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HomeMy WebLinkAboutAllison Sub Phase 4 - As-Built Plan Set ALLISON SUBDIVISION PH IV INFRASTRUCTURE IMPROVEMENTS BOZ EMAN M®NTAAAMARCH 2020 a AS-BUILT �® z� a W Lincoln Or 3 CIVIL ENGINEERING BY: IY ADISON ENGINEERING < 3 � ti w Kagy Ave y 895 TECHNOLOGY BOULEVARD, SUITE 205 W N N N BOZE1M[A N,MT 59718 4 m M Q Q O 7 O (495) 586-0262 Stucky Road PROJEC JL J." LOCATION r y circle Way > a V)„ O m o_U U PROJECT OWNER: W Arnold < St = TRANSPORTATION ENGINEERING BY: W m �n vm af BON TON INC MARVIN & ASSOCIATES Wow ]PO BOX 906 Graf St € 1300 NORTH][TRANSTECH WAY Graf St � w Graf St IBOZ ElMIA N,1M[T 59771-0906 Graf St BILLINGS,MT 59102 L:j Brookdale Dr D " (406) 587-7950 Mathew Bird Cr L E e e e 5 q X O N m Y Concord u i',�4W ��55^4559 (406)655�4991 F•L'ild�Y Z a Lexington F5 -9 Park Place Alder Creek Dr 3 s N r li 2 a a Cambridge Dr N 3 Oxford Sacajawea School o SURVEYING BY: W Fl a ¢ eldvlew Crmi Blackwood Rood MERIDIAN LAND SURVEYING mac 64 BRECKEN COURT 8 R� BOZEMP N,MT 59718 Q�a�e (406) 579-1746 a Goldenstein one j511111/l// �y y�TA.�ve�y}��p� A'ICINI JL ]C lit AP o:•CHRI5G: BUDE KI o at_ ;7 �p No. N15 5PE 0 /aeNSEP�O:� ( o \0 COVER SHEET N N NO F 00 N 6 N'i V GENERAL NOTES: INSPECTION. TESTING &CERTIFICATION NOTES: N o -o 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS AND CURRENT CITY F 1. CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBLIC WORKS OFFICE AND DESIGN ENGINEER A MINIMUM OF 24 BOZEMAN MODIFICATIONS. UNLESS OTHERWISE APPROVED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN 8:00 HOURS (1 BUSINESS DAY) PRIOR TO START OF CONSTRUCTION. >m A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY z N 2. COMPACTION TESTING OF SUBGRADE, BASE COURSE AND ASPHALT REQUIRED FOR ALL LIFTS. CONTRACTOR 3 ° 2. CONTRACTOR SHALL PROVIDE FOUR SETS OF REVIEWED MATERIAL SUBMITTALS TO DESIGN ENGINEER, WITH INSURANCE SHALL PROVIDE ACCESS TO INSPECTOR TO COMPLETE THE COMPACTION TESTS. qa CERTIFICATE AND PERFORMANCE AND 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. CITY OF BOZEMAN AND MADISON ENGINEERING 3. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER A MINIMUM OF 24 HOURS(1 BUSINESS DAY) PRIOR TO THE SHALL BE NAMED AS ADDITIONAL INSURED. REQUIRED INSPECTIONS. 3. CONTRACTOR SHALL ATTEND AND PARTICIPATE IN A CITY F BOZEMAN PRE-CONSTRUCTION CONFERENCE. DESIGN ENGINEER 4. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO TO SCHEDULE PRE-CONSTRUCTION CONFERENCE ONCE MATERIAL SUBMITTALS, BONDS AND INSURANCE CERTIFICATES HAVE COMPLETE COMPACTION TESTING. CONTRACTOR SHALL NOT COVER ANY LIFT PRIOR TO COMPACTION TESTING BY BEEN SUBMITTED FOR REVIEW. INSPECTOR. LIFTS NOT TESTED WILL NOT BE CERTIFIED BY THE DESIGN ENGINEER OR ACCEPTED BY THE CITY. ot 4. CONTRACTOR SHALL APPLY FOR AND PROCURE STREET CUT PERMIT IF NECESSARY. 5. INSTALLATION OF WATER MAINS SHALL BE INSPECTED AND CERTIFIED BY THE DESIGN ENGINEER. CONTRACTOR g SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE THE N 5. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR REQUIRED INSPECTION. CL ~ °'CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF z CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL 6. NO PIPE, VALVES, BENDS, ETC. SHALL BE BURIED PRIOR TO INSPECTION BY DESIGN ENGINEER. N m BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. 7. PRESSURE, VELOCITY FLUSH, AND BAC-T TESTS ARE REQUIRED FOR THE WATER MAIN AND FIRE SERVICES. ALL a 6. GROUNDWATER IS SHALLOW ON THIS SITE. DE-WATERING WILL LIKELY BE REQUIRED FOR EXCAVATIONS OVER THREE FEET.IN TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE DESIGN ENGINEER. CITY OF BOZEMAN SHALL OPERATE THE VALVES. DEPTH FROM CENTERLINE ROADWAY. CONTRACTOR SHALL PREPARE, SUBMIT AND PROCURE A DISCHARGE PERMIT FOR DE-WATERING ACTIVITY PRIOR TO THE INSTALLATION OF THE WELLS. ci B. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY z PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL 7. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL, BE BORNE BY THE CONTRACTOR. ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNRS OFWORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES. THEENFO MATIONR SHOWN OR NDCATEDOUND FACILITIESNN THE CONTRACTCOORDINATEEDOCUMENTS WITH "otATAN��4� RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE GRADING. PAVING &DRAINAGE �`�`'�•" "'.T FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE ACCURACY 4,m:CIHRISO.' OR COMPLETENESS OF SUCH INFORMATION OR DATA. 1. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM TO MONTANA PUBLIC WORKS BUDESKI STANDARD SPECIFICATIONS, MOST CURRENT ADOPTED EDITION, WITH CITY OF BOZEMAN MODIFICATIONS. :�•No.10 5 E 8. CONTRACTOR SHALL PREPARE PROCURE A MDEQ SWPPP AND PROVIDE A SWPPP ADMINISTRATOR FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL COMPLY WITH AND INSTALL ALL NECESSARY EROSION CONTROL DEVICES AS OUTLINED IN 2. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE VEGETATION. TREES, STUMPS, .�Eas,�.•c��y: THE APPROVED DEQ STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND CITY OF BOZEMAN STORM WATER BRUSH, ROOTS, ETC. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO ONA1- MANAGEMENT PERMIT. A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE /omol 16I REMOVED AND DISPOSED OF OFF-SITE. kb\ 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY DRAWN BY:JPS ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR TO SUBSTANTIALLY LIMIT DUST FROM THE CONSTRUCTION SITE. 3. FOLLOWING STRIPPING OPERATIONS, SUBGRADE SHALL BE COMPACTED PER GEOTECHNICAL REPORT UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR ALLOW CONSTRUCTION DEBRIS, MUD OR GRAVELS TO BE LEFT ON THE SPECIFICATIONS. IF NO REPORT IS AVAILABLE SUBGRADE SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY REVIEWED BY:CGB STREETS OVER NIGHT. DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST PROJECT ENGINEER:CGB METHOD (STANDARD PROCTOR). 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN DESIGNED BY: BRB ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. ¢, SUBGRADE SHALL BE PROF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND REPLACED WITH INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL NOTIFY INSPECTOR AND CITY OF BOZEMAN ENGINEERING DEPARTMENT A MINIMUM OF 24 HOURS(1 BUSINESS DAY) PRIOR TO TESTING. STRUCTURAL FILL. SUBGRADE MUST BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACING EMBANKMENTS,'ENGINEERED FILLS OR FINE GRADING FOR BASE ROCK. 7. NO TRENCHES IN ROADS OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION OVERNIGHT. ALL SUCH TRENCHES SHALL BE PLATED OR BACKFILLED, COMPACTED AND CLOSED BEFORE THE END OF EACH WORK.DAY AND NORMAL TRAFFIC FLOWS 5. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH ARE LOCATED RESTORED. OUTSIDE THE.PUBLIC RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED. b S. ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A CLEAN STRAIGHT/SQUARE EDGE BY ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN 8-INCHES OVER APPROVED SUBGRADE. /qy SAW. THE TOP 12-INCHES OF THE EXCAVATED AREA WITHIN THE STREET SHALL BE FILLED WITH ROAD MIX AND COMPACTED. EACH LIFT SHALL BE COMPACTED PER 5%OF HNCIAL REPORT SPECIFICATIONS. U O REPORT IS AVAILABLE �1 STREET CLOSURES MUST BE COMMUNICATED THE CITY POLICE DEPARTMENT, THE CITY ENGINEER, AND THE PROJECT EACH LIFT SHALL M COMPACTED 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE P� ENGINEER. POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). 9. ALL LANDSCAPING AND IRRIGATION FACILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/REPAIRED TO 6. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234(SUB BASE pq�pq PRE-CONSTRUCTION QUALITY. COURSE) AND SECTION 02235 (CRUSHED BASE COURSE) MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS k� 10. PRIOR TO PAVING CONTRACTOR SHALL CONTACT DESIGN ENGINEER TO SCHEDULE A PRE-PAVING WALK THRU WITH THE CITY. (MPWSS). COMPACT SUB BASE AND CRUSHED BASE ROCK PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO r� GENERAL CONTRACTOR AND PAVING CONTRACTOR SHALL ALSO BE PRESENT. REPPOINTS OF OPT IS ILABLE MUM MOISTUPACT TO RE CONTENT OF THE PER ASTMD MAXIMUM 8 TEST ENSITY AT PLUS OR MINUS 2 METHOD PERCENTAGE METHOD (STANDARD PROCTOR). C) PIPE BEDDING AND BACKFILL 1. ALL PIPES SHALL BE BEDDED NTH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFILL WITH THE SAME MATERIAL A 7. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510(ASPHALT CONCRETE PAVEMENT)MPWSS FOR TYPE B MIX. MINIMUM F B-INCHES OVER THE TOP OF THE PIPE PER CITY OF BOZEMAN STANDARD DETAIL 02221-1. A.C. PAVEMENT SHALL BE COMPACTED PER GEOTECHNICAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE b COMPACT A.C. PAVEMENT TO A MINIMUM OF 92%OF THE THEORETICAL MAXIMUM RICE SPECIFIC GRAVITY. 2. TRENCH BACKFILL MATERIAL UNDER IMPROVED AREAS.SHALL BE PLACED IN 8 TO 12-INCH LIFTS AND COMPACTED IN , ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. 8. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE y� ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. pp N TRAFFIC CONTROL 9. ALL EXISTING OR CONSTRUCTED MANHOLES. CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES AND SIMILAR � 1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A TRAFFIC CONTROL PLAN TO THE DESIGN ENGINEER 5 WORKING STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA (� DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. CONTRACTOR SHALL REFERENCE THE MUTCD AND THE MDT TRAFFIC WHEREIN THEY LIE. CONTROL AND PROTECTION STANDARD DETAIL DRAWINGS IN DEVELOPMENT F THE TRAFFIC CONTROL PLAN. ALL TRAFFIC (a CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE RIGHT OF WAY. 10.. UNLESS OTHERWISE SHOWN ON THE DRAWINGS. NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED STEEPER THAN 4H:1 V. 0 2. CONTRACTORS SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER THE APPROVED TRAFFIC CQ CONTROL PLAN. IF REQUIRED, TRAFFIC SHALL BE DIRECTED IN ACCORDANCE WITH THE MDT FLAGGERS HANDBOOK. 11. ALL BOULEVARDS SHALL BE FINISHED GRADED TO 6-INCHES BELOW TOP OF SIDEWALK TO ALLOW FOR THE O PLACEMENT OF 6-INCHES OF TOP SOIL �! 3. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND ADJUST THE TRAFFIC CONTROL DEVICES TO MAINTAIN A SAFE ENVIRONMENT FOR THE CONSTRUCTION WORKERS AS WELL AS THE GENERAL PUBLIC. EXISTING UTILITY NOTES STORM DRAIN 1. EXISTING UNDERGROUND INSTALLATIONS.&PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST 1. ALL STORM DRAIN PIPE SHALL BE LAID STRAIGHT GRADED BETWEEN BEGINNING AND END INVERTS, NO BEDDING, SWEEPING INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. OR DEFLECTIONS ARE ALLOWED. SERVICE LINES(WATER, POWER, GAS, STORM, SEWER, TELEPHONE&TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR 2. CONTRACTOR SHALL FLUSH AND CLEAN ALL STORM DRAIN PIPE AND MANHOLES AND REMOVE ALL FOREIGN MATERIAL, IF EXACT LOCATIONS. NECESSARY, AS A RESULT OF CONSTRUCTION ACTIVITIES. 2. EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE, CONTRACTOR TO VERIFY DEPTH OF EXISTING p UTILITIES PRIOR TO CONSTRUCTION.HF CONFLICTS EXIST CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE eat CURBS & SIDEWALKS CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL CURB EXPOSURE SHALL BE FOR ALL SANITARY SEWER: m °O CURBING. 1. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM F679, SDR 35. ALL ',a N 2.. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN ACCORDANCE WITH CURRENT ADA AND OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN SPECIFICATIONS. LOCAL REQUIREMENTS. PQ 9 2. ALL SANITARY SEWER PIPES SHALL BE STRAIGHT GRADED BETWEEN MANHOLES. NO BENDS, DEFLECTIONS, HIGH OR LOW F� 3. 5 FT WADE SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK AND SIDEWALKS 6 FT WIDE OR GREATER SHALL BE A POINTS ARE ALLOWED. �•d MINIMUM OF 6-INCHES THICK. ALL SIDEWALKS SHALL BE CONSTRUCTED USING 4,000 PSI CONCRETE. _ O „ 3. PER DIED&CITY REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND TESTED PER DEG& 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE CONCRETE TESTING IS COMPLETED IN CITY PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO PROVIDE ENGINEER WITH 24 HOURS 8 7 ACCORDANCE WITH CITY STANDARDS. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED. ADVANCE NOTICE FOR INSPECTION. CONACTOR SHALL PROVIDE SAFE ACCESS TO TRENCH FOR INSPECTION. MANHOLE o ® C TESTING SHALL BE PERFORMED PRIOR TO PAVING AND FINAL SURFACE RESTORATION_ i ii��+�ii WATER W 4. CLEANING. PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SHALL FLUSH AND CLEAN ALL SEWER PIPE AND b (b 1. WATER MAINS UP TO 12-INCHES SHALL BE CLASS 51 DUCTILE IRON. ALL WATER MAINS SHALL BE THE INSTALLED WITH MANHOLES AND REMOVE ALL FOREIGN MATERIAL .e1 A MINIMUM 6.5' OF COVER TO FINISH GRADE UNLESS OTHERWISE NOTED OR DIRECTED. ALL OTHER APPURTENANCES AND INSTALLATION TO CONFORM TO MDEQ AND CITY OF BOZEMAN SPECIFICATIONS. 5. LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE BY CONTACTOR. LEAKAGE TESTS SHALL BE COMPLETED PER MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND CITY OF BOZEMAN 2. CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING AND PROPOSED PUBLIC MAINS. MODIFICATIONS. CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO REQUIRING THE OPERATION OF VALVES. 6. TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND REPAIR, THE CONTRACTOR SHALL SHEET CONDUCT A COLOR TV ACCEPTANCE INSPECTION OF ALL MAINLINES. THE TV INSPECTION SHALL BE CONDUCTED BY THE _ y� 3. 2" ®o I MINIMUM ORIFICE REQUIRED FOR FLUSHING. CITY OF BOZEMAN. SUFFICIENT WATER TO 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 4. INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS AND FITTINGS AS SPECIFIED IN THE DRAWINGS. DELIVERED TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS FOR TV - ALLISON SUB. INSPECTION. 5. ALL CROSSES, TEES, VALVES, AND BENDS SHALL BE MECHANICAL JOINTS WITH MEGA-LUG. AS-BU1L J� S g PROJECT: 18-118 Y DATE: 08-12-21 a N N N W O 0 C, N N N In BENCHMARK <N N N AB 4959.70 c, m SCALE I o I inch= 80 FEET SHEET INDEX w w w DATUM zu, NAVD88 - - -------------------------- ---------=1 -----------1 i it DETENTION GENERAL N I II 3 u = POND 1 / CO.1 NOTES a m F II If �// C0.2 OVERALL SITE PLAN AND SHEET INDEX o zo J IT I1 • (A' �-0 CO.3 OVERALL GRADING PLAN � mj I li9 2 I / ROADWAY w aI,- C2.1 ARNOLD STREET PLAN & PROFILE mtz O C K /4) / 1 1 / C2.2 BON TON AVE PLAN & PROFILE Z N n I I 1w1 I I I i ;r ,i , C2.3 OPPORTUNITY WAY PLAN & PROFILE C2.4 STUDENT DRIVE PLAN &'PROFILE I a 0 I I 11 PROPOSED WATER / �� J / C2.5 S. 7th AVE & MIDDLE ALLEY PLAN & PROFILE oo I I I MAIN(T1'P) C2.6 VOLLMER ST & SOUTH ALLEY PLAN & PROFILE C2.7 ARNOLD ST AND FIGGINS CREEK CROSSINGL----- - - -, /_ ------ Future Phase J SEWER MAIN----- -�--- �'d' ---- -ALL==== C3.1 ARNOLD STREET PLAN & PROFILEC2.4f� 311 C`. �-�s � - � / TEMP. l ,. / C3.2 BON TON AVE PLAN & PROFILEC3.3 STUDENT DRIVE PLAN & PROFILE RETENTION / / POND IC3.4 VOLLMER ST& S 7th AVE PLAN & PROFILE DRAWN BY:JPS / REVIEWED BY:CGB 1O1 PROPOSED SANITARY `•� i / / C3.5 ALLEY PLAN & PROFILE M(�1' wt I I { I - i i *\ .��1• / I / I- s I I I yfy+D� I SEWER MAIN � � / WATER MAIN PROJECT ENGINEER:CGB 4.1 i W 1 I Id2 I lat3 I In[4 ' I' ®(, ( 1 • / C4.1 ARNOLD STREET PLAN & PROFILE DESIGNED BY: BRB C4.2 BON TON AVE PLAN & PROFILE PHASE IV -4 j I� j _ i d9_9�� /� / / � � C4.3 STUDENT DRIVE PLAN & PROFILE v I III .00P �� ,J� // ' C4.4 VOLLMER ST & S. 7th AVE. PLAN & PROFILE 31 ity BLOC II ++ yy " i s i / ,',?\ C4.5 ALLEY PLAN & PROFILE a Its 1w1s Ewza {I I� iy 1"8 i Ear 1,a5 i tas I� i® it O �i/� � ��/ % I I STORM SEWER /gyp Gb C5.1 ARNOLD STREET PLAN & PROFILE �y L. L �z __=_--___ - � / / J �' I C5.2 OPPORTUNITY WAY PLAN & PROFILE r------- �1 w I -_��a�°v.