The URL can be used to link to this page

Home My WebLink AboutGran Cielo Subdivision Infrastructure Improvements Phase 2 As-Built Plans "DAN CIELO SUBDIVISION INFRASTRUCTURE IMPROVEMENTS PHASE 11 AS-BUILT PLANS H � w SHEET INDEX EX U � BO EMAN, M®NTAN� SHEEP N0. DESCRIPTION CIVIL ENGINEERING BY: GENERAL � MADISON ]ENGINEERING GONER SHEET ��\V �® U� C1.1 GENERAL NOTES AND LEGEND ®® �v[7f a7 1f gy BOULEVARD, p r� �r J1 �a C1.2 OVERALL GRADING PLAN 895 TECHNOLOGY 1LD®�S LE�VCil]L D, SUIT 2'03 C1.3 OVERALL UTILITY PLAN BOZEM A N, MT 59718 C1.4 ROAD AND UTILITY ALIGNMENT DATA TABLES JlO➢ !1 10AL�I �i W Lincoln Dr ROADWAY (406) 586--'0262 (406) 58'6-5/4 FAX C2.0 APEX DRIVE & S. 29TH AVE PLAN & PROFILE w i5 ;° L C2.1 ALLEY & BENNETT BLVD PLAN & PROFILE o v o C2.2 S. 31ST AVE & S. 30TH AVE PLAN & PROFILE a g C2.3 S. 28TH AVE & S. 27TH AVE PLAN & PROFILE W Kcgy Ave C2.4 POND OUTFALLS SEWER MAIN C3.0 APEX DRIVE PLAN & PROFILE TRANSPORTATION ENGINEERING ING BY: a C3.1 BENNETT BLVD PLAN & PROFILE .c9 ��wvv x� vll� C3.2 S. 31 ST AVE PLAN & PROFILE �� `p ASSOCIATES II �� Stucky Road ;� C3.3 S. 30TH AVE & S. 28TH AVE PLAN & PROFILE o �` � 1 l _ WATER MAIN 0 1300 NORTH TRANSTECH WAY 6 o C4.0 APEX DRIVE & S. 29TH AVE PLAN & PROFILE � d� 11�a�� 1 PROJECT C4.1 BENNETT BLVD PLAN & PROFILE 11 BILLINGS,MT 591'02 �� ®1V � o C4.2 S. 31ST AVE PLAN & PROFILE (406) 655-4550 (406)655-4991 FAX 1� C4.3 S. 30TH AVE & S. 28TH AVE PLAN & PROFILE 4J �Y J v C4.4 S. 27TH AVE PLAN & PROFILE m a SIGNAGE AND STRIPING ' C5.0 SIGNAGE AND STRIPING z N C5.1 SIGNAGE AND STRIPING Graf St DETAILS Graf St C 6.0 ROADWAY _ Brookdale Dr C6.1 WATER AND SEWER PROJECT OWNER: � C6.2 TYPICAL ROADWAY SECTIONS BOZ EMAN HAUtlJ'9 LLC N N C6.3 STRUCTURE a 15267 SE RIVJL�JLOS.I ORE DR Kurk Dr Alder Creek Dr JLa { (503) 599-4782 a Blackwood Road i i 5 f i ,e�pua nep�� i k.j g BUDES'l .�31 No. P Goldenstein Lane l c� .q�tus 'q��tj�\ v VICINITY MAP NTS COVERSHEET N N N\ GENERAL NOTES: INSPECTION. TESTING & CERTIFICATION NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO MONTANA PUBLIC WORKS STANDARDS AND CURRENT CITY OF 1. CONTRACTOR SHALL NOTIFY CITY OF BOZEMAN PUBLIC WORKS OFFICE AND DESIGN ENGINEER A MINIMUM OF 24 S Mo 0 0 BOZEMAN MODIFICATIONS. UNLESS OTHERWISE APPROVED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN 8:00 HOURS (1 BUSINESS DAY) PRIOR TO START OF CONSTRUCTION. A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY 2. COMPACTION TESTING OF SUBGRADE, BASE COURSE AND ASPHALT REQUIRED FOR ALL LIFTS. CONTRACTOR' LEGEND m 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. L� ET�,7 D z . . .. CERTIFICATE AND PERFORMANCE AND PAYMENT BONDS FOR ALL WORK WITHIN THE RIGHT OF WAY 5 BUSINESS DAYS PRIOR 3 o s o a 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 ----477p-- INDEX CONTOUR • FOUND MONUMENT AS NOTED o SHALL BE NAMED AS ADDITIONAL INSURED. REQUIRED INSPECTIONS. 3. CONTRACTOR SHALL ATTEND AND PARTICIPATE IN A CITY OF BOZEMAN PRE-CONSTRUCTION CONFERENCE. DESIGN ENGINEER -------- CONTOUR MINOR (1' INTERVALS) BENCHMARK 4. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO ® z' 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 --'- PROPERTY LINE MONUMENT BOX w BEEN SUBMITTED FOR REVIEW. INSPECTOR. LIFTS NOT TESTED WILL NOT BE CERTIFIED BY THE DESIGN ENGINEER OR ACCEPTED BY THE CITY, ROAD RIGHT-OF-WAY SEWER MANHOLE g v: 5. NSTALLATION OF WATER MAINS SHALL BE INSPECTED AND CERTIFIED BY THE DESIGN ENGINEER. CONTRACTOR ADJOINING PROP ERtt WATER VALVE o0 0 4. CONTRACTOR SHALL APPLY FOR AND PROCURE STREET CUT PERMIT IF NECESSARY. N Tn SHALL NOTIFY DESIGN ENGINEER FAR ENOUGHIN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE THE - - - - EASEMENT LINE ® CURB STOP z �7 zo w 5: CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR REQUIRED INSPECTION. x x- FENCE FIRE HYDRANT g o - 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 w WATER MAIN ® WATER WELL �i w o BE POTHOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR 6. NO PIPE, VALVES, BENDS, ETC. SHALL BE BURIED PRIOR TO INSPECTION BY DESIGN ENGINEER. a F F ALIGNMENT CONFLICTS. - WS WATER SERVICE POWER POLE z z 0 7. PRESSURE, VELOCITY FLUSH, AND BAC-T TESTS ARE FOR THE WATER MAIN AND FIRE SERVICES. ALL pg FIRE SERVICE GUY ANCHOR o o = 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 m SHALL OPERATE THE VALVES. - g SEWER MAIN © ELECTRIC PEDESTAL > z I DEPTH FROM CENTERLINE ROADWAY. CONTRACTOR SHALL PREPARE, SUBMIT AND PROCURE-A DISCHARGE PERMIT FOR - - woo< STORMDRAIN MANHOLE DE-WATERING ACTIVITY PRIOR TO THE INSTALLATION OF THE WELLS. 8. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY - SS - SEWER SERVICE '� a PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL So STORM DRAIN RE CURB INLET 7. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL, BE BORNE BY THE CONTRACTOR. © z ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE oP OVERHEAD POWER N PEDESTAL OWNERS OF SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH TES OVERHEAD TELEPHONE ® GAS METER RESPECT TO EXISTING UNDERGROUND FACILITIES IS BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE GRADING. PAVING & DRAINAGE ® TELEPHONE PEDESTAL FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE ACCURACY - ROAD CENTERLINE OR COMPLETENESS OF SUCH INFORMATION OR DATA. - 1. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING SHALL CONFORM TO MONTANA PUBLIC WORKS TOP BACK OF CURB m'i TREE CONIFER �pNTgN 8. CONTRACTOR SHALL PREPARE & PROCURE A MDEQ SWPPP AND PROVIDE A SWPPP ADMINISTRATOR FOR THE DURATION OF STANDARD SPECIFICATIONS, MOST CURRENT ADOPTED EDITION, WITH CITY OF BOZEMAN MODIFICATIONS. EDGE OF PAVEMENT TREE DECIDUOUS CHRIS G. 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, EDGE OF GRAVEL R DE I 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 26 PE MANAGEMENT PERMIT. A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE CONCRETE PAD/SIDEWALK v 9. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE REMOVED AND DISPOSED OF OFF-SITE. EDGE OF BUILDING 7, STREETS AND PARKING LOTS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST ABATEMENT SHALL BE MAINTAINED BY 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 DRAWN BY: JLS STREETS OVER NIGHT. DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). REVIEWED BY:CGB 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN PROJECT ENGINEER:CGB ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR.INSPECTOR SHALL BE ON SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL NOTIFY INSPECTOR AND CITY OF BOZEMAN 4. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND REPLACED WITH DESIGNED BY: CGB 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 ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN 8-INCHES OVER APPROVED SUBGRADE. I� 8. ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A CLEAN STRAIGHT/SQUARE EDGE A EACH LIFT SHALL BE COMPACTED PER GEOTECHNCIAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE SAW. THE TOP 12-INCHES OF THE EXCAVATED AREA WITHIN THE STREET SHALL CI FILLED WITH ROAD MIX AND COMPACTED. EACH LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE ESTREETNGINEER. MUST BE COMMUNICATED THE CITY POLICE DEPARTMENT, THE CITY ENGINEER, AND THE PROJECT Cry 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 z PRE-CONSTRUCTION QUALITY. COURSE) AND SECTION 02235 (CRUSHED BASE COURSE) MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS Ri 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 o GENERAL CONTRACTOR AND PAVING CONTRACTOR SHALL ALSO BE PRESENT. REPORT IS AVAILABLE COMPACT TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE r� POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698TEST METHOD (STANDARD PROCTOR). PIPE BEDDING AND BACKFILL 1. ALL PIPES SHALL BE BEDDED WITH 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. Z MINIMUM OF 6-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 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 b ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. 8. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE W ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN. - ® Wlal TRAFFIC CONTROL 9. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES AND SIMILAR z STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA 1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A TRAFFIC CONTROL PLAN TO THE DESIGN ENGINEER 5 WORKING WHEREIN THEY LIE. DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. CONTRACTOR SHALL REFERENCE THE MUTCD AND THE MDT TRAFFIC CONTROL AND PROTECTION STANDARD DETAIL DRAWINGS IN DEVELOPMENT OF THE TRAFFIC CONTROL PLAN. ALL TRAFFIC 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.2. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER THE APPROVED TRAFFIC z 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 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 y� STORM DRAIN 1. EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST �A 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 EXACT LOCATIONS. U 2. CONTRACTOR SHALL FLUSH AND CLEAN ALL STORM DRAIN PIPE AND MANHOLES AND REMOVE ALL FOREIGN MATERIAL, IF NECESSARY, AS A RESULT OF CONSTRUCTION ACTIVITIES. 2. EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE, CONTRACTOR TO VERIFY DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE " CURBS & SIDEWALKS CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. m 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL CURB EXPOSURE SHALL BE FOR ALL SANITARY SEWER: - W CURBING. _ 1. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM F679, SDR 35. ALL k=� 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. 6� LOCAL REQUIREMENTS. 2. ALL SANITARY SEWER PIPES SHALL BE STRAIGHT GRADED BETWEEN MANHOLES. NO BENDS, DEFLECTIONS, HIGH OR LOW 3. 5 FT WIDE SIDEWALKS SHALL BE A MINIMUM OF 4-INCHES THICK AND SIDEWALKS 6 FT WIDE OR GREATER SHALL BE A POINTS ARE ALLOWED. - MINIMUM OF 6-INCHES THICK. ALL SIDEWALKS SHALL BE CONSTRUCTED USING 4,000 PSI CONCRETE. 3. PER DEO & CITY REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND TESTED PER DEO & 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 m ® emu 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 " TESTING SHALL BE PERFORMED PRIOR TO PAVING AND FINAL SURFACE RESTORATION. = z z N WATER " ® 6 4. CLEANING. PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SHALL VACUUM DEBRIS OUT OF SEWER MANHOLES AND ® (, in 1. WATER MAINS UP TO 12-INCHES SHALL BE CLASS 51 DUCTILE IRON. ALL WATER MAINS SHALL BE THE INSTALLED WITH PIPES, REMOVING ALL FOREIGN MATERIAL. CONTRACTOR SHALL.NOT FLUSH SEWER MANHOLES AND PIPES INTO EXISTING Cd] A MINIMUM 6.5' OF COVER TO FINISH GRADE UNLESS OTHERWISE NOTED OR DIRECTED. ALL OTHER APPURTENANCES AND SEWER SYSTEM. a INSTALLATION TO CONFORM TO MDEQ AND CITY OF BOZEMAN SPECIFICATIONS. 5. LEAKAGE TESTING. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE BY CONTRACTOR. 2. CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING AND PROPOSED PUBLIC MAINS. LEAKAGE TESTS SHALL BE COMPLETED PER MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS AND CITY OF BOZEMAN z CONTRACTOR SHALL NOTIFY THE CITY WATER DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO REQUIRING THE OPERATION MODIFICATIONS. OF VALVES. 6. TV INSPECTION. UPON COMPLETION OF ALL SEWER CONSTRUCTION, TESTING AND REPAIR, THE CONTRACTOR SHALL 3. 2° MINIMUM ORIFICE REQUIRED FOR FLUSHING. CONDUCT A COLOR TV ACCEPTANCE INSPECTION OF ALL MAINLINES. THE TV INSPECTION SHALL BE CONDUCTED BY THE g S EET CITY OF BOZEMAN. SUFFICIENT WATER TO REVEAL LOW AREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE i JLall 4. INSTALL JOINT RESTRAINTS ON ALL PIPE JOINTS AND FITTINGS AS SPECIFIED IN THE DRAWINGS. PIPE IMMEDIATELY PRIOR TO INITIATION OF THE TV INSPECTION. THE TV RECORDING AND WRITTEN REPORT SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS FOR TV INSPECTION. GPAN CIELO 5. ALL CROSSES, TEES, VALVES, AND BENDS SHALL BE MECHANICAL JOINTS WITH MEGA-LUG. GENERAL NO'd]ES PROJECT:�J�� DATE 1 11-118 02 1 II I m I 3 ¢'a ¢c�i BENCHMARK a CTR S23 REBAR 4977.79 BENCHMARK N _ CP 60D NAIL r r 0 a SCALE — —I— — — — — — — — 4958.50 ———— %'� =' —_ __ I ---- ----- ----- -- -- -------- ' 0 o w --- --- _ — - - == � — of z linch= SU FEET - - �\��.� cQ � 11[�]Jf� DATUM - as-i �_��_� o�� / �6 \ ;wyl ---_� -- ---- a- \ I - .,._a--..._�.. OO �O NAVD 88 I \\ /it -- - - z i � o + o v a o FILL TEMPORARY I------I_ -------- (RETENTION PONDS Ili ill ii °z N n a —I l ili_11 4957-- I ' II — -- -I FILL TEMPORARY -",— -- -- - - -r -- RETENTION PONDS Tu— -- SE c� � -- - -- �- - -- -- � N N a:CPC 1 I j l l II III I I II III I I I 1 II II eEAsEo NV l IIII I lii �1 + II I� Y IjI 1 - -- ii ii DRAWN BY: JLS III 1 I I I6II I � 'I I II III IIa I11 ' I I I II k Cr] I I�I 1 II I II I _ —— II REVIEWED BY;CGB III V III L______ _ I II I III II I --t--' - -- =- - - - ----- III II I PROJECT ENGINEER:CGB ----------- ----- ---� L------------------------� it '�� (�l �J � �\\I I I I III I it DESIGNED BY: CGB ——--—------- —� -----------------------� iYr 1 q II A i III FILL TEMPORARY —— A I ' ll I RETENTION PONDS III ° yl' ^ir'I III II I II b I I I I I I I III II I PHASE 1 I I I I I I III II � I I II II I I II' II (III II W --� II II II III- p DETENTION POND I i 1i IIII III II (I DETENTION POND 4942 ( IFILL TEMPORARY T TT I i I- —— d IIIII iIiI IIIII � I I I ' I II ° I ccPHASE II jjRETENTION PONDS It I. \\ i' 'I (III III III III II I�I I II II �r k� j �1u ii (III li l I iill III I II III III III I I I I II It , 11 III (III �1�'I II i�i i� II It II �I II III ''�I 11 ------1------1------I --- ----------- S it I IIO I �� III II 4 -----4950� II - \� �r - �II II it ; / II p III � 'I AVE I F— —� — — — L --- >----__-- — 29T][�AVE --_— 111 9 S 2 T]H[ �4945� ---- - —�,-- - - vim- - - __ ---- �� '- - 1 ®�II©� _ I I �; - - i ur�Il t II �iiII ii �r$ ,�it iiI F� �I -' I I�I III �IIy 'I II oIN I ' _I I 111W11 I I Iiii iill � lii �ii�lll I i li it i i I it � ii � � � � '� IA i I I I I I I IhII II I Rlii iill +lii ii ' I III I I II 1 III C� � I 41ii iil� �IiI lull '— -- i III i i_ —_ �11 ii ii ' FILL TEMPORARY +._ Iii— -- -Iiii iil it it III R II Iii �I it RETENTION PONDS1.4 it ii it iid ' 1 ii I IV �/ �I Iwl I II III (III III I IjI ( 101 R II II II II - �' II II II I. p III III II J II II ' I lizil �lii ulyp Iii iilll ' 1i 1 - -- a--1 o I�- II II ------- ---- ---- -�---- ---- - -- �I- I — � I II a @ I I v Ipp1il I I 4 i Iy- 46 ----- - ---- ----- - -9ss; iItI iIiI f it II II II I I II II Ld ... I L J it it ------- --— _.