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HomeMy WebLinkAboutGran Cielo Subdivision Infrastructure Improvements Phase 1, As-Built Plan Set C��AN CIELO SUBDIVISION INFRASTRUCTURE IMPROVEMENTS PHASE I APRIL 2019MARCH 2020 U pq II W Lincoln Dr U 3 I 3 O 3 m m W Kagy Ave All Q\N 0� CIVIL ENGINEEEBING BY: 7_�� MADISON ENGINEERING PROJECT OWNER: 895 TECHNOLOGY BOULEVARD, SUITE 203 Stucky Road � BOZ EMAN ]H AUS ]LLCC BOZEMAT,MT S9718 PROJECT � � 840I WAGON BOSS ROAD (406) 586-0262 (406) 586m5740 FAX l[,®C 7CI®�TN a E®ZEI�i[ ,1�IT 59715 V,Z 0 G �> (406) 599-0516 Z o In Graf St om Graf St a TRANSPORTATION ENGINEERING BY: Braakdaia Dr 3 MARVa7IN & ASSOCIATES E 1300 N JL®L�1A�NORTH TSTECH WAY Kurk Dr " Alder Greek Dr BILLINGS,MT 591102 a a (406)655-4550 (406)655-4991 FAX Saca V! a Blackwood Road 13 i Goldenstein Lane i VICINITY MAP � NTANq NTS * cexPls GI #, W % O ms E j G 0 ianini� 'k AS BUILT � COVER SHEET GENERAL NOTES- INSPECTION. TIN RTIFI ATION NOTES, o o 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 D o N BOZEMAN MODIFICATIONS. DESIGN ENGINEER A MINIMUM OF 24 UNLESS OTHERWISE APPRO VED BY THE ENGINEER CONSTRUCTION SHALL BE DONE BETWEEN 8:00 HOURS(1 BUSINESS DAY) PRIOR TO START OF CONSTRUCTION. n A.M. AND 5:00 P.M., MONDAY THROUGH FRIDAY o 2. COMPACTION TESTING OF SUBGRADE, BASE COURSE AND ASPHALT REQUIRED FOR ALL LIFTS. CONTRACTOR 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. ��i,�y��� Z o CERTIFICATE AND PERFORMANCE AND PAYMENT BONDS FOR ALL WORK WITHIN THE RIGHT OF WAY 5 BUSINESS DAYS PRIOR 3 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) 0 SHALL BE NAMED AS ADDITIONAL INSURED. REQUIRED INSPECTIONS. PRIOR TO THE --4770-- INDEX CONTOUR • FOUND MONUMENT AS NOTED ( -- 3. CONTRACTOR SHALL ATTEND AND PARTICIPATE IN A CITY OF BOZEMAN PRE-CONSTRUCTION CONFERENCE. DESIGN ENGINEER -------- CONTOUR MINOR (1' INTERVALS) BENCHMARK TO SCHEDULE PRE-CONSTRUCTION CONFERENCE ONCE MATERIAL SUBMITTALS, BONDS AND INSURANCE CERTIFICATES HAVE 4. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO PROPERTY LINE ® MONUMENT BOX BEEN SUBMITTED FOR REVIEW. COMPLETE COMPACTION TESTING. CONTRACTOR SHALL NOT COVER ANY LIFT PRIOR TO COMPACTION TESTING BY ' INSPECTOR. LIFTS NOT TESTED WILL NOT RF CERTIFIED BY THE DESIGN ENGINEER OR ACCEPTED BY THE CITY. ROAD RIGHT-OF-WAY SEWER MANHOLE 4. CONTRACTOR SHALL APPLY FOR AND PROCURE STREET CUT PERMIT IF NECESSARY. 5. INSTALLATION OF WATER MAINS SHALL BE INSPECTED AND CERTIFIED BY THE DESIGN ENGINEER. CONTRACTOR ADJOINING PROPERTY D4 WATER VALVE SHALL NOTIFY DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO ALLOW THE INSPECTOR TIME TO COMPLETE THE EASEMENT LINE ® CURB STOP N 5. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW FACILITIES CROSS OR - - - - Z REQUIRED INSPECTION. FENCE FIRE HYDRANT o CONNECT. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH AHEAD OF -z x- z CONSTRUCTION TO MAKE NECESSARY GRADEMODIFICATIONS WITHOUT DELAYING THE WORK. ALL UTILITY CROSSINGS SHALL 6. NO PIPE, VALVES, BENDS, ETC. SHALL BE BURIED PRIOR TO INSPECTION BY DESIGN ENGINEER. w WATER MAIN ® WATER WELL BE POTHOLED NECESSARY PRIOR-TO EXCAVATING OR BORING TO ALLOW THE CONTRACTOR TO PREVENT GRADE OR � II ALIGNMENT CONFLICTS. ml 7. PRESSURE,-VELOCITY FLUSH, AND BAC-T TESTS ARE REQUIRED FOR THE WATER MAIN AND FIRE SERVICES. ALL WS WATER SERVICE POWER POLE J TESTS SHALL BE PERFORMED BY THE CONTRACTOR AND WITNESSED BY THE DESIGN.ENGINEER. CITY OF BOZEMAN Fs FIRE SERVICE GUY ANCHOR 6. GROUNDWATER IS SHALLOW ON THIS SITE. DE-WATERING WILL LIKELY BE REQUIRED FOR EXCAVATIONS OVER THREE FEET IN SHALL OPERATE THE VALVES.DEPTH FROM CENTERLINE.ROADWAY. CONTRACTOR SHALL PREPARE, SUBMIT AND PROCURE A DISCHARGE PERMIT FOR S - SEWER MAIN © ELECTRIC PEDESTAL 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 � STORMDRAIN MANHOLE a 7. AT LEAST 2 BUT NOT MORE THAN 10 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION, THE CONTRACTOR SHALL, PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. COST OF ALL INITIAL AND RETESTING SHALL SD STORM DRAIN ® CURB INLET BE BORNE BY THE CONTRACTOR. oP OVERHEAD POWER TV PEDESTAL o ACCORDING TO MCA 69-4-501, NOTIFY ALL OWNERS OF UNDERGROUND FACILITIES AND COORDINATE THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES. THE INFORMATION SHOWN OR INDICATED IN THE CONTRACT DOCUMENTS WITH TEL OVERHEAD TELEPHONE ® GAS METER RESPECT TO EXISTING UNDERGROUND FACILITIES IS.BASED ON INFORMATION AND DATA OBTAINED FROM THE OWNERS OF THE GRADING. PAVING &DRAINAGE ROAD CENTERLINE ® TELEPHONE PEDESTAL FACILITIES WITHOUT FIELD EXPLORATION, AND AS SUCH, OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE ACCURACY _ `go Gl� 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 �no� TREE CONIFER 8. CONTRACTOR SHALL PREPARE &PROCURE A MDEQ SWPPPAND PROVIDE A SWPPP ADMINISTRATOR FOR.THE DURATION OF STANDARD SPECIFICATIONS, MOST-CURRENT.ADOPTED EDITION, WITH CITY OF BOZEMAN MODIFICATIONS. EDGE OF PAVEMENT TREE DECIDUOUS CONHE APPR ION.VED CONTRACTOR SHALL COMPLY WITH AND INSTALL ALL NECESSARY EROSION CONTROL DEVICES AS OUl1JNED IN 2. CLEAR AND GRUB WITHIN WORK LIMITS SHOWN ON THE DRAWINGS ALL SURFACE VEGETATION, TREES, STUMPS, EDGE OF GRAVEL 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 MANAGEMENT PERMIT. A STABLE MASS. ALL BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE CONCRETE PAD SIDEWALK9. CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT PUBLIC AND PRIVATE REMOVED AND DISPOSED OF OFF-SITE. EDGE OF BUILDING 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 STREETS OVER NIGHT. DENSITY AT PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST DRAWN BY:JPS METHOD (STANDARD PROCTOR). REVIEWED BY:CGB 6. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL UTILITY PIPING IN ACCORDANCE WITH N PROJECT ENGINEER:CGB CONSTRUCTION SPECIFICATIONS. COST OF ALL TESTING SHALL BE BORNE BY THE CONTRACTOR. INSPECTOR SHALL BEE 4. SUBGRADE SHALL BE PROOF ROLLED AND SOFT AREAS SHALL BE OVER-EXCAVATED AND REPLACED WITH ON SITE TO WITNESS ALL TESTING. CONTRACTOR SHALL NOTIFY INSPECTOR AND CITY OF BOZEMAN � ENGINEERING DEPARTMENT A MINIMUM OF 24 HOURS (1 BUSINESS,DAY) PRIOR TO TESTING. STRUCTURAL FILL. SUBGRADE MUST BE INSPECTED AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO DESIGNED BY: BLB 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 RESTORED. 5. ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18-INCHES IN DEPTH WHICH ARE LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER AREAS TO BE IMPROVED. 8. ALL PAVEMENT CUTS SHALL BE DONE IN SUCH A MANNER WHICH WILL RESULT IN A CLEAN STRAIGHT/SQUARE EDGE BY ENGINEERED FILLS SHALL BE CONSTRUCTED IN LIFTS NO GREATER THAN 8-INCHES OVER APPROVED SUBGRADE. SAW. THE TOP 12-INCHES OF THE EXCAVATED AREA WITHIN THE STREET SHALL BE FILLED WITH ROAD MIX AND COMPACTED. EACH LIFT SHALL BE COMPACTED PER GEOTECHNCIAL REPORT SPECIFICATIONS. IF NO REPORT IS AVAILABLE STREET CLOSURES MUST BE COMMUNICATED THE CITY POLICE DEPARTMENT, THE CITY ENGINEER, AND THE PROJECT EACH LIFT SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AT PLUS OR MINUS 2 PERCENTAGE 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 PRE-CONSTRUCTION QUALITY. 6.. SUB BASE AND CRUSHED BASE ROCK SHALL CONFORM TO THE REQUIREMENTS OF SECTION 02234(SUB BASE . COURSE) AND SECTION 02235 (CRUSHED BASE COURSE) MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS ' 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 b 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 POINTS OF OPTIMUM MOISTURE CONTENT PER ASTM D-698 TEST METHOD (STANDARD PROCTOR). PIPE BEDDING AND BACKFlLL b 1. ALL PIPES SHALL BE BEDDED WITH MINIMUM 4-INCHES OF TYPE 1 PIPE BEDDING AND BACKFlLL WITH THE SAME MATERIAL A 7. A.C. PAVEMENT SHALL CONFORM TO SECTION 02510(ASPHALT CONCRETE PAVEMENT) MPWSS FOR TYPE B MIX. 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 BACKFlLL MATERIAL UNDER IMPROVED AREAS SHALL BE PLACED IN 8 TO 12-INCH LIFTS AND COMPACTED IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. 8 UNLESS OTHERWISE SHOWN CONTOUR SHOWN.N THE DRAWINGS. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH ® W TRAFFIC CONTROL 9. ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES AND SIMILAR ® 0 1. CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL A TRAFFIC CONTROL PLAN TO THE DESIGN ENGINEER 5 WORKING STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDEWALK, OR LANDSCAPED AREA b k� DAYS PRIOR TO THE PRE-CONSTRUCTION CONFERENCE. CONTRACTOR SHALL REFERENCE THE MUTCD AND THE MDT TRAFFIC WHEREIN THEY LIE. CONTROL AND PROTECTION STANDARD DETAIL DRAWINGS IN DEVELOPMENT OF THE TRAFFIC CONTROL PLAN. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED AND IN PLACE PRIOR T0.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 2. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, AND TRAFFIC CONES PER THE APPROVED TRAFFIC 4H:1 V. 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 P p PLACEMENT OF 6-INCHES OF TOP SOIL. M 3. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN AND ADJUST THE TRAFFIC CONTROL DEVICES TO MAINTAIN A SAFE ENVIRONMENT FOR THE CONSTRUCTION WORKERS AS WELL AS THE GENERAL PUBLIC. EXISTING UTILITY NOTES STORM DRAIN 1. EXISTING UNDERGROUND INSTALLATIONS &PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST 1. ALL STORM DRAIN PIPE SHALL BE LAID STRAIGHT GRADED BETWEEN BEGINNING AND END INVERTS. NO BEDDING, SWEEPING INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. OR DEFLECTIONS ARE ALLOWED. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE& TELEVISION) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR 2. CONTRACTOR SHALL FLUSH AND CLEAN ALL STORM DRAIN PIPE AND MANHOLES AND REMOVE ALL FOREIGN MATERIAL, IF EXACT LOCATIONS. - NECESSARY, AS A RESULT OF CONSTRUCTION ACTIVITIES. 2. EXISTING UTILITY DEPTHS ARE BASED ON BEST AVAILABLE KNOWLEDGE, CONTRACTOR TO VERIFY DEPTH OF EXISTING CURBS & SIDEWALKS UTILITIES PRIOR TO CONSTRUCTION. IF CONFLICTS EXIST CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE - CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. 1. UNLESS OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS, 6-INCHES NOMINAL CURB EXPOSURE SHALL BE FOR ALL CURBING. SANITARY SEWER: P4 1. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER PIPE SHALL BE PVC IN CONFORMANCE WITH ASTM F679, SDR 35. ALL 2. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS AND SIGNAGE IN ACCORDANCE WITH CURRENT ADA AND APPURTENANCES AND INSTALLATION TO CONFORM TO THE CITY OF BOZEMAN SPECIFICATIONS. e` r LOCAL REQUIREMENTS. OTHER A _ 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. pq 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ENGINEER TO ASSURE CONCRETE TESTING IS COMPLETED IN 3. PER DEQ&CITY REQUIREMENTS, CONTRACTOR SHALL HAVE SEWER INSTALLATION INSPECTED AND TESTED PER DEQ& CITY PROCEDURES AND CERTIFIED BY A LICENSED ENGINEER. CONTRACTOR TO PROVIDE ENGINEER WITH 24 HOURS 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 �l WATER TESTING SHALL BE PERFORMED PRIOR TO PAVING AND FINAL SURFACE RESTORATION. - 4. CLEANING. PRIOR TO TESTING AND TV INSPECTION, CONTRACTOR SHALL VACUUM DEBRIS OUT OF SEWER MANHOLES AND ® 0 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 FLUSHSEWER MANHOLES AND PIPES INTO EXISTINGkn A MINIMUM 6.5' OF COVER TO FINISH GRADE UNLESS OTHERWISE NOTED OR DIRECTED. ALL OTHER APPURTENANCES AND SEWER SYSTEM. 