• l I1 /w/z3 /�g� / - I -rI1 ®- ----Is-- -W II II PAVEMENT MARKINGS & SIi 6wC3.4 C6.1 SIGNAGE AND STRIPING WET ANDS DETAILS N AGE �®a wROADWAY 5 � ABLOC C7.1 C7.2 WATER AND SEWER ALLEY �1 _C2.5,C3•5,C4.5 - I - i i � / � / > � � C7.3 TYPICAL ROAD SECTIONS b w w w w w -w -w _ � � // / / J � C7.4 STRUCTURE DETAILS T' -. I / / / / / C7.5 STRIPING DETAILS b BLOCK i i I // / �}/`��� / / // LIGHTING E7 - E6 LIGHTING AND DETAILS P-j T� E I Iat13 I 10111< I lRtS I I BEN tI_ °SA ROPDWPY& [.ISI I BLOCK / /2 BC 4965.38 I 1 M l / / y BENCHMARK DATA r _ -22� 3-�y`4 5.1 i/ i / / J / / / / DESCRIPTION NORTHING FASTING ELEVATION LD* (; s / r ARROWBOLT 516458.50 1571783.74 4959.70 DETENTION'i POND 2 / / / BRASS CAP 514177.39 1571686.74 4951.80 01) Ismeq BRASS CAP 515491.44 1571725.33 4965.38 1.4 1 I IPhase 4A1 1.4 I Lo�3 -a I I ISLIOCK 1 6 ILEGEND - / I ALLEY C2. --- 6 a �<�c'r>J _ w w A I ---4770--- INDEX CONTOUR • FOUND MONUMENT AS NOTED ( ----------- CONTOUR MINOR (1' INTERVALS) BENCHMARK 11�1 \1� 1 / �� •- PROPERTY LINE ® MONUMENT BOX I Future Phase PHASE LINE �I l O f ROAD RIGHT-OF-WAY SEWER MANHOLE ADJOINING PROPERTY WATER VALVE H ------ EASEMENT LINE ® CURB STOP rn 0 FENCE 9 FIRE HYDRANT A a III I -• ��+ x WATER MAIN ® WATER WELL a b _ -ws-WS- WATER SERVICE POWER POLE FIRE SERVICE GUY ANCHOR z -s s - SEWER MAIN © ELECTRIC PEDESTAL N yTa o SEWER SERVICE @ STORMDRAIN MANHOLE tl �1 4 STORM DRAIN ED CURB INLET 's 4-aP op- OVERHEAD POWER �" TV PEDESTAL 8 ® 0 I -+� OVERHEAD TELEPHONE © GAS METER U L j ROAD CENTERLINE IN TELEPHONE PEDESTAL N ------ r- - ----- p111' TREE CONIFER TOP BACK OF CURB 'oipo� 00 TREE DECIDUOUS v ICI PhasA � EDGE OF PAVEMENT z BENCHMARK ••FIST GRAF ST. EDGE OF GRAVEL i b CONCRETE PAD/SIDEWALK BC 4981.80 -� r EDGE OF BUILDING j .SHEET C®°2 ----------- SLOPE LIMITS a ALLISON SUB. C S-B IL.J IL7T m PROJECT: 16-118 DATE: 08-12-21 ' d of I 1 II Qo>ZaHN Nr"aa�z�oi ry�a�N Aff NA PRESERVE EXISTING PROPOSED EASEMENT IRRIGATION CANAL PROPOSED GRAVEL PROPOSED LOT LINE ACCESS ROAD (TYP) wy uNNo�o OPPORTUNITY WAY WIDENING SCALE I I ich 50&a OPPORTUNITYWAY TEL W W � TEL W -3 TEI, - EL - TEL - TEL 0_ m o N M NTq II II II I VI I / / / PROPOSED 9 DETENTION POND � -- - - - -- --- --- I DRAWN BY:JPS -13 / / 1 REVIEWED BY:CGB STUDENT DR // / // I! I PROPOSED GRASS PROJECT ENGINEER:CGB �k SWAL (TYP) DESIGNED BY: BRB FUTURE ROADWAY EXISTING TRAIL TEMPORARY Q��T, z RETENTION POND !�! EXISTING S 11TH AVE I I — . I — I I I I I I I III / '/ // 1 �I PROPOSED STREETS _ ��- ------t --- L --- (TYP) b 7. VOLLMER ST S 7TH AVE / i FUTURE SIDEWALK (.z) SHOWN DASHED TO BE COMPLETED WITH �I SITE DEVELOPMENT I PROPOSED FINISHED Q YY GRADE CONTOURS (TYP) — — I — I_ _ — PROPOSED DETENTION POND M / I—I N P4 6�1 -' S - ARNOLD ST > / ply c�/1 00 -- - PROPOSED CURB INLETS -- ---- ------ (TYP) EXISTING ARNOLD ST - [� fd s0 FIGGINS CREEK CROSSING SHEET PROPOSED ALLEY ®.3 / TURNAROUND MATCH m ALLISON SUB. / EXISTING GRADE I / m I\ / PROPOSED STORM PIPING AS_BUI�� m GRADING (TYP) PROJECT: 1B-11B 7 DATE: 08-12-21 N N N N ......... STA 5+70.71 - - - - - - - -I PT TBC 4960.38' r I � SCALE I ------- a st w wo I REMOVE EXTG FENCE R15.0' li i STA 1t40.61 I 1 ADA RAMP WITH TACTILE SURFACE (TYP) ```�I / linch- SOf«t VC C TBC 4964.64' STA 2+19.43 I I STA 5+55.71 I I PT TBC 4983.81' I r I 11 R100.0' STA 4+29.89 I GB PC TBC 4960.99' V \ CURB AND GUTTER . 70' ROADWAY & I i 1 I I� Ir UTILITY EASEMENT PC TBC 4962.05' STA 1+13.73 I R500.0' I Inn I I // // �q !L-- STA 6+05.71 MATCH EXTG TBC EL. ±64.94 47' TBC M TBC 10' UTILITY STA 5+31.63 // T yb z --_ _ _______ EASEMENT PT TBC 4961.18' !� PC TBC 4960.14'-----___�` / z -- =-- --- STA 6+10.10 ��1� FlGGINS / o c~i + -- -�3 ROW _ - GB TBC 4960.36' / 'TD CREEK N (1��� no 2 W Ll W +00 W w W 3+00 4+00 W / /� / STA 6t20.71 ` N m SAW CUT EXTG R' ARNOLD ST $ I�s+bOW y 6 PT TBC 4960.14' ` CL CURVE DATA so- ASPHALT PAVEMENT s so ' �R S x // DETENTION POND 2 R=200.00' +` TACK COAT AND SEAL T S\ a SEE C5.1 L=101.98' r l ALL JOINTS. MATCH EXTG ASPHALT THICKNESS TO ___ __ ______ _ ROW ENSURE SMOOTH -- -_ - __---__- -- - - -- ----- S 1 J z TRANSITION R500.0' STA 4+29.89- -„ \ ya sxp0a a ��\ ff PC TBC 4962,05' STA 8+90.40 \ GB TBC 4955.55' STA 1+13.72, 16.62' I I I 10' UTILITY STA 5+31.63 `+ °`��y, �� �� \ i EASEMENT / q MATCH EXTG TBC EL. t64.84 I PT TBC 4961.21' + / is s i STA 7t77.26 , STA 9+32.15, 19.12' SLOPE LIMIT(TYP) 1 > w ao R100.0' STA 5+55.60 -- % / / p GB PC TBC 4957.34' MATCH EXTG CURB AND GUTTER-- TBCEL. f4955.44 PC TBC 4960.9 / /STA 1+40.61 -----'- �_- � k �� SIDEWALK PCC TBC 4964.62' -- -`---- -- -i--------- / �T-�ALLEY -- - -- s EXTG CURB AND GUTTERCURB AND GUTTER ^__� SEEC2.6 R15.0' �` --------------- STA 6+05.60 C2 yy -^ _- .yJ ._.....__w+00 STA 2+19.43 PC TBC 4960.65', �j 9+D0 'L3 10+00 DRAWN BY: JPS ,moo STA 5+70.60 � .� PT TBC 4963.81' PT TBC 4960.99' 41"\ \ / �`� j REVIEWED BY:CGB �� F / 4" SCH40 PVC IRRIGATION ASPHALT SWALE `� R15.0'� / SAW CUT EXTG PROJECT ENGINEER:CGB SLEEVE EVERY 100' (TYP) STA 6+20.60 ASPHALT PAVEMENT rL CURVE DATA PT TBC 4960.14' �1 ` ALL JOINTS. MATCH EXTG R=200 TACK COAT AND SEAL DESIGNED BY: BRB 5.5' BOULEVARD AND 5' STA 7+63.17 1 ` WIDE, 4" THICK SIDEWALK .00' I ^ ASPHALT THICKNESS. SEE NOTE. GB PC TBC 4957.59' i INSTALLED WITH ARNOLD p=2g�pg'40" 3 REROUTE TRAIL TO MEET STREET. INSTALL 6" STA 8+90.53, 17.69' TOPSOIL IN BLVD AND NEW RAMPS (BOTH SHOES), / / MATCH EXTG CURB AND GUTTER®„��•" / / I HYDROSEED. (3) 12" A-2000 CONDUITS `11,111(1/ / / TBC EL. f4955.55' ( 1) 4" A-2000 PVC EXTG CURB b CONDUIT(TYP) RCP ARCH CULVERTS AND GUTTER 3 ARNOLD ST PLAN SEE SHT C2.7 r/ / STA 8+79.87 HORZ. SCALE: 1° = 50' /� /�r��-''^_^ / PT TBC 4955.72' ¢!J� Pei ARNOLD STREET ALIGNMENT DATA z 4 ALIGNMENT LINE DATA LINE # LENGTH BEARING START STATION START POINT END POINT END POINT L1 429.89 S89' 40' 35.91"E 0+00.00 N 515491-38 E 1571725.42 4+29.89 N 515488.9563 E 1572155.3102 f� L2 193.62 S60' 31' 56.10"E 5t88A6 N 515435.28 E 1572301.79 7+81.77 N 515340.0308 E 1572470.3535 (� L3 116.24 SB9' 44' 53.08"E 8+83.76 N 515314.16 E 1572567.86 10+00.00 N 515313.6482 E 1572684.1046 ALIGNMENT CURVE DATA CURVE # LENGTH RADIUS CHORD DIRECTION START STATION (PC) START POINT END STATION (PT) END POINT Cl 101.73 200.00 S75' 06' 16.00"E 4+29.89 N 515488.96 E 1572155.31 5+31.63 N 515463.09 E 1572252.5682 0 ,z.,� C2 101.98 200,00 1 S75' 08' 24.59"E 7+81.77 N 515340.03 E 1572470.35 8+83.76 N 515314.16 E 1572567.8608 4990 4990 .0 4°? rn� END WARP CROWN THROUGH -- - STA 7+63.17 4980 m 4 CURB BULBS TO ROUNDABOUT m M BEGIN TRANSITION 4980 ±. N o z o ^o ��---..__ -FROM 4T ROAD EXISTINGTO E XISTING -._._ op ro - 0 o _N F w ¢� FINISHED GRADE AT-"-- "-_-" �+-� }m-�+ N o ....�.� 37' WIDTH - rm N-w CENTERLINE 1O �-zo m v � "'"-- + o d- N n �^ ._N EXTG GRADE N w w maw a 4970 -�+' w ¢w END - 37' WIDTH ROAD + m +.m 4970 N i- TBC TO TBC .4--TRANSITION _._oo.. rn t m STA 9+32.25 '� 0.75%_ _ _ -1 �- w MATCH EXISTING - -- -084� CROWN MATCH EXISTING N -TBC N f4955.44 p MATCH EXTG ----...- .79% 10 - -----.. TBC SOUTH --- ; off. � 1 4960 ASPHALT AT -1.28% f4955.55 4960 Z --CURB MEDIAN-- ---------- - -1.79- % --- - EXTG t0.40% a W BEGIN TRANSITION _ � � � - - -- ___ 0.84 TO 1.5% CROWN 3x12"A-2000 CONDUIT 1.5% CROWN THROUGH TBC --- a �° ® "w --lx4" A-2000 CONDUIT 1.5% CROWN THROUGH-____ - INTERSECTION INTERSECTION i4 4950 REPLACE EXISTING 24" STORM 24' STORM PIPE CROSSING 4950 o kn w I -WITH 15" STORM PIPE SEE _ ARCH CULVERTSEXTG GAS UTILITYCROWN t4955.44 % �q -- STORM PLANS EXTG GRADE FINISHED GRADE - 15" STORM PIPE _.._ CROSSING_ FIGG NSX CREEK ASS CROSSING MA 6� ----- 3x12"A-2000 CONDUIT 4940 tx4"A-2000 CONDUIT 4940 c(apO cOa0 NOa aOfp c0 NcD dsc0 <dOO' MMOdO1 NaO Mt0 Mcad0' sONc0 �a a0 me aO caa00 Wcsp TOa sOO <Omc <ba TNa OY'] NO NO ON N NcM � �vO M m O U O M N 00Na � % OEEE TN N cV N 0 O m 16 6 10 0 O O C2"1 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 ALLIISON SUB. ARNOLD ST PROFILE }}�� ��pp�7 A W ROADWAY S HORZ. SCALE: 1" = 50' ( -B If`1 IT S VERT. SCALE: 1" = 10' o PROJECT: 18-118 c DATE: 08-12-21 } STA 1+16.16 it n II II III 0 N I PT 4960.99' II 1 I V] I I !I I A III ! I !1 I An N N Ili STA 1+01.16 O I 1 1 II I I W I� I I I I I I N 1 I II I 0 PC 4960.99' I I II CURVE DATA 1 W U I� III III li Ii N III I I III 4 } SCALE STA o+a6.zo R=tso.DD rj I I U I I m GB TBC 4961.80' R15.0' i t N L=76.74 ! la-] I I W I Ii I W III I I I III I ,7+ z N a U1 I '�ci U] 1 I W II I I �i W 1 E� a g A A=29'18'51" 1 - -- - - I I 19m - ma I ¢ °/ o ey � � !I III I Ih� - _-;T--II! I I I J I STA 0+00.99 i V 'STA 1+63.16 I - II I I I^ l inch- 50 fret END TBC 4962.37' \l`` /� N,WW N PT TBC 4960.99' i I I I I li I II II� I I I loY' STA 0+00.97, 17.50' ' 66 0, \� \ / 4' R15.0' I I N II VALLEY GUTTER (TYP) I I I I! I I III I a 3 TBC EL. 4962.37'! x \ ^ PTAT1 78.16 4960.38' i I STA 4+76.60 I I II I rn I 6.5' BOULEVARD AND 5' O STA 0+46.20 \ / I PT TBC 4957.71' i 1 11 I II STA 5+11.60 i I I I I I I WIDE, 4" THICK SIDEWALK. I rn z PPP w SIDEWALK BY OTHERS. I I I I PC TBC 4957.38' I Ip U I z O STA2+25.09 I - II Arn o I III o�}}' � GB TBC 4961.80' 1 III 1I I I C F �� /'•- ° GB TBC 4959.78'- I I `�R15.0'- II I[ ADA RAMP WITH ( - I STA 7+89.88 O q 1 "' x 10 1 I I J II 1 I I o STA 11+03.18 (3) 12" A-2000 CONDUITS Op I STA 4+61.60 I IU I TACTILE SURFACE (TYP) °I I� PC TBC 4954.02' £o m PT TBC 4951,02' I a /�i (1) 4" A-2000 PVC CONDUIT \ (4 N11 L\ STA 2+40.84' PC TBC 4957.71' I I STA 7+54.88 I rn o z w (TYP) �L � PC TBC 4959.63' I I R15.0' I PT TBC 4954.31' ! III R15.0' 0 10' UTILItt I I i m w U � 11 R15.0' R15.0' I EASEMENT � I STA 1+01.25 I / �'�- _ STA 3+17.59 \` ; L STA 5+26.60 I m I I I o a / PC TBC 4960.65' 1 / 2x -� -PT TBC 4957.00' I- STA 7+39.88 I STA 6+04.68 STA 10+88.18 I as \. Op _ PT TBC 4958.97' ----- N L----- __ '-PC TBC 4954.31' _ w` PT TBC 4953.56'-- -_ - --= u 1 �" Vim` - .�_ -- - - - - PC TBC 4950�99 J R15.0, �ROW�.. - z w ri Ili STA 1+16.25 ��� C`3 3+00 4+00 11 5+00 L5 s+o0 *54.111 + 9+00 10+00t---'GB 11+OD� 11+21PT 4960.14' R75.0 / - I°i- ��BON TON AVE.Sml S 3 - MATCH EXT'G CURB EXT'G TBC 4949.95STA 1+63.25PC T8C 4960.14' STA 1+67.64 --- __ _ VI � :: �� -_- - - - - -T �, GB TBC 4960.36' � -- --- ---- -e=_ ^ROW- - - - C-..1-...- CONSTRUCTION ANDgIR15o`' 9//N STA 3+17.59 ______ - CONTACT ENGINEER --- STA r STA 8+D4.88 __CURB AND10+23.16 __�STA 5+26.60 PC TBC i GUTTERBC 4951.31' IF DISCREPANCY IS STA 1+78.25 PT TBC 4958.97' I PC TBC 4953.56' FOUNDPT TBC 4957.00' " 'PT TBC 4960.14' STD ` i I ' +23.16 1 ALLEY I R15.0' I I i STA 7+94.27 GB TBC 4951.31' STA 11+05.73 �---------- � STA 2t25.09 ° APPROACH 1 A 5+15.99 STA 4+61.60 II GB TBC 4953.69' 1 I a GB TBC 4950.68'GB TBC 4959.76' (TYP) PC TBC 4957.71' II TBC 4957.15' STA 7+54.88 I 6.5' BOULEVARD AND 5' 1 1 W PC TBC 4953.85' WIDE, 4" THICK SIDEWALK. 1 ° DRAWN BY: JPS DETENTION POND 2 STA 2+40.84 R15.0' 11 I 4 R15.0' -SEE SHEET C5.1 1 >n I R15.0' i I i a SIDEWALK BY OTHERS. I PC TBC 4959.63' III e"i 1 I 1 W ti I 1 REVIEWED BY:CGB \! STA 4+76.60 _ ;4'U II STA 5+11.60 I rJ STA 7+89.88 SLOPE LIMITS 1 1 a III ° PT TBC 4957.70' I ^W r I� PC TBC 4957.00' i i W I i PC TBC 4953,55' { PROJECT ENGINEER:CGB I I j l i W v] u ! `\ \ i I 11 I I III m m III I DESIGNED BY: BRB BON TON AVE PLAN yy HORZ. SCALE: 1" = 50' 1� b III BON TON AVE.ALIGNMENT DATA b ALIGNMENT LINE DATA A� LINE # LENGTH BEARING START STATION START POINT END POINT END POINT L4 240.84 N29' 33' 07.95"E 0+00.00 N 515313.75 E 1572232.88 2+40.84 N 515523.2577 E 1572351.6684 L5 803.09 NO' 14' 17.32"E 3+17.59 N 515596.62 E 1572371.18 11+20.68 1 N 516399.7019 E 1572374-5191 ® �y b ALIGNMENT CURVE DATA CURVE # LENGTH RADIUS CHORD DIRECTION START STATION (PC) START POINT END STATION (PT) END POINT b C3 76.74 150.00 1,114' 53' 42.64"E 2+40.84 N 515523.26 E 1572351.67 3+17.59 N 515596.62 E 1572371.1811 py� °yam N N y0� qq O Q 0 g t b 496Co a m o 0 4950 O d..� _�..H_h..1O.�..N -0..� �.oj ...... O d' O eF t0 n.m'{p O N..� 00.�-0 O d O N -+rn-±..d, t pl +rn 4 W �^_�N_O.a0 �t0 .._.-._._..___._...._._.�_. -_........- F W d W '�- N -__ --.}..rn� rn.�-N..if/ b.� - vl ¢ J END ASPHALT +d' +rn +rn - 4970 _ a d'-d..a_ a + o ai a ¢N"•i- d' n ry m 4970 TBC WEST- �n N �^ WARP d J +rn n u7 0^N n a n a ut co _ ' t..rn. O.N...__._ _.._--"-- n ._.. -TBC WEST FINISHED GRADE AT fin. m W �.W ¢w _^�.i r a-�.,� ro..a N ul ........-_.C..O_- CENTERLINE rn m ¢d d w o.¢�_ J- -_o.a +. �n--'-- -1.25% _ -� - -----------'-- END TRANSITION N.. ,507-1.50 .74%------- TO 1.5% CROWN t9 END TRANSITION a 4960 4960 - _ - _ _0.869. -1.61% -0.93%_-1.267--0.58% ._--TO 1.5% CROWN --- -- EL. 9503018 BEGIN ASPHALT WARP - - - TBC WEST........_.-___ _ 4 _ ova H L28% 1.06% -0.38% _TBC EAST ----- TBC EAST EXT'G 4950 -BEGIN TRANSITION BEGIN TRANSITION TO 1.5% CROWN _ -- __ TO 1.5% CROWN ---- .BEGIN ASPHALT WARP MATCH EXT'G E� cV -- - ­1.5% CROWN THROUGH TBC EAST -0.52 ASPHALT ------------ 3x12"A-2000 CONDUIT INTERSECTION '---- _302"A-2000 CONDUIT 15" STORM PIPE-1x4"A-2000 CONDUIT ----- - ------- 1.5% CROWN THROUGH ------ 4940 1x4" A-2000 CONDUIT CROSSING 1.5% CROWN THROUGH INTERSECTION 4940 ® `^ I I 3x12 A-2000 CONDUIT INTERSECTION 3912'A-2000 CONDUIT I I 24" STORM PIPE - 1x4" A-2000 CONDUIT -- tx4"A-2000 CONDUIT 3x12"A-2000 CONDUIT ` ._ 1.5% CROWN THROUGH 15" CROSSING STORM PIPE & ® C EXT'G GRADE FINISHED GRADE INTERSECTION 1x4"A-2000 CONDUIT _---___ 4930 4930 00v ^° ao o ^oo 0 Ono m a n am m � � N o rn o n O O O 00 rn 0 j OD fD o n tO �+ co 0 o a r [O UJ t0 V) Y'1 N u'i Lo a n n M 0tV N O N Oi O O CX) j u7 V7 °O U7 V7 �D 0 m N N N 0 0 O 0 0 N N 0 N N 0 n u1 N N O 0 N 0 N rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn m rn rn rn m rn rn m rn m rn rn rn rn rn rn rn rn rn rn a s a s a � a �r a s a s a s a a "r a• a s d- � � a a e r .r <r � a v a s a s a < 'rt a a s a s � a � � I 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50 SHEET BON TON AVE PROFILE `s_ C2.2 HORZ. SCALE: 1" = 50' a VERT. SCALE: 1" = 10' roALLISONSUB. AS_BUI�� m ROADWAY gi PROJECT: 18-118 y DATE: 08-12-21 N N N O aF t`1NN 6 7 M- N7 O �O Y SCALE z �s 3ia�� 0 l inch= 50f t z z N�0 SO U a z J vwi O0 m REMOVE EXISTING FETS AND SAW CUT EXT'G E! EXTEND EXT'G 13.5"X22" CLASS 4 ASPHALT PAVEMENT RCP ARCH CULVERTS (3) BY 16' TACK COAT AND SEAL EACH INTO 12'X8' IRRIGATION ALL JOINTS. MATCH EXT'G z sv ri DIVERSION CONCRETE BOX SLOPE ASPHALT THICKNESS MATCH EXT'G CURB TBC = t0.29" REMOVE APPROX. 24' ±4949.95 4 EXT'G CURB AND GUTTER EXT'G CURB AND GUTTER. EXYG SIDEWALK 60' ROW INSTALL NEW CURB AND GUTTER AND RAMP N F SAW CUT EXT'G 35.0' TBC BETWEEN NEW CURB INLET ti ASPHALT PAVEMENT TO TBC AND EXYG SIDEWALK RAMP TACK COAT AND SEAL EXT'G ELECTRICAL * GHflIS G. N -ALL JOINTS. MATCH EXT'G CABINET o.uo t6 PE "- ASPHALT THICKNESS _ - __ % EXT'G TELEPHONE I CABINETS A OPPORTUNITY WAY 5+15� Q �O+00 Y7+00 2+00 3+00 m 4+00 5+0 R _ I ---------------�------• DRAWN BY:JPS 12'X8' IRRIGATION —.� —_ EXT'G EDGE OF— _ _ _ ASPHALT PAVEMENT-7 s REVIEWED BY:CGB DIVERSION. -- ---- ---------_�---- I_--_---------_ ----- - STA 5+15.16 _ I ��---------'--'-�---- ---' oc CONCRETE BOX STA 0+84.71 I' I STA 3+50.00 PC TBC 4951.02'- I i NON-TRAFFIC STA 5+65.16 PROJECT ENGINEER:CGB RATED WITH GB TBC 4956.49' I I GB TBC 4953,05' R15.0 i TBC 4950.68' DESIGNED BY: BRB ACCESS HATCH �I II I ,I III IW SEE STORM ON REMOVE APPROX 5' EXT'G CURB AND UTILITY EASEMENT ADA RAMP WITH !\ GUTTER AND BEGIN NEW CURB AND I TACTILE SURFACE SHEET C5.2 GUTTER AT CURB INLET. MATCH it CURB AND GUTTER (TYP) i 41 III I 1 EXISTING INLET TBC ±4957.48 s .I 1 I I I I RELOCATE 8.5' BOULEVARD AND 5' STA 5+30.16 it REMOVE AND I I EXT'G DEAD END it FILL EXYG RETENTION POND WITH I I WIDE, 4" THICK SIDEWALK. PT TBC 4950.99' BARRICADES CLEAN FILL. I I I I SIDEWALK BY OTHERS. I,I III N b REMOVE EXISTING FETS AND EXTEND EXT'G I I'I F V III i 22.5"X36.25" CLASS 3 RCP ARCH CULVERT BY I I SLOPE LIMIT(TYP) I 18' INTO 12'X8' IRRIGATION DIVERSION _ 'ryIIH tl I I I CONCRETE BOX SLOPE= t0.5% OPPORTUNITY WAY PLAN k� HORZ. SCALE: 1" = 50' � P, �n P�4 � 4 ® 4980 49BO N.IQ }m W.N_ 4970 O J + o M m o 4970 +.rn _.-_- FINISHED GRADE .