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HomeMy WebLinkAboutFour Points Phase II As Builts INFRASTRUCTURE IMPROVEMENTS FOR FOUR POINTS PHASE 11 SUBDIVISION OZ BOZEMAN9 MT AR J ULY9 2020 �:) a W � fAS BUILT P C°t°I t St. ryM 114 Catran St. �'1 Burke' PROJECT 6 SHEET INDEX � LOCATION as�� g SHEET N0. DESCRIPTION APPROXIMATE CITY LIMITS ° Cattail Street - Cattail St. COVER SHEET C0.1 GENERAL NOTES I Blondie St C1.0 OVERALL PROJECT PLAN AND LEGEND N -------------- w r Kim rwicke. C1.1 OVERALL GRADING PLAN r m r) m o` C2.0 BLONDIE ST ROADWAY PLAN & PROFILE o N N 3 0 ❑ C2.1 VERONICA WAY ROADWAY PLAN & PROFILE 1 OF 2 r w° a E o, a Gallowa St. Rawhide Rid I C2.2 VERONICA WAY ROADWAY PLAN & PROFILE 2 OF 2 N - --- C2.3 DAVIS LANE ROADWAY PLAN & PROFILE �❑ m L C3.0 BLONDIE ST SEWER MAIN PLAN & PROFILE z z E uestrian Ln R4 ZONING S g Uj o ar am C3.1 VERONICA WAY SEWER MAIN PLAN & PROFILE i $ o I C4.0 BLONDIE & KIMBERWICKE ST WATER MAIN PLAN & PROFILE Z ' C4.1 VERONICA WAY WATER MAIN PLAN & PROFILE Baxter Rd. oN v v I/ Baxter Rd. C5.0 STRIPING AND SIGNAGE w w C6.0 ROADWAY SECTIONS a- d a C6.1 ROADWAY DETAILS M C6.2 WATER DETAILS a p COj °0' C6.3 SEWER DETAILS >> a a E1—E4 LIGHTING PLANS o i Z J VICINITY MAP NITS E E i i Surveying by: Civil Engineering by: Owner: Developers MERIDIAN LAND SURVEYING, INC. MADISON ENGINEERING FOUR ]POINTS MT LLC FOUR POINTS S VILLAGE 11 LLC �s PO BOX 587,GALLATIN GATEWAY,MT 59715 895 TECHNOLOGY BLVD,SUITE 203 5 RIMANI DR MISSION VIEJO CA 92692 36661 JAGAR LANE BOZEMAN MT 59718 � (4-06)624-6565 BOZEMAN MT 59718 '(4-�D6)599-5169 (4196)599-5169 �42 E°=Eo Q � A � (406)586-0262 COVER SHEET O O N I Q O>M N GENERAL NOTES: INSPECTION TESTING & CERTIFICATION NOTES: o N " o 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS AND CURRENT CITY OF BOZEMAN MODIFICATIONS. UNLESS OTHERWISE 1. CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBLIC WORKS OFFICE AND DESIGN ENGINEER A MINIMUM OF 24 HOURS (1 BUSINESS DAY) PRIOR } APPROVED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN 8:00 A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY TO START OF CONSTRUCTION. m 2. CONTRACTOR SHALL PROVIDE FOUR SETS OF REVIEWED MATERIAL SUBMITTALS TO DESIGN ENGINEER, WITH INSURANCE CERTIFICATE AND PERFORMANCE AND 2. COMPACTION TESTING OF SUBGRADE, BASE COURSE AND ASPHALT REQUIRED FOR ALL LIFTS, CONTRACTOR SHALL PROVIDE ACCESS TO INSPECTOR ¢ 2 : PAYMENT BONDS FOR ALL WORK WITHIN THE RIGHT OF WAY 5 BUSINESS DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. BONDS TO BE TO THE OWNER. TO COMPLETE THE COMPACTION TESTS. CITY OF BOZEMAN AND MADISON ENGINEERING SHALL BE NAMED AS ADDITIONAL INSURED. 3. CONTRACTOR SHALL ATTEND AND PARTICIPATE IN A CITY OF BOZEMAN PRE-CONSTRUCTION CONFERENCE. DESIGN ENGINEER TO SCHEDULE PRE-CONSTRUCTION 3. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER A MINIMUM OF 24 HOURS(1 BUSINESS DAY) PRIOR TO THE REQUIRED INSPECTIONS. N CONFERENCE ONCE MATERIAL SUBMITTALS, BONDS AND INSURANCE CERTIFICATES HAVE BEEN SUBMITTED FOR REVIEW. 4. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE COMPACTION TESTING. ?z CONTRACTOR SHALL NOT COVER ANY LIFT PRIOR TO COMPACTION TESTING BY INSPECTOR. LIFTS NOT TESTED WILL NOT BE CERTIFIED BY THE s 4. CONTRACTOR SHALL APPLY FOR AND PROCURE STREET CUT PERMIT IF NECESSARY. DESIGN ENGINEER OR ACCEPTED BY THE CITY. o 0 5. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR CONNECT. CONTRACTOR SHALL BE 5. INSTALLATION OF WATER MAINS SHALL BE INSPECTED AND CERTIFIED BY THE DESIGN ENGINEER. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER N U U RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE THE REQUIRED INSPECTION. v v THE WORK. ALL UTILITY CROSSINGS SHALL BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. 6. NO PIPE, VALVES, BENDS, ETC. SHALL BE BURIED PRIOR TO INSPECTION BY DESIGN ENGINEER. a w a Ln 6. GROUNDWATER IS SHALLOW ON THIS SITE. DE-WATERING WILL LIKELY BE REQUIRED FOR EXCAVATIONS OVER THREE FEET IN DEPTH FROM CENTERLINE ROADWAY. 7, PRESSURE, VELOCITY FLUSH, AND BAC-T TESTS ARE REQUIRED FOR THE WATER MAIN AND FIRE SERVICES. ALL TESTS SHALL BE PERFORMED BY o o CONTRACTOR SHALL PREPARE, SUBMIT AND PROCURE A DISCHARGE PERMIT FOR DE-WATERING ACTIVITY PRIOR TO THE INSTALLATION OF THE WELLS. THE CONTRACTOR AND WITNESSED BY THE DESIGN ENGINEER. CITY OF BOZEMAN SHALL OPERATE THE VALVES. a m 7. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL, ACCORDING TO MCA 69-4-501, NOTIFY ALL B. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL BE BORNE BY THE CONTRACTOR. IN THE CONTRACT DOCUMENTS WITH RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. GRADING. PAVING & DRAINAGE 8. CONTRACTOR SHALL PREPARE & PROCURE A MDEQ SWPPP AND PROVIDE A SWPPP ADMINISTRATOR FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL 1. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, MOST COMPLY WITH AND INSTALL ALL NECESSARY EROSION CONTROL DEVICES AS OUTLINED IN THE APPROVED DIED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) CURRENT ADOPTED EDITION, WITH CITY OF BOZEMAN MODIFICATIONS. NT AND CITY OF BOZEMAN STORM WATER MANAGEMENT PERMIT. 2. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE VEGETATION, TREES, STUMPS, BRUSH, ROOTS, ETC. STRIP WORK * G M G. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE STREETS AND PARKING LOTS ARE KEPT LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITH UD a CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY LIMIT CLEARING, STRIPPING OR GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE. DUST FROM THE CONSTRUCTION SITE. UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BE LEFT ON THE ,J STREETS OVER NIGHT. 3. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE i 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). NOTIFY INSPECTOR AND CITY OF BOZEMAN ENGINEERING DEPARTMENT A MINIMUM OF 24 HOURS (1 BUSINESS DAY) PRIOR TO TESTING. DRAWN BY: MPJ 7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL BE PLATED OR BACKFILLED, COMPACTED 4.. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND REPLACED WITH STRUCTURAL FILL. SUBGRADE MUST BE AND CLOSED BEFORE THE END OF EACH WORK DAY AND NORMAL TRAFFIC FLOWS RESTORED. INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACING EMBANKMENTS, ENGINEERED FILLS OR FINE GRADING FOR BASE REVIEWED BY:CGB ROCK. PROJECT ENGINEER:MPJ 8. ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A CLEAN STRAIGHT/SQUARE EDGE BY SAW. THE TOP 12-INCHES OF THE DESIGNED BY:MPJ EXCAVATED AREA WITHIN THE STREET SHALL BE FILLED WITH ROAD MIX AND COMPACTED. STREET CLOSURES MUST BE COMMUNICATED THE CITY POLICE 5. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, DEPARTMENT, THE CITY ENGINEER, AND THE PROJECT ENGINEER. BUILDING PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN e 8-INCHES OVER APPROVED SUBGRADE- EACH LIFT SHALL BE COMPACTED PER GEOTECHNCIAL REPORT SPECIFICATIONS. IF NO REPORT IS 9. ALL LANDSCAPING ADD IRRIGATION FACILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED TO PRE-CONSTRUCTION QUALITY. AVAILABLE EACH LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM 10. PRIOR TO PAVING CONTRACTOR SHALL CONTACT DESIGN ENGINEER TO SCHEDULE A PRE-PAVING WALK THIRD WITH THE CITY. GENERAL CONTRACTOR AND PAVING MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). CONTRACTOR SHALL ALSO BE PRESENT. r� PIPE BEDDING AND BACKFILL 6. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234(SUB BASE COURSE) AND SECTION 02235 (CRUSHED BASE COURSE) MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCK PER I. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILL WITH THE SAME MATERIAL A MINIMUM OF 6-INCHES OVER THE TOP GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE COMPACT TO 95% OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 DO H OF THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). �A 2. TRENCH BACKFILL MATERIAL UNDER IMPROVED AREAS SHALL BE PLACED IN 8 TO 12-INCH LIFTS AND COMPACTED IN ACCORDANCE WITH GEOTECHNICAL 7. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510 (ASPHALT CONCRETE PAVEMENT) MPWSS FOR TYPE B MIX. A.C. PAVEMENT SHALL BE ® H RECOMMENDATIONS. COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE COMPACT A.C. PAVEMENT TO A MINIMUM OF 92%OF THE h� THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. TRAFFIC CONTROL FA B. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH 1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A TRAFFIC CONTROL PLAN TO THE DESIGN ENGINEER 5 WORKING DAYS PRIOR TO THE CONTOUR LINES SHOWN. (L� PRE-CONSTRUCTION CONFERENCE. CONTRACTOR SHALL REFERENCE THE MUTCD AND THE MDT TRAFFIC CONTROL AND PROTECTION STANDARD DETAIL DRAWINGS IN N DEVELOPMENT OF THE TRAFFIC CONTROL PLAN. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY 9. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED OTO WITHIN THE RIGHT OF WAY. TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA WHEREIN THEY LIE. 2. CONTRACTOR SHALL"ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER THE APPROVED TRAFFIC CONTROL PLAN. IF REQUIRED, TRAFFIC SHALL BE DIRECTED IN ACCORDANCE WITH THE MDT FLAGGERS HANDBOOK. 10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN 4H:1 V. 3. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND ADJUST THE TRAFFIC CONTROL DEVICES TO MAINTAIN A SAFE ENVIRONMENT FOR THE CONSTRUCTION 11. ALL BOULEVARDS SHALL BE FINISHED GRADED TO 6-INCHES BELOW TOP OF SIDEWALK TO ALLOW FOR THE PLACEMENT OF 6-INCHES OF TOP SOIL. a WORKERS AS WELL AS THE GENERAL PUBLIC. STORM DRAIN r''. EXISTING UTILITY NOTES EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE 'm i. ALL STORM DRAIN PIPE SHALL BE LAID STRAIGHT GRADED BETWEEN BEGINNING AND END INVERTS. NO BEDDING, SWEEPING OR DEFLECTIONS ARE ALLOWED. 1. ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, 2. CONTRACTOR SHALL FLUSH AND CLEAN ALL STORM DRAIN PIPE AND MANHOLES AND REMOVE ALL FOREIGN MATERIAL, IF NECESSARY, AS A RESULT OF TELEPHONE & TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL a v h CONSTRUCTION ACTIVITIES. UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. o fed en CURBS & SIDEWALKS 2. EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE, CONTRACTOR TO VERIFY DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN H CONSTRUCTION. w 1. UNLESS OTHERWISE'.SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL CURB EXPOSURE SHALL BE FOR ALL CURBING. 'o N SANITARY SEWER: 2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN ACCORDANCE WITH CURRENT ADA AND LOCAL REQUIREMENTS. 8 t~� 1. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM F679, SDR 35. ALL OTHER APPURTENANCES = A 3. 5 FT WIDE SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK AND SIDEWALKS 6 FT WIDE OR GREATER SHALL BE A MINIMUM OF 6-INCHES THICK. ALL AND INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN SPECIFICATIONS. 1.-.4I '> 00 SIDEWALKS SHALL BE CONSTRUCTED USING 4,000 PSI CONCRETE. 2. ALL SANITARY SEWER PIPES SHALL BE STRAIGHT GRADED BETWEEN MANHOLES. NO BENDS, DEFLECTIONS, HIGH OR LOW POINTS ARE ALLOWED. � 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE CONCRETE TESTING IS COMPLETED IN ACCORDANCE WITH CITY STANDARDS. A MINIMUM Cy OF 24 HOURS NOTICE IS REQUIRED. 3. PER DIED & CITY REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND TESTED PER DEQ & CITY PROCEDURES AND a CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO PROVIDE ENGINEER WITH 24 HOURS ADVANCE NOTICE FOR INSPECTION. CONACTOR SHALL ._ WATER PROVIDE SAFE ACCESS TO TRENCH FOR INSPECTION. MANHOLE TESTING SHALL BE PERFORMED PRIOR TO PAVING AND FINAL SURFACE RESTORATION. i. WATER MAINS UP TO 12-INCHES SHALL BE CLASS 51 DUCTILE IRON. ALL WATER MAINS SHALL BE THE INSTALLED WITH A MINIMUM 6.5' OF COVER TO FINISH 4. CLEANING. PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWER PIPE AND MANHOLES AND REMOVE ALL o � GRADE UNLESS OTHERWISE NOTED OR DIRECTED. ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO MDEQ AND CITY OF BOZEMAN SPECIFICATIONS. FOREIGN MATERIAL g W 2. CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING AND PROPOSED PUBLIC MAINS. CONTRACTOR SHALL NOTIFY THE CITY WATER 5. LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE BY CONTRACTOR. LEAKAGE TESTS SHALL BE s F DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO REQUIRING THE OPERATION OF VALVES. COMPLETED PER MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND CITY OF BOZEMAN MODIFICATIONS. I 3. 2" MINIMUM ORIFICE REQUIRED FOR FLUSHING. 6. TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND REPAIR, THE CONTRACTOR SHALL CONDUCT A COLOR TV ACCEPTANCE INSPECTION OF ALL MAINLINES. THE TV INSPECTION SHALL BE CONDUCTED BY THE CITY OF BOZEMAN. SUFFICIENT WATER TO 4. INSTALL JOINT RES IRAINTS ON ALL PIPE JOINTS AND FITTINGS AS SPECIFIED IN THE DRAWINGS. REVEAL LOW AREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE PIPE IMMEDIATELY PRIOR TO INITIATION OF THE TV INSPECTION. THE TV RECORDING AND WRITTEN REPORT SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS SHEET 5. ALL CROSSES, TEE' ; VALVES, AND BENDS SHALL BE MECHANICAL JOINTS WITH MEGA-LUG. FOR TV INSPECTION. Co.I FOUR POINTS II NOTES �A�BUILT � PROJECT:13-132 DATE:07-21-20 o o N N N W I i o I 1 O N � f O Y m z 2 a J Q � m PROPOSED < Q EXISTING DETENTION POND CONNECT TO EXISTING LOTIBLK3 EXISTING DETENTION POND CATTAIL ST 9,914 SF N 0.23 ACRES v� S •� CATTAIL„ EXTG SEWER o ' — -- PROPOSED _,_--- _ - ..LIFT STATION �J Ili N O o — P z GAS __ P 'COMMON OPEN SPACH - 7PRED WIDEN EXISTING LOT3BLK2 S Ss( III SIDEWALK TO 10, TO S 30,430 SF,0.70 ACRES o EXISTING DRIVEWAY to+mx."m.m1 1 ® CONNECT 10' GRAVEL FINES TRAIL TO I I PROPOSED EXISTING SIDEWALK ON CATTAIL ST a < m EASEMENT WETLANDS PROPOSED 8" WATER d EX-rG 10" PROPOSED MAIN STUB TO LOT \ EXTG 8" I� z WATER MAINW PROPOSED SEWEREXTG 15" *LOT2BLK2 SERVICE TYP O LOTiBLK2 { ) SEWER MAIN L79,A SF 50' WETLAND 50 WETLAND' EXISTING 30' Y ,� 7 767SF t121 SETBACK PROPOSED SETBACK a 2 UTILITY EASEMENT NTq 1.62 ACRES O(WE-ANDS)Ps1 LOT 4 BLK.2 PROPOSED PROPOSED PROPOSED PUBLIC INSTALL NEW 132,995 SF ;51W P EXTG 8" ( CONNECT 10' SHARED 2' \ LOT2BLK3 LOT 7BLE3 cHms c.DRAINAGE EASEMENT FOR ® CROSSWALK AT 3.OSACRES WATER MAIN USE PATH TO 101,4373E EXISTING DETENTION POND TRAIL CROSSING 7$136SF PROPOSED > au EXISTING SIDEWALK xxxxx xw &xxx 10' SHARED `1 2.33 ACRES 1.66 ACRES LOT175SP I zs� II— EXISTING USE PATH aRrnxa) 487,175 SF DETENTION POND WIDEN EXISTING x i 1 5' SIDEWALK PROPOSED 8" WATER MAIN 65' RIGHT OF WAY ll.18ACRE8 EXTG CURB ` STUBS TO LOTS TYP PROPOSED 10' GRAVEL FINES', ItveruNnsl &GUTTER _ 2 C TO 10 (TYP) EASEMEND 10 UTILITY ® TRAIL AND LINEAR PARK _ FUTURE 5' SIDEWALK PROPOSED 8" WATER EXTEND EXISTING DRAWN BY: MPJ j _ II —STUB (TYP) _ — 12" POND OUTFALL EXISTING LOT _ 8���STREET _ - - — — _ — PIPE UNDER TRAIL ( REVIEWED BY:CGB m MINOR SUB 475 — — — — — — PROJECT ENGINEER: _ MPJ PUBTICPARR - .: u.Y. — _11 - PROPOSED 8" SEWER . 'pROORM (TYP)POSED DESIGNED BY: MPJ 233,438SF EXISTING 'v Fl PROPOSED CURB STUB `v" u 5.359ACRES c 0 i '% v, 65' RIGHT ZONING,R3 EXTEND EXISTING v x & GUTTER " .er ,<xEXISTING �' - - OF WAY wwaewn 60' RIGHT OF WAY SWALE AND2 BL NDIE ST PROPOSED 8" .�,o0 30 PUBLIC UTILITY AND DETENTION POND k ` SEWER MAIN (TYP) d FUTURE 5' SIDEWALK ACCESS EASEMENT ` ,EXISTING RETENTION EXISTING S S � I EXTG 8" WATER MAIN, 11 // PROPOSED PROPERTY PROPOSED LINE (TYP) POND O V PROPOSED PROPOSED LOT 4 BLK 3 N APARTMENTS o EXISTING LOT 2 "O x LOT I I LOT 2 BLK 1 111 PROPOSED MINOR SUB 475 (/J TYP " - W� BLK I 116,759 SF O I LOT 3 HLK 3 78,120$F I I 1 ( ) 115,826 BF EXISTING LOT 3 75,992 8F 2.68 ACRH3 101,002 9F 1.79 ACRE w - MINOR SUB 475 1.74 ACRES 1x1 P 2.659ACRES PROPOSED 10' UTILITY a 2.32ACRES ZONING:R3 123,623 SF _ 0vsnewnel Q 1 2.838ACRE8 •� EASEMENT(TYP) I PROPOSED RESIDENTIAL ZO E'1 NING:R4 DRIVEWAY APPROACH (TYP) /��., EX 50' WETLAND SETBACK NEW PAVILION AT a — W `—t II WETLANDS FUTURE 5' SIDEWALK (TYP) EXTG 8" WATER MAIN PROPOSED FUTURE SIDEWALK COMMON OPEN SPACE EXISTING PARK d , BY OTHERS EXTG 8" SEWER MAIN LOTSBLK3 b' _ - - CURB AND GUTTER (TYP) �-� 24,0091 5 A - —KMERWICKE ST - __ - -- --_- a a [�/ 5 , _, KTitffiF.RWICKE STREET .. EXISTING CURB FUTURE SIDEWALK AND GUTTER TYP :I "`V Z nun 19 VISION TRIANGLES a (TYP) t. d ADJOINING PROPERTY O EXISTING CURB (TYP) z LINE (TYP) CONNECT 10' I AND GUTTER (TYP) a GRAVEL FINES ey�T� C, CONNECT TO EXISTING PROPOSED 10' UTILITY TRAIL TO i KIMBERWICKE ST U KIMBERWICKE ST EASEMENT Q _ ® (� PROPOSED 8" WATER MAIN j STUBS TO LOTS (TYP) PROPOSED PROPERTY LINE (TYP) NEW AUXILIARY 1f 1C 1f� JL EGEND � ON DAVIS LANEo DAMS LANE ----4770—'. INDEX CONTOUR • FOUND MONUMENT AS NOTED WIDENING -------- CONTOUR MINOR (1' INTERVALS) AS SEWER MANHOLE OVERALL PROJECT PLAN � LTI ROAD RIGHT-OF-WAY FIRE HYDRANT — PROPERTY LINE AWATER VALVE P < R A H Y STRIPING oocb ---- ADJOINING PROPERTY �., POWER POLE BLONDIESTREET — — — — EASEMENT LINE .-M -)C ADJUSTMENTS ON ( LIGHT POLE BENCHMARK HYDRANT DAMS LANE _x—x— FENCE W ® STORMDRAIN MANHOLE (ARROW BOLT) w WATER MAIN N-535005. - 562558.46 a N ON CURB INLET 09 E1 SCALE I III — S — SEWER MAIN }n TREE DECIDUOUS 0 50 100 200 III F� O O ss SEWER SERVICE SIGN VERONICA WAY III l�-1 so STORM DRAIN 4 BENCHMARK HYDRANT C) ® WETLANDS I"=100' (ARROW BOLT) �n OF— OVERHEAD POWER N-535004.92 E-1563143.47 ° H ------- LIMIT OF CUT OR FILL ° I TEL OVERHEAD TELEPHONE � _ II —GAS—GAS— UNDERGROUND GAS LINE DATUM -PWR---- UNDERGROUND POWER NAVD88 Ia - ROAD CENTERLINE COORDINATES TOP BACK OF CURB LOCAL SYSTEM BASED ON EDGE OF PAVEMENT GEODETIC NORTH OBSERVED SHEET I ---k.EDGE OF GRAVEL AT THE NORTHEAST CORNER OF THE PROPERTY C1.0 d^' CONCRETE PAD/SIDEWALK — — — — EDGE OF WETLANDS 7 FOUR POINTS H j OVERALL i B v ALT PROJECT:13-132 DATE:07-21-20 C I f ON O N w j i i Q m M N o I I O N O MODIFY PARK POND OUTFALL STRUCTURE m SEE SHEET C6,.3 MATCH EXISTING FINISH GRADE z a a EXISTING CURB CONTOURS TRAIL a EXISTING PARK I: MODIFY CATTAIL POND (TYP) CONTOURS EXISTING PROPOSED � DETENTION OUTFALL STRUCTURE ;DETENTION L ST LOTIBLK3 (�) POND SEE SHEET C6.3 9,914SFOND 0.23 ACRES 0 0 _ L - Ln z0 PROPOSED - — --^'pI > __.—.._.:. - -. W w COMMON OPEN SPACE—__ \�� LJ yw j2��, Kj 5,�- I N" \ ¢ a a ;> LOT 3 BLK 2 _�/ 5,, / (` a 30,430 SF,0.70 ACRES ���1 -..-�� r 1 10' GRAVEL FINES TRAIL x� a, Lu (nmme NEW DOUBLE � S� PER COB DETAIL x.,,r ,,,.