�_ � I - ---- -- ---- ----� -----+til SW ALLEY I pq P-A IW� �\ (III Y-11100 1 L----- ---- ----- - - -------------- ii II j E-I ______ W ® 31 A j �'I'I1�I ® � -4950 - -- �— -�-\ — -- - -- - ---�965 Ij--j' I- -_-- --- _-- 6----�� I® IIi 7Bi� ® N I yl I II a 10 I ,I ii I I t plii iilu II iI II ojll ®� � � u i 1 I--�I I I I i I I ! I I I I I II I ii ii 1� I I I I I I I I l ii ii 111i III � p�p��q ILu— FILL TEMPORARY DETENTION POND PHASE II RETENTION PONDS BENCHMARKDATA DESCRIPTION NORTHING EASTING ELEVATION 8 SHEET CP 60D NAIL 38759.04 1 47717.39 1 4958.50 C1o2 CTR S 23 REBARI 37609.56 1 47724.31 1 4977.79 GRAN CIIELO GRADING PLAN S PROJECT: 17-130 lU As B 171 Y DATE: 11-18-21 Illy LJ N N N N I" IT` I � NNNO 3 I " I BENCHMARK ' I m CTR S23 REBAR 3 a 4977.79 0 BENCHMARK N CP 60D NAIL z ----__\ 4958.50 ' "——————— = a �� r� N —' / UK U ZO SCALE __— wo---- _Ar M M M S 27TH AVE,, Z W50 O N l inch 80 FEET / KF" — a w __—__ _ _ _ oI — Z - { .�� IIII III II fn U m -----L , --------'��/ �� i'i ulll3 ill ii3 iii D a W O O N �. ai M M M / II III Ij rr �In* _��____-L� —1-�71_�__ - _�_ III L__ __ ______ ___ ___HMOII jl p �______-�� 5 q1 _ .�5_- _. I _-S_ _- iii I -- -- -I ---- `�-]C,]E �_ CNNIS I I I I l i i III I i w l�I {{ 825 PE 3I' it IIII IIII �I III iI 1i AREAS WITH ILLIG T ILIINEOTYPES NON—SHADED III II® II 1 .. II s�C[NSE� V m •I b ! .III IIII L ------------- ------- -------- I 1 I'---- ---' I II b IIII ------- +� — —— #I A II I I I - III II I� II II v/rl -- III 11 �-- 2811E 1L Cll W I - _!v CON Ig� II �! \ \ ( - -- II II DRAWN BY: JLS ld1 M— M ECT TO EXTG. i — _ --- —__ I WATER/SEWER STUBS (TYP.) — II ---- -- II III REVIEWED BY CGB 3 - ---- - - r --- - 6— s -- S.. _ Y wv vn �I II ��- - -- - ___ _ 11 Ifi - I _� N M WATE _ M _ n�— M _M 1 - -- II II I PROJECT ENGINEER:CGB __ ________ �----- -� - ---� DESIGNED BY: CGB � �-— T i I'»�t-i I III IIIy III ' III I I III II 1 4 lil I II II I li I- II 9 II3 III if __ II n T it it iI a I I I ii iiI I ry k ii ii 117+i 3 I I I L I I I III II I - I I N I I I IIII II III II I�_g_.�I II��'I IW I I II p I I� L a al kd DETENTION PONDi io I ii iIi + ii3 IIII iii I ° III \ II PHASE I I II II II I I I I I 'III III II II I I � I I II II I /r0 PROPOSED UTILITIES IN SHADED + + + + ° ° II — —— III \\ III III III II (d] 3 I I AREAS WITH DARK LINETYPES I I �I I II3 II qq 11�1rh'I I IIII I ii 3 u i II I I I-.--.I III III III II II II I , I I II II I Ir TII{ w111 j Id j Hwy 1 " I ,I I II3 II CONNECT TO EXTG. II III^` 3 S II_ i � III I V SEWER STUB -- — --- ---- — — _� s 5 s SS 29 A s _ dd �1 �vv vY.��v-��v _._.�v- vvvv�vvv��=.'- �� I - ___-_ ——�® ————_ d—M—— O Il r II ———— — a�_- cr 0 l� N = _ >M I! IIII �3 IIII4.13 o II III u w �yI I I II l i i i i III IIII �I ii ii I I I I I 'I II i t ii iii � � N II III .III III I Imo- -- I- II3 II I � W yyI I I�Ih.I I- - I-1 II II II III I I 'I i1I I I II II {. �I II I�I 1 pIII III�II 'II II II 1 I l w �IIyy� � I IIII I I X III �� 4 I III III I I I C I � I II� II I I y�� ®, _L=---I l IiNi — — ° o I - - I - -1 q.y�I - - I-, - -� - - III III = - - _ -----= III Y J + ® W JG- �+ ==-s ^s s S = _.s s— g— 5 _ir r I a - -- I r FI ___M_ ____� d III II Vi I i llo iil li — -- w l l II h6 � llll ICI F I II II _ I 1 II II L----------- -'/' II 1'"I A7g � MEN II + --- -- ---N VV_ALJLiEH.--- h��11I gg� �y - ---- - "v 11 ---- S ALLEY_-- --_—- - -- --- 81 I ll;a ll l °3 II F" w II I I I""1 I I I II WII II II III ' � � L- --- -- L --I II s S - .- s s __ 5= 9 3— 5 _�s=- �5 - Si> S M._ .m A.- _ _M = M - M� A4=_ -- _ _ - --- - II.ICI - y2 II ---- 1 f- � IIII I'-�-------- - ---- I I I h II3 d II I I P�II gIll 110 l Ii l I it li I illlii iil� l +l i; N ��j o +13 I I I II II I b I I �_ 1 11 11 Ili i ® WU � � �^b:..- —=as--as.. ds--d-.—L__.J__.—L_—. o d oo DETENTION POND i e� PHASE II BENCHMARK DATA DESCRIPTION NORTHING I EASTING ELEVATION SHEET CP 60D NAIL 38759.04 1 47717.39 4958.50 C1°3 CTR S 23 REBARI 37609.56 1 47724.31 4977.79 GRANCIIE,O UTILITY PLAN PROJECT: 17-130 ASBU114 5 DATE: 11-18-21 N N N N ROAD CENTERLINE ALIGNMENT DATA SEWER MAIN ALIGNMENT DATA WATER MAIN ALIGNMENT DATA a ^ N N APEX DRIVE APEX DRIVE APEX DRIVE m o 0 0 NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING NUMBER LENGTH LINE DIRECTION START STATION I NORTHING EASTING END STATION NORTHING EASTING NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING r m Li 625.16 S89' 24' 50.13"E 0+00.00 39604.02 47104.56 6+25.16 39597.63 47729.69 L1 619.58 N89' 24' 50.13"W 0+00.00 39608.80 47713.26 6+19.58 39615.14 47093.72 z o o 3 0 o a S. 29th. AVE � S. 29th. AVE 0 NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING BENNETT BLVD NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING N L2 668.34 NOV 22' 34.09"E 1 0+00.00 38963.21 47089.17 6+68.34 39631.36 47105.22 NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING L2 644.99 N01' 22' 10.18"E 0+00.00 38993.15 47078.85 6+44.99 39637.96 47094.27 z BENNETT BLVD L3 550.00 S89' 15' 33.62"E 0+00.00 38970.22 46549.69 5+50.00 38963.11 47099.65 BENNETT BLVD o N z NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING S. 31st. AVE NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING N 0 N - - z L3 669.53 S89° 15' 20.59"E 1 0+00.00 38971.90 46419.70 6+69.53 38963.21 47089.17 NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING L3 617.73 S89' 15' 17.74"E 0+00.00 38982.99 46427.94 6+17.73 38974.96 47045.62 0 C5 F � U S. 31 st. AVE. 14 822.68 NOV 17' 59.29"E 0+00.00 38147.75 46531.03 8+22.68 38970.22 46549.69 - S. 31 st. AVE. a F F NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING S. 30th. AVE. NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION- NORTHING EASTING i z L4 822.68 NOV 17' 59.29"E 0+00.00 38147.75 46531.03 8+22.68 38970.22 46549.69 NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING L4 825.00 NOV 17' 59.29"E 0+00.00 38185.13 46520,87 8+25.00 39009.92 46539.59 m wo0V) S. 30th. AVE. L5 445.29 NOV 17' 59.29"E 0+00.00 38521.53 46809.39 4+45.29 38966.71 46819.49 S. 30th. AVE. 9 U NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING S. 28th. AVE. NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING o L5 430.39 NOV 17' 59.29"E 1 0+00.00 38536.43 46809.73 4+30.39 38966.71 46819.49 NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING L5 460.00 NOV 17' 59.29"E 0+00.00 38541.32 46798.83 4+60.00 39001.20 46809.27 S. 28th. AVE. L6 450.74 N01'17' 59.29"E 0+00.00 38503.80 47370.65 4+50.74 38959.42 47380.88 S. 28th. AVE. NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING - NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING NTq,� L6 436.09 N01-17' 59.29"E 1 0+00.00 38523.44 47370.99 4+36.09 38959.42 47380.88 L6 395.60 NOV 17' 59.29"E 0+00.00 38529.04 47360.11 3+95.60 38924.54 47369.08 CHRISG s oes S. 27th. AVE. S. 27th. AVE. "O i M PE NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING 4ICf N5o W A ry L7 199.04 N01' 27' 54.44"E 0+00.00 38152.76 47738.21 1+99.04 38351.73 47743.30 L7 225.80 NOV 28' 26.43"E 0+00.00 38150.62 47727.09 2+25.80 38376.34 47732.90 t Cl 170.69 N12' 30' 42.62"W 1+99.04 38351.73 47743.30 3+69.72 38514.24 47699.46 LB 82.34 N09'54' 09.24"W 2+25.80 38376.34 47732.90 3+08.14 33457.45 47718.74 DRAWN BY: JLS L8 102.85 N31' 39' 21.04"W 3+69.72 38514.24 47699.46 4+72.58 38601.80 47645.48 L9 95.02 N31' 38' 57.28"W 3+08.14 38457.45 47718.74 4+03.16 38538.34 47668.88 REVIEWED BY: CGB C2 173.39 N15'05' 28.33"W 4+72.58 38601.80 47645.48 6+45.96 38766.88 47600.94 L10 169.99 N09' 47' 05.56"W 4+97.67 38618.80 47619.29 6+67.66 38786.31 47590.40 PROJECT ENGINEER:CGB L9 156.69 NOV 27' 29.98"E 6+45.96 38766.88 47600.94 8+02.66 38923.52 47604.93 L11 136.69 NOV 27' 18.76"E 6+67.66 38786.31 47590.40 8+04.35 38922.96 47593.87 DESIGNED BY: CGB ALLEY NUMBER LENGTH I LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING L10 450.00 S88' 42' 00.71"E 0+00.00 38530.60 46409.61 4+50.00 38520.40 46859.49 k� b rPH "4 pq P40 C� �T4 z Z P4 ® � z ® �a � N ® po CIDu � � SHEET ClA R GRAN CIIELO - 5 egg DATA LES AS B�.J IL7 DATE:PROJECT: 111-118 a21 N N N N W O O O O Y 0] I I STA 6+68.07 Z3 ¢ a ¢U SCALE SCALE TBC 4944.01 a III u w o III CURB INLET 1 N TBC 4944.1, z I inch= 50 FEET I I Iinch= 50 FEET INV OUT 4941.294940.79 g III ADA RAMP o z WITH TACTILE o R15.0' STA 0+33.02 ROADWAY CONNECT TO I I STA D+32.50 SURFACE to STA 0+17.77 TBC PT 4943.96 w TBC END 4944.04 .EXISTING DOUBLE I �+ MATCH EXISTING (TYP) z o w UTIL CONDUITS (TYP) R (TYP) CURB INLET PS I TBC t4956.15 o U F 60.0' ROW �zl d STA 6+08.90 N o 4X12" A-2000 & I STA 0+32.50 TBC PC 4944J3 w o o DEAD END BARRICADE. 1X4" SCH40 CURB AND 35.0' TBC MATCH �+I I I MATCH EXISTING INSTALL SIDEWALK a F SEE SIGNAGE AND GUTTER (TYP) TO TBC EXISTING TBC ADJACENT TO POND STA 5+85.69 N N i- STRIPING PLAN. POND OUTFALL f494878 I I TBC t4956.15 CURB AND z z o w SEE SHEET C2.4 TBC GB 4945.01 0 0 UTILITY CONDUITS GUTTER (TYP) 60.0' ROW y y m • •-�- '��' '- -'- -'--•- I-�L U .I m 3X12" A-2000 STA 5+85.69 S of z I R15.0' I so ¢ I =_ 1X4" SCH 40 35.0' TBC TBC GB 4945.01 o o a 0+00 III 1+00 _ 2+00 TO TBC 15" PVC + L1 3+00 APEX DROVE 4 I00 _ _ 5+100 _ 6+00 6+25 I i I �� o C ' - ----------------- ---ROADWAY CL------------- --s-___________ _ ____ 11 26 LF, 5=0.50%I Illi / \-I i I� 0+00 T 1+,00 S 29TIYAVS 2+00 3+00 L2 4+00 5 00 6+0 6+68 N rn a 15" FETS INV 4941.501 I -- I, / -I- ' --------------- I1 _ ,5 ADA RAMP 5 CAS IV 0� ---- ---------- - _ �_� II -------------------- -- ----------- - LSTAL6+68.50 NTH TACTILE TACTILE I r - - - -------- 11 _ - ' �. SURFACE TYP ------- T INSTALL SIDEWALK ON I __ _ TBC PC 4944.04 (TYP) COMBO INLET 1 BY OTHERS II ---- ------------------ - R15.0' * cNais c. 19' SLOPE POND LOT FRONTAGE I ` � /I II III �----------_ - - - - - - _ _ _ _ I SIDEWALK �� II 1 TBC 4945.29 MATCH \ STA 0+33.81 BODE (TYP.) INV THRU 4941.97 STA 5+75.00 II I 1 COM80 INLET 6 'I) I STA 5+44.23 - ■ STA 6+58.96 .� STA 0+17.06 STA 0+33.02 TBC GB 4946.65 EXISTING TBC 11 I 15" A-2 00 PVC COMBO INLET 4 TBC PT 4943.96 TBC PC 4944.73 ±4946 71 f I I I I TBC 4956.12 COMMON TBC PT 4943.96 I I II- 11 U^, II TBC THRU 4949.77% L=264 LF =1.05% TBC 4941.85 I <,cENs a I I 15" A-2000 PVC OPEN POND OUTFACE SEE I I I 10' PUE I CAP EXISTING 15" 11 /I II F, I STA 0+32.81 INV THRU 4941.85 SHEET C2.4 L L=22 LF 5=0.5% PVC AT EXISTING I I // I I yy' I FILL EXISTING ,281 SPACEC DETENTION POND 15" CAP AT STUB 15" A-2000 PVC DOUBLE INLET, // II W II MATCH EXT'G CF TEMPORARY I 15" A-2000 PVC - �l h i W SEE SHEET C2.4 i i L=311 LF 5=0.38% REMOVE EXCESS i TBC t4956.1 RETENTION PON I L=31 LF 5=1.9% 15" A-2000 PVC \\ STA 6+23.96 ¢I I COMBO INLET 2 I I 18" CLASS IV RCP // / II 4 II �- I L=31 LF S=1.9% TBC PT 4943.96 DRAWN BY:JLS STA 3+01.21 FILL 2,045 SF I / L=38 LF S=1.05% LOT 15" A-2000 PVC I COMBO INLET 5 �i REVIEWED BY:CGB TBC THRU 46 L=267 LF 5=0.38% !/ . II II TBC 4950.74 A CONSTRUCT INV THRU 4948-96 4940.46 TEMPORARY J II I I I L=22 LF P STUB I I GRADE BREAK RETENTION POND � / I REMOVE 22' EXT'G 15" ELK. CAP STUB I I INV THRU 4946.99 DETENTION POND SEE \ � PROJECT ENGINEER:CGB vi I I AND RAMP ON 130.0' TRAIL LOT 3 / q. / II II I PVC TO TEMP POND SHEET C2.4 �\ W CAP 4947.10 li II p, EASEMENT ELK.14 �� ,4 / II II I SDMH t I`7 I DESIGNED BY: CGB STEEPEN WALK LOT \ ¢III i SIDEWALK TO / II II INSTALL NEW SDMH I 30.0' TRAIL I" III I I / �N`W / II II I ON EXISTING 15" PVC I I EASEMENT \_DOWN TO ADA ELK.fl4 1 1 1 I LANDING ,ao,/ / II II I I NIV THRU 1±4950.17 III I , I I �, >$LxTi4 APEX DRIVE PLAN S 29TH[AVE PLAN e� HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' 4970 4970 4980 4980 u STA 2+99.90 a..00- o a _ _-COMBO INLET 1 of - -N n -TBC 4945.29 0+ o -INV THRU,4941-.97 ao.a o a s�e 496Co a STA: 0+15.50 4941.98 ¢ II 4960 4970 d II STA 5+44.23 4970 b IpC�I EL = 4943.87 fin. ..w Fi•I ¢ II w- w COTBO 4945.84_ _ .w ADE_AL STA 0+33.81 INV THRU 'ems m o w CENTERLI E _ COMBO INLET 6 O4� TBC 4956.12 STA 3+01.21 4941.85_ ro a BO INLET 5�� EXT'G GRADE. MATCH EXISTING ROAD INV THRU ''t�;•9:;-r COMBC 4950.74 v+i a + 4950 495,0 4960 4g4g,7g FINISHED GRADE AT a 4960 _ EXT G INV THRU i•946-99 _CENTERLINE _� --- 0.50% -- 1' f-2.2 - G - 4946.91 _ EXT'G GRADE w - V .- _ _ ----- - --20.1%. - IP, P 11 LF lb 1 4940 0.37% 4940 4950 ---__ 4950 0�90 0.57% 264 f5'A-20,00 PVC Q 1.07% - 15" A-2000 PVC I STA 6+10.71 L=38 LF S=1.9, % - PVC COMBO INLET 2 CORE AND CONNECT Lf 0 TBC 4943.96 + 1.58 R 56.5 2.11% TI STA 0 2 4940 4930 INV THRU 494&8Fr49.46-46 TO EXISTING DOUBLE _ 4940.45 CURB INLET AND CAP 4930 4940 SDMH 1 EXISTING POND INSTALL NEW SDMH STA 5+44.23 OUTFALL PIPE ON EXISTING 15" PVC CURB INLET 1 T(.