- + W ® TBC - J 4960 EXTI 'G GRADE N W 4960 - -1.39$ ®TBC ------ -- -1.247 4950 71c-MATCH EXT'G TBC/CURB INLET 4950 P4N h 4940 4940 EXT'G GRADE FINISHED GRADE 4930 4930 Q N �D Of n M to o r O O N lP Oi <O M O N O o b N os at N N 19 O O O M d' f` O O O oD O N '� ® ' Wrn rn m rn rn rn rn m sn m rn rn m rn rn rn rn sn rn rn m 9 U/d b 0+00 1+00 2+00 3+00 4+00 5+00 5+50 0, } SHEET OPPORTUNITY WAY PROFILE z C2,3 HORZ. SCALE: 1" = 50' VERT. SCALE: 1"= 10' ALLISON SUB. � m ROADWAY 99 PROJECT: 18-1111 DATE: 05-12-21 N N NO H O N N N STA 0+83,28, STA 1+02.03 STA 1+20.78 STA 1+39.53 STA 1+58.28 STA 1+77.03 STA 1+95.78 r$ -STA 0+71.26, -TBC 4960.86'- TBC 4960-96' - TBC 4960.86' - TBC 4960.76' -TBC 4960.66' - - m TBC 4960.74 TBC 4960.45' TBC 4960.14' ax`3sa K SCALE 7 x x.:.vaa STA 0+59.53, linch= 1OFeet +45.82, TBC 4960.63' STA 0 s HORZ w T� TBC 45. 2 STUDEN CALE T DR.VERTICAL CURVE GRADES. S : 1"= 10' zo STA 0+45.78 STA 0+83.28 STA 1+02.03 STA 1+21.27 STA 1+39.53 STA 1+58.28 STA 1+77.03 0 r, 0 CL 4960.24' CL 4960.66' CL 4960.7T CL 4960.80 CL 4960.7T CL 4960.66' CL 4960.49' w _ - - - STUDENT DRIVE ALIGNMENT DATA STA 0+37.96 - - a � CL 4960.10' STA 0+64.53 ALIGNMENT LINE DATA z _ STA 0+47.66 CL 4960.48' STA 1+95.78 o m j Iv TBC 4960.96 CL 4960.24' LINE LENGTH BEARING START STATION START POINT END POINT END POINT n w I ¢ L6 631.21 S89- 45' 42.68"E 0+00.00 N 516054.03 E 1571741.87 6+31.21 N 516051.4041 E 1572373.0714 STA 0+58.31 TBC 4961.16' L7 205.72 S89' 45' 42.68"E 6+31.21 N 516051.40 E 1572373.07 8+36.93 N 516050.5490 E 1572578.7927 Z c i ri LB 100.00 S54' 28' 19.39"E 9+29.32 N 516022.63 E 1572665.33 10+29.32 N 515964.5151 E 1572746.7175 STA 0+69.88 STA 1+95.79 ALIGNMENT CURVE DATA e� rq TBC 4961.33'- STA 0+83.28_ _ STA 1+02.03 - - - STA 1+20.78_ _ - STA 1+39.53 STA 1t58.29- _ STA 1+77.03_ ?: TBC 4961.45' TBC 4961.56' TBC 4961.46' TBC 4961.31' TBC 4960.67' - TBC 4960.18'- - - CURVE # LENGTH RADIUS CHORD DIRECTION START STATION (PC) START POINT END STATION (PT) END POINT .g, TBC 4961.01' "•" - - - - - - - - -. - - - - - - - - - - - - - I I C4 92.39 150.00 S727 07' 01.03"E 8+36.93 N 516050.55 E 1572578.79 9+29.32 N 516022.63 E 1572665.3343 rrP 1-PE ADA RAMP WITH IR23.0' I li; III I j / / \0 TACTILE SURFACE (TYP) STA 1+95.78 i I i CURVE DATA I STA 0+45.82 I 1 I I II I GB TBC 4960.14' s1 s STA 6+48J1 STA 0+25.01 PCC TBC 4960.50' i. I I 3 II R=150.00 / / DRAWN BY: JPS MATCH IXT'G CURB TBC (3) 12" PVC CONDUITS I II �I I N IN I� PC TBC 4953.56' o L=92.39 / / // / STA 2+64.33 STA 6+13.71 I!� III I li O0 A=35'17'23" / / / REVIEWED BY:CGB PC TBC t4960.10' (1) 4" SCH40 PVC CONDUIT GB TBC 4958.99' PT TBC 4953.56' li STA 6+53.10 n SCALE GB TBC 4953.69' PROJECT ENGINEER:CGB 1 1 (TYP) I I I 6.5' BOULEVARD AND 5' ADA RAMP WITH III 3 III G R15.0' / / / DESIGNED BY: BRB REMOVE EXTG R35.0' w I k STA 8+36.93 / o ss so ADA RAMP I I I I I WIDE. 4" THICK SIDEWALK. TACTILE SURFACE (TYP) I I, S STA 6+63.71 PC TBC 4951.52' STA 0+59.53 I I SAWCUT AND REMOVE SIDEWALK BY OTHERS. R15.0' I M PT TBC 4953.55' PRC TBC 4960.63' I I I o / STA 9+2'g lh)ch� 50 feu APPROX. SO LF OF EXTG s 00 / / gggg / CURB AND GUTTER I _ R35.0' I 60.0' ROW STA 5+98.71 I I� STA 7+01.21 0 // // PT TBCV11 42' / SAWCUT AND REMOVE EXTG STA 0+71.26 .-_ _-___------ 1_ I 35.0' TBC PC TBC 4954.02' ' s 1 GB TBC 4953.12' ASPHALT. REPLACES GB/PT TBC 4960.74"_ -_ -_ - ---- _0 TBC =- _= - - -r `° -- „�_,_,_-_- _ / / 9+46.82 �y PAVEMENT TO MATCH EXTG i - L I I _: a STA 5+50.00'-_=-- -� -- / .� TBC 4950.22' THICKNESS. -ROW�-GB TBC 4954.93' AND SEAL ALL JOINTS. I STA 9+96.82 0+00- 1+00 2+00 W 3+00 W W W W W W W W W W �� STA 0+23.48, 0.00' -1 L6 4+00 5+00 6+00 7+00 L7 8+00 w �. / VALLEY GUTTER I n: ~ . - STUDENT DR ii . _ . 5 C4 gxQ\ \ v PC TBC 4949.46' MIDPOINT EL. t4959.86' I i1 n' - =�11 - _ - - - -- T \ 5.0- STA 5+55.00 --- S \ \ � 1OW �- s STA 1D+11.82 GL GB 4955.02n PT TBC 4949.10' STA 2+96.83 SAWCUT AND REMOVE APPROX. LL COB I I PT TBC 4958.53' 10 UTILITY EASEMENT TYP r �� \\e / ��\ G ® Fy STD ALLEY \ O b 60 LF OF EXTG I i I I R15.0' STA 5+50.00 I I i STA 7+01.21 � �tx xpp sas�t SIDEWALK I i APPROACH �I III III I I GB TBC 4954.93' III I I GB TBC 4953.12' )� 1 STA 1+95.79 I I I ` I STA 2+81.84 CURB AND GUTTER I I I I �' I 1s STA 6+63.71 STA 9+29 4950.42 P STA 0+23.17 I i GB TBC 4960.18' 9 I i PC TBC 4958.81' PT TBC 4950.42' ` STA 5+98.71 1 I I I PT TBC 4953.85' STA 9+47.00 �i f� MATCH EXTG CURB I - - I i I „ / (3) 12" A-2000 CONDUITS a°>� PC TBC t4960.52' STA 0+69.88 I I I PC TBC 4954.j7 I 9 i / (1) 4" A-2000 CONDUIT A GB/PT TBC 4961.33' 1 i SLOPE LIMIT(TYP) I i 3 I - R15.0' GB TBC 4950.22' �/ (TYP) EXTG CURB -R35.0',--j I I I I I !I I I I I I R15.0' i I 1 I I II TYP, I- I - + STA 6+46.71 6 STA 4949,8 ' f� I� AND GUTTER STA 2+31.84 T ' - - � - ' -i' i O 1� Pa STA 0+58.31 PC TBC 4959.54' I I Fs I s STA 6+13.71 I� I I I II PC TBC 4954.31' 'ppEC TBC 4949.6T / /c� STA 10+11.82 PC TBC 4961.16' ,I I VALLEY GUTTER (TYP) it E� I W i PT TBC 4954.31' y PT TBC 4949.87' / > I s I R15.0' .I :Pi I 1 I 3z li 'POD R15.0' 3.5�) / i� R35.0' i "' - I I I I O N I� STA 8+36,93 F' STA 0+43.71 I STA 2+46184 ,"'1a U III I I I (i III z U I I I PC TBC 4951.52' �/ / Tp _/ y PC TBC 4960.89'. '''I PT TBC 4959.37'I O I I) I p� t R23.0' VPI STA. 1+14.26 STUDENT DR.PLAN VPI EL. 4961.49 K 50.00 HORZ. SCALE: 1" = 50' LVC 168.24' 4980 4980-,--- - - a Na W0..0 STA. 6+14.21 EL. 4953.48vs o ao w }ON) N u) 4970 ¢ °* ¢w ¢ d w FINISHED GRADE AT +rn Z n(��""+ ---' ._ r� 4970 CENTERUNE '�..a- -o t'a++rn n.a-,,.._.._...- --..__- -M g W STA. 0+22.18 - - _.__ .. - ---- EL 4959.94 0�_.. �- ¢w z Q.t. - d WARP ASPHALT -_ STA. 10+12.32 --'---- EXT'G GRADE m rn �n {-no.a en e�1 �--� �i o w G3-- w BACK TO L. 4948.897 -- -- - - -INTERSECTION 82� ----- ---- -1.69% TBC_ S mN TBC S- STA. 9+46.824960 l-m1 ►a (~ e�"a 4960 _ SAWCUTSTA.EXTG EOP --- TBC NORTH -. _1.54% - STA. 2+00.00 - -1.42%BEGIN ASPHALT WARP -2.39 EL 4950.31 '- a vy M t 4960.00 TBC SOUTH EL. 4960.17 - ---TBC N TBC N B% -2•77% .00 a 4950 4950 UTILITY CONDUIT---,.-_ -,_'-,-__- ---„-__„_",,.-BEGIN ASPHALT WARP -CROSSING EXTG STORM _ _--3x12" A-2000 CONDUIT 3x12" A-2000 CONDUIT- -CULVERTi IJi Fy tx4 A-2000 CONDUIT ix4"A-2000 CONDUIT h 49403x12"A-2000 CONDUIT 4940 a ----- CONCRETE VALLEY GUTTER----------- 1x4"A-2000 CONDUIT e� w -' - EXTG GRADE FINISHED GRADE - '-- 4930 4930 ;� SHEET NdN 010) W tW0 DNJ OW LLO 0N) rO O@ CN NN 1107 Wd nO) NM Oul Mo C2e4 0 0 O O O r O N O n m N oo O N u) N Y] <D < N o O 40 O uJ O Lo w 0 O o v) V) 10 v) 4 u) In N o N o LO u) o i0 u] oo N N v) u) u) N N u) u) Q u) m a+ rn rn m rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn m rn rn w w rn m rn rn rn m os rn rn m rn rn m rn m - ALLIISON SUB. 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 6+00 9+00 10+00 10+35 AS-BUILT TILT m ROADWAY il STUNDENT DR.PROFILE L ls �J JL PROJECT: 18-118 HORZ. SCALE: 1" = 50' DATE: 08-12-21 VERT. SCALE: 1" = 10' -- ---- m�O W - _I-.o-lip^ Inl W _ O _STUDENT DR. ® S W m SCALE SCALE P o SEE C2.4 � 'a n m sm >s sos I nn oA• a�f� STA 0+17.51.- linch- 50fat linch= 50 feet 1 -STA 0+17.49 TBC 4961.39 r--- TBC 4961.15 STA 0+29.00 I ETA 0+26ss EDGE FUTURE EDGE FUTURE SIDEWALK 4961.3E ry�00 Z / \\\ \ \ / OlSA /✓ -% `\\\ \ �.�\ \ SIDEWALK 4961.59' 'a" I COB STANDARD I III I Q' z o STA 0+17.50 \\\ \ '�' .... \ i O ALLEY y I I O Fj PT TBC 4957.00' \ v/i \ i T+ I-APPROACH I TYP 11 I 3 12" A-2000 CONDUITS .� ADA RAMP WITH I I I I I I MIN w o \ \ '� STA 0+58.99 STA 0+58.99 0 0 O o / ' / TACTILE SURFACE (lYP) '� 4 -I I _ 0.00 (1) 4" A-2000 CONDUIT "Op �� R15.0' CURVE DATA \\\ \ \� EOP GB 4961.87' EOP GB 4961.87' I a I�- sn \ / (TYP) S GO TA BC 49 9 R-150.00 \\\�\ I I - I ' 'P28p ow i GB TBC 4957.15' - ---------------- I I I ` L=14323 I I O• 2.50% \� STA 0+32.50 \\ \ \ \\ _ - - ' - - ' - - I I 3 I I 'a U - ! =5442'3T �\ II W PC TBC 4957.00' \\ \ \ Il_ I - ' --�� m i I O� III I z of ri i STA 0+70.00 GB TBC 4956.39' /./ .; STA 4+44.35 I; 30.00' CITY ADOPTED FIRE CODE Gvv\ oPT TBC 4949.87 II I ROW 0+17.50 `� \ `� \`, o I T ; I ACCESS ROAD TURNAROUND \ \ STA 1+59.84 fR15.0' STA 4+79.35 20.06' - PC TBC 4957.71' HORZ. SCALE: 1" = 50'PC TBC 4954.65'�\ \ STA 4+29.35 N I I PC TBC 4949.46' I ALLEY 3 � T� R15.0' \ PC TBC 4949.87' IINWSTA 0+32.50 \ _-_PT TBC 4957.10 \ \ \�� I £ I R15.0' I I EOP PC64963.54" -- STA 3+03.07 s I I N s S _ _ STA 4+94.35 o ' STA 0+70.00 \ 2x -PT TBC 4951.89'�= I I I I O \ ! a PT TBC 4949.10'----- I s + s CURVEDATA\ \ - - - - - - - - - \ GS TBC 4956.40' O` \ ROW e I I I s? I s \ ~-- - -- - -STA 8+63.85 - DRAWN BY:JPS I TBC 4956.42 _ � - - - - � � REVIEWED BY:CGB STA 1+59.84 � ' I - �.� L=39.27 - ----- - ---- --- I O`! I PC TBC 4954.65' \��`\ \ W 3+OOW L12 4+10 s 5`00 I ! I ,pmgg•59'35" / I I I EDGESTA OFSFUTURE 1 I _F V III PROJECT ENGINEER:CGB t \ S7TH AVE s I I STA 8+22:34 Kz _ I O IDEWALK 4958.6E I W I(� DESIGNED BY: BRB \ SLOPE LIMIT(TYP) \ �� _ _ - - - - - I I I ,V0 STA 4+27.28 EOP GB 4958.99' i I I III II -ROW EDP PT 4963,36' \. \ UTILITY EASEMENT ���� `- ----- -- -- ---------- --- ��=,. 's \o -1 - - . - - - ---ftOW- - CURB-AND STA 4+94.35 STA 3+7461' qx0 II \ GUTTER I EOP PC 4963.61' ` .OW -B� W -5+00 yyyy 6+00-L74-4 ALLY W7+00-W 6.5' BOULEVARD AND 5' STA 3+03.07 TBC 4949.07' \ - _ F-- -� - `\ WIDE. 4" THICK SIDEWALK. PT TBC 4951.89' ROADWAY CL .°W' I �\ - - - - N I I b 0o ADA RAMP WITH I •sY - - - - - - -'ROW- - - IIR II 1 FUTURE BY OTHERS. - 7Q `� I s 4 TACTILE SURFACE (TYP) I `- ------- - _- _ I II _ ------- -------- -------- - - '- - - �m STA 4+61.85' I 'h5�0 - EDGE OF PAVEMENT ------ I it i 1 Q- STA 8+22.34 \7 I III I! I I STA 4+14.27 I I I STA 8+52.357 c 1 GB TBC 4949.31'- �\\ STA 3+94.63 EOP PT 4963.50' SLOPE LIMITS EOP GB 4958.99' EDGE OF FUTURE STA 8+63.85 EDP MID 4963.72' I I I I I I SIDEWALK 4958.82' TBC 4958.59 S 7TH AVE.PLAN - I I I I I ALLEY PLAN HORZ. SCALE: 1" = 50' - s� (� HORZ. SCALE: 1"= 50' S.7TH AVE.ALIGNMENT DATA ALLEY ALIGNMENT DATA ® � ALIGNMENT LINE DATA ALIGNMENT LINE DATA y LINE LENGTH BEARING START STATION START POINT END POINT END POINT LINE # LENGTH BEARING START STATION START POINT END POINT END POINT b �POa -L11 159.84 S8g' 45' 42.68"E 0+00.00 N 515773.13 E 1572371.91 1+59.84 N 515772.4655 E 1572531.7553 L13 374.99 SO' 16' 19.67"W 0+00.00 N 516053.45 E 1571881.22 3+74.99 N 515678.4674 E 1571879.4387 ram. L12 196.93 N35' 31' 40.61"E 3+03.07 N 515835.30 E 1572654.45 5+00.00 N 515995.5649 E 1572768.8879 L14 467.09 S89' 45' 43.98"E 4+14.26 N 515653.35 E 1571904.32 8+81.35 N 515651.407.9 E 1572371.4088 �q s�-s k� pq ALIGNMENT CURVE DATA ALIGNMENT CURVE DATA �I CURVE # LENGTH I RADIUS I CHORD DIRECTION START STATION (PC) START POINT END STATION (PT) END POINT CURVE # LENGTH RADIUS CHORD DIRECTION START STATION (PC) START POINT END STATION (PT) END POINT C6 1 143.23 150.00 1 N62' 52' 58.97"E 1+59.54 N 515772.47 E 1572531.76 3+03.07 N 515835.30 E 1572654.4536 C7 39.27 25.00 S44' 43' 28.01"E 3+74.99 N 515678.47 E 1571879.44 4+14.26 N 515653.35 E 1571904.3196 b � 4980 4980 4990 4990 o.os n'In '-- --- In q 4970 o a o o 0 4970 4980 O 4980 WARP ASPHALT o N wIn-o-,�IG m +m F w ¢W -BACK TO o In 2 m d- n r o ..-...-n..�-- ._ - _._.. .-... o C, c� -m" + °s - Ix-.� ' • -"' FINISHED GRADE AT INTERSECTION rn a a m ;_om-.-. .....-_.._ o _- O m,d.- + ALLEY _ w N oo N TBC S <. FINISHED GRADE AT r+ 0 o -- w CENTERLINE - -+ +m APPROACH w CENTERLINE 4960 - od w-¢w 4960 4970 BACK OF SIDEWALK 4970 o EXYG GRADE _ _ EXT'G GRADE ALLEY- -- -1.939;'--- -0.749 0.53� _ _ _ 4960 to N TBC N- 0.55% -- -- -APPRO1CH b N 4950 3x12"A-2000 CONDUIT _ 4950 4960 - 1x4"A-2000 CONDUIT --- - - - �p ad ------- BACK OF SIDEWALK 302"A-2000 CONDUIT _ o BON TON AVE -_ --__- -1x4"A-2000 CONDUIT --- -3x12"A-2000 CONDUIT '00 -STA. 0+00.00 --- -------- -"--- 1x4"A-2000 CONDUIT STUDENT DR 494,0 EL. 4957.24 4940 4950 4950 STA. 960.77Do BON TON AVE- ® U - - EL. 4960.77 - -- -- - � STA. 8+81.35 % b W -- E)WG GRADE FINISHED GRADE- "EXT'G GRADE FINISHED GRADE .-."-. EL. 4958.59-.._. 4930 4930 4940 4940� 00 M eX n r 0 0 m a N h N m •t M) N m m m m N n M M to O N n O N n O m N d h m 0 O 10 m 0 N Q m In d' o 01 a N fe m le m M ci O m m O Q O m N O INppp I(1 m m I� f0 t0 M O� r t� a N I� N O m N O m m N M) O m N N m Il u? In O h o o t0 N IN m In X) M M O N m m O d m4 a 0 N m N O 0'INN TOO IN !D INo INo n IN b m IN N IN m N 0 BOO toe 0 TOO C, In N N o5 N N N In N IA N In C, m m m N N m m m N m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m am SHEET � < a � � � � a s � a d- a d• a 0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+85 C2"5 ALLISON SUB. S.7TH AVE PROFILE ALLEY PROFILE AS-BU11, o ROADWAY HORZ. SCALE: 1" = 50' HORZ. SCALE: 1"= 50' o PROJECT: 18-118 VERT. SCALE: 1" = 10' VERT. SCALE: 1" - 10' DATE: 08-12-21 0 0 N l i I O I I I I I I 0 Q ry N r N I I I I g I VARIES __---�' -IL L ---------- ---I--_---------------- --------J 9.0' 9.0' 78' 1' - - - - - - Wo Da W W W W W W � �2.� 3.0% ���� VALLEY GUTTER (TYP) o S -STUDENT DR.- S S S S iii� �� k, 3�0% o + ` o SEE C2.4 iin _- - _- -_-_-_-_ -_ -_ -_ - - -_ -_-__ 9 `' - \j,'\ \'\ F j w _z STA 0+17.52 - __ -� ---- v� '' "' ~ \� \ 6" CRUSHED GR7.ASE / w -STA 0+17.48 -- ---- -----� r- COURSE 1-1 2 m z PC TBC 4959.54' I PC TBC 4958.53' I 3"ASPHALTIC CONCRETE ( / III R15.0' I I R75.0' I. COMPACTED 6" OF 1-1/2" MINUS CRUSHED 18" PITRUN GRAVEL SUBGRADE g c>v 17I g III I I _ GRAVEL BASE COURSE (6" MINUS) (TYP.) rr STA 0+32.52 I I w r STA 0+32.48 c PT TBC 4959.37' I I m z I to PC TBC 4958.81' 10" SUB-BASE COURSE AS REQUIRED o o I I I 4 I� AFLER SUB GRADE COMPACTION THE ROAD FOOTPRINT IS TO BE PROOF o I + I (6" MINUS PIT GRAVEL) w c ROLLED WITH A FULLY LOADED 10 CUBIC YARD DUMP TRUCK TO IDENTIFY n m STA 0+86.90 I STA 0+86.90 I III O N h I SOFT AREAS THAT YIELD UNDER LOAD. SOFT AREAS THAT YIELD UNDER worn 3 I I GB TBC 4959-64' STA 6+13.83 I ;[��J I LOAD OR PUMP ARE TO BE OVER-EXCAVATED 2 FEET BELOW GRADE AND 0 Q GB TBC 4959.64' I I _ rn - PT TBC 4957.00' O W fill, BROUGHT BACK UP TO GRADE WITH ENGINEERED APPROVED GRAVEL FILL 6 5' BOULEVARD AND 5' ICU 1 I J �I-WIDE, 4" THICK SIDEWALK.- W cWi� THEN COMPACTED TO SPECIFICATIONS FOR THE FILL. ENGINEER SHALL I I I I 1 I I SIDEWALK BY OTHERS. WITNESS ROLL TEST. o �i ri CURB AND GUTTER I STA 2+45.76 I R75.0' I z I I I TYPICAL ALLEY WITH GRAVEL TURN AROUND SECTION ,I PC TBC 4960.71' STA 5+98.83 NTS �--- PC TBC 4957.38' I I rn ROADWAY�. III NO PARKING I N I I _ - ia� CURB PAINT (3) 12"A-2000 CONDUITS I I --------- ---------SLOPE LIMIT + I 1 4" A-2000 CONDUITSTA 3+80.82� (TYP) , TN I , STA 2+96.83 c) I III I I PT TBC 4960.58' (TYP) I I PT EOP 4962.31'STA 2+45.76 I I 1 / ,�1% �n.PC TBC 4960.71' STA 3+08.015+52.43 m I - I II PT4960.49'_.GB TBC 4958.11'- -- �- STA 3+66.39 �- - 20.0' ROW / O dpSTA 2+59.17 ROyy L = - _-I_- - SiA 0+00.30 180' EOP PC EDP 4962.60' 3 TBC GB 4960.73' ( < - - - - - - - - 9 Nr - P 49 ___ / so STA 2+59.17 1nr EO 67 70 TO EOP _ __ _ O� _ ° TBC GB 4960.73' \ 3+00 W 4+00 W L10 W 5+00 W W 6+00 6+31 ni L------L- ---- - - - r -- INSTALL ALLEY \S DRAWN BY:JPS -VOLLMER ST - _ 0+00 1+00 C8/ // APPROACH .I-- S-I I --S- ^nw{ IiiS - r - L75 2+00 3+00 - CURVE DATA m _ �Z REVIEWED BY:CGB - ALLEY- - -I-- �- R-32.50 - - - - - - - - - - - - h ---- --- STA P 4962PROJECT ENGINEER:CGB STA L=51.07 - ROW =1= _ 8.04 STA 4967.�0 .p -----_----_ s `PI EOP 4962.31' ;; DESIGNED BY: BRB A=90'02'02" - -- . 2 STA 3+66.39 STA 5+52.43 F SCALE d SLOPE LIMIT PC EDP 4962.60'- �-` - - PC TBC 4957.71' I s ( )GB TBC 4958.11' o TYP STA 3+78.7015.0' ; I STA 2+96.83 STA 3+08.01 1i . PT EOP 4962.54' S, v. o� STA 6+13.83 0 PT TBC 4960.58' PT GB 4960.49' I ml fO I PC TBC 4957.71'I III m I Iiuch= 50 feet CURVE DATA STA 4+38.05 '` ` STA 5+38.24 -- - PI EOP 4962.54' `' EDP 4960.26' VOLLMER ST PLAN R_34.060 x�9 �I HORZ. SCALE: 1" = 50' GRAVEL TURN AROUND 6=29.23.70" SEE SECTION THIS SHEET STA 5+38.24 C EOP 4960.26' a VOLLMER STREET ALIGNMENT DATA ALIGNMENT LINE DATA SOUTH ALLEY PLAN HORZ. SCALE: 1" = 50' P4 LINE # LENGTH BEARING START STATION START POINT END POINT END POINT FH L9 245.76 SO' 16' 19.67"W 0+00.00 N 516052.93 E 1572006,22 2+45.76 N 515807.1743 E 1572005.0514 SOUTH ALLEY ALIGNMENT DATA ® ® (� E L10 334.50 S89' 45' 42.68"E 2+96.83 N 515774.52 E 1572037.42 6+31.33 N 515773.1299 E 1572371.9148 ALIGNMENT LINE DATA b W 0 ALIGNMENT CURVE DATA LINE # LENGTH BEARING START STATION START POINT END POINT END POINT 000� � CURVE LENGTH RADIUS CHORD DIRECTION START STATION (PC) START POINT END STATION (PT) END POINT L15 366.39 S89' 40' 44.57"E 0+00.00 N 515345.75 E 1571835.29 3+66.39 N 515343.6940 E 1572201.6729 C5 51.07 32.50 S44' 44' 41.50"E 2+45.76 N 515807.17 E 1572005.05 2+96.83 N 515774.52 E 1572037.4160 L16 55.30 S80' 24' 50.96°E 3+83.74 N 515339.27E 1572218.25 4+39.03 N 515311.9682E 1572266.3417 L17 100.43 S48' 23' 05.07"E 4+39.03 N 515311.97 E 1572266.34 5+39.47 N 515245.2677 E 1572341.4280 eaa W4 ALIGNMENT CURVE DATA CURVE # LENGTH RADIUS CHORD DIRECTION START STATION (PC) START POINT END STATION (PT) END POINT 0 VPI STA. 2+65.00 C8 17.35 34.00 S75- 03' 37.96"E 3+66.39 N 515343.69 E 1572201.67 3+83.74 N 515339.27 E 1572218.2548 VPI EL. 4961.00 K 51.16 LVC 86.0.03' 4980 4980 ' o n rn n o m w.a; -m- m a.N ro.0 ---- --- rn o a m 10 + a 1d o.m -FINISHED GRADE AT ,�a __.. 