>,�,, mI \ ' e9 02529-18, MATCH a a VALLEY GUTTER, EXISTING GRADE AT 2% 1 MATCH EXISTING MAX CROSS SLOPE, 5% ASPHALT z \� I`EDGE i' MAX RUNNING SLOPE N n T / UNLESS CONTOURS SHOW FINISHED GRADE 1� ✓I I OTHERWISE. SEE - LOT 2BLK2 I A ;. ;�S,k �\ ,�,LANDSCAPE PLANS FOR \ W �� PROPOSED u, CONTOUR (TYP) A X k r 179,SO18F PROPOSED � � � � I� � � � � � � ADDITIONAL TRAIL DETAILS w 4.121 ACRES PROPOSED v \ O LOT 1 BLK 2 P ` 70,767 SF l- / Iwarraxnsl �, I -/ \LOT4BLK2 I PROPOSED \ PROPOSED ,.7 I�69 1 ACRES MODIFY BLONDIE POND 132,995 SF LOT 2 ELK 3 LOT7BLK3 was c. WIDEN EXISTING 5' SIDEWALK ''-'"�--� �1 ' OUTFALL STRUCTURE 3.05ACRES I 06 EXISTING � 101,437 SF 92,136 SF PROPOSED o TO 10', MATCH EXISTING ( \ ! BLEX ST SEE SHEET C6.3 I \ 'I 2.33ACRES L66 ACRES LOT6BLK3 SIDEWALK CROSS SLOPE, �� IN'DETENTION POND ` "J J EXISTING GRADE RE-LOCATE \ aaxennr 1.18A5SF GRADE FROM EDGE OF r � �� \ ( CONTOUR (TYP) � I EXISTING POND \ ` 11.18AA�1 SIDEWALK TO EXISTING ��' —�1— -� II ' f' OUTFLOW SWALE -� GROUND AT 4:1 MAX SLOPE, T` r- — 1 ` Y I WITH 4:1 SIDE \ EXTEND AI I WETLANDS I' x 1 1 1 �a SLOPES, SLOPE I V� POND NOUTFALL I DRAWN BY: MPJ OR CREEK CROSSING DO NOT DISTURB WE ND PIPE UNDER < 2 BOTTOM AT 0.4% � < TRAIL S REVIEWED BY.CGB �� - BLO�TREET �° - - - ———— — ADJUSTS �II PROJECT ENGINEER:MPJ BXISTIlVG LOT e _ _ — — — — — — EXISTING POND MINOR SUB 475 PUBLIC PARK — �, BERM ON GRAVEL VIEWING I`I N III DESIGNED BY:MPJ J NORTH SIDE OF Ilf 233438 SF _ a 1� /MATCH EXISTING /� �) \ 1 TRAIL 4:1 MAX LANDSCAPE �- J I l 5.359 ACRES ca I SIDEWALK PROPOSED - /' �._ II ZONING:R3 >' ` CURB AND SLOPE S ROADWAY SEE / ' �, - I/ ASPHALT; SECTION s GRADES � —, 1 PROP08ED PROPOSED PROPOSED( 6 / LOT 1 LOT 2 BLK 1 / e I PROPOSED ..� LO 120 BE 3 + ; I y - 116,759 BE O LOT 3 BLK 3 '� II o 'EXISTING LOT 2 O BLK 1 (� MINORS 475 2.68 ACRES I II a 101,002 SF v 1,79 ACRES I15,826 8F EXISTING LOT 3" 75,992 SF W / MINOR SUB 475 174 ACRES 2.32 ACRES _ 2,659 ACRES 123,623SP bvsrueroel PROPOSED Z ZONING:R3 2.938 ACRES + ��' '� ,.", ROADWAY SEE ZONING:R4 ' / SECTION ( ..-1 PROPOSED COMMON OPEN SPACE LOT5BLK3 24 009 I , � _ � i l ►� _ ..� - �- - � � ,- - - �� - =-- -=� -_ _- III �' � � r , W ERwIc _ ,^ RE STREET �— I r - RID2RWICKE STREET �l _ EXISTING ,� \/ RETENTION EXISTING GRADE QI mm� .. .�y POND CONTOUR (TYP) Q EXISTING SWALE AND EXISTING GRADE a DETENTION POND TO BE CONTOUR (TYP) 01 d MODIFIED WITH FUTURE N II FINISH GRADE o ¢ 1 MATCH EXISTING SITE DEVELOPMENT 11 CONTOUR (TYP) CURB AND FINISH GRADE ASPHALT CONTOUR (TYP) / U �t DAMS LANE LEGEND II In a � N WIDENING I' ----4770 INDEX CONTOUR • FOUND MONUMENT AS NOTED ®������ GRADING ���� ( �) 00 -------- CONTOUR MINOR (1' INTERVALS) QS SEWER MANHOLE eh PROPERTY LINE pp WATER VALVE II o Q ROAD RIGHT-OF-WAY y� FIRE HYDRANT "� 1r��1 a (� 00 ADJOINING PROPERTY POWER POLE i^II w V Pa — — — — EASEMENT LINE LIGHT POLE —■—%— FENCE ® STORMDRAIN MANHOLE I✓ Pf6411''/' W w WATER MAIN EdCURB INLET SCALE F� — S — SEWER MAIN a TREE DECIDUOUS 0 50 100 200 O — ss — SEWER SERVICE SIGN I ® r4 Pa Ln Ln SI) STORM DRAIN 4 I 100' U ® WETLANDS d OP OVERHEAD POWER -__-_-- LIMIT OF CUT OR FILL TEL OVERHEAD TELEPHONE a —GAS---GAS— UNDERGROUND GAS LINE m i —PWR----- UNDERGROUND POWER ROAD CENTERLINE ETOP BACK OF CURB SHEET EDGE OF ------I-- EDGE OF GRAVEL PAVEMENT THIS SHEET WAS UPDATED TO CIA CONCRETE PAD/SIDEWALK DISPLAY THE ENTIRE FOUR POINTS II — — — SUBDIVISION EDGE OF WETLANDS DAVIS LANE AND GRADING ON 13 q a GRADING JILT DATE:PROJ -132 07-21-20 I 4 i i �N N O O N N BLONDIE STREET ALIGNMENT DATA { �I 1 ` ALIGNMENT LINE DATA ' �' m z LINE # LENGTH BEARING START STATION START POINT END POINT END POINT I O L1 783.67 N90' DO' 00.00'E 0+00.00 N 535025.58 E 1562410.00 7+83.67 1 N 535025.5808 E 1563193.6686 III N SCALE 0 15 30 60 WIDEN EXISTING SIDEWALK 10' UTILITY EASEMENT I ' C>p TO 10' TO MILKHOUSE AVE R35' I 1 vl 35' ROADWAY I Z 1"-30' \ TBC TO TBC STA 7+70.17 4 EXISTING CURB PCC TBC EL. 4698.94 I 11 w STA 3+07.44 65' ROW ;I 1 w TBC EL. 4696.53 f 10.0' SHARED R25' a a REMOVE AND REPLACE 10 LF USE PATH____ ------------------------------- A 64 w w J ---- STA 5+00.00 ---- --`""-- )1,�EXISTNG INLET ------ ----------- 6.5' BOULEVARD ST 46 .31 I ; \ I CURB AND CONSTRUCT L TBC EL. 4697.48- _ - -� - STA 7+50.17 _GB TBC El. 4699.14� / _ _ o 1 a�m RAMP AT EXISTING TRAIL - - - - - - - - - - - - - PCC TBC EL. 4698.93 NEW LIGHT -d(1 _ ; a a rI CURB AND m- dfl dflr-- dCl dfl do - - d1 I= I I _ a NEW LIGHT GUTTER (TYP) STA 7+26.85 ' _. PT TBC EL. 4698.63 11 I �30' UTILITY AND d r N M -0 ;ACCESS EASEMENT z ROADWAY OE 7+00 R35' III �784 -f T 0+00 ( 1+00 2+00 3+H - L r1 -4+00 1-_r - 5+0 _ - 6+00 _ - - - - -I --_I-- T I; - III I CHRIS G. BLONDIE STREET BL0�c 1 ' 10' FUTURE x ro�u Rt h h - - - - - - - - - - - \ - i� - _ - - - - II I I SIDEWALK - - - - - - ®- UP U .0 UP UP PT TBC EL 4698.62 REMOVE AND REPLACE 10 LF CURB _ _ -- STA 7+26.65 R25' I ' UP UP Ur - - - - -'- - - r - -AND CONSTRUCT ADA RAMP AT '�, _ ___ __ --- --- ----____`__--____---- STA 7+50.17 G I I EXISTING TRAIL CROSSING _------ /�1\ STA 5+00.00 5' FUTURE v v v� _ v A TBC EL. 4697.48 SIDEWALK PCC TBC EL. 4699.05 �� 1 DRAWN BY: MPJ SAWCUT EXISTING ASPHALT A LL���� i REVIEWED BY:CGB MIN OF 2' FROM EDGE, \ COAT INTERSEDCTION PER EXISTING CONSTRUCT 50 LF VISION TRIANGLES it I 1 PROJECT ENGINEER:MPJ MATCH EXISTING ASPHALT COB DRAWINGS 1 1 PAVEMENT. TACK COAT AND SIDEWALK 5' WIDE SIDEWALK (TYP) I ADJACENT TO ;I / SEAL ALL JOINTS. OPEN SPACE AREA STA 4699. DESIGNED BY:MPJ \ PCC TBC EL. 4699.6363 R35' STA 3+07.44 LIMIT OF CUT OR FILL 1 TBC EL. 4696.53 t (TYP) UTILITY CONDUITS 3X12° / A2000 & 1X4" SCH40 (TYP) ' ; Imo.- -P e e e BLONDIE ST ROADWAY PLAN HORZ. SCALE: 1" = 30' 4720 r.7 4720 o WQ1 N C -- --- - - --- - �4 a ---- - - ---- - m m ri 710 4710lc� N�- + ka - +> EXT'G GRADE AT ROADWAY FINISHED GR DE...---.--- N AT ROADWAY -_ -_ - 4700 STA 0+19.05 0.5 e 4700 EXT'G CURB INLETS _- - -- .50 - H CL = 4695.18 - '- 0:5% -- _ --. - - _ - Y -- -- -.-- FG AT CL 4699.32 (y7 00 eF NG_-- - -- - - -- - - - r-+ - _ - ,- = BEGIN ASPHALT WARP _ ~ r'Z ---�-- --TO INTERSECTION "�--� �� ' 3x 12" A-2000 CONDUITS ; � A 00 -- 4" SCH 40 CONDUIT 0"'I a [-i �p�p 4690 s 4690 CIO- - -- _. FINISHED GRADE AT ROADWAY i 4680 ; � 'n 4660 O M O CO r M W to M coHM'1 co1� ONi• O M In 00 n O tp n It7 00 o� n co n ao In rn i ol P fP W m Ol OI OI N 0 cep N 2 a s a 10 a a s SHEET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+84 CZ.O FOUR POINTS II BLONDIE ST ROADWAY PROFILE ROADWAY HORZ. SCALE: 1" = 30' VERT. SCALE: 1" = 6' PROJECT:13-132 fA�S B�J ILT I DATE:07-21-20 l I 'CL STA 4+19.L 35 PCC TBC E 4698.93 CONSTRUCT ADA RAMPS AT c c�I i INTERSECTION PER COB DRAWINGS m o i STA 4+25.21 g SCALE I I I I I I I GB TBC EL. 4699.14 0 w STA 7+20.i j 0 i5 30 60 I I I �� I I m l i PC TBC EL. 4694.8L N I� STA 4+39'35 - / z z 1"-30' I c PCC TBC EL. 4698.94 ROADWAY CE v STA 6+39.55 % w STA 2+23.52 CURB AND TBC EL. 4696.42 0 TBC EL. 4700.88 STA 3+92.35 STA 4+62.67 GUTTER (TYP) 10' UTILITY EASEMENT PCC TBC EL. 4699.05 PT TBC EL. 4698.64 ,��/' p U PT: 35' ROADWAY 'F I i R35' S+95.88 '�dp v j STA 0+40.86 TBC TO TBC TRIANGLES (TYP) PCC 1BCSTA EL. +72.35 STA 5+01.99 a a PC TBC EL. 4702.47 60' RIGHT OF WAY VISION I PC TBC EL. 4698.14 / d o J I CONSTRUCT NEW ADA RAMP 5.0' FUTURE SIDEWALK PER COB STANDARD DRAWINGS I I STA 3+49.03 R35' I c I STA 5+95.86 / a CL Q m 6.5' BOULEVARD PT TBC EL. 4699.83 i v _ ___- PT TBC EL. 4696.97 -----_-- --- R35' \1� R 2 5 --eS_ ---T`�- -- --CURB AND - - zS- - -g _ _ _ GUTTER (TYP) d dN UP � � / / / z DEMO APPROX dfl dfl - dit dD dfl -dn dD - - - - dfl- dfl -�" / / / 12.5".LF CURB AND o - - - - - - - - - - - - - - - - - R25' I .11 00 j / - MATCH EXISTING I FL 0 / - - TBC 4702.60 t �- C1 / GK ROADWAY CL O+ 0 1+00 L2 2+00 3+00 4+0 IIII L3 5+_ 0 _ � /`r -- GBATBC 3EL54696.42 ---SAWCUT EXISTING ASPHALTPAVEMENT TACK COAT AND i1 VEROI`TICAWAY i /SEAL ALL JOINTS. MATCH STA 5+95.86PT TBC EL. 4696.97EXISTING ASPHALT r-- _ i / / THICKNESS TO ENSURE I - - - - - - - - -- - - - - - - - - - - - - - SMOOTH TRANSITION - - - - - - - - --- - - - - - - - - - - - - - ' III R35' - '-PC TBCOEL 9469814 E DEMO APPROX I '� _STA 0+49.30 - - - - - - - - - - - - - - - - - - - - - - - _- T PRSPC DRAWN B MPJ EXISTING 30' Y. P UTILITY _ --- ---- -- ---- --_�.__ - _ - EASEMENT EA EM REVIEWED BY:CGB PC TBC EL 4702.35 -------- -- ------- -- ----- - _ 12.5.LF EXISTING _ - _ CURB AND MATCH sD ----- STA 2+23.52 1 TBC EL. 4700.88 R35' I STA 4+62.67 PROJECT ENGINEER:MPJ EXISTING TBC II UTILITY CONDUIT 3X12` 10' UTILITY I PT TBC EL. 4698.64 4691.29 t R 35 I c c� A2000 & 1X4" SCH40 (TYP) EASEMENT VISION STA 3+49.03 DESIGNED BY:MPJ CONSTRUCT NEW ADA RAMP STA 4+39.35 PER'(COB STANDARD DRAWINGS I I (TRIANGLES (TYP) PT TBC EL. 4699-83 I I I I PC TBC EL 4698.94 m I c�I LIMIT OF CUT OR I I � I i z STA 4+05.85 FILL(TYP) STA3+72.3 469964 GB TBC EL. 4699.36 PC T . ( I I VERONICA WAY ROADWAY PLAN HORZ. SCALE: 1" - 30' I I CONSTRUCT ADA A RAMPS PER COB lo- STANDARDS -....4720 - --� -- T --- O U ^ _ EXT'G GRADE ATFF�"'I F+� a L ROADWAY p _ �i W -...- + ......FINISHED GRADE _..._ rn ovrn qO Qa 4710 AT ROADWAY �, N -- _ M M a + + V1 N u[ M O TBC WEST MATCH EXISTING ASPHALT -T J _-� -- - - - rn CROWN AT SAWCUT LINE -- v> N w N w F¢-'w r w `� a +a _ -1_i% ---f°_ ---- ------- - - --- •�- EXISTING '... -__ - w F w -.._ --- - C) 4700 - .. _. - -- TBC EAST STA 0+49 24 - - - -I- __ bd ELL 4702 44 -- - - - - - - - WARP ASPHALT CROWN BEGIN ASPHALT WARP - _„- WA FY AS _. _ THROUGH INTERSECTION _ -. END ASPHALT WARP III 3x 12" A-2000 CONDUITS -THROUGH INTERSECTION - - - W 1 x 4" SCH 40 CONDUIT � 0000 � 4690 3x 12" A 2000 CONDUITS Ix 4" SCH 40 CONDUIT --NOTE: ASSUMED UTILITY - - DEPTHS, CONTRACTOR TO 3x 12"A-2000 CONDUITS -_-. �, I-i > (~ y VERIFY DEPTHS PRIOR TO - ---- __ --- 1x 4' SCH 40 CONDUIT --- --- '"--""-- -- ----- ----- EXCAVATION �.. ---- ----- ---- - '--- - _ --- - ...... - -- -- -- --- z° Ida d• 4680 EXT'G GRADE AT ROADWAY CE -._ ..