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. w� 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 00 CONTRACTOR SHALL N011FY 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 SHEET CITY OF BOZEMAN. SUFFICIENT WATER TO REVEAL LOW AREAS OR REVERSE GRADES SHALL BE DISCHARGED INTO THE 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 C1.01 DELIVERED TO THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS FOR TV 5. ALL CROSSES, TEES; VALVES, AND BENDS SHALL BE MECHANICAL JOINTS WITH MEGA-LUG. INSPECTION. GRAN CIELO GENERAL NOTES A� BUIL Y jDATE: OE NOVEMBER7 2018 --------------- SHEET INDEX SHEET NO. DESCRIPTION y GENERAL z o C1.01 NOTES AND LEGEND 3 I I I Mi` I II I C1.02 SHEET INDEX ail C1.03 EXISTING SITE PLAN AND DEMOLITION PLAN �IUII - I I C1.04 OVERALL GRADING PLAN Q C1.05 ROAD AND UTILITY ALIGNMENT DATA TABLES SCALE I f i i` I ROADWAY v C2.01 S. 27TH AVE PLAN & PROFILE o n fall I ppp,.",� I C2.02 S. 27TH AVE PLAN & PROFILE W 651 inch=@ 130FEET I I I III W C2.03 GRAF ST PLAN & PROFILE DATUM I i i ( iUl`l I z I C2.04 TIERRA LANE PLAN & PROFILE NAVD 88 C2.05 CIELO WAY PLAN & PROFILE m C2.06 S. 31ST AVE PLAN & PROFILE a C2.07 S. 30TH AVE PLAN & PROFILE p II� C2.08 S. 29TH AVE PLAN & PROFILE Z C2.09 S. 28TH AVE PLAN & PROFILE �} C2.10 BENNETT BLVD PLAN & PROFILE ra C2,11 SOUTHWEST ALLEY PLAN & PROFILE „ s -s s Y1lC1�V•L'• s� � C2,12 SOUTHEAST ALLEY PLAN & PROFILE -_______ - m auo rci _ e -.. ....-....-. .-...-... I C2.13 NORTHWEST AND NORTHEAST ALLEY PLAN & PROFILES Ne. 825 PE d I C2.14 NORTH ALLEY PLAN& PROFILE CEXSEC ` ACCESS ROAD PLAN & PROFILE C2.15 SEWER MAIN PHASE IV i i III C3.01 S. 31ST AVE PLAN & PROFILE DRAWN BY:JPS C3.02 S. 30TH AVE PLAN & PROFILE REVIEWED BY:CGB C3.03 S. 29TH AVE, S. 28TH AVE, CIELO WAY PLAN & PROFILES PROJECT ENGINEER:CGB C3.04 BENNETT BLVD PLAN & PROFILE li ----_--J77 C3.05 DESIGNED BY: BLB --_ SOUTH ALLEY PLAN & PROFILE & ACCESS ROAD PLAN C3.06 EAST ALLEY PLAN & PROFILE I �I �',� �•-"� l III C3.07 NORTH ALLEY AND S. 29TH AVE PLAN & PROFILES WATER MAIN �11111AI i L I C4.01 GRAF ST PLAN & PROFILE i I I II II S. 29TH AVE AND TIERRA LANE PLAN & PROFILES I i I III C4.02 C4.03 CIELO WAY PLAN & PROFILE C4.04 S. 31ST AVE PLAN & PROFILE C4.05 S. 30TH AVE AND S. 29TH AVE PLAN & PROFILE _--- -------- c4.06 b - - -BE BLS ®C2.10, 3. 4.07 w ___ _ -�� _ C4.07 S. 28TH AVE PLAN & PROFILE BENNETT BLVD PLAN & PROFILE - -- ---- - �= _ -� ------ - - - - - - - C4.08 S. 27TH AVE PLAN & PROFILE s _ -W EENCBALkRK I I \� C4.09 S. 27TH AVE PLAN & PROFILE BENNET BLVD. TO APEX R. apAA p1 E i CP 60D NAIL l I TRAFFIC CONTROL 1 it u 4i i�I Ii I M -1 I 4958.50 f C5.01 GRAF ST AND S. 27TH AVE SIGNAGE & STRIPING C5.02 BENNETT BLVD AND CIELO WAY SIGNAGE & STRIPING 11 L®1 Lam' -":l 1 •91 ; „-" o o -- - 1 - I - ®I I I DETAILS C6.01 ROADWAY pt •I f�pl ]POSE 11 I Rl 1�1 I, I I \ C6.02 WATER AND SEWER PHASE III ifl I Ifl ---- ��� I l C6.03 TYPICAL ROADWAY SECTIONS u C6.04 STRUCTURE LIGHTING2i SITE MAP P q y �d s R Ey .07 T s a II � � �ii � ,U J _ wN s' .� III�II N l V II l I I' LO A Y 4 C2.0, . 3 c v U a E_7 GRAF ST AND U a I - Es 6- 315F AVE 'NO GRAF ST K� 44 CIE O s C2. 5,C3.03,C4.03 I P � d L-F .:- nn I I I I I BENCHMARK DATAI� C~ i IELCSWAY -C2:05,C4. DESCRIPTION NORTHING EASTING ELEVATION I I I I I EI I ia m o I \ W -------� CP 60D NAIL 38759.04 47717.39 4958.50 � r� � n00 n pq CTR S 23 REBAR 37609.56 47724.31 1 4977.79 �2 l I COB BM 2080 37557.94 47758.84 4977.91 0 U l • X.1 0 -HYDRANT ARROW BOLT ELEVATIONS LISTED IN PLANS USE [y] 00 I o E-' 2.04,C� - I I - COB BM 2080 AS DATUM G r - I \ � N -_ o I � Q _ ® ® 26 ' _ J o u ti I I��•- N BHNCHMARK _ -. � � CTR S23 REBAR _ ..�� cr SHEET REPT 2.03,C.Ol - ---- ----- ----- C1 02 ----- ----- - � ll GRAN CIELO SBE]Eg'IIN]CDEX S BUILT DATE: I 30 NOVEMBER AS 2018 /// /1 — \ n I i I I 'i SCALE e l yI 3 I11 I , I G o \ i0 Illo ]inch 100FEET EXTG METAL CULVERT I I EXTG POWER POLE �I I WITH GUY WIRE 1 I I DATUM INV IN (NW) t4954.32 III I I , EXT'G MAILBOXES NAVD 88 INV OUT(SE) t4954.12 I I EXTG 10" CMP CULVERT EXTG BARB WIRE FENCE I I I INV IN (N) 4956.87 EXTG TELEPHONE BOX EXTG SSMH I INV OUT(S) 4956.75 1 EXTG SEWER MANHOLE RIM = 4941.75 RIM 4955.21 I -,-_ - -.-_-__.-.-.- - - I ' EXT'G 12" PVC z t' IIII IIIII EXTG 12" CMP CULVERT 15" INV. IN (S) = 4930.78 _-.-_-.-.-_-.--- I\ \, 1 •�I 1 I _I_ I o INV. IN (S) = 4933.86t EXTG'CULVERT INV OUT 4937.63 _- - - - - �, I 1 15" INV. OUT N - EXTG 24" CMP CULVERT -I\ \ S.S. MAIN'I INV. OUT(N) = 4933.83t ( ) - 4930.56 TO BE REMOVED & DISPOSED I --- \ \ i' I I EXTG SDMH AND DISPOSED OFF SITE INV IN (S) 4955.04 ----------------------- \ \ EXTG 12"IN 1 RIM 4978.00 EXTG UTILITY EXTG SSMH I I ® INV OUT N 4955.99 \ 1 li ( ) -I t 1 WATER MAIN�1 I INV IN (S) 4973.09 I- II I / RIM 4950.99 I I \\ \ \ '% I J I IIII EXTG OVERHEAD POWER % , ` POLE(TYP.) I EXT'G VEGETATION TO BE REMOVED IIII iEXTG FENCE TO BE / INV IN 4939.24 I I , \ I 111 EXTG CURB m dl t ' I \ \ \ REMOVED AND / \ INV OUT 4939.08 1I Yi OFF-SITE INCLUDE ALL ORGANIC / t Wlx I I AND GUTTER I I EXTG GRAVEL ROAD 11 �' 1 ' \ I DISPOSED OFF SITE t '11 i MATERIAL AND ROOT MASS , ' \ \ I , 1 I \ I I \ EXTG ER MOVED AND EDGE OF EXTG ASPHALT i I , / I /i' I I I r l / I EXT'G CURB 0 __� �.-. -- - -r-_ ----__---- f=��- __- • \ \ i I l/ REMOVED &ND DISPOSED SP - - - T Ex REMOVED &P DISPOSED,/ ,ICI I® RIM OUT(N INLET / 1 / / I I�\ I � DI 0 ED OFF SITE N ° 1 N 8. r NV OUT NW 4974.41 z IIF i EXT'G UNDERGROUND tit i7 ' ' _ '1 J� - AND DISPOSED OFF SITE _( ) jlh' II --TELEPHONE UTILITY --i-��-\ ' - I-- c --- -- - " It\ _\__1 „ � - �' 1 / / 1 I c , - -R '"— —�--� S27 HA ! I r 1---11-\\ \\ s \' \ EXTG FENCE TO BE / \\ y\ I\ tl`^ 1\\ I t s.�=I�_=,a=/ ..ice •/-.. _ _ --�:>� a= P �_ _ NTA \ III'CC•I \I '� \\` ` ` ` EXTG S.S. MAIN �, t EXTG DITCH \\ �� ,� \ REMOED & DISPOSED \ \ ' II I I , , ,. ,� , \ I b ,\ V• ' OFF SITE t365LF , \`I \ \\ \ 1 \ crlrsis c. II EXTG ALL STAR STABLES SIGN \\ �yI \ `\ i \ r l , I C '\ �j — —=r_•_�_••_f. t B DE II I I \ \ \ \ I +\� \ 9 \ , , \il =i 1 ,. \ 1 ! i! k \ I 1 \ EXTG 18" CMP CULVERT /1 I \ EXT'G 12" DI WATER MAIN Nu. oers PE II II EXTG SEWER MANHOLE I i , \ \ ` N '✓tIi �` \\I \ \ \ I _ 1 , \ t I �/ 1 EXTG IRRIGATION DITCH TO BE REMOVED AND k I t1 I I EXTG CURB AND GUTTER Ep I , \ 1 I , \ �. DIVERT WATER AND I I I 1 / I DISPOSED OFF SITEi \ '1I \ I RIM = 4937.25 EXTG SIGN TO BE .� N�l + _ ®\ / �/ REMOVE APPROX. 213 L.F. 1 REMOVED &DISPOSED II\ \\ ' ' I , ® �> 1 1 BACKFlLL I III 1 �� EXTG CONCRETE DIVERSION II t I DISPOSE OFF SITE 2 II r INV. IN (5) = 4926.07 \ \ �'l r +\ I 'I AND DISPOSED OFF SITE h / INV. IN E = 4926.07 ` \� OFF SITE \IIII \ s r \ STRUCTURE TO BE REMOVED I O 11 I �" �+ I / --x r__I� ��� _Ly \ I i �I I I \ I EXTG STORM DRAIN INLET `�s�r INV. OUT(W) = 4925.87 N_/ / '\� / , p =--�s--= I / I I RIM 4977.93 �\ I , \y� I \ -- I I 1 I I pr 1 1 EXTG WATER SHUTOFF DRAWN BY:JPS EXTG UTILITY BOX TO BE , I I II° / I 1 NEALLE 1 4 SEIALLEY I INV OUT(NE) 4974.64 I Ip 'I EXTG BARB WIRE FENCE j j �\�� y RELOCATED BY OWNER "-�'—" REVIEWED BY:CGB 45• I I . I 1 I11 , I I r t) \ I I \ 1 I I a I I i I EXTG SIGNS 111 I 'I III I I \` `�I r I I EXTG BLDG TO BE I 1 I EXTG FENCE TO BE I 1 I I I I I I REMOVE AND DISPOSE 1, m EXTG 18" CMP CULVERT jj j `,• 11 REMOVED BY OWNER I\ i Irr/ REMOVED AND 1 ' I / 1 I 1+�"'\( \ ' 1 '1 I OFF SITE I �I TO BE REMOVED AND PROJECT ENGINEER:CGB 1 I , I I I I I 1 I DESIGNED BY: BILE 41 11 I\ V \ d I —� DISPOSED OFF SITE EXTG DITCH I EXT'GSSSMHFF SITE \ I \ 111 I 'i \I '1 I II 1 11 r I I I TO BE ABANDONED 1 r� RIM 4978.05 I r I 1 EXTG WELL TO BE I 1 t I I I I I I I q r EXTG OVERHEAD POWER \ S. REMOVED AND \ 1 I \ I I I I 1 ' I I I ( ) i II 1 1 1 \ \ ' �l,[[[xxx111NII \ l ' I =1 — L_ , I I ; ! ! I INV IN S 4964.65 n I rt9 I \ 1 —+� \`�� f — _ _=1 \ 1 I I I INV IN W 4964.65 / t / \ \ II +���� DISPOSED OFF SITE I EXTG FENCE TO BE I ( ) II t 1 1 I 1 R REMOVED AND INV OUT E 4964.45 NI 628T AVE)G ASPHALT ROAD OFF SITE EXTG WOOD FENCE 0I1 II / t ' I 1 I r t I �' I I 1 I \� 71 I ��' \ I N M l zzt EXTG FENCE TO BE ��' ~�----i— / �a—* ✓r r Id 'Vd I l r r l r REMOVED AND/ ' i REMOVED VEGETATION TO BE REMOD fill l ' I r / / r / , N Nil r DISPOSED OFF SIZE EX r r I / "a I I N t 1 �I I� I OFF-SITE INCLUDE ALL ORGANIC r r r I I I e 1 I 1 fill MATERIAL AND ROOT MASS I 1� IIII Ip E�r / / ' / �// r N NVI I r / r' ' r'� / I � •! I �•g I / I / , I s� I 1 I I III i ! I v ST CUTURE �1 EXT'G CONCRETE IRRIGATION 44 ° ! I_ i I� I I i � 1 I I I r�1 1 I ' � REMOVED & I i I A y�V r I \ 1 t b i 5 DISPOSED OFF SITE T I� 1 =�-s ' / / I "/ 1 •-�"-�.�-y�_x I I I I (�] "_ `= x i S29'HAVE( "it i S2 HA \ •—I-•—d—„�_" 1V' i IIt - II t Nj1 '1 I I I I / I 1 \I / I j ' \ EXT'G IRRIGATION DITCH I 11 , Ilii 1�Ir I 'V' II 11 \r`I I II I I I 'I 1 I 1 I I 1 '1 TO BE REROUTED -I 1 IIII I VI I I\\\ I II I I I \ NII IIII I I L•-+� r� I \ o� rrll \ EXTG IRRIGATION DITCH 1 I 1 I I EXTG FENCE TO BE I I II 1 I i 1 1 i MAINTAIN GRADE AND � W Iir I I i c I-1pI I i I DISPOSED OFF SITE i lii ALIGNMENT I • ' ' ' II 'i----�---- I 1 1 " I 1 I I a 6 30TI�AVE I ,. 11\ 1 l 1 EXTG VEGETATION WITHIN EASEMENT TO \ '-- — ' I BE REMOVED OFF—SITE INCLUDE ALL —7 III I Iv IIII' II I T~— ----�9„-- 1— ORGANIC MATERIAL AND ROOT MASS 11 i IIII I U'j� 1 1 11 Ytl--- 1 I I __ IPv I I i i l i i 1 i i i i t~ 1 I 1 j 111 'll \ I III I F II is I Y III I I \ I t I 1 NW,ALLEY I 1 t I N m 1 SWIALLEYI yr� \ \ •\\ II , i I I I EXT'G BARB WIRE I NII\ \ \ , \ I I I , I Q a i II `, I. j I FENCE TO BE III 1=! I . ��/ --- �-- --.-I 1 I t REMOVED AND 1 Io9�o- J----+-----t -'--�-- U , , 1 1 DISPOSED OFF SITE S31ST'AVEI tl/ 11 I , y01 .>I I I \ 1 , / I I I f-J ao EXTG PROPERTY LINE II 4 NII 1 \ \fit I\ I I �I r I /r?c!1 (TYP.) 1 ,1 IIII , » \ 1\..�_..\ l �\ Y, — '� - �I`�f.\ I I It EXTG FENCE l I a SHEET c1.®s GRAN CIELO EX.SITE/DEMO S BUILT ILT DATOE:EEM NOVBERI d 2018 I 0 H N Q O �N M O m SCALE z o 3 0 ------------------ ------------------------------------------- a ,:• use• zao a ------ I inch= ISO feet it III�� i i TEMPORARY i I I . II z � RETENTION POND A I �I II d p g IQ aaa --- - -------_-----_--- _---- _ ---- I �-- _ --------- - ----------------- ------------------------------- ------------------ - _ _ _____________-________-___________ I // ._._._._._._._._.-._.-._.-._.-�, - ��� ago m - -- - ----- ----------__ •E—. _ ��T AV T��s - - - - - - I - - �- I i o 1 I L t j `TEMPORARY RETENTION POND D I i �� I N 825 PE DRAWN BY:JPS REVIEWED BY:CCB PHASE LINE I I b I I I I I DESIGNED D EBY:INBLB CCB _ ! 05' S.28TH \ _ I ! TE Kil fed . III i rl i ```�\```• j it RETENTIONMPORARY POND E. I I I 111 - -------------- DETENTION POND 3 0 PHASE IV li ✓' I ° I I I I I DETENTION POND 2 I I H I i*i■+ I I I PHASE 1■ I - .. - .. ® y r U II I�� .._.._.._.._.._.._.._. .._.._.._.._.._.._.. _.._.._.. - .._.._.. .._. ._.. _.. fly ` r --------------------------------------- ------ ---- -- - - -- - 60 - --- a -r.--- --tr9- I -BI - -- - . h� 04 — a� -- -- — — --- — ---S.29THAVE . ����][AVE -� -- •sfa•f�aa•a•a�f�f�ss�Effsafs�Ea•a•a�sa•�•fa•a•aI i .. - - r�I (� I I I I I j j P4 Epp ® o I I I I I it � l ill I I I I I I �II j TEMPORARY I I I iR RETENTION POND B I I II ------ -- - - - -- --- - I I lr------ -- -- -- — -S.30TH AVE -- — -- — — ---- ---------------- ------- -------- ----- - I I _.. _.. _.. �I IIII it I i it f 4 I 1 Il � IR L.._.._.. .._.._.._.. .._.._..- -.._.. _.._.. .._.._.._.._.._.._.._.. I j �j r rah � F oo r I i O I I I I TEMPORARY - - - - - - - I RETENTION POND F ® 0 00 g _. _ _.. o _ _- _. ---- - _ _ '® "5.31ST AVE -off-A-- '. l TEMPORARY 0�0 II _ _ �- RETENTION POND I - - ---- -- -- --- ---- ----- --- �, _. -_.. _ — _ _. -.. ..