�"S -0 R EXT'G GRADE FINISHED GRADE INV THRU 4943.14 RIM 4956.14 15" A-2000 PVC-,- TBC 4944.14 -1 INV THRU 'C==.'' L=31 LF 5=4-9%0.52% INV OUT 44; 4940:73 4920 4920 4930 4950.16 FETS INV-4949-5- 4940.74 4930 4941.69 Lii O O N N Lq n n N O N M N M I� O N W Lq r4 ali ui d-6d'N N t<O �D d'f0 �O a u'1 M a M M M N [V O O rn rn 00 B)nN d rnrn rnrn rnrn rn rn rn rn m rn m rn rn rnrn rn rn rnrn rn rn rn rn rnrn M 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 5+75 w APEX DRIVE PROFILE S.29THII AVE PROFILE HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' € VERT. SCALE: 1" 10' VERT. SCALE: 1" = 10' ---------- L �� oa 'il r APEX DRIVE �pppp o-� O ww N I N o W � I I I 3 F BENNETT BLVD _ -- s �w x x x i - -t_ - \ SHEET C2"® GRAN CIIELO Ik _ ROAD PLAINS PROJECT: 17-130 SHEET MAP AS BUIl J_�¶"� g DATE: 11-18-21 w N\N\ 0 0 0 0 0 m I Z O O SOLE o I o a a =s so ioo STA 0+95.78 h CURB INLET 2 I III I 1 inch- 50 FEET TBC 4952.80 III I I I z INV OUT 4950.06 I 15" CLASS IV RCP III a o _ i STA 0+70.72 I LOTS _ _ � L=31 FT, 5=0.50% FLOTS �I $LK.3� I I I I' I - - - TBC GB 4952.88 I I o 0 STA 0+95.72 ELK.1 I �I I 15" A-2000 PVC I STA 0+70.72 CURB INLET 3 SIDEWALK III I W Z I U L=30 LF S=0.50% I TBC GB 4952.88 TBC 4952.77 BY OTHERS CURB & I I a STA 1+12.57 III I III I INV THRU 4949.91 GUTTER (TYP) ul III I N N o r CURB INLET 4 STA 1+47.57 I I I f I STA 6+37.20 11 z z =J TBC 4959.81Ali IL1 I ICOMBO INLET 9 I 15" A-2000 PVC STA 1+20.72 60.0, ROW I I I INV OUT 4955.94 -TBC 4959.81 L=30 LF 5=0.5% TBC GB 4952.88 MATCH T E�_ > x z STA 3+82.38 - TBC ±4956.14 N= L I - 35.0' TBC €I - woo ti 15° INV IN (W) 4955.79 CURB INLET 5 I I I - _ _- u -- _-_- -��- TO TBC- _ -=- -�- g �- rm I. LOT4 I I O STA 4+17.38 STA 0+00.00 ----- -- - ----------�---I 15" INV IN E 49 5.79 TBC INLET 9 I I II TBC 4953.32 -_ �LK.1 I 'IlI 18' INV OUT 4955.54 NV THRU 4957.39 I 1 z I I I I TBC64 61 296 L3 4+00 5+00 6+00 l 6+70 N M a STA 1+12.57 II -0+ 0 1 2+00 +00 + zTBC 4959.83 JI I STA 1+47.57 I 'I I INV OUT 4957.54 ° R15.0' 10' PUESTA 0+00.00 $ENNETT ELVD TBC 4959.83 J I L__-__- TBC 4953.32 \- ---- _ ----- -- -O+OD 1+00 IIIIII 2+00 - ° ----3+00 _ IIIIII 54+�00 it 54150 -5---S - STA 1+62.19 STA 3+67.01 I I- III I r * cNRis c. -- --1 ° I __ _ ___ I PT TBC 4953.14 PC TBC 4954.45 STA 6+36.83 euocs STA 0+0o.D0 I __ IIIIII FL 4960.58 - - - - - ---- 'y�I-I�- 9. 1! 2000 I I STA 4+32.01 I II II I STA 2+EXIS I If - - I ADA RAMP WITH -------- 13X12" A-2000 _ PVC R15.0' I I PT TBC 4954.87 � MATCH EXT'G �I MATCH EXISTING , I I --------- 0 FT III I TACTILE SURFACE (TYP) I TBC ±4956.19 I II 1X4" SCH 40 FL 4960.61 a u l I. I I I I I R15.0' I II I I �ceNsco �t/ COB STANDARD I UTILITY CONDUIT STORMWATER PO0.50% I I I I I I I N ALLEY APPROACH I I I I 11 1 15" A-2000 PVC I R15.0' LOT I LOT 12 LOT 1 LOT 12 I II I TYP I I i (TYP) LOT 1 - - - i=234 LF rS=0.68% I OUTFACE PIPING, S INV I - - $LK.3 ELK.3 _ _ I I 1 _ _ _ III II I 3 LOT 5 ( ) I IRRIGATION PIPI49.75 ELK.7 ELK.7 I Q ELK.41 I I I II II I SEE SHEET C ELK.1 I - - rl I� II II I I II II I I I DRAWN BY:JLS STA 1+12.57 �I STA 1+47.57 I I I CONCRETE VALLEY CONCRETE VALLEY M GUTTER (TYP) I I I GUTTER (TYP) I I I I II I REVIEWED BY:CGB TBC 4960.33 M I TBC asso.33 I I I 1 11 I II I 97.19 I I I I I I I II II I I 1 LOT 2 I I I I I- . _ I II I I 52.77 I III I LOT 2 LOT 11 III III I LOT 2 LOT Lfl I I II I II PROJECT ENGINEER:CGB III III - .ELK 4 I I I I I - j- I I I L -__ COMMON OPENI $LK,3 ELK.3 IELK.7 ELK.7 DESIGNED BY: CGB SPACE A LOT 6 I 'I I , - - I I _E�L - - I II II i I1 1LOT 3 I LOT fl0 I' I LOT 3 LOT L® IT 1 Il ELK.3 ELK.3 ELK.7 ELK,7K.1 I I , ALLEY]PLAN BENNETT BLVD]PLAN � HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' 4980 PVI STA: 0+95.72 4980 H b PVI ELEV: 4952.71 K: 39.59 o 'n LVC: 50.00 M� b 4980 a o 0 4980 497C+ d II 4970 STA: 0+00.00 N n o Nw Ik TA: 2+39.98 ¢ II N EL =14960.58 v STA: = 4960.61 CURB INLET 6 N pqq TBC 4961.29 N W O.N -o STA: t+13.07 to"F �� STA: 1+47.07 15" INV OUT 4967.54 -r +rn -+rn STA 3+99.83 EL = 4959.56 �-N w EL = 49.59.56 4957.50 O a a STA 1+30.01 4960 4970 STAI 1+01.07 STA: 1+59.07 4970 4960 y w y i;,I EL 49+393 EL 4954.65 `4. -EL = 4960.08-- EL = 4960.08 CURB INLET 5 - --CL S 31st AVE. S 30th AVE,-- fp.8% EXT'G - TBC 4961.29 ��- �� -0.64% _ INV THRU -0.62%- 7� 4957.40 _ _ __ - -_- -0.50% 0.65% 't0.6% EXT'G- --__ - -- _ _ _ gg60 4950 5" CLASS IV RCP b 4960 -__ L=31 LF S=O.W 0.51% 4950 p EXISTING GRADE FINISHED GRADE -- - CURB INLET 2 -TBC 4952.80 CURB INLET 4 --- EXT'G ALLEY AT CL 30 LF 15" INV OUT "moo TBC 4959.81 - A-2000 PVC ® 4950.09 4940 4950 INV OUT -T3+ COMBO INLET 9 15" A-2000 PVC 4955.98- TBC 4959.81 _ L-30 IF S=9-6%0,33% 4950 49400.47%8.5%INV TITH,PETS_ CURB INLET 3 li 15" A-2000 PVC 15" INV IN (E)�-T9 4955.8, L=30 LF S-9.58%0.53% 15" INV IN (W) �3 4955.82_15' A-2000 PVC 4949.79 --TBC 4952.77 18" INV OUT 4855.54 4955.57 L=234 LF S=9...6i8%0.67%- INV THRU 4949 49949.9' EXT'G GRADE FINISHED GRADE 3 - 4940 EXT'G GRADE FINISHED GRADE 4940 4930 4930 I r a D a N O O O O a 0 10 In 00 40 O O pp V V M N Ou O 1p M O 0 M O O M rn O O O O O O m 0 0 O O u)(O O UJ uJ O O u) UJ V) O N O O N N N N N u7 u7 u) u) u)U) u1 In In N N V1 l[l u) M 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 rn rn rn rn rn rn m rn rn rn rn m rn rn rn a s a s a s a s a s a a a a a a s a s a s a s a s a s a s a s a s a s a s a s a s b 0+00 1+00 2+00 3+00 4+00 4+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+70 F4 41 ALLEY PROFILE BENNETT BLVD PROFILE � � 00 HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 10' VERT. SCALE: 1" = 10' AP10 EX DRIVE II o :rn 1 ��-BENNETTBLVD _ I �I p i =ALLEY _ 3 '' __ _ _ 8 SHEET 1 I GRAN CLELO M ROAD]PLANS � PROJECT: 17-130 SHEETMAE' �� `, DATE: 11-18-21 N N N N Q ^ N N O 0 0 0 0 0 } m SCALE SCALE II o w a o o a o u : � INSTALL SIDEWALK DETENTION POND AND x-1 ADJACENT TO POND LOT __J I III q III linch= 59 FEET z l inch= 50 FEET OUTFACE PIPING SEE - 15" A-2000 PVC Z SHEET C2.4 - L=234 LF S=0.68% I I w _ _ _ IL- �! T _ I LOT LOT 8�LOT 9�I OT 1m I OT 1fl�LOT 12 II T II I LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 -_-_ I LOT 1 I I ELK.3 ELK.3 ELK.3 BLK.3 ELK.3 ELK.3 Z z BLK.I BLK.I ELK. BLK.I ELK.I ELK.I BLK.I ELK I II I I I I BLK.I . III I I .I III O w II II III I I I , ADA RAMP WITH 0 F STA 3+95'90 18" A-2000 PVC STA 7+89.86 STA 0+00.00 4I TACTILE SURFACE (TYP II II I I I I CURB INLET 4 L=35 LF S=3.23% STA 7+47.70 MATCH EXT'G b I ) I III 0.1 III �,1 m z II II I II j I I PC TBC 4953.16 STA 0+01.00 I I TBC 4959.81 FETS INV OUT 4949.80 TBC GB 4953.86 TBC ±4961.30 I R15.0' I I a F STA 0+32.50 UTILITY CONDUITS I p q CURB INLET 5 m c� MATCH EXT'G 3X12" A-2000 I INV'OUT 4955.94 ' I TBC 4961.29 III Z Z I II STA 6+70.67 STA 8+04.86 I I INV THRU 4957.39 CRB ND STA 4+12.58 0 0 f5 5 II I TBC 4966.04 60.0' ROW - 1X4° SCH 40 (TYP) I I I COMBO INLET 7 I I I ( ) STA 3+97.73 pT TBC 4954.45 - 15" A-2000 PVC PT TBC 4952.77 TYP T 4954 73 OR m 58 L-30 LF S=0.50% TBC 4955 16 �I o 15" _ OW PC BC w rt O v1 ------ ------ ------ ------ - I I I ° a -- 18' INV THRU 4950.93- _ LIGUTTER" I�cll --35TO TBC - --- __ - ------- ` _-J L=31ALF�S�0.50% - - - �� STA 3+55.42-- --- _ _ _ I 60 0'TO TBC ----- _�- -- - ----- R15.0' 1�6I 35T0 TBC R-------- �' �� TBC GB 495522------------------- - ------------------------ �- ZN M a __ _ __-___ ___ 0+00 I 1+00 2+00 L4 3+00 4 00 5+00 6+00 7+00 Illllg+�08+23 II • III - I i ---I--�--f-- S.31ST AVE - I ® 4-� - ®0+ 0 1 i00 2+00 S.3mTH AVE 3+00 I _4+00 4+30 _ ------o III T 111111.1 -__ ® ki ate- ----_ __ _ - - ________________ ____-_ - - 18 A-2000 PVC IIR15.0 ems- �zv T�------_�---- zi-- GUTTER VALLEY * cxRisc. *. ' CONCRETE I I I STA 1+00.00 I ---- -- -- --- ---- --- ___ _ ____ III G ER (TYP) II II I TBC GB 4964.813 L=273 LF, S=1.63% --- I --- ---- - - STA 3+55.42______ eoss CURB.& GUTTER I I STA 3+95.90 STA 7+47.70 I I I , TBC GB 4955.22 STA 0+32.50 COMBO INLET 9 18" A-2000 PVC STA 8+05.49 I I I STA 0+01.00 III II iI I I i (TYP) I I TBC GB 4953.86 I CURB INLET 6 ccxsEo MATCH EXT'G I I TBC 4959.81 L=30 LF, 5=0.50% I II PT TBC 4953.14 I I STA 3+98.21 STA 4+13.71 NA N II I I TBC ±4965.85 I 10' PUE I STA 7+90.49 TBC 4961.29 .. STA 6NLET8 PT TBC 4954.99 I PT TBC 4954.49 1 �-15" A-2000 PVC PC TBC 4953.40 I III INV OUT 4957.54 71 i II O II I LOT I COMBO INLET 8 I STA LOT I LOT LOT LOT- L=234 LF 5=0.68% TBC 4955.16 ADA RAMP WITH I R15.0' ELK.4 BLK.4 BLK.4 1 11 q I 0+00.0o I I W L _ ELK. --- BLK 4 --J - I 18' INV THRU 4951.08 TACTILE SURFACE (TYP) I III a I I MATCH EXT'G I I DRAWN BY:JLS LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 I I I I I I I LOT 6TBC 4961.30 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 I III j it REVIEWED BY:CGB I III i i ELK.3�BLK.3 I BLK.3�BLK.3+BLK.3LK.3 �I III PROJECT ENGINEER:CGB - - I I I I BLK 7 BLK 7 BLK 7 BLK 7 BLK 2 LOT I I I I I� I I I DESIGNED BY: CGB II II I P -�---�--- I � � I I I .I I III I I r _____________� 1 I� I I 1 1 � I I IIi ill I III S.31ST PLAN S.30TH PLAN HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' 4990 4990 4990 4990 3-N..m m O + z r`y J +..0 O.O �I 4980 -� >� 4980 498CO m 4980 !. co -gym- O, IUD cn CL ALLEY r..� m N z ¢ II ILo Lo _M.�M '�° STA 3+80.00 n..M '°..a-w �^,W `n rn M an.vai 4970 EL = 4960.07 FINISHED GRADE AT + o uNi-m 4970 4g70 M a a as a4970 b �G f-2.1% -CENTERLINE --^ w -FINISHED GRADE AT <..II11 EXT'G- a II CENTERLINE rn w F„II'dn J Nw EXT'G GRADE ,-i,,, w -- "W EXT'G GRADE 4960 1.69% 4960 --- 4960 - ----- 18"A-2000 PVC '2.47! 0% CURB INLET 6 -1.85% ,00= vPo �{ 15" A-2000 PVC L=27�LFS� g'1 65% TBC 4INLET kd 4950 L=30 LF S=639% 4950 4950 4950 15" INV OUT ",•Tsio4 0_53% 4957.50 CURB IN 4 - 18" A-2000 PVC - TBC 4959.81 COMBO INLET 9 L=35 LF S=3z3%3.40% TBC 4959.81 __ - FETS INV 49i•9.89- CURB INLET 5 "4 INV OUT 955 98 15" INV IN (E) �9 4955.82 14949,77- TBC HRU 49 --- 4955.98 INV THRU '�-.,9'r=.,9 15" INV IN (W) "�9 4955.82_ 18" A-2000 PVC 4940 4957.40 4940 18" INV OUT 4955.64 4955.57 COMBO INLET 7 L=30 LF S=&5%0.30% 4940 4940 TBC 4955.-- COMBO INLET 8 18" INV THRU ""^�9- TBC 4955.-- . EXT'G GRADE FINISHED GRADE -4950.96 1B" INV THRU4951.0P - 4951.05 EXT'G GRADE FINISHED GRADE 4930 4930 4930 4930 W ItrnA0 Nc0 4crn0 QIrnO (trnO0 trn0 crnn(rnO trn0 trn0 trn0 tmD Ma Nm rn rn rn mrn m dm rn w rn rn rn rn rn rn rn m rn rn rn rn Irn 0Mrn mtrn0 rnt Orn Nrn Nrn Irn� m N n O a ND Irn N N N u N Iq 00 t0 m n 01 ul W f`O mV mV WOM tNaD Ni In, tV O f tG NO O N w 0 on IO N N N 0 010 10 n N I[ IO U.)In [ [ I[ I[ N N n rn rnrn M m m rn rn rn rn rn rn rn rn as as as as as av as as as as as as as as as aaaa as as as as as as as as as as 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+008+23 0+00 1+00 2+00 3+00 4+00 4+30 S.31ST PROFILE S.30TH[PROFILE " Q � 00 HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 10' VERT. SCALE: 1" = 10' 'If APEX DRIVE BENNETT BLVD _ ` '% 01 I I I x I 6 x I ri'i --p-�_ t_--IIj-�4 -A= N\ SHEET I fi Il(L i FT�- I II GRAN CIELO ROAD PLANS ��1ry iPROJECT: 17-130 DATE: 1-18-21 SHEET MAP AS BU17" w I-.-_ IR O O SCALE SCALE a w Tao � 1111 I ; ¢ a ¢U ADA RAMP WITH II [ II t 11 LOTS o Q II I Q o o a TACTILE SURFACE (TYP) I I a I I �� I I I I I I BLK.15 1 inch m 50 FEET .... IIII I pa I I. I 1 inch= 50 FEET J I III I aW 1 z R15.0' STA 4+03.27 II FFW I I _ __ L / STA 6+45.96 1 IIII EEEFFF...... IIII w rn - - PC TBC 4955.23 III II 2 II I I ------------------------ /// I I PT TBC 4958.73 90.0' ROW STA 8+02.66 i I I o z z I, --- ----- --- LOT 6 LOT 7 LOT 8 LOT 9 I STA 5+81.03 MATCH EXT'G 1 L) W I LOT IIII IIII II W II I II 1I II - - TBC f4956.89 III II _ > / _- 24.0' TBC-- - __W-_ N r lid I BbK.10 BLK.10 BLK.10 BLK.10 II p7 II GB TBC 4959:52 - z F z > I 1 BLK.fl0 I II TO TBC - - - TIC o 4 I 15" A-2000 PVC I I I I I I� IIII----------_- ------ - -----_-- -� �� I -I o: � z L=31 LF, 5=1.58%I I I I III D �LOT_1 LO_T_2 Mj_ LOT4 FOTS LOT6 -� LOT7 _T L--J - ? w p p I I FETS INV 4950.48�j II II II 4 II BLK.I�BLK.15 BLK 15 BLK.15 BbK 15 BLK.fly BII K fly - --- -- ° F- I I STA 4+01.06 I I I ✓ I III I. STA 4+72.58 i / N z u J I I CURB INLET 7 II II C I I 6+00 S.27THAVE z p CURB AND STA 0+00 PC TBC 4961.26 7+00 8+03 _ p p I I I I I I STA 0+00.00 GUTTER (TYP) TBC 4955.25 IIII I STA 4+18.27 II I I MATCH EXT'G I -_ I II MATCH EXT'G P TBC t4968.27 i� r 5 � Z I I i I I MATCH EXT'G INV THRU.4950.97 I TBC t4954.98 II U II STA 3+60.57 w O o m I TBC ±4961.30 60.0' ROW STA 3+62.50 I u I 1 II IIII STA 0+25.00 PT TBC 4962.97 1 �i� , kp0 CURB & Icj� w p¢ •---J ------ ----_ TBC - _GB TBC 4955.67--- - - II I I II GB TBC 4967.73 I 5 GUTTER TYP d - - 35T0 TBC- _ - _ -�- IIII I I / STA 5+81.03 - - - - - - () STA 8+02.66 Z N M d - - - - - - -� - - - - - 1 STA 1+48.82 R276' i ----- �l III III I / PC GB 4960.11- 1 MATCH EXT'G -------- I I I GB TBC 4965.81 TBC t4957.52 L6 2+00 3+00 4+001 1 4+36 1 I I I I 0 / PT TBC STA +45.96 1 MIA 00 1.+ � S.28THAVE -� -�- II I III II II 90.0' ROW STA 1+97.83 x� I N 1 I� III 1 I II I PC TBC 4965.11 1= - ---- --- - PC TBC 4961 89 I 9 AEG _ 1 TO TBC BC / STA 4+72.58 cN --------------------- e.fo875 PE •---� I-- - --- STA 3+62.50 - -- c ' ID I _ / 1 I III 1I /T TBC GB 4955.67 I 3kp0 1 J --- 15" A-2000 PVC I STA 3+70.41 10' PILE L=31 LF, 5=0.50% I II II I I - - - 0+00 1+00 L7 2+00 PT TBC 4963.47 yT 1 1 ' III STA 4+18.90 -�-- I I STA 4+01.54 II S.27TH AVE R 50' / MATCH EXT'G R 300' I I STA 0+00.00 DOUBLE CURB INLET 8 II TBC f4955.32 ' I DRAWN BY:JLS I I I MATCH EXT'G TBC 4955.46 , I REVIEWED BY: CGB I I TBC ±4961.37 INV OUT 4951.13 II II I - - � I N 1 I STA 4+03.90 1 II II 1 `-�' - -% - - - - STA 2+79.81 I PROJECT ENGINEER:CGB I I I I PC TBC 4955.44 a I II I I STA 1+61.77 PC TBC 4964.41 DESIGNED BY: CGB STA 0+25.00 PT TBC 4965.67 % LOTS R15.0' III IIII I GIB TBC 4967.73 LOT 1 LOT 7 STA 0+00.02 STA 1+48.83 BLK.15 BLK.fl5 BLK.IS �1 I II MATCH EXT'G PC TBC 4965.81 I fn TBC ±4968.16 I I S.28TH PLAN S.27TH[PLAN 0-0 HORZ. SCALE: 1" 50' HORZ. SCALE: 1" = 50' � o4y 4990 4990 49900 0 4990 o m F� +� u � � o Z II 4980 4980 498CN w o 4980 STA: 4+36.09- oo EL = 4955.16- o > FINISHED GRADE AT "'' o N ¢ STA: 0+00.00 -m II +O1 EL = 4961.28 STA: 4+19.09 rr CENTERLINE N..J ro_a 4970 FINISHED GRADE AT EL = 4954.65 G� 4970 4970 d 4970 CENTERLINE -w EXT'G EXT'G GRADE N- t-1.989-T w EXT'G GRADE STA: 3+62.50 -1.76% EXT'G EL = 4955.66 - ---- --_ 4960 4960 4960 --- - ---- -1.169 4960 _ f- k� -_ -1_89 EXT'G . µ� --1.78 - 00 - - --- 4950 4950 4950 4950 �d 15" A-2000 PVC L=31 LF S=1.68%1.39% FETS INV 49b6-+& 4950.45- P q 4940 CURB INLET 7 DOUBLE CURB INLET 8 4940 4940 b® TBC 4955.25 TBC 4955.46 INV THRU 'C INV OUT 4961.13 4950.88 4951.17 _ EXT'G GRADE_ FINISHED GRADE EXT'G GRADE _FINISHED GRADE 4930 4930 4930 4930 d N In O I�M t0 iC) rn W O V'M O tf7 O rn O tG O W t0 M tf1 I� O N O O M O rn O N O O M t0 I� N M rn if) O r N co W I�N 4J rn r N m r rn O O a0 O rn O O O O h 0 O M M�f] O a0 rn O •-M 7 O n U] O N O O W O N rn rn Q) r ap V)r N<O N to LL'1 d'LL'1 .6 rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn m rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn m m rn rn rn rn rn rn rn rn rn m rn m rn rn rn rn rn rn as as ae as as as da as d a as a as as as as as as d <r �d av d-e �v .r.r air �� as a 0+00 1+00 2+00 3+00 4+00 4+36 0+00 1+00 2+00 3+00 - 4+00 5+00 6+00 7+00 8+00 na S.28TIi PROFILE S.27TH[PR®FILE � a 00 HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 10' VERT. SCALE: 1" = 10' APEX1DRIVE Z a° I I Z I o � 1 � __ E z ® N ® N I- (� Im I I � ® BENNETT BLVD r 1� H �I \ \� a SHEET C2"3 1 I GRAN CIIELO L 7 ROAR PLANS /1� PROJECT: 17-130 SWEET1VIAP � S BUIL� �, DATE: 11-18-21 u N N N N N W\ \\ �\N N } m SCALE SCALE z o o o a o u so im o ss sa �w 0 15" A-2000 PVC l inch- 50 FEET L=10 LF S=2.5% 1inch= 50 FEET w s 48" OUTFACE #1 o _o o_ RIM 4952.25 SDMH 2 v 18" X 22" GRATE INV IN 4949.75 RIM 4952.25 N } v,w 75" INV OUT 4950.25 INV THRU 4950.00 CURB INLET 1 z L) o w w TBC 4944.14 Ef 31.5" WIDE WEIR INV 4950.75 .