------ -- -- ----- -- .-.... .._.._- .......--- --..-.. it FINISHED GRADE AT ROADWAY CL 3 y�y..II 0p 4670 - -" _ _ M rrJ 0p e0 rn r r 4) i[1 a M I� rn r W N to N h �. SHEET N (V O N Oi rn D7 O t0 O Imo• Oi i� rn u) m t0 Q) O r O r r c0 0 0 0 o rn o m o rn o rn o rn rn rn m °' °' °i °' °' °f O1 °i °' rn AA n n n n m n �n n c0 c0 m 't w m m <o co m c0 c0 co co m C2.1 a a s < a •o- a a s a m- m� � 0+00 1+00 2+00 3+00 4+00 5+00 6+00 T FOUR PS II ROADDWW AY VERONICA WAY ROADWAY PROFILE s PROJECT:13-132 HORZ. SCALE: 1" = 30' AS BUILT < DATE:07-21-20 VERT. SCALE: 1" = 6' 10'x40' OF TEMPORARY ASPHALT WAS INSTALLED. CONCRETE- SD D w I I I TO BE POURED ON SHARED USE PATH WHEN WATER METER WELL IS RELOCATED BY NORTHWEST ENERGY. 35' ROADWAY Iti III STA 8+70.80 4 0 TBC TO TBC I PC TBC EL. 4691.72 i R 25 CONSTRUCT NEW ADA m 60' RIGHT OF WAY I RAMP ON EXISTING z a d LIMIT OF CUT OR I I SIDEWALK PER COB a m:w FILL (TYP) 10.0' SHARED STANDARDS o STA 8+14.65 USE PATH I MATCH EXISTING N PT TBC EL. 4692,92 _-6.5' BOULEVARD- - - '��- �, TBC 4690.87 t F N LE Z SCA o ]5 .REMOVE APPROX 85 LF EXISTING CURB w �% -AND REUSE EXISTING ASPHALT j d d 90 60 - - - s j � d0 �� r f. PAVEMENT EDGE, TACK COAT AND SEAL o 0 ALL JOINTS z STA 7+20.78 0 1"-XY PC TBC EL. 4694.80' r + -- I �0 c: m uj uj STA 6+39.55 r S+�0 L5 - 0 9 20 a s co TBC EL. 4696.42 �� - J 6' WIDE DOUBLE GUTTER PER COB DETAILIS co a o EXISTING TE E CROSSING, GAS, Z N M r _ _ EXISTING CONDUITS, SEE �� _ _ - PROFILE ' N ' / 10 UTILITY /I v � Gv � / / / STA 8+14.65 EASEMENPT TBC EL. 4692.92 `�STA 8+72.. Ft MATCH EXISTING PC TBC EL. 4691.79 -� I,� TBC 4691.29I I CONSTRUCT NEW ADA RAMP ON EXISTING EXTG 18" STORMWATER- i i � SIDEWALK PER COB '�'� STA 7+20.78 STUB FOR FUTURE R 25 STANDARDS STA 6+39.55 PC TBC EL. 4694.80 LOT DEVELOPMENT I GB TBC EL. 4696.42 --- EXISTING RIGHT OF DRAWN BY: MPJ -- ---- .-. WAY REVIEWED BY:CGB II EXISTING CURB PROJECT ENGINEER:MPJ EXISTING LIFT ' I I ( AND GUTTER DESIGNED BY:MPJ EXISTING 30 STATION UTILITY PROPOSED UTILITY EASEMENT EASEMENT �I IL_ II J W 0 L_._ - > I a � VERONICA WAY ROADWAY PLAN I �>41 1I-4T A HORZ. SCALE: 1" - 30' `� w - -- 4720 °� o d (� VERONICA WAY ALIGNMENT DATA - -- ALIGNMENT LINE DATA I 4710 � -- -. 1 Z ELINE LENGTH BEARING START STATION START POINT END POINT END POINT405.85 NO. 00' 00.00'W 0+00.00 N 534619.73 E 1563193.67 4+05.85 N 535025.5808E 1563193.6686 N m 96.14 NO' 00' 00.00"E 4+05.85 N 535025.58 E 1563193.67 5+01.99 N 535121.7204 E 1563193.6686 + o ^o a Pi124.91 N26' 53' 33.95"W 5+95.86 N 535212.18 E 1563172.04 7+20.78 N 535323.5897 E 1563115.5383 d a +� w N -- r•- N 535519.3193E 1563093.9092 L5 105.27 NO' 00' 00.00"E 8+14.65 N 535414.05 E 1563093-91 9+19.92 +tO w 4700 ALIGNMENT CURVE DATA -2.009 - TBC EAST F CURVE # LENGTH RADIUS CHORD DIRECTION START STATION (PC) START POINT END STATION (PT) END POINT 2.Ob-9, b Cl 93.87 1200.00 N13' 26- 46.98"W 5+01.99 N 535121.72 E 1563193.67 5+95.86 N 535212.18 E 1563172.0395 --- - -- - ----- -- - 3Y EXIST( V40 H C2 93.87 1200.00 N13' 26' 46.98"W 7+20.78 N 535323.59 E 1563115.54 8+14.65 N 535414.05 E 1563093.9092 EXTG GRADE OWN 4690 b�1 AT ROADWAY rL BEGIN ASPHALT WARP h TBC WEST TO INTERSECTION --- I FINISHED GRADE 1 - - EXISTING 18" ; 0-4 a H ern AT ROADWAY ---... '- ASSUMED UTILITY DEPTHS, STORM DRAIN - ----- CONTRACTOR TO VERIFY DEPTHS - 1 p PRIOR TO EXCAVATION, IF EXISTING CONDUITS 8 N NECESSARY LOWER EXISTING- IX12" iX6" IX4" POWER, GAS AND COMM UTILITIES a --- --- 4680 Z 00 ..-.- - EXT'G GRADE AT ROADWAY --- ------- - In H FINISHED GRADE AT ROADWAY (L a I .. 4670 N N M (D „ O M q SKEET N M h � a adtO- av C2o2 7+00 8+00 9+00 9+20 FOUR POINTS II ROADWAY VERONICA WAY ROADWAY PROFILE �� Q PROJECT:73-132 fA fSBfU HORZ. SCALE: 1" = 30' " DATE:07-21-20 VERT. SCALE: 1" = 6' \ w N N N I I amMN O OI N I r O m z'a a� 3 � m W MODIFY EXISTING i STRIPING, SEE '�� /� x SCALE STRIPING PLAN 0 Is 30 60 EXISTING STRIPING I z z DEMO 563' EXISTING CURB AND I EXISTING INTERSECTION w Lj-�� WIDEN ASPHALT PER SECTION. V-30' EXISTING LIGHT POLE EXISTING 80' MINIMIZE DAMAGE TO ASPHALT s DURING CURB DEMO. TO , 0 EXISTING OVERHEAD POWER, BURIED RIGHT OF WAY EXISTING LIGHT POLE o COMMUNICATION LINES, BURIED GAS LINE. ENSURE NEAT ASPHALT EDGE rn o CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING CURB M - UTILITIES PRIOR TO CONSTRUCTION — — — — — — — — — — — — — GAS—————GAS ————GAS— —GAS— _———G —— _. GAS GAS———— — U K .----TEL -- --TEL ----_- -- _-TEL ---- --. =�---_- ._ - = Iry�� =ss ---== 1 QI- m TEL ---.-TEL -_ -- ... -TEL -----TEL -_.-__.TE --_--TEL - —� 1"7'Wf�-�-_. Q ?JMd 21Md ®- �2M3' yA4d=---tea 2fMd----- -T 21Md-_-_T -----TEL -----TEL ----- -- -- --_- ---- a ... .._ _o __ ---tom_----__ - - . + + + O + + a r r fffl- DAVIS+ _. -.__-- —_�_ _ -_ i_-_-_- _._..... LANE w LIMITS OF CUT SAWCUT 80 SF EXISTING OR FILL(TYP) �cE„sEs ASPHALT TO TRANSITION STA 0+59.11 STA 6+58.14 TO NEW CURB FACE STA 2+43.76 STA 4+00.00 STA 4+71.79 STA GB EL. MATCH EXISTING �I TBC EL 4707.70 TBC GB EL 4702.23 TBC EL. 4701.57 BEGIN CURB AND" TBC GB EL. 4705.56 TBC GB EL. 4703.62 TBC GB EL 4702.92 I DRAWN BY: MPJ ASPHALT WIDENING MATCH EXISTING REVIEWED BY:CGB PROPOSED CURB AND CURB, BEGIN WIDENING ASPHALT WIDENING EXISTING SEWER PROJECT ENGINEER:MPJ STA 3+00.00 MANHOLE TBC GB EL. 4704.91 DESIGNED BY:MPJ PLACE DROP CURB IN FRONT OF EXISTING ASPHALT DRIVEWAY, REPLACE z DRIVEWAY AS NEEDED TO O CONNECT WITH EXISTING, rn MAX SLOPE 10% DAVIS LANE ROADWAY PLAN a A HORZ. SCALE: 1" = 30' FI®TI aaW - -. 4720 0-4 a 4720Ln - m N O W a +r In o 4710 4710 P4 F 'C T I? BEGIN NEW CURB AND WIDENING — — — — — 4700 $ A � � 4700 - EXT'G GRADE AT ROADWAY —" -- - -- _---_- $ H --- - --.-- ---- "- FINISHED GRADE -- --'-- -- "--- q - AT TBC .—. ------ -.._--- y�� MATCH EXISTING-/ -- -- —"--- CURB s " EXT'G GRADE AT ROADWAY q -_ -FINISHED GRADE AT TBC.._--..- ._..—. --...-. _._... __ ._ _. ...— .—........ .----- - _ [ mN N00 4690 � U 4690 M N N to 1Lo f t0 fOM tV r 0 O N N 00 O OaO O 7+00 7+49 6+00 a s a s a a a�0 d a s a s 0+00 1+00 2+00 3+00 4+00 5+00 d i SHEET C2.3 n FOUR POINTS II THIS SHEET IS NEW WITH THE 1 7 ROADWAY DAVIS LANE ROADWAY PROFILE PROPOSED AL AND SHOWS THE s PROPOSED AUXILIARY LEFT TURN LANE � PROJECT:13-132 HORZ. SCALE: 1" = 30' ON DAVIS LANE fA�SfB���� a DATE:07-29-20 VERT. SCALE: 1" - 6' 1 I 1 I O O N ` 65' WIDE RIGHT OF WAY � 1 1 10' UTILITY o N EASEMENT (TYR) o N o L' i i NOTE: CONTRACTOR TO VERIFY ALL r 1\\\ INVERTS OF EXISTING SANITARY c m 1 10' UTILITY EASEMENT (TYR) SEWER SERVICE PROPOSED SEWER PRIOR TO CONSTRUCTION. ( 0 I z a a 3 INV. ELEV= 4694.28 LOT 4BLK2 IF DISCREPANCY IS FOUND 3 w \ \ 65' WIDE RIGHT OF STA 1+46.51, 6.22' RT 132,961 SF CONTACT ENGINEER SEWER SERVICE ` WAY 49.07 L.F. 6" SDR26 DEEP — — 3.05 ACRES - INV. ELEV= 4692.63 I PROPOSED N N �' — LOPE 4.0% — — — — — — — STA L.F. 6" 0, 5.26 D RT " LOT 2 BLK 3 z 0 IS SCALE30 60 — — — SEWER SERVICE SLOPE — — 48.62 F. 6" SDR26 DEEP-.._ — J I -� � 100,845 SF s � SEWER SERVICE SLOPE 4.0% � .`:_ I 2.32ACRES o 0 ST 8' SDR35 PVC 1"-30' PROPOSED CURB - J STUB ®2% WITH END z EXT'G 8" DI -- I o _ WATER MAIN & GUTTER ,in I CAP V✓ ---- 6',' N' MAINTAIN 10'- ._- �.I !`wv +00 I....-�10 5+37- �_. BLONDIE STREET - S S S S S S S Srli — I 0+00 ��,� 1+00 � SEPARATION 2+00 3+00 4+ 0 5 1130' ACCESS AND 8" SDR35 PVC ILITY EASEMENT�I - UP - UP _ V= 468411 - INV. ELESEWER MAINU STA 3+97.90, 5.62' RT EXT'G 8" DI STA 1+41.51, 6.23' RT EXTG FIRE T31.77 L.F. 6" SDR26 DEEP 32.39 L.F. 6" SDR26 DEEP HYDRANT WATER MAIN RlSEWER SERVICE SLOPE 4.0% SEWER SERVICE SLOPE 4.0% PROPOSEDSTA 4+85.19, 3.02' RT EXTG 15" PVC SEWER SERVICE SEWER SERVICE CUT IN 60" SSMH 2 SEWER MAIN LOT3BLK3INV. ELEV= 4691.32 INV. ELEV= 4692.34 ON EXISTING MAIN 2.141CRESSTA 1+12.18, 6.31' RT INSTALL 48" SSMH #1 PROPOSED I ( ( I DRAWN BY: MPJ LOT 2 BLK 1 O 116,693 SF REVIEWED BY:CGB �'a NOTES: ' 2.68 ACRES �' ( PROJECT ENGINEER:MPJ 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST 1 DESIGNED BY: MPJ INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. BLONDIE ST SEWER MAIN PLAN C) = 30' N 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO HORZ. SCALE: 1" m CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. W A 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL. 5. ALL SEWER SERVICE ARE SDR26 UNLESS OTHERWISE NOTED. INSTALL ALL SERVICES AT 2% MIN SLOPE. (� w 6. MAINTAIN 6" VERTICAL SEPARATION BETWEEN SEWER MAINS AND UTILITY SERVICES. CIO W 7. MAINTAIN 18" VERTICAL SEPARATION BETWEEN SEWER MAIN AND EXISTING UTILITY MAINS AS SPECIFIED N O1� ON PLANS, EXCEPT FOR STORM SEWER MAINS. N N N1MM�1 I ® H j 4710 = m ---- -- z 3 w 4710 P-1 J U _ P4 EXT'G FIRE HYDRANT 4AS E BOX a >> M in EEDED oFINISHED GRADE AT OL �+w.0 w w 4700 4700 d > - -.... ___-__ ___-- ___ -_ - - _ ...-�- _ EXT'G GROUND_ ---- -�`—�-- — i - ti ----- ---WATER CROSSING -- --- 3x12" A-2000 CONDUITS ix4" SCH 40 CONDUIT �qy op - _...--- ------ --- EXTG B" WATER MAIN - 4690 -- - -- 4690 - -- VI m _ ---- -- -------- _ PVC STUB i -- ----- - .-- _- 8,. SDR35tC S 2.15% 8" SDR35 PVC L=374LF, £=g.gg p 73% - - L_38LF, o _ _ ... STA 1+46.51 ... "._ ._.._ -_..... _-.... ..._. _-_—INSTALL 8" END CAP 9 a 6" SDR26 DEEP SEWER SERVICE _ .._ ..