— _ b _.. _ I i DETENTION POND 1 I i I II PHASE III j I 1 I TEMPORARY SHEET I RETENTION POND C I I C1.04 I II I i l I I I I _-.. l GRAN CIELO (aRADING PROJECT: 17-130 ASBUILT DATE: 07-15.19 �'I ROAD CENTERLINE ALIGNMENT DATA ROAD CENTERLINE ALIGNMENT DATA WATER MAIN ALIGNMENT DATA < o Graf St North Alley Graf St M Number Length Radius Line/Chord Direction Start Station Northing Easting End Station Northing Easting Number Length Radius Line/Chord Direction Start Station NorthingEastin Number Len th 9 End Station Northing Easting 9 Line Direction Start Station Northing Easting End Station Northing Easting L1 130.01 S88' 56' 24.93"E 0+00.00 37634.01 46389.33 1+30.01 37631.60 46519.32 L34 130.07 S88' 42' 00.72"E 0+00.00 38530.60 46409.61 1+30.07 38527.65 46539.65 Li 1350.00 1 S88' 54' 52.61"E 0+00.00 37648.24 1 46371.63 13+50.00 1 37622.67 1 47721.39 z L2 539.52 S88' 56' 37.94"E 1+30.01 37631.60 46519.32 6+69.54 37621.66 47058.75 1 L35 134.90 S88' 42' 00.71"E 1+30.07 38527.65 46539.65 2+64.98 38524.59 46674.52 31st o O L3 624.10 S88' 54' 57.92"E 6+69.54 37621.66 47058.75 12+93.64 37609.85 47682.74 L36 134.90 S88' 42' 00.71"E 2+64.98 38524.59 46674.52 3+99.88 38521.53 46809.39 Number Length Line Direction Start Station Northing Easting End Station Northing Easting L4 41.57 S88' 54' 57.92"E 12+93.64 37609.85 47682.74 13+35.21 376 11 09.07 47724.30 L37 269.81 S88' 42' 00.71"E 3+99.88 38521.53 46809.39 6+69.69 38515.41 47079.13 L2 606.27 1,11' 17' 31.05"E 0+00.00 37579.01 46507.13 6+05.27 38185.13 46520.80 L5 50.78 S88' 55' 22.90"E 1 13+35.21 37609.07 1 47724.30 1 13+85.98 37608.11 47775.07 1 L38 291.60 S88' 42' 00.71"E 6+69.69 38515.41 47079.13 9+61.29 1 38508.80 47370.65 .30th Water S. 27th Ave NW Alley Number Length Line Direction Start Station I Northing Easting End Station Northing Easting N Number Length Radius Line/Chord Direction Start Station -Northing Easting End Station Northing Easting o Number Length Radius Line/Chord Direction Start Station Northing Easting End Station Northing Easting L3 593.18 N1' 17' 38.90"E 0+00.00 37957.88 46785.53 5+93.18 38550.91 46798.93 N L6 67.37 S1' 17' 58.37"W 0+00.00 39627.16 47775.65 0+67.37 39559.81 47774.13 L39 1 380.00 1 N1' 17' 59.29"E 0+00.00 38144.69 46665.90 3+80.00 38524.59 46674.52 29th L7 23.33 St' 18' 17.57"W 0+67.37 39559.81 47774.13 0+90.70 39536.49 47773.59 SW Alley Number Length Line Direction Start Station Northing Easting End Station Northing Easting C1 175.07 301.52 S17 56' 19.19"W 0+90.70 39536.49 47773.59 2+65.77 39372.26 47720.43 - -- - - - - - Number Length Radius Line/Chord Direction Start Station Northing Easting End Station Northing Easting L4 384.15 N1' 22' 21.19"E 0+00.00 37568.88 1 47046.20 3+84.15 1 37952.92 1 47055.41 I LS 101.25 S34' 34' 20.81"W 2+65:77 39372.26 47720.43 3+67.02 39288.89 47662.97 29th North Water L40 295.32 S1' 17' 59.29"W 0+00.00 38144.69. 46665.90 2+95.32 37849.45 46659.20 C2 173.39 300.00 S18' 00' 55.40"W 3+67.02 39288.89 47662.97 5+40.40 39126.29 47610.09 Number Length Line Direction I Start Station I Northing I Easting End Station I Northing Easting z C5 78.75 50.00 S43' 49' 18.06"E 2+95.32 37849.45 46659.20 3+74.07 37798.32 46708.27 L9 169.85 St' 27' 29.99"W 5+40.40 3912629 47610.09 7+10.25 38956.50 47605.77 LS 620.91 Ni- 17' 20.13"E 0+00.00 1 38381.71 47065.09 6+20.91 139002.46 14707go6 L41 354.65 S88' 56' 35.41"E 3+74.07 37798.32 46708.27 7+28.72 3779138 47062.85 L10 189.68 S1' 27' 29.98"W 7+10.25 38956.50 47605.77 8+99.93 38766.88 47600.94 28th Water SE Alley - ad ,C3 173.39 300.00 515' OS' S5.53"E 8+99.93 38766.88 47600.94 10+73.32 38601.50 47645.48 Number Length Line Direction Start Station Northing Easting End Station Northing EastingNumber Length Radius Line/Chord Direction Start Station Northing Easting End Station Northing Easting L11 102.85 S31' 39' 21.04"E 10+73.32 38601.80 47645.48 11+76.17 38514.24 47699.46 L6 581.65 N7' 15' S3.62"E 0+00.00 37947.53 47347.52 5+81.65 38529.03 47360.36 L42 416.67 S88' S6' 35.41"E 0+00.00 37791.78 47062.85 4+16.67 37784.09 47479.46 C4 170.69 295.27 S15' 05' 43.30"E 11+76.17 38514.24 47699.46 13+46.86 38351.73 47743.30 27th Water C6 78.33 50.00 N46' 10' 41.94"E 4+16.67 37784.09 47479.46 4+95.00 37832.95 47530.37 L12 231.43 S1' 27' 54.44"W 13+46.86 38351.73 47743.30 15+78.29 38120.38 47737.38 Number Length Line Direction Start Station Northing Easting End Station Northing Easting L14 489.01 31' 27' 54.42"W 15+78.29 38120.38 47737.38 20+67.30 37631.53 47724.88 L43 292.05 N1' 17' 59.29"E 4+95.00 37832.95 47530.37 7+87.05 38124.93 47536.99 L7 536.85 Ni' 27' 38.66"E 0+00.00 1 37622.81 1 47713.63 1 5+36.85 38159.49 147727.31 L75 22.47 51' 27' 54.20"W 20+67.30 37631.53 47724.88 20+89.77 37609.07 47724.30 NE Alley Tierra Lane DRAWN BY:JPS L16 47.74 S1' 27' 09.14"W 20+89.77 37609.07 47724.30 21+37.51 37561.34 47723.09 Number Length Radius Line/Chord Direction Start Station Northing Easting End Station Northing Easting Number Length Line Direction Start Station I Northing I EastingREVIEWED BY:CGB End Station Northing Easting L17 42.01 S1' 24' 47.88"W 21+40.84 37558.01 47723.07 21+82.86 37516.00 47721.97 1 L44 330.00 N1' 17' 59.29"E 0+00.00 38124.93 47536.99 3+30.00 38454.84 47544.48 1-8 562.09 S88' 56' 38.68"E 0+00.00 1 37957.88 46785.53 1 5+62.09 37947.53 47347.52 PROJECT ENGINEER:CGB DESIGNED BY: BLB L18 167.20 S1' 28' 14.42"W 21+82.86 37516.00 47721.97 23+50.06 37348.86 47717.68 C7 78.54 50.00 N43' 42' 00.71"W 3+30.00 38454.84 47544.48 4+08.54 36505.96 47495.62 Cielo Way West L45 125.00 N88' 42' 00.71"W 4+08.54 38505.96 47495.62 5+33.54 38508.80 47370.65 Number Length Line Direction Start Station I Northing Easting I End Station Northing I Easting S 31 St SEWER MAIN ALIGNMENT DATA L9 396.75 S88' 42' 24.68"E 0+00.00 1 38161.87 1 46393.31 1 3+96.75 38152.92 46789.97 Number Length Radius Line Chord Direction Start Station Northing Easting 31 st Sewer Cielo Way East 9 / g g End Station Northing Easting Number Length Line Direction Start Station Northing Easting End Station Northing Easting L79 380.00 N1' 17' 59.29"E 0+00.00 37631.61 46519.32 5+16.28 38147.75 46531.03 Number Length Line Direction Start Station Northing Easting End Station Northing Easting L7 561.09 N7' 17' 59.29"E 0+00.00 37586.81 46518.30 5+61.09 38147.75 46531.03 L21 442.68 N1' 17' 59.29"E 5+16.28 38147.75 46531.03 8+96.28 38527.65 46539.65 L10 438.89 S88' 33' 26.23"E 0+00.00 38134.73 47351.65 4+38.89 38123.68 47790.40 L2 822.71 N1' 17' S9.29"E 5+61.09 38147.75 46531.03 13+83.80 38970.25 46549.69 L21 442.68 N1' 17' 59.29"E 8+96.28 38527.65 46539.65 13+38.95 38970.22 46549.69 Cielo Way North 30th 30th Sewer Number Length Number Length Line Direction Start Station Northing Easting End Station Northing Easting Number Length Radius Line Chord Direction Start Station Northing Easting 9 Line Direction Start Station Northing Easting End Station Northing Easting 9 / 9 g End Station Northing Easting f� L11 561.79 S88' 42' 00.57"E 0+00.00 38387.82 46795.31 5+61.79 38375.07 47356.95 K b L3 554.62 N1' 17' 59.29"E 0+00.00 38005.25 46797.67 5+54.62 38559.72 46810.26 F� L22 162.83 N1' 17' 59.29"E 0+00.00 37978.84 46797.08 1+62.83 38141.63 46800.77 Bennett Water - b L4 407.09 N1' 17' 59.29"E 5+54.62 38559.72 46810.26 9+61.71 38966.71 46819.49 L23 235.00 N1' 17' 59.29"E 1+62.83 38141.63 46800.77 3+97.83 38376.57 46806.10 14 L24 14 Number Length Line Direction Start Station Northing Easting End Station Northing Easting 5.00 S 29TH north-end N1' 17' S9.29"E 3+97.83 38376.57 46806.10 5+42.83 38521.53 46809.39 L12 540.47 S89' 15' 12.19"E 0+00.00 38974.84 47054.62 5+40.47 38967.80 47595.04 L25 445.29 N7' 17' 59.29"E 5+42.83 38521.53 46809.39 9+88.12 38966.71 46819.49 Number Length Line Direction Start Station Northing Easting End Station Northing Easting Clp� Fi � LS 448.02 N1' 17' 05.31'E 0+00.00 38515.41 47079.13 4+48.02 38963.3247089.17 L13 22.22 S1' 27' 55.01'W 5+40.47 38967.80 47595.04 5+62.69 38945.59 47594.47 kd kd S 29 th Ave - south end L14 68.72 S89' 14' 19.57"E 5+62.69 38945.59 47594.47 6+31.41 38944.68 47663.19 29th at Graff sewer Number Length. Radius Line/Chord Direction Start Station Northing Easting End Station Northing Easting L15 99.51 N79' 29' 5521"E 6+31.41 38944.68 47663.19 7+30.92 38962.81 47761.04 Pq Number Length Line Direct-ion . on Start Station Northing Easting End Station Northing Easting b L26 170.17. N1' 22' 51.65"E 0+00.00 37621.66 47058.75 1+70.17 37791.78 47062.85 L16t270.00 S88' 06' 08.46"E 7+30.92 38962.81 47761.04 11+23.26 38949.82 48153.16 L12 214.97 N1' 22' 52.26"E 0+00.00 37576.87 47057.67 2+14.97 37791.77 47052.85 L27 150.00 Nt' 22' S2.26"E 1+70.17 37791.78 47062.85 3+20.17 37941.74 47066.47 EU S77' 06' 30.54"E 11+23.26 38949.82 48153.16 12+73.55 38916.29 48299.6528th SewerS 29 th Ave - north end S88' 28' 24.29"E 12+73.55 38916.29 48299.66 15+43.55 38909.10 48569.57 Number Length Line Direction Start Station Northing Easting End Station Northing Easting 0-4 Number Length Radius Line/Chord Direction Start Station Northing Easting End Station Northing Easting 27th Water Bennett to Apex L6 450.84 N1' 17' 59.18"E 0+00.00 38508.80 47370.65 4+50.84 38959.52 47380.88 L28 145.00 N1' 17' 39.60"E 0+00.00 38370.45 47075.84 1+45.00 38515.41 47079.11 Number Length Line Direction Start Station Northing Easting End Station Northing Easting Cielo Way Sewer L29 484.36 N1' 18' 09.08"E 1+45.00 38515.41 47079.11 6+29.36 38999.65 47090.12 Li9 309.92 N1' 28' 17.08"E 0+00.00 38914.97 47593.66 3+09.92 39224.78 47601.62 Number Length Line Direction Start Station I Northing I Easting End Station I Northing Easting 28th L20 278.91 N34' 40' 31.08"E 3+09.92 39224.78 47601.62 5+88.83 39454.15 47760.29 L7 1 269.81 1 SBS' 42' 00.71"E 0+00.00 38147.75 46531.03 1 2+69.81 1 38141.63 46800.77 Number Length Radius Line/Chord Direction Start Station Northing Easting End Station Northing Easting L21 186.17 N1' 27' 48.49"E 5+88.83 39454.15 47760.29 7+75.00 39640.26 1 47765.05 , Bennett Sewer L30 160.21 N1' 17' 59.29"E 0+00.00 37968.73 47358.40 1+60.21 38128.90 47362.03 Number Length Line Direction I Start Station I Northing-[ Easting 9 End Station I Northing Easting L31 235.00 N1' 17' 59.29"E 1+60.21 38128.90 47362.03 3+95.21 38363.83 47367.37 L32 145.00 N1' 17' 59.29"E 3+95.21 38363.83 47367.37 5+40.21 38508.80 47370.65 L13 1062.39 S89' 15' 25.25"E 0+00.00 38970.22 1 46549.69 1 10+62.39 1 38956.44 47611.99 vto 4� L14 148.83 N83' 19' 27.28"E 10+62.39 38956.44 47611.99 12+11.22 38973.75. 47759.81 L33 450.74 N1' 17' 59.29"E 5+40.21 38508.80 47370.65 9+90.95 38959.42 47380.88 - � Alley A Sewer (SW AND-SE ALLEYS) Bennett Number Length Line Direction Start Station Northing Easting End Station Northing Easting Number Length Radius Line/Chord Direction Start Station Northing Easting End Station Northing Easting L8 809.14 S88' 56' 39.79"E 0+00.00 37798.46 46700.24 8+09.14 37783.55 4.7509.24 a L46 130.01 S89' 15' 20.59"E 0+00.00 38971.90 46419.70 1+30.01 38970.22 46549.69 Alley B Sewer (SE AND NE ALLEYS) a ne7 L47 269.82 S89' 15' 20.59"E 1+30.01 38970.22 46549.69 3+99.83 38966.71 46819.49 Number Length Line Direction Start Station Northing Easting End Station Northing Easting 00 L48 269.82 S89' 15' 20.59"E 3+99.83 38966.71 46819.49 6+69.65 38963.21 47089.29 L49 291.62 6+69 L15 28.34 N45' 10' 39.16"E 0+00.00 37783.55 47509.24 0+28.34 37803.18 47529.69 S89' 15' 20.59"E .65 38963.21 47089.29 9+61.26 38959.42 47380.88 L9 701.83 Nil' 17' 5929"E 0+28.34 37803.18 47529.69 7+30.17 38504.83 47545.61 L50 224.91 S89' 15' 20.59"E 9+61.26 38959.42 47380.88 11+86.18 38956.50 47605.77 �q L10 175.00 1,188' 42' 00.71"W 7+30.17 38504.83 47545.61 9+05.17 38508.80 47370.65 27th Secondary Access Alley C sewer (N ALLEY) a Number Length Radius Line/Chord Direction Start Station Northing Easting End Station Northing Easting o W 14 Number Length Line Direction Start Station Northing Easting End Station Northing Easting i a Fr L51 572.60 S1' 28' 08.59"W 0+00.00 40301.08 47793.16 5+72.60 39728.67 47778.48 'a In Q L11 561.41 S88' 42' 00.57"E 0+00.00 38521.53 46809.39 5+61.41 38508.80 47370.65 � L52 101.55 S1' 35' 34.09"W 5+72.60 39728.67 47778.48 6+74.15 39627.16 47775.65 Tierra Loop s Number. Length Radius Line/Chord Direction Start Station Northing Easting End Station Northing Easting L53 14.56 Si' 17' 59.29"W 0+00.00 37978.84 46797.08 0+14.56 37964.29 46796.74 SHEET _ C1.