^4.^^ N z z OVERFLOW 4951.25 _- _ - =may-_ -___ INV OUT-.�-a-s-.=4�3 4940.74 �i w u z z - IX -------------_ 24" A-2000 PVC._-'=---- L=3 LF S=O.S% 15" CLASS IV RCP w N O F L=46 LF S=0.5% z z » 15" A-2000 PVC L=149 LF S=1.5% 15 A-2000 PVC --S.29THAVE_�._. _ 90' VERT BND W/ 21 o � FETS INV IN 4952.23 L=87 LF 5=0.5% `^ A-2000 GRATE w o 0 o w FETS INV OUT 4949.57 5 0: z z m __ GRATE ELE 4943.50 " a 24" A-2000 PVC1+00 o EXISTING __-�i-__- 0+00 L=7 LF S=0.5% Z v' IRRIGATION DITCH - - - - - - 0+00 2+00 �., � �x _ = FETS INV 49447 4939.97 ---ss -� S 29TH AVE STORM & R d1 48" OUTFALL #2 2+90 SEE SHEET C2.0 x 1 RIM 4944.04 N,y INV THRU E WEIR NV 491 CHRIS G. SLOPE POND BOTTOM AT 12,220 CF 14.75" WIDE WEIR INV 4942.49 OUTFALL TO DRAIN TOWARD DETENTION POND I OVERFLOW 4943.00 ROAD CENTERLINE ALIGNMENT DATA "suoE�Si PE OUTFACE STRUCTURE III BOTTOM 4949.75 10' X 54' ROUND , .DRAIN ROCK COMBO INLET 3 APEX DRIVE "c...E� 'v S 31ST STORM I �\ TBC 4943.96 �jl SLOPE POND BOTTOM AT 15" INV IN4949-86 4940.56 NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING SEE SHEET C2.2 - I 1% TO DRAIN TOWARD 24" INV THRU 1949.83-4940.03 9,687 CF OUTFALL STRUCTURE I L1 625.16 S89' 24' 50.13"E 0+00.00 39604.02 47104.56 6+25.16 39597.63 47729.69 -�--�- -- ------ III \ 1 DRAWN BY:JLS ------------- DETENTION POND 24" CLASS IV RCP 29th. AVE pp BOTTOM 4941,50 qq L=30 LF S=0.6% S. REVIEWED BY: CGB 9 BENNET BLVD D NUMBER LENGTH LINE DIRECTION START STATION NORTHING FASTING END STATION NORTHING FASTING S.31ST AVE - - - - .a STORM SEE SHEET a COMBO INLET 2 PROJECT ENGINEER:CGB II I Pa C2.1 TBC 4943.96 IIIII I I L2 668.34 N01'22' 34.09"E 0+00.00 38963.21 47089.17 6+68.34 39631.36 47105.22 APEX BLVD STORM II I ' INV IN (S, E)494&9G 4940.46 DESIGNED BY: CGB III SEE SHEET C2.0 Ii pa INV OUT "�4940.21 BENNETT BLVD o4y -- - --��-v-1 III DRAINAGE SWA1 �C 18" A-2000 PVC NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING 1 1 1 Pa 1 TO LOW POINT'II 1 FETS LF IN7 494 FETS INV IN 4941.5 L3 669.53 S89' 15' 20.59"E 0+00.00 38971.90 46419.70 6+69.53 38963.21 47089.17 �qqq L = 200 LF IV I I, ]BENNETT POND OUTFALL PLAN APEX POND OUTFALL PLAN S. 31 st. AVE. j HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING �I L4 822.68 N01' 17' 59.29"E 0+00.00 38147.75 46531.03 8+22.68 38970.22 46549.69 S. 30th. AVE. v4� NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING k ARE GRADE EXISTING 4970 4970 4970 DITCH AT 4:1 MAX 4970 u L5 430.39 N01' 17' 59.29"E 0+00.00 38536.43 46809.73 4+30.39 38966.71 46819.49 TO PROPOSED FETS 1 _24" A-2000 PVC 1 _ - 24" CLASS IV RCP L=3 LF S-9.5%0.33% S. 28th. AVE. 15" A-2000 PVC 15" A-2000 PVC - L=30 LF S=0.6%-- -L=149 LF 5=1.5% --L=10 LF 5=2-5°63.0% NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING M IT FETS INV "" -.ice - 4960 4960 L6 436.09 N01' 17' 59.29"E 0+00.00 38523.44 47370.99 4+36.09 38959.42 47380.88 *4 P4 4960 4952.19 15" A-2000 PVC 4960 48' OUTFACE #2 L=87 LF S .8%0.40% 18" A-2000 PVC RIM 4944.04 S. 27th. AVE. FETS INV "ter L=27 LF S=2.0% INV THRU !9!0.6 4940.01 VVI6��R 4949.60 FETS INV 4941.50- 14.75" WIDE WEIR INV 4942.49 NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING_ OVERFLOW 4943.00 C tO 4950 4950 L7 199.04 N01' 27' 54.44"E 0+00.00 38152.76 47738.21 1+99.04 38351.73 47743.30 4950 1 -- 4950 24" A-2000 PVC Cl 170.69 N12' 30' 42.62"W 1+99.04 38351.73 47743.30 3+69.72 38514.24 47699.46 _MATCH EXISTING POND BOTTOM --- - _-- _ L=7 LF S=GAV 0.57% DITCH BOTTOM 4941.50 FETS INV 4949,47 4939.97 1_8 102.85 N31' 39' 21.04"W 3+69.72 38514.24 47699.46 4+72.58 38501.80 47645.48 _ VERIFY GRADE C2 173.39 N15' 05' 28.33"W 4+72.58 38601.80 47645.48 6+45.96 38766.88 47600.94 y� 48' OUTFALL #1 PRIOR TO 4940 4940 W4 4940 CONSTRUCTION 4940 RIM 4952.25 COMBO INLET 2 INSTALL GRASS SWALE TO L9 156.69 NOV 27' 29.98"E 6+45.96 38766.88 47600.94 8+02.66 38923.52 47604.93 rr��I 18" X 22" GRATE INV IN 4949.75 SDMH 2 TBC 4943.96 STUCKY DITCH AT 4:1 MAX 15" INV OUT 4980.29 4950.25-RIM 4952.25 18' INV IN '040.45 SIDE SLOPES AND AT MIN ALLEY 31.5" WIDE WEIR INV 4950.75 INV THRU 4969.09 24" INV OUT 94G-.74-4949i1 4940.20 RUNNING SLOPE OF 0.25% NUMBER LENGTH LINE DIRECTION START STATION NORTHING EASTING END STATION NORTHING EASTING OVERFLOW 4951.25 -4949.95 4930 4930 4930 4930 COMBO INLET 3- L10 450.00 S88'42' 00.71"E 0+00.00 38530.60 46409.61 4+50.00 38520.40 46859.49 TBC 4943.96 15" INV IN W 4941.86 1949.554940.55 24" INV THRU 494e.53494e.e3 4940.02 EXISTING GRADE FINISHED GRADE 4920 4920 ROADWAY ALIGNMENT TABLES 4920 11 14920 co N N w N N N w'o N 7 o lO M n go N NTS I� N O,m IR m cq Ii D7 u7 O �a Lo a a V N InN N.; M OM O N N Ln m In if1 if7 In V7 Lo vi 7 7 V 7 rn rn C'rn rn rn rn rn C' rn as 'T 1+41 1+00 0+00 0+00 1+00 2+00 2+90 W 6ta EENNETT POND OUTFALL PROFILE APEX POND OUTFALL PROFILE � g op HORZ. SCALE: 1" = 50' HORZ. SCALE: 1"'= 50' P� VERT. SCALE: 1" = 10' VERT. SCALE: 1" = 10' I' A.�EXDRNE I -1 11 I o ® � II - L -J II o JL_ - --yy�� ® e HM oo Rn I E BENNETT BLVDCID F` C eat I L- N-I _ a- \ o SHEETa� I I C2.4 I GRAN CIIELO -� _ ROAD PLANS P m 11 A PROJECT: 17-130 SI3[EET MAP DATE: 11-18-21 i N N N N N a N N N N 0 O E M a N p OHP pHP pHPy —�OHP— '�" '� pXP— — pHP — — pHP — — pHP— — - - — — — — — — EXTG 15 SDR35 SANITARY m --------------------- -� _ SEWER MAIN o —_'". 11 ss------5: ----s- ------------- 3 --- ----- ---- --- z <'a ¢ —ss ss � o � ooa ----------- N-�' -- M -- -- ------------- o - - - - - - - - - - - - - SCALE STA 0+70.3 _.o = a h os \ INSTALL 60" CUT-IN SSMH 12 z o s so ioo CONTRACTOR TO VERIFY EXT'G PIPE ---_ -_ ~ \ S.'2j\ \ N N ELEVATION AND SHALL NOTIFY ...o ,& _ ti t! �\ \ o 0 l inch= 50 FEET ENGINEER IF THERE IS A - _�+o,�_ �� `� DISCREPANCY. SEE DTL THIS SHEET T \\ L F /SEWER SERVICE w z z 3 / \ �� a F F PROPOSED 8" SDR35 PVC A (TYP) 41 \� Z z > SANITARY SEWER MAIN i III O J U cn Lo W O O D(A 3 I _ \ ` K LL U U Q PROPOSED WATER MAIN oo \ \ \� ��..Y` SEE SHEET C4.0 \ ` O .M n z � NMau� 3 �-EASEMENT LINE \� Ili I I — II I � � NTq q STA 1+56.80 II _ N 8" WATER MAIN STUB CROSSING I y I- CHM G. FINAL LOCATION OF STUB TBD I I I LOT 3 eu BLK.14 I I i 25 PE 3otn I ' 8" SDR35 PVC I N- I SANITARY SEWER MAIN I I LOT N BLK.14 NOTES: DRAWN BY:JLS MAINTAIN MIN. 10' 3 I 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO REVIEWED BY:CGB SEPARATION _ III ,I STORM SEWER i THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, SEWER, PROJECT ENGINEER:CGB CROSSING I I TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. DESIGNED BY: CGB Id I I I 3 8" SDR 35 PVC 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN STANDARDS otn SANITARY SEWER STUB WITH CLEAN NATIVE MATERIAL. O I L=38', "" S=0.55% 30' TRAIL I M- CAP INV= 4 493829 EASEMENT I 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR I� — — — — — — — - TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN S 3+21 ____ -_ ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. - STA. 3+20.71 �il- I1- ---- --------- ---------T r- ------- cc INSTALL 48" SSMH #1 I 3 II I 5. ALL SEWER SERVICE ARE 4" OR 6" SCH. 40 PVC AS NOTED. INSTALL ALL SERVICES AT III ;I LOT 1 2.0% MIN. SLOPE. LOT 2 W BLK'14 I BLK.14 6. MAINTAIN 6" VERTICAL SEPARATION BETWEEN SEWER MAIN AND UTILITY SERVICES. 4� I' 7. MAINTAIN 18" VERTICAL SEPARATION BETWEEN SEWER MAIN AND NEW AND EXISTING r�u APEX DRIVE SANITARY SEWER MAIN PLAN UTILITY MAINS AS SPECIFIED ON PLANS. EXCEPT FOR STORM SEWER MAINS. HORZ. SCALE: 1" = 50' ® Cf2 SEWER SERVICES b STATION L R LENGTH FT SIZE DEEP �q 0+03.36 6" Y ®v�V � In 4970 4970 STA. 3+k7i, 48" SSMH #1- RIM 4945.18�_ PH 4960 STA. -0+70.33, 60" CUT-IN SSMH #12 INV OUT "tee (E)_4937.88 4960 RIM 4947.57 INV IN 4938.03 (S)-4938.08 INV IN (8") " 36.28 (W) 49.36.33 0 INV IN (15") 4935.89t (S) FINISHED GRADE AT INV OUT (15") 4935.81f (N) SEWER MAIN 4950 EXT'G GRADE 4950 — 'PROPOSED—8" SOR35 PVC WATER MAIN 4940 - L=387 LF 4940 ------1 S=6-4&%0.407 -----��_ -------- j1 g -- -, a oo STA. 2+27.13 V I I m z 8" WATER MAIN CROSSING y__'J LI_- / 4 4930 INV. 4938.41 30 V -Ij Lr-- '`�j a > �+ o 4920 4920IW ® W I IV i v N TOP OF PIPE I V III N FINISHED GRADE EL. SEWER !NVER-T EL. '1 I I — \ N ® u 4910 4910 M. 01 coW r N •1' r V) N 0] I� m M G I 666 ddd o�+ -0+70 0+00 1+00 2+00 3+003+21 i SHEET SHEET MAP C3"0 APEX DRIVE SANITARY SEWER MAIN PROFILE GRAN CIELO HORZ. SCALE: 1" = 50' VERT. SCALE: 1" 10' SEWER MAIN A}� BUILT 7 PROJECT: 17-130 BS ILT DATE: 11-18-21 N N N N W NOTES: � o 0 0 0 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO > THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, SEWER, z a 'a TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. ¢ n. 0 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN STANDARDS SCALE WITH CLEAN NATIVE MATERIAL. z 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. N z l inch- 49 FEET 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR Ov 0 TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN v, N ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. z C5 z w 1`1 N 0 z 5. ALL SEWER SERVICE ARE 4" OR 6" SCH. 40 PVC AS NOTED. INSTALL ALL SERVICES AT a I _ II I III I II II N = ISTA. 5+39.53 3 2.0% MIN. SLOPE. F N EXT'G 48" SSMH #12 Z z F 6. MAINTAIN 6" VERTICAL SEPARATION BETWEEN SEWER MAIN AND UTILITY SERVICES. N PE T REMOVE EXT'G END CAP IIII w 2 z I STA. 2+58.72 AND CONNECT TO EXT'G I�'\\• 7. MAINTAIN 18" VERTICAL SEPARATION BETWEEN SEWER MAIN AND NEW AND EXISTING o a a STA. 0+00.00 STA. 2+69.82 3 \ UTILITY MAINS AS SPECIFIED ON PLANS. EXCEPT FOR STORM SEWER MAINS. 8" WATER MAIN INSTALL 48- SSMH #8 8" SDR35 PVC STUB III INSTALL 48" SSMH #5 CROSSING1 ;I� - z N rq a --- - ---- --------- ------------- ------�4-----------� _--_W W S O 00 W S 1+00 W S 2+00 S 3+00 W L3 W S 4+00 W W S 5 0 5+50 W T -�—'St BENNETT BLVD '�'S —I'-S 77 9- 01 / ————————————————————— + _ -------------- _-_------- 6 --:ear— - _- MAINTAIN SEPARATION III =11 ff Ski<cAsco -I I I � N �► � I ,I _ _ 3 OILYMON OPEN M I — — LOT 1 LOT 12 — — — — LOT I LOT 12 — — it I =_ DRAWN BY: JLS E V BLK.3 BLK.3 V BLK.3 BLK.3 II n II SPAGEA 1 W IIII REVIEWED BY:CGB 13 � 1 1 3 11 I PROJECT ENGINEER:CGB it I I I I W1 t DESIGNED BY: CGB y I I. II y I I I EXISTING 8" I iI vi IIII I, SEWER MAIN IIII IIII _ _ — — — 1 3 — — . 3 I 1 III 11 W III I W . I 11 11 I I 3 BENNETT BOULEVARD SANITARY SEWER MAIN PLAN p I CU] HORZ. SCALE: 1" - 50' u ® 1� 4980 n 4980 �9 N— IR n N e} o -t d'4.1 W .3 N pay 4970,N v.. FINISHED GRADE AT < 4970 v SEWER MAIN CT o rn -EXT'G GRADE mN o STA. 5+39.53 EXT'G SSMH #12 o N ' N rn RIM 4956.82- 4960+rn `r z z o 4960 a�>0 � .»> NEEzzz k� N�zz 4950 EXT'G 8" 4950 8" SDR35 PVC L=266 LF, S=8i6%-0.40% - SDR35 STUB -8" SDR35 PVC L=236 LF, S=8.45%0.45% S=0.457 P b 4940 0 CONNECT TO EXT'G 4940 z F 8" SDR35 PVC STUB ¢--- STA. 2+58.7T INV. ±494^:�4944.41 a 8° WATER MAIN VERIFY PRIOR TO WCROSSING - CONSTRUCTION Y 4930 y 4930 O eV TOP OF PIPED- -• (zj FINISHED GRADE EL. SEWER 1NIJE-R; E6. I II 2 Y�� 4920 4920 M N o m O w M N 1——_J L- 0+00 1+00 2+00 3+00 4+00 5+00 5+50 II rtll II ® 00 BENNETT SEWER - II 1 0 LI II R ul ' SHEET BENNETT BOULEVARD SANPTARY SEWER MAIN PROFILE SHEET MAP C3.1 HORZ. SCALE: 1" = 50' R VERT. SCALE: 1" = 10' 7 GRAN CIIELO SEWER MAIN PROJECT: 17-130 AS BUILD 5 DATE: 11-18-21 N N N N a N N N 0 NOTES: o 0 0 0 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO m THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, SEWER, 9 ¢ 'a a TELEPHONE & T/) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 0 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE MATERIAL. SCALE z o to w eo 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. � y 0 linch= 40FEET 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR �In r N TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN z S ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. zo F 1, II LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4__T OT 3 LOT 2 -- � �- - 5. ALL SEWER SERVICE ARE 4" OR 6" SCH. 40 PVC AS NOTED. INSTALL ALL SERVICES AT a o BLK.1 BLK 1 BLK.1 BLK.1 BLK 1 BLK.1 BLK.1 BLK fl LK.1 2.0% MIN. SLOPE. n N F III II III I I I I I III 6. MAINTAIN 6" VERTICAL SEPARATION BETWEEN SEWER MAIN AND UTILITY SERVICES. O r IIIII IIIII I I I I STA. 3+95.90 III S� m z 18" STORM SEWER CROSSING I 7. MAINTAIN 18" VERTICAL SEPARATION BETWEEN SEWER MAIN AND NEW AND EXISTING Li a o0 a STA. 6+70.79 UTILITY MAINS AS SPECIFIED ON PLANS. EXCEPT FOR STORM SEWER MAINS. IIIII III 15" STORM SEWER CROSSING I I I 11 II Z N M a II II -- - - STA. 2+74.00- -- - -- 9 _-_-_ - _ _- - - - - -INSTALL 48" SSMH #3 - i.. I S 8+23 SEWER SERVICES G ul X Xe ----- - ----- S 0+00 S S.1+00 °°S 2+00 Y4 S 3+00 S.3IST AVE S +00 W ul STATION L R LENGTH FT SIZEEDEYEs L4 S 5+00 S-6+00 - 5 7+00 S 8+D0 X S I-- S S o S I S -F 6' S I S S IIIII 0+90.00 R 38.0 4"� � g g }.II- IIIII 0+90.00 L 38.0- -__ �_ _ - �y'1=--c�--. �yeP� D -I II---- SDR35 PVC --- . R 38.0 4"-_, SANITARY SEWER MAIN' =1 �� N 1+55.00 38.0 4"I (- - - ' STA. 8+22.68 II 2+20.00 38.0 4" I STA 0+49.51 c 2+20.00 L 38.0 4"REMOVE EXT'G END CAP ANDINSTALL 48° SSMH i5 2+85.00 R 38.0 4"CONNECT TO EXT'G 8" SDR35 I f 2+85.00 L 38.0 DRAWN BY:JLS IIIII III PVC STUB I I I I I I III III 3+50.00 R 38.0 4" Y REVIEWED BY:CGB STA. 6+22.50 3+50.00 L 38.0 4" Y it li III LOT 5 LOT 4 LOT 3 I LOT 2 LOT 1 STA. 5+48.00 W.S. CROSSING 'I III 4+42.38 L 38.0 4" Y PROJECT ENGINEER:CGB �01 L BLK.4 _ BLK.4- _ BLK.4, BLK.4. BLK. __. INSTALL 48" SSMH #4 I -u 4+45.00 R 38.0 4" Y �I I II - -) - )- . . - -1- - _ I III U£ III DESIGNED BY: CGB CUC.3 5+07.38 L 38.0 4" Y � BLK.3�1$LOK.3�BLOK.3+ BLK.3+BLOK 3�B OK 33 �I I m � III 5+072.38 9.99 L 38.0 4" Y --- ------ rn 5+75.00 R 38.0 4" Y WW 6+37.38 L 38.0 4" N �I II II I�r- -__7 E III 6+40.00 R 38.0 N II fIl I I 7+05.00 R 38.0 4" N z IIIII N IIIII I I o I III III 7+77.89 R 38.0 704 11 II I I I III II � �' S.31st AVENUE SANITARY SEWER MAIN PLAN HORZ. SCALE: 1" = 50' p z b 24 4990 4990 � b O N = V N 4980 N z 4980 a 0, STA. 0+00.00 a vNi Z �` rn v4l r>�v--aa -EXT'G 48" SSMH #2 RIM 4956(69 - °� v N a 4970 +� FINISHED GRADE AT N ) SEWER MAIN -ooM ,� 4970 a O EXT'G GRADE N a F g - STA. 3+95.90 ,^� r--STA. 6+70.79 ao 0 N -- -STORM SEWER M o m a?O -STORM SEWER UTILITY N _CROSSING CROSSING--- CONDUITS N d w>> CROSSING 'Colv p Cd�EXT'G 8" I!z z z 4960 4� 4960 SDR35 STUB - 8" SDR35 PVC - S=1.19% --- L-222 LF - 5=4v9-gib•1.18%--_-_ 8" SDR35 PVC "--- FINISHEDLF, S.