__INV. "-.68: N __ _.... -- --- STA 4+02.90 - 4684.11 6" SDR26 DEEP SEWER SERVICE 4680 in 4680 STA 1+41.51 -�. ____ --,--- - -- 6' SDR26 DEEP SEWER SERVICE _STA 3+97.90 FINISHED GROUND EL. SEWER iNEA� 0-46" SDR26 DEEP SEWER SERVICE 4 EL. (~ 4675 TOP OF MAIN -.. __ - 4675 � I N{T{T n ro O 5 b) i SHEET 0+00 1+00 2+00 3+00 4+00 5+00 5+50 C3"0 FOUR POINTS II SANITARY SEWER BLONDIE ST SEWER MAIN PROFILE H ORZ. SCALE: 1" = 30' o PROJECT:13-132 AS B VERT. SCALE: 1" = 6' BUILT A DATE:07-21-20 0 0 W N N N I T SEWER SERVICE INV. ELEV= 4691.38 z � Qggw SCALE 0 15 30 60 h o STA 6+30.95, 0.61' LT ( I / _ NEW 6" SDR26 DEEP -0 m SEWER SERVICE ON EXISTING -z MAIN 88 LF 0 w I I ( 4.0% 1"-30' EXT'G FIRE ✓r j OSEWER SERVICE o INV. ELEV= 4695.24 HYDRANT w /. r ' f � �A �j z _ STA 0+87.20, 3.08' RT STA 2+29.52, 1.28' RT I !,r % /i N w L — NEW 6" SDR26 DEEP EXTG 60" SSMH J O .... O —_-0-- �G a w do SEWER SERVICE ON EXISTING- — S=- — — '=�j - T- '- L din dfl UP a dfl -- MAIN 41 LF ® 4.0% dfl ...— dfl I= y ru 4 - - rn _77 III n / aam Hh \ -- „I M - 0+00 1+00 A 2+00 3+00 4-f IIII 5+00 A _ - '6+00 / 7+00 "7+87, z `- -s S s—r s I� s — I-s ss —s 1 S 5�—s -s s a--s s s—„ 5— s —� s--� p =--s s 1—s s —--s--s-�s. s--�s-7-�s_ s N I 0 VERONICA WAY Et I 0 Illi � _ _ ---- — - - STA 6+47 18, 0 3 LT -- -- — — _ — — — _ _I111 " _ I 6 f ca EXTG 60" SSMH euocs c CHRIS G. EXTG 8" DI _ pE - - - - - - - - - - - - - - - - - - - — 'WATER MAIN — - - — EXISTING 30' \ -STA 0+00.02, 2.62' RT STA 0+82.20, 3.15' RT I I UTILITY STA 4+58.51, 0.34' LT EXTG 60" SSMH NEW 6" SDR26 DEEP NOTE: CONTRACTOR TO VERIFY ALL EASEMENT 6 EXTG 15" PVC EXTG 60" SSMH INVERTS OF EXISTING SANITARY V SEWER SERVICE ON EXISTING SEWER MAIN SEWER PRIOR TO CONSTRUCTION. (' c� MAIN 35LF 0 4.0% 1 EXTEND 8" IF DISCREPANCY IS FOUND PROPOSED SEWER MAIN I I SEWER SEE - - DRAWN BY: MPJ STA V. SEWER SERVICE PROPOSED CURB IN ELEV= 4684.11 SHT C3.0 CONTACT ENGINEER UTILITY EASEMENT INV. ELEV= 4696.89 & GUTTER I ( ( CUT 4N 604 SSMH#2 RT -- REVIEWED BY:CGB ON EXISTING MAIN PROJECT ENGINEER:MPJ a ' 30' ACCESS AND DESIGNED BY:MPJ I;: I UTILITY EASEMENT I II z VERONICA WAY SEWER MAIN PLAN O HORZ. SCALE: 1" 30' CBS 4720 --- ..._... -- o c� .__. _...... �— -- 4720 m (n ...N w Z 0 = t0 F"I tz ._. ONO .. .. - O 00 ~ N Ova W __.-._-..-._..__ .-_--__'_ ...N I� ' Q <0 m J a 4710 w a z -- .._.._.w v z,o z z — -z 3 --- m ni =m ti '0° r oo - ____-- 4710 o�'in -._.. ---- v�i vv)zzN u�� - -..... .zo �m�a� ... _-...._..--- Nad'� N +i-� o -Tx� 0 ® CO] L O W Ngg N�W _- ..-mrn zz zz W mo z0 OQ w�ZZ O Pmr�t r -- FINISHED GRADE �xmxx~0wo +0 �n 0ammrTa _-_ � �u> -- _--� /'c®-1 w x x v �d _Nwaxx oo -- �Mzzcu c� +x�zZ .-� ----- ---maZzz 1� 'tea 0 — _ EX�ROUND_ _ Nrcroroww dggi-i-�oo _. ag��� � a Q HF �N- t0 O- x mo h ,ww W wQ Q O_Q » O +Fm 4700 I-- xx��--xx oo -finwxxx 4700 - — — — waaa .. -__. -.-.'--- -_ -- /- EXTG 8" WATER MAW — 17TI,,1�302 18" MIN. 3xl2"A-200000NDUITS "A-2000 CONDUITS ------- lx4" SCH 40 CONDUIT x4" SCH 40 CONDUIT- - 4690 EXTG 15" SEWER MAIN -- --_ --_-_ ----- 4690 aa� -------- �i --- ----------- -- ..... -- STA 0+87.20 6" SDR26 - - EXTG 6" WATER.MAIN _-_ 4 p0-4 00 DEEP SEWER SERVICE - EXT'G MANHOLE (TYP) 4680 ^ 4680 STA 0+82.20 6" SDR26 DEEP SEWER SERVICE --- -----... --- --- ._ -. SI 6+30.95 6" SDR26 DEEP SEWER SERVICE N O 0 6 —. ._._..... __. -_.. .,.. _ ........ .....-EXTG 15' SEWER MAIN'. o CIO -- ......FINISHED GROUND EL.. ._ EXTG SEWER INVERT EL ---_ NEW MANHOLE ON EXISTING MAIN dam',q O M N m c0 r'O M 1�0 OI M 1�< N u"! t0 I� W N W O N N a µ IN N 71a •-M 'N N 0 - O OD O N O W O W O W O OMD OOi Of N aDI N c0 h 0 I�m 00 I� N tp 0>W O1'a0 0/W O>�a0 m i� Ir r n N a dam- a CD(o 'O m ao m �o�o ao�o co co w co 0 a't d a SHEET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+87 C3.1 FOUR POINTS II VERONICA WAY SEWER MAIN PROFILE M SANITARY SEWER o PROJECT:13-132 HORZ. SCALE: 1" = 3d ' VERT. SCALE: 1" = 6' AS BUILT PI DATE:07-21-20 I j I I I 65' WIDE RIGHT OF WAY I I oN oN N 10' UTILITY M m EASEMENT -(TYP) NOTE: CONTRACTOR TO VERIFY STA 2+21.23, 43.00' LT 38 LF 8" DI WATER MAIN DEPTH OF EXISTING WATER MAINS 10' UTILITY EASEMENT (TYP) AND BLOWOFF ASSEMBLY PROPOSED PRIOR TO CONSTRUCTION. IF v f ( I m INV 1688-13 t LOT4BLK2 DISCREPANCY IS FOUND CONTACT I I Z a 'a ENGINEER I � w SCALE \\ 4688.17 132,961 SF Ic' a 65' WIDE RIGHT OF i " ( ( N " STA 2+21.23, 5.50' LT n L5 su 60 WAY 1 8"x8"TAPPING TEE 3.05 ACRES AND 8" GATE VALVE - -- 5 50' LT I 1 { PROPOSED T VALVE BOX J STA 4+75.59, 10.50' LT LOT 2 BLK 3 Z ..-._. do '- G do in \dfl ---- do EXT'G 8" GATE VALVE TO ADJUST GRADE'G -- = AND 8" TEE GATE 100,845 SF - - 2.32 ACRES o .. - . .. EXTG 8" DI I - - o U q WATER MAIN wv - -I-- - 3+00- - - w _ w w w w o+oo BLONDIE STREET w - w W w W w w -w o w olt w i00 +37 - o - - 1+00 W ---- W -2+00 4 101 _ 1 E --• I - --- o m y 30' ACCESS AND U., U -- 8" SDR35 PVC - -- -° I UTILITY EASEMENT z N ro - - - SANITARY SEWER _ - -- - -- -- ° --- - G U -v--- gg = _ STA 5+24.23, 10.61' LT P UP p m P !P UP � •� - - - - - STA 2+28.03, 5.51' LT - -G-1 -- -- - --- - 48 LF 8" DI WATER MAIN EXTG 8" EXTG FIRE I 1� AND BLOWOFF ASSEMBLY .<GATE VALVE 8"x8" TAPPING TEE _ T HYDRANT I " I INV 4fi80.14 t EXTG FIRE - � � AND 8" GATE VALVE � �� � 4690.14 HYDRANT ! _ PROPOSED * c"Rs G. k�✓`' „ STA 2+28.03, 38.00' RT I I e DESK ,v �, y k' ��; rc \ 44 LF 8" DI WATER MAIN LOT 3 BLK 3 zs Pc u K i i i / ( I 100,413 SF 7� T iA v AND BLOWOFF ASSEMBLY 1 f NV+669r t v( ( 2.31ACRES 4688.93 PROPOSED LOT 2 BLK 1 ( I I I DRAWN BY: MPJ 116,693 SF I� F I I I REVIEWED BY:CGB 2.68 ACRES W NOTES: BLONDIE ST WATER MAIN PLAN I I I I ! I 9 I i I PROJECT ENGINEER:MPJ HORZ. SCALE: 1" = 30' DESIGNED BY:MPJ 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH �41 INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TV) MAY NOT BE o STRAIGHT LINES OR AS INDICATED ON THE PLANS. 2. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. U H 3. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. 4. BACKFILL & COMPACT TRENCH FROM REMOVAL OF SANITARY SEWER & WATER MAIN PER CITY OF W BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL �MInn 5. ALL SEWER SERVICE ARE SDR26 UNLESS OTHERWISE NOTED. INSTALL ALL SERVICES AT 2.0% MIN SLOPE. 6. MAINTAIN 6" VERTICAL SEPARATION BETWEEN SEWER MAINS AND UTILITY SERVICES. 0.4 w !, 7. MAINTAIN 18" VERTICAL SEPARATION BETWEEN SEWER MAIN AND EXISTING UTILITY MAINS AS SPECIFIED ON PLANS. EXCEPT FOR STORM SEWER MAINS. f 4710 4710 -- - ---- -- -- -- -_...�_ ADJUST EXISTING VALVE BOX ..-._ COVER TO FINISH GRADE _ 0 _.) EXT'G FIRE I -- -- HYDRANT .._ 4700 / f -_...- --- -. 4700 -- FINISHED GRADE AT 40 LF 8 DI WATER MAIN SAWCUT AND REPLACE --- -.-.-. EXTG GROUND P h AND BLOWOFF ASSEMBLY EXISTING ASPHALT _ _ �1 a® INV 4646%:E t MATCH EXISTING SECTION -�-- - _. - - - _ -- - - - __-_ ._ J J f 3xl2" A-2000 CONDUITS II STA 5+24.23 11 /�/T�� C� 8"XS"TAPPING TEE - /{J 1x4" SCH 40 CONDUIT 8" CAP WITH BLOWOFF b"M44 AND 8" GATE VALVE - - - -/ - _ - - - -- --- _.... _ INV "^�� - v EXT'G 8' WATER MAIN - ---- - �p 4695.54 -�P � u 4690 " -- ------- ------ - -_---- II-- -- 0.14 A II INV 4689-9& -------- --- --- --- ----- - ----- -------- 4 m STA 2+21.23 -- STA 2+28.03 w __ � W --- W w W 8'x8" TAPPING TEE 8%8"TAPPING TEE - - - W v INV 4688-13 t ..INV 4E86A f 8" SEWER MAIN 49 LF 8" DI WATER MAIN .5 8 ^N .. 4688.17. .-..... 4688.93 ..... --- _._- ----- - __- -_ -_ __ STA 4+77.03 _. . .__ s MH -, a_ o N O 6 EIIBERWICKEST STA 4+69.40 " GATE VALVE_-,,, { 4680 - _ -- INV 4689.01 t 4680 !y� EXTG 8" GATE VALVE STA 4+75.64 0 ® » ADJUST VALVE BOX ---..... _..... _..-_.... t .. 3 - FINISHED GROUND EL. WATER INVERT EL. 8"x8" TAPPING TEE c TO FINISHED GRADE INV 4689.00 _. 4675 4675 v "r 0 O^ O� MOM! �O QM O� �n �� 0]� �p 71 00 oo W 0^p W W m W m OD m-0 W c0 W W of W Oi Oi rnm rnro rnm rnm rnm rn.0 rnoo 5 as as cow �� �� ao ao "'o rn� aorn o a as �<r as a� ae as as �a E 0+00 1+00 2+00 3+00 4+00 S+oo s+so SHEET U C4.® KIBERWICKE ST WATER MAIN PLAN 1 2 FOUR POINTS U BLONDIE ST WATER MAIN PROFILE WATER HORZ. SCALE: 1" = 30' '. HORZ. SCALE: 1" = 30' PROJECT:13-132 VERT. SCALE: 1" = 6' AS V II � S DATE:07-21-211 '. O O N 1�s STA 7+67.82, 140.90' LT120 LF 8" DI WATER MAIN AND BLOWOFF ASSEMBLY INV-*685.19't 4685.22 STA 7+67.82, 20.81' LT m m w c ( I 8"X8"TAPPING TEE AND 8" GATE VALVE- - IvN SCALE ( 0 II STA 7+59.82, 20.79' LT g 17 I 0 IS 30 60 ( E 8"X8"TAPPING TEE .I} I I AND 8" GATE VALVE o:2 I"-30' I { I j STA 7+59.82, 15.00' RT o { ( /J 36 LF 8" DI WATER MAIN ss .rn I d� 3 AND BLOWOFF ASSEMBLYINV 48i -'- m o /J - '� r 4685.50 III STA 1+98.95, 9.46' LT EXTG FIRE Z //� dj m ri ,/i w o HYDRANT I �.- ,� "' ,� it -. w 8"x8"TAPPING TEE I I C d �'i /�/ '/ / / _ — —..�. ILa STA 1+98.95, 37.78 LT AND 8" GATE VALVE / o o`� 28 LF 8" DI WATER MAIN I c> ( { „� / r rr%•'�,/r./,/ ,i/ AND BLOWOFF ASSEMBLY ipigry INV�o�;,�&t v -- I-- —— —C UP r r / — — — —� .i / // "'/ ,/ / / 3 -._.. L / z -7 — —� — -7 i---- �S —`7=-7 — IS---—J �.S---`J _= _-- 1 d(t -- d n do do do — do— do n do do do do — L- - - - - - - - - -- -- -- - - - - — -- — Jill lip M M M M III M M M M m M M M M M— M hA µ., M m M M /M f _ - / 5 ill9 5+00 / /8+00, �7+ 0+00 0 1+00 2+00 3+00 4+ _ z_,> _ -{ s--,e ,_.,,. g -_. - �. ".�-g 7�87.s - - -I—",- _-5=1---5-=�-3 ors_`.