®5 C9 27.56 17.50 S43' 49' 20.27"E 0+14.56 37964.29 46796.74 0+42.13 37946.39 46813.92 8 L54 526.42 S88' 56' 39.83"E 0+42.13 37946.39 46813.92 5+68.54 37936.69 47340.24 GRAN CIELO C8 27.41 17.50 N46' 10' 37.31"E 5+68.54 37936.69 47340.24 5+95.96 37953.79 47358.08 DATA TABLES 99 �S BUILT g DATOE:E NOVEMBERI30 2018 L55 14.94 N1' 17' 59.29"E 5+95.96 37953.79 47358.06 6+10.89 37968.73 47358.40 y u I STA 15+78.28, 24.00' w N GB TBC EL. 4968.45 ¢N STA 15+78.29, 0.00' GB CL-FG EL. 4968.75 1 STA 15+45.89, 23.92' STA 20+64181, 49.13' SCALE EXTG 12" DI END CURB TBC EL. 4968.12 EXTG WOVEN PT TBC EL. 4978.03 WATER MAIN ; WIRE FENCE 4" SCH40 PVC IRRIGATION MATCH EXTG u ' SLEEVE EVERY 100' (TYP) I12" DEAD END BARRICADE (TYP) 14' BOULEVARD AND 6' R25.0' EXTG MAIN PVC o SEE DETAIL SHEET C6.0 WIDE, 6" THICK SIDEWALK llnd,= SOt'eet . MAIN Q REROUTED DITCH STA 20+39.81, 23.97' PC TBC EL. (4977.46) 4977.40 1 �` 90.0' ROW -444! CMP CULVERTCURB & II II 18' TO TBCBC GUTTER (TYP) 15' WIDE GATE I o -_ ... .. _ .- --.- ... .- - x...- ...-«-x 9�k.YI- -r-*s- '`z 8 STRUCTURES v: II OUTLET STRUCTURE W/ EDGE OF EXTG ASPHALT j r� S27THAVE TRASH RACK. m (� 3+00 -�14 F00-� .I_ 15+00 _ 16+00 _ _17�00 S1• pT 154,42"W 18 00- {- 19+00 __20+00 21+00 5D 22+00 �23�+_00; -2 I MATCH DITCH FL t I� SAWCUT 1' FROM EDGE Q (~ 489.01' -'--NN - -- III OF EXTG ASPHALT TEMP RET'N POND A 0 ^I^ - I EXT'G SDMH VOLUME = 4,347 CF= - - t '-xs9 ^I III III RIM 4978.00 z = TOP POND 4968.0 __ �' 25" I INV IN 5 4973.09 BTM POND 4966.5--- _ ROADWAY �/ ( ) -- EXTG CURB INLET STA 20+22- STA. 21+90 TBC 4978.50 EXTG FENCE - - END CURB AND GUTTER x� . RIM 4978.00 N N L=170.6.9 R=295.27' I CURB & (3)12" PVC CONDUITS A=33.12 14' BOULEVARD AND 6' GUTTER TYP I 25.0' I a -INV OUT(NW) 4974.41 9 ( ) 1 4' SCH40 PVC CONDUIT STA 15+45.74, 24.D8' WIDE, 6 THICK SIDEWALK I I II \ CHRIS G. T'G SSMH 30" PVC STORM PIPE PC TBC EL. 4968.11 �' I y BUDE BEGIN CURB AND GUTTER STA 16+10.74, 24.08' STA 20+40.64, 77.40 1 IM 497S) PC TBC EL. (4969.14) 4969.10 PC TBC EL. (4977.49) 4977.40 V IN (S) 4964.65 �Da% R15.0' - R15.0' R25.0' V O ( 4964. p ,�Lt II w WATER 1M DI emsE° 4 V OUT(E) 4964.45 IpIN WATER MAIN STA 15+60.74, 39.04' 3 ADA RAMP WITH TACTILE \ _IIIIII II . so s° s° PT TBC EL. (4968.16) 4968.59 I I SURFACE (TYP) STA 20+65.64, 48.85' 1 20+00 II L 5 21 00 L16 22+00 W I I I + -"� - -_-- DRAWN BY:JPS PT TBC EL. (4978.07) 4977.98 U STA 15+95.74, 39.12' IIIIII E-�w PT TBC EL. (4968.74) 4968.93 c NEW E.O.P. . w @ w REVIEWED BY:CGB 7 w 0 PROJECT ENGINEER:CGB SEE C2.05 FOR 1% a BARTER DESIGNED BY: BLB CONTINUATION i a as as _ CREEK FL I-x \. - - s-I - - - - - - S 27TH AVE PLAN - - - ' - - > 1 EXT OR G STORM DRAIN INLET RIM 4977.93TOR 6.0' DIA. MANHOLE 1 I INV OUT(NE) 4974.64 HORZ. SCALE: 1" = 50' I I INLET STRUCTURE W/ 1 TRASH RACK FUTURE PHASE(N.I.C.) PHASE I IMPROVEMENTS MATCH DITCH FL±4976.06 30" PVC STORM PIPE I I I I I " � PVI STA: 20+24.85 1_ ��-- PH PVI ELEV: 4977.59 k� e� K: 87.10 ee----�� LVC: 110.00 o 5000 I 1 I 1� pq <! 44 rn ^ 4990 S 27TH AVE AND GRAF ST DETAIL ® y� 3 m FINISHED GRADE + o+ STA 20+88.48 HORZ. SCALE: 1" = 30' o +rn AT ROADWAY FL m a N EXTG MANHOLE w a6i Lji RIM EL 4978.05 a II EXTG GROUND GRAF ST CL 4980 f GRADING REVISION NOTES N 30" PVC, 99LF - STA 20+35.50 B 0.58% +39.67 1. EXAMPLE OF GRADING CHANGE - 6' MH RIM 4977.66 STA 21 STRUCTURE INV OUT INLET STRUCTURE 4970 STA. 20+40.64, 24.03' at",cV UTILITY CONDUITS -497388- W/TRASH RACK PT TBC EL. (4977.23) 4977.18 H - - J I STA 20+38.14 4973.10 EXTG DITCH FL f4976.06 IT,W 30" INV THRU 972.51_4972.59 i I PREVIOUS ELEVATION J `REVISED ELEVATION STA 20+76.41 4960 IN PARENTHESIS EXTG 12' WATER MAIN IN f4969.52 W POTHOLE AND VERIFY PRI R TO M EDIATELYYNIFNDISCREPANCY INEER y pq IS FOUND. �d 495D Q` 4940 pq v 4930 C-� EXTG GROUND q FINISHED GRADE ® N ® M op op u 4920 8 M O o o l2 C2 c2 2 n�t r2 N O N as N O Of tD O M n O 07 r- O N O M O m r O O M 1 1 a d t(1 d'tp no w n a0 a0 M m m O c N M M a <N 16 n r n 0]°J O m 1�'1 o0 mn nn �n nn nn nn nn nn nn nn nn rn rnrn rnrn rnm mw rnrn mrn mm rnm rnrn mrn rnan rnrn rnrn rnrn rnan mo+ rnrn -00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23-50 SHEET C2.®2 GRAN CIELO S 27TH AVE PROFILEHORZ. SCALE: ;�_ ROADWAY VERT. SCALE: 11" = 10' �"" ����� DATOE:E NOVEMBERi 2018 i 'o Q O O� M }}O DO SCALE 3 a ro 0 l inch= SO feet I �EE SEE C2.06 FOR . . _ . . - . . - - . . - . . . . - . . . . _ . . N . .CONTINUATION STA 13+11.51, 49.13' FOR PT TBC EL (4977.49) 4977.40 SEE C2.02 FOR m CONTINUATION CONTINUATION o _ - /.' 6.0 FT. DIA STORM MSTOR ANHOLE t STA 1+47.68, 35,72' I EXTG DITTO ECH FL PT TBC EL (4975.81) 4975.76 STA 6+69.74, 39.00' ABANDONED R25.0' F 30" PVC STORM PIPE J W STA 12+79 9 GB CL-FG EL 4978.75 I N STA 1+12.68, 38.93' I .� - (3)12" PVC CONDUITS m ADA RAMP WITH TACTILE STA 6+52.26, 38.92' o STA 6+87.24, 39.10' 14' BOULEVARD AND 6' (1) 4" SCH40 PVC CONDUIT PT TBC EL. 4975.53 'd o F, I SURFACE(TYP) - PT TBC EL. (4978.16) 4978.33 I +� PT TBC EL (4978.63) 4978.68 WIDE, 6" THICK SIDEWALK STA 12+86.52, 24.29' .'�JEDGE OUTLET STRUCTURE a bbb STA 0+97.68, 24.00' M N. i I I I PC TBC EL (4978.07) 4977.98 IW/TRASH RACK z PC TBC EL. (4975.97) 4975.86 STA 1+62.68, 24.00' STA 6+37.26, 24.00' J tri STA 7+02.25, 24.00' PC TBC EL. 4976.24 PC TBC EL. (4978.59)4978.80 I CURB &GUTTER (TYP) PC TBC EL (4979.07) 4979.15 - . . - . . . .- . . . . - "" - . . . . - . - . - . . . . - . . - . . - . . - . . A W CO T E1 FT FROM ASPHALT. �. s �. SD SD EDGE G EXTG 12" DI h` 81 Iy ATER MAIN0+00 LI 1+00 2+00 3+00 - L2 4+00 5+00 S88' 56' 37.94"E 6+00 'o 7+00 48.0' 8+00 9+00 I_ -4 F � - � o I 90.0'� _ L3 10+00 11 00 12+00 13+00 14+00GRAFSTREET 539.52' + ROWTBC O- -I F-� - -.- - - I I o d SD D r----- ---------rt----------r----------I---- -t----------r-- ---- -- - D sD D- D ---I-- --------I'----------� ROADWAY ------I----------Y----------r �- - S.S. MAIN DRAWN BY:JPS STA 0+95.63, 24.01' S� STA 12+24.98, 23.74' CURB INLET TBC EL. 4975.99 GB TBC EL. 4978.88 . f 6 EXTG SDMH 12" PVC INV. OUT (S) EL. 49�3:99 4973.38 EX N4978.00 7S O4973.09 REVIEWED BY: BILE STA 12+79.12, 23.71' ( ) PROJECT ENGINEER:CGB PC TBC EL. 4978.61 EXTG CURB INLET DESIGNED BY: BLB TEMP. RETENTION POND R25.0' II TBC 4978.50 TOP OF POND 4975.39 4" SCH40 PVC IRRIGATION SLEEVE I v RIM 4978.0 BOTTOM OF POND 4973.89 NEW FARM FENCE EVERY 100' (TYP) L= ±1370 LF. >< g II INV OUT(NW) 4974.41 PIPE NEW IRRIGATION DITCH FUTURE 10' BOULEVARD II EXTG SSMH ALONG NEW FENCE LINE. EXTG STORM DRAIN INLET I RIM 4978.05 CONNECT DAYLIGHT TO EXTG AND 10' WIDE, 6" THICK I.. INV IN (S) 4964.65 GRADING REVISION NOTES DITCH TO THE WEST. SIDEWALK TBC 4978.43 INV I ( ) 4964.65 INV O INV OUT(NE) 4974.64 OUT(E) 4964.4.45 1. EXAMPLE OF GRADING CHANGE STA. 20+40.64, 24.03' STA 13+04.07, 98.63' II EXTG 12" DI WATER MAIN ® 44 PT TBC EL. (4977.23) 4977.18 PC TBC EL. 4978.64 \\ I I �GRAF STREET PLAN PREVIOUS ELEVATION J `-REVISED ELEVATIONI � P IN PARENTHESIS HORZ. SCALE: 1" = 50' II EDGE OF NEW ASPHALT F, PAVING pq z 5010 pq 5010 PVI STA: 8+90.55 PVI ELEV: 4980.49 K: 137.33 150.0 LVC: 50.0 5000 �! 0 fe�7 M5000 o;W O n +On +rn o FINISHED GRADE o N o N p M p 499C� II AT ROADWAY O w +rn +rn m w N W4990 �S 29th AVE. CL S 31 st AVE. EXTG GROUND STA 6+69.54 rn v STA 13+01.20 STA 13+TI.00 OUTLET STRUCTURE EL = 4979.24 cNi 41 �w 6' SDMH RIM 4977.66 STA 1+30.00 W/TRASH RACK EL = 4976.37 EXTG FL DITCH 4980 -0.55% 49tsu -0.55% 75.31 0.54% 0.467. 30" PVC, 84 LF -0.50% 497p STA 6+33.00 UTILITY CONDUITS STA 0+60.0D NO PIPE INSTALLED. IRRIGATION DITCH I' G%:,,o:rmTc,T 4970 LL IN ^^� '4 DUG TO ENSURE FLOW PER PLANS' ^^ ""' 4976 99 o�4yo -GRADE TOTMATCH�EXT'G Lr GRADE DITCH TO STA 13+85.95 O4V AND ENSURE FLOW '5::_�-r.� ENSURE FLOW STA 13+03.85 - INV IN =+=r?r 4972.15 1� t� t- INV THRU 'ram-o;-4972.59 � 4960 STA 13+27.99 4960 A EXTG 12" WATER MAIN INV ±4969.13 POTHOLE AND VERIFY PRIOR TO > EXTG GROUND FINISHED GRADE COSTRUCTION. NOTIFY ENGINEER �-a AT ROADWAY rL IMMEDIATELY IF DISCREPANCY a ® w IS FOUND.- h� 49504950 i �1 Z N t2 MM O On Mi(J MN aO OI rnO NM 00 Nn MAD GJ N Orn Nm rnM NO bM •Frn O� rn nN W U)n o pi �n �� ON OsH On OO ON 00 7oD O OM Ot0 Orn O O� rnn 00 O Cl ON O N� Mt0 �t M �O i, W N n N O W iris uim uim rovi mco u;r con �o� tom �ro �m �� is ao ao of rorn not r;o ro no no ooi �6 of wrn rnrn 6p6 �m noo aom ® U CID to nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn nn IDo nm nm nro nn nn nn nn nn nn nn Cd rn rn m rn rn rn rn rn rn rn rn rn rn m rn rn rn rn m rn rn rn rn rn rn rn rn rn rn rn rn m rn rn rn rn rn rn rn rn rn rn rn m m rn rn rn rn rn rn rn rn rn rn C. .rd- as �v era d-a e a as a.r a� �a d-a d-a .ra .ra av a� mod- as a� av .ram .r<r as ® to 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 '8+00 9+00 10+00 11+00 12+00 13+00 14+00 i i i GRAF STREET PROFILE � SHEET HORZ. SCALE: 1" = 50' ` 3 C2,®3 VERT. SCALE: 1" = 10' i GRAN CIELO ROADWAY PROJ"S BUILT DATEECT07.15.19130 yp` O W N �N M O Y O] Z Q Q O 0: SCALE SEE C2.07 FOR I I o CONTINUATION wj (� SEE C2.08 FOR 1 inch 50f-t _ L - J ,� CONTINUATION x - - 0o L-- N ha o u� 0 CIELO WAY CIELO WAY J m m STA 2+95.2 (LT), 17.50' GB TBC EL. 4972.80 SEE C2.05 FOR SEE C2.05 FOR CONTINUATION o - STA 2+95.2, 0.00' CONTINUATION - Z STA 0+42.19, 32.56' GB CL-FG EL. 4972.90 PC TBC EL. (4970.29) 4970.50 STA 0+57.19, 17.50' PT TBC EL. (4970.69) 4970.94 STA 6+10.89, 17.50' SEE C2.13 FOR PT TBC EL. (4971.02) 4971.05 CONTINUATION SEE C2.13 FOR ' I * cuois a .k CONTINUATION I 5.5' BOULEVARD AND 6' D925 PE + WIDE, 6" THICK SIDEWALK STA 5+53.60, 17.50' ,P + _ + ,p STA 0+14.55. 