4970 •_ d w WARP ASPHALT CENTERLINE w a 4970 0 w __ N,vrni __,. BACK TO - - -w d w J o a m 1O ... om '�°1 4980 -TBC WEST---INTERSECTION -'-_ a EXT'G GRADE �i dw 498C FINISHED GRADE AT ± o NN 0° _ - -�i d w --CENTERLINE ---- o N D.N _ ........ f�q N ...-- ---TBC S - �i U, ¢GI ... EXT'G +, +col m a a ..---- ---- GRADE ro a a.� _...... 4960-3.0%_ .67% 4960 _.-.... ......-------...__ - - O% 4970 � � _.._...._.--_, BEGIN ASPHALT WARP -- -._..__- -BACK OF TBC EAST TBC N - -0.90% -----........ _ SIDEWALK 3x12" A-2000 CONDUIT 1.9 ---- - 3x12' -20000 CONDUIT - 3, 0 3.0% 4 4950 1x4" A-2000 CONDUIT 1x4' A-2000 CONDUIT 4950 _..--2.08% --�STUDENT DR - - -- �-a CONCRETE VALLEY GUTTER 4960 4960 STA. 0+00.00 --- --... BACK OF SIDEWALK._...... a O W EL. 4959.08 a rL BON TON AVE - _.-_ -. " N 4940 STA. 6+31.33- 4940 C) ----- EL. 4957.24 -- - 4950 4950 € W EXT'G GRADE FINISHED GRADE hd -- 3x12" A-2000 CONDUIT_ - EXT'G GRADE _...FINISHED GRADE tx4"A-2000 CONDUIT 1 c N 4930 4930 o n m n °r° o N m M n m rn rn o h N m n o n 4940 4940 m m o N n N M N m N _...._.._..__._.._._._ _.._....-..- n m m m m ai of O O G 0 0 O O rn rn m rn m m m m r t` m N O O m O N 1O 1D M, a m 0 M m N r r a m N O m m m m m m m m m m m N N N m m m m N in m N q ._ m m N m m m m 10 N h N O a a? t0 e0 m i rn rn rn rn rn rn m m rn rn m m rn rn rn rn rn rn m rn rn rn rn m rn m SHEET a s s a s a s -t a a s N r n n m 10 <o ro �i vi n a °i r�i LV N o 0 m m m m m m m m m m m m m m m m m m 1`O m m m � rn m rn rn rn rn rn rn m rn rn rn rn rn rn rn rn rn rn rn rn rn 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+35 a s a s a s a s a s a s a s a s a s a s a s a C2"6 0+00 1+00 2+00 3+00 4+00 5+00 5+50 ALLIISON SUB. i VOLLMER ST PROFILE SOUTH ALLEY PROFILE AS-BUIL b ROADWAY HORZ. SCALE: 1"= 50' HORZ. SCALE: 1" = 50' 3 PROJECT: 18-118 VERT. SCALE: 1" = 10' VERT. SCALE: 1" = 10' < DATE: 08-12-21 N Q N 0 IV o6 -__ Q r SCALE 0 I inch= 50 feet z 0 p I I � \ W W W W W W W W W -R I m ALLEY a. I !I _ -zry 0 10' MIN. I CRRIS G \\ I I I I I I / UD Ki N- UTILITY 825 PE / / _ __WATER MAIN SEPARATION_ _ EASEMENT v` CO v I W W 0+� + q'la W 2+0 W S +0 S 1 S W4+00 If // // / DRAWN BY:JPS i c ARNOLD ST.-t S /W ' y //�// REVIEWED BY:CGB STA 4+00.00 STA 0+00 m, SSMH #2 �n 'T S"o a / PROJECT ENGINEER:CGB EXTG SSMH (SSMH.1% 8" SDR35 PVC - 0 DESIGNED BY: BRB 1) REMOVE CAP AND -------- --SANITARY SEWER --- ------ _ S CONNECT TO EXTG 8 8" SDR35 PVC SANITARY SEWER I I 4" SDR26 STA 5+57.51� x / SEWER SERVICE SSMH (TYP)(SEE NOTE) ARNOLD ST SEWER PLAN j HORZ. SCALE: 1"= 50' NOTES: 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO 4 THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE ® �I 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. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN pq STANDARDS WITH CLEAN NATIVE MATERIAL. 1� 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. p� ®. 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY p�-� PRIOR TO CONSTRUCTION, IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN kid rn ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY.IN CONSTRUCTION. 4990x n 4990 SEWER SERVICES ® b o a n STATION L R I LENGTH IDEEP SVC b 4980 0 x w---._-- v�i w- 4980 1+29.9 L 43.0' Y zZ- 1+61.6 R 43.0' Y o ,.,,. �I N 1+85.97 2.10.0 L 43.0' Y o a o UTILITY FINISHED GRADE q n rn 2+80.1 R 43.0' Y NEW STORM o a in X. _ 2+80.5 L 43.0' z CONDUITS MAINS EXTG GROUND ABOVE SSWR +��F r;m 3+16.6 R 43.0' 4970N x- ABOVE SSWR MAIN rn o - o 4970 --MAIN �"D �g �_ 3+51.0 L 43.0' y ¢m>> Z p_ 3+94.1 R 43.0' y Fg» 3+83.95 4^9 A L 47.1' Y z z 4+75.9 L 55.0' Y 11-NEW WATER ----- L--- 5+06.3 R 34.9' Y 4960 I MAIN _ - - -- ---- ---- -4 I--- 4960 -- L -- _ --------- -`- NOTE: � eu 1. ALL SEWER SERVICE ARE 4" SDR26 8" SDR35 PVC L=309.09 LF, S C.�:,;0.55% UNLESS OTHERWISE NOTED. INSTALL ALL op---- _---. - 4950 4950 SERVICES AT 2.0% MIN., MAX_ SLOPE, AND CAP PER COBB DSSP. 4 A EXTG SDR35 8" PVC REMOVE EXTG SDR35 8" PVC CAP AND SS= MAIN CONNECT NEW PIPE. INV. 4950.58,50.51-..--- a S=^ 0.55% CONTRACTOR TO VERIFY PIPE SLOPE & .. a 8" SDR35 PVC- EXTG INVERT PRIOR TO CONNECTION. m w L=155.51 LF, WATER MAIN 4940 w Ste' 4940 CROSSING {/q�7 TOP OF PIPE --0.40% _ FINISHED GROUND EL SEWER INVERT EL. - - -- �0 N d p 0 4930 m C, C, m m m 4930 O Ml � N � N � � 7 a O - / r m m rn m rn rn C, 0 A m m m m C' rn rn rn rn 0ol0 0+00 1+00 2+00 3+00 4+OD 5+00 5+75 �-a SHEET a C3"1 ARNOLD ST SEWER PROFILE AT I ISON SUB. HORZ. SCALE: 1" = 50' p � }� m SEWER LD VERT. SCALE: 1"= 10' S=B IL.I7 IL 7T gi PROJECT: 18-118 y DATE: 08-12-21 N W O Q N p cV c6 pp O SCALE I I j I I I-iYt s v I I I I I Y I 15 1 I I s I m _ I rn I I II II JI II I I 3`3 linch- 50&cr - - - �uWi I I ILIII �V I I I I ��� III II II III I E I-�Y T O W I I I I I I II I I I rI y f I I I I lr _ ' - - - - �I m ro e o II II I I III I�f C�> r rr I I �L I I I x �� �� / / - - - • � . I JI I � I I I I I III II II III � I I�T S Y I I I I I I I J I y � STA 0+00.00 /�SSMH #4 8./ I IIT I I 11 1 I I I I I 1 1 I k E I � y STA 1+370- - z I SSMH #3\ I M I I I III to I I I EXTG 8" SDR35 SEWED i M�,I�1 10' MIN. I I�il+ S I I I 8" SDR35 PVC SANITARY SEWER III III SEPARATION I L=35 LF, S=0.50% { N IL�. INSTALL PVC CAP, INVERT 4941.56 Ny 4" SDR28 // :a$,�`OS ° Sz�0° �� � -----� - --- -WATER MAIN --------J - �_ L---- cxais ----- SEWER , R - - - -� ' --------------- (TYP)(SEE NOTE) / �\ y - - ------�� - -- -m '"�------------------ -------- SAWCUT UNE 25PE I \ / / W ' W yyW�� W W "- W W W w w IN r EXT'G ASPHALT. `°ExsE° 2l 3+00 4+00 ni 5 S 6+0 7f00 n 8 0 9+00 10 S S-I S �i S + TO BE REPAVED / ®\ S i--- S-F S-f S-I S-I 1+ DURING ROAD 10 nn BON TON AVE n �m �� CONSTRUCTION . �._. STA 0+05.33 SSMH #9- -------- �- DRAWN BY:JPS 8" SDR35 PVC_-STA 4+94.73___- T -� x _ ____ �-�� - - - - / STA 2+79.70 T r ------- -----------� T ------- ------- E EXTG SSMH REVIEWED BY:CGB / / SANITARY SEWER SSMH #7 - / / SSMH #5 I p 1 I I I I III I STA 7+73.00 I I I f I (SSMH #8 PROJECT ENGINEER:CGB / UTILITY EASEMENT III w III I 8" SDR35 PVL 35NLF,RS OE50%ER STA 10+89.71 E DESIGNED BY: BRB INSTALL PVC CAP, INVERT 4941.56 SSMH #10 IaI BON TON AVE SEWER PLAN NOTES: b HORZ. SCALE: 1" = 50' SEWER SERVICES 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO STATION L R LENGTH DEEP SVC THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE 0+88.75 R 38.0' Y THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, 3+43.06 L i 38.0 Y SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 0 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN 4 STANDARDS WITH CLEAN NATIVE MATERIAL. NOTE: 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 1. ALL SEWER SERVICE ARE 4" SDR4, EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY UNLESS OTHERWISE NOTED. INSTALLALL ALL A SERVICES AT 2.0% MIN., 4% MAX. PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN 1� SLOPE, AND CAP PER COB DSSP. ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. [J/] ® W Q 4990 4990C^� Qa .. _.. ._....__ _....- �d >1 4980 'mow a^ N --�-- -------- STORM CROSSING 4980 0 m" P:E - jam ----- STA. 10+89.71, SSMH #10 N �1 00 -_-- RIM 4950.SD-- �] o d c� • STA. 4+94.73, SSMH #7._ __._-_ - 4940.84 INV IN�4 .84 (S)- _ - o -WATER MAIN o STA. 7+73.00, SSMH #8 4970 tO �D d' � RIM 4957.24 +o 5 Moo CROSSING RIM 4953.74- 4940.64 INV OUT 94G. (N) 0 4970 o 0 4945.68 NV IN-�4;nr(S,W,E) „ „ azp +m �- -no INV IN _-_" (S,W,E)4942.48 -- d�»-STORM CROSSING- Lazo__ UTILITY +o 4945.48 INV OUT-.94.61-(N) UTILITY. _ _-._ STA. 10+05.33, SSMH #9___-._,__ w �zz a CONDUITS-Nazo - _ I-- INV OUT i�J4z:38-(N) UTILITY RIM 4951.601 -w - F!»_ CONDUITS--____-.__ N'zz d� UTILITY - 4942.28 CONDUITS-. INV IN 4941.38 S,E,W 4941.37 I ��z�z._-- CONDUITS- - (NP) UTILITY- - ( ) -g 4960 UTILITY - - _I- _ _ (TYP) FINISHED GRADE_CONDUITS EXTG GROUND INV OUT (N) N- 4960 r ABOVE SSWR ABOVE SSWR 4941.17 +o _CONDUITS --- - -STORM CROSSING- - -MAIN -- MAIN- --'-"- � - x------- WATER MA WATER MAIN - ---- 8" SDR35 PVC - - -- _--- - - 8" SDR35 PVC_-___ _ - CROSSING IN _ _.- 0 55� 8"SDR35 PVC L=137.01LF, ----- WATER MAIN o 4950 b 4950 L=134.70LF, 5=9-593E g=9�9% 9.4�0.43% �_ -- - I_- WATER MAIN I CROSSING ' =9:{93E 0.60% - - - _ CROSSING 8' SDR35 PVC L=274.28 LF, 5=1.10% -x �- ---��- - - --- - /�� _ CROSSING T. L=5 LF - - - -- -- S DR3 -RVG- .-33-LF;�--'D u}TI Q -INSTALL END CAP - _ - i 4940 C 4940 END INV. 4948.95 Z 8" SOR35 PVC L=80.13 LF, S- o �-0.41% m 8" SDR35 PVC L=27.69 LF, 5=8-48 A (y] Q ---- -----co a III 0.47% 4930 'm REMOVE EXTG 8" STUB AND 4930 z IN CONNECT TO EXTG SSMH. d ® . QR7_ INV.4949.SJ'.4940.51 -TOP OF PIPE --.--- CONTRACTOR VERIFY INVERT _-_ (� W _ PRIOR TO CONNECTION. MATCH FINISHED GROUND EL SEWER-RIYER-F EL ------ EXTG SLOPE. 4920 4920 m �i `'o rn rn a `orn° rn rn ,a a 'v $ 'a v 'ra v ' a `'a c ' a a ' a 'a a 'v o- e 'a a i v a asaSHEET -041#DO 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50 5 C3"2 `a ALLISON SUB. SEWER BON TON AVE SEWER PROFILE AS_BUILT i PROJECT: 18-118 HORZ. SCALE: 1" = 50' DATE: 08-12-21 VERT. SCALE: 1" = 10' I N N N N W O 0 0 N N N N �N N 0 0�DJ �O m SCALE Z CL' � I 1 inch= 50&et W W w II I II I III // // // C, z 8" SDR35 o �ao CAPPED STUB L=35.5 LF I I I 10' MIN. 5=0.50% ,I SEPARATION I I 3 N INV g9i8.6 4948.13 1 _IL _ I I I / - / // a z 1 L------------------- STA 4+66.36 nr--�— ------ -- ---------- ----------- SSMH 8--in ----------------�� /��� / w a 'gym RIM ELEV=4953.74 V.[ STUDENT DR W +0 W 2+00 W W 33+00 W W 4+00 5+0o nr W [i+00 W W 7+ D 1y \ / / o N S �S tS S S IS� °I �S —S I s / !/ Z —:--- N ---- — ----- --- — -- ins eF+++ "" —-STA 0+00.00= — — u, ^' _SSMH 14 STA 1+19.50- — --- — - _ ___= # =_=e= 1 _ SSMH 16 l j ISSMH 12 --- ----- ----- — — _8" SDR35 PVC # SDR26 SANITARY SEWER I 1 I+ SEWER SERVICE I 'I I I 8" SDR35 STUB \ �\ ✓ / 4uxe�a I �I I I I 1 1 I - I (TYP)(SEE NOTE) I 1 p 1 3 I I V I L=35.5' �� I 10°25 PE j I I I I I I I+ I S=0.50% / I CAP INV 4943.74 STA 8+82.29 Id ry I— 1 III F III I I I I I III III / / /SSMH #17 DRAWN BY:JPS — II p I qz ry h //✓// �' /�// REVIEWED BY:CGB II iri— - -I - - — + PROJECT ENGINEER:CGB ��� DESIGNED BY: BRB V STUDENT DR.SEWER PLAN HORZ. SCALE: 1" = 50' NOTES: � I SEWER SERVICES 0-4 STATION L R I LENGTH IDEEP SVC 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO 2+09.49 R 1 38.00 Y THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE 2+84.49 R 38.DO' Y THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, 3+59.49 R 1 38.00'1 Y SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 4+41.34 R 1 38.00'1 Y 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE MATERIAL. A P NOTE: 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. k� j 1. ALL SEWER SERVICE ARE 4" SDR26 4. EXISTING UTILITY DEPTHS ARE ASSUMED, CONTRACTOR TO VERIFY DEPTH OF UTILITY UNLESS OTHERWISE NOTED. INSTALL ALL PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN pq SERVICES AT 2.0% MIN., 47 MAX. ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. IFS SLOPE. AND CAP PER COB DSSP. H rn a a m E F7, 4980 a `� m 4980 .. 50 el m _ v" 2 W a'N t0 ' N 3 a a 4970 o F 6^ EXYG GROUND Nv w.-. �x 4970 � o g z z N _ —MAIN AABOVE SSWR DE UTILITY ,6 N — — N ----m z !'--I+ rn U1 2 to 3 FINISHED ¢ ___ MAIN CONDUITS +o S UTILITY ,5a No 4960 *l?o CONDUITS oz N-. 4960 ----(TYP) rn Z S---------- UTILITY +a _ tzz ...-. d'_o CONDUITS 'o m g a WATER MAIN >— — — — _ _ _ CROSSING ¢ o gTz�z 4950 --- ---m. - --- WATER MAIN _ - I t' -- — 4950 ! N - --- ------- _ CROSSING L�173.01LF 6'rSDR35 PVC L-362.86 LF, 5= .. -_I _-_ -=x_-- S i99F 0.42% W j 4.+ 1.11$ ---- - ----- ----- 6" SDR35 PVC L-115.50LF, --- 5=692% -- --- - 4940 0.68% 4940 -- 2" PIPE INSULATION REQUIRED.- . " SOR35 L=214.93 L�, S. 0.50%-- WITH COVER BETWEEN 4' AND 5' E'I -- (MIN. 4' OF OVER) __-- WATER MAIN--_....._ h 4930 CROSSING 4930 O -----TOP OF PIPE FINISHED GROUND EL.—, SEWER-INVERT EL. 4920 4920 LQ d- u'7 rn rn m rn rn rn rn rn m rn a rn rn m m rn rn m rn rn rn rn m rn rn o {�Ifl�?�rn to m m rn rn ^4 a � �. at 3 oc to Ln 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+25 SHEET a C3.3 STUDENT DR.SEWER PROFILE HORZ. SCALE: 1" = 50' ALLISON SUB. VERT. SCALE: 1" = 10' AS-BUI T o SEWER °77 J��.1 as PROJECT: 18-11B DATE: 08-12-21 N0 N 0 0 N N N N r M N N d M N o oo N �.O�O SCALE I ''�' s/ ����� `\� \\ \\ SCALE J o Ioo III I I I I I I I I STA 0+00.00 i \ _tp SSMH #7 al I hnh= SO feet Il I II Il o i o N I I �� �/� Yq p \ \ ',T .7, \ \ 1 inch= 50 feet z + II I II I I I I II JzU � s� \ \ \�T III I I III 30 W I OTl T `\® `\ 0 3 4 \ 1 L------- w O As \ �1 11 1 0 0 m c�-i o c~i III I I I I 10' MIN. I S EPA-R-A-TJIteOI n�N ` STA 1+-8-6—.-60 - III _ r Zo o, mn SSMH #15 + W W 1 0 W 0 11". W W S- J ------S.7THAVE—g Ti VOLLMERST T I W 4+00 9 SSMH -------- F CHRIS G. 3+66.31 3+ O W � ---- -- - zS.7TH AVE— STA STA 0+00.00 4^ SDR26 SSMH #11 SEWER SERVICE TYP) --__------ 8" SDR35 STUB STA 3+0 .07 O= 8" SDR35- 8" SDR35 PVC L=35.5' SSMH #18 a-- -- --------SANITARY SEWER-- SANITARY SEWER S=0.50% MAIN STA 4+61.85 CAP INV 4946.94 o w SSMH #17 I� �n / W W W W W W W W DRAWN BY:J P S I� I l;' I REVIEWED BY:CGB r T II III PROJECT ENGINEER:CGB r I" l I DESIGNED BY: BRB I I I I i I I I III SEWER SERVICES VOLLMER ST.SEWER PLAN S.7TH AVE SEWER PLAN E2+39.31 L R LENGTH DEEP SVC Imo" R 32.57 Y HORZ. SCALE: 1"= 50' HORZ. SCALE: 1" = 50' b R 38.0' Y NOTES: /q3 L 38.0' Y R 38.0' Y 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE L 38.0' Y THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, R 38.0, Y SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. L 38.0' Y R 38.0' Y 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN 3+19.31 L 38.0' Y STANDARDS WITH CLEAN NATIVE MATERIAL. 3+21.31 R 38.0' Y 0\ 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. NOTE: 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICT ISTS CONTACTN EN 1. ALL SEWER SERVICE ARE 4" SDR26 ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAYS IIN CO SGRUCR FAR ENOUGH IN UNLESS OTHERWISE NOTED. INSTALL ALL SERVICES AT 2.0% MIN., 4% MAX. SLOPE, AND CAP PER COB DSSP. CG] IN rn .0 P4 W 4980 rn 4980, 4980 w ui 4980 m�.._. n N V�1 - 'N^ (A� rG� � s�• N - .r F a p� CJ 49700 r UTILITY n 4970 4970 In x z a 4970 o+�=o FINISHED GRADE CONDUITS Win. oN - rn N -- ds> ABOVE SSWR- EXT'G GROUND ,+ern, T+� r-_-=UTILITY �� --- - N �`� V ----- F-J �- MAIN- ABOVE SSWR `rzo oo 40>— z -op'7 -EXT'G GROUND- ---- rn - zCONDUITS m a o MAIN —dam' d --........---- +'n r- ABOVE SSWR —Mrn 4960 � �4960 4960 ME �p �o_ MAIN ,�s m a. 4960 �- a aa.z0 S'D�3S��--sf': 1 LF, S= - 4950 4950 0.47% 4950 4950 --_ -- F- 2' 1.19% - — — — — _�SDR35 L=186.95 LF, S--a4%` _ _-a' SDR35 SDR35 L=154.77 LF, S=0.40% _ If WATER MAIN -- CROSSING ..._4940 4940 4940 PIPE INSULATION REQUIRED- - 4940 OVER BETWEEN 4' AND 5' - - (MIN. 4' OF COVER)- - p-q --- - -'----"`-"--'----FINISHED GRADE--- 4930 - 4930 4930 ABOVE SSWR — 4930 a ram• MAIN — ---- v4� y �I O TOP OF PIPE FINISHED GROUND EL. SEWER INVERT EL. TOP OF PIPE 4920 4920 FINISHED GROUND EL SEWER '""_ '€°TEL. 4820 1 ® z v 4920 IN ci f�ROj M -t pYp1 t0 4OOw Sn �ii 1� 00 t0 O� O �pµOpf tp �y}I$F' s U aI NO In 't In Y e} < am a a d• V' a d Y a Q W m N A N m 1Ln� W Off 0+00 1+00 2+00 3+00 3+75 0+00 1+00 2+00 3+00 4+00 5+00 f i VOLLMER ST,SEWER PROFILE S.7TH AVE SEWER PROFILE SHEET HORZ. SCALE: 1" - 50' HORZ. SCALE: 1" = 50 a C3"4 VERT. SCALE: 1" 10' VERT. SCALE: 1" = 10' - ALLISON SUB. AS-]BUILT R SEWER 99� PROJECT: 16-118 DATE: OB-12-21 0 000 N N W N N �N N N I NOTES: O O r 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO m — — THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE za THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, a w SEWER,TELEPHONE &TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. o 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN _ STANDARDS WITH CLEAN NATIVE MATERIAL. 