-"-_ 5' ,` LL"s s s--'' s s III H9tl �o i -/ 8T PE I VERONICA WAY — ,. N h - - - - - -- — - - - -- hu -- -- — d-- - - < � / - -- --- -- - - - -- -- - � _ DRAWN BY MPJ P L... _ _ (—I EXISTING 30'UTILITY I REVIEWED BY:CGB — — — — — — — — — — — sU- I STA 4+63.74, 11.86' LT EA EM ENT 11 -, PROJECT ENGINEER:MPJ p_ DESIGNED BY:MPJ { I ( STA 4+16.35, 10.64' LT EXTG 8" GATE VALVE I. ADJUST VAVLE BOX TO 8'x8"TAPPING TEE PROPOSED STA 3+75.85, 10.42' LT ( ( I I AND 6 FINISHED GRADE" GATE VALVE UTILITY EASEMENT Fi r� CUT IN 8" GATE VALVE i U I ON EXISTING MAIN ! I R. p INV8999 t 4689.67 NOTE: CONTRACTOR TO VERIFY (~ I I ADD THRUST RESTRAINT ( STA 4+16.46, 37.99' LT DEPTH OF EXISTING WATER MAINS PER DETAIL 48 LF 8" DI WATER MAIN PRIOR TO CONSTRUCTION. IF c I 30' ILITY EASEMENT AND U BLOWOFF ASSEMBLY DISCREPANCY IS FOUND CONTACT x' I INV 4690.14�689-86 f ENGINEER Q ir U � VERONICA WAY WATER MAIN PLAN ~ HORZ. SCALE: i" = 30' ® 4710 4710 pC I 1�� FINISHED GRADE EXTG GROUND -- -- _ { 4700 4700 _ STA 1+98.94. 8"xB" TAPPING TEE — -- INV 4694.69 4691.53 F- ---._-- EXTG 8" WATER MAIN - -- -- - -- 3x12"A-2000 CONDUITS \ W __ ---- --�- 18" MIN. 3x12" A-2000 CONDUITS 1x4 SC CONDUIT------ - ---- ---- -- -- ---- 1x4" SCH 40 CONDUIT--- -- 2 V�vll 40 -- - -_-_ TA 7+63 8 '--- `--- II TEE 4690 4690 EXTG 15" SEWER MAIN— --- ---- ---- -------- -------- ------ APPINGTIQ}____ 8"X8"T -- ---- ------- NV m Q _. ....... — _ ..-- -STA 4+63.73 '- - __ 4685 22 -. -_.._ a �n _ - — EXT'G 8" GAVE VALVE --- -_-- -- Ir^"I .., -- - EXTG 8" WATER MAIN -- " �1 P+ — - -- -- ADJUST VALVE BOXNo TO FINISHED GRADE ---- a ...... -----... -- ___ .... _ < � STA 7+59.B2 8"X8" TAPPING TEE i m N EXTG MANHOLE (TYP) STA 4+16.35 _ IN �&8�2-�t_ _�_. 4680 0 -8"xB"TAPPING TEE —' - 4685.50 0 4680 - - STA 3+75.85 INV 4688.99 t ..__ _..._— _..- .... ... __... - - ...__ .. . _ INSTALL 8" GATE VALVE ... _.. I-4690.14 -- - .—. ...—.— ON EXISTING MAIN WITH STA 4+11.38 -__. �_ g ICI fCu='11 THRUST RESTRAINT .. ..---- -- -_. __. ....--_.—_ .- ...—... .i A �. INV�0o9-R I t EXISTING 8"x6"TEE 4689.67 INV 4689.01 f o - —_� —.-..—. .._ EXTG 15" SEWER MAIN a <4 0% i -- -. --- FINISHED GROUND EL.- --- EXTG SEWER INVERT EL. NEW MANHOLE ON -- — — - a EXISTING MAIN 4670 ` 4670 f - SHEET O 6 O I,O .0 C4.1 0 m ow o w m n o m FOUR POINT S T 7+00 7+87 0+00 1+00 2+00 3+00 4+00 5+00 6+00 ATER VERONICA WAY WATER MAIN PROFILE PROJECT:13-132 HORZ. SCALE: 1" = 30' DATE:07-21-20 VERT. SCALE: 1" = 6' I t I i F' I I R2-1-25 df1 - o U Q / L 9" HIGH 0 •aai W1-2 CONTROLLEDSCALE W16-7P CROSSING PER '- b / 0 20 40 so a II / COB DETAIL o eronica w.r 30"X24j 02581-1 9" HIGH N YELLOW CURB _ — I w z 1"=40' I I YELLOW CURB PAINT (TYP) NOTES .. , R1-1 PAINT (TYP) 'III I VISION TRIANGLE I c I, a I y—I - 1. ALL PAVEMENT MARKINGS SHALL CONFORM p 0 30"X30" / / / WITH CITY OF BOZEMAN STANDARDS AND U n\ (TYP) MANUAL ON UNIFORM TRAFFIC CONTROL z 36"X30" -� / / J I DEVICES (MUTCD) STANDARDS. 0 c� 2 AND 8" ORALL V LARGER ERSE ALANE LINE PAVEMENKINGS, WORDS, TBOLS, a a N L_ - - ,MARKINGS SHALL BE PREFORMED ow __�y��®��CA�A� _— / / YELLOW CURB C� THERMOPLASTIC TAPE (PRE-MARK). a o m VERONICA iq WAY 1 c— _ /' / PAINT (TYP) — — — — — — — — — — — — — ' 3. ALL LONGITUDINAL MARKINGS LESS THAN 8" SHALL BE EPDXY. r- _ _ _ _ _ / ' / Z N M 4. PAINT ALL INTERSECTION, DRIVEWAY, AND 0 --- � CROSSWALK CURB FACES WITH YELLOW EPDXY — — — — — — — — � AS SHOWN ON THE PLANS. R2-1-25 Wii-2 � I T 9" HIGH "yam' � W16-7P 5. REFER TO BOZEMAN DETAIL DRAWING 02581-2 Gp" FOR UNCONTROLLED CROSSINGS AND DTL DWG 02581-1 FOR STOP BARS.9" HIGH Veronica w-y p�p��UNCONTROLLED CURB DELINEATOj ad 6. PAINT CURB WITH YELLOW EPDXY WITH FROMCROSSING PER TYP 30"X24" COB DETAIL I R1-1 H R ON EITHER SIDE OF ALL FIREREMOVE EXISTING DEAD END BARRICADE 02581-2 '- HYDRANTS.30"X30" 24"X12" CONTROLLED CROSSING PER COB DETAIL VERONICA WAY SIGNING& 30"X30" I DRAWN BY: MPJ a I I STRIPING PLAN REVIEWED BY:CGB HORZ. SCALE: 1" = 40' PROJECT ENGINEER:MPJ DESIGNED BY:MPJ 1 \ I 1 W11-2 VISION TRIANGLE I 2" PREFORATED SQUARE TUBE I W76-7P (TYP) R2-1-25 CURB DELIN(TYP)- I I POST(14 GAUGE) Z _ >� SCALE , LMR I I FASTEN POST TO SLEEVE WITH -5W 0 20 40 80 ^� CONTROLLED I CORNER BOLT(A325) 1 Yz" ABOVE L CROSSING PER FINISH GRAGE. INSERT BOLT HEAD � \ COB DETAIL CFROM rAe'l3D"X24" MPACT..INSERT DRIVE ORIVET INTO D H 1".40' UNCONTROLLED ' ° CROSSING PER , 30"X30" FINISH OPPOSITE SIDE. CCID OB DETAIL 4"X12" GRADE o 02581-2— = dfl do fl dfl fl ��� • 4" X 30" 12 GAUGE Ind CW!] _ YELLOW CURB_ NON-PREFORATED SQUARE TUBE SIGN 11�� �Tq�1�1� STREET PAINT (TYP) — POST SLEEVE (TELSPAR "QUIK -�''� ._ - -- -- -- -- -- Y9L®lal i91L1Ld eJTJL®JL:ET - - - - - - - - - - - - — — — PUNCH" OR APPROVED EQUAL) 24" .a UP UP UP UP UP UP _ — — — 11-9 — — — — \— — — — — — 'C INSERT SIGN POST 18" INTO SLEEVE 'fit a W16-7P 3. �71 / YELLOW CURB 9" HIGH h�I I° I I �9,.-�- M-4000 CONCRETE ANCHOR s PAINT WITHIN 35' YELLOW CURB F ff, `,./ I / ON BOTH SIDES \ PAINT (TYP) I Fi O OF CROSSING Blondie sa I I Z I I SIGN POST FOUNDATION DETAIL W 3®,, / / ' R1-1 _ I I dry ,.X12" !+I SIGN BLANKS MOUNTED HE STREET I I I I I I BACK TO BACK ON POST _ 30"X30" _ th SIGNING&STRIPING PLAN I h•-1 N HORZ. SCALE: 1" = 40' vT�o F Q I I I 2' (MIN) _ �1 i W d�- I �j A art U] I ~�►pq� to F >n EXISTING STOP V CQ 2" PERFORATED STAND SQUARE TUBE POST(TELSPAR 7' (MIN) REMOVE EXISTING DOUBLE I..,I ���111 OR APPROVED N YELLOW THROUGH PROPOSED `+, EQUAL) N SCALE MEDIAN STRIPING y FF���II I z 0 20 40 80 PROPOSED MEDIAN 0 l'I j ,w, EPDXY (TYP) o an STRIPING, 8 L CONNECT TO 4" DOUBLE YELLOW EXISTING' m 2 1"= TING STRIPING " SINGLE WHITE PRE-FORMED I — — — — — — — — — — — — — — — — — — — — — — - THERMOPLASTIC TAPE A v R PWR--- PWR -»- PWR .. - - PWR a PWR PWR _T • ATTACH SIGNS TO POST WITH DAVIS LANE RIVETS (MIN. 2 PER SIGN) SHEET C5.® PROPOSED CURB ° PROPOSED MEDIAN EXISTING SIGN NEW LEFT TURN STRIPING, CONNECT TO I DETAIL FOUR POINTS II CURB DELINEATOR WIDENING (TYP OF 4) LANE AND ARROW EXISTING STRIPING 7 SIGNAGE / -o TYPICAL SIGNAGE o DAMS LANE N.T.S. o PROJECT:13-132 SIGNING&STRIPING PLAN AS BUILT � DATE:o7—zl—zo F HORZ. SCALE: 1" = 40' E t I 10' UTILITY 10' UTILITY N N 65' ROW w I EASEMENT EASEMENT a rn r>N 10' 6.5' GRASS 1 I 17.5' TBC TO ROAD CL 17.5' TBC TO ROAD CL 6EV S' FUTURE SHARED USE PATH BOULEVARD o N BOULEVARD SIDEWALK O 6" THICK m 1' 1• ao 2' ,I FUTURE 5.0% 2.0� 2.0% 2.0% z z LANDSCAPING f- - °- 3.0% 3.0% �_ 5.0% w �\��\ \\ _-- - - -- _� ROUGH GRADING LIMITS � GROUT TOP OF SUBGRADE Y / y q.�M o 0 EXISTING A;� M-4000 CONCRETE \Ak SLOp EXISTING D o ND W/ FIBERMESH REINFORCING e N C5 3" MIN GRAVEL BASE PROVIDE 2' ci E i GRAD STABEE�� 6" DEPTH TOPSOIL OVERLAP OF " (MIRA 6 a�' C.O.B. CONC. GEOFABRIC 3" ASPHALT �GVER .,��� ....,,...r, CLEAR & w o w GRUB LIMITS CURB & GUTTER (TYP.) AND GEOGRID SURFACE COURSE GRUB LIMITSCLEAR & o ¢m NORTH & WEST 6" OF CRUSHED GRAVEL BASE UNSTABLE SUBGRADE a a v COURSE (1-1/2" MINUS) L PLACE TENSAR TX-190L GEOGRID OVER 8 OZ NON-WOVEN FABRIC SOUTH & EAST a (MIRAFI 18OX OR APPROVED EQUAL) ON SMOOTH ROLLED EXISTING 21" PITRUN GRAVEL (6" MINUS) SUBGRADE AT DIRECTION OF ENGINEER. z OVERLAP GEOGRID 24" MIN AND TIE AT 24" SPACING. ROADWAY NOTES: OVERLAP FABRIC 24" MIN. 1. STRIP AND REMOVE ALL TOPSOIL AND ORGANICS IN NEW � TT *PROOF ROLL TO DETERMINE IF SUBGRADE IS STABLE OR UNSTABLE ROADWAY/SLOPE WORK AREAS. L 1 1 DETAIL ENGINEER SHALL WITNESS ALL TESTING 2. PERFORM EXCAVATION OR PLACE CLEAN COMPACTED FILL AS �•0 TYPICAL ROADWAY SECTION-65'ROW NECESSARY TO MEET SUBGRADE ELEVATION. COMAPCT EXISTING N.T.S. SUBGRADE PRIOR TO PLACEMENT OF FILL. 3. ROLL AND COMPACT SUBGRADE. COORDINATE WITH ENGINEER TO Ge PROOFROLL TO DETERMINE IF STABLE OR UNSTABLE. 4. INSTALL TENSAR TX-190 GEOGRID OVER NON-WOVEN FABRIC IN UNSTABLE SUBGRADES. OVERLAP A MINIMUM OF TWO FEET. TIE GEOGRID AT 24" SPACING. AT DIRECTION OF ENGINEER. 5. INSTALL NON-WOVEN FABRIC ON STABLE SUBGRADES. OVERLAP DRAWN BY: MPJ EXISTING FABRIC A MINIMUM OF 2'. 10' UTILITY 10' UTILITY 6. PLACE IMPORT PITRUN TO A DEPTH OF 12" MAXIMUM, ROLL AND EASEMENT 60' ROW REVIEWED BY:CGB COMPACT, COORDINATE WITH ENGINEER TO PERFORM COMPACTION EASEMENT 5' FUTURE 6.5' _ 6.5' 5' FUTURE PROJECT ENGINEER:MPJ TESTING. ADD WATER AS NECESSARY. SIDEWALK BOULEVARD 17.5' TBC TO ROAD CL 17.5' TBC TO ROAD CL BOULEVARD SIDEWALK 7. PLACE ADDITIONAL PITRUN DI OBTAIN THE 2N TOTAL DEPTH. DESIGNED BY:MPJ ROLL AND COMPACT. COORDINATE WITH ENGINEER TO PERFORM COMPACTION TESTING. ADD WATER AS NECESSARY. 8. APPLY STERILANT OVER ENTIRE PITRUN AREA. 9. PLACE 1-1/2" MINUS BASE COURSE OVER PITRUN. ROLL AND COMPACT, ADD WATER AS NECESSARY. COORDINATE WITH 1' i' O ENGINEER TO PERFORM COMPACTION TESTING. 2' 70. COORDINATE WITH ENGINEER TO PERFORM ROLL TEST, 0 11. PLACE 3" THICKNESS OF ASPHALT. FUTUREwl 0 LANDSCAPING 5F_0% 2.0% 3.0% 3.0% 2.0% 5.0% -_. _ TOP OF SUBGRADE Op6 j j� -� 4.' ROUGH GRADING LIMITS ® A EXISTING A;� M-4000 CONCRETE \AX S�OpF EXISTING GROUND GROUND W/ FIBERMESH REINFORCING v \ E"a v H 3' MIN GRAVEL BASE STABI=E S BGRA PROVIDE 2' o,.,�� „� �o ,�,�,���� �°oo,� n�,o.�� h+l FUTURE 6" DEPTH TOPSOIL OVERLAP OF 3" ASPHALT GIVER R966 .MPAGT61) S CLEAR & w C.O.B. CONE. GEOFABRIC CLEAR & SURFACE COURSE �^��� GRUB LIMITS GRUB LIMITS CURB & GUTTER (TYP.) AND GEOGRID Q NORTH & WEST s" OF CRUSHED GRAVEL BASE UNSTABLE SUBGRADE COURSE (1-1/2" MINUS) PLACE TENSAR TX-190L GEOGRID OVER 8 OZ NON-WOVEN FABRIC SOUTH & EAST (MIRAFI 180X OR APPROVED EQUAL) ON SMOOTH ROLLED EXISTING H 0 PITRUN GRAVEL (6" MINUS) SUBGRADE AT DIRECTION OF ENGINEER. 24" OVERLAP GEOGRID 24" MIN AND TIE AT 24" SPACING. OVERLAP FABRIC 24" MIN. I� LANDSCAPING A2 4:1 MAX SLOPE (TYP) �\ *PROOF ROLL TO DETERMINE IF SUBGRADE IS STABLE OR UNSTABLE c) Pa L b \DETAIL ENGINEER SHALL WITNESS ALL TESTING a �o TYPICAL ROADWAY SECTION-601 ROW N.T.S. 10 3" OF 3/8" MINUS NATURAL FINES EXISTING' ROW 2%CROSS SLOPE TYP EXISTING 3" MINIMUM OF 3 4" EXISTING 13.5' PROPOSED / EXISTING 24' ASPHALT WIDENING BOULEVARD- 3 MINUS CRUSHED BASE BOULEVARD AND WIDTH FUTURE SIDEWALK WIDTH VARIES H VARIES vT� w M MATCH EXISTING Y F+1 00 NOTES" NATIVE SUITABLE BOULEVARD m SUBGRADE 8 OZ NON-WOVEN 1. 