17.52' o. ��h CE ROADWAY PC TBC EL. (4971.31) 4971.36 CENSER PC TBC EL. (4970.51) + 0 6+11: I A 4976.57 0.,0 + ;9a1^� L=27.56', R=17.50' oS t+�00 35.0' TBC 2+00 - 3 1- 4+-0 60.0'5+00- J A=90.24 `'e _ TO TBC - _ I 'I'- STA 5+95.96, 17.50' I DRAWN BY:JPS _ o o,I, TIERRA LANE ROW. PT TBC EL. (4971.06) 4971.01 REVIEWED BY:CGB PROJECT ENGINEER:CGB - STA 2+62.03, 17.50' R� - - DESIGNED BY: BLB PC TBC EL. 4972.75 4972.64 Q� STA BC EL.3, 17.51' STA 0+42.73, 17.50' ( ) �� PT TBC EL. (4972.82) 4972.72 L=27.41', R=17.50' PT TBC EL. (4970.85) 4970.94 ADA RAMP WITH TACTILE : _ 0-89 75 SURFACE (TYP) STA 3+12.03, 32.42' 1 4" SCH40 PVC IRRIGATION SLEEVE I �1 PC TBC EL. (4972.02) 4973.19 EVERY 100' (TYP) ,� STA5+68.54, 17.50' I STA 2+77.03, 32.59' 'J." STA 2+94.60, 20.00' PC TBC EL. (4971.32) 4971.28 GB CL-FG EL. (4972.33) 4973.13 PT TBC EL. (4971.98) 4973.11 I 6.5' BOULEVARD AND J N STA 2+94.62, 32.17' 5' WIDE, 4" THICK GB CL-FG EL. 4973.30 - SIDEWALKLA \ ALLEY ALLEY P, TIER RA LANE]PLAN pq HORZ. SCALE: 1" = 50' GRADING REVISION NOTES 1. EXAMPLE OF GRADING CHANGE rn STA. 20+40.64, 24.03' ® P-I PT TBC EL. (4977.23) 4977..18 'PREVIOUS ELEVATION `-REVISED ELEVATION IN PARENTHESIS 5000 5000 PVI STA: 2+94.72 PVI ELEV: 4972.90 P4 K: 91.84 P4 b LVC: 122.79 4990 4990 (E S 30th AVE. a rL S 28th AVE. STA: 0+00,19- FINISHED GRADE M N t N co STA: 6+10.89 EL = 4970.60- AT ROADWAY CL N N N EL = 4971.15 n n 4980 EXT'G GROUND- 4980 01 N W U U m m W 0.78% 4970 - - - - - - - - - - - - 4970 ? SEE C2.07 FOR SEE C2.08 FOR W (� CONTINUATION CONTINUATION 4960 4960 Q v�i 4950 4950 P eV EXT'G GROUND -FINIS HED GRADE ° No AT OADWAY� i 4940 4940 3 ® N N OI N D] n n M t0 N� O O ;O N N d• DO n N 01 n 9 � �•� 'o �m NM nn n� DON On O<OOn 017 NN V) CR O O O O O N O N N N N N d m n m rn rn rn rn rn rn rn rn rn rn m rn m rn m rn 0+00 1+00 2+00 3+00 4+00 5+00 6+00 s i SHEET C2.04 GRAN CIELO TIERRA LANE PROFILE HORZ. SCALE: 1" = 50' f ROADWAY VERT. SCALE: 1" = 10' - fAS- BUILT i PROJECT: 17-130 DATE: 07.15.19 i SEE C2.13 FOR SEE C2.07 FOR SEE C2.08 FOR SEE C2.09 FOR CONTINUATION CONTINUATION CON, ""ON r CONTINUATION w N ' r ' - ' ' ',STA 0+50.00, D.00'- ' ' - ' STA 4+75.00, 17.50' 6.5' BOULEVARD AND 5' \ \ \ o - STA 2+52.31, 32.50' WIDE, 4" THICK SIDEWALK - . . - . . SCALE I I I II I III CI-FG EL. 4964.50 �- - GB TBC EL. 4964.70 \ �\ I I I I STA PT TBC EL. 4964.63 STA 2+87.31, 32.50' FUTURE PHASE z o STA 0+17.50, 32.50' I 2+37.31. 17.50' �. PC TBC EL..(4964.60) 4964.63 \ \ ELITU) 3 a PC TBC EL (4963.42) 4963.40 I PC TBC EL (4965.02) 4965.10 .y I I SEE C2.13 FOR - . I I STA 3+02.31, 17.50' I .�, CONTINUATION 1 inch= 50 feet III 4 II I I STA 2+00.00, 17.50' PT TBC EL. (4965.03) 4965.10 F ' I I I Uj I I STA 0+32.50, 17.50' GB TBC EL. 4965.30 \\ \ I 1 PT TBC EL. (4963.66) 4963.86 vi STA 3+25.00, 17.50' N III II I I ■, 1 ,�1� . . STA 0+75.00, 17.50'- GB TBC EL. 4965.45 R I I I I 1 111 11I ADA RAMP WITH TACTILE Q' GB TBC EL. 4964.55 .o' SURFACE (TYP) 1 Ln STA 5+43.91, 32.50' ' I PHASE I BOUNDARY I II I I z I 0+00 1+00 2+00 ' .I PT TBC EL. (4963.59) 4963.52 •`\ O FUTURE PHASE I I I I I i _ - _� _ 35.0' TBC TO_ I _ _ 3+00 _ -4+00 60.0' 5+00 5+61 I II (N.I.C.) I PHASE I BOUNDARY ' CONCRETE VALLEY TBC ROADWAY - --I ROW} I STA 5+28.91, 17.50'IELO WAY I I GUTTER (TYP) I PC TBC EL (4963.79) 4964.00 I TEMP RET'N POND C II I II I I W I > J SEE SHT C2.06 ' I o• 5.5' BOU EVARD AND 6' CURB & GUTTER (TYP) pCTTBC+28.91, 17.50' STA 3+51.45, 32.46' lIII F 1 DEAD END II WIDE, 6" ICK SIDEWALK EL. (4964.13) STA 5+15.00, 0.00' PT TBC EL. 4968.11 BARRICADES I I I II I I I 6.5' BOULEVARD AND 5' I I SEE SHEET I I I WIDE, 4" THICK SIDEWALK STA 0+32.50, 17.50' 4964.43 CL-FG EL. 4964.58 I ■ I pp N �`. o C5.02 I ■I I I PT TBC EL (4963.64) 4964.29 I II TEMP RET'N POND A Z = I II STA 5+43.91, 32.50' I STA 3+36.45, 17.50' I I I STA 3+35.00, 17.50' STA 3+25.00, 5.55 II II SEE SHT C2.02 STA 1+12.50, 32.50' III � STA 2+69.87, 17.62' CL-FG EL. 4965.55 PT TBC EL. (4964.58) 4964.66 � � PC TBC EL (4968.16) 4968.59 I PT TBC EL. (4965.89) 4966.05 I I GB TBC EL. 4967.94 I GB TBC EL. 4965.73 I 1 - I STA 2+20.00, 17.50' m4T ro I I III F STA BC EL.0, 964.0' `STA 2+69.81, 0.00' GB TBC EL. 4969.52 I STA 0+97.SQ 17.50' I I II I I STA 1+47.50, 32.50' � o e•o PC TBC EL (4964.07) 4964.46 I I I I I I I CHRIS G. PC TBC EL (4966.19) 4966.35 I III PC TBC EL (4965.89) 4966.05 I CL-FG EL. 4965.60 I STA 2+20.00, 0.00' I III II I B RIS [q STA 0+60.00, 17.50' I STA 1+62.50, 17.50' °.1 .PE GB TBC EL. 4967.12 GB CL-FG EL. 4969.62 DEAD END III II I PT TBC EL. (4966.18) 4966.52 I I STA 3+82.31, 32.50' STA 0+75.00, 17.50' I III II <1eERse� y�'� STA 0+00.00, 17.50' GB TBC EL. 4968.80 6.5' BOULEVARD AND 5' BARRICADES (TYP) BEGIN CURB I STA 2+00.00, 17.50' PT TBC EL. (4967.04) 4967.28 ' I I I,SEE SHEET C6.01 S TBC EL. 4967.42 - GB TBC EL. 4967.16 ,p . 3 9 WIDE, 4" THICK SIDEWALK I' ,o, ,�• . . .__I �, . . -. �. STA 0+17.50, 32.50' ' I. DEAD END o- PC TBC EL. 4967.60 Ir CURB AND M � - GUTTER (YP) STA 3+25.00, 0.00' DRAWN BY:JPSBARRICADES m - GB CL-FG EL. 4968.95 SEE SHEET •iyMSTA 3+67.31, 17.50' i REVIEWED BY:CGS C5.02 DO 35.0' TBC TO 1+00 2+00 ROADWAY 3+00 PC TBC EL. (4967.37 4967.75 STA 0+32.50, 17.50'_ _ PROJECT ENGINEER:CGB + i- � - 60.0' +00 ) PT TBC EL. 4967.99 4968.07 0+00 ROADWAYCIELO WAY C TO_ E- _60.0'- _ 2+00 +003 75 DESIGNED BY: BLB STA O+OO.OD, 0.00' BD ROW ( ) 1+00 _ ICL-FG (4966.82) ROW CIELO WAY ISTA 3+36.27, 17.50'4967.52 ' �' STA 3+67.31, 17.50' 'PC TBC EL. (4968.74) STA 0+00.00, 17.50' 4i o PC TBC EL. 4967.98 BEGIN CURB �� ,�, STA 1+62.50, 17.50' ,, ( ) 4968.13 STA 0+50.00, 0.00'PT TBC EL. (4967.17) 4966.94GB CL-FG EL. 4968.77STA 0+32.50, 17.50'TBC EL. 4967.42 STA 0+80.00, 0.00'GB CL-FG 4967.12 STA 2+20.00, 17.50 STA 3+51.27, 32.54' STA 1+47.50, 32.50' PT TBC EL. (4968.44) PT TBC EL. (4969.14) I GB TBC EL. 4969.PC TBC EL. (4967.31) 4967.18 STA 3+82.31, 32.50' I4968.58 4969.10 STA 0+97.50, 17.50' PT TBC EL. (4968.43) 4968.35 I STA 0+17.50, 32.50' STA 2+27 J PC TBC EL. (4967.01) 4966.93 6.5' BOULEVARD AND 5' 4" SCH40 PVC IRRIGATION SLEEVE PC TBC EL. (4968.87) (3)12" PVC CONDUITS WIDE, 4" THICK SIDEWALK I J�l _ EVERY 100' (TYP) _ 4968.80 (1) 4" SCH40 PVC CONDUIT STA 1+12.50, 32.50' I PT TBC EL. (4967.14) 4967.18 : CURB & GUTTER (TYP) I I I - I ® b ADA RAMP WITH S RFA CTILE WITHCEA(YP) b CEILO WAY PLAN I I I I I: � I GRADING REVISION NOTES 1. EXAMPLE OF GRADING CHANGE STA. 20+40.64, 24.03' PT TBC EL. (4977.23) 4977.18 PREVIOUS ELEVATION J REVISED ELEVATION EY IN PARENTHESIS PVI STA:1L+75.01 (L S 29th AVE. PVI ELEV. 4969.02 4990 4990 PVI STA: 2+69.81 4990 K: 77.73 N4990 PVI ELEV: 4965.20 4990 LVC. 100.00 ,�49901,4 o w o m a �°i K: 85.17 ¢'vi ao c «_M r-rn m LVC: 100.00 FINISHED GRADE +o rn +O1 °� AT ROADWAY� n M d' r%1 FINISHED GRADE _a a .Q II 496Ca N-a IIlo AT ROADWAY(L 1n- 4980 t +rn 4980 iri vi w~ w F w w4980 M -o 44980 N N ro EXT'G GROUND 'N w4980 w N EXT'G GROUND w °�m m rn N_¢ II q S 28th AVE. +a N rn rn rn_ STA: 0+00.00 - S 30th AVE. _+rn + FINISHED GRADE c� w -EL = 4966.33 v tx cwi STA: 0+00.00 N d- M a. AT ROADWAY Q mif 4970 4970 TEL = 4964.04 vi w vi 4i I 4970 4970 -0.55� 3.00-3.ppg 0.54q 3.00° m o EXT'G GROUND 4970 •00� 0.75� - - - - - -0.547 3.00� 4970 STA: 1+11.50 .00% - 0.64% -0.549 STA: 0+18.50 STA: 1+48.50 - - - - - - - - - - _ _ 3.00° EL = 4967.74 EL = 4966.10 EL = 4966.10 4960. 4980 4960 4960 UTILIY CONDUITS 4960 STA 2+64.90 STA: 0+15.50 4960 1� CL ALLEY 66.84 EL = 4963.58 W 4950 4950 4950 4950 4950 4950 �A (�a EXT'G GROUND FINISHED GRADE EXT'G GROUND FINISHED GRADE ro EXT'G GROUND FINISHED GRADE � z 4940 4940 4940 v < 494-0 4940 4940 nM W OJ �N nrn �cr M W M ON NN a �! a (O N rn,f1 n rn c0 Mrn Ncp nM n0 ON as tp0 N to N u0N �n QO dd Mn M rn Q] <pM 1p 0 N� con [pupOrn On ~ n N rn� N N a M d' d-n 1�O (p M rn rn M O M W v1.- pJ N n N O i(1 O 1p 1� 10 M M N �rn M nro nm nro nm nm nm noo mn �ro if1 cp Nc0 1p t0 Nt0 [O 1p tp c0 cpn 1p n cpn Md- MM Md M� Mµ MN M1[1 In Ma Mgt MM M 1`] •t <p(O tp<p NO 1D<p Nm [DN NO [pN cpro ® W [p tp p)cp tp cp 4J(p tp tp 0 4J 0 cp tp[p (p(p fp(p tp t0 fp fp [D tp tp tp tp 1p 1p Ip (p(p fp(p (p(p [p fp [p [O fp rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn m rn m rn rnrn rnrn rnrn rnrn rnrn rn rn rnrn rnrn rnrn rnrn w rn rnrn rn rn rnrn rnrn rnrn rnrn rn rn rn d-� �� d"a �� �CR as air ae Ord- .ram d d- a.r ad a<r a•.r �a �a d-.� C` ® U rn C` W 0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 4+00 5+00 5+61 0+00 1+00 2+00 3+00 3+75 u,> C, CIELO WAY PROFILE SHEET HORZ. SCALE: 1" = 50' C2°05 VERT. SCALE: 1" - 10' R GRAN CIELO I ROADWAY AS BUILT 2 PROJECT. 17-130 W O F N Q O O� M O SCALE I m ss w EXTG DITCH FL 3 0 DEAD END EXTG WOVEN WIRE FENCE linch= SO FeetEXTG BARBWIRE BARRICADES (TYP) FENCE SEE SHEET C6.01 STA 0+23.86, 32.44' EXTG BARBWIRE FENCE PC TBC EL (4975.97) 4975.58 \ EXTG BARBWIRE FENCE CONCRETE VALLEY PHASEI BOUNDARY R15.0' GUTTER (TYP) V'� _ rn STA 0+38.86L7ADA 17.50' STA 4+98.78. 32.50' S 5.53 N 7 - PT TBC EL. (4967.01) 4966.93 STA 5+33.78, 32.50' _- TH TACTILE 6.5' BOULEVARD AND 5 1 PC TBC EL. (4966,19) 4966.350 N -) WIDE, 4" THICK SIDEWALK ADA RAMP WITH TACTILEEXTG DITCH FL 1+00.00, 17.50' I SURFACE(TYP)BC EL. 4974.20 CURB &GUTTER (TYP) R15.0' R15.0' 60.0 R W STA 4+83.78, 17.50' STA 5+48.78, 17.50'1+00.00 0 00' 35.0 TBC PC TBC EL. (4967.14) 4967.18 PT TBC EL. (4965.89) 4966.05 FUTURE PHASE (N.I.C.) CL-FG 4974.29 TO C TEMP. RET'N POND C - I - - -. . - . . VOLUME=9,390 C.F. . . . . - . J L - - . . . . - . . o .BOP POND 4966.0 4964 5 - . . . - . . cz -- --- -- T PO _ __ _ _ _ + 0+00 1+ 0 _ S.31ST AVE - 2f - - 3+- 0�a N 1_7 7' 59.29"E 4+00 -I 5+00 e -6+00 ----7 Ip0-----8+00- ---9+00--- "�"0+00 ----------p ""�` - - - - --- N N + - - 11+0 12+00 - - --13+0011 13+39 cxxis c. 516.28' v. - - - '--I - -I II STA 5+48.78 _ BUBE v l _ END PHASE I ASPHALT PAVING-_ _= T -___ B STA 4+83.78, 17.50' - _____ _ S<,�ExsEo E W STA 0+47 GB A TBC EL.0497429 _ -4" SCH40 PVC IRR GATION PC TBC EL (4967.31) 4967.18 PTAT5 48.7. 17.589) 4966.05 - - - -�Bsr--- -- -- - --- - --- - - - - I / A �! (x1 (3) 12 PVC CONDUITS SLEEVE EVERY 100' (TYP) I R15.0' R15.0�r I �Q II 7 ;(1) 4" SCH40 PVC CONDUIT STA 4+98.78, 32.50C /y I) DRAWN BY:JPS F STA BC EL.8, 966.1 REVIEWED BY:CGB I � 6.5' BOULEVARD AND 5' PT TBC EL (4967.17) 4966.94 � I PC TBC EL. (4966.18) 4966.52 I � �S I I STA 0+39.13, 17.50' O a - --- -- WIDE, 4" THICK SIDEWALK of I. PT TBC EL (4975.80) 4975.76 W PROJECT ENGINEER:CGB DESIGNED BY: BLB I � R,S.D' - . . - . . - . . u � . . - . . - . . - . . - . . - . .- . . � --- I .III II STA 0+24,13, 32.56' DGATE AT.TFY ALLEY _ _ - EXTG WOODHEA STRUCTURE PC TBC EL. 4976.24 1. rt SEE C2.03 FOR I ( SEE C2.11 FOR o CONTINUATION CONTINUATION SEE C2.07 FOR �' SEE C2.14 FOR CONTINUATION CONTINUATION SOUTH 31ST PLAN b � HORZ. SCALE: 1"= 50' GRADING REVISION NOTES "� f b PH 1. EXAMPLE OF GRADING CHANGE F STA. 20+40.64, 24.03' PHASE I IMPROVEMENTS PHASE III(N.L PT TBC EL. (4977.23) 4977.18C.) PREVIOUS ELEVATION REVISED ELEVATION 5000 IN PARENTHESIS soao � �O b � � I 4990 GRAF ST. STA: O+OOAO 4990 EL = 4976.37 a N� FINISHED GRADE AT ROADWAY FE w-� 4980 v II N 3-009, - w _�m 4980 EXTG GROUND �_+a 4970 N -M a4970 UTILITY CONDUITS a p w 4960 4960 N TEMPORARY RETENTION POND. SEE DETAIL 5 SHEET C6.04 -1.00%3.00 4950 LT] . 4940 4940 C -+ EXTG GROUND FINISHED GRADE N p �a 4930 �O ® pq c � 4930 b Y ID 0rn I r mq t fp In N 7 O N N� M O O coN M d o N W tD� rn M O O 1� w o d N M rn N O O eF tO d M �(O MIA v N tR M W N a0 ID rn h aD a p� p, pp I•) O st N tO d W h 0 rn O M N I(1 a O N N O O O N N M I(I N r h 0 I O Oi O �rn m(O n r [O IO N O 7 N d am} M M N N �N O� O O o. ¢]ap r n c0 r IO cO N I[l d- W m r r n n r r r r r r r O r t0 IO c0 t0 O t0 t0{O [O t0 cD f0 (0 c0 t0(0 N t0 t0(CI tp UJ (D c0 to N I() N In N I6 6 In N to I(] N In N N w rn rn rn rn rn rn m rn rn rn rn rn rn m rn rn rn rn rn rn rn m 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 o-d d-a 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 - 10+00 11+00 12+00 13+00 13+39 SIBEE'T SOUTH[31ST PROFILE (;2,06 HORZ. SCALE: 1"= 50' GRAN CIELO VERT. SCALE: 1" = 10' [�v ROADWAY ABU��� DATE:ECT07.15.19130 w N i I I I II II TEMP. RET'N POND F o SEE SHT C2.14 I III SEE C2.05 FOR DEAD END SCALE CONTINUATION BARRICADES (TYP) I j I I Z o SEE SHEET C6.01 3 a L . . . _ . . . _ . . _ �o 0 1 inch=o 50 feet .'