WATERLINE 115 SQUARE STORM DRAIN INLET 1 EA STANDARD SPECIFICATIONS WTR WATER 116 STORM DRAIN MANHOLE 1 EA 117 12 INCH PVC C-900 STORM DRAIN 114 LF NTS NOT TO SCALE WV WATER VALVE OC ON CENTER YD YARD OD OUTSIDE DIAMETER RECORD DRAWINGS VERIFY SCALE' REVISIONS ,,�b11Yd�: DRAWN BY: NJH 4163.001 THESE PRINrs MAr BE ER NO DESCRIPTION DATE BY PROJECT NUMB REDUCED.NTS BELOWWY BE - Er 901 Technology Blvd �St '� HK'D BY JAU CAPSTONE CONDOS MEASURES LIN INCH ON 1 AS-BUILT DRAWINGS 01M7 BJH '9i^�� Bozeman.MT 59718 J MORRISON Nl SHEET NUMBER ORIGINAL DRAWING LLMAN W' s,,,�� E �: APPR BY JAU BOZEMAN MT 1 _ _ Screntisfs =; DATE. 01/04/07 DRAWING NUMBER MAIERLE INC. �,aa�ers Phone 141761587-0721 %ram 10539 PE MODIFY SCALE ACCORDM(:LY, f Fax.(406)587-1176 a Ci3 OA-REVIEW COVER SHEET An Fa p/.lyre•-0.n 1('o q,u, 7 I c N5E��` BY C V R N W 163\0011NCAD\Sheets-As Buift\CAPSTONE CONDOS-El-AB dwg Plotted by bhammerquist on Jun/4/2D07 R,,�„�.zao 'II,QNAL�,,. DATE NOTES: 1. INSTALL INSULATION OVER ALL WATER OR SEWER SERVICE LINES WITH LESS THAN 7.5' OR 6.5' COVER, RESPECTIVELY, TO FINISHED GRADE OR CULVERT. 2. INSTALL INSULATION IN TWO 2"-THICK LAYERS. ROTATE ORIENTATION OR STAGGER JOINTS TO PROVIDE 2' MIN. OVERLAP BETWEEN JOINTS. 3. INSULATION BOARD SHALL BE 2" THICK EXTRUDED POLYSTYRENE INSULATION BOARD PER AASHTO M230-70. 4. MAINTAIN MINIMUM 18" VERTICAL SEPERATION BETWEEN SEWER/WATER SERVICE AND CULVERT CROSSING 5. TRENCHES IN EXISTING ROADS TO BE BACKFILLED WITH NON-SHRINK STA 0+96.87 (20.0' LT) END 4" SEWER SERVICE STA t+27.95 I.E. = 4638.82 INSTALLED FIRE HYDRANT ASSEMBLY STA 1+27.95 INSTALLED 178.9 LF O 3.0% 9' LEAD PIPE, 8' BURY INSTALLED 8X6X8 TEE STA 1+22.95 STA 0+91.87 (20.0' LT) INSTALLED NEW 8" GATE VALVE END 1.5" WATER SERVICE W/ CURB STOP STA 0+15.14 CAUTION: BURIED ELECTRIC INSTALLED FIRE HYDRANT ASSEMBLY STA 0+27.03 SD MH#1 LINES AND GAS MAIN 9' LEAD PIPE, 8' BURY 36.00' CAUTION: BURIED ELECTRIC INSTALLED NEW SQUARE STORM DRAIN LINES AND GAS MAIN INLET PER COB. STANDARD DRAWING p No. 02720-1 A 40.65' STA 0+15.14 INSTALLED (3) 4-INCH SERVICES AT I LIMITS OF ASPHALT CUT INSTALLED 8X6X8 TEE W _ _ ___ EXISTING SEWER MAIN -- END CAP TO WEST '8-� `__ SERVICE I.E. = 4633.45 8 STA 0+91.77 (5.0' LT) -- - LIMITS OF ASPHALT CUT STA 1+40.60 SO MH#'2 INSTALL 20.0 LF 1 1/2" z CUT IN AND GROUTED NEW WATER SERVICE, LEFT 1 N STA 2+62.26 60" DIA. MH 1 CONNECTED TO EXISTING 8" STA 0+91.77 (5.0' LT) = WATER MAIN WITH 8" TAPPING STA 0+8&0 INSTALL 10.0 LF 1 