+_"u>Zn- 0Zo - �1.48%4950 +mornN� c� ooa - _ 8" SDR35 PVC 04950 u o c�a L=271 LF, S=6 499;"0.50%pKa +0M NVln I�VIa -NZM _OU Ua +Om + M(NnN ,Cn- LqZ OUa¢ >. NUa NU MKS NfnN (V VXO NN O(7h NZO�z > }orn NVXo't4940 3 3 N Uz Q�> .0a +O- +OM +o4940 �D a Vl Z Q > U Ua-CONNECT TO EXT'G ;8" SDR35 PVC STUB -SEWER SERVICE (TYP) N4930 INV. f'^�-4955.274930VERIFY PRIOR TO CONSTRUCTIONG '7 TOP OF PIPE -1-1- �- L-GRADE EL. SEWER INVERTEE. 4920 4920 i f i h III I I N pp v 7 Oai N O In O O N N 7 t`u0 1M 01 [O O O^i V O (OD N M N W N W N O O a m I E I I� YI W co ui vi a vi "i < ri d N r•i N o rn 00 m d rA of ao co 00 ,ri m a m a w ri -I I--I• - I \ ® Xn ro co N N In O N <O LO O Xn O N O N N N tt1 N a X _ If� I�I 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 IVhI �I II n.d SKEET B S.31st AVENUE SANITARY SEWER MAIN PROFILE SHEET MAP ��, HORZ. SCALE: 1" = 50' 3 VERT. SCALE: 1" = 10' R GRANCIELO i SEWER MAIN 671S BUILT 4 DAOEECT: 111-118021 w\N N\ O N N N NOTES: M a o III I III II I 0 o 0 F I I II IIIII 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE } INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO m III rn - II II ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY z o o m II FII I I OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, ¢ o o a = I I III .m I I I II II I STORM, SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES o �LL III III II III OR AS INDICATED ON THE PLANS. SCALE - 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER w :o a eo t I LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 I III CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE MATERIAL. _ LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 I STA. 4+50.74 II f II g w BLK.10 BLK.YO BLK.10 ELK,fl0 BLK.10 II BLK.3 BLK.3 BLK.3 BLK.3 BLK.3 BLK.3 EXT'G 48" SSMH #11 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. o 0 l inch= 40 FEET I STA. 0+15.90 I I I I I I I I III m } Z > o X" STORM SEWER - 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO STA. 1+75.12 III III II I VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICT i= CROSSING W.S. CROSSING STA. 3+79.11 STA. 2+25.29 STA 4+18.74 III Ln p W.S. CROSSING III I I I REMOVE EXT'G END CAP.AND II I I i EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO z STA. 1+80.12 IN I - INSTALL 48".SSMH #10 I I RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. "' o STA. 0+48.81 - I 'I £ l i CONNECT TO EXT'G 8" SDR35 11 II a ~ F W.S. CROSSING W.S. CROSSING I N N U r PVC STUB z z III IIII 5. ALL SEWER SERVICE ARE 4" OR 6" SCH. 40 PVC AS NOTED. o D- STA 0+23.00 I o J L - - - I REMOVE EXT'G END CAP AND II FII INSTALL ALL SERVICES AT 2.0% MIN. SLOPE. n p N m FI-CIE S I t I J III LL-- _ EXT'G 8 R3 - .- _ _ - - ! I ___ . MAINTAIN LITY SERVICES. TICAL SEPARATION BETWEEN SEWER MAIN AND o o Q CONNECT TO " SDR35 . .q II i� U. MAINTAIN 6" VER TA. 2+22.63 w PVC STUB �� -- _ -- -- ---- INSTALL 48" SSMH #7----- o.. II _ - - -"Ls - - - W S 1+00 W S 2+00 W' LS Y'S 3 0+0 W W S 4+00 S 4+45 W '"' W- W N W II 7. MAINTAIN 18" VERTICAL SEPARATION BETWEEN SEWER MAIN zzS I S.30THAVE S'I IS IIIII S 0+00 S 1+00 S 3+00 S 4+00 IS +51 I 1 0 - 5 I 9 �i AND EXISTING UTILITY MAINS AS SPECIFIED ON PLANS. EXCEPT _ S.28THAVE III-}I--- FOR STORM SEWER MAINS.S I. T - - - -. _-�_ ---- - ---- -- ------- ----- -�11 �I __- _- -MAINTAIN --�_ _ _�= 'MIN. 10' - � - � � - ' � II II S. 30TH AVE SEWER SERVICES ,�, CHfl15 III 1 SEPARATION I STATION L R LENGTH FT SIZE DEEP o ' 1 I III f STA. 0+85.65 STA. 2+15.31 STA. 3+53.74 FII 0+65.00 L 38.0' 4" Y F.S. CROSSING F.S. CROSSING IIIII 0+67.62 R 38.0' 4" Y <,CeNSEo 7/ STA. 3+10.12 I F.S. CROSSING ,1, m STA 0+23.00 W.S. CROSSING 1 r' I 1+30.00 L 38.0' 4° Y REMOVE EXT'G END CAP AND STA. 4+45.29 III II STA. 0+82.65 STA. 2+12.31 STA. 3+50.74 1+32.62 R 38.0' 4" Y CONNECT TO EXT'G 8" SDR35 STA. 2+45.12 INSTALL 48" SSMH 8 W.S. CROSSING W.S. CROSSING W.S. CROSSING II 1+95.00 38.0' 4" Y W.S. CROSSING �# i fT PVC STUB I III 1 STA. 0+00.00 III II ~�11 I 1+97.62 R 38.0' 4" Y LOT 6 LOT 5+ZK. 4 LOT 3 LOT 2 LOT fl 1. EXT'G 48" SSMH #9 II II 2+50.00 L 38.0' 4" Y DRAWN BY:JLS LOT 6 B)T S 7 BL T 3 LOT 2 BL T I .a III I 2+62.62 R 38.0' 4" Y REVIEWED BY:CGB QLKqTlf-0 I LOT 8 I 3+25.00 L 38.0' 4" Y BLK.15 I II FII I 3+27.62 R 38.0' 4" Y PROJECT ENGINEER:CGB STA. 0+00.00 I III W 1I I I II W 4+00.610 R 38.0' Y DESIGNED BY: CGB m I EXT'G 48" SSMH #6 �I �W II _ _ . . - . . - . . - . , - _ IIw� L . . - 1 I -- -I `_-"!- S 28TH AVE SEWER SERVICES- - - I wV --- STATION L R LENGTH FT SIZE DEEP II 0+69.13 L 38.0' 4" Y -- -- -- 1+07.34 R 38.0' 6" -_-_- - - _ - - _ _ _ _ � -_.__----_ 1+38.24 L 38.0' 4" �- {I- J 2+07.35 L 38.0' -4" Y (� 2+65.34 R 38.0' 6" Y "y 2+76.46 L 38.0' 4" Y S.301h AVENUE SANITARY SEWER MAIN PLAN S.28flh AVENUE SANITARY SEWER MAIN PLAN 3+45.51 L 38.0' 4" Y HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' 4+06.26 R 38.0' Y a b 4990 4990 4990 4990 nq o � N p d0- I�O 4980 = tO 4980 4980 = ^ m 4980 _ STA. 0+00.00 N v� STA. 4+45.29, 48" SSMH #8__ -N W �ffj P, EXT'G EXT'G 48" SSMH #6 - RIM 4954.65_ -RIM 4961.65 0 ~ 4970 FINISHED GRADE AT a INV IN 49 ..67(S) - 4970 4970 STA. 0+00.00 # N 4970 - SEWER MAIN rid EXT'G 48" SSMH 9 vi r� o N r _RIM 4961.63 N°� a - v> �.- SEWER SERVICE +'� � -FINISHED GRADE AT EXT'G GRADE N a z e (n•P) N a z C, SEWER MAIN d z UTILITY N z a EXT'G GRADE +n _ y� 4960 - _ _ I�-- CONDUITS 4960 4960 - _ a 4960 E CROSSING N -EXT'G 8" - - EXT'G 8" - -SDR35 STUB 8" S5R35'PVC_ SDR35 STUB_-- -8' SDR35 PVC--- . ..S-1.34% L-198 LF -- _ - --- - _ 8" SDR35 PVC 0� S 1.96% __Z_ L-200 LF - 8=a-343d 1.35%- - _ L=219 4950 4950 5= 1.90 _8 LSDR35 PVC 4950 4950 ch m - - _-- LF % 191 LF _ EXT'G 8" ¢mm z m N Z o N c�a -- =j'z''99-'r 7.25%_ z _ 'p Z Lq-0 0,n - S=},tJ.3g6. � __- SDR35 STUB- aN0 �N� ^zh ^U'O - _ NON_�NN 1.88% 0Za +Za mtnv� incnrn -Nzo �C7M +oMIArn_mrnn "?zn_Mp� +prn am-t omm �z�n 0ma +orn zN tD �yz Qp> `-L:a Noa -0rn nN� _ao>_o0a +orn �N� 0WI zro .I ® n %D 4940 m N cn z ¢ > p M d' +O rn 4940 4940 vi z- > a-+o°' u�cn a +No 4940 I7 d e ?i NVI Z- Q > U M�a Z I, FVIZ U Nma +prn rcnz ¢ > c> z� 3 -crl" ra- z ap> M=a "'curia I II Nyz ¢Nz �¢ NJiZg> 4 CONNECT TO EXT'G 3 3 ¢ CONNECT TO EXT'G LL z y-- L_ ¢ A w- 8" SDR35 PVC STUB -- 00 8" SDR35 PVC STUB �^ INV. t�r9�i-29.4951.10 SEWER SERVICE (TYP) 4930 4930 „", 4930 4930 CONNECT TO EXT'G INV. -:�--�=�4951.27 VERIFY PRIOR TO V VERIFY PRIOR TO CONSTRUCTION 8" SDR35 PVC STUB I V CONSTRUCTION TOP OF PIPE TOP OF PIPE INV. t�+o-"^4'."84943.44 VERIFY PRIOR TO FINISHED GRADE EL. SEWERiN�fER�-EE HNISHED GRADE EL. SEWER a Y�ERT-EdN E CONSTRUCTION- 4920 - 4920 4920 4920 I I I �J I �I i' I I I " 0 a a s a O MN O . m Lo IN m m a m rn o o w o r� m 0 o o m m 00 s � a a 'v � v°'• a '� a s � d°'' v a 'v a 'a a d°'' a 'a°'• a � a � a � a a a - - �! [� 0+00 1+00 2+00 3+00 4+00 4+50 0+00 1+00 2+00 3+00 4+00 4+60 N ^ �I � :iHEi:'T S.30ah AVENUE SANITARY SEWER MAIN PROFILE S.28¢h AVENUE SANITARY SEWER MAIN PROFILE SHEET MAP C "3 HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 10' VERT. SCALE: 1" = 10' GRAN CIELO SEWER MAIN �p1 PROJECT: 17-130 DATE: 11-18-21 i I III N N N N N U'1 I I I I Q N N N 00 III I I III \ I I III I I II O O O O O I II 11 `* III STA. 6+32.36 I I III I' II m w• III SCALE a" CAP AND I SCALES I III a o o o gg W: BLOW-OFF ASSEMBLY I PI I W� III s ios 0so 1 1 I I a III III I inch=0 50 FEET STA. 6+22.16 I 1 inch- 59 FEET sw I III ? STA. 2+76.20, 9.5' LT 1f i III HYD. ASSEMBLY. 8"x8" TEE I III cn:n III STA. 3+14.69, 9.5' RT 11 o 0 STA. 2+62.71 STA. 5+76.07, 9.5' LT I STA. 5+75.56 DI HYD. ASSEMBLY 8" DI CLASS 51 II N U co m III 8"x8" TEE + HYD. ASSEMBLY STORM SEWER CROSSING WATER MAIN III II z p w w J II ® ®^ � II o � pa m�� _�R �n - - - - - - - - - - - - - - - - - - - - - - w o o -------------------------- - ---------- ------------------- --- �_ �I -III ar W 0+00- W 1+00 W 2+00 __ W 3+OO-Lp 4+00 W 5+00 W 6+00 6+45 IW 6iW 6+00 W 5+00-- - W 4+00 ,W 3+00- W 2+00 W 1+00-- W 0+00 =-' � �I N N U V H- n W t W -�W - W +-W W IW - 1-W +--W -i--W II - - S.29T11 AVE - - - - - - . - - Y4 W -�W - APEX DRIVE W I W�W -hY -�-W �-W �-W "5 N Z N N m L1 00 �� m it N III sXzz _ o III L IIII I w000N \ / ---------------- --- 1i U U 6 �- - - -8"x6A HYD. _----_- _ Ilk - ---_--_�T-- - __ _ -/i��_ p o: 54 T STA. 0+00.00 BTAG ATE 7VALVE STA. 3+81.16 T STA 0+?0100^ II 10( Z = N M a II I __ _ __ _ - - _ 1 II III 'I I I 8 GATE VALVE L I 8"x8"TEE I \ III I I 'I 11 STA. 2+62.70 8" DI CLASS 51 STA. 5+76.07 STA. 3+14.69 REMOVE EXT'G 8" CAP\ 1� N II II III WATER MAIN 8�x6° HYD. TEE J� 8"x6" HYD. TEE INSTALL 8" GATE VALVE Q AND BLOW-OFF ASSEMBLY' II 8" CAP AND STA. 6+19.58 BLOW-OFF ASSEMBLY I "` 1 3 8"x8" TEE STA. 5+81.15 ^ III :III STA. 3+81.16 pl III CHRIS C. II fll III I I ® � 8" GATE VALVE I /�/ 8" CAP AND 1J * e ss I I V 11 IIII off^oYd ^oF Y BLOW-OFF ASSEMBLY \ COMMON E OPEN III 3 x / I I II I I STA. 4+89.50 F - I / J! N II II III I I I 1.5" IRRIGATION WATER SVC I III I I I L=56 LF, W/ VAULT /� II IIII' I I (SEE DTL) \\\DUI E III III dd d I N DRAWN BY: JLS III I I III LOT 1 LOT 3 i REVIEWED BY:CGB II II LOT 2 I LOT 1 -I I III 'I I ! // / I PROJECT ENGINEER:CGB BLK.14 ELK fl4 // I II III III ELK.14 I I ELK.14 DESIGNED BY: CGB S 29TH AVE WATER MAIN PLAN APEX DRIVE WATER MAIN PLAN HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' _ C� 4970 4970 4970 4970 k� STA. 2+76.20-4950.83 > 44 HYD. ASSEMBLY STA. 5+76.07 a BURY LINE HYD. ASSEMBLY 4944.98 8.0' BURY DEPTH- BURY LINE-084Fi9 4960 ® �d 4960 ARROW BOLT ELEV.= 4952.96 8.0' BURY DEPTH 4960 4960 BEGIN TRACER WIRE FINISHED GRADE AT STA. 3+14.69- WATER MAIN -ARROW BOLT ELEV.= 4947.05+- STA. 5+32.36 STA. 5+75.56 HYD. ASSEMBLY SEE#14 DETAINGAIL TRACER WIRE_ - -8" CAP AND STORM SEWER CROSSING-BURY LINE�4.,•='8,4945.32 FINISHED GRADE AT ' _SEE DETAIL 7/C6.1 EXT'G GRADE -BLOW-OFF ASSEMBLY 7.5' BURY DEPTH WATER MAIN #14 AWG TRACER WIRE _INV. 4936-634936,34 - -SEE DETAIL 7/C6.1 4950 - _ END TRACER WIRE 4950 4950 END TRACER WIRE-ARROW BOLT ELEV.- 4947.24 4950 b - 8" DI CLASS 51 EXT'G GRADE WATER MAIN _ "2+627. 4940 S4943.00 - -- 4940 4940 - - - ----- - --- ---- - ------- ---- -- - 4940 ®8"x8" TEE - --- ----r---- ---- ---- k� STA. 0+00.00 - INV. __ t STA. 0+00.00 8" GATE VALVE- 'STA. 2+76.20 4 ^"-,T,^,�Fr STA: 5+76.07 STA. 3+81.1 6 STA. 3+14.69 •z REMOVE EXT'G 8" CAP !� INV. 49�48.68 8"x6" HYD TEE RAI. 4949.8� 8"x6" HYD TEE- - r � 4930 4948.79 INV.494ZA-7 4936.80 INV. 4930 4930 STA. 5+78.54 4 8'x8" TEE g"x6" HYD. TEE AND BLOW-OFF ASSEMBLY 4g30 a� 4942.57 8" DI CLASS 51- INV. 49A VALVE.364936.41 INV. 49493835 INV. 937.76 m m INSTALL 8" GATE"VALVE WATER MAIN STA. 5+81.15 STA. 6+22.16 09 4937.76 ° INV. 9 8"x8' TEE _ ----.....-- 8" GATE VALVE STA. 6+19.58--_ _ 4939:69 INV. 49✓%i3 INV. +^36.4r a�A FINISHED GRADE EL WATER MAIN INVERT EL 8"x8" TEE FINISHED GRADE EL._ WATER MAIN HdHC�tF EL. k� 4920 TOP OF PIPE 4936.76 492044 INV. 4�36.42. 44 TOP OF PIPE 4920 4920 N O M m N m r M M d' O 02 O M N Iq 7 •DJ M 0 IN � � •t 00 a � � < � � a m m m rn W Obi Obi rn rn m rn rn m m m m OMi m rn rn m m rn rn T rn 0) W O: rn W Ol rn rn O] O) Ol m O: m O I rn 0+00 1+00 2+00 Y 3+0Y0 4+00 5+00 6+00 6+45 6+25 6+00 5+00 4+00 3+00 2+00 1+00 0+00 M S.29TH AVE WATER MAIN]PROFILE APEX DRIVE WATER MAIN PROFILE � W HORZ. SCALE: 1 = 50' HORZ. SCALE: 1" = 50' k+ VERT. SCALE: 1" = 10' VERT. SCALE: 1" = 10' APEX DRIVE , ^z P vi o z O NOTES: 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS �BV I77l- 3 z O N O WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT BENNETTBLVD I-II-� �� rl G� O FOR DEAD ENDS LINES. - _ _. I,I ' cn W 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN h I �P11 F'I s 30 OF 8" DEAD ENDS. \ "� m � 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN o STANDARDS WITH CLEAN NATIVE BACKFILL - F m � 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH M SHEETv PIPE. C4"® - GRAN CIELO i SHEET MAP WATER MAIN PROJECT: 17-130 7V DATE: 11-18-21 w N N N N M d O7 O O O O STA. 0+00.00 III III SCALE I BLOW OFF ASSEMBLY 8" DI CLASS 518" CAP AND STA. 0+87.70 WATER MAIN STA. 6+17.73 STORM SEWER CROSSING REMOVE EXT'G CAP AND STA. 3+80.84 8"x8" CROSS BLOW-OFF ASSEMBLY l inch= 50 FEET STA. 1+11.01 CONNECT TO EXT'G 8" PIPE III cn III I I z 8"x8" CROSS WITH 8' GATE VALVE vi w ,I I STA. 3+61.76 j1 3 0 z _ _ --- -- STA. 1+51.96 8" GATE VALVE - - - STA. 4+21.84- - - -- --- -- o 8" GATE VALVE 8" GATE VALVE '� = - -=--= --- J+ I- z > ----- ---------- ----------- -- ---- ----- ------ - W 0 00• 1+0 W 2+00 -L3 W 3+00 -W 4+00 W 5+00 W 6+00 / \ 1---___ 0 z W -I w W -W �W tW w -W -WI-W ww� o i S S S S S s BENNETTBLVD - S S ;II S IIII - a ~ n N U F Z D O O �J -- --------------------- -- ----- O O N w L) U Q j I j o _f_, Z .