3/8"MINUS NATURAL FINES TO CONSIST OF 80%SAND,10% 3 2 I..� 'J p GEOTEXTILE FABRIC SILT AND 10%CLAY. 0 2.0% _ P h ,H�„� in 5.0% 2.0% 3'0% EXISTING GROUND 2. SUB-BASE, BASE COURSE&SUBGRADE SHALL BE COMPACTED .0% TO 95%PER ASTM D-698. EXISTING GROUND G �3- f,YjSnN o 3. A SOIL STERILANT SHALL BE APPLIED TO THE SUBGRADE Ey,\5�\N PROPOSED C.O.B. PRIOR TO PLACEMENT OF THE GRAVEL BASE. �`'� CUORB & GUTTER (TYP.) DETAIL EXISTING GROUND SPILL TYPE EAST O E STABLE SUBGRADE U 00 C6.0 GRAVEL FINES TRAIL EXISTING 4" ASPHALT PLACE 315 LB WOVEN FABRIC (MIRAFI 60OX OR APPROVED EQUAL) CIO EXISTING C.O.S. CONE. OVER ROLL COMPACTED SUBGRADE H TYP.) SURFACE COURSE MATCH EXISTING CURB & GUTTER CATCH TYPEROAD SECTION UNSTABLE SUBGRADEtn WEST EXISTING 6" OF CRUSHED GRAVEL PLACE TENSAR TX-190L GEOGRID OVER 8 OZ NON-WOVEN FABRIC BASE COURSE (1" MINUS) (MIRAFI 180X OR APPROVED EQUAL) ON SMOOTH ROLLED EXISTING - j (6" SUBGRADE AT DIRECTION OF ENGINEER. EXISTING 24" PITRUN GRAVEL E MINUS OVER EXISTING6" OVERLAP GEOGRID 24" MIN AND TIE AT 24" SPACING. OVERLAP FABRIC 24" MIN. SKEET �\ 1C Gg ENGINEER EOTEXTILE FABRIC / DETAIL -PROOF SHALL WITNESS O DETERMINE ALL T STI GRADE IS STABLE OR UNSTABLE C6.0 �0 TYPICAL ROADWAY SECTION-DAVIS WIDENING T FOUR POINTS II t Q N.T.S. �j T��T SECTIONS CT:13-132 d AS B�L.J IJ1Laj ' DATE:E07-21-20 0 0 N CAST IRON TACTILE w I I 1 � o I I N SURFACE (TYP.) ^o +I � 5' TRANSITION SECTION FROM 1 > EXISTING CURB TO DROP CURB: tO 1` EP EP VARIES m'a a 6' SLOPE ASPHALT a w EXPANSION,JOINTS COMPLETELY 8'1.- VAR ES 1.5 V�_RIES CONCRETE o 3 AROUND SIDEWALK SECTION 4" THICK P.C.C. FOR 5' WIDE SIDEWALKS ; 6' VARIES 6' a a 6" THICK P.C.C. FOR 6' & 10' WIDE SIDEWALKS COMPACTED z z BASE ROCK _ DRIVEWAY THROAT WIDTH CURB & APRON POURED MONOLITHIC NOTE' - 0 o SEE SITE PLAN UNLESS OTHERWISE APPROVED WINGS ADJACENT TO BOULEVARD ARE CE 3" COMPACTED CRUSHED WINGS ADJACENT TO CONCRETE SURFACE ARE 6' U U I' 1= ROCK BASE o Z ,COMPACTED - COMPACTED SUBGRADE m v 7" M-4000 PSI�� SUBGRADE jll� �� - ��_ a a CONTRACTION JOINT VARIES CONCRETE, REINFORCED Ip I IIT-Hall_ frl o � WITH #4 BARS ON 2'x2' ��w GRID o a m EXPANSION JOINTS AT CURB RETURNS NO LIP NOTES: NOTES. a 1'� 1. P.C.C. SHALL BE 4.000 PSI 0 28 DAYS. CONCRETE 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. w BACK OF CURB TO BE PLACED ON APPROVED SUBGRADE AND BASE ROCK. 2• SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS SHOWN i N M SIDEWALK CONTRACTION JOINTS 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' ON GRADING PLAN. MAXIMUM CROSS SLOPE - 2% MIN. 3" OF 1° INTERVALS AND SHALL EXTEND A MINIMUM OF 20% 3. CONCRETE SHALL BE$HALL PSI ® 28 DAYS. SPACED AT 5' INTERVALS - MIN. FLOW LINE 4. CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS EQUIVALENT TO THE DEPTH 1". EXPANSION JOINTS SECTION THROUGH RAMP CRUSHED ROCK THROUGH THE CONCRETE. TO BE PLACED AS 25' a EDGE OF GUTTER BASE WIDTH. 3.ASPHALT PAVEMENT SHALL BE PLACED TO ENSURE NO 5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS AND AS ®rw INTERVALS. VARIABLE PONDING ADJACENT TO CONCRETE SWALE. SHOWN ON ADDITONAL DETAILS.(5.5' TYP.) NOTES:CONTRACTION JOINTS TO BE 1. TRUNCATED DOME PANELS PER CITY OF BOZEMAN STDS SPACED AT 10'INTERVALS IN 2.ALLRAM S WITH ACCE S WAYS SHALL ONFORM TO THE 3 DETAIL 4 DETAIL � CURB & GUTTER CONCRETE VALLEY GUTTER ce.i CONCRETE SIDEWALK COB DETAIL NO. 02529-1 N.T.S. oil EXPANSION JOINT MATERIAL SHALL BE 1/2"THICK PRE-FORMED 2 DETAIL BITUMINOUS TREATED FIBERBOARD FILLER. ALL CURB REPLACEMENT SHALL C6.1 ADA ACCESSIBLE RAMP DRAWN BY: MPJ BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. N.T.S. REVIEWED BY:CG PROJECT ENGINEER:MPJ GRADE ESTABLISHED AS 1/4" RISE PER FOOT ROM TOP OF ADJACENT FULL HEIGHT CURB SIDEWALK DESIGNED BY:MPJ R MATCH EXISTING SIDEWALK GRADE ' , SIDEWALK DRIVEWAY BACK OF R *5' TYP 5.5' TYP---.II CURB i .4. z (VARIES) I STREET PT °° °° O 1/4" PER FOOT_ SURFACE B.. ..__ rLo V7 z �- - - F 1' (TYP.) �1 -- DOWEL WITH 24" NO.5 C JOINTSSI N I� A - ---�_ REBAR, Y INTO BACK 0 - _ "' '"-"�----- OF CURB, 3" CLEAR >�- a a WASHED ROCK CURB & GUTTER Data 2% MAX. 3" MIN. MIN. 6"THICK \ A - Q� A H-I M-4000 CONCRETE COMPACTED SUBGRADE o00o MIN 5 - 5' OR 10' SIDEWALK (TYP.) * OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH 5.,000 LP'NDING`I N I 000oo yl 1:20 MAX. 0.000 24" Min o I DETAIL a N REINFORCE CONCRETE IN RAMPS WITH om o 0 0 0 0 0 0 o C6.1 CONCRETE DRIVEWAY APPROACH FIBERMESH AT A RATE IF 1 1/2 lbs./C,Y. B e .... o 00 N.T.S. OR WITH 6x6x10 GAUGE WIRE MESH C OWEL SEE PLAN z a DEPRESS CURB TO 5.4"(0.45') 6" THICK THIS LINE FOR ti 24^ CONCRETE SURFACE CURB DROP. ~" g R = 15' OR AS INDICATED ON PLANS �-EXPANSION FLOW LINE 2„ JOINT RAMPS TO BE CONSTRUCTED WITH DETECTABLE SPILL CURB WARNING SURFACES COMPLYING WITH ADAAG, STORM DRAIN INLET i/2"PER V SLOPE 1.5" 4• TOPSOIL< 3" CATCH CURB � COVERING THE ENTIRE WIDTH OF THE RAMPS. ONE (TYPICAL LOCATION) L(TYP.) 4"R 4.5' _ 5�3/4",f + CORNER Of THE DETECTABLE WARNING MUST BE WITHIN 8" OF GUTER.FLOW LINE; NO OTHER POINT a _ _ _ ON THE LEADING EDGE OF THE DETACTABLE WARNING t2" - am , °- " Q" MAY BE MORE THAN 5' FROM THE FLOW LINE. 12 5-0 1 p I 75 TOP OF CURB '4 TRANSITION TO NORMAL SIDEWAL g• a W IT ° ELEVATION. DISTANCE VARIES. rFa o Oo O j SIDEWALK m � GO 0 0 0 O o O O o O o 0 0 O O NO LIP 9'S" 5.5" NO LIP 0 0 0 0 0 0 0 o O o O o O o O 5' SIDEWALK 5.5" m CEASE ED 3RM MIN. 0000000000000000000000000000000 O LANDING FLOW LINE A N 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l 1 VARIES SECTION B-B _ a�..q, a F, Ian_ r 1:12 10 MAX. NO SCALE SUB BASE COURSE r :20 M F"y AS REQUIRED _ 6" (�] -_-_m_ / O STANDARD 2 112" DEPRESSED COMPACTED SUBGRADE 6 CURB SECTION SID�EwWALK LANDING NOTES: 6" RAMP CONCRETE 3" GRAVEL BASE (TYP.) N O r'Ti 1.CONCRETE SHALL BE CLASS M-4000. 5.1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED SECTION A-A AT ALL P.C.S., P.T.S., CURB RETURNS AND AT NOT H H 2.SUBGRADE OR BASE COURSE COMPACTION SHALL MORE THAN 300' INTERVALS. THE EXPANSION �„ CONFORM TO SECTION 02234 (MPWSS) MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH NO SCALE �111, OF THE CURB AND GUTTER. SECTION C-C "`ia 00 3.CRUSHED BASE SHALL MEET THE REQUIREMENTS OF SECTION 02235 (MPWSS) A FINAL FORM INSPECTION BY THE CITY ENGINEER NO SC 6.NO CURB AND GUTTER SHALL BE PLACED WITHOUT /-{ ALE 4.CONTRACTION JOINTS SHALL BE PLACED AT 10' OR HIS REPRESENTATIVE. CONSTRUCTION NOTES: INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF SHEET 1. STANDARD APPLIES TO NEW CONSTRUCTION, WITH MAX. CURB R=15', AND MIN. 5.5' BOULEVARDS. tI 3/4"AND MINIMUM WIDTH OF 1/8". 2. RAMP AND CURB CAN BE POURED MONOLITHICALLY. C6"I 3. STORM DRAIN INLETS SHALL BE CONSTRUCTED "UPSTREAM" OF RAMPS. ALTERNATIVE LOCATIONS PERMITTED ONLY UPON CITY ENGINEER'S APPROVAL. 2 FOUR POINTS II 4. RAMP WIDTH SHALL BE 5' MINIMUM. 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2%. DETAII.S s DETAIL 6 DETAIL �S �jJ��,�° DATOE:E07-21-02 C6.1 INTEGRAL CONCRETE CURB&GUTTER crtil PEDESTRIAN RAMP C.O.B. STD. DWG. NO. 02528-1 COB DETAIL N0. 02529-8 N N N NOTE: WHERE TRENCH PASSES a THROUGH EXISTING PAVEMENT THE o I I l -v/ PAVEMENT SHALL BE CUT ALONG A n NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH - - /%�✓��\ B OPENING. WHERE NEAT LINE IS LESSII THAN 3' FROM EDGE OF EXISTING � I I ( II��~ 3 PAVEMENT OR CURB AND GUTTER ' a SECTION. 30" MIN 36" MAX B�3 REMOVE AND REPLACE ENTIRE COVER TO TOP OF M11 A PAVEMENT SECTION BETWEEN TRENCH CONDUIT OR TOP 0 a AND EDGE OF PAVEMENT. SET 4" ON TOP UTILITY BACKFILL UNDER ROADWAYS TO MATCH 12 v) BEND REDUCER EXISTING ROADWAY SECTION, BACKFILL UNDER w z PAVEMENT 90' BEND UNDISTURBED EARTH SURFACE GROUND SURFACE UNDER ROADWAYS LANDSCAPED AREAS TO BE COMPACTED 0 g ______ PROVIDE 3" OF SUITABLE NATIVE FILL o 0 -- PIPE BEDDING N r i AROUND CONDUITS I� l; zo '� lT UNDER ROADWAYS PROVIDE 3x12" L o SLOPING, BENCHING OR A-2000 CONDUITS AND 1x4" A-2000 �i w 12 ,', 1! SUPPORT SYSTEMS IN THIS MIN TRENCH WIDTH CONDUIT MIN �. ' ,L k AREA TO CONFORM TO O.S.H.A.* 3', 4' UNDER w o TYPE "A","B',"C" I V> REGULATIONS DEAD END, BLOWOFF, ROADWAYS a m TRENCH BACKFILLH� - 12" MINIMUM 1"- MINUS COMPACTED OR VALVE I '� T CRUSHED ROCK. PLACED AND COMPACTED TEE OR CROSS o_a NNI � �Q '—� F <�% PER CITY OF BOZEMAN SIDS.y✓, 6"-MINUS PIT RUN. PLACED AND q4�D�ETAIL L SHALLOW UTILITY TRENCH DETAIL Z N M COMPACTED PER CITY OF BOZEMAN SIDS. REQUIRED JOINT RESTRAINED PIPE LENGTH WHEN N.T.S. TEE TEE (Plugged) - 6" INSTALL DETECTABLE WARNING TAPE USING MECHANICAL JOINT RESTRAINTS ,. 18" DEPTH DUCTILE TEE OR VALVE OR NIT IRON CROSS DEAD END 90 BEND 45 BEND STANDARD DIMENSIONS FOR THRUST BLOCKING 4„ SELECT TYPE I BEDDING MATERIAL PLACED PIPE IN 6" LAYERS AND COMPACTED THOROUGHLY SIZE LENGTH F(LENGTH FT LENGTH FT LENGTH FT CHRIS G. .k TEES 45' BEND �2)� �.END& AS SPECIFIED IN SECTION 02221. &' FITTING & PLUGS 90' BEND &WYES T—\�\�\�\�\\\� 6" 7 31 1s 9 10 Rc SIZE \\� \\ �. 6" 17 41 21 s 'cEHSEo r'I� A B A B IA B �X �_-III;III-11I-1I f�l -Tml T NOTES: 6" V-0,V-11"2'-5^ V-z"1'-10.1'-7^ V-9" 0'-10" TYPE II PIPE BEDDING WHERE 1, WHERE MECHANICAL FITTING JOINT RESTRAINTS, OR MEGALUGS, ARE S. z'-e" 2'-6" 3'-2" 3'-0" z'-5^ 2'-1^ V-9" 1'-6° T TRENCH WIDTH=O.D. REQUIRED FOR SOFT OR USED, THE PIPE ADJACENT TO THE RESTRAINT MUST USE RESTRAINING Q OF PIPE PLUS 2' SUBSTABLE FOUNDATION. GASKETS AT PIPE JOINTS FOR THE LENGTHS SHOWN IN THE TABLE. 