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. w S.11TH AVE. 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY z z L PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN —._ ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. -- --- -- ————10 m I l — — — — SEWER SERVICES w z m SCALE I I 4" SDR28 I I I I I Q�7 III I STATION L R LENGTH DEEP SVC o N SEWER SERVICE (TYP) w l�y I I 0+07.22 L 20.50' Y w LL a 11 I I' I I 0+42.22 L 20.50' Y : I 8" SDR35 PVC 10' MIN. I C I+ I 8" SDR35 0+72.22 L 20.50' Y o - SANITARY SEWER SEPARATION I '�1 I+ I I CAPPED STUB 0+98.98 R 9.50' Y z '- M I inch— 50 feet _ _ _ _ I_ — III L=35.5 LF 1+12.17 L 20.50' Y ALLEY W W END RJ%4948.15 1+57.17 L 20.50 Y I 0+ W S S i+ 0 5_ 9 +00 S 3�+00 im 3+6 I N 1+87.48 R 9.50' Y� TAry 1+92.22 L 20.50 Y I I 2+22.22 L 20.50' Y STA 0�0.00 STA 3+5 73 * teals G. H III 2+37.48 R 9.50' Ymuld SSMH 13 SSMH #14 2+ e( oszs cs 14 I 62.17 L 20.50 Y \ I I I I I II 3+13.22 R 9.50' Y J \ 71 I I I I 3+14.72 L 20.50' Y A 61 a III I ——————t-------------J o III NOTE: ,tll DRAWN BY:JPS I M M M III I I UNLESS1. ALL EWER SERVICE NOTED. INSTALL REVIEWED BY:COB E � � PROJECT ENGINEER:CGB I SERVICES AT 27 MIN., 4% MAX SLOPE, " AND CAP PER COB DSSP. DESIGNED BY: BRB I I I ALLEY SANITARY SEWER PLAN HORZ. SCALE: 1" 50' b � II W 0 I� ' W b 4990 — M 4990 pq I UTILITY n..M pq F+H � CONDUITS__. .r a_n• rn n 49802 (TYP) v-a 4980 sip V) o x z.� (a d FINISHED GRADE_ EXTG GROUND N �� 00 n ABOVE SSWR ABOVE SSWR-AIN — m MAIN_ 4970 0 p 4970 j m d > F,> o 4960 4960 8"SDR35 PVC L=355.73 LF, S=B:9g,^�1.007 - - �q 4950 4950 W 4940 4940 pq 4930 4930 ---- TOP OF PIPE 4920 - FINISHED GROUND EL SEWER�NVER;EL. 4820 %gg� U R� IM M N cV p N O N Oi n rn 0 O '6 m m rn rn rn rn Inm rn rn m rn a ID f 0+00 1+00 2+00 3+00 3+85 m II SKEET C3"J ALLISON SUB. ALLEY SANITARY SEWER PROFILE SEWER AS-BU17L PROJECT: 8-118 VERT. SCALE: 1" = 10' DATE: OB-12-21 N i NOTES: w 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN o / / OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR z DE DEAD ENDS LINES. W D-9 -W -W -W -W -W -W -W W F� II I z0 - - - -- 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN SCALE ` °n �7^W III 1 30' OF 8" DEAD ENDS AND 40' OF 12" DEAD ENDS. q�d I II 1 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN .r G. I _ ! I h. I f P I d I / / STANDARDS WITH CLEAN NATIVE BACKFILL. 1 inch= SO feet I STA 4+47.28 I 1 I I j 4. MAX DEFLECTION B" DUCTILE IRON PIPE 5' PER FULL LENGTH I I I I I 12" DI GATE VALVE I I PIPE. i 1 1"TYPE K COPPER I I EXTG 12" DI WATER SERVICE (TYP) STA 4+32.81 I I 12%6"TEE AND I // I I / 5. INSTALL TRACER WIRE ON ALL WATER MAINS. SEE DETAIL c6n Z j \ WATER MAIN STA 3+32.60. / e o \ 12" 11.25' BEND HYDRANT ASSEMBLY I 6. POLYETHYLENE ENCASEMENT SHALL BE INSTALLED ON ALL \ 12" DI CLASS 51 I STA 4+22.84 I / p� / //� / / / WATER MAINS PER C.O.B. WATER MAIN WITH -�---_ -12" 11.25' BEND ------- - -- --- TRACER WIRE ROW j per/ /�j j ��� ~ WATER SERVICES m ni /�// / STATION L R LENGTH rn 0+00 -1�+00 WWWV'�� 2+00 3+00 / / 0+31.0 L 31.7' a -- - iii W f W I W W iyy �/ /// 3 / 0+48.0 R 54,7 S g iiii -f-`ARNOLD 3T. 4 y.0 p STA 4'�p..25 / 0+82.74 a.28.4 L 30.7' o W 12"x8" UI CROSS / / 1+30.46 (ADD. SVC, R) 1+25.7 R 5_59 Z ! ,STA 5+07.29 / / 1+83.05 •1+7.1,; L 29.5' ROW ROADWAY rL S 12" DI GATE VALVE / / / 2+03.2 R 57.0' ----- - -------I -- 4------=-I-_� S x \ S / / 2+42.2 L 28.4' N T 10.0' MIN. 3 00 / / 2+80.7 R 58.2' SEPARATION I I HYD T ,4 / ( _�_ �� / / 3+41.97 ADD. SVC, R) 3+07.4 L 27.1' cxnls /� // 3+83.00 L 33.6' CONNECT TO EXTG 12" DI WATER MAIN. ARROWBOLT / J I 3+85.7 R 52.6' °exs rc I R ELEV.4963.3 � ��\ B / // / / <,cE"sc° � �t i I I I I oz�w/ A `° T71, DRAWN BY:JPS / / -- - - - - - // / / \ k>X00 / REVIEWED BY:CGB/ 8+00=8+25 PROJECT ENGINEER:CGB I DESIGNED BY: BRB EXTG 10" DI SERVICE NOTE: I = 61 � _- or s_ _REMOVE EXI'G 10" WATER SERVICES SHALL BE 1" STA 7+23.74 $__ CAP. INSTALL 12"x10" � •� UNLESS NOE K TED ROTHERWISETER ERVICE 12" 11.25' AND '� REDUCER AND 10" 22.5' BENDS/ L J GATE VALVE. kd o v� / ARNOLD STREET WATER PLAN HORZ. SCALE: 1" = 50' A. P 4990 4990 4980 FINISHED GRADE 4980 ABOVE WATER --- ---- Iv AIN - ---- 12" DI CLASS 51 EX GRADE ABOVE _UTILITY WATER MAIN CONDUITS WATER MAIN STA ' -- 4970 HYD. ASSEMBSEMBLY 4970 ® � I STORM WATER SERVICE -BURY LINE '=-'.'= (� MAINS _ _(TMP) 8.0' BURY DEPTH _STORM 4961.07 CROSSING UTILITY STORM -- -CROSSINGS _CONDUITS __-._.,-._ _ 4960 --------- -J L_ -- -GT�'�dIN.------- -�-_ - 4960 I SEWER MAINIr F4ZI - ---� 4950 - ---------- --- 4950 -= STA 5+07.28 _ EXISTING 10" REMOVE EXTG CAP AND STA 3+32.60- STA 4+22.85 12" GATE VALVE _ WATER MAIN h��4 BLOWOFF ASSEMBLY. CONNECT 12" 11.25' BEND 12" 11.25- BEND-- -'"---INV 4951-..98 4952.12 TO EXTG 12" DI WATER MAIN INV-4954 t* INV --- STA 7+23 74 4940 WITH NEW 12" GATE VALVE. 4953.95 4952.95- SANITARY SEWER CROSSING 12" 11.25'& 22.5'BENDS 4940 H EXTG INVERT 955.8_±4956.01 STA 4+32.81___ - INV _----STA 7+94.77-7+85.77 CONTRACTOR TO VERIFY PRIOR _ 12"X5" HYD TEE- LSTA 4+66.25 4946.04 REMOVE EXISTING CAP, Ott U] 0000 TO CONNECTION. INV 953.82r 12"X8" CROSS___ INSTALL 10"x12" REDUCER �I A 4952.81 INV.4962.54 24°+3 STEEL CASING, L=43'""-- AND GATE 10" VALVE 4952.44 - - -INV "^�+r-;Tr 4947.61 b 4930 STA 4+47.28 4'X43',4" 6"THICK MIN., 4930 12" GATE VALVE L-4F 40' INSULATION.- STA 7+81.77 �+ INV 4 ...._4952.77 12 INV AT REDUCER m o -TOP OF PIPE _ FINISHED GRADE EL WATER MAIN iNR-F EL O 4920 4920 N o� O � M I, m O a N N O N h pp t` N rn r U] r M M O Of 01 InO, M n O) N ro n O O M a t0 O N Q7 In j ® w 1. loo 0a' O+0D 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 III � � I ARNOLD STREET WATER PROFILE SHEET HORZ. SCALE: 1"= 50' o �`irn1"11 A VERT. SCALE: 1" = 10' a ALLISON SUB. L� RWATER I, 4 PROJECT: 18-118 Y DATE: 08-12-21 N NOTES: N I. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN `010, OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR o ! DEAD ENDS LINES. 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN SCALE 30' OF 5" DEAD ENDS AND 40' OF 12" DEAD ENDS. rl -1 I N h I � II II I j I �I I I 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN o STANDARDS WITH CLEAN NATIVE BACKFILL. l inch= SO feet EXTG 8" DI WATER �n4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH PIPE. STA 0+00.00 II I I( I _ _ I � F I I I I a 5- INSTALL TRACER WIRE ON ALL WATER MAINS. SEE DETAIL 6 z 8" CAP AND I I I I d IIr� -r+ - . - + . - -III Z Z BLOW OFF ASSEMBLY `n F til- III `� I I II W I I I III I '� S. POLYETHYLENE ENCASEMENT SHALL BE INSTALLED ON ALL / I I D I V III I I III p�q - - (:]E I I I p WATER MAINS PER C.O.B. 12" WATER MAIN I rya] I I I I I I I Y I I I .I I i'-'TT I i I I I STA 7+78.70 I I I WATER SERVICES m 8"x8" CROSS l a STATION L R LENGTH I 49.0' ! L 27.0 STA 5+19.3 M HYDRANT I I I I I HYDRANP I I I I pp E Z STA 1+74.04 I I 8" GATE.VALVE I+ ARROWBOLT I .I I I ARROWBOLT I III I STA 1+04.01 n ° k/ 8"GATE VALVE I STA 4+59.58 I „I I I ELEV.4959.24 I 111 I ELEV.4955.63 I I 4 8" GATE VALVE `ai n ' GATE VALVE I_._;.'� ^iFF \STA 1+55.04 a ZA ROB\\ STA 3+*1' I I I STA 7+37.59 II 12%8" CROSSa- " � 8"x8' C 8_GATE VALVE � - _ _- J I 11+I00SERVICE NOTE: sRlsc.-STA 9+52.05- --- EXTG 8" DI_ WATER SERVICES SHALL BE 1" --- - -----------" " "TEE R a WATER STUBTYPE Nsupj�i sSTA 6+11.69 -5 c6 x \�= " --------------- - --- --- I" LAND CAP UNLESS NOTED RO�ERWI SERVICE+000 W +00 W 6+IW yy WI 0 8i-0 W t W 9+I 0 W W 10+µ0 _W ! <of SEo S - \ x8 TEE BON TON AVE STA 10+94.16 �� A ` \ 8' 45' BEND / STA 2+75.27 `-_-______ --- -" ------_- ---_--------� _ - _ ----_"------ L STA 2+80.46 y --- --- _ -- _ __ -�-'-- -- - ----- -- DRAWN BY:JPS 22.5' BEND _ STA 11+01.91" STA 11+07.75 8" DI 1 T - -- - T ----------- 8" 45' BEND-- - s REMOVE CAP AND REVIEWED BY:CGB STA 8+10.65I, CLASS 51 I I I 8 WATER MAIN WITH I III III I g"x6" TEE AND 8 WATER MAIN WITH CONNECT TO EXTG PROJECT ENGINEER:CGB 8 11.25 BEND WATER I �j II I BLOW OFF I 'II IF 8" WATER STUB d,. HYDRANT ASSEMBLY BLOW OFF MAIN WITH I III 4 I L-49 LF I III III L=49 LF �� WITH 8" GATE VALVE DESIGNED BY: BRB Ar TRACER U I. I 10.0' MIN. LAY FLAT. I I STA 7+97.64 INV = 4945.93 STA 3+52.65 WIRE SEPARATION 8" GATE VALVE 8" GATE VALVE I I I n W III I I III I III I STA 5+00.42 I III trim I D I STA 5+27.52 I I B"WATER MAIN WITH 8"x8" CROSS I I ' I I EINC TEE AND BLOW OFF I I I I HYDRANT ASSEMBLY I I I � ,", L=49 LF p� �\, � INV 4950:62 4950.60 b W BON TON AVE WATER PLAN HORZ. SCALE: 1" = 50' �1 ' i o Z�j 4990 4990 b Z 4980 ® 4 �{ 4960 - - -. . p � 24" STORM DRAIN CROSSING FINISHED GRADE ABOVE WATER MAIN - 8" SEWER MAIN --" --- MINIMUM 18" SEPARATION-- -- CROSSING 4970 ' 15" STORM IN CROSSING 4970 UTILITY UTILITY CONDUITS - --MINIMUM 18" SEPARATION - CONDUITS -- STA 5+27.54 - - - - -EXTG GRADE - HYD. ASSEMBLY 8' SEWER MAIN _ - - U11UTY ABOVE _WATER SERVICE BURY LINE 4957-864957.06 CROSSING- -CONDUITS - 8' BURY DEPTH - -UTILITY -- -- _ WATER MAIN �TYP) I CONDUITS -- -CONDUITS--- -- NEW SEWER MAIN STORM DRAIN 4960 I _-BURY 8+10.62 ASSEMBLY E N 4953.29- 8' SEWER MAIN - 4960 - - -� - - - _ -O' BURY DEPTH CROSSING - _ UTILITY .._ --- --- I - - CONDUITS-6.5' MIN-- -I 4950 I-- STA 1+04.01 --- 4950 ---8" GATE VALVE _ _ __ ------- ----- -�_ - -- l�l. - - -- STA 11+07.75 INV "x953.814953.19 - -- __ -- - - - - ------ - --- -- - --rtl REMOVE EXTG CAP, CONNECT TO EXTG 8" _. STA 2+7526 - STA 4+59.58 - ------------- "--I STUB WITH 8" GV STA 3+52.65 -- --- -- - -- ----- I I 4943.26 h rol 8" 22.5' BEND__ 8" GATE VALVE - -__ - -- -___ ==--� -__ �-�-L - INV-. =4942.97 8" SEWER MAIN INV i95+:64 8 GATE VALVE STA 5+27.54 -- CROSSING 4951.51 INV-0949-79-4949.49 STA 7+37.VE STA 9+52.05 4940 CONTRACTOR TO VERIFY DCT'G 1,4 4940 - INV 8"x6' TEE AND g" GATE VALVE_ _.____I- STA 8+10.65 - 8"x8"TEE - - ELEV. PRIOR TO CONSTRUCTION STA 1+50.04 4950.46 STA" CROSS--- HYDRANT ASSEMBLY - - _ 8"x8" CROSS- INV 4948.94- INV "^"`�^ _ _pro 4946.25 -8"x R NTE AND INV 4944.35 12"X8" CROSS _ ND STA 2+80.45 STA " CROSS 8 INV 949.09 STA 6+11.69- STA 7+78.70 HYDRANT ASSEMBLY STA 457 BE 8" 11.25' BEND 8"x8" CROSS __�4949.09 1P1V "^"_^^ I 45' BE I � b -4952.44 - - 8"x8"^TEE 8"x8" CROSS INV �z INV ''�ccr "^._^+ 4945.52 4930 STA 0+00.00 INV 'ram;-ter STA 5+19.38 INV r�4o iT INV r,�v 4943.00 4930 STA 1+74.0 - 4951.50 4950.48 8' GATE VALVE 4948.02 4945.86 _ -8" CAP AND 8" GATE VALVE STA 45' BEN ra E"' BLOW OFF ASSEMBLY INV ""�4T+s 4949.03 STA 7+97.64 8" 45' BEND __ INV "-962.60 --8" GATE VALVE-- - INV 'ems ; ^ INV "-4-951.72 4952.15 4954-77 TOP OF PIPE - INV - FINISHED GRADE EL -WATER MAIN INVERT EL 4945.83 4943.00 a A 4920 - - 4920 rn m N ro m 0 drn- drn- rn 0 a rn `'n1.rn rNrn mto Murnl NNN 1o0f rnvrn7 NuW] d�rn0 N1Oni rn�rn0 n<W MNrn rn rNm drn urn] rn �rnvl tOl- rn� �mm� rna rna rna -rna mrna i mO�l rna0 oOrn< r 0 Id: _ W ] M D h 7 m n O D 0 l l n 0 M D N Ili ll N N 0 d u ®sm� [� [A�au b [� 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+35 b BON TON AVE WATER PROFILE SHEET HORZ. SCALE: 1"- 50' R C4"2 VERT. SCALE: 1" - 10' ALLISON SUB. AS-]BUIL7T o WATER � PROJECT: 18-118 DATE: 08-12-21 N N N N NOTES: ry N N N N M m 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN � of�ao y..� 10, OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR o o o DEAD ENDS LINES. m II II I I I I III I I I I 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN z a SCALE I i I I i i I I I II I ICJI i J II 30' OF 8" DEAD ENDS AND 40' OF 12" DEAD ENDS. o 95 m m a 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL. l inch SO feet 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH I I EXT PIPE.G 8" DI CLASS 51 I I I I 2" TYPE K I I �I 3 qqz ry I I / � / 6 aj iul WATER MAIN COPPER WATER E�d' II I / / 5. INSTALL TRACER WIRE ON ALL WATER MAINS. SEE DETAIL I I I I Id:I U -. n z I STA 0+02.00 I I I I SERVICE I I III ZO W 1 // // e o in Q o REMOVE EXTG 8" CAP AND BLOW OFF I I I m m II 1 / / 6. POLYETHYLENE ENCASEMENT SHALL BE INSTALLED ON ALL WATER MAINS PER C.O.B. I INSTALL 8" GATE VALVE AND CONNECT TO II I II III 1 1 / / w w I EXTG 8" WATER MAIN I I 8" DI CLASS 51 I 13 I I / / o 0 z I I I I I I WATER MAIN WITH I p I I / / w w 0 8" DI STUB. I 1 _ TRACER WIRE 8" DI STUB �r� I / / // to In W/ BLOW-OFF II II W/ BLOW-OFF I II lil 1 // / // / WATER SERVICES ow I 1 10.0' MIN. / I I -II STA 4+80.82 ROADWAY� II II - I� SEPARATION / / STA 8+64.97 STATION L R LENGTH __ _- 8"x8_'TEE - - J I 1 8" 22.5' BEND 0' L___- ____ _ - // 2+01.45 R 49. z t\i ri a - --- ------ ----------- -------U _ I � L---- ------------ / 2" SVC 3+01.75 L 27.0' ROW--ate.! STA 8+70.35 / 3+63.45 R 49.0' _ --- --- - .�_._.- -�z --- Ilr------- ------------- ---------- 0+ 01 ------- ❑ ------------ 8 TEE 4+38.45 W W I 1+00�2+00 W wno 3 i00 W W 4 I W 0 6+00 WI W i00 W i-W 8+00 m' i'I W \ NTq STUDENT DR. m _ - -- 8- 09.68 GATE VALVE---- 8Q. 04 '_S1 1.25+BEND _l �y`9x \\ CHRIS G. IN4------ -- --- - ---- - ----- - ----- -- \ / x S / STA 0+90.47 -- �'�-- -" --- �`P ---- _ �--��-^ROW��T � \�� f 8"x8" CROSS- - STA 1+90.95 =T==-- 7 r_-- -- _ --- -_____-_( - _ � � \ SERVICE NOTE: \ -- � 8' GATE VALVE STA 5+57.82' '� fi T r------------------- I 1 I r e" GATE VALVE \ I STA 2+50.98 •f / 0NA � \ WATER SERVICES SHALL BE 1" STA 1+11.00 1"TYPE K COPPER I \ \\\ x TYPE K COPPER WATER SERVICE I STA 2+09.97 I II d 8" GATE VALV I 8" GATE VALVE STA 5+76.82 \ 9 / 1F, 8"x6"TEE F III I I WATER SERVICE (TYP) I III III I 'R.\ ,gym 82 `` UNLESS NOTED OTHERWISE. a"x8" CROSS 3 I I I I STA 9+63.35 8" STUB AND BLOWOFF 8" GATE VALVE STA 9+82 35 DRAWN BY:JPS L = 51' REVIEWED BY:CGB LAY FLAT / 8, TEE PROJECT ENGINEER:CGB I�J Iq I j y� // DESIGNED BY: BRB 1L10�.lI b STUDENT DR.WATER PLAN HORZ. SCALE: 1" = 50' b opm( P4 �a PEI 4990 4990 -__ b �-a W �1 4980 - -- - _- 4980 -EXTG B" WATER STUB. VERIFY FINISHED GRADE 4-970 ELEVATION PRIOR 4970 TO CONSTRUCTION ABOVE WATER - -_ SEWER MAIN MAIN - _WATER SERVICE 8" SEWER MAIN UTILITY _CROSSINGILL CROSSING �y CONDUITS EXTG GRADE " - I� 4960 ABOVE WATER UTILITY UTILITY 4960 I-- - - - -- - MAIN -CONDUITS- _-CONDUITS UTILITY "� CONDUITS-....._ _ 6.5' MIN. 4950 - I - 4950 ISTAO+01. 0 ---- . _8" GATE VALVE STA 0 CONNECT TO EXTG 8" GATE V VALVE_ 8" WATER STUB 4+60.82.. - - - �.-- 4940 INV STA 496&69 INV 496�->.'8 4950.65 8'x8"TEE STA 6+17.82 STA 8+09.68 4940 4952.12 INV 4947.07 -8" GATE VALVE 8" 1L25- BEND ""- _ STA 2+50.98 _ 8" GATE VALVE 4946.97 --- INV 49494563 -- INV ^^^tom" - - IS 9+63.35 63 8" DI CLASS 51 --- 4943.16 - -8' GATE VALVE INV 4949.08 STA 5+76.82I STA 8+64.97_ INV " STA 0+90.47 WATER MAIN j 4940.96 4949.34 8"x8" CROSS 8"x8" CROSS _STA 2+09.97 8" 22.5' BEND 4940.94 E 4930 INV 4945.96 4945.66 INV ""^.P.�r 4930 INV 4959:53 B"x8"^TEE NEW SEWER MAIN - STA 9+82.35- 4950.82 --INV 4m494949.47 _ STA 5+57.82 4942.38--- STA 1+90.95 8" GATE VALVE STA 8+70.35 8"x8"TEE- 8. GATE VALVE TOP OF PIPE-INV 4946.gS INV 4949.51- INV ",-P49=i FINISHED GRADE EL WATER MAIN•IiJ�fER�EL 4946.00 --- 8"TEE ._,__4940.60 m 4920 4949.84 INV#944:44 4942.33 4920 M d n M �O N N N O ifl m m t0 4 < N N 01 to O d N O N _ 47 of 7 Qr = �-a O u1 O a' 01 W M O b M O N N O N ¢ n N n a 7 O> O M O GO N N pp t0 M a N O W m i O�2OWOrtoIn u] n M n M �O (V IG (V u] Y M O O N Oi 00 /2 US ICl In In In LL'1 < d Ian VI 4 In d LL] d' N 7 ul Y Ili d' In a I[1 N Y d- sl• sF ., ® Ky W YY m rn 444FFF���m m m m 4TT@�rn rn CQQYYYP�i m rn jq m rn QY�rn rn 99FF��m rn m rn rn m rn rn m rn rn rn rn rn a v z° (~ 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+82 1 STUDENT DR.WATER PROFILE SHEET HORZ. SCALE: 1"- 50' e �`1�,A"� VERT. SCALE: 1" - 10' - a Pi ALLISON SUB. AS-BUI o WATER LT PROJECT: 18-118 DATE: 08-12-21 N I NOTES: a N o°f 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10, OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR o DEAD ENDS LINES. >- m 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN z M SCALE I' 'I I I li I' 0 OF 8 DEAD ENDS AND 40 OF 12 DEAD ENDS. SCALE oa I I I II II o 3 „ u II II �I II I 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN ° a -STA 0+00.00- - - - - - - - - - - - - -J I" L STANDARDS WITH CLEAN NATIVE BACKFILL. i- .r �• \ \• r� _____ 8"x8"TEE --------------------- ------- __ 1 mch= SO fret - -- --- o -- ---------------�---- ---------� �r 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH ltoc6 �� / D4 W W W W W PIPE. STA 0+00.00: o STA 0+41_00 m i, 6 8"x8" CROSS STUDENT DR.