-N Ma pp COMMON OP E I I LOT 1 LOT 12 ; W I' I LOT 1 BLK.7 I LOT 12 I � r' I ry BLK.3 BLK.3 WW BLK.7 II I SPACE A 9 o T p i CHRIS LOT 2 I ff] I I o.1 825 PE LOT 11 LOT 2 LOT 11 II, W yr l I BLK.3 BLK.3 I hiF I BLK.7 I BLK.7 I w 1 I CENSco II � II II IIII IIII - , - NN - - II - 11 - - + - - - 3 II + ;I - -� II II DRAWN BY: JLS W L 1 -I I W tL LOT 3 LOT 10BLK 3 3 W§ REVIEWED BY:CGB LOT 3 LOT 10BLK.7 BLK.7 PROJECT ENGINEER:CGB 1 I - . DESIGNED BY: CGB BENNETT BLVD WATER MAIN]PLAN HORZ. SCALE: 1" - 50' �y 4970 4970 b #14 AWG TRACER WIRE PH STA. 0+87.70 SEE DETAIL 7/C6.1 n STORM SEWER CROSSING- ��FINISHEAT- WATEROMAIN 8' DI CLASS 51PH 4960 WATER MAIN 4960 BEGIN I�EXT'G GRADE k� _. ..- TRACER WIRE END TRACER WIRE - b 4950 - - - - z 4950 - Fi Lj VTA4+21.84 4940 STA, 1+51.96 STA. 3+61.76 8" GATE VALVE 4940 8" GATE VALVE 8" GATE VALVE INV.-4917.28 INV. 484bz46 INV. 1"6-8: 1 4947.17 P4 4945.05 4946.81 -STA. 3+80.84 STA. 5+17.73 STA. 1+11.01- 8"x8" CROSS CONNECT TO EXT'G 8" PIPE � STA. 0+00.00 8"x8" CROSS- INV. ""�40,0^: WITH 8" GATE VALVE 4930 8" CAP AND -INV. 4945:BE 4947.13 INV. 4948.50 4948.51 4930 -BLOW-OFF ASSEMBLY- 4944.49 VERIFY PRIOR TO CONSTRUCTION -INV. 4945.55 445'55- TOP OF PIPE 9 p� FINISHED GRADE EL WATER MAIN INVERT EL 4920 4920 4d N V a � � a a 'Q u7 a N V'Ln In a V1 . a a a a 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50 �d z BENNETT BLVD WATER MAIN PROFILE44 W HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 10' i�� APEX DRIVE y, vvp--aa � 00 NOTES: ��6 -- II_ �I I v II 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS FITTINGS �-------- u _ ' z o WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT LC BENNETT BLVDI�,� C N FOR DEAD ENDS LINES. g -all, VI �r W oap 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN II 30' OF 8" DEAD ENDS.3. NSTADARDISLWITH CLEANTNATIVE BACKTRENCH PER ILLITY OF BOZEMAN 44. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTHPIPE, vi� I / SHEET8 C4.1 � h ` 4.1 u GRAN CIELO SHEET MAP � WATER MAIN PROJECT: 17-130 �j �� 71 DATE: 11-18-21 N\N\ 0 0 0 0 } I m SCALE i a 'I ¢J o o T _s w ioo TT _ ems IFTIBLYL9�BLOK.A ELK.1 �BOK.1 �®K.1 BLK.1 fl3LK.1 �ELK.1 �LOT1 D - - - Z LO 1 inch= SO FEET a III I I BLK 1 �.' II II STA. 3+58.76 SEWER.SERVICE (TYP) STA: 6+33.57 I Q-1 E o z III I 1 II I STORM ISEWER CROSSING I I STORM SEWER CROSSING WU N z 5 II II TYPE K COPPER STA. 5+20.24 W III o o II FII I II STA. 3+22.86, 9.5' LT I WATER SERVICE (TYP) 1.5" IRRIGATION WATER SVC. STA. 7+50.34,, 9.5 LT III W cFi o IIII I HYD. ASSEMBLY I L-34 LF, W/ VAULT HYD. SSEMBLY pa E a F II= I L _ (SEE DTL) - . _ _ I Z z =J ----------- - ----_ - ti ------ - - - - - - - WATER SERVICES ---- W 0+00-- W 1+00 =W 2+00- - _-L4= - ------ -- ---------- o o Z I W 3+00 W 4+00 -W 5+00�- W 6+00- W 7+00 W 8+00 t�W 8+25 S Z m STATION SIZE LF L R W I W - W W I W I W t -�- � ooa S S S $ S.31ST AVE S S S S S I S 0+28.86 1" WATER 27 L 0+98.74 1" WATER 27 L 49 - �- ---------- - - ------ -------- --- -- -tee-- -_-- 50 ------- �I I 1+00.36 1" WATER 49 R -yam-- - r ---- =.1�- •-! . .- ---- 1 - - - 1+63.86 1" WATER 27 L l N 1+65.36 49 R I �I I� I STA. 0+00.00 STA. 3+22.88 STA. 7+50.34 2+28.86 1" WATER 27 L REMOVE EXT'G CAP & STA. 3+27.77 STA. T. BEND III R+ III' 8"X6" HYD TEE 8" GATE VALVE 8' 22.5' VERT. BEND I I 8"x6" HYD. TEE III III G 2+30.36 1" WATER 49 R R' 1 BLOW-OFF ASSEMBLY MJxMJ2+93.86 1" WATER 27 L II3E IIII INSTALL 8" GATE VALVE II STA. 7+55. F 8° GATE VALVE I2+95.36 1" WATER 49 RLOT 5 LOT 4 LOT 3 LOT 2 LOT 1 I STA. 5+65.71 w3+89.05 1" WATER 27 L I W II STA. 7+95.62�" BLK.4 ELK.4 fl$LK.4 BLK.4 ELK.4 8" 22.5' VERT. BEND 3+90.36 1" WATER 49 R I I, L . ..- . . _ . . _ _ . . _ . . _ . . _ . . _ _ . . _ I MJxMJ 8"x8" CROSS III 3E 4+52.74 1" WATER 27 L JI I Imo- . - �_ - I- - - LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 4+55.36 1,. WATER 49 R ------------------------------- 5+17.74 1" WATER 27 L IIII IIII EII'K 3 BLK 3 BLK.3 BLK 3 ELK 3 B 1K 3 III - - -- - - I ' II DRAWN BY: JLS 5+20.36 1" WATER 49 R ------_--------- 5+82.74 1" WATER 27 L II T - STA. I _�_- SBA AP AND III REVIEWED BY:CGB 5+85.36 ill WATER 49 R I ' ' 6+20.24 1.5" IRR. 34 L N �Ij I I ! o I I BLOW-OFF ASSEMBLY III III PROJECT ENGINEER:CGB 6+50.36 1" WATER 49 R - N I DESIGNED BY: CGB 7+19.31 1" WATER 1 49 R III I III III I I I III III III S 31ST AVE WATER MAIN PLAN HORZ. SCALE: 1" = 50' Fd vb11 �M 4980 BEGIN TRACER WIRE STA. 3+22.86 FINISHED GRADE AT 4980 HYD. ASSEMBLY -WATER MAIN #14 AWG TRACER WIRE BURY LINE g966.66 4960.65 EXT'GJGRADE SEE DETAIL 7/C6.1 8.0' BURY DEPTH- PH 44 ARROW BOLT ELEV.- 4962.79 STA. 7+50.34 ° a� 4970 STA, 3+58.76 HYD. ASSEMBLY STORM SEWER CROSSING 4970 STA. 1+82.86 BURY LINE "�49'4953.29 STA. 2+47.86 SEWER SERVICE- SEWER SERVICE - -STA. 4+05.24 - 8.0' BURY DEPTH- CROSSING-_ SEWER SERVICE CROSSING CROSSING- - - -I -ARROW BOLT ELEV.= 4955.46- _ -STA. 4+70.24 -STA, 6+33.57 Do 4960 - - SEWER SERVICE_STORM SEWER 4960 CROSSING CROSSING-STA. 6+00.24- b1 _- ~_SEWER SERVICE- _ -I CROSSING END TRACER WIRE 4950 STA. 0+52.86 PROPOSED =_- - ___ - -_ --- --- 4950 Dq SEWER SERVICE" SEWER MAIN -- STA. 3+27.77 - ---- - -------- --� CROSSING - --8" GATE VALVE STA. 5+35.24 WATER MAIN 0 PROPOSED 8" CLASS 51 --INV. "mot 4952.59 SEWER SERVICE CROSSING STA. 7+50.34 STA. 3+22.T - 8"x6" HYD. TEE 4940 b 4940 STA. 0+00.00 8' , HYD.c EE STA. 5+56.77 INV. ,v r l REMOVE EXT'G CAP & INV. "- �4952.65- i96 � 8" 22.5' VERT. BEND- - 4944.98 I� BLOWOFF ASSEMBLY _ STA. 3+12.86 STA. -SEWER SERVICE MJxMJ STA. 7+55.39_ 8" GATE VALVE STA. 1+17.86 INV.�i948c&�- 8" GATE VALVE 8"x8" CROSS INV.-4958-+89 SEWER.SERVICE- CROSSING -INV.494&..&&- _ 4930 CROSSING 4948.58 INV. 4g46.05 4958.22 TYPE K COPPER STA. 5+65.71 4944.85 4930 TOP OF PIPE WATER SERVICES 8" 22.5' VERT. BEND - STA. 8+05.41 WATER MAIN-4NaFFR-F EL (jyP) MJxMJ 8" CAP AND BLOW-OFF FINISHED GRADE EL INV. 44-6-'r'r ASSEMBLY 4946.42 INV.Tglq.9.r 4920 4945.00 4920 rna -a arna0 a rna a crnaO rna .rna rna rna a rna °a' `a� v°rn�i uNmi iim urn� ^ma 0rna Omu ww mv mv ii m ui 0 0 vui u � arn 'arn 0 rna4 N a 'am arn 'rna rna 'arn arn vrn en 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+25 , S.31ST AVE WATER MAIN PROFILE HORZ. SCALE: 1" = 50' APEX I H VERT. SCALE: 1" = 10' II b a J III L / a >1 NOTES: pv II a 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS INC WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR DEAD ENDS LINES. I VI sill �I' YII° y 6 U nn 2: INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 30 OF 8" DEAD ENDS. 11. N 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL IMF 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH PIPE. v1 I SHEET C4"2 v 19 I I �� ,`� I GRAN CIIELO SHEET MAP WATER MAIN AS B I T o PROJECT: 7-130 II IL JI g DATE: 1 1-18-21 - I .1-1. SCALE I ' I I I I I III � III � I ,I I I I I I I IIIII II�� IIII m Md (ON SCALE J I it SCALE IIII III II IIII o � oo� � � -= IIII. II III - - - - - IIII iiW ill W LOT+ LOT 7 LOT 8 LOT 9 LOT 1® I I II III z 1 inch= 50 FEET W I inch= 50 FEET w I- +, BLLOYTs O1� I _OTTO OTTl L-0T I . �� +L 0K.3 m BLK.AO BLK.AOBLK.1® BLK 1® BLK.Il® II I NN BLK. 3 BLK., BLK.3 BLK.3 BLK.3 W I IIII IIII II I o z z �) I STA. 4+16.18 E III STA. 3+80.25, 9.5' LT 1 it Ii N g jg 1 I I I BEND III I N HYD. ASSEMBLY 8" VERT. 45 I IIIIIIII IIIIIII gN MJXMJ STA. 3+45.44 xay F SEWER SERVICE (TYP) 1.5" IRRIGATION WATER SVC �N FU z z TYPE K COPPER STA. 4+10.78 L=34 LF, W/ VAULT AT MJXMJ (SEE DTL) z zWER SERVICE (TYP) SEWER SERVICE (TYP) 8" VERT. 45' BEND o zsGU - - - - ._ II III n Ncnm J L - - STA. 3+90.46, 6.5' LT . J w o 0 o N HYD. ASSEMBLY - w _- -------- -- - -r-r-----® III --- W 0+00= W 1+00: -W 2+00-L6 -W 3+00-- 3+96 --WW 2+00 W 3+00 I W 4+60 - W W -W W -�•I W W W --F'W IW III o N M a in �W S W I-W ' W t W I W ��'W IW I S.28TH AVE - II z S S - S.30TH AVE, I SI S W s III'0 a= - _ - �- -v-- - -�- - - �- _ail __--- - _ - --- --_ ------------- - STA. 4+45.65 - - - - - - �� - I -- -- �"� S 28THAVE FIRE WATER SERVICES e� q en y �- � '1`= � 8'� CAP AND S. 30TH AVE WATER SERVICES �I. , � - � - , AV - - ��fff...... BLOW-OFF STA. 3+80.25 II III STATION SIZE LF L R * teals c.r STA. 3+90.46 ' STATION SIZE LF L R 8"x6" HYD. TEE II ASSEMBLY 0+27.96 1" WATER 27 L II II 0+29.59 1" WATER 27 L STA. 0+00.00 8"x6" HYD. TEE f e STA. 0+00.00 I III f 0+29.27 1" WATER 49 R CONNECT TO EXT'G HYD TEE I ! STA. 4+36.84 W - II II REMOVE EXT'G CAP & 111 I 0+92.96 1" WATER 27 L a 1.5" TYPE K COPPER I E0 v .BLOW-OFF ASSEMBLY. STA. 3+95.71 8"x8° CROSS I STA. 3+95.25 II 0+98.71 1" WATER 27 L D' 0+57.96 1 WATER 49 R �] WATER SERVICE (TYP.) B" GATE VALVE IIII AL W INSTALL 8" GATE VALVE 8" GATE VALVE STA. 4+35.82 1+57.96 1" WATER 27 L 'ti II 1+08.94 1.5" WATER 49 R \ 8" VERT. 45' BEND 1+60.58 1" WATER 49 R I I II T *II 1+67.82 1" WATER 27 L III I V MJXMJ _ 2+22.96 1" WATER 27 L DRAWN BY: LOT 6 JLS 2+25.58 1" WATER 49 R „ N BLK.7 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 BLK7 BLK.7 BLK.7 BLK.7 BLK.7 I STA, 4+30.95 2+87.96 1" WATER 27 L 2+32.94 1.5" WATER 49 R REVIEWED BY:CGB 8' VERT. 45' BEND 2+90.58 -1 WAT R 49 R - 2+36.93 1" WATER 27 L - - - - - MJXMJ LOT 6 LOT 7 LOT 8 3+06.04 1° WATER 27 L PROJECT ENGINEER:CGB 3+57.96 1" WATER 27 L BLK 15 BLK.15 BLK.15 i I i I E Ili 3+59.57 1" WATER _49 R DESIGNED BY: CGB S 30TH[AVE WATER MAIN PLANT S 28TH AVE WATER MAIN PLAN 3+45.44 1.5" IRR. 34 L 3+81.26 1.5" WATER 49 R HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' b 4980 4980 vb 4980 STA. 3+90.46 4980 STA. 0+00 _ STA. 3+95.60 BEGIN TRACER WIRE HYD. ASSEMBLY EXT'G FIRE 4 TYPE K COPPER HYD, ASSEMBLY BURY LINE q955.88 HYDRANT BURY LINE '•+moo-mot-- #14 AWG TRACER WIRE WATER SERVICES FrT+d+ 8,0' BURY DEPTH- TYP 8.5' BURY DEPTH-- k� SEE DETAIL 7/C6.1 i 4954.99- 4970 (TYP) 4955.33 4970 I 4970 ARROW BOLT ELEV.= 4957.12 4970 FI TEREMAGNRADE AT ARROW BOLT ELEV.- 4957.67 FINISHED GRADE AT STA. 1+75.46 WATER MAIN -SEWER SERVICE CROSSING _ EXT'G GRADE_ _ 8" DI CLASS 51-_ EXT'G GRADE- WATER MAIN STA. R SERVICE 4960 - _ /� 4960 4960 SEWER SERVICE 4960 - _ �^--�'/4� � � -CROSSING STA. 4+45.65 PROPOSED _ _ b N -8" CAP AND BLOW-OFF -SEWER MAIN- - -- (p] �a ASSEMBLY - _ 3+95.25 END TRACER WIRE- _ _ INV. q9 q 6.8B 4946.86 _ 4950 -__ 7�SEWER 4950 4950 - -- _ ---- - - 4950 REMOVE EXTG CAP- - BLOWOFF ASEMBLY A. 1+18.24 _ -- ---- CONNECT TO EXT'G. . SERVICE-STA. 0+45.46STA. 3+05.46 STA. 3+90.46 STA. 0+49.13 MAIN _ 8"x8' CROSS !�EEWER OSSING SEWER SERVICE SEWER SERVICE 8'x6' HYD.TEE_ SEWER SERVICE 8" GATE VALVE INV. 4946.84 4946.13 4940 4940 CROSSING INV. 4946,e CROSSING INV.-49464S 4946.60 0 4940 CROSSING TYPE K COPPER 4947.03 4940 STA. 3+80.25 VERIFY PRIOR -WATER SERVICES STA. 3+95.71 --Zo STA. 0+00.00 8"x6" HYD. TEE TO CONSTRUCTION STA. 4+35.82 STA. 3+25.51- INV. 4947.92-4946.83 r-STA. 0+00.00 (TYP) 8" GATE VALVE- CONNECT TO EXT'G - 8" GATE VALVE - a 8" VERT. 45' BEND SEWER SERVICE- aid INV. 8"x6" HYD. TEE -INV. ' STA. SERVICE 4946.96- INV. 4946:844946.17 4930 INV. 'r�6 4953.63 STA. 1+87.35- STA. 2+56.46 CROSSING- 4930 SEWER SERVICE - STA. 4+10.78 N VERIFY INVERT PRIOR SEWER SERVICESEWER SERVICE 4930 4953.01 4930 CROSSING 8" VERT. 45' BEND CROSSING TO CONSTRUCTION CROSSING INV. #94G8&_ ETA, 4+30.95 ��"'^"'� TOP OF PIPE 494+16. IN VERT. 45' BEND o�\Q TOP OF PIPE STA. 4+16.18- INV. FINISHED GRADE EL --WATER MAIN+N-VERT EL FINISHED GRADE EL WATER MAIN iHYERT EL 8" VERT. 45- BEND 4943.44 4920 4920 4920 INV. ^A�9 4943.45 4920 rn N rn e ao n rn m J_N OmO N r M M d' V7 N O� h N CO M N < h O O M m (V rn rn rn 0+00 1+00 2+00 3+00 4+00 4 0+00 1+00. 2+00 3+00 4+00 4+75 S.30TH AVE WATER MAIN PROFILE S.28TH AVE WATER MAIN PROFILE �j w HORZ. SCALE: 1" = 50' HORZ, SCALE: 1" = 50' VERT. SCALE: 1" = 10' ALL FITTINGS SHALL VERT. SCALE: 1" = 10' I ono }, A MECHANICAL JOINT WITH 3/44"" APEXIIDRIlVE I a nr1 WATER VALVE TIE RODS IN EVERY OTHER-7I F °D AVAILABLE BOLT HOLE. �p WATER MAIN 4 II > SEWER MAIN --7r NOTES: p tl 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS r- r7�i R ! WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT #4 REBAR ANCHOR _ BACKFILL WITH BENNETT ;BLVD= =r_ 1 FOR DEAD ENDS LINES. BEDDING MATERIAL RODS WITH BITUMINOUS p _ 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN COATING (TYP.) 18 MIN f B G I x I I I x 30 OF B° DEAD ENDS. CONCRETE THRUST BLOCK N 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN (SIZE DETERMINED BY �� I ! I ai I 3 00 STANDARDS WITH CLEAN NATIVE BACKFILL ENGINEER) rJ= '- T M �h�'4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH CONCRETE THRUST BLOCK 1 y PIPE. (AS PER MPW STANDARD rri � �-c SHEETNOTES DRAWING 02660-1) (,i �I „ (N o C4"3 1. POLYETHYLENE ENCASEMENT ON ALL DUCTILE IRON PIPE AND FITTINGS AS SPECIFIED. " 2. "MEGALUG" OR "UNI-FLANGE" JOINT RESTRAINTS MAY BE SUBSTITUTED FOR TIE RODS THRUST BLOCKS. GRAN CIIELO 3. ROMAC "DUCTILE LUGS" OR APPROVED EQUAL MAY BE USED TO FACILITATE THE ROD INSTALLATION. SHEET MAP WATER MAIN DETAIL o PROJECT: 17-130 C4.3 WATER MAIN CROSSING BELOW SEWER MAIN [LT _ DATE: 11-18-21 C.O.B. STD. DWG. NO 02660-11 i N N N N W 0000 II �� Ic II II I i LOT 8 I E i1 I II III m II II 1 1 I I I BLK.15 a o o II u ss SCALE - - - I I ILL EXT'G 12" DI WATER MAIN l W p S. 27TH AVE FIRE WATER SERVICES_ STATION SIZE LF L R wl inch= SO FEET - �I W h ------------------ ---------' / _ _ I I 0+2243 1" WATER 42 L U Ir�- SO S S S 5 S S _ - _ = �_ _ 0+52.37 1" WATER 42 L p o -- -----------------------_--_ s _ - - - 0+97.42 1" WATER 42 L o II II I I�T T LOB _LOT 6 I _�LOT 7 T V) z 5 II x II 15 BLK.15 BLK,15 BLK.15 BLK.15 BLK•11 BLK.15 W 7+00 Li 1 W S+0 1+32.41 1"WATER 42 L g fix. / W -W S.27TH AVE 1+74.89 1" WATER 42 L06 II II 6+00 z w 5 W - --- --= 2+44.01 1"WATER 42 L 0� 0-�y: F II ii ii II I /� W- - _ g+00 410 f 3+25.82 1" WATER 43.3 L V Z j I 5+37.61 2" WATER 48 L C o F 5 II III I I STA. 6+67.66 I 5+39.61 4" FIRE 48 L N N I h II III EXT'G 12" DI WATER MAIN I / 12" 11.25' HORIZ. BEND I N S z I 6+59.19 2" WATER 43.6 L o o Q ' STA. 4+03.16, 20.6' LT MJxMJ- - - - - - - - � - - - 6+61.23 4" FIRE 43.6 L II II I 6" DI HYD. ASSEMBLY - 1 7+96.24 2" WATER 42 L II I INSTALL NEW 12" DI PIPE / b"- _* STA. 4+97.67 I 7+98.24 4" FIRE 42 L z 12" 22.5' HORIZ. BEND STA. 8+04.35 N MJxMJ REMOVE EXT'G BLOW-OFF ASSEMBLY 1 f IZL g AND CONNECT TO EXT'G 12" DI PIPE STA. 4+03.16 WITH 12" GATE VALVE I .