/ ALLEY III II O GUNCRETE UTTER (TYP) ALLEY II II II STA 1+45.33, 32.50' .a _ _ _ _ PHASE I BOUNDARY PT TBC EL. (4967.98) 4968.13 U I STA 1+80.33, 32.50'R15.0' PC TBC EL. (4967.37) 4967.75 z 6.5' BOULEVARD AND 5' DEAD ENDR 15.0'WDE, 6" THICK SIDEWALK I 60.0' ROW ilv/ BARRICADES(TYP) II STA 1+30.33, 17.50' STA 1+95.33, 17.50' SEE SHEET C6.01 I I PC TBC EL (4968.43) I I. STA 0+00.50, 17.50' 4968.35 PT TBC EL. (4967.04) 4967.28 35.0' TBC III PT TBC EL. 4970.51 - - - - . . _ _ . . __ _ TO TBC _ _ FUTURE PHASE(N.LC.) I II ROADWAY --) II m e�yo 0+00 1+00b - S 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 119+88 I z I -F -# --I-- -F - -1 I -I I -F I I II S.30TH AVE _- -_-_ - -_-_- -_ _ ____ CURB & GUTTER (TYP) STA 3+65.33. 17.50' STA 4+30.33, 17.50' - PC TBC EL. 4964.07 CHRIS G STA 0+00.50, 17.50' ( ) PT TBC EL. 4963.42 - 5.5' BOULEVARD AND 6' 4964.48 PT TBC EL. (4970.29) R15.0' II ene 4970.50 WIDE, 6" THICK SIDEWALK R15.0' : 11 TEMP. RET'N POND B II I I xs RE STA 4+15.33, 32.50' VOLUME=7,262 C.F. TOP POND 4961.0 PC TBC EL. (4963.66) 4963.86 III II i"`Rsc� • ADA RAMP WITH TACTILE STA 3+80.33, 32.50' BTM POND 4959.5 I A SURFACE (TYP) 4" SCH40 PVC IRRIGATION PT TBC EL. (4963.64) CONCRETE VALLEY. I EX1"G WELL I I II �WzI SLEEVE EVERY 100' (TYP) GUTTER (TYP) EXT'G STOCK WELL q DRAWN BY:JPS d REVIEWED BY:CGB PROJECT ENGINEER:CGB DESIGNED BY: BLB SEE C2.11 FOR SEE C2.04 FOR O I SEE C2.05 FOR I SEE C2.14 FOR I III I II CONTINUATTON I CONTINUATION CONTINUATION : CONTINUATION I � I I I III II SOUTH 30TH PLAN HORZ. SCALE 1" = 50' GRADING REVISION NOTES 1. EXAMPLE OF GRADING CHANGE b STA. 20+40.64, 24.03' b PT TBC EL. (4977.23) 4977.18 PHASE I IMPROVEMENTS PHASE III(N.L F� 44C.) PREVIOUS ELEVATION REVISED ELEVATION Q 11�$ H I IN PARENTHESIS 5000 5000 ® N 04 4990 4990 ® pp M TIERRA LANE 4980 STA: 0+00.00 °M°.'�°. EL 4970.60 4980 CL CIELO WAY CE CIELO WAY �_� N O EA=1+62.83 L 4967.92 STA 3+97.83 FINISHED GRADE EL = 4964.04 I-n w m m In AT ROADWAY� w 4970 _ I I lilt �4970 EXT'G GROUND ZQ II -1-65% - 6 m w _ STA: 9+56.62 (4' 4960 - - EL = 4955.24 4960 y� TEMPORARY RETENTION 4950 POND. SEE DETAIL 5 SHEET C6.04 4950 IA�O 4940 a 4940 b i~ po EXT'G GROUND FINISHED GRADE � >4 et 4930 4930 cg NOcrna[D1f OOhrnd Trn�0- I�rna�O.0trn00r r[m�D`rna0c00 uprnaJ OIOrn<� `rnaO<OrnsO �tOrn OOrna Oatmaot.MdOWr dMOrn-Owa aOm sOrn �Orn prna Orn.r amOrn 0Nma0�ncrnD aONrn OOrn� Mma Nrn�N NaOrn NNrns N i0 i0 N r� ifl mN Wn tO() i ®elI'1 ® p ]r c)to O N I�MWN M O!r` ,I h N M Oi O of O n W 0f0mO o U in 00 p '. 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+88 s SHEET C2.®7 SOUTH 30TH PROFILE HORZ. SCALE: 1" = 50' i GRAN CIELO VERT. SCALE: 1" = 10' ROADWAY PROJS BUILT DATEECT07.15.19130 /7-�� W N O O� M SEE C2.05 FOR ' OUTLET STRUCTURE- ' SEE C2.04 FOR SEE C2.14 FOR SCALE CONTINUATION WEIR HEIGHT 1.08' CONTINUATION CONTINUATION WE WIDTH 0.45' I-I 3 SLOT HEIGHT 18" ( I o 15" INV OUT 4959.48-4950.49 I .a finch= 50 feet 88LF, S=0.5% 0.1 I INV OUT AT Q� I FETS = 4950.02 ADA RAMP WITH TACTILE SURFACE (TYP) U- - m - STA 3+95.30, 25.00' DETENTION POND 2 I I N 5.5' BOULEVARD AND 6' GB-FG EL. 4964.38 WIDE, 6" THICK SIDEWALK �� VOLUME=13,385 C.F 21 STA 3+77.71, 32.50' �� TOP POND 4951.98 Qf STA 0+00.00, 17.50' PT TBC EL. (4964.13) 4964.43 STA 4+12.71, 32.50' BTM POND 4950.48 I SEE C2.10 FOR PC TBC EL. 4971.02 PC TBC EL (4963.79) 4964.00 4:1 SIDE SLOPE I CONTINUATION CONCRETE VALLEY - CONCRETE VALLEY m GUTTER (TYP) GUTTER (TYP) I ADA RAMP WITH TACTILE TEMP RET'N POND E R15.0' SURFACE (TYP) I VOLUME = 479 C.F. I I I a SEE C2.04 FOR 60.0' ROW TOP POND 4962.0 STA 9+73.13, 32.65' o CONTINUATION + ' R15.0' - I I I BTM POND 4960.5 STA 3+62.71, 17.50' ` SEE DETAIL 5 TBC EL. 4954.85 Z 35.0' TBC PC TBC EL A 964.58) 4964.66 STA 4+27.71, 17.50'; TO TBC SHEET C6.04 PT TBC EL. (4963.59) 4963.5 HYDRANT N T -- _- (SPIGOT) `�s 0{00 0 0; �'ROADWAY, 3+00 °b� 4}pp�' - I 5+00 6+00 _7++00 I 8+00 9+00 9+91 * CHRIS G\ 1- S.28TH AVE -F STA 0+00.00, 17.50' - - - TBC EL. 4970.97 CURB & GUTTER (TYP)' • - • - • . - . . - . . - . - 77 NA STA 1+92.71, 17.50' DEAD END BARRICADE STA 0+15.00 0.00' PT TBC EL. 4967.60 SEE SHEET C6.01 STA 9+73,76, 32.35' GB CL-FG EL. 4970.89 STA 1+27.71, 17.50' i TBC EL. 4955.01 I DRAWN BY:JPS PC TBC EL. (4968.87) 4968.BO R15.0' 4" SCH40 PVC IRRIGATION REVIEWED BY:CGB SLEEVE EVERY 100' TYP EXT'G WELL GB 0+15.D0, 17.50' I R15.0' �d (TYP) EXT'G BLDG TO EXT'G I PROJECT ENGINEER:CGB GB TBC EL. 4970.78 I I S( 1+42.>1, 32.50' O I STA 1+77.71(4967.99) 32.50' REMAIN AND USED BLDG ) 6.5' BOULEVARD AND 5' I DURING PHASE 1 DESIGNED BY: BLB PT TBC EL. 4968.44 4968.58 r3 PC TBC EL. 4967.99 4968.07 WIDE, 4" THICK SIDEWALK CONSTRUCTION ` STA 1+60.21, 50.02' -GB CL-FG EL. 4968.77 SEE C2.04 FOR PHASE LINE SEE C2.10 FOR AT-i-I:.Y 'CONTINUATION - - . . . . -. . -J CONTINUATION --- oo�y �a SOUTH 28TH PLAN HORZ. SCALE: 1" = 50' GRADING REVISION NOTES b 1. EXAMPLE OF GRADING CHANGE44 STA. 20+40.64, 24.03' e� PT TBC EL. (4977.23) 4977.18 PHASE I IMPROVEMENTS FUTURE PHASES(N.I.C.)-►► PREVIOUS ELEVATION REVISED ELEVATION 5000 IN PARENTHESIS 5000 �+ Oa o 499Coo� 4990 i o� a �1 N J ka w -N MO 4980 STA E;Z 1+60.21 EL 4968.33 ROADWAY( FNISHED GRADE + 4980 ;�EIT'G T - d- Cielo Way I I GROUND �nw mrnh 4970 STA 3+95.21 - +m EL 4964.18 -o'"4970 CIELO WAY =.¢ If FUTURE w J 'y w ' SEE FOR - CONTINUATION m STA 9+41.23 ej 4960 - _ CURB INLET (LT&RT) M 4960 3.00. 4950 4950 n b G 4940 _ 4940 y4y� EXT'G GROUND FNISHED GRADE �I ® +il 4930 z 4930 ® gQ 00 O O r N met mW OO m OtN m O IO 0 mlD m 7 PO lowmM W O M ac6 "6 N to NOi 40� M N o 0 0 t0O 00 00 n m mm LO N N n ! 1 m m m m m m m m m m m m m m m m m m m m m m Fa a r� as as �a �a as ad va �.t as av av .tom v� as as a<t �.t d a 00 +00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+91 i s SHEET C2.09 SOUTH 28TH PROFILE RZ. SCALE: 1" = 50' R VE VERT. T GRAN CIELOSCALE: 1" = 10' ROADWAY PROJECT: 130 07.15.19 DATE. I O F-N Q O SEE C2.05 FOR � 0 ..J - CONTINUATION SCALE x03 m* +>� SEE C2.07 FOR Z o CONTINUATION ¢o cinch= Sofe t - - CIELO WAY :t I NON RESIDENTIAL N APPROACH (TYP) J I m 1 0 SEE C2.06 FOR SEE C2.04 FOR (CONTINUATION i I CONTINUATION z CNRIS 0. i TIERI2A LANE 1 o°20 sk, v au i f '�' PE 1 .0' s z o H {r� I I DRAWN BY:JPS REVIEWED BY:CGB Rk°0 NON RESIDENTIAL N PROJECT ENGINEER:CGB ROADWAY APPROACH (TYP) — _ — — DESIGNED BY: BLB I Ezi`0� ALLEY I � I - SEE C2.08 FOR CONTINUATION SOUTHWEST ALLEY PLAN HORZ. SCALE: 1" = 50' hm1 o 5000 IMP PVI STA. 2+9526 - 5000 b p 1 PVI ELEV: 4972.84 K: 62.36 j-N LVC: 100.00 W 4990 � , N_ 114990 FINISHED GRADE m I¢_' P N AT ROADWAY CL N w �J N LEL = O WAY o,tO - a n EX- GROUND 498000.00 N n a 966.84N &i w 4980 Gi ti Q� 0.75%4970 2.35% — ——— STA: 7+00.00 4970 E EL = 4975.87 p� !V STA: 0+15.50 �I 4960 EL 4966.38 4960 kl w 4950 oo 4950 � � � m�i 2EXT'GROUND FINISHED GRADE >4 4940 O 4940 N W d drn' dn� drnM �N Mn InNO N-t N nn nN nlD nrn nO nn na nV n Nn n n n n n n� rn 0m Zp.a 17 1( LL7 In Mn) � TO)oS, n n n V rnrn rn rn rn rn rn rn rn rn rn rn rn rn rn m i as �r<t " ne 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+29 3 SOUTHWEST ALLEY PROFILE a SKEET HORZ. SCALE: 1" = 50' ��"1111 11 VERT. SCALE: 1" 10' GRAN CIELO ROADWAY {�S BUl"T S PROJECT: 17-130 e n a DATE: 07.15.19 W O f'0 0 N LN POND Mo T C2.02 III y IbG m SEE C2.05 FOR _ z o ALE � CONTINUATION a o SC — 0 1 inch= 50 Feet ano. 1 CIELO WAY i I � z � 0 STA 7+69.55, 14.90' LT IC—STA 7+69.55, 14,83' RT 1 TBC EL. 4968.82 TBC EL. 4968.33 �a NON RESIDENTIAL m o 5 APPROACH (TYP) I - 4• n h < 20.0' N N p U7 VI 11TI Z - I x B 3 ESKI TIERRA LANE ° �'I I o oers P[ �0 O 4° N �c¢xsE DRAWN BY:JPS REVIEWED BY:CGB 0+17.58, 14.04' LT H I TBC EL. 4974.97 I I II PROJECT ENGINEER:CGB o N NON RESIDENTIAL CL ROADWAY �' I x DESIGNED BY: BLB Jm APPROACH (TYP) oo+ I i 0+00 I_ 1+00.S88'.56'.35.41"E 2+00 I. 3+0� 0 I_ 4+00 416.67' ALLEY STA 0+17.42, 14.08' RT- — — — - — — — TBC EL. 4975.69 L=78.33', R=50.00' e A=89.7570 I �® SEE C2.08 FOR I k� CONTINUATION I I \ SOUTHEAST ALLEY PLAN pqo---� HORZ. SCALE: 1" = 50' k� ® N 5000 5000 1 pp n o U q rn U1 M n 4990 N4990 FINISHED GRADE 3 m AT ROADWAY II q S 29TH AVE I N w w r m STA: 0+00.00 EXYG GROUND v¢ II TEL = 4976.14 wj N w4980 4980 STA: 7+71.53 EL = 4968.56 4970 — ,DO 4970 4960 4960 F� Q 4950 4950 � > 8% 00 EXT'G GROUND FINISHED GRADE ^ 4940 4940 b a N der d' A� M tON 00 d' 1(5� rn 100 �0 L[l 100 OD< 01 MM W W ON W t0 r N In NN NO eFr •Y i0 �N M� n1<0 1001 I�� OM Nt0 M m 1�OOM f0 IM�(1 M� M N M LL'/ v) M d- M p M 17 M N(V O 0 0 m 0) nJ C] r,mr r n r r n r r r r r r n r rr r t 0 f 0 t010 a 0 a 0av 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+87 Q � � i SOUTHEAST ALLEY PROFILE HORZ. SCALE: 1" = 50' SHEET VERT. SCALE: 1"= 10' o C2o1E GRAN CIELO ROADWAY AS BUI:Lff o PROJECT: 17-130 DATE: 07.15.19 N Q N O M O I - � TEMP IETN POND C14. FUTURE PHASE o 0 SCALE SEE SHT C2.06 (N-- -------_J- -- -_- ----- P ss SCALE � I I I °LSLI 6, 1 inch= 50 feel S.31ST AVE 1 inch= 50 Feet TEMP RET'N POND F 3 VOLUME- 1,533 CF I I z ------ _ TOP POND 4960.5 I I -- ------------------------ _--- ------- ------ ------ -- --- BTM POND 4949.0 0SEE C2.09 FOR - - - - - -STA 3+7P.00, 25.00' LT o - - - -- CONTINUATION - _ CONTINUATIONR 1 PT EL. 4960.82 - STA 0+17.50, 14.58' LT J L TBC EL. 4966.73 I I d _____------------- J I NON RESIDENTIAL STA 3+55.00, 10.00' LT N APPROACH (TYP) - PC EL. 4961.34 ��. S.28TH AVE _.. L..-..-.. IA z _------------ o ry 0+00 -i- 1+00 N 1' 17' 59..29"E 2 100 L39 -I_ 3+ - 3+80 I' + - ----- - .380.00' -ALLEY ..-.., r..-..-.. ..-..-._-..-.._... + _ _ G 5+16.04, 14.64' LT _ _ TBC EL. 4961.79 STA 5+16.04, 14.65' RT STA0+17.5- 14.50' RT SEE C2.14 FOR I nI TBC EL. 4960.86 yam. NON RESIDENTIAL o'TBC EL. 4966.39 STA 3+55.00, 10.00' RTCONTINUATION I PC i L. 4961.41 I I I APPROACH (TYP)WCL ROADWAY STA 3+70.00 25.00' RT ISTA 0+17.50, 14.63' LT ro.. PT EL. 4961.11 00 TBC EL. 4968.81 z U :SEE C2.05 FOR - i z CONTINUATION i3 1 o -.. L.._.._.. .._.._..-. -..-.._.._. -..-. -..J I I NON RESIDENTIAL ..-..-.._.._..- .-.._.. .. SAD o DRAWN BY:JPS APPROACH (TYP) •O•.' EWED BY:CGB G^ PROREVJECT ENGINEER:CGB S.30TH AVE 0+00 ---1_ 0 N 4. 1' 1 T 59� 29"E 2+0 3+00 330.00' L=78.54', R=50.00' DESIGNED BY: BLB ALLEY a=9o.o0 ° -------- - a ROADWAY SEE C2.07 FOR CONTINUATION TEMP RETN POND B I TBC EL.14968.3363' RT /..� /�� SEE SHT C2.07 I Ieo 4 U SEE C2.05 FOR SEE C2.05 FOR I I CONTINUATION CONTINUATION I I I NORTHWEST ALLEY PLAN NORTHEAST ALLEY PLAN b HORZ. SCALE: 1"= 50' HORZ. SCALE: 1" = 50' P4 H 44 6w E PIP 4990 a 4990 4990oo 0 4990 3 0 3 0 PVI ELEV:3 4962.43 W o a o o a K: 56.28 FINISHED GRADE o n �-'a II FINISHED GRADE LVC: 75.00 o 498Ca II 4980 �- i°"? AT ROADWAY q ro m 498CN w AT ROADWAY rL a ¢n 4980 w I +rn +m +rn EXT'G GROUND d EXT'0 GROUND n ro N d N.a M d M 4970 4970 4970 4970 d� -3.009, >> U w ci -2.00% STA: 0+15.50 - _-1.65% ---- -- -__ m m �i�i EL = 4966.38 - __ -2.Oft - STA: 0+15.40 Immmi 0 4960 4960 4960 EL-= 4968.56 --- --- --- - 4960 Fk��l STA: 3+70.00 I� (� EL = 4960.96 r� ppdd-u��,, 4950 4950 4950 4950 00 EXT'G GROUND FINISHED GRADE o-� EXT'G GROUND FINISHED GRADE z Z 4940 4940 _ rna Ac0 DtoO a 4940 4940 z ® eq M 00 ro 0 0 o r O� N MM wn Of 016 N [ V O 0 00IR cn fn O O O u]uJ cn O O N O <O[O t0 O r O� 00 M r N[D 7 N M N M N N 0 O O U V] rn rn rn m rn rn rn rn rn rn m rn to rn rn m rn rn m m �0 m �0<0 m�0 c0 c0 w�o co co 0 ao co i0 m to <0 c0 �0�0 0+00 1+00 2+00 3+00 3+80 0+00 1+00 2+00 3+00 4+00 5+00 5+34 1 s s NORTHWEST ALLEY PROFILE NORTHEAST ALLEY PROFILE $ SHEET HORZ. SCALE: 1" = 50 HORZ. SCALE: 1" - 50' 4 ��"�� VERT. SCALE: 1" 10' VERT. SCALE: 1" - 10' GRAN CTELO �AS ROATDWAY BUlLI DAOEECT07.15719930 I w O F N I ill Ili � � fill Ili I I I I li ii, �� I II II I \\\ I II II j I o FUTURE PHASE M SCALE II II 41 i II II (N.I.C.) II if Qo ss s , II II I - P I I I l I II II I TEMP RET'N POND B a ]inch= SO feet II ll I SEE SHEET C2.07 I III III I I I I II I I I I I 11� . I I II III TEMP RET'N POND E I I I t - I I I I SEE SHEET C2.08STA I i i t I ti II if j 1 I III TBC EL. 49601.93 5T LT TBC ELSTA 84962.40 15' LT l i ill I g TEMPIRET'N POND FI I III I STA 9+43.79, 14.65' LT I I III rn VOLUME = 1,533 CF STA 3+8BC EL. 4961.30 I Il i NON RESIDENTIAL I TBC EL. 4960.86 TOP POND 4960.5 , II II APPROACH (TYP) STA 6}52.00, 14.90' LT I I I TBC EL. 4963.00 CE ROADWAY I BTM POND 4949.0 STA 3+82.38, 14.64' RT , III I � TBC EL. 4961.70 ►►���� I 0+00------1+OO� ITT-- 2y00 - 3�p0. _I ri 42' 00.71_E 5+00 o 6+00 7+00 8+00 9+00 9+61 FUTURE PHASE H✓i 'LEY t 26 .81' I +M�} - �- 1'�- - I t Z (N.I.C.) I j r....._. 