- - 5. INSTALL TRACER WIRE ON ALL WATER MAINS. SEE DETAIL 8" GATE VALVE nn n Y� w SEE C4.3 0+41.00 STA 0+49.53 _ _ 6. POLYETHYLENE ENCASEMENT SHALL BE INSTALLED ON ALL i� 8" GATE VALVE -� - 8"x6" TEE &RA --- ---_- -_-_- ' .� WATER MAINS PER C.0.6. /�i� `\ �O�! \\\\\ �vji \�_ �' HYDNT ASSEMBLY _ _ y \ 'LF" ; -- - - I I I % I Y I I I III I99II I '7'�U' II II I II �O GCh�• iF icy/^ \\" �k\\�\\\ \ r o'N � \\`\\\1 \ \\V�C ;WATER SERVICES � STATION L R LENGTHz W 0+78.88 R 27.0'DRANT R 8 DI CLASS 51 III I ARROW BOLT I I I III I I %� \ \\ \ WATER MAIN WITH o I + I I I 1+51.75 R 27.0' i l I I II I ELEV. 2+21.75 R 27.0' i TRACER WIRE I I z I I I 3+22.37 R 49.0' \�\ \ \ HYDRANT III 1"TYPE K COPPER I I I III 3 I I 3+51.09- L 27.0' i� \ \ STA 1.25' ARROWBOLT II \ \ 8" 11.25' BEND 3+81.84 R 49.0' \ WATER SERVICE (YP) _ \ \\ \ ELEV.4952.07 I I I aw 4+24.83 L 27.0R4+46.84 R 49.0' \ \ \ 10.0' MIN.- - - -I- I III I II I 8" DI CLASS 51 Lll_.1 xSTA 2+52.75 4+99.83 L 27.0' \ 4' SEPARATION --- WATER MAIN WITH II 3 I \ 8" 45' BEND- -------- _ -. R 49.0' � � � �TRACER WIRE 'I I I 5+78.34 L 27.0' \ \ _STA 2+55.25 II II 5+81.84 R 49.0' \ \'------ _-±-----N8"x6"TEE AND I I � 3+00 4+00 5+00 HYDRANT ASSEMBLY TL I II II I � \ -I-W WW I r I 13 I I I SERVICE NOTE: \ O�y 1 I STA 2+66.41 10.0' MIN. - STA 6+19.34 B" 45' BEND SEPARATION 8" GATE VALVE I I I WATER SERVICES SHALL BE 1" '�� S.'iTHAVE DRAWN BY: JPS �� _ TYPE K COPPER WATER SERVICE �- -----_--_----- _ - - --- ------� T� STA 4+28.80 REVIEWED BY:CGB S�A'2+83.20--- ------ -- UNLESS NOTED OTHERWISE. - - _ _ _ _�- --_- _=y ---- ------ ------ PROJECT ENGINEER:CGB 8'`45' BEND- ROW---- r" 8"x6"TEE & 3+00 T 4+00 5+00 6+00 6+38 HYDRANT ASSEMBLY W W W I W i-- - un m DESIGN : BRB \ VOLLMER ST. f im 1. STA 4+37.90 STA 6+38.34 8" GATE VALVE \ HYDRANT _ __ _ ___ _ _ __BNB" CROSS STA 4+78.90 S ARROW BOLT �' - - + ROW -� ELEV.4962.97 - ----- - -- -----� r - 7 F_ �- --' �- 8'X8"TEE II I III STA 5+05.40 ~ 8" CAP AND BLOW OFF ASSEMBLY r� VOLLMER ST WATER PLAN S.7TH AVE WATER PLAN b HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' ® � � 4990 4990 4980 4980 k� --- - P4 4980 4980 4970 .....-..._.- ABOVE WATER GRADEFINISHED 4970 --- -------- UTILITY-' MAIN 8" SANITARY SEWER `tea STA 0+49.49 STA 2+55.22 CONDUITS-FINISHED GRADE _ ---- EXT'G GRADE CROSSING -HYD. ASSEMBLY HYD. ASSEMBLY ABOVE WATER 4960 ABOVE WATER MAIN 4960 0) 4970 RI RY LINE BURY LINE"�^r5& #966r}6 MAIN 4970 I� UTILITY -9.5' BURY DEPTH 8.5' BURY DEPTH--- __-_- -EXYG GRADE - CONDUITS - -_4960.80- ABOVE -- UTILITY -- WATER SERVICE WATER MAIN 8" DI CLASS 51 CONDUITS - TYP) WATER MAIN -( -- 6.5' MIN. - -I_ - _ _ HYDTASSEMBLY 4960 - _ - 4960 4950 --I-BURY LINE _ 4950 - - - ----- I 1 B.0' BURY DEPTH---- -I .-- 6.5 MIN.- ------- -- - '- -STA 1+70.03 -- 4950 - ---- ---_ 4950 4940 STA 0+40.97 g" 11.25' BEND - 4940 -- -- 8" GATE VALVE -- - INV 5' BEND --�--INV 6" TE3- -- INV 4948:4�4948.25 INV-r�e-eQ + STA 4+28.81 - - .- _ ---_ I .--- 4930 STA 0+00.00 --'----' - - _ STA 5' BEND NEW SEWER MAIN 8" SANITARY SEWER 8'x8" TEE STA 0+49.53 STA 2+55.25 8" 45' BEND 4944.73 4941.80 4946.16 8 4 -�� 8 x6 TEE- Q i STA 6+19.32. ----CROSSING 8"x6" HYDRANT TEE 8"x6' HYDRANT TEE- INV 4962-41 4952.19 STA 4+37.86 4949.47 INV 4969�11 4950.04 INV 4952.42 - STA 2+66.42 8"INVT494949-34 49� 4930 ---8A ACROSS-.___-.___.. - - - _...._.._- 8 INVT49E VALVE _ STA 1988.2 5 - 8" 45' BEND _ STA 6+38.33__, I-_ 8" GATE VALVE INV 4961d.i5 INV 4949-43 FF�� INV .""""" 8 x8"CROSS 4920 ._ ._..---------- _.-.....__ ----- INV STA05+05.4 4920 4952.18 4949.62 � 4930 8" SANITARY SEWER INV 4930 MAINTAIN MIN. 19" 4949.09 VERTICAL SEPARATION ......-__ TOP OF PIPE _._... -..... .._ 8" CAP AND m -FINISHED GRADE EL -WATER MAIN�PFYER-F EL ___-__.... __ FINISHED GRADE EL TOP OF PIPE v Q W BLOW OFF ASSEMBLY 4920 4920 WATER MAIN iHVER-F EL -"-- , c v 4910 INV ''.�0:^074939.99 4910 s ]"y N N n ao N M N �0 O 1" N .0 M V] ul � t0 N pop] < O M N r YI r O � � ^ �j � < � N OOi Obi � OMi M O n � ffi � � � I N O a 7 < a Y d Y a s a 7 I!1 ill N U07 c0 O, �p 00 N d' h M �O M O O a C a a a / a a a o rn m rn m rn W rn ot rn rn rn rn rn rn O a a a a a a a °al a a a a a a°I a a O rn m rn m 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+38 0+00 1+00 2+00 3+00 4+00 5+00 5+25 3 11 VOLLMER ST WATER PROFILE S.7TH AVE WATER PROMILE SHEET HORZ. SCALE: 1" - 50' C4.4 VE VERT. SCALE: 1" - 10' HORZ. SCALE: 1" = 50' 1. RT. SCALE: 1" - 10' ALLISON SUB. WATER AS-BUILT W PROJECT: 18-118 DATE: 08-12-21 i II`--- --------- -_-'-- ----- --_- --------J ` e3_ �� L--- W N O N -LL�.�_.�-----_ - .--_ NOTES: Q • N "r------- ---------- ------ O N T -- -------- --- e- N - AV 1� 1n W o W 1w ,,, ,,, �� ~ _ 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN mi --0� W �STbDENTa. w m W -W 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR SEEC4.3 nu DEAD ENDS LINES. m . "w',',_ -- -_----_ --- _____ _ __ __ 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN a SCALE - - -�-- --- - - .° ~=T - = 30' OF B" DEAD ENDS AND 40' OF 12" DEAD ENDS. ' a -- u m w r------ 7STA "STA 00 - -- 7 ------ _ __= o x8" CROSS ------- ------- -- r-------- 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMANSTANDARDS WITH CLEAN NATIVE BACKFILL. 1 inch= 50 fec 0+41.00 I I I 13 I 8" GATE VALVE I I I III 4V I I 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH 5 o I J I I I d I I PIPE. w I III +° I I III Ia I III I II II III IIIIIIII I 0 N I I` 5. INSTALL TRACER WIRE ON ALL WATER MAINS. SEE DETAIL o I it. -I I II I IP; oC) . o III I POLYETHYLENE ENCASEMENT SHALL BE INSTALLED ON ALLn WATER MAINS PER C.O.B. a z oot C I I�I - -I - - - �- • R- - -I - - - III I III I N"m � WATER SERVICES III I III I I I I I III 3 �o STATION L R LENGTH �w 0+66.01 R 9.50, _ o III I I I I I III I I I 1+18.55 R 9.50' o + I I I I I 1+58.51 R 9.50' Z N c° I 1+88.51 R 9.50' qq 2+23.51 R 9.50 10.D' MIN. I I I I R I li 3 SEPARATION I 2+68.51 R 9.50' 3+08.51 R 9.50' NTA T 1' TYPE K COPPER L---- ------� L-------- 3+20.80 L 20.50' ---- - I. 3+38.51 R 9.50' ceais c. WATER SERVICE (TYP) ROW. -- -- -----. ' I ,@1 T- -- - ----- "' 'r-------- 3+73.51 R 9.50' ' II I I 1\ 4\\ W -W w S- -W - W W W 4+73.71 L 9.50' <,oeH:Eo E m, Al r 7l "" "' - SERVICE NOTE: 10 U ROW - WATER RSICS SHALL BE 1" DRAWN BY:JPS WPKCOPE WATER SERVICE HYDRANT 91 I I UNLESS NOTED OTHERWISE. REVIEWED BY:CGB ARROWBOLT e" DI CLASS s1 3 I I ELEV.4965.76 STA 4+50.00 WATER MAIN WITH I TL' I STA 8+84 III I I' I PROJECT ENGINEER:CGB TRACER WIRE 8"x8" CROSS I 'I I I III I DESIGNED BY: BRB 8" GATE VALVE STA 8+66.13 I I I II I 8" GATE VALVE I I STA 3+93.62 s 0� 5+0 -6+00 - - - -7+00 - ----W W -I-W -IW -_W WI 8" 45' BEND - - AI LEY _ 8+85 III I STA4+10.41 8" 45' BEND STA 4+24.05x6" I I II _ I I 8" TEE AND I It I HYDRANT ASSEMBLYT I II I I PUBLIC UTILITY EASEMENT I I I6 I F ALLEY WATER PLAN HORZ. SCALE: 1" = 50' P4 �1 q (~ Z 4990 - 4990 b (� 44 4960 4980 -- FINISHED GRADE -- -.-....- ABOVE WATER -. ---- MAIN - - fftCO4NLDUITS 8" DI CLASS 51 EXTG GRADE 4970 4970 WATER MAIN ABOVE STA 4+24.05 WATER MAIN D. ASSEMBLY ----'""- UTILITY WATER SERVICE _O - ----------- -BURY LINE .90�34963.57 -- CONDUITS b -8.0' BURY DEPTH 4960 _ - - 4960 Jim ---- INV 4949E VALVE ._. ------ 4950 -- ------ ---- ---- 4950 ✓-� w - STA 5* BEND g" GATE VALVE 4+50.00 8" 45' BEND STA 0+41.01 NEW SEWER MAIN INV +955-r3- STA 8+66.32 8" GATE VALVE 4955.54 8 GATE VALVE INV 496�4F - STA 4+24.05 --- INV 4951.0 b 4940 4950.86 8"x6' TEE AND 4940 STA 4+10.47 4951.30- STA 0+00.00 8" 45' BEND HYDRANT ASSEMBLY I- 8"x8" CROSS INV 4966.66---66--_6 00 INV 4".r.�^.� 4955.51 4955.42 _ __ 8"x8"TEE �1 n 4950.82 - - -- -. INV-r969.62---_._- z v�i cJ 4930 4950.48 4930 _ C' ^_-. - TOP OF PIPE FINISHED GRADE EL -WATER MAIN 4Ni�F EL - _ j 4920 4920 pppp M N pp N O O 1.0 drn: rn nm0 1rn� 0rn1 dm rnN 0v1 Na a a a a a a a a < ap1.N a a a Ma D O O N 06 . M a . . M a ''D O Lo t W O N a arn � b F4 0+00 1+00 2+00 3+00 4+00 5+00 8+00 7+00 8+00 8+85 A g ALLEY WATER PROFILE SHEET HORZ. SCALE: 1" = 50' & VERT. SCALE: 1" = 10' C4"a 5 ALLISON SUB. c 1f T m WATER I Ash-BU I TI PROJECT: 18-116 DATE: 08-12-21 ! I I i N {y� O O F N O N N O N N N p^ m C, PIPE MATERIAL NOTES: SCALE I. PVC STORM DRAINAGE PIPE SHALL MEET ONE OF THE FOLLOWING SPECIFICATIONS: ASTM 3034 SDR35 FOR PIPE SIZES 4"TO 15", ASTM F679 T-1 WALL THICKNESS (SOR 35) FOR PIPE SIZES 18"TO 27", OR ASTM F94 FOR PROFILE WALL PIPE (CONTECH A-2000 OR EQUIVALENT) FOR PIPE SIZES 4"TO 36". - 3 a a°�-0 2. REINFORCED CONCRETE PIPE (RCP) IS AN ACCEPTABLE SUBSTITUTE FOR ANY STORM DRAINAGE PIPE. 12"AND 15" RCP PIPE MUST BE ASTM C76, CLASS 5, 18" RCP AND LARGER MUST BE ASTM C76, CLASS 3 OR HIGHER. ' a 0 l inch= SO fed EXT'G RETENTION POND TO BE FILLED WITH CLEAN COMPACTED FILL MATERIAL w w_ I`�--`-- 48" DIAMETER OUTLET rn I I I I INV IN 4959-894950,90 STORM WATER DETENTION POND #2 STRUCTURE S FF: L=190', W 56'PV E14,848L. 1 CF 1\ STA INLET 5 I / 15" INV OUT 4950.10 CURB INLET 5 SUMP 4948.60 p I I I I I I pL SIDE SLOPE 4:1 H:V z 4' COMBO MANHOLE/INLET �(SEE DETAIL 4/C7.4) 0 0 w FETCS, NmPIOEMP AN r �'fj�1 it PROPOSED Ir' 14 1 4953.0 STA 4+49.92 CONTOUR I I 24"X36" CURB INLET URB INLET 6 I % /u �/ 85 L.F. OF 15" PVC m a EXT"G CURB INLET/MH COMBO - -l -��_4 // /` OUTLET PIPE 03.6%. l / INV IN 4950.10 0 N,.i 4 PLUG 4.13 INV OUT 4947.00 Z PLUG 24" STUB TO EAST. STA 3+7 PIPE TO NORTH. CURB INLET 3 ~~ ��� I / '� EXTEND NATURAL 15" INV. OUTTo69.26 (S)4959.69 5' COMBO MANHOLE/INLET � / / � VEGETATIVE EROSION/ _ (USE EXT'G 24" KNOCKOUT) - �u,W W W W - .. ,, g CONTROL TO NTq,V yyyyJJ -��I "l-s S` ARNOLDST . 24" PVC PIPE- g / / /- EXISTING CREEK / REMOVE 24" PVC PIPE J1�/l p.l.'p'O 'uR � � W M son _ I ' 6' AND REPLACE WITH 1+00 3+00 m 30 x 28.5' OF 15" PVC PIPE - 2+0 RAP PARIDP t B25 i PE S 12 �/ \„/� / APPROXIMATE LOCATION OF EXISTING I NANC 24" PVC STORMWATER POND #2 FROM ALLISON ' E ----- ----- ---- 'MANTE E O S ACCESS INV.4999;964951.01 MINOR SUBD. EXT'G VOLUME PER i pJ ya \ 11yell I ORIGINAL DESIGN = 1146 CF 0 I STA 3+16.93 I \ \ 24" FETS INCREASE VOLUME BY 427 CF TO STA 1+19.38 EXT'G CURB(INLET/MH COMBO '°�° \\ ������ ACCOMODATE SOUTH SIDE OF ARNOLD 4959.51 CURB INLET 1 CURB INLET 2 �aa TRIPLE STREET FLOW. MATCH BOT. OF POND DRAWN BY:JPS 15" INV. IN KNOCK'(N) x0 CULVERTS- INVERT TO PIPE INVERT 5' COMBO MANHOLE/INLET I 5' COMBO MANHOLE INLET I 1 o/ �CGB (USE EXT'G 24 KNOCKOUT) / I / SEE SHT 2.7 � REVIEWED BY. 24" INV. OUT 4959.00'(E)4959.41 I / d/ / � $ �-�p, ( ) t 50 LF. (INCL FETS) OF (CORE MANHOLE FOR NEW 24" PVC PIPE) i I I I / ✓� 3 'VyOl •kp 15" PVC 0 0.4% PROJECT ENGINEER:CGB p _ r CURB INLET 10 DESIGNED BY: BRB 4' COMBO MANHOLE/INLET ALLEY / \\ 4958 TBC ±4955.44 SEE C2.6 3 15" INV. IN 951.49 (SW)4951.43 15" INV. OUT 4961.49 (N)4951.43 / \ 4+98.76 / \, �x00 CURB INLET 4 STA 7+52.90 52 LF. OF 15" PVC 0 0.4% �J 5' COMBO MANHOLE/INLET CURB INLET 8 €_,_ o ` ea.A T4 / 5' COMBO MANHOLE/INLET `_ - >__ S $ _ b \ CURB INLET 9 / 7+12 24 `/ I 4' COMBO MANHOLE/INLET TBC ±4955.51 CURB INLET 7 / / \ 5' COMBO MANHOLE/INLET '' /y./�f/7I 15" INV. OUT 4951-:79(NE)4951.70 / / TEMP. STORM WATER RET. POND #1 In B.O.P. EL = 4946.3' �L=54', W=10' ARNOLD ST STORM SEWER PLAN / Qy / SIDE SLOPE 4:1 (H:V) HORZ. SCALE: 1" = 50' �� / / �.�/ DO j,_1 \�\ / FUTURE WATER PH AND SANITARY .._....__ SEWER MAINS FUTURE CURB J S Sl, \ �' �`• / AND GUTTER ' � �I 4990 4990 G�'YT �\ / ✓� / � ��sm � � N of �_m STA 4+49.92, CURB INLET#6.- N m ^ 6 fO___ __ _TBC 4,960.39 \ ' °o J INV OUT "�� SE 4955.90 s�' TEMPORARY SWALES WITH _-Z Z d..� ( ) M M \ ) VELOCITY CHECK DAM 3 U 3w SUMP 4954.42 , 49804980 INLET#5 STA_ --FINISHED GRADE -n TBC 4,960.16 ni N w ABOVE STORM o V - --INV IN ",-.�srm(NW)4955.77 3x12"A-2000 CONDUIT _°'?li SEWER rim . 2 -MM H INV OUT '-r95546 5 4955.77 1x4"A-2000 CONDUIT wM ���''' n?? ^m ( ) ?v '-+rn ra EXT'G GRADE --�� �- SUMP I4954.26 -� A. 7+52.90, CURB INLET #6'"._. 4970 "a?oa ABOVE STORM +m 5a +c 'rm A. 4+98.76, CURB INLET #4 o 4970 a� �s SEWER._- ">�z o a n Z) TBC 4,960.11 N„� n -TBC 4,956.51 to m�b v�i- _ F m»� Q O 0 s -INV IN 4,954:95 (NW)4954.90 N N _ u�i INV IN ''-'- r.5ii(S)4951.59 IN 4,955r46(N) 4955.40 __+rn ra INV OUT '-r9o`4.68 (NW)4951.59--F - - cnr??cn R' 3S INV OUT4,954.96(SE)4954.90 `*?oa SUMP 4950.08 4960 194 LF 24"-PVC ®968 0.56% - - - SUMP 4953.46 mzz 4960 - --- - - - -- 209 LF 24„.PVC 0 }.i5R•-1.47%- 117.38 LF 24" PVC 0.58%- ®635*1.02% N 4950 EXT'G CURB/INLET MH COMBO 53 LF 24" PVC ® 865Y6 3xl2"A-20DO CONDUIT _ 4950 i/ / A 121 LF 2 PVC ® '%=- CORE EXT'G MANHOLE FOR 24" PVC 4" .0 lx4"A-2000 CONDUIT CONNECTION m'- - -�-- TEMPORARY RETENTION POND#1 PLAN 4 24" INV. OUT 1959.00 (E)4959.41 -1.57% _ ¢ 59 LF 15" PVC ®4--5GW 37 LF 24" PVC ® --- r- �}K 0.65% iv 0.62%- _ 0.65% -- 89.09 LF 2e PVC ®97956 HORZ. SCALE: 1" - 50' N �_--- 29 LF 15" PVC 06-59% 4940 0.45% 4940 " 8" SANITARY SEWER li+ CROSSING - _- � O N _ 8" WATER CROSSING r� 4930 -- -_ 4930 N EXT'G GRADE__ _FINISHED GRADE - E-4 4920 - _�- 4920 " Y O m m m m O 0 u1 r m N s m N 10 0! N < m 0 0cc! 0 0 m N O) M O ^ O m Ol of N m A N M N N (V O O m m 00 I� m w fV 0M m Y 0 10 O (O f0 m tO t0 00 m w �0 m �O 10 t0 f0 l0 t0 �0 <O f0 (D N N N m m lt) In N to N N m Lo m N m a s a s v a a m rn rn rn o+ rn rn m o' rn rn rn m rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn ' e da SHEET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 a 1 C5"11 3 ARNOLD ST STORM SEWER PROFILE ALLISON SUB. HORZ. SCALE: 1" 50' �7 $ °�° ''STORM VERT. SCALE: 1" = 10' AS-B�1 IL Y $ g�g PROJECT: 18-118 DATE: 08-12-21 N N N N w 0 0 0 0 F N N N N N 5 o] m 0 0 O SCALE REMOVE EXISTING FETS AND m EXTEND EXTG 13.5"X22" CLASS 4 a a o u so �a RCPARCH CULVERTS (3)BY 16' Of EACH INTO 12'X8' IRRIGATION O I inch 50 feet DIVERSION CONCRETE BOX SLOPE = t0.2% EXTG CURB INLET WITH 15" w w PVC, 3 LF. STUB TO EAST STA 5+31.00 PLUG EXTG HOLE FOR PIPE TO 4' FLAT TOP SDMH.1 STORM WATER DETENTION POND #1 THE SOUTH -J - STA 5+14.16 15.5 LF 15" PVC 1B" PVC B.O.P. EL. 40', V ' oz ®1.53% 15" PVC 12' WIDE GRAVEL STORM PIPE L=135', W=40', V=12,491 CF g - - CURB INLET 12- - - ( ) STORM PIPE ACCESS ROAD SIDE SLOPE 4:1 H:V 15" PVC �- 4' COMBO MANHOLE/INLET_ \I STA 10+96.70 ato STORM PIPE OPPORTUNITY WAY V W 4' FLAT TOP SDMH 4 Z-� - - - - - - sd "rT� - - _ p� W J +00 -� -DO- -2+00 3+00 - - 44+0 - - -- +00- - -,> -v�-a S- t- -,=tom ' ® .®��Wer �v{ --� �--"zL�. W �ttl- - - - - - - - - - - - - - p_ I D T � P 00' �i OUTLET STRUCTURE' I a 12'X8' IRRIGATION = - - - _- - - - - 48" DIAMETER 6+0 7+ 0� 8 00 9+00 10+00 11 11+26 _� _ - - T INV IN 4939.2.^5-4938.58 DIVERSION STA 1+89.97 - ------- ------ I I CONCRETE BOX STA 0+00.00 - - - - - - - - - - - �l INV. OUT "�0 4938.36 Z� N M a �`- NON-TRAFFIC I / EXTG CURB INLET I CURB INLET 11 15" PVC CAP I I I N I I �y SUMP 4937.00 STA 5+87.02 / I 4' COMBO MANHOLE/INLET STA 8+84.60 I I I /(SEE DETAIL 4/C7.4)� RATED WITH MATCH EXi'G EL 15" PVC CAP 3' OF 15" PVC STONV. 