� 12"x6" HYD. TEE 3+00 (a, D+00 L7 W 1+00 W 2+00 `ML6 STA. 3+90.18 TRACER WIRE READ. ON ALL PIPE ON 27THS.27TH AVE W W1-WW12" GATE VALVE AVE. FROM CIELO WAY TO BENNETT BLVD. STA. 3+08.14 12" 22.5' HORIZ. BEND I II STA. 0+00.00 / MJxMJ - �-- - � � REMOVE EXT'G BLOW-OFF ASSEMBLEY - - _ DRAWN BY:JLS AND CONNECT TO EXT'G 12" DI PIPE I I I REVIEWED BY:CGB WITH 12" GATE VALVE STA. 2+25.80 12" 11.25' HORIZ. BEND PROJECT ENGINEER:CGB MJxMJ � DESIGNED BY: CGB Ni S 27TH AVE WATER MAIN PLAN HORZ. SCALE: 1" = 50' b k^-d hd 4980 4980 P-I 44 0 FINISHED GRADE AT ® p.1 WATER MAIN 4+STA. 03.16 4970 HYD. ASSEMBLY 4970 " w BURY LINE4962.1599'4962.43 EXT'G GRADE �1 S.D' BURY DEPTH - - ARROW BOLT ELEV.= 4964.59 12" DI CLASS 51 WATER MAIN 4960 - 4960 O -STA. 0+00.00 REMOVE EXT'G CAP & BLOW-OFF ASSEMBLY- -CONNECT CONNECT TO EXT'G 12" PIPE 4950 WITH 12" GATE VALVE STA. 4+03.15 - 4950 INV.-496E).33 12"x6" HYD. TEE STA. 4+97.67 4960.36 STA. 2+25.80 INV. 12" 22.9 HORIZ. BEND STA- 6+67.66 b 12" 11.25' HORIZ. BEND 12" 11.25' INVHORIZ.4BEND 495418 INV. INV. 'ter INV. ""�;i`.T STA. 3+90.18 4952.52 4950.89� rA 4957.11 12" GATE VALVE 4940 INV. 64-2 4954.64 REMOVE EXT'G CAP & BLOW-OFF ASSEMBLY STA 8+04.35- -12" STA. 3+08.14 12" 22.5' HORIZ. BEND TOP OF PIPE �2 WATER MAIN INVERT EL CONNECT TO EXT'G 12" DI PIPE INV. P4 4956.28 WITH 12" GATE VALVE- p FINISHED GRADE EL INV.494849- b-d 4930 4947.75 4930 ci 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+25 M S.27TH AVE WATER MAIN PROFILE HORZ. SCALE: 1" - 50 APEXDRIVE 9 VERT. SCALE: 1" = 10' I I I 3 e� "� (~ 00 __JL_--// -1 r // O NOTES: 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS "�Z N O WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT - ^' EENNETPHLVD o '�' O �D 00 FOR DEAD ENDS LINES. - d II tl �II I� VI ly I I d ® W 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 1 I I I I F 30' OF 8" DEAD ENDS. 'ya 6 NII C �1 \ p 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH PIPE. SHEET 5. TRACER WIRE REQUIRED ON WATER MAIN IN 27TH FROM C4.4 CIELO WAY TO BENNE17 BLVD. GRAN CIELO SHEET MAP WATER MAIN PROJECT: 17-130 ASBUILT 6 DATE: 11-18-21 i 0 N N N O O O O II I I 3oa. oa I II I I I o I I F SCALE XESTINc MOVEI I I w DEAD END o z BARRICADE I II I 0 0 25' 50' 100, �I—�_ SIGNAGE I DTI I I z p w 1"=50' � OU1 � I� ----== V] I NOTES N z APEX DRIVE 1. ALL PAVEMENT MARKINGS SHALL CONFORM N N P:WITH CITY OF 0.r j - --- - I MANUAL ON UNIFORM ATRAFFIC CONTROL N STANDARDS D 0 o �� ---- ---------------------------- DEVICES (MUTCD) STANDARDS. S = z I VI I IIIIIIVIIjjI IIII Q�' N/ / / II I LII I.I I 0p�I�1I 1III /!I II1I 1 II 2. ALL TRANSVERSE MARKINGS, WORDS, SYMBOLS,1 AND 8 ORLARGERANE LINE PAVEMENT FR I II III I SHALL II ll THERMOPLASTIC TAPE (PRMARK). L-H 3 ALL LONGITUDINAL MARKINGS LESS THAN 8" SHALLBE EPDXY. rn Nq CMS .�. 25'PE APEX DRIVE SIGNING& STRIPING PLAN �,Y HORZ. SCALE: 1° = 50' DRAWN BY:JLS pJI I REVIEWED B Y:CGB PROJECT'I III IN DESIGNED EBY: CGB.CGB I I IIII III SCALE 0 25' 50' 100' ••� I I� -- ----- --- ------- -- -- a—--— -t—— M 1"=50' I ---- I I' S 29TH AVE —————— \ i� ------ — po s 7-�z I r = — _-_------------------------------ I�I( 1 RELOCATE RELOCATED II II II I EXISTING I DEAD END BARRICADE DEAD END Ij III BARRICADE I O -3( ) �I II II SIGNAGE q S29th nv< AND W1-6R b Ij II I I I D3-1 (2x) 4 II I I� Is S 29TH AVE SIGNING& � b CGS STRIPING PLAN HORZ. SCALE: 1" = 50' II II I I II III I RELOCATE I I III cri EXISTINGDEAD E I BARRICADE I III I oqy SIGNAGE I I IIII ---------------------------------------------------------------------------------- --'I -=- IIL a � �---------------------------------------------------- a SCALE BENNETT BLVD 0 25' 50' 100, RELOCATED) _ - ----_-fir --------- _ DEAD END � 1—50' BARRICADE AND W1(X6R I III I I III II II ® C� Mn�n Bennettena Bennetteiw I 10 li i t D a I II D3-1 (2x) N I III III D3-1 (2x) i JI — M ��I I IIIi ® iIII II I ii ii I s SHEET C5o0 R GRAN CIE%,® BENNETT IBLVD SIGNING& STRIPING STRIPING PLAN ggg� PROJECT: 17-130 HORZ. SCALE: 1° = 50' 7ASBUIL1 g DATE: 11-18-21 u Q N\N W IIIIIIII I I1IIIIL1I I I J�III�III,IIII I uIIIII __________I _ DEAD END RELOCATE0D BARRICADE OM4-3(X3)p II . II II II _ III zAND WW11-6R NOTES I I - . 1. ALL PAVEMENT MARKINGS SHALL CONFORM A STANDARDS D m3�0o uj WITH CITY OF ooaoujUwaN NMANUAL ON UNIFORM TRAFFCCONTROL DEVICES (MUTCD) STANDARDS. ZZ 2 TRANSVERSE MARKINGS, LGO SYMBOLS, AND 8' ORLARGERAE LINE PAVEMENT oSCALE MARK S0' iD0'1 INGS SHALL BE PREFORMED THERMOPLASTIC TAP (PRE-MARK). - 0o¢oF 0aaF z N50' ----— ____________ 3. ALL LONGITUDINAL MARKINGS LESS THAN 8" ___________________ oSSHALL BE EPDXY. ¢ — --- IF S 31ST AVE r-0� I��I —i t v�1I1Ip II II I11I II IIIIIIIIII I'III'I; rb� lI�IIIIiIIIII II III II III I I III II I --------TI------_I-_---_-_----I-II -------I I --_______ REMOVE ___� II III III 7-T-7 --_ _ it I Iv I I'II'II I1II 'W iIIIII!IIII j II I I it lI ll We*d <,SETV EXISTING DEAD END RELOCATE —IS BARRICADE EXISTING � E SIGNAGE DE END - x) 1 g q5GE o. P E BARRICADE � SIGNAGE DRAWN BY:JLS S 31ST AVE SIGNING& REVIEWED BY:CG B STRIPING PLAN PROJECT ENGINEER :CGB HORZ. SCALE: 1 50' DESIGNED BY: CGB ii (� II II I I I I 11 III II I II IIIII I II I j II' III I II I I I I I y III � � 11 i I I I lii ill 11 it I I I 'I IIIII � '�-+ SCALE I I I I I I I l I II bq III III I I I II II III ° F�0 25' S0' L9D' -I � - SCALES l I uu I I II Q I it 0 25' 50' IUD' - �__ _� - —— —— ——————————— —� PJ _ I I 17 I I I IPPPJJJ ————————— I` H III 1"=50' e II I, S 3OTH AVE III S 28TH AVE �— — ------- __- ------------------ — _ _-- ---------------_- ---------�------------ II II II I I ---- ---I--- ------------ - ------ ----- S 30th a. I II III I REMOVE II m S 2 EXISTING EXISTING REMOVE D3-1 (2x) III om DEAD END BARRICADE DEAD END D3-1 (2x) BARRICADE SIGNAGE Ij I�II II II SIGNAGE III IIII I I Hill li ill I i. �i II IIII. � z I I III III I II I nI Il IIIII � � S 30TH AVE SIGNING& S 28TH AVE SIGNING& STRIPING PLAN STRIPING PLAN HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' - II II IIy . p II L. rl I II ------------------ ------------------- F r— T T I I I ---- ------------------ I(,'r —— - - —�-- I I I111 IIIII - — --� -- — —� AJt� ----� -----scALE 9 25' 50' 100' cz IIIII ® II III "SHARK TEETH" EXISTING STRIPING` N 1"=59' I IIII jl 111 YIELD LINE (TYP) 4" DOUBLE YELLOW REMOVE noel II aW-I IIIpI W11-2 I EPDXY EXISTING EXISTING ��j I I I I�I II V II DEAD END Spq I W16-7P I ��.i'� BARRICADE q SIGNAGE z O IL III " WHITE EPDXYI A _47 ! _ E I� ONj------------ — ' oD z —�-- ---_— _— _— WHITE CURB i EXISTING STRIPING REMOVE DELINEATOR (X2) EXISTING CROSSWALK EXISTING SHEET STRIPING DEAD END 4" DOUBLE YELLOW ��aY BARRICADE EPDXY SIGNAGE 24" YELLOW -- THERMOPLASTIC GrRAN CIIELO (TYP) STRIPING S 27TH AVE SIGNING& STRIPING PLAN PROJECT: 17-130 HORZ. SCALE: 1" = 50' AS BUIU— 1 DATE: 11-18-21 W N\N\ r M D7 SIDEWALK N N� ° ° ROADWAY CURB OF R 18" DIAMOND BLACK PANEL WITH 9 RED m 4, 24 REFLECTORS, 3" MIN. SIZE - NUMBER OF PANELS Z o o AS REQUIRED BY THE DIRECTOR OF PUBLIC 3 a a a O PT °Om-�° ®® SERVICE o o o a DOWEL W17H 24" N0.5 EXPANSI N 1 (TYP') t24 z REBAR, 3 INTO BACK JOINTSOF CURB, 3" CLEAR C o zNO O A 00000' 2% MAX. p 2" PERFORATED SQUARE TUBE POSTZp� oA (TELSPAR OR APPROVED EQUAL) 0 O oMIN 5'000LANDING 5' OR 10' SIDEWALK (T:'P.) ROADWAY GRADE 48 MIN. a F 0 oo0 1:20 MAX. z z oleoeo 24" Min - 0 0 coo 0000o00000 REINFORCE CONCRETE IN RA PS WIT 000000 oa oa O O FIBERMESHAT A RATE IF 1 1M/2 Ibe.Y.Y. o.,o 0 0 00 40 00 OR WITH 6x6x10 GAUGE WIRE MESH DOWEL .SIGN POST .� SEE PLAN FOUNDATION AS PER z a n a al C.O.B. STANDARD 6"THICK ( DRAWING 09810-t STREET MARKER SIGN OR 2" PREFORATED SQUARE TUBE CONCRETE SURFACE to" TYP REGULATORY SIGN POST(14 GAUGE) G"W_ R = 15' OR AS INDICATEDON PLANS ��EXPANSION Flow line SIGN BLANKS SHALL BE CONSTRUCTION GRADE SIGN BLANKS MOUNTED JOINT ALUMINUM, 0.08 INCH THICK, WITH ENGINEER BACK TO BACK ON POST FASTEN POST TO SLEEVE WITH Cie' CHRISRAMPS TO BE CONSTRUCTED WITH DETECTABLE CORNER BOLT(A325) 1 Ni" ABOVE WARNING SURFACES COMPLYING WITH ADAAG, GRADE REFLECTIVE SHEETING FINISH GRACE. INSERT BOLT HEAD COVERING THE ENTIRE WIDTH OF THE RAMPS. STORM DRAIN INLETONE CORNER OF THE DETECTABLE WARNING MUST BE (TYPICAL LOCATION) FROM OPPOSITE SIDE OF EXPECTEDWITHIN 8" OF CUTER FLOW LINE; NO OTHER POINT 1f�1C A 1f1f FINISH IMPACT. INSERT DRIVE RIVET INTO ON THE LEADING EDGE OF THE DETACTABLE WARNING 2 11-d1L3�1'�IL 2' (MIN) GRADEIS' OPPOSITE SIDE. MAY BE MORE THAN 5' FROM THE FLOW LINE. C6.O DEAD END BARRICADE 2" ° 12" 5'-0" 12° C.O.B. STD. DWG. NO. 09810-2 L " TOP OF CURB DRAWN BY:JLS TRANSITION TO NORMAL SIDEWALK- L 4" TRANSITION DISTANCE VARIES. 10' FOR REVIEWED BY:CGB SIDEWALK ' -- '" STREET - 2 Ya" X 30" 12 GAUGE NO LIP 9.5' 2" PERFORATED MARKER SIGN NON-PREFORATED SQUARE TUBE SIGN PROJECT ENGINEER:CGB 5' SIDEWALK 5.5.. NO LIP SQUARE TUBE 7' MIN FOR POST SLEEVE (TELSPAR "QUIK 5.5" DESIGNED BY: CGB o� LANDING FLOW LINE POST(TELSPAR REGULATORY PUNCH" OR APPROVED EQUAL) VARIES SECTION B-B EP EP OR APPROVED SIGN 1:12 MAX. 24 1:20 M NO SCALE SLOPB SLOPE ASPHALT EQUAL) 6" 6" CONCRETE VARIE 1.5 VARIES CONCRETE TO SLEEVE INSERT SIGN POST 18" IN b b STANDARD / COMPACTED �"--9" M-4000 CONCRETE ANCHOR 6 CURB SECTION SIDEWALK DEPRESSED BASE ROCK �3" GRAVEL BASE (TYP.) SECTION A-A _ SIGN POST FOUNDATION DETAIL T_mm�m�nmmm-�- ATTACH SIGNS TO POST WITH NO SCALE COMPACTED DRIVE RIVETS (MIN. 2 PER SIGN) 1.4 SECTION C-C 7" M-4000 PSI SUBGRADE CONCRETE, `tea REINFORCED NO SCALE WITH4 BARS ON GRID NOTES: CONSTRUCTION NOTES: ¢ DETAIL CIS 1. STANDARD APPLIES TO NEW CONSTRUCTION, WITH MAX. CURB R=15', AND MIN. 5.5' BOULEVARDS. 1. P.C.C. SHALL BE 4,000 PSI 0 28 DAYS. CONCRETE C6.0 TYPICAL SIGNAGE 2. RAMP AND CURB CAN BE POURED MONOLITHICALLY. TO BE PLACED ON APPROVED SUBGRADE AND BASE ROCK. 3. STORM DRAIN INLETS SHALL BE CONSTRUCTED "UPSTREAM" OF RAMPS. N.T.S. ALTERNATIVE LOCATIONS PERMITTED ONLY UPON CITY ENGINEER'S APPROVAL. 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' C.O.B. STD. DWG NO. 09810-1 4. RAMP WIDTH SHALL BE 5' MINIMUM. INTERVALS AND SHALL EXTEND A MINIMUM OF 20% 5. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2%. THROUGH THE CONCRETE.3.ASPHALT PAVEM I BE PLACED DETAIL PONDING ADJACE TE NT TO CONSHACRETE SWALE.TO ENSURE NO �c6.V]PEDESTRIAN RAMP ® U COB DETAIL NO. 02529-8 ^ DETAIL 0 r c�6.o 1 CONCRETE VALLEY GUTTER NTS CAST IRON TACTILE SURFACE 24" •5" DEPRESS CURB TO THIS LINE / / � z 2" FOR CURB DROP. 1/2" PER 1' SLOPE .................. TOPSOIL SPILL CURB 18'1--- j34 TO (NP.) 3 R 4"R CATCH CURB L4.5 - VARIES 1.5. " V LPE �. - 6' VARIES 6' o m_ 8<� NOTE; r� 7,5 4" THICK P.C.C. FOR 5' WIDE SIDEWALKS MCI O 9' - ,°a " a " 6" THICK P.C.C. FOR 6' & 10' WIDE SIDEWALKS WINGS ADJACENT TO BOULEVARD ARE 18" g m G" WINGS ADJACENT TO CONCRETE SURFACE ARE 6' - :9 -m- a ° O O O O 0 o O O O O O O O O O o o O CRUSHED GRAVEL BASE - 3" MIN. O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3" COMPACTED CRUSHED s 0 0 000000 0 0 0 0 0 0 0 0 00 0 0 VARIES-7o -A v7 ROCK BASE �^-- SUB-BASE COURSE AS REQUIRED COMPACTED SUBGRADE _ ,+ NO LIP pmmm womm, _ffl: COMPACTED SUBGRADE NOTES: MIN. 3" OF 1" CRUSHED ROCK BASE NOTES: 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. SECTION THROUGH RAMP ® w e$ 1.CONCRETE SHALL BE CLASS M-4000. 5.1/2" EXPANSION JOINT MATERIAL SHALL BE PLACED 2. SIDEWALKS SHALL SLOPE AWAY FROM STRUCTURES AND BUILDINGS AS SHOWN CROSS SLOPE - 2%M MAXIMUM C W AT ALL P.C.S., P.T.S., CURB RETURNS AND AT NOT ON GRADING PLAN. MAX 2 3. CONCRETE SHALL BE PSI ® 28 DAYS. F 2.SUBGRADE OR BASE COURSE COMPACTION SHALL MORE THAN 300' INTERVALS. THE EXPANSION SHALL NOTES: MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH 4. CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS EQUIVALENT TO THE on CONFORM TO SECTION 02234 (MPWSS) WIDTH. 1. TRUNCATED DOME PANELS PER CITY OF BOZEMAN STDS OF THE CURB AND GUTTER. 5. EXPANSION JOINT MATERIAL SHALL BE PLACED AT 50' INTERVALS AND AS 2. ALL RAMPS AND ACCESS WAYS SHALL CONFORM TO THE = 00 3.CRUSHED BASE SHALL MEET THE REQUIREMENTS OF 6 SHOWN ON ADDITONAL DETAILS. AMERICANS WITH DISABILITIES ACT (ADA). .NO CURB AND GUTTER SHALL BE PLACED WITHOUT �I SECTION 02235 (MPWSS) A FINAL FORM INSPECTION BY THE CITY ENGINEER s �q 4.CONTRACTION JOINTS SHALL BE PLACED AT 10' OR HIS REPRESENTATIVE, DETAIL 7�1f1f DETAIL u INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF _D - DE 1 AIL 7 Jld�°�C��IJIe SHEET 3/4"AND MINIMUM WIDTH OF 1/8": C6A CONCRETE SIDEWALK c6.o ADA ACCESSIBLE RAMP C6"® N.T.S. N.T.S. GRAN CIIELO 5 �� CIVIL DETAILS c6.o INTEGRAL CONCRETE CURB&GUTTER C.0.8, STD. DWG. NO. 02528-1 PROJECT: 17-130 ASBUI7 � DATE: 11-18-21 i GREEN STEEL POST AT N N cV tV STEEL POST MARKER END OF SERVICE PAINTED BLUE GREEN STEEL POST o¢ c^`I N N 10 PROPERTY LINE AT END OF SERVICE _ a x LOCATION OF CURB BOX OR EASEMENT LINE OR AS SHOWN ON PLAN 5.5' BOULEVARD PROPERTY 4 LINE OR z ¢ 'a EASEMENT o � o a STREET SURFACE GROUND SURFACE T 8' MAX �TYPI)SIDEWALK LINE o 3' MIN. NO COUPLINGS OR OTHER JOINTS ALLOWED ON STREET SURFACE 4' TO BACK OF CURB SERVICE PIPE FROM CORP. STOP TO CURB STOP CURB BOX j 2.5' RESTORE w FOR 3/4° AND 1° SERVICES. STRAIGHT COPPER 6.5' MIN. PROVIDE 5' 1' (TYP.) COMPACTED BACKFILL GROUND TO 2 N (SEE SPECS.) / GROUND SURFACE z NEW HYDRANT, PIPE SHALL BE USED FOR 11/2" AND 2" COVER STATIONARY ORIGINAL 0 0 INSTALL PLUMB WITH PUMPER I c.