1 1 _.._..� .. j STA 2+39.98, . 49'6 RT �' STA 2+89.98, 10.00' RT N W STA 9+43.79, 14.64' RT SEE C2.09 FOR T PC EL. 4960.82 I I PT EL. 4961.11 STA 4+17.38, 14.56' RT D TBC EL. 4961.90 STA 6+87.19, 14.16' TBC EL. 4961 J9 ' I 4 I I I CONTINUATION CHRIS G. �I I R15.0' ,�II TBC EL. 4962.83 STA 6+52.15, 15.00' RT x :C I STA 2+54.98, 25.00' RT I STA 2+74.98, 25.00' RT F 1DF Il - l TBC EL. 4963.00 I I V m PE - I PT EL. 4961.34 � - PC EL. 4961.41 N I N C'CENst�I III nl I I I I � A Ii II I is I I I I L.._..--- II If j - y04` �k DRAWN BY:JPS 14 ll ;. I I I l M REVIEWED BY:CGB CIELOWAY PROJECT ENGINEER:CGB I III M II ,' I I I I l III : 9 I DESIGNED BY: BILE II III I I I I I I I II III I I I I I I II III ® �d NORTH ALLEY PLAN HORZ. SCALE: 1"=50' H-4 PHASE III(N.LC.) PHASE I IMPROVEMENTS C/O') P.4 4990 4990 w-rn o a498Co� o oo o FINISHED GRADE ¢r.� >¢-r-cMo. 4980ais_o AT ROADWAY N a a -� z v~i w tom (^'N EXTG GROUND -v1 w w (9,_w :rn w 4970 c 4970 0.73% -0.67%-0.97% *'71L D.59% y F� 4960 - _ - 4960 STA: 3+70.88 STA: 4+15.38 STA: 6+40.69 STA: 6+85.19 STA: 9+32.29 STA: 1+01.07 EL = 4961.38 EL = 4961.18 EL - 4962.93 EL = 4962.73 EL - 4961.36 EL 4960.14 O EL 4959.94 4950 r4 LLI 4950 r� Z fl` e� a � 4940 = 4940 per. pXlr'GUND FINISHED GRADE - -a pN44930 4930 d C 1z� W INN �N Nn r T O NLL7 a nO W r t0Naf a0N a0 W W N N G7 O® >/p� m o% A NM T O N a0O ODN mm �N rl0 NIA ECG .-N NN .-O? O N 06m W 0 0 0 0 0 V, 00 O 0 G O O O C4 N IN N CV p s� In tp DID <O t0 t0 N (O t0 O O 1010 tp t0 N[D rn rn rn rn rn m rn m m rn rn rn m rn rn rn w rn rn rn m rn rn m rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn® � a•a as as d-a a<r �a a.r d-v ed- air a� as as mod- ca ad- era d-d a<r amr 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+61 3 NORTH ALLEY PROFILE SHEEN' HORZ. SCALE: 1"= 50' _ C2N14 VERT. SCALE: 1" = 10' GRAN CIELO ROADWAY Cv 1�BUILTi PROJECT: 17-130n•y6 DATE: 07.15.19 W N Q O M O SCALE 'm 1 inch= 50 feet f .. 8" SDR35 PVC STUB & CAP PROPOSED 8" SDR35 PVC L=36.0', 5=1.67% SANITARY SEWER MAIN STA. 3+44.81 SEE DETAIL 5 SSMH #2 STA. 5+61.09 I sn FUTURE SANITARY Z L N /r 1 1 STA 0+00.00 - - - SSMH #3 _ - - SEWER MAIN 8" STUB & CAP - L - - ' - I I ti 0+ -1 0 W W _2+OOW L1 3+00 4+00 W 5+00 u' W W �� 12+00 13+00 o ti 13I84 ~ ui W W W yY __ w --I--S S -I=;•r-.S --H g +_ �_S �_ 6+ 0 7+00 8+00 �?WS 9+00 W 10+00 11+0 I I S.31ST AVE S S S -I-S -�-I-�S -I- S --I� S -� S -I I S s SI S I m ti N 0 II a F o z p: STA. 0+44.81 10' MIN. p. r � - � - � � - .74 . . - . . � q SSMH #1 SEPARATION 4" SDR26 S.S. SERVICE '� - STA• 5+72.09 I I r WATER MAIN CROSSING 5=2.0% MIN (TYP) I SEE DETAIL I ONTq,y £" SDR26 S.S. SERVICE to PHASE I BOUNDARY WATER SERVICE TYP U . 5=2.0% MIN - SEE WATER SHEETS ) J I 03 FOR - - - - I 't BNRis�. �t SEE.SHEET C3. I yak_......... i CONTINUATION J �__ a s N. B2 PE n / --------------------- ;E �CEN50 \ 4N ------------- SEWER SERVICES AS-BUILT INFO DRAWN BY:JPS STATION L/R LENGTH STUB ELE.SLOPE NOTES: REVIEWED BY:CGB 1+36.09 L 38.0' 4963.91 2.3% 1+40.96 R 38.0' 4965.11 2.3% 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO PROJECT ENGINEER:CGB 1+95. 4 L 38.0' 4964.84 2.09K THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE DESIGNED BY: BLB 2+02.69 R 38.0' 4965.23 2.1% SOUTH 31ST AVENUE PLAN THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, 2+54.59 L 38.0' 962.79 2.0% HORZ. SCALE: 1" 50' SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 2+57.59 R 38.0' 4963.25 2.67 3+14.59 L 38.0' 4961.83 2.1% 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN M5+17.59 R 38.0' 4961.86 .5% STANDARDS WITH CLEAN NATIVE MATERIAL. L 38.0' 4960.58 .5% 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. R 38.0' 4960.75 .17 NOTE: L 38.0' 4959.52 2.6% 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY R 380' 4959.75 3.0% PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN 1. ALL SEWER SERVICE ARE 4" SDR26 L 38.0' 4958.58 3.8% ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. UNLESS OTHERWISE NOTED. INSTALL ALL R 1 38.0' 495 - 2.9% SERVICES AT 2.0% MIN. SLOPE. i PHASE I IMPROVEMENTS PHASE III(N.LC.) b 5000U+',OIS2T� pp s000 � .4990 ak in°' m pq 58.60 MV STA. 5+61.09, SSMH 3 4990 ER MAIN N RIM 496669 G INV IN 4985.6i6 (S)4955.59 INV OUT�=46 (E)4955.43 INV OUT 4955.86 N -4980UTILITY CONDUITS +m S SEE DETAIL SHEET C604 .. 4980 EXT'G om W U 4970 _ GROUND STA 0+00.00 -_- - ro rn =o N. W 4970 8" STUB & CAP --- - _ __ _ FINISHED GRADE L=42LF, 5=0.50% �� 8" WATER MAIN ,� +r =ab C L=296 LF,-g_ --- - - _ W w'^ M a INV.' 4965.69 Z %1.82% ---_ 4960 z q 71 DR35 PVC L-212 LF, . w^ FUTURE 8'SDR35 PVC L=270 LF, 3=1.67y-___ __ N mN 8" SDR35 PVC ---- _--- - - SANITARY SEWER MAIN 17 IT ---______- -- FUTURE 8"SDR35 PVC L- Z =---_ ._--- _ _ -270 LF, S=1.02% ---z:z _ 4950 4950 STA 5+72.09 -- _ _ _ 8" WATER MAIN z� - __ ---- __-_-__ -_- FUTURE 8" SDR35 PVC L=271 LF, S=0.50% w- CROSSING g a FUTURE 48" SSMH (TYP) - ---- _--�= .0 N 8" PVC STUB & CAP- (N.LC.) 4940 - INV. 4955.27 4940 [� pq � 4930 4930 m Z ® c) �g pq x 0tM0 r O TOP OF PIPE�E..�LENVll1 1. Y FINISHED GROUND E LEV. l aSEER INVERT RT ELE.4920 W µM a INan aOn NaY � O I�-)1111 4920 esM "I e0 N N OI d. N N o O1 C coLo r u 10 N r N r0 V N I Lo In Lo O 16 O T m W m* !a NIc d- M v 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+85 / SHEET C3.01 GRAN CJELO SOUTH 31ST AVENUE PROFILE � SEWEII2 MAIN HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 10' PROJECT: 17-130 ASBUILT ILT DATE: NOVEMBER 2018 ti W N Q O O� 0 w , SCALE SEE SHEET C3.03 m II > J. _ . . _ . . _ . . J -- I I ill III 30 N PHASE I BOUNDARY III w I o I.inch= 50 Feet III �r 4" S. S.S. SERVICE 8" SDR35 PVC STUB & CAP l I N O 5=2.0%MIN (lYP) L=20.0', 5=1.34% o II N 8" SDR35 PVC .a I STA 5+16.42 SEE DETAIL 6 o SANITARY SEWER MAIN .W+ STA 1+36.42 WATER SERVICE (TYP) SSMH#6 I ssa I I rn III U SSMH#5 SEE WATER SHEETS . FUTURE SANITARY L . . _ . . - . . _ . . . . _ . . _ . . _ . . . . _ . . _ . . SEWER MAIN (N.LC.). . . - . . _ .J 11 I -~I - - W W W W w Vy In W 0+00 W 1+0 2+00 W w - - I- S I-S' I g. }._ t L3 3+00 S -+-S 4+00 S W S W 5+00 W ` WS 6+0+ S I-5 7 S O I-S4 8+00 S �- S 9 F S 11 9 62 o S.30TH AVE ------------- ------- ---------------------- -- -- --- --- - -- STA 0+00.00 -- ------------ - tn i SSMH#4 10' MIN. . . - . . r. . . - ' - - - - . . _ . . . . _ . . . . _ - 1 1 Q NT 9 STA. 1+36.42 - I-I l � SSMH #5 SEPARATION p. c� CHRI� STA 3+82.42 I I j II I euo m WATER MAIN CROSSING _ rn SEE SHEET C3.07 I I II N M PE PUBLICPARK SEE DETAIL I I I III II <-cexsEe >e" y) DRAWN BY:JPS REVIEWED BY:CGB III FII PROJECT ENGINEER:CGB l I Ill II DESIGNED BY: BLB I NOTES: SOUTH 30TH AVENUE PLAN 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO HORZ. SCALE: 1" = 50' THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE &TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE MATERIAL. 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. b 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY �H- PHASE(IMPROVEMENTS PHASE III(N.I.C.) PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. ICI, 5000 5000 SEWER SERVICES I AS-BUILT INFO ai STATION 11.42 LR LENGTH STUB E.SZO7E 0++ L 38.0' 495741 W 4990 -a - 0+91.42 L 38.0' 4956.52 2.8% _ 4990 2+26.42 L 38.0' 4955.02 2.5% p� 3+11.42 a 8.8& L 38.01 4954.35 2.2% 4957 b N-I STA. 1+36.42, SSMH #5 8 3+96.42 �+o- L 38.0' 4954.13 2.9% FD2 RIM .92 4+41.42 4+39-8& L 38.0, 4953.74 2.6% ! INV IN�'��r(S)4954.14 # 4+86.42 L 38.0' 4953.27 2.1% r` STA. 5+16.42, SSMH 6 4980 C�2 INV IN i954�i-(W)4954.18 49804 RIM 4961.65 �- INV OUT-486394-(N)4953.88 INV IN 4961--39-(S).4951.42 NOTE: -o - INV OUT 4951-19-(E).4951.20 - ci- 1. ALL SEWER SERVICE ARE 4" SDR26 I. -� EXTG GROUND INV OUT '- :�?(N).4951.61 - UNLESS OTHERWISE NOTED. INSTALL ALL ¢ - SEE DETAIL SHEET C6.04 v SERVICES AT 2.0% MIN. SLOPE. 4970 _ _ FINISHED GRADE Z mom o 4970 W N = - - _ r STA 3+82.42 +m a-�m WATER MAIN CROSSING IV 1 8" WATER MAIN n w+'� __ __ MIN. 18" VERTICAL --- ---- SEPARATION �� -+ 4960 4960 8" SDR35 PVC -_ _----- __ - L=1.3 LF, -- -- - - R �I� 8" SDR35 PVC L-376 F. S=9c689� 8" - UTURE SDR35 PVC L=218 LF,.S= �y --- 1.34%_ =FUTURE 8" 4950 4950 ---____--- - - --- SDR35 PVC L= evl j z ---219 LF, 5=7.30%- 8" PVC STUB & CAP oY� a L=20.0', 5=1.34% in t- 4940 ^N INV. 4951.32 4940 F FUTURE 48" SSMH (TYP) 4930 4930 ® re ® x ® � 4920 TOP OF PIPE ELEV. FINISHED GROUND ELEV. SEWER INVERT ELEV. Cd� 4920 'a o 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+75 % B SHEET C3.02 S GRAN CIELO SOUTH 30TH AVENUE PROFILE HORZ. SCALE:1" = 50' SEWER MAIN VERT. SCALE: 1" = 10' AS BUILT I DATOE:ECNOVEMBER7 30 2018 0 SCALE a N n 0 l inch= 50 feet m z 0 3 0 0 SEE SHEET C3.04 f I N III I I I rn I I S I I SEE SHEET C3.07 F I I W FUTURE PHASE I I I �+ o (N.I.C.) Zi I STA 0+58.30 I 3 WATER MAIN CROSSING I - '. I - to I - 8" SDR35 PVC III I I F" SEE DETAIL I I W:I '_ STUB & CAP j I " 81 7 I I I SEE SHEET C3.01 STA 0+00.00 STASSMH9.5 t F I M I .SSMH #3 #8" SDR35 PVC -F 8"SDR35 PVC STUB & CAP STA 4+50.79 m I rn I I I N en rt ;fm�j SANITARY SEWER fffWlll I - L=20.0', 5=1.96% SSMH#11 I I I STA 2+58.75 I I a PHASE BOUNDARY I III 1 E MIN. WATER MAIN CROSSING SEE DETAIL 6 SEPARATION SEE DETAIL j to z I- C7 - . . - . . - . . - . . - . . - . _ I STA 2+14.97 SSMH#8 1+00 W W - - - - - - 0+00 1 - - .�.__ 4W1- SSMH#9-- - _ _ __- _ - _ _ ----- W W $- - S S 2+C2 5 : W 0 00 W 1+00 W 2+00 W W W W 0 0 - W 1+00 W W 2+OOW 2 70 M,ONTA , I 3+00 4+00 51 S.29TH AVE S I I-- S -I-- e S -�- S S I I I S S +-S i--S 1----S S.28TH AVE - _ CHflIS G.,_ CIELO WAY BEeR/ 25 PE 10' MIN. . . - . . _ . . - . . STA 0+44.81 SEPARATION rn rn I rn S 4p STA 0+00.00 8° SDR35 PVC STUB & CAP 8" SDR35 PVC F SSMH#7 I SEE SHT C3.05 S I STA. 2+25.29 L=32.0', 5=2.00% F I W SANITARY SEWER 3 Lt SSMH #10 T I I a I I to I I I I I I I SA 0+00.00 ; rn SEE SHEET C3.01 DRAWN BY:JPS 8" STUB & CAP ]n SEE SHEET C3.02 rn REVIEWED BY:CGB I F I I I I I PHASE I BOUNDARY F I I - PROJECT ENGINEER:CGB ' PHASE I BOUNDARY S--- I DESIGNED BY: BLB .14 SEE SHEET C3.04 W _ SOUTH 29TH AVENUE PLAN SOUTH 28TH AVENUE PLAN HORZ. SCALE: 1" = 50' CIELO WAY PLAN HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' SEWER SERVICES � ' STATION L R I LENGTH NOTES: Z 0+69.16 L 38.0' 1+35.34 R 38.p' 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO S.28TH AVE.IN.SEWER PHASE 1+38.24 L 38.0' THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE INSTALLED IN FUTURE PHASE THE ACCURACY OF SUCH INFORMATION. SERVICES LINES WATER, POWER, GAS, STORM, b 2+07.35 L 38.0' ( b 2+65.33 R 38.0, SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. r�2+ . L 38.0' 2• BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN 3+4545.52 52 L 38.0 STANDARDS WITH CLEAN NATIVE MATERIAL. k� b 4+06.25 R 38.0' pq Z NOTE: 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY �y 1. ALL SEWER SERVICE ARE 4" SDR26 PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN ® F4 �] UNLESS OTHERWISE NOTED: INSTALL ALL ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. 