494 82 S) 4' FLAT TOP SDMH 2 / / / ACCESS HATCH I / II I ,� III I 4' FLAT TOP SDMH 3 I I 16" PVC FETS // �` 4 � RIM = 4958.26 i EXTG RETENTION POND TO SLOPE 0.75% I STA 5+64.16 I I INV. 939 3' OF 15" PVC z' - 4g3g,23 30 L.F. OF 15" PVC OUTLET PIPE INV IN =-s-�4954.91 - BE FILLED WITH CLEAN STORM SEWER STUB I O I CURB INLET 13 I I /0 0.5%. DAYLIGHT TO SWALE (ao INV OUT= 95+804954.78 COMPACTED STA 5+30.97 F y 4' COMBO MANHOLE/INLET I / /INV IN h938:5& 4938.38 - INV. 4949.95 (S) FILL MATERIAL ,z I /SLOPE 0.75% CURB.INLET 14 3'x6' RIP INV. OUT 4938:96REMOVEEXTGPIPE AND FETS 4' COMBO MANHOLE/INLET I W I I RAP PAD _ ��� / 493828 t 121 L.F. ® 1% /PROPOSED CONTOUR I . I ' � 9" DEEP, 6' WIDE15" PVC CAP I �� �� SWALE WITH 4:1 REMOVE EXISTNG FETS AND EXTEND EXTG I EXTG CONTOUR 3' OF 15" PVC STORM SEWER STUB J I / / SIDE SLOPES /�22.5"X36.25" CLASS 3 RCP ARCH CULVERT BY I 3 �I INV. 4940.88 (S) / / / INV IN "-.9�s4938.25 / 18' INTO 12'X8' IRRIGATION DIVERSION I I I SLOPE 0.75% / / / INV. OUT "-.ems 4937.71 CONCRETE BOX SLOPE = t0.5% I ,I � i / / / �/ // /v / DRAWN BY:JPS REVIEWED BY:CGB / t 28 L.F. 15" PVC PROJECT ENGINEER:CGB CULVERT UNDER TRAIL® 0.5% DESIGNED BY: BRB OPPORTUNITY WAY PLAN / /'INV.IOUTg37.14 4937.00 HORZ. SCALE: 1" = 507 cn PIPE MATERIAL NOTES: 1. PVC STORM DRAINAGE PIPE SHALL MEET ONE OF THE FOLLOWING SPECIFICATIONS: ASTM 3034 SOR35FOR PIPE SIZES 4" TO 15", ASTM F679 T-1 WALL THICKNESS (SDR 35) FOR PIPE SIZES 18" TO 27", OR ASTM F94 FOR PROFILE WALL PIPE (CONTECH A-2000 OR EQUIVALENT) FOR PIPE SIZES 4"TO.36", 2. REINFORCED CONCRETE PIPE (RCP) IS AN ACCEPTABLE SUBSTITUTE FOR ANY STORM DRAINAGE PIPE. 12" AND 15" RCP PIPE MUST BE ASTM C76, CLASS 5, 18" RCP AND LARGER MUST BE ASTM C76, CLASS 3 OR HIGHER. .� b ae. N � � �4pn 4980 ak ro 4980 �1j as �a .ri0D°0 STA. 5+31.00, SDMH 1 _ z � a STA. 5+30.97, CURB INLET #14 RIM 4,950.47 - _ - '--- - TBC 4,950.99 -INV IN 4,946.46 (S) 4946.29 - m� 4946.52 INV OUT 4,946r79(N) -INV IN 4iJ46:46(W) 4946.29 _ 4970 CJ!] 4970 Cl "" - SUMP 4945.20 INV OUT$946.16 (E)4946.29 _ - SUMP 4944.96 --- m - +� FINISHED GRADE # n n m STA. 5+64.16, CURB INLET 13 --M -- ABOVE STORM MAIN STA. 5+14.17, CURB INLET#12 0 of TBC 4951.03 - TBC 4,950.68 r EXTG GROUND INV IN 4�-9:6.81 W 4945.56 p-ABOVE STORM 4946.73 INV IN c-'r^.r(W}_ - --INV OUT 4t846.91-(SE)4945.54--- 4946.73 INV IN 4946.79 (S) 3 N f 4960 4960 ¢cr>>>- MAIN SUMP 4944.31 N o 3 m z z z-- INV OUT 4946d$(E) - -- r--- 4946.71 STA. 5+87.02, SDMH 2 _ -RIM 4,950.70 - M o n INV INS-945.3r(NW)4945.19 - 320 LF 15" PVC INV OUT 4�3'. (E)4945.19 4950 ® 0.97% 1 SUMP 4943.81 rn o 4950 CONNECT TO EXTG 15" PVC STUB INV. ±4953.67 -- - - 294 LF 15" PVC z rn EXTG CURB -- -- -- 208 LF 18" PVC ®9.z65E0.71R 6� INLET 1 - '--- 2.56%--- - 4940 13 LF 15" PVC ® 0 19 LF 15" PVC ® ^ 4940 F� cn 00 - -- 15.5 LF 15" PVC 053ib - 29 LF 15" PVC® 1-:969s 4% --- '-- -- ---- - -- A N 1.48%�-w ---- - w 2:51% ...__21 LF 18' PVC m -H9 --.__ ,h 8" SANITARY SEWER- M >4 O 4930 CROSSING 0.38% 4930 _00 o 8"WATER- PT s. --- -- CROSSING ._ ®q __. - .. ..._ v 4920 4920 N -"'-- EXT'G GRADE FINISHED GRADE 4910 4910 °O �h O O1 M O n N W I., OJ N N O O rn O r N N n b N 01 cq O of N m O OOi- m w Ooi N A O IN rn N 10 t0 d' cf N t0 Ot O1 a N O O 7 O O M O r O IM 0R t0 O M n M M M N N N N Cl O O O o 01 a M (V M N N OI y N Lo No V1 N In in n n In In to Vl n N In 0 in N in N d .SHEET 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+0011+25 a C5"2 OPPORTUNITY WAY PROFILE - ALLIsoN sus. HORZ. SCALE: 1" = 50' A S-B�ILJ yI�vn. STORM VERT. SCALE: 1" = 10' JL PROJECT: 18-118 `4 DATE: 08-12-21 I I I N I00000 0 o 0 0 0 0 I I I I I Ri I Iil / aNaaMm j I tudento to I I li i � i it / o�o �w cv I I I I jii iil / }000= o I I I ii ill / SCALE m ------- .:. ::. ---- -- ---� I----- Ir r r RELOCATED r1 I--- - J r r I r i � 'a d'ri c�i I R1-1 I I i i i i // DEAD END -==ID 3-1 4 -- L - BARRICADE o -------- ------------------------------ ---------------------------- t ------ ------------ ------------- -- �'�--=4.,Y� OM4-3(X3) / finch= 40 .1L!_ -—-—-—- --STUDENT DRIVE -- -—-—-— —STUDENT DRIVE -- -� -—-—-- --� \ // NOTES 4 of 1 ALL PAVEMENT MARKINGS SHALL CONFORM WITH CITY OF w x Im /G --_- _ _- _-- ----_ ---__ BOZEMAN STANDARDS AND MANUAL N UNIFORM TRAFFIC Z -o NL -- - -- - -- ---- - - - ------------- - -- --- --- -------- --- ---- _- LI`,t„ ,�a // CONTROL DEVICES (MUTCD) STANDARDS. 255 � �j 2. ALL TRANSVERSE MARKINGS, WORDS, SYMBOLS, AND 8" OR w w w r II r D3-1 (4) L a a N O I I ' W I. Z`� LARGER LANE LINE PAVEMENT MARKINGS SHALL BE Z I W I li l tudento I D3-1 (4) li g \� THERMOPLASTIC. w w w Q a I ,I I li z it �: \ ISnn o m y I r r r < W r r o 3• ALL LONGITUDINAL MARKINGS LESS THAN 8" SHALL BE EPDXY. 4i w�i p rn r w z D3-1 (4) �> "y 4. PAINT ALL INTERSECTION CURB FACES WITH YELLOW EPDXY FROM j CURB RETURN 40' BACK. z a a 5. REFER TO BOZEMAN DETAIL DRAWING 02581-2 FOR STUDENT DR I G it �fo UNCONTROLLED CROSSINGS AND DTL DWG 02581-1 FOR STOP HORZ. SCALE: 1"= 40' /� I i i� �cP r' .� BARS. V i 6. PAINT CURB WITH YELLOW EPDXY WITH FROM 15 LF ON EITHER SIDE OF ALL FIRE HYDRANTS. (ao 7. PAINT CURB WITH YELLOW EPDXY FROM ALL R7-1 LEFT ANDR7-1 RIGHT SIGNS TO PC OF CURB.S 7TH AVEHORZ. SCALE: 1" = 40' Ili I R III li i i it I I V011me � r i � it � S 7th n"" DRAWN BY:JPS i I rr r r 1 r r r I 11 I ; II REVIEWED BY:CGB r i it W1-1aR it 36'"X36" I i i r PROJECT ENGINEER:CGB W7-1aL- TM II 5 MPH I D3-1 (4) II D3-1 (4) 36"X3 H r RIGHT I I I III DESIGNED BY: BRB 5 MPH i i i SIGN BLANKS (14PGAUGTED SQUARE TUBE POST LEFT I r ' i' MOUNTED _=_L__R--__=--=_ __�'=_-_ =- =-=_-====- - BACK TO BACK ' ON POST FASTEN POST TO SLEEVE WITH h . ------ --- --------- ------------------------ CORNER BOLT (A325) 1 0 ABOVE YELLOW CURBi� PAINT u\ \ `VOLLMER ST FINISH GRAG I INSERT X HEAD °a VOLLMER ST FROM OPPOSITE SIDE RI EXPECTED vb pA - - - - - - -- IMPACT. INSERT DRIVE RIVET INTO FINISH o OPPOSITE SIDE. 6� �`. 2' (MIN) GRADE o A L2 k� Iil NON-PERFORATED SQUARE TUBE C� T.— 4" 2" PERFORATED 2 Y4" X 30" 12 GAUGE I I b it POST TELTUBE SIGN POST SLEEVE (TELSPAR "QUIK SQUARE TUBE h� ( PUNCH" OR APPROVED EQUAL) / I OR APPROVED 7' (MIN) j BON TON AVE EQUAL) 24 / HORZ. SCALE: 1"= 40' (� VOLLMER STREET b e� HORZ. SCALE: 1" = 40' �/— - INSERT SIGN POST 18" INTO SLEEVE M-4000 CONCRETE ANCHOR 4 j I 4" SOLID I I ©'�3 I III i� SIGN POST FOUNDATION DETAb rx I YELLOW LINE 5' I W2-6 I I II I III Fv i j OC, 45' W13-1P I j ~ 1 l o I I r{ <. AmOld se .r / ATTACH SIGNS TO POST WITH DRIVE RIVETS MIN. y � �� 24" YELLOW I ����1 I I I I ® � r r� ( ® � THERMOPLASTIC *NI n I I 4"DOUBLE YELLOW EPDXY LINE I lip i 2 PER SIGN) (� C) AT 30' SPACED I STOP R7-2 AT 15' APART D11-1 I R7-1 (L) i I 4" W�iITE EPDXY LIN D3-1 2 ON EXT'G \ M6-21 I 4",WHITE EPDXY LINE POST R7-1 ' , , TYPICAL PAVEMENT i' I DE�`A�. q 8.0' PARKING >/ ` MARKINGS FOR PED XING i m 5.0' BIKE LANE -- I �'�i TYPE"A" PER COB DTL /� �•I TYPICAL SIGNAGE BIKE LANE SYMBOL& 02581-1 COB STD. DWG N0. 09810-1 10.0' TRAVEL LANE I b'/' '� ® ARNOLD ST 10.0' TRAVEL LANE ARROW(TYP.) \ �O 8' WIDE CROSSWALK (TYP.) ' / Arnold sr - 5.0' BIKE LANE 8.0' PARKING TYPICAL PAVEMENT MARKINGS FOR PIED XING - TYPE "B" PER COB DTL`L\ ` ' RELOCATE EXISTING /.� R7-1 (L) r R7-1 (R) - - COB L ` W11-2 i' / , ( DEAD END H W16-7P i D11-1 / ' '� / BARRICADE TO S V4i C/1 ao TINGj M6-2 * 9 I �� � TYPICAL PAVEMENT � � RELOCATE EXT'G 7TH AVE REMOVE EXISI DEAD I ® I `� 1 � I I MARKINGS FOR PIED XING e TRAIL SIGNS TO END BARRICADES W11-2 � ` TYPE"B" PER COB DTL R7-1 (R) TRAIL ( _ W16-7P 02581-2 J N I I / ' /CFI OPPORTUNITY WAY 44 ® ,P R1-1 -2 R7-1 (L) a7y c (� D3-1 (4)�\ ' 'W16-7P i II 1 N Iq; ------------------------- O .- ----1------------.L- - --' %;' / /'S/ o \�\ I / R3-17 t�7�. -.�_r.w-__,_-.=-�I I ����� T '� m. ---------- Ij ----------------'- - -- - -- -- ---- ---- -- �i/ / ;� > � �♦ - / D3-1 (4)4" SOLID / YELLOW LINE 5' m I jjii I I, z iII00- > Arnold OC, 45' R7-1 (L) _ / Ortunl li I zit STOP ...:_.w - / i ' 11 $ I! SHEET DE�DAEND \� / - 1 ;w •; I I i i it' TYPICAL PAVEMENT BARRICADES "\ W11-2 'f I li i i a C6.1 OM4-3 (X3) / MARKINGS FOR PIED XING \ \ / W16-7P \ / TYPE "B" PER COB DTL I i i I i i W m ALLISON SUB. �02581-2 I II r r rl \ J'�R �• / / / I i it m SIGNING&STRIPING ARNOLD ST \\ / / OPPORTUNITY WAY A'S_BU17L i PROJECT: 18-118 HORZ. SCALE: 1" a 40' / i / / HORZ. SCALE: 1"= 40' DATE: 08-12-21 i i i 0 I VARIES N N N 0 N O �� 4" THICK P.C.C. FOR 5' WIDE SIDEWALKS > 6" THICK P.C.C. FOR 6' &10' WIDE SIDEWALKS m rn I EP EP ' 3"COMPACTED CRUSHED CAST IRON TACTILE L - SURFACE (TYPJ / NI SLOPE �6 SLOPE ASPHALT ,? ROCK BASE VARIES . �. VARIES CONCRETE -III- COMPACTED SUBGRADE �_IIH�ii-�1=1II1- E,I_II COMPACTED DRIP SIP - - N o BASE ROCK p F,I ,-I 18"•• NOTES.. �i w N 6' VARIES 69_1 IYI-�11111a 11-III. r- 1. CONCRETE DEPTH FOR 570. SIDEWALKS SHALL BE 4" MIN. w o ���' 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS SHOWN COMPACTED ON GRADING PLAN. MAXIMUM CROSS SLOPE - 29 NOTE: 7" M-4000 PSI SUBGRADE 3. CONCRETE SHALL BE 4,000 PSI 0 28 DAYS. 00 a WINGS ADJACENT TO BOULEVARD ARE 18" CONCRETE, REINFORCED 4. CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS EQUIVALENT TO THE WINGS ADJACENT TO CONCRETE SURFACE ARE 6' WITH #4 BARS ON 2'x2' WIDTH. GRID 5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS AND AS NOTES: SHOWN ON ADDITONAL DETAILS. i. P.C.C. SHALL BE 4,000 PSI®28 DAYS. CONCRETE �ry q VARIES-7TO BE PLACED ON APPROVED SUBGRADE AND BASE ROCK. S DETAIL AllL 2.CONTRACTION JOINTS SHALL BE PLACED AT 10' . DETAICONCRETESIIDEWALK 01.6w, INTERVALS AND SHALL EXTEND A MINIMUM OF 20%NO UP THROUGH THE CONCRETE. N.T.S. 6" THICK, M-4,000 PSI REINFORCED3.ASPHALT PAVEMENT SHALL BE PLACED TO ENSURE NO PORTLAND CEMENT CONCRETE. 4 PONDING ADJACENT TO CONCRETE SWALE. ®18" O.C. EACH WAY, FOR3" OF 1" CROSSWALKS USE RED CONCRETECRUSHED ROCK DETAIL STAMPED WITH BRICK PATTERN SECTION THROUGH RAMP BASE E•1 CONCRETE VALLEY GUTTER 3" THICK, 1 1/2" CRUSHED DRAWN BY:JPS COB DETAIL NO. 02529-1 NOTES L 1 ROCK BASE COURSE IN REVIEWED BY:CGB 1. TRUNCATED DOME PANELS PER CITY OF BOZEMAN STDS J' ACCORDANCE W/MPW 2235 2' PROJECT ENGINEER:CGB 2. ALL RAMPS AND ACCESS WAYS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT (ADA). 10" THICK, V-MINUS DESIGNED BY: BRB UNCRUSHED SUB-BASE COURSE IN ACCORDANCE DETAIL =111=11=1I1=111=111=111=111=11 a I I- w/MPW 2234 C7.1 SIDEWALK 1=1Tf =1TI-I 11=1I f=1 I-I -I I-I•� ADA ACCESSIBLE RAMP `COMPACTED SUBGRADE N.T.S. b --BACK URB DETAIL OF '4, �•1 TRAFFIC RATED CONCRETE PAVEMENT AND SIDEWALK CROSSING SECTION PT m.da d _ lLd vm I DOWEL WITH 24" NO.5 .d`.g4 C 5�RNSI�N 1' (TYP.) We REBAR, 3" INTO BACK ^ol: ° OF CURB, 3" CLEAR ".N - R A 0000 2% MAX. ° (� J. 5'o0o LANDING aI ge•' d 5- OR 10 SIDEWALK'(f*) cc a v000 I­m4 F� a 0000 24" Min °°1:20 MAX. ° �I 0000 4" MM. - b 00 000 00 �I REINFORCE CONCRETE IN RAMPS WITH B� e00000000a IVVI a tyq FIBERMESH AT A RATE IF 1 1/2 lbs./C.Y. o oo 0 o I� OR WITH 6x6x10 GAUGE WIRE MESH C OWEL Lt� SEE PLAN p 0 a (0.45') 6"THICK PD za" CONCRETE SURFACE 0 DEPRESS CURB TO THIS LINE 9" R = 15' OR AS INDICATED ON PLANS EXPANSION FLOW LINE �I FOR CURB DROP. 2" JOINT RAMPS TO BE CONSTRUCTED WITH DETECTABLE * SPILL CURB WARNING SURFACES COMPLYING WITH ADAAG, O 4• TOPSOIL° 3"R /' CATCH CURB 45" COVERING THE ENTIRE WIDTH OF THE RAMPS. ONE STORM DRAIN INLET COI L(TYP.) a"R CORNER OF THE DETECTABLE WARNING MUST BE (TYPICAL LOCATION) _ 5�34":1' 1/2"PER P SLOPE 1.5" . " � WITHIN 8" OF GUTER FLOW LINE; NO OTHER POINT +a- " 17 ON THE LEADING EDGE OF THE ETACTABLE WARNING A 7- MAY BE MORE THAN 5' FROM THE FLOW LINE. 12" 5'-0" 12" - ° 7.5" TOP OF CURB TRANSITION TO NORMAL SIDEWAL L ANDSCAPED °° ' .°: LEVATION. DISTANCE VARIES. O O O O .� SIDEWALK - � ••'' ' AREA 0 0 0 'O O O O O O O O O O o NO LIP - 9.5" r 36" CRUSHED GRAVEL pOiJ,.i000000000000000000000000000 3 5.5" NO LIP S.5" ,^, 5' SIDEWALK 6" BASE-3"MIN. O O 000 O O O O O O O O 0 o LANDING FLOW LINE y ,I .'I I PI y�'S'(,u�I'V"�,�'i�YYV O O O O O O O O O O O 00000 O <h SUB BASE COURSE 1:12 VARIES SECN�IONLB- ro MEDIUM WEIGHT �i AS REQUIRED 1:20 M - GEOT XE NON OVEN TILEOMIRAFI N o4Y - - -m-LII-u-�-�-m-_- - 6" •"°." ' �ET . m� - - - - - 140N OR E UIVALE TT � 6. STANDARD2 1/2" DEPRESSED COMPACTED SUBGRADE 6" CONCR CURB SECTION SIDEWALK LANDING 6" ROUND ROCK ' RAMP 3" GRAVEL BASE (TYP.) \ COMPACTED a F >4 1.CONCRETE SHALL BE CLASS M-4000. 5.1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED SECTION A-A i: SUBGRADE ���-ya 10, erg AT ALL P.C.S., P.T.S., CURB RETURNS AND AT NOT E 1`4 0 2.SUBGRADE OR BASE COURSE COMPACTION SHALL MORE THAN 300' INTERVALS. THE EXPANSION ���pppp CONFORM TO SECTION 02234 (MPWSS) MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH NO SCALE i'� NOTES: $ z 0 [� v OF THE CURB AND GUTTER. SECTION C-C t�-4 lV 3.CRUSHED BASE SHALL MEET THE REQUIREMENTS OF 6 NO CURB AND GUTTER SHALL BE PLACED WITHOUT 1. INSTALL ONE VELOCITY CHECK DAM PER 10'LENGTH G . SECTION 02235 (MPWSS) OF SWALE. VELOCITY CHECK DAM SHALL CONSIST OF 6" A FINAL FORM INSPECTION BY THE CITY ENGINEER NO SCALE w OR HIS REPRESENTATIVE. a ROCKS EMBEDDED SECURELY IN SWALE THAT EXTEND 3" g CIO r� I 4.CONTRACTION JOINTS SHALL BE PLACED AT 10' ABOVE THE REGULAR SWALE CROSS SECTION. k-•1 'r+ INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF CONSTRUCTION NOTES: - �n 1. STANDARD APPLIES TO NEW CONSTRUCTION, WITH MAX. CURB R=15', AND MIN. 5.5' BOULEVARDS. 3/4"AND MINIMUM WIDTH OF 1/8". Q' 2. RAMP AND CURB CAN BE POURED MONOLITHICALLY. 00 3. STORM DRAIN INLETS SHALL BE CONSTRUCTED "UPSTREAM" OF RAMPS. �6 DETAIL ' ALTERNATIVE LOCATIONS PERMITTED ONLY UPON CITY ENGINEER'S APPROVAL. 4. RAMP WIDTH SHALL BE 5' MINIMUM. CT•1 GRAVEL DRAINAGE SWALE �• 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2%. N.T.S. SHEET 4 DETAIL DETAIL a L.7 I C>•1 INTEGRAL CONCRETE CURB&GUTTER PEDESTRIAN RAMP C.O.B. STD. DWG. NO. 02528-1 COB DETAIL NO. 02529-8 m ALLISON SUB. T L�.�-BUI�.Z• m CIVIL DETAILS gg� PROJECT: 1B-118 cU DATE: 08-12-21 } 1 GREEN STEEL POST AT N o 0 END OF SERVICE Do P1 STEEL POST MARKER GREEN STEEL POST ¢N N PAINTED BLUE PROPERTY LINE OR AT END OF SERVICE ry LOCATION OF CURB BOX EASEMENT LINE o o OR AS SHOWN ON PLAN rI PROPERTY.LINE OR EASEMENT LINE BOULEVARD PROPERTY EPORTY Z a a 4 EASEMENT LINE o .s STREET SURFACE SIDEWALK GROUND SURFACE NO COUPLINGS OR OTHER JOINTS ALLOWED ON STREET SURFACE 4' SERVICE PIPE FROM CORP. STOP TO CURB STOP CURB BOX RESTORE 3 FOR 3/4'AND 1'" SERVICES. STRAIGHT COPPER 6.5' MIN. GROUND TO °1 / STATIONARY \ ,L "\/ / 2 5' I GROUND SURFACE PIPE SHALL BE USED FOR 1 1/2-AND 2" COVER _ -�%.A\ ��% -��� I ORIGINAL 1' CONDITION z ROD IN ALL CURB (TYP.) SEE SPECS. F SERVICES 8' COMPACTED BACKFILL \�.�/ TAP Bf BOXES I ( )8. Y\. .^\ � \ 2.5' o, (TYP,) (TYPICAL EXCEPT IN SPECIAL COMPACTED BACK FILL a z SEE DETAIL (SEE SPECS.) o z BELOW CUR STOP CIRCUMSTANCES WHERE CITY HAS w WATER MAIN BASE MATERAL APPROVED ALTERNATE LOCATIONS) VARIES (TYPICAL EXCEPT IN SPECIAL ¢ CIRCUMSTANCES WHERE CITY HAS CORPORATION STO SELECT MATERIAL ,FILL AREA (SEE APPROVED ALTERNATE LOCAT10N5) DETAIL OF A /i/�%/�i%/ii/%i//j/ EI T .'/i/11/i�/i% 'i)/ f�i/ /ice/i� ��--SSERVICE PIPE o ry PROPERLY INSTALLED j 2" X 2" z CORPORATION STOP. �i/ / �ii�� //i���///��i//�r SIZE PER PLAN I WOOD TAP MAIN ATG//�//r MARKER SPRINGLINE. y j! 0 WOOD TRENCH BOTTOM DUCTILE IRON FITTING SERVICE LINE. SLOPE= 1/4" MARKER cxais c. GENERAL \; %V\�\ \` \ PER FOOT MIN., 1/2" PER FOOT 45' ELBOW MAX. NOTES, fa0]5 VE �cENSE� ` I{1 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER A 1j MEASURED FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL SERVICE LINE. SLOPE= 1/4" PER 1J/ BE MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE FOOT MIN., 1/2' PER FOOT MAX. PLUG SANITARY SEWER LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. 45'ELBOW MAIN DRAWN BY:JPS 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE REVIEWED BY:CGB DRAWINGS OR AS SPECIFIED. - 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. NOTES: IN LINE WYE FITTING FOR LUG PROJECT ENGINEER:CGB 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN 1. THIS INSTALLATION MAY BE NEW INSTALLATIONS. OFF-POSITION. SANITARY USED IF DEPTH OF COVER AT SADDLE FITTINGS ALLOWED DESIGNED BY: EIRE SEWER MAIN STUB END WILL EXCEED 6.5' FOR EXISTING INSTALLATIONS OF IN LINE WYE FITTING FOR NEW INSTALLATIONS. WITH STANDARD INSTALLATION SADDLE FITTINGS ALLOWED FOR EXISTING (PER STD DWG 02730-2) IN INSTALLATIONS ONLY UPON APPROVAL OF CITY 2. MIN. DEPTH OF COVER SHALL LOWER THAN SPRING CITY OF BOZEMAN SEWER OF BOZEMAN SEWER DEPARTMENT. BE 5' AT END OF SERVICE LINE OF SEWER MAIN DEPARTMENT. STUB. ENGINEER SHALL BE - FOR WYE FITTINGS. r� SERVICE INVERT NO LOWER THAN RESPONSIBLE FOR DETERMINING b REQUIRED ELEVATION OF STUB. opy o SPRING LINE OF SEWER MAIN FOR 3• DUCTILE IRON FITTINGS SHALL 3 DETAIL !