1 DRAWN BY: MPJ 12" 4'0"3'-10 4'-B" 4'-W 3'-B^ 3'-3^ 2'-7^ 2'-3• MIN. TRENCH WIDTH=3.5' INSTALL ALL MECHANICAL JOINT RESTRAINTS AND RESTRAINING GASKETS REVIEWED BY:CGB PER MANUFACTURERS RECOMMENDATIONS. PROJECT ENGINEER:MPJ NOTES: 1. THESE TABLES ARE BASED ON 150 PSI MAIN 2. THESE VALUES ARE PROVIDED USING THE EEBA IRON SOFTWARE PRESSURE & 2000 PSF SOIL BEARING PRESSURE. *SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION WITH THE FOLLOWING CRITERIA: SOIL TYPE CL, FACTOR OF SAFETY OF DESIGNED BY:MPJ 2, 6//FTT BURY DEPTH, 200 PSI TEST PRESSURE, TRENCH TYPE 5. 2. WRAP ALL FITTINGS WITH POLYETHYLENE, IF �DE DETAIL REO'D BY CITY OF BOZEMAN. �•2 WATER LINE JOINT RESTRAINT DETAIL Z N.T.S. REBAR ANCHOR o GO H I DETAIL z DETAIL c6.2 THRUST BLOCKING FOR WATER MAIN FITTINGS c6z TYPICAL UTILITY TRENCH DETAIL � FROM C.O.B. STD. DWG. NO 02660-1 cz C.O.B. STD. DWG NO. 02221-1 I®I 0 0 h H a ✓�✓ ^ F�1 c) 1 WATER BOXi TOP SECTIONVA✓ V� V � © 4 6" CURB BOX FINISH GRADE - 4 x \/A CONCRETE ��:. ///%////i�/i//i//if///,�✓�///,i�//i�\j/ ANCHORS j/jam !/;////i//i!/i//!/\//�/�//i!/i�/✓ice (� 8' 8' MAX IN 3' MIN. C) MUELLER H-15428 TO BACK OF CURB � STRAIGHT COUPLING WITH GALVANIZED INSTALL PLUMB WITH PUMPER NEW HYDRANT, OR BRASS CAP MUELLER MIN. 4'- 0" CLEAR NOZZLE FACING STREET "A" CENTURION ALL AROUND (TREES, B" 6.5' 250 HEDGES, BUSHES, MIN COPPER ETC.) SERVICE ELEVATIONS AS SHOWN �j LINE ON PLANS OR 0.2' w ABOVE TOP OF CURB ADJUSTABLE SCREW NOTE: COAT RODS WITH "KOPPERS" BITUMASTIC NO. 50 COATING OR EQUAL. [7� GRADE TYPE VALVE BOX a ^ ~ W 1/4 BEND GROUND LINE_ WITH LID m UT COMPRESSION 2 5^ to COUPLING WATER MAIN UNDISTURBED--_ THRUST BLOCK DIMENSIONS 6.5' MIN. CO ER Anchor �olVe 100 PSI 150 PSI 200 PSI 250 PSI 300 PSI 9 si: S1zC A IT B F C A B C A B C A B C ' B ' PROVIDE YB" *CONCRETE �._ 1 2 6„& 2'-0"2. 0 2'-0"z'-0' 2'-0°z'-o"z' o"2' o"2'-0 2'-D" 2'-0 2' o"z'-o"z'-7" y h+l V THRUST (� DIAMETER DRAIN 1 2 1 0" 2'-0°2'-0 2'-0"2'-6'2' 6 2'-0"2'-9"2' 6"V-6"3'-O 3'-0"3'-0 3'-7"3'-0 3'-0" z 0 LV O BLOCK TO MAIN LINE CURB STOP HOLE. BACK 1 2 " 2'-3"2'-0 2'-0"3'-0 Y-0 2'-8"3'-5"V-0°3'-0"4'-3 3'-0"V-0 W-I"3' 0'3'-0" o ,^ FILL WITH 2" COPPER SERVICE LINE 21 WASHED ROCK 1 14" 2'-3"2'-0 2'-0'3'-5 3'-0 3'-0"a'-s"3'-0"3'-0"a'-0 a'-o"a'-o 4'-9 4'-0'4'-0" o CORPORATION STOP JOINT AS 1 $ 1 6' 3'-0"3'-0'3' 0"4'-4'3'-0'3'-0"1-1-.4'-0-4'-0"5'-1 4' 0"4'-0'6'-1'4'-0 REQUIRED FOR 1 4 18" 3'-8"V-0 3'-0"5' S 3'-0 V-0"5'-1'4' 0"4'-0'V-4 4'-0"4'-0°5'-9"5'-0 INSTALL TAPPED BLIND FLANGE PIPE SPECIFIED 1 3 $ 24" 4'-a"4'-0'4'-0"6'-5 4'-0'4' 0"6'-6"5'-0' 5'-0"6'-5 6'-0"6'-0 T-8' 6'-0 6'-0 W/ 2" ORIFICE, FLANGED END ADAPTOR AND CORP STOP NEW 6" AUXILIARY MIN. 1/2 CUBIC YARD GATE VALVE _ WASHED GRAVEL FLANGE JOINT NOTE: Pressures shown above are maximum working pressures in system. -MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE SHEET USED IN LIEU OF CONCRETE THRUST BLOCK C6.2 THRUST BLOCKING AND ANCHORS ARE REQUIRED ON ALL 6" VALVES AND LARGER UNLESS SPECIFIED BY THE ENGINEER. FOUR POINTS II s DETAIL 6 MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCKS. Cba TYPICAL BLOWOFF THRUST BLOCKS NOT REQUIRED ON TAPPING VALVES M DETAILS DETAIL C.O.B. STD. DWG N0. 02660-7 c6z FIRE HYDRANT 7 DETAIL C.O.B STD. DWG. NO. 02660-4 o PROJECT:13-132 C6.2 THRUST BLOCKING FOR WATER MAIN VALVES �� �J a DATE:07-21-20 N.T.S. i 4, N ON N (N7 Q Qp l I N 2 � FRAME AND COVER TO BE EITHER D&L A-1172 WITH 1" COVER, MCI 305 FRAME, 305A COVER, OR IFCO 772 FRAME, 772—B COVER, OR DEElER 1025. `o m COVERS SHALL HAVE TWO 1" PICK HOLES. a FZ ?g?g?q GREEN STEEL ST AT END OF 90ERVICE m —� ]E NO GREEN STEEL POST PROPERTY LINE OR o N AT END OF SERVICE ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & EASEMENT LINE o TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE PROPERTY WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM—NEK" OR EQUAL LINE OR N FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. EASEMENT BOULEVARD Li Li w z LINE 4 0 0 5 RESTORE 4 STREET SURFACE GROUND SURFACE o 0 SIDEWALK 2•-0" GROUND TO g Z C) STREET SURFACE GROUND SURFACE c) 5'� PRECAST REINFORCED CONCRETE MANHOLE RISER ORIGINAL \ `N,l � \ o AND ECCENTRIC CONE TOP MANUFACTURED IN CONDITION I Ir rt ,\xQ�' / \ ,' w w r �� �� ��/ COMPACTED BACKFILL 2.5 a t ACCORDANCE WITH ASTM DESIGNATION C-478. �„ a a m MANHOLE `' / \ ,�.\ i\ I '�� 'i. �\. \ n 2.5' (TYP.) (SEE SPECS.) m STEPS AT �` 16" CENTERS COMPACTED BACKFILL I - a a 1 GROUT INVERT TO SPRINGLINE (SEE SPECS.) - 11.5' 8' M - OF PIPE IF GAP BETWEEN _ (TYP.) (TYPICAL EXCEPT IN SPECIAL PIPE AND CHANNEL IS VARIES 8' z N n GREATER THAN 1/8". (TYPICAL EXCEPT IN SPECIAL CIRCUMSTANCES WHERE CITY HAS CIRCUMSTANCES WHERE CITY HAS APPROVED ALTERNATE LOCATIONS) 4'-0" PRE-CAST CHANNEL APPROVED ALTERNATE LOCATIONS) (MIN.) FLOWLINE w J Q SHELF SLOPE 1"PER 2" X 2" wxs c. 12"MAX. (TYPICAL F00T TOWARD CHANNEL.' I WOOD au FOR POURED- SEE CHANNEL DETAIL WOOD 2" e(+dtrfs PE IN—PLACE BASES) MARKER ,{ FLEXIBLE GASKETED JOINT (TYPICAL SERVICE LINE. SLOPE = 1/4" MARKER ,SEA Eo FOR PRECAST BASES — SEE DETAIL) PER FOOT MIN., 1/2" PER FOOT A 45' ELBOW MAX. DRAWN BY: MPJ mod=DIA OF PIPE REVIEWED BY:CGB SANITARY SEWER '• � MAIN SERVICE LINE. SLOPE = 1/4" PER PLUG PROJECT ENGINEER:MPJ A PRECAST OR POURED—IN—PLACE BASE. FOOT MIN., 1/2" PER FOOT MAX. DESIGNED BY:MPJ POURED—IN—PLACE BASE, MINIMUM #4 BARS 1'-0" O.C. CONCRETE THICKNESS BELOW PIPE IS IN LINE WYE FITTING FOR LUG 45'ELBOW r 8 INCHES. PRECAST BASE, MINIMUM NEW INSTALLATIONS. 5,'-4" DIA. THICKNESS IS 6 INCHES. ALL BASES SADDLE FITTINGS ALLOWED NOTES: (MIN) REINFORCED AS SHOWN. FOR EXISTING INSTALLATIONS 1. THIS INSTALLATION MAY BE Z SANITARY USED IF DEPTH OF COVER AT 0 SERVICE INVERT NO ONLY UPON APPROVAL OF SEWER MAIN STUB END WILL EXCEED 6.5' LOWER THAN SPRING CITY OF BOZEMAN SEWER IN LINE WYE FITTING FOR NEW INSTALLATIONS. WITH STANDARD INSTALLATION RADIUS OF�J LINE OF SEWER MAIN DEPARTMENT. SADDLE FITTINGS ALLOWED FOR EXISTING (PER STD DWG 02730-2) SLOPE AT 1° PER FOOT. MANHOLE FOR WYE FITTINGS. INSTALLATIONS QNLY UPON APPROVAL OF CITY 2. MIN. DEPTH OF COVER SHALL CHANNEL TO FULL OF BOZEMAN SEWER DEPARTMENT. BE 5' AT END OF SERVICE A STUB. ENGINEER SHALL BE � PIPE DEPTH NOTE: 2 DETAIL RESPONSIBLE FOR DETERMINING �1 STORM DRAIN MANHOLES SHALL NOT HAVE FORMED C6.3 SANITARY SEWER SERVICE LINE SERVICE INVERT NO LOWER THAN REQUIRED ELEVATION OF STUB. cc w CHANNELS AND THE LOWEST PIPE INVERT SHALL BE C.O.B. STD DWG 02730-2 SPRING LINE OF SEWER MAIN FOR 3. DUCTILE IRON FITTINGS SHALL H F+ a 9" HIGHER THAN BOTTOM OF MANHOLE. WYE FITTINGS. BE HARCO GASKET X GASKET vv4400 o_ OR APPROVED EQUAL. w FOR FLAT TOP MANHOLE SEE C.O.B. STD. DWG. 1�d N NO 02720-4 3 DETAIL SECTION A-A C6.3 DEEP SANITARY SEWER SERVICE LINE 1 DETAIL C.O.B. STD DWG 02730-3 C6.3 SANITARY SEWER MANHOLE Cf1 A+ C.O.B. STD. DWG. NO 02720-3 w EXISTING 24" MANHOLE'COVER, CONFIGURATION VARIES OVERFLOW EXISTING OUTFLOW PIPE 6" THICK, M-4,000 PSI REINFORCED KE EMOVE AND REPLACE PORTLAND CEMENT CONCRETE. #4 ONCRETE LID AS NEEDED TO CONFIGURATIONS VARY PER Q2 4 m MODIFY EXISTINGAKE WEIR ADJUSTMENTS, STRUCTURE, REFER TO TABLE C 18" O.C. EACH WAY, FOR WEIR INVERTPAIR ANY DAMAGE TO BELOW FOR OUTFLOW CROSSWALKS USE RED CONCRETE I� N e� ELEVATION WITHNDSCAPING OR OTHER ADJUSTMENTS EXISTING REINFORCED WEIR STAMPED WITH BRICK PATTERN FA��1 (� 44 NON—SHRINK GROUTRFACING WALL, CONFIGURATION VARIES Lza i OR NON—RUSTING y�y METAL PLATE 3" THICK, 1 1/2" CRUSHED m oO PER TABLE BELOW G BARREL DIAMETER EXISTING INFLOW PIPE OR ROCK BASE COURSE IN I4 � N S PER STRUCTURE GRATE CONFIGURATIONS ACCORDANCE W/ MPW 2235 (� EXISTING WEIR TING INFLOW VARY PER STRUCTURE, 2"� F"� FIGURATION VARIES REFER TO TABLE BELOW STRUCTURE FLOW ,E FLOW FOR INFLOW ADJUSTMENTS FLOW ��� es— _ __ _ _ _ �-4 7 STABLE SUBGRADE: / Ch _III=III III III^III=11 III_III_. III PLACE 315 LB WOVEN FABRIC (MIRAFI 600X OR APROVED a II=11f=III=TTI=III=1Ti If=III__I II—II EQUAL) OVER ROLL COMPACTED SUBGRADE n a EXISTING 9" UNSTABLE SUBGRADE: O C SUMP DEPTH EXISTING INFLOW PIPE OR PLACE TENSAR TX-190L GEOGRID OVER 8 OZ NON—WOVEN ' O EXISTING OUTFACE MANHOLE GRATE CONFIGURATION 15" THICK, 6"—MINUS FABRIC (MIRAFI 180X OR APPROVED EQUAL) ON SMOOTH U EXISTING OUTFLOW PIPE STRUCTURE, SIZE, VARIES UNCRUSHED SUB—BASE ROLLED EXISTING SUBGRADE AT DIRECTION OF ENGINEER. W CONFIGURATIONS VARY PER LOACATION ORIENTATION COURSE IN ACCORDANCE STRUCTURE, REFER TO TABLE VARY PER STRUCTURE EXISTING WEIR WIDTH W/ MPW 2234 s A BELOW FOR ADJUSTMENTS EXISTING REINFORCED WEIR OMPACTED SUBGRADE WALL, CONFIGURATION MODIFY WEIR WIDTH PER S DETAIL VARIES PER STRUCTURE TABLE BELOW a-V TRAFFIC RATED CONCRETE PAVEMENT AND SIDEWALK - SECTION VIEW PLAN VIEW SHEET DETENTION DETENTON FACT ITY EXM SIM ELEV. PROP RIM El EV EXTG WEIR EIEV. PROP WEIR ELEV. EXTG WEIR WIDTH PROP WEIR WIDTH OTHER NOTES 12 C6.3 PARK POND 4691.59' 4691.59' 4687.36' 4688.82' 3" 6" NA BLONDIE ST POND 4692.89' 4693.54' 4690.84" 4692.01' 4" 6" RAISE ENTIRE STRUCTURE 0.65', ADJUST OUTFLOW PIPING L = 31', S = 2.9% FOUR POINTS II CATTAIL ST POND 4689.62' 4689.62' 4686.10' 4687.15' 3" 6 — 1/2" NA DETAILS PROJ 32 `E DETAILDATE:07-21—20 fAS ����� � DATE:07-21-20 C6.3 DETENTION FACILITY OUTLET FLOW CONTROL STRUCTURE MODIFICATIONS NTS