1/2" TEE h VALVE WITH THRUST RESTRAINT > INSTALLED 52.6 LF 12" PVC WATER SERVICE, RIGHT m z STA 0+91.71 (10.0 RT') STA 2+57.26 z PLACED 4 SHEETS OF INSULATION CENTERED OVER SEWER AND END 1.5' WATER SERVICE INSTALLED NEW 8" GATE VALVE W/ CURB STOP WATER SERVICES STA 0+96.71 (10.0' RT) ->- STA 1+95.1 (10.0' RT) END 4" SEWER SERVICE END 4" SEWER SERVICE I.E. - 4839.48 I.E. = 4636.47 - GRAPHIC SCALE CRAPHIC SCALE INSTALLED 200.8 LF O 3.0% INSTALLED 100.7 LF O 3.0 % 50 0 25 50 0 25 50 ( IN FEET) 1 IN FEET I GENERAL NOTE: 1 inch= 50 ft. I Inch- 50 It. 1. PIPE ELEVATIONS SHOWN IN PROFILES WERE FIELD VERIFIED AND ARE AS-BUILT. TYPE A TRENCH BACKI ILL TYPE A TRENCH BACKFILL TYPE 1 PIPE BEDDING - - TYPE 1 PIPE EITDDING 4650 _ - - - - - 4650 HYD BL=4647.21 HYD BL= INISH GRADE 46.71 .. HYD BL TO INV 8.13' HYD BE TO INV 8.1 FINISH E I XISTING GRAi YE - - - - E ISTING GRAD 4645 - -- - --- SV TEE -- --- ----- - - -- 4645 C 6.5' MI INV 4638.76 HYD TEEOVER R 'D V INV=4638. 8 i _ _ _ _ +. - - 1 ONTRACTOR' NOTE: INV 4739.08 HYD TEE - - I- - --- rION URRIED ELE TRIC AND MAIN. _. INV=4638. 8 GAS AND ELECTF IC CROSSING -9-00 PVC 4640 45 DEGR E BEND 3% 4640 INV=463 .51 TAP IN =4635.61 - 4 DEGREE BEND(- V=4636.49 1 247 LF - -- - -- -- - ---- - - ---- u m Alva - m- - B" CLA S 51 _ - - - - - - -^v -- o'n«mi 4635 Jam. J. "'I ILL 11 UN PIPE _ r o -o oColo z - O m F e a a o;a J J J �aa - _ __ a� a <v p - U IIC�II o 0J 0 0 3> Ia-e 0 aZ0 SN �Iz N O I/I INW - -- _-_ _._ -- - f/1YW m N �O ab a W N K - - - W W ariz z0 -_-- 4630 -- vi >,n o Io w ..cJ O a- 4630 .+ N n> m fKU7aUa - _- - - (� + ++ + N N �aF 1825 - .N 3 ~l rco v~Uma3 - ; onrcN�N - -- 4625 4620 4615 -- -- - - - - - - - 4615 - 4- RE ORD- PSIG6 0+00 0+50 1+00 1+50 2+00 2+50 1/00 0+00 0+50 1+00 1+50 2+00 VERIFY SCALE! REVISIONS Yd�� H DRANM BY: NJH PROJECT NUMBER NO. DESCRIPTION DATE BY _ IIIII 4163-001 THESE RRiNrs eur BE 901 Techn BNd. �i� CH ' BY: JAU REDUCED LINEt1ELDw MT CAPSTONE CONDOS MEASURES ONE INCH ON 1 AS-BUILT DRAWINGS 01/07 BJH Er,ymeers Bozeman,MT 59718 SHEET NUMBER ORIGINAL txuvnNO ORRISON s�'e,�,� L W� JAU BOZEMAN APPR BY, MT 2 A.A"MAIERLE INC. Sciantists 10539 PE DATE= 01/04/07 DRAWING NUMBER Planners Phone:(406)587-072�%r4 ?' Fax:(406)587-1178 O.A.REVIEW MODIFY SCALE ACCORDINGLY' A"I"'td„Ym-o'nerc-,mp�y ,, DENS �`> BY,r WATER&STORM DRAIN SEWER IMPROVEMENTS E_1 N A163\001V1CAD\Sheets-As BuiMCAPSTONE CONDOS-E1-AB.dwg Plotted by bhammerpuist on Jun/42007 MDRRI�ERLE.INC.,ppr IIr1411NAL..�``� DATE