� WYE FITTINGS. BE HARCO C7.2 SANITARY SEWER SERVICE LINE Cd� I DETAIL OR APPROVEDSEQUAL.GASKET - "� �•2 WATER SERVICE LINE 2 DETA]�L C.O.B. STD. DWG. N0. 02680-6 C.O.B. STD DWG 027302 8' MAX 2 DEEP SANITARY SEWER SERVICE LINE 3' MIN. C.O.B. STD DWG 02730-3 rTO BACK OF CURB INSTALL PLUMB WITH PUMPER NEW.HYDRANT, MUELLER NOTE: WHERE TRENCH PASSES NOZZLE FACING STREET MIN. 0" CLEAR THROUGH EXISTING PAVEMENT THE CENTURION SUPER ALL AROUND (TREES, PAVEMENT SHALL BE CUT ALONG A 250 HEDGES, BUSHES, / `�'�j rj ijvj• ELEVATIONS AS SHOWN F� NEAT VERTICAL LINE A MINIMUM OF ETC•) 12" FROM THE EDGE OF THE TRENCH ON TOP OPENING. WHERE NEAT LINE IS LESS ABOVE T PSOF CURB O ADJUSTABLE SCREW kd THAN 3' FROM EDGE OF EXISTING GRADE rTYPE VALVE BOX d p' PAVEMENT OR CURB AND GUTTER j WITH LID ✓�\/ .° B SECTION. GROUND LIN bbb n REMOVE AND REPLACE ENTIRE 0 PAVEMENT SECTION BETWEEN TRENCH UNDISTURBED U ° " EXISTING AND EDGE OF PAVEMENT. WOPE SECTION EARTH 6.5' MIN. MIN Q PAVEMENT CURB BOX SURFACE FINISH GRADE CO ER y��� BEND REDUCER MIN GROUND SURFACE -CONCRETE "' k� UNDISTURBED EARTH THRUST .�'•: JII,,,III-_ - 8' BLOCK TO MAIN LINE III-III- I 11= T MIN MUELLER ,U IIIIII - IJil- H-15428 h//\\/\r rY• .'" \/U/\/�/\\///�/\^// // / //, ) SLOPING, R STRAIGHT COUPLING NG SUPPORTSYSTEMS IN WITH GALVANIZED EI FOR AREA � NFORM TOOS.H.A. OR BRASS CAP PPSPIED TYPE "A""B""C" REGULATIONS .. / TRENCH BACKFILL 12" MINIMUM 1"- MINUS COMPACTED 6.5' NEW 6" AUXILIARY CRUSHED ROCK. PLACED AND COMPACTED MIN COPPER MIN. 1/2 CUBIC YARD GATE VALVE ` J PER CITY OF BOZEMAN STDS. SERVICE WASHED GRAVEL UNE FLANGE JOINT 7, 6"-MINUS PIT RUN. PLACED AND L� > COMPACTED PER CITY OF BOZEMAN STDS. *MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE " INSTALL DE 1/4 BEND USED IN LIEU OF CONCRETE THRUST BLOCK eh _ TECTABLE WARNING TAPE TEE TEE (Plugged) 6" - COMPRESSION b 9 - 18" DEPTH COUPLING _ _ SELECT TYPE I BEDDING MATERIAL PLACED WATER MAIN 4 7 DETAIL E� STANDARD DIMENSIONS FOR THRUST BLOCKING IN 6" LAYERS AND COMPACTED THOROUGHLY TEES REDUCERS& �. \ \\ \\ AS SPECIFIED IN SECTION 02221. C72 O.B��STDI HYDRANT NO 02660-4 Q &PLUGS 90' BEND 45' BEND w \\\\\\\\\ \ �--4 FITTING &WYES 22Nz' BEND SIZE 11TI \ \ \ PROVIDE Y5" t� A B A B A B A B 11=III-IT_Imlllrall.=11,H„]]-II DIAMETER DRAIN o TYPE II PIPE BEDDING WHERE CURB STOP HOLE. BACK g 5" 2'-0"1'-11,2'-5"2'-2"V-10"r-7" r-9" o'-la, - TRENCH WIDTH=O.D. REQUIRED FOR SOFT OR FILL WITH '- O ire 8" 28"2'-a'3'-2"3'-0" 2'-5"2'-1" V-9" V-5" OF PIPE PLUS 2' SUBSTABLE FOUNDATION. 2"COPPER SERVICE LINE WASHED ROCK MIN. TRENCH WIDTH=3.5' CORPORATION STOP _I_ _ _ 12" 4'-0"Y-10 4'-8" 4'-9"J'-W 3'-3" V-7" 2'-3" M-� w y INSTALL TAPPED BLIND FLANGE -mm - S. N NOTES: W/2"ORIFICE, FLANGED END 30" MINIMUM COVER ® Q 1. THESE TABLES ARE BASED ON 150 PSI MAIN *SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION ADAPTOR AND CORP STOP TO TOP OF CONDUIT U PRESSURE & 2000 PSF SOIL BEARING PRESSURE. OR TOP OF UTILITY � b 2. WRAP ALL FITTINGS WITH POLYETHYLENE, IF BACKFILL UNDER ROADWAYS TO MATCH 9 �I a0 ROADWAY SECTION, BACKFILL UNDER REQ'D BY CITY OF BOZEMAN. "4 O+ UNDER ROADWAYS LANDSCAPED AREAS TO BE COMPACTED � PROVIDE 3" OF SUITABLE NATIVE FILL PIPE BEDDING AROUND CONDUITS 4 DETAIL DETAIL DETAIL �� mIIInIDTI(1 m�n_ IP UNDER ROADWAYS PROVIDE 3XI2" SHEET �•2 THRUST BLOCKING FOR WATER MAIN FITTINGS TYPICAL UTILITY TRENCH DETAIL c�z TYPICAL BLOWOFF MIN TRENCH WIDTH CONDUIT CONDUITS AND 1 x4"A-2000 C7 2 FROM C.O.B. STD. DWG. NO 02660-1 C.O.B. STD. DWG NO. 02221-1 C.O.B. STD. DWG NO. 02660-7 3', 4' UNDER a ROADWAYS m ALLISON SUB. CIVIL DETAILS g DE 1 ATL AS_B`-'IL7T PROJECT: 18-118 cTz TYPICAL SHALLOW UTILITY TRENCH DETAIL DATE: 03-12-21 N.T.S. N N N O �N N N N 10' UTILITY 70' Row 10' UTILITY o o CORRIDOR CORRIDOR } 47' TBC TO TBC m 1' 5' 5.5' 8' PARALLEL 5' BIKE 10' TRAVEL 10' TRAVEL 5' BIKE 8' PARALLEL 5.5' S' 1• a SIDEWALK BLVD PARKING LANE LANE LANE LANE PARKING BLVD SIDEWALK o 2' 2' ROADWAY ALIGNMENT 0F 0 w MATCH EXT'G 5.0% 2.0% 2.0% 3.D% 3.D% 2�=0% 2�._0% 5.0% MATCH EXT'G GROUND > GROUND `_ -� - 4"THICK M-4000 CONCRETE \\i 4"THICK M-4000 3" MINUS GRAVEL BASE S; \��� ,/j�� CONCRETE C.O.B. CONC. CURB & / GUTTER (TYP.) -4"ASPHALT SURFACE 3" MINUS GRAVEL BASE COURSE (2 LIFTS) o o COMPACTED SUBGRADE (TYP.) N_ m COMPACTED 6" CRUSHED GRAVEL BASE p SUBGRADE LEAVE FINISH GRADE 6" BELOW TBC FOR a (TYP-) PLACEMENT (1-1/2" MINUS) PLACEMENT OF 5" DEPTH TOPSOIL(TYP.) 15" PITRUN GRAVEL AFTER SUBGRADE COMPACTION THE ROAD FOOTPRINT IS TO BE PROOF (6" MINUS) z M ROLLED WITH A FULLY LOADED 10 CUBIC YARD DUMP TRUCK TO IDENTIFY SOFT AREAS THAT YIELD UNDER LOAD. SOFT AREAS THAT YIELD UNDER LOAD OR PUMP ARE TO BE OVER-EXCAVATED 2 FEET BELOW GRADE AND ALTERNATIVE ROADWAY SECTION: BROUGHT BACK UP TO GRADE WITH ENGINEERED APPROVED GRAVEL FILL THEN COMPACTED TO.SPECIFICATIONS FOR THE FILL ENGINEER SHALL ASPHALT CONCRETE (MDT GRADE B) 4 INCHES (a"o WITNESS ROLL TEST. 1.5" INCH CRUSHED AGGREGATE BASE COURSE (MDT TYPE B, GRADE 2) 17 INCHES STABILIZED SUBGRADE (3 INCH ) --DETAIL•a ARNOLD ST.TYPICAL ROADWAY SECTION N.T.S 10' UTILITY 60' ROW 10' UTILITY DRAWN BY: JPS CORRIDOR CORRIDOR REVIEWED BY:CGS 35' TBC TO TBC PROJECT ENGINEER:CGB 1' 5' 6.5' 7' PARKING 10' TRAVEL 10' TRAVEL 7' PARKING 6.5' 5' 1' DESIGNED BY: BRB SIDEWALK BLVD LANE LANE BLVD -SIDEWALK- 2' ROADWAY ALIGNMENT 3 0 MATCH EXT'G 5.0% 2.0% 2.0% 2.0% 2.0% -� 3.0% 3.0% 5.0% MATCH EXT'G GROUND GROUND �� b 4.1 4"THICK M-4000 CONCRETE - a, 4"THICK M-4000 3" MINUS GRAVEL BASE C.O.B. CONC. CURB & '^/./:1/:/\ �''�•� CONCRETE GUTTER 3 ASPHALT SURFACE 3" MINUS GRAVEL BASE (TYP.) COURSE2 LIFTS C�1 COMPACTED ( ) COMPACTED SUBGRADE (TYP.) 6" CRUSHED GRAVEL BASE SUBGRADE COURSE (1-1/2" MINUS) LEAVE FINISH GRADE 6" BELOW TBC FOR PH (TYP.) PLACEMENT OF 6" DEPTH TOPSOIL (TYP.) 0 AFTER SUBGRADE COMPACTION THE ROAD FOOTPRINT IS TO BE PROOF 10' PITRUN GRAVEL ® " ROLLED WITH A FULLY LOADED 10 CUBIC YARD DUMP TRUCK TO IDENTIFY (6" MINUS) SOFT AREAS THAT YIELD UNDER LOAD. SOFT AREAS THAT YIELD UNDER p� LOAD OR PUMP ARE TO BE OVER-EXCAVATED 2 FEET BELOW GRADE AND BROUGHT BACK UP TO GRADE WITH ENGINEERED APPROVED GRAVEL FILL ALTERNATIVE ROADWAY SECTION: THEN COMPACTED TO SPECIFICATIONS FOR THE FILL. ENGINEER SHALL WITNESS ROLL TEST. ASPHALT CONCRETE (MDT GRADE B) 3 INCHES b 1.5" INCH CRUSHED AGGREGATE BASE COURSE (MDT TYPE B, GRADE 2) 10 INCHES z DETAIL STABILIZED SUBGRADE (3 INCH) 8 INCHES P l �EV TYPICAL LOCAL ST.ROADWAY SECTION Cn Pe4 N.T.S 1 ® a ROADWAY WIDTH VARIES2!---BOULEVARD SIDEWALK UTILITY 30.0' CORRIDOR SAWCUT o d EXT'G PAVEMENT �• �' 2% MAX 5% MATCH EXT'G100':T- 2% S.0' 10.0' 10.0' 5.0' 10.0' MATCH EXISTING -,„....- 4:7 GROUND 2.0' 2.0' ROADWAY - ,� 4�MAk 5% 2 2% 2% 2% 5% 4-1 MPJ4, \ \ , 4" THICK M-4000 CONCRETE �z -• 4tj 3" ASPHAL�SU�2FACE 3" MIN GRAVEL BASE COURSE (MATCH EXISTING) �' ,� COMPACTED SUBGRADE AFTER SUBGRADE COMPACTION THE ROAD FOOTPRINT IS TO 3"ASPHALTIC CONCRETE 6" CRUSHED GRAVEL BASE BE PROOF ROLLED WITH A FULLY LOADED 10 CUBIC YARD COURSE (1-1/2" MINUS) CURB & GUTTER (TYP) DUMP TRUCK TO IDENTIFY SOFT AREAS THAT YIELD UNDER 6" OF 1-1/2" MINUS CRUSHED AFTER SUBGRADE COMPACTION THE ROAD FOOTPRINT IS TO BE PROOF LOAD. SOFT AREAS THAT YIELD UNDER LOAD OR PUMP COMPACTED GRAVEL BASE COURSE ROLLED WITH A FULLY LOADED 10 CUBIC YARD DUMP TRUCK TO IDENTIFY 10" GRAVEL SUBBASE ARE TO BE OVER-EXCAVATED 2 FEET BELOW GRADE AND SUBGRADE Ltl SOFT AREAS THAT YIELD UNDER LOAD. SOFF AREAS THAT YIELD UNDER (6-MINUS) BROUGHT BACK UP TO GRADE WITH ENGINEERED (TYP.) 10" PITRUN GRAVEL LOAD OR PUMP ARE TO BE OVER-EXCAVATED 2 FEET BELOW GRADE AND APPROVED GRAVEL FILL THEN COMPACTED TO (6" MINUS) p4� rp op BROUGHT BACK UP TO GRADE WITH ENGINEERED APPROVED GRAVEL FILL SPECIFICATIONS FOR THE FILL. ENGINEER SHALL WITNESS THEN COMPACTED TO SPECIFICATIONS FOR THE FILL. ENGINEER SHALL ROLL TEST. WITNESS ROLL TEST. 1f� T Y /� 1�, 1f1f lal > LANDSCAPING 3 DE 1 AJ / `t \DETAILIL. 4:1 MAX SLOPE (TYP) c7.a a TYPICAL ROADWAY WIDENING SECTION-OPPORTUNITY WAY TYPICAL ALLEY SECTION 6 N.T.S D N.T.S 2%CROSS SLOPE TYP AL FINES US 12 O v : .... .....:....T ......... .. ....... NA TURAL , ,,,,,,,,,,,,,,•:.:. 3" MINIMUM OF 3/4" ' 0 MINUS CRUSHED BASE 2.0' 2.0' s F 4'7 2%t 2%f 9 1� - - - - - 'MPX• �,�,'C><-�C`wz'j�t�Wit.-j�� �-z`w`C�wOvU�;(U��tJ `�f'"_-�- � ta� 00 NOTES: NATIVE SUITABLE SUBGRADE AFTER SUBGRADE COMPACTION THE ROAD FOOTPRINT IS TO 1.3/B"MINUS NATURAL FINES TO CONSIST OF BOX SAND,10% BE PROOF ROLLED WITH A FULLY LOADED 10 CUBIC YARD COMPACTED 3" OF 1-1/2" MINUS CRUSHED SILT AND 10%CLAY. DUMP TRUCK TO IDENTIFY SOFT AREAS THAT YIELD UNDER SUBGRADE GRAVEL BASE COURSE SHEET LOAD. SOFT AREAS THAT UNDEROR PUMP 2. SUB-BASE,BASE COURSE&SUBGRADE SHALL BE COMPACTED ARE TO BE OVER-EXCAVATEDIE2DFEEF BELOWA GRADE AND (TYP.) TO 95%PER ASTM D-698. S qy BROUGHT BACK UP TO GRADE WITH ENGINEERED 12" PITRUN GRAVEL a �/.3 3.A SOIL STERILANT SHALL BE APPLIED TO THE SUBGRADE APPROVED GRAVEL FILL THEN COMPACTED TO (A" MINUS) PRIOR TO PLACEMENT OF THE GRAVEL BASE. SPECIFICATIONS FOR THE FILL. ENGINEER SHALL WITNESS ALLISON SUB. ROLL TEST. GEOTEXTILE FABRIC MIRAFI 50OX OR EQUIVALENT DETAIL s DETAIL AS_BUI�� m Char,DETAILS PROJECT: 1 C6.o GRAVEL FINES TRAIL c7s TYPICAL GRAVEL ACCESS ROAD SECTION 12- N.T.S DATE: 08-12-21 j O000� N N N N N to w 0 0 0 0 0 STANDARD CASTING z o c� 4 a ro N & COVER FRAME AND COVER TO BE EITHER D & L A-1172 WITH 1" COVER, MCI 305 y_ FRAME AND COVER TO BE EITHER D&L A-1172 WITH 1" COVER, MCI 305 FRAME. m �; m FRAME, 305A COVER, OR IFCO 772 FRAME, 772-B COVER OR DEFTER 1025. N 305A COVER. OR IFCO 772 FRAME, 772-B COVER, OR DEEPER 1025, o 0 0 0 COVERS SHALL HAVE TWO 1" PICK HOLES. m 4" MINIMUM, 7" MAXIMUM OPENIN ¢ COVERS SHALL HAVE TWO 1" PICK HOLES. y ----- FLAT SLAB COVER Z m j O a!6!2 aim _� NOTE: a����� 5/8" DIA SMOOTH ROD ADJUSTABLE RINGS, ------- - ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & o CENTERED IN OPENING 2" MIN., 12" MAX. '------ TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE (EXCEPT FOR EJIW 7030) 4' DIA. PRECAST REINFORCED ------- ° WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR EQUAL N"' CONCRETE MANHOLE AND BASE, - - NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. AS PER C.O.B. STANDARD DRAWING MANHOLE RING &TOP SECTION, AND AROUND wi NO. 02720-4 SEWER PIPE INTO MANHOLE SHALL BE WATER- w w w 24" OR TIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" m O= z OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN cj Z o 6" FLAT SLAB COVER A 27" OPENING SEWER PIPE AND MANHOLE WALL 2.-O" o PRECAST REINFORCED CONCRETE MANHOLE RISER in 24" n of 5 AND ECCENTRIC CONE TOP MANUFACTURED IN OPENING c4 - ACCORDANCE WITH ASTM DESIGNATION C-478. O_ °- o_z r j o MANHOLE STEPS AT MANHOLE o o J 1 w w w 0 r' i STEPS AT to N N m _ 4' DIA. PRECAST REINFORCED o 0 16" CENTERS PRECAST REINFORCED CONCRETE MANHOLE RISER 16" CENTERS o 0 SEE CONCRETE MANHOLE AND BASE, GROUT INVERT TO SPRINGLINE Of Of Of w¢ T g:. PLAN '`r' w 3 AND COVER MANUFACTURED IN ACCORDANCE AS PER C.0.6. STANDARD DRAWING N O_ OF PIPE IF GAP BETWEEN NO. 02720-4 M WITH ASTM DESIGNATION C-478.;c -;' PIPE AND CHANNEL IS o GREATER THAN 1/8". z ni z 4'-0" PRE-CAST CHANNEL • / O w (MIN.) FLOWUNE , / �• m AS REQUIRED 3 N bq j ( ¢ o ¢ SHELF SLOPE 1"PER GHEIS G. j 18 • 12"MAX. (TYPICAL FOOTSEE TOWARDDHANNEL DETAINEE * Ha uoEs iPE MIN ? z a CUTOUTS AS REQUIRED FOR POURED- -. w ¢ IN-PLACE BASES) - t�ecxsEo Zt N FLEXIBLE GASKETED JOINT (TYPICAL wm m 9 FOR PRECAST BASES - SEE DETAIL) 1� sw A w O DRAWN BY:JPS ,,ONE EXTRA BAR IN BOTTOM ¢ c�—i " CH4NNE1—DIA DF PIPE PRECAST OR POURED—IN—PLACE BASE. REVIEWED BY:CGB (ALL SIDES) w °° -, N A POURED—IN—PLACE BASE, MINIMUM PROJECT ENGINEER:CGB CONCRETE THICKNESS BELOW PIPE IS A PRECAST OR POURED—IN—PLACE BASE. DESIGNED BY: BRS POURED—IN—PLACE BASE, MINIMUM I CHANNEL= DIA. OF PIPE 8 INCHES. PRECAST BASE, MINIMUM #4 BARS — 1'—O" O.C. CONCRETE THICKNESS BELOW PIPE IS j THICKNESS IS 6 INCHES. 8 INCHES. PRECAST BASE, MINIMUM 5'-4" DIA. THICKNESS IS 6 INCHES. ALL BASES A (MIN) REINFORCED AS SHOWN. rr�� �24" E� b RADIUS OF —�I RADIUS OF�J MANHOLE I SLOPE AT 1" PER FOOT. MANHOLE SLOPE AT i"PER FOOT. CHANNEL TO FULL 36' TAT SLAB COVER G :A N`TO Fu PIPE DEPTH NOTE: 'may REINFORCEMENT AS PER C.O.B. PIPE oEPtH. STORM DRAIN MANHOLES SHALL NOT HAVE FORMED hkT�l j STANDARD DRAWING 02720-6 w CHANNELS AND THE LOWEST PIPE INVERT SHALL BE b EL 9" HIGHER THAN BOTTOM OF MANHOLE. DETAIL NOTE: STORM DRAIN MANHOLES SHALLrn T� s� DIA. OF S ER PIPE NOT HAVE FORMED CHANNELS AND THE w a ��•4 COMBINATION MANHOLE AND CURB INLET o — 0 W C.O.B. STD. DWG. NO. 02720-1B LOWEST PIPE INVERT SHALL BE 9" HIGHER w N FOR FLAT TOP MANHOLE SEE C.O.B. STD. DWG. THAN BOTTOM OF MANHOLE. NO 02720-4 SECTION A-A '-.1 2 3 L DETAIL. SECTION A-A DETAI b �•4 STANDARD STORM DRAIN MANHOLE �7•4 SANITARY SEWER MANHOLE b N N.T.S. C.O.B. STD. DWG. NO 02720-3 '� OVERFLOW ELEV. � \/�/ %�% % CG� 24" SLOTTED MANHOLE (SEE TABLE BELOW) ,. \/�//\�/�� \%%� /�//�//�3/�//�//�/\� s4 \, \ \ \�\ \ \ \ \ \ \ ' \ I�i COVER WITH RING �/ DRILL A �6" HOLE RIM. ELEV. a c KNOT TOP OF FROM THE (SEE TABLE >-,� o0 00 1 BOX OF THE VALVE BELOW) FLOW o0 00 �•• FLOW �- �o 00 0 0 o 6" MIN. o 0 COIL ENOUGH WIRE 48" DIAM. TO EXTEND 12 WEIR CRES 12"W z 18"H —7-' ABOVE GROUND INVER GRATED OPENING �GRATE DIA. FRAME AND10 (SEE TABLEGRATE FLOW BELOW FLOW TOP VIEW 6 !�VALVE BOX 18" SUMP SPIRAL TRACE WIRE UP ON THE v —^ OUTLET PIPE .REINFORCED 6 TOPSOIL AND SEED OUTSIDE VALVE BOX _ TSIDE OF THE P (SEE PLAN) WEIR WALL ROUND GRADE BREAKS REINFORCED WEIR WALL .6" 6" FREEBOARD 4 MAX. SLOPE 4 v4� SECTION VIEW F FLOW 1 1 s pF/��I IR IR 1B" MAX DEPTH r` a ® ° CONNECT INLET PIPE WITH DIRECT w [� (SEE PLAN) BURY LUG VALVE d WEIR WIDTH L VARIES PLAN VIEW (SEE TABLE BELOW) 5 DETAIL SHEET DETENTION FACILITY OVERFLOW ELEV. WEIR CREST INVERT ELEV, WEIR WIDTH (INCHES) POND BOTTOM ELEV, PIPE INV. IN INV. OUT ELEV, RIM ELEV, CZ4 DETENTION BASIN CROSS SECTION & C/,4 #1 4940.75' 4940.24' 20 - 5/8" 4939.25' 4939.25 4938.50 4941-58 N.T.S. a #2 4953.00' 4952.05' 18 - 2/8" 4951.00' 4951.00 4950.10 4953.83 ALLISON SUB. �1 DETAIL. m CIVIL DETAILS �T•4 DETENTION FACILITY OUTLET FLOW CONTROL STRUCTURE 6 DETAIL —BUILT C74 ip PROJECT: 16-118 NTS j VALVE RISER TRACER WIRE Y DATE: 08-12-21 I I I w N N N F N }}O _0 G] a o j NORMAL WHITE LINE w_ (QUANTITIES PER TRIANGLE) Zi AREA= 3.00 FT' z PAINT= t0.03 GAL z - EPDXY m t0.04 GAL AREA-36. 0 PAINT 3G.06 06 GAL L O U U F(I S:RE GAL WARE=4 5F- Z J N O O] 72 GENERAL NOTES: o a _ 1. ALL PAVEMENT MARKINGS ARE TO CONFORM TO THE REQUIREMENTS OFIA THE "MANUAL ON UNIFORM z ai ri TRAFFIC CONTROL DEVICES" AND "STANDARD I 72" o PUBLICATIONS FROM THE FEDERAL H GHWAY ADMINISTRATION. N H = 3'-0" 2, ALL ARROWS AND WORDS ARE TO BE WHITE. N A S = 12" * cH6is G. I t 72 3. QUANTITIES ARE BASED ON THE SIZES OF THE 2 u5 OO� ESTIMATING MARKINGS SHOWN AND ARE FOR 25 PE NOTES: ESTIMATING PURPOSES ONLY. TRAINGULAR HEIGHT 15 EQUAL TO /c 1.5 TIMES THE BASE DIMENSION. 4. PAINT VOLUMES ASSUME A 17 MIL THICKNESS �p EPDXY VOLUMES ASSUME A 22 MIL THICKNESS YIELD LINES MAY BE SMALLER DRAWN BY: JPS THAN SUGGESTED WHEN INSTALLED REVIEWED BY:CGB j ON MUCH NARROWER, SLOW-SPEED FACILITIES SUCH AS SHARED-USER PROJECT ENGINEER: PATHS. DESIGNED BY: BRB 3'-4" I DETAIL. 2 DETAIL 3 DETAI]L czs YEILD LINE LAYOUTS c7s PAVEMENT MARKINGS FOR BICYCLE LANES cis BIKE LANE SYMBOL MUTCD FIGURE 3B-16 MUTCD FIGURE 9C-3 MDT STANDARD DWG. 620-25 k-! I � II � I b AREA= t4.55 FT2 „ PAINT- f0.05 GAL 0 EPDXY= t0.06 GAL (1 SQUARE= 4') ® . !-d i o o a c�dT ao III I tp 4A PZ ® N � a � w) 0� 00 SHEET 5 DETAILC9 5 a DIRECTIONAL ARROW FOR BIKE LANE - ALLISON SUB. MDT STANDARD DWG. 620-15 AS-BUILT CIVIL DETAILS o PROJECT: 18-118 DATE: 08-12-21