> MUELLER SUPER SERVICES 8' ROD IN ALL CURB 11.5' CONDITION to NOZZLE FACING STREET CENTURION 250 MIN. 4'- 0" CLEAR TYP. 8' TYPICAL EXCEPT IN z } z > TAP BY BOXES ( ) ALL AROUND EASEMENT I SPECIAL CIRCUMSTANCES \ �iL� ��\i��\��i\\��\��\�\\��^��' 0 U - (TREES, HEDGES, WHERE CITY HAS �! �� \ r rn m c� z ELEVATIONS AS SHOWN BUSHES, ETC.) APPROVED ALTERNATE COMPACTED BACKFILL 2.5 w a 0 SEE DETAIL { I r F ON PLANS OR G0.2'RADE LOCATIONS ABOVE TOP OF CURB GRADE O BELOW z z 0 ADJUSTABLE SCREW CUR STOP I ) (SEE SPECS.) rn WATER MAIN .BASE MATERIAL 2" X 2' - 0 L) TYPE VALVE BOX WOOD VARIES 8' in v1 m WITH LID TYPICAL EXCEPT IN SPECIAL > m z I GROUND LINE SELECT MATERIAL MARKER CIRCUMSTANCES WHERE CITY HAS w o o a CORPORATION STOP UNDISTURBED riyriirrirr!r i�ir/ iQKIIL AREA (SEE APPROVED ALTERNATE LOCATIONS) EARTH DETAIL OF A ��j�/�j��fj�! �jiiy�+,Fi�� v7rtr/Jc ),jr%�ir�ji PROPERLY INSTALLED ��rr! rr rj sir ri rid !irrrir�rirrrirrri SERVICE PIPE O N n 6.5' MIN. CORPORATION STOP r!rirr /r!iirrii!riri!riirrir�rrirrrr�r: SIZE PER PLAN SERVICE LINE. SLOPE = 1/4" z CO ER lirrrrji;��j%�ri�jr%� / „Ir TAP MAIN AT r r PER FOOT MIN., 1 2" PER FOOT + SPRINGLINE. + "o MAX. CONCRETE ` l r z rr rr rir!rr r /i PLUG 2" X 2" p TAN THRUST + �y \\\ \�\\\ \\ \\wL 1 WOOD BLOCK - TO MAIN LINE _ Lf \\ �_v��-v��y 'TRENCH BOTTOM 45' ELBOW. SERVICE LINE. SLOPE = 1/4" MARKER CHRIS G. r\ \ L1\ \r GENERAL �L++\�)�1\ f1 PER FOOT MIN., 1/2" PER FOOT 6u s\.w\ �\fi�\ NOTES: 45° ELBOW MAX. 1 26 PE §r ' JOINT AS REQUIRED FOR 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER 'CEN5E0 "I/ PIPE SPECIFIED MEASURED FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL 45' BEND DUCTILE t BE MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE IRON SEWER FITTINGS LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SDR 26 PVC PIPE NEW 6" AUXILIARY SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. DRAWN BY: JLS MIN. 1/2 CUBIC YARD GATE VALVE 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE IN LINE WYE FITTING FOR WASHED GRAVEL DRAWINGS OR AS SPECIFIED. SANITARY NEW INSTALLATIONS. REVIEWED BY:CGB FLANGE JOINT 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. SEWER MAIN NOTES: SADDLE FITTINGS ALLOWED PLUG PROJECT ENGINEER:CGB O INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN FOR EXISTING INSTALLATIONS OFF-POSITION. 1. THIS INSTALLATION MAY BE USED IF DEPTH DESIGNED BY: CGB -MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS OF COVER AT STUB END WILL EXCEED 6.5' ONLY UPON APPROVAL OF MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK WITH STANDARD INSTALLATION (PER STANDARD CITY OF BOZEMAN SEWER DRAWING 02730-2) DEPARTMENT. 2. MIN. DEPTH OF COVER SHALL BE 5' AT END OF SERVICE STUB. ENGINEER SHALL BE SERVICE INVERT NO RESPONSIBLE FOR DETERMINING REQUIRED SANITARY SEWER LOWER THAN SPRING 0-4 ELEVATION OF STUB. LINE OF SEWER MAIN 00 \ 3. DUCTILE IRON FITTINGS SHALL BE HARCO MAIN FOR WYE FITTINGS. W �1 1 DETAIL DETAIL GASKET X GASKET OR APPROVED EQUAL. � c6 FIRE HYDRANT I c`6- 1 WATER SERVICE LINE p y1� DETAIL 1f1f � C.O.B STD. DWG. NO. 02660-4 C.O.B. STD. DWG. NO. 02660-6 3 DETAIL 9} DETAIL c6.1 KEEP SANITARY SEWER SERVICE ca.l SANITARY SEWER SERVICE LINE MONITOR COVER WITH - C.O.B. STD. DWG NO. 02730-3 C.O.B. STD DWG 02730-2 u LOCKING ELECTRONIC METER READING LID. CURB STOP AND WASTE z CC CURB STOP & (IRRIGATION DRAIN) ® P4 1_4 WASTE 4" POLYSTYRENE F� INSULATION. FINISHED by GRADE I® 13" & 2" � kd WATER METER r Yj r rr rjzr�, v Kimrr,�r,irr�rr`<rr\�m� NIC 1'z I� DRILL A 3�6'. HOLE �! k� fir "'� �'I 4-1/2" FROM THE Pq a - BTOP OX OF THE VALVE Z b a n ca B ANGLE BALL ,. /V KNOT ® C� ` METER VALVE L n (TYP) 3 BACKFLOW PREVENTER 1 �OPE SECTION I� i IN INSULATED IRRIGATION CURB BOX q B/3 c R PVC SUPPORT BOX (BY OTHERS) FINISH GRADE � FT4 i a N � MIN A FORD PLASTIC H PITSETTER METER PIT ENOUGH BEND (OR APPROVED EQUAL) COILTO EXTEND REDUCER NOTE: COVER 8' METER WITH MIN MUELLER ABOVE GROUND UNDISTURBED EARTH 4'X4' FLEX INSTALL CURB STOP & H-15428 CURB STOP AND METER PIT WASTE (IRRIGATION DRAIN) STRAIGHT COUPLING v WASTE/BOX WITH�1 INSULATING WITH GALVANIZED COMPRESSION BLANKET (FORD END OF COPPER/BRASS OR BRASS CAP COUPLINGS FOR MODEL FIB) FITTINGS r TOWN WATER 6.5' SHUT-OFF MIN SPIRAL TRACEr'S "+r� VALVE BOX WIRE UP ON THE 36" - IRRIGATION PIPE OUTSIDE OF THE T../ COPPER BRACE BAR ( ) COPPER VALVE BOX\; BY OTHERS /. rirV �r�/ SERVICE b \4 �� (NOT A BY 1/4 BEND LINE "I COMPRESSION 1/3 CY OF 3/4" 1/3.CY OF 3/4" COUPLING v w 6>~ WASHED ROCK IRRIGATION METER PIT DETAIL WASHED ROCK WATER MAIN TEE TEE (Plugged) - STANDARD DIMENSIONS FOR THRUST BLOCKING 14 & 2 jf > � WATER METER E-I op TEES 45' BEND REDUCERS & (NIC) �^ FITTING & PLUGS 90' BEND &WYES 22>¢' BEND SIZE 1l\ PROVIDE Ye" DIAMETER CONNECT `CURB STOP DRAIN HOLE. BACK WITH DIRECT A B A B A e A B 2" COPPER SERVICE LINE FILL WITH WASHED BURY LUG # ;4. I Ix 8" 2'-6 2'-8 3'2"3 0' 2 5'2'-1" 1'-9" 1'-6 ;;7 *• CORPORATION STOP ROCK t VALVE Z 12" 4'0"S-10 4'-8" 4'-8 3-e" 3'-3 2'-7" 2'-3" o INSTALL TAPPED BLIND FLANGE _ �^ +�+, r W/ 2" ORIFICE, FLANGED END a G NOTES ADAPTOR AND CORP STOP E W 1. THESE TABLES ARE BASED ON 150 PSI MAIN '`�. ',• ! �.~_ b F'I c�p PRESSURE & 2000 PSF SOIL BEARING PRESSURE. E v 2. WRAP ALL FITTINGS WITH POLYETHYLENE, IF 'd,'•` R J REQ'D BY CITY OF BOZEMAN. CURB STOP CURB STOP & WASTE AND WASTE (IRRIGATION DRAIN) SHEET IRRIGATION METER PIT DETAIL- PLAN VIEW o C6.1 5 DETAIL 7 DETAIL s DETAIL 8 GRAN CIIELO caA THRUST BLOCKING FOR WATER MAIN FITJCINGS ca.l TYPIICAL]BLOWOFF ca.l VALVE RISER TRACER WIRE '� CI IL DETAILS FROM C.O.B. STD. DWG. NO 02660-1 6 DERAIL C.O.B. STD. DWG NO. 02660-7 C6.1 IRRIGATION METER PIT �7g � PROJECT: 17-130 C.O.B. STD. DWG NO. 02660-19 Aj S B U IL DATE: 11-18-21 N N N N H N 0 OEM 0000 O O O O m FUTURE z en a, 0� BLVD FUTURE 6' SIDEWALK ; o 2 a a WIDE SIDEWALK 14 BLVD WIDE `VARIES PER��NDICATEDWBYKPROSTEPLAN) / SIDEWALK / WIDTH 90' ROW w � N 1' 48' TBC TO TBC 1' 00 N fN 10' UTILITY 2 2 10' UTILITY o o CORRIDOR 3 9" 9" CORRIDOR w z 2, o 0 Mqr No 2.0% 2.0% 2.0% 2.0% 2.0% . u3.0% . z ~ MpX. ... - ----- 4:7 N c� m MAX. NOTES: A 6 THICK M-4000 `. _'/\�� /: //i��\ w oo o CONCRETE //� 6" THICK M-4000 1. BACKFILL CURB AND BENCH AREAS TO 6" BELOW 3" MINUS GRAVEL BASE � % � CONCRETE TOP OF CURB, AT 2% SLOPE, TO 12' BEHIND 4" ASPHALT SURFACE 3" MINUS GRAVEL BASE z R.O.W., WITH NATIVE ON-SITE MATERIAL. C.0.8. CONC. CURB COURSE (2 LIFTS) COMPACT TO 92%. CLEAR AND GRUB ORGANIC & GUTTER (TYP.) COMPACTED MATERIAL.PRIOR TO PLACEMENT OF FILL - SUBGRADE 6" CRUSHED GRAVEL BASE MATERIAL. 315 LB WOVEN GEOTEXTILE FABRIC (MIRAFI (TYP.) COURSE (1-1/2" MINUS) LEAVE FINISH GRADE 6" BELOW TBC FOR NT � a 2.FOR UNSTABLE AREAS THAT RUT OR DEFLECT, 60OX OR APPROVED EQUAL). PROOF ROLL TO 18" SUB-BASE COURSE PLACEMENT OF 6" DEPTH TOPSOIL (TYP.) DETERMINE IF SUBGRADE IS STABLE. (6" MINUS PITRUN GRAVEL) * NMS c. THE STANDARD PAVEMENT SECTION IS INVALID. ENGINEER SHALL WITNESS ALL TESTING S.E . INSTEAD, THE 315 LB WOVEN FABRIC SHALL BE OMITTED AND REPLACED WITH MIRAFI RS5801 GEOSYNTHETIC. THE SUBGRADE SHALL BE TYPICAL"COLLECTOR"STREET SECTION SMOOTH AND RUT-FREE PRIOR TO GEOSYNTHETIC INSTALLATION. THE GEOSYNTHETIC SHALL BE S 27TH AVE OVER-LAPPED 2.0 FEET AT ALL SEEMS. NTS DRAWN BY: JLS REVIEWED BY:CGB PROJECT ENGINEER:CGB 3 FUTURE 60' ROW FUTURE FUTURE FUTURE 3 DESIGNED BY: CGB 4 5' WALK 6.5' BLVD 35' BACK TO BACK CURB 6.5' BLVD 5' WALK d c� (6' ADJCNT (5.5' ADJCNT 7' to' 10' 7' (5.5' ADJCNT (6' ADJCNT 10' UTILITY TO PARKS TO PARKS TO PARKS TO PARKS 10 UTILITY 1' PARKING DRIVING DRIVING PARKING 1' BENCH & OPEN & OPEN SPACE) & OPEN SPACE) & OPEN BENCH SPACE) 0,5' 0.5' SPACE) MPS �I 2.07_ 2.0% 2.0% 9., 3.00% 3.00% 9"2.0% 2.0% 2.0% 21 ~ -- 4'1 Mq C6� 3" ASPHALTIC CONCRETE CURB & GUTTER (TYP.) �A 6" OF 1-1/2" MINUS CRUSHED COMPACTED SUBGRADE (TYP.) GRAVEL BASE COURSE 15" SUB-BASE COURSE 315 LB WOVEN GEOTEXTILE FABRIC (MIRAFI ® � (6" MINUS PITRUN GRAVEL) 60OX OR APPROVED EQUAL). PROOF ROLL TO � DETERMINE IF SUBGRADE IS STABLE. ENGINEER SHALL WITNESS ALL TESTING. b TYPICAL"LOCAL"L"STREET SECTION � > NTS b H-4 6' WIDE 14' WIDE CONSTRUCTED WITH GRAN FUTURE h� SIDEWALK BLVD CIELO SUBDIVISION u 45' ROADWAY EASEMENT 1' 24' TBC TO -- 30.0' C.O.B. CONC. SPILL 10' UTILITY 2 W CURP)& GUTTER d d CORRIDOR WDe Mqk. 2.0% a ? 5.0' 10.0' 10.0' 5.0' MpX 2 0% 2.0% 3 0% --�{ M'MA'r 9„ I �2.0% r 91, 2'1 P o 4 -- o PON 6" THICK M-4000 " -- CONCRETE-l/ /�. 4:1 �`pX•I o`:p�� U oU�; l.��o ;c� p 14:7 MAk q e®\1 3" MINUS GRAVEL BASE C.O.B. CONC. CURB 4" ASPHALT SURFACE ° & GUTTER (TYP.) 3" ASPHALTIC CONCRETE ° 44 COURSE (2 LIFTS) „ E"' 00 6" OF 1-1/2" MINUS CRUSHED 6" CRUSHED GRAVEL BASE 315 LB WOVEN GEOTEXTILE FABRIC (MIRAFI NON-WOVEN FABRIC OR GEOGRID AS COMPACTED GRAVEL BASE COURSE s COURSE (1-1/2" MINUS) 600X OR APPROVED EQUAL). PROOF ROLL TO - DETERMINED BY THE ENGINEER. PROOF ROLL SUBGRADE DETERMINE IF SUBGRADE IS STABLE. 18" SUB-BASE COURSE TO DETERMINE IF SUBGRADE IS STABLE. (TYP.) 15' SUB-BASE COURSE ENGINEER SHALL WITNESS ALL TESTING. ENGINEER SHALL WITNESS ALL TESTING. (6" MINUS PITRUN GRAVEL) (6" MINUS PITRUN GRAVEL) �^ COMPACTED N SUBGRADE (TYP.) - g TYPICAL ALLEY SECTION m ® � TYPICAL"COLLECTOR"OR"HALF STREET SECT NTS a ® 0 "b S 27T]H[AVE 3 � u � NTS t3 � i i ((,,��SyHEETT 3 ` 6.2 i GRAN CIIELO JJ�� v �77 CIIVI]L DETAIILS 1'ile� �SJILT 4 DAOEECT: 111-118 0 2 1 INLET CASTING z a N OR APPROVED EQUAL w N FRAME AND COVER TO BE EITHER D&L A-1172 WITH 1" COVER, MCI 305 FRAME, o m 305A COVER, OR IFCO 772 FRAME, 772-B COVER, OR DEETER 1025. o 0 0 0 5/8" SMOOTH ROD CENTERED IN STANDARD N z COVERS SHALL HAVE TWO 1" PICK HOLES. m OPENING CASTING & COVER FRAME AND COVER TO BE EITHER D & L A-1172 WITH 1" COVER, MCI 305 z 0 1 a w FRAME, 305A COVER OR IFCQ 772 FRAME, 772-B COVER OR DEETER 1025. a= -+ NOTE: 3 0 a. o a ADJUSTING RINGS SHALL HAVff TWO 1' PICK HOLES. ¢cv ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & o AS REQUIRED + TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE FLAT SLAB COVER WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR EQUAL J FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. ui z ADJUSTABLE RINGS,r,,,,COVIERS ---- s 2" MIN., 12" MAX. ---- o 0NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, ° N MANHOLE RING & TOP SECTION, AND AROUND 2'-p' z z > SEWER PIPE INTO MANHOLE SHALL BE WATER— 0 5" PRECAST REINFORCED CONCRETE MANHOLE RISER 024 24 OR TIGHT. JOINTING MATERIAL SHALL BE "RAM—NEK" 1 AND ECCENTRIC CONE TOP MANUFACTURED IN w w o OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN ACCORDANCE WITH ASTM DESIGNATION C-478. a �- cv 27" OPENING SEWER PIPE AND MANHOLE WALL. MANHOLE z z 0 0 STEPS AT 0 O p- o n 16" CENTERS M " 'm w z c l .GROUT INVERT TO SPRINGLINE W o z I - 0 OF PIPE IF GAP BETWEEN I U a I- MANHOLE STEPS AT °. C-) 3 -a' PIPE AND CHANNEL IS BLOCK OUT FOR 16" CENTERS PRECAST REINFORCED CONCRETE MANHOLE RISER GREATER THAN 1/8". z N n a PIPING. SEE 0 AND COVER MANUFACTURED IN ACCORDANCE 4'-0„ PRE-CAST CHANNEL GRADING PLAN FOR Q w WITH ASTM DESIGNATION C-478. J (MIN.) FLOWLINE ACTUAL PIPE zo m Qqlv LOCATIONSSHELF-SLOPE 1" PERQ12" MAX. (TYPICAL FOOT TOWARD CHANNEL'- FOR POURED- SEE CHANNEL DETAIL.LAS REQUIRED .IN-PLACE BASES) 18" SUMP m FLEXIBLE GASKETED JOINT (TYPICALz z FOR PRECAST BASES — SEE DETAIL) 70 < „ CUTOUTS AS REQUIRED A o 0 LLJ m 4 CHANNEL= DIA. OF PIPE DRAWN BY: JLS 6" BASE cy REVIEWED BY:CGB ?7 0 A PRECAST OR POURED-IN-PLACE BASE. PROJECT ENGINEER:CGB a ? POURED—IN—PLACE BASE, MINIMUM DESIGNED BY: CGB w as PRECAST OR POURED—IN—PLACE BASE. #4 BARS — 1'-0" O.C. CONCRETE THICKNESS BELOW PIPE IS DETAIL co A POURED—IN—PLACE BASE, MINIMUM 5'-4" DIA. 8 INCHES. PRECAST BASE, MINIMUM C6.3 STANDARD C1jJIIg]g INLET CONCRETE THICKNESS BELOW PIPE IS (MIN) THICKNESS IS 6 INCHES. ALL BASES N.T.S. CHANNEL = DIA. OF PIPE 8 INCHES. PRECAST BASE, MINIMUM REINFORCED AS SHOWN. b SUBGRADE THICKNESS IS 6 INCHES. kb OR GROUND \ I I A RADIUS OF�J W SUFACESLOPE AT 1" PER FOOT. MANHOLE CHANNEL TO FULL 0 0 PIPE DEPTH NOTE: ,III-III-I I- mll D lli RADIUS OF —►1 STORM DRAIN MANHOLES SHALL NOT HAVE MANHOLE I w FORMED CHANNELS AND THE LOWEST PIPE b 0 DO O \\\ SLOPE AT 1"PER FOOT. d INVERT SHALL BE 9" HIGHER THAN BOTTOM OF ° ` CHAPIPE Fu T� MANHOLE. SUPPORT SYSTEMS IN THIS ¢w a } TYPE "A B OR C" SLOPING, BENCHING OR oEanO - TRENCH BACKFILL 0 D0. DO AREA TO CONFORM TO OSHA REGULATIONS« rn FOR FLAT TOP MANHOLE SEE C.O.B. STD. NOTE: STORM DRAIN MANHOLES SHALL DWG. NO 02720-4 DIA. OF S WER PIPE "• NOT HAVE FORMED CHANNELS AND THE SECTION A-A 6 0 DO DO 18'TDEPTH ECTABLE WARNING TAPE THANSBOTTOM PIPE INOF MANHOLE.VERT SHALL BE 9' HIGHER SELECT TYPE I BEDDING MATERIAL PLACED • 5 DETAIL IN 6" LAYERS AND COMPACTED SANITARY SEWER iV][AIQIH®LE k� 0 AS SPECIFIED IN MPWSS C6.3 °� pq 4" �� SECTION A—A C.O.B. STD. DWG. NO 02720-3 Cf1 C� TYPE I PIPE BEDDING PLACED IN 6" C6.3 STANDARD STORM DRAIN MANHOLE MAX. LAYERS AND COMPACTED AS SPECIFIED IN MPWSS N.T.S. v<V �� mII1mL�nli>m�imIDmll � TYPE 2 PIPE BEDDING WHERE REQUIRED OVERFLOW ELEV.(SEE TABLE BELOW) / ;4 �• U TRENCH WIDTH=O.D. FOR SOFT OR UNSTABLE FOUNDATION 24" SLOTTED MANHOLE / OF PIPE PLUS 2' PLACED IN 6" MAX. LAYERS AND COVER WITH RING od o0 0_0 MIN. TRENCH WIDTH=3.5' COMPACTED AS SPECIFIED IN MPWSS RIM. ELEV. FLOW oo�o FLOW (SEE TABLE .�•� o0 0o F- W �A NOTES: BELOW) o0 00 00 0o P� 0 0 1. SEE OSHA CONSTRUCTION STANDARDS FOR EXCAVATION. T77� 2. WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE 6' MCUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE 5 °• r TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM EDGE OF EXISTING 48" DIAM. 24" DIA. FRAME AND p ka PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT GRATE SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. MATCH EXISTING ROADWAY WEIR CREST 12"W x 18"H TOP VIEW SECTION AND CONFORM TO MPWSS & COB.STANDARDS FOR BACKFILL AND INVERT GRATED OPENING z PAVEMENT REPLACEMENT. (SEE TABLE W 1f FLOW BELOW) FLOW 2 DETAIL REINFORCED � (~ ce.3 TYPICAL UTILITY TRENCH][DETAIL 6 � WEIR WALL C.O.B. STD. DWG N0. 02221-1 - - 18" SUMP >° yy----�� V t r E4 E_' 00 q OUTLET PIPE -6" ,6 (SEE PLAN) • E FLOW FLU N °REINFORCED = z WEIR WALL m !� ® ea eq 6" TOPSOIL AND SEED z ® � ROUND GRADE BREAKS SECTION VIEW INLET PIPE a ® U00 (SEE PLAN) 6" FREEBOARD 4 MAX. SLOPE 4 WEIR PLAN VIEW (SEE TABLEWIDTH BELOW) O0 .. � 1 1 18" MAX DEPTH r T)FTFNTION FACILITY OVERFLOW ELEV WEIR CREST INVERT ELEV WEIR WIDTH (INCHES) POND BOTTOM ELEV PIPE INV. IN INV. OUT ELEV RIM ELEV. o SWEET BENNETT POND 4951.25' 4950.75' 31 - 1/2" 4949.75' 4949.75 4950.25 4952.25 4 C6°3 DETAILAPEX POND 4943.00' 4942.49' 14 - 3/4" 4941.50' 4940.51 4940.51 4944.04 c 6.3 1 DETENTION BASIN CROSS SECTION 6 DE JTAI L 4 GRAN CIIELo N.T.s. ce.3 DETENTION FACILITY OUTLET]FLOW CONTROL STRUCTURE CIVIL DETAILS VARIES NTS PROJECT: 17-130 AS BUILT DATE: 11-18-21