0 SERVICES AT 2.0% MIN. SLOPE 4 14 FUTURE PHASE IMPROVEMENTS CCf) l 4990 4990 is m� STA. 2+14.97. SSMH #8 5000 STA. 0+00.00, SSMH #9 5000 �^ 4RIM 4975.87� 4980 RIM 4961.63 4990 _ .rz INV IN 964.46 (S)4964.44 INV IN 4961.48 (E)4951.44 ^-0 4980 4990 I INV IN 4964.46E(W)4964.49 INV OUT 4 28 (W)4951.24 - -STA. 4+50.79, SSMH #11 �j INV OUT-4964.26 (E)'4964.25 INV OUT-T�o, (N)4951.61 -x -z RIM 4954.9- SEE DETAIL SHEET C6.04 N INV IN 4942.76 ( STA. 0+00.00, SSMH #3-STA. 2+69.81, SSMH #5. 4990 °oN -STA 0+58.30 4990 p-N �� INV IN 4942.76 ( RIMINV 4966.- _ RIM 4967.92 r WATER MAIN CROSSING 4970 z-N^In\,nµ INV OUT 4942.56 ( 4970 4980 INV IN 48 (S)4955.59 INV IN�1994.}4(W)4954.18 INV IN 4984.lq (S)'4954.14 od�Zo MIN. RA18" VERTICAL EXT'G GROUND m-'�� � INV OUT 49OUT�95 86(E)4955.43 N�4955 INV OUT 4963.94-(N)'4953.88 4980 SEPARATION N n > _Nm SEE DETAIL SHEET C6.04 �Egi EXT'G GROUND FINISHED GRADE Z �'?o 4980 FINISHED GRADE 4980 �-F EXT'G GROUND 4960- - _ _ -�I�-- 4960 4,970 FINISHED GRADE 4970 8" WATER MAIN -FUTURE--- bE - -- 8"SD PVC 4970 ---- __ _ 4970 --_ _ _ _ 8" WATER MAIN L=221 LF, S=1.96% FUTURE 8"SDR35 PVC L=166 LF,S_7.4}- 4%- 4950 - _--- - 4950 4960 -- - _-_--_- _--_- 4960 A y� 8" SDR35 PVC L=221 LF, S=2.00% - 8" SDR35 PVC L=265 LF, S=&59364955.43 zo 8" SDR35 PVC ----- -_-_ � 4960 STUB &CAPPQ a 4960 4940 INV. 4951.29 z M � N L=20.0', 5=1.96% 4940 4950 z STA 2+58.75 4950 WSTA +00.00 8" SDR35.PVC ¢ WATER MAIN 118" VERTICAL N 8" SDR35 PVC STUB &CAP r°w SEPARATION F� 4950 STUB & CAP 4950 INV. 4943.40 �4 INV. 4967.25 4930 L=32.0', 5=2.00% ® ® 26 L=42.39LF, 5=.50% 4930 4940 4940 o u ern SEWER INVERT ELEV. b H FINISHED GROUND ELEV. TOP OF PIPE ELEV. SEWER INVERT ELEV. 4940 4940 FINISHED GROUND ELEV. SEWER INVERT ELEV.1. WaM OO.Ori im OOi O O�a1 4920Orna 4 920 4930rnt FINISHED f GROUND ELEV. TOP rn OF rnPIPE ELEV. W rn Nw 4930 o3 4 1n N N n 10 t0 In M n O 1) O O wAl pM 0 I't N O 00 O Ld d N M (O rn i.;; N rn 0 10 N in ul SHEET 0+00 1+002+00 2+25 rn m 3) 3+00 4+00 4+60 3.0 0+00 1+00 2+ +00 2+00 2+75 R GRAN CIELO SOUTH 29TH AVENUE PROFILE SOUTH 28TH AVENUE PROFILE SEWER MAIN VERT. SCALE: 1"HORZ. SCALE: 1" =10'50' HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" =CIELO �� ����� `% PROJECT: 17-130 VERT. = 50' VERT. SCALE: 1" = 10' VERT. SCALE: 1" - 10' DATE: NOVEMBER 2018 o N N O� - I O SCALE II # II I I STA 12+11.22 z ' S0 I �I ! j PHASE I B DUN ARCONNECT TO EXTG SSMH III I I I 3 0 1 CORE DRILL EXTG CONCRETE MANHOLE I I I I 1 1 I AND BENCH. I I II Iinch= 50fe t II o II I I NEW 10" SDR35 PVC INSTALL WATER TIGHT SEAL I I I I ± III I I SANITARY SEWER 1 I i I: I 1 I UTILITY EASEMENT III II I I I 1 STA 10+45.20 I I II STA 5#20 I WATER MAIN CROSSING � I STA 8+31.19 FUTURE SANITARY I I SSMH #20 — — I SSMH 11 I I SEE DETAIL I II I z SEWER MAIN (N.I.C.) II II NEW 10" SDR35 PVC I # o SANITARY SEWER I 0 ARA STA 1 62 9 > T I q 1 --———----_——--- - SSMH #1 - - - _ _ _ SEPARATION� ' o W W_ W 1+00W W _2+00 W ^n W W W W o. —.. — W. —..uT —W -W W W �11+00 L14 S2 1 - - - — —_ - - - 3 3+00 _4+00 L13 _5+00 0 S 6+00 _+S 7 i SO 8+500 9+00 1—�F-� S S S W 5 m -� _+— _ — _-1— -1- �- =1--_ -}- _ - + _SIT 0 BENNETTBLVD- _ _ I. yy — — — — — — — — — — — — - — — . . — . . 7 z I II I III II I r 8" SDR35 PVC STUB & CAP EXTG SSMH I III III I I I II3 I Ij I I L=32.0', 5=0.45% i I I I II IIfL�� I INV IN RIM 4955.00 98 I S NT y II I I I II I, II I I I N INV IN (S) ±4939.00 I CHRIS I NN I I II w I INV OUT(N) f4938.85 III � III II ;I � I; I� I II �� I I I I V 15525 PE W p > 2 I I I3 �F II�I II I I IIIiI1III 33 IIIIII III I I I III 3` I W I II II II I �n IIII I Ii II II II I I-IIVERIFY PRIOR TO IEXTG INVERT ELEVATIONII .w IA A I 3 NOTIFY ENGINEER IMMEDIATELY IF SEE SHEET C3.07 I I _ DISCREPANCY IS FOUND 3 EXTG SEWER MAIN DRAWN BY:JPS I Ij I I I I I 13 I� I I II I REVIEWED BY:CGB III II. I I I I I 1 I I I I I PROJECT ENGINEER:CGB I II I I I III `n I I '>✓: I DESIGNED BY: BLB NOTES: 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO BENNETT BLVO PLAN THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE HORZ. SCALE: 1" = 50' THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE MATERIAL. ® z 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY �] PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN b ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. °,a P4 pq PHASE II(N.I.C.) a PHASE I IMPROVEMENTS 4980 0 a< N a N N 4980 wz�; Uw STA. 8+31.19, BENNETT SSMH #11qLITY .Lo 4970Joy RIM 4954.94 rnzalloa Nsm N INV IN 4942:rc(W)4942.72to N 4970 ��- ¢ <o rn INV OUT"�4i-�v (E)4942.56 00-a SON M� F + +'o-g r Lo z t° a 4960 �+'- e ¢ >>> EXTG GROUND g> F z z z a 2>> a 4960 m w I FINISHED GRADE �zz �z 4950 B" WATER MAIN _ FUTURE 8" SDR3 _ ---- ---- ---------- -�� _ _ PVC_L266kF �fr48 = -- - -- ---- ---------- -- - _ -_-- ---- - -FUTURE 8" SDR35 PVC L=266 LF, S=0.45% ---- ----- ---- -- _ _-- _---- -___ __-- --_ _ 950 10" SDR35 PVC L=288 LF, S-0.46% -- 10" SDR35 PVC L=227 LF, S=0.45% 4940 z 10" SDR35 PVC L-145 LF, 5=1.60% 8" PVC STUB & CAP z 4940 S=0.45% INV. 4944.39 a STA 10+45.20 WATER MAIN 4930 CROSSING PH 4930 I—y �! 4 Fy .a0r 4920 �p� pq _ 4920 (tea N ® . FINISHED GROUND ELEV. SEWER INVERT ELEV. � ® ® 6 4910 TOP OF PIPE ELEV MOf r Oi Oi OO�b1 OOi MOi Oi Oi Oi Oi n 4910 p Lo O O O ` cn µf mA A b Na N bp � { Lo 1T } aa ¢ N WLo4,4 a a r a a a a a v a a s a d YTT•r v .t a a a 9YYY� 00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+0012+25 SHEET C3.04 GRAN CIELO BENNETT BLVID PROFILE SEZVER MAIN HORZ. SCALE: 1" - 50' VERT. SCALE: 1" = 10' AS BUILT ATE. "VEMBER12018 I W N Q O O� M O } _ J� CID Y I I I 3 SCALE W Q o 0I. K r:-I 'I IN W W � W W I W VJ T rJ -F'vr O 1 inch= so feet TMRRA LANE SEWER SERVICES AS-BUILT I FO STA 3+51.38 I v: STATION L R LENGTH STUB ELE. SLOPE WATER MIAN CROSSING zo 0+07.00 R 23.0' 4967.38 2.0% I 4"STA 0+98.52 MAINTAIN MIN. 18" VERTICAL SEPARATION N j_ 0+37.00 R 23.0' 4967.40 2.6% -6- SDR26 PVC I SEE SHEET C3.06 I y STA 5+09.13 z 0+67.00 -R 23.0' 4967.50 3.6% ' S.S. SERVICE Imo' SDR26 PVC g 0+97.47 �+9§:56- R 23.0' 4967.98 2.4% 5=2.0%MIN 4' SERVICES TY'PR ( ) S.S. SERVICE 4"STA 7+91'50 f a 0+98.53 L 4966.94 2.9% SEE DETAIL 5=2.0%MIN 4r SDR26 PVC / o ERVICE 1+27.47 R .O' 4967.72 2.6% - L S.S..S. SERVICE MIN- a 1+57.47 � R 23.0' 4966.83 2.47 - - - - - . . - . . 1+72.03 L 23.0' 4966.57 2.6% 1 / o 2+44.47 T R 23:0' 4966.38 2.0% 0+00 1+00 2+00 Lg 3+00 4+00 5t00 6+00 - 7+00 8i8+ z 2+47.03 L 23.0 4968.52 3.8% S S +SW ALLEY 8 S -6 S t-SI `BE ALLEY S 3+15.93 R 23.0' 4966.11 2.6% 3+19.13 L 23.0' 4966.22 3.0% ` 4+47.63 L 23.0' 4964.38 2.9% 8" SDR35 PVC to STA. 3+62.68 ONT 4 STA. 0+00.00 STA. 5+95.97 STA. 8+09.14 4+77.47 5+95.13 R 23.0' 4965.08 2.7% SANITARY SEWER MAIN STA 3+15.93 SSMH #8 SSMH 15 CHRIS C. 5+09.13 L 23.0' 4965.08 2.7% SSMH #13 �j SSMH #14 # SDR26 PVC L el i 5+64.47 -5 r4;=rr R 23.0' 4965.11 2.2% S.S. SERVICE m s PE 5+67.63 L 23.0' 4964.57 2.1% S=2.0%MIN I I 2 5+97.47 -5i-84c44 R 23.0' 4964.77 2.8% SEE SHEET C3.03 tJ' 6 .63 L 23.0' 4963.87 2.7% g vi ' 6+27.44 R 23.0' 4964.04 3.6% 6+57.47 R 23.0' 4963.56 2.0% - . . - . - , , - . - . . _ .. . . . . - - . . . . - . . L . . - . . - . . 4T. - . . - . . - . DRAWN BY:JPS 6+87.47 23.0' 4963.43 2.1% 7+17.47 R 23.0' 4963.62 3.5% to REVIEWED BY:CGB 7+25.70 L 23.0' 4963.50 3.1% °Ati PROJECT ENGINEER:CGB 7+47.47 R 23.0 4963.20 2.5% W W W W W W W W W W W W W W W - DESIGNED BY: BLB 7+91.50 23.0' 4963.22.6% GRAFSTREET ------- -----------i----------t----------r----�- ----I--------------------------------i--- --*------ NOTE: 1. ALL SEWER SERVICE ARE 4" SDR26 SW AND SE ALLEY PLAN UNLESS OTHERWISE NOTED. INSTALL ALL HORZ. SCALE: 1"= 50' SERVICES AT 2.0% MIN. SLOPE. - Z NOTES: 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, TELEPHONE & TV) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE MATERIAL. 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT.4. p�q PRIOR EXISTING TO CONSTRUCTION. A RE IF CONFLICT ASSUMED. CONTRACTOR VERIFY DEPTH OF UTILITY EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. H z U 5000 5000 u a n e STA. 5+95.91, SSMH #14 RIM 4974.84 STA. 3+62.68, SSMH #8 x -w INV IN "raoo-i^r(W)4963.11 STA. 8+09.14, SSMH #15 4990s - RIM 4975.87 INV OUT 4962.9^2 (E)4962.90 RIM 4973.66 4990 ti - INV IN-49b4-46-(W)4964.49 INV IN "�8(W)4961.76 "_ INV IN-r.�46(S)4964.44 INV OUT '�8(N).4961.55 _ INV OUT 4964.26 (E)4964.26 o"� EXT'G GROUND oM- n 49800 oIk IFINISHED GRADE 4980 4970 z M 4970 11 N 8" SDR35 PVC L=358 LF, S=0.57% 8" SDR35 PVC L=228 LF, S=0.50% 8" SDR35 PVC L=209 LF,.S=0.54% 040 ' 4960 z 4960 cw: zF-STA 3+51.38 z a WATER MAIN CROSSING I� (_ oC aoa pq 4950 N 4950 0 ®4 ® 0 � 4940 TOP OF PIPE ELEV. FINISHED GROUND ELEV. SEWER INVERT ELEV. a 0 00 4940 u n w m , i.Z� o rl N o I, co 0 a aOa av $ a as ' 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+25 SHEET C3.®5 SW ANDSE ALLEY PROFILE GRAN CIELO HORZ. SCALE: 1"= 50' SEWER MIAIN VERT. SCALE: 1" = 10' JAS B ��� ! DATE: PROJECT: 17-130 NOVEMBER 2018 W� Q O 0� r7 O J-t _ m 25 SCALE L_ _ SEWER SERVICES AS-BUILT INFO. 3 0 -- - ---- - STATION L/R LENGTH STUB ELE. SLOPE W. -W � IW._ W -L-W W W 9+05 W W0+14.17 R 23.0' 4962.82 4.0% � 1 inch- 50 feet i S 28TH AVE. 0 0+39.50 R 23 0' 4961.92 3.27 to rn 0+65.17 R 23.0' 4961.64 3.8%- -1+05 0 95.17 R 23.0' 4961.23 2.3% . . - . . _ .. -_ . . - . . x - . . - . . to . . - . . - . . 1+35.17 L 23.0' 4961.09 3.3% ' I - - - - 1+45 rw,-�•t R 23.0' 4960.84 2.5% NOTES: i SEE SHEET C3.03 �� o rn I IT 1+86.67 23.0' 4960.62 2.5% y 1. EXISTING UG INSTALLATIONS L PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO I I .� + 5.17 23.0' 4960.08 2.8% THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE 2+21 2+2 L 23.0' 4960. 8 2.0% THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, 4" I In r SEWER, TELEPHONE & N) MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. I f' SDR26 S.S. SERVICE to 2+65.17 R 23.0' 4959.86 2.0% 5=2.0%MIN I I I I +; 3+0 .6 23.O' 4959.45 2.7% m 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN to 3+ 23.0 4959.53 2.7% I STANDARDS WITH CLEAN NATIVE MATERIAL. l 4+38.67 L 23.0' 4957.94 2.6% STA. 0+28.34 x to 8" SDR35 PVC 4+41.67 R 23.0' 4957.B7 2.2% 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. .SSMH #15a _ . . - , , - - , , SANITARY SEWER + 23.0' 4957.18 2.3% Z L . _ . . _ . . _ . . _ . . _ ..4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY \ 5+01.67 R 23.0' 4957.06 2.0%PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN 1+00 $EpTTgy 2+00. 3+00 4+0 5+ 0 NE ALLEY 6}Elo 005+60.17 R 23.0 4956.63 2.7% ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. S S ---5 S-F� S IS- -� S 5 SI S 5+60.17 L 23.0 4956.63 2.7% Z: PHASE BOUNDARY NIA ff7l R 23.0 4956.07 3.1% SSMHO+O5.00- - . . - . . . . 'V" - - - _ - _ - L 23.0' 4955.84 3.1% CHRISG. # - L 31.5' 4955.34 2.7% BUDESKI STA. 4+08.34 4" SDR26 S.S. SERVICE - SSMH i6 8" SDR35 PVC STA. 7+30.17- / i R 23.0' 4955.06 2.5% zs RE 5=2.0%MIN (TYP) a I. # SANITARY SEWER SSMH #1 7 I - sco STA. 3+OSS.WATER /e SEE DETAIL U' - NOTE: EA � I g I MAIN CROSSING t �� � // � 8" SDR35 PVC SEE DETAIL I _ 1. ALL SEWER SERVICE ARE 4" SDR26 SANITARY SEWER �� y� / UNLESS OTHERWISE NOTED. INSTALL ALL DRAWN BY:JPS SERVICES AT 2.0% MIN. SLOPE. REVIEWED BY:CGB 4/ PROJECT ENGINEER:CGB L - - DESIGNED BY: BLB FUTURE WATER MAIN W W W W -W ••� S 27TH AVE. AM EAST ALLEY PLAN HORZ. SCALE: 1" = 50' p+ti C6] 5000 v ® w N r 5000 a 0 1 49901 -�Z Neu N _ tO r rn 4990 +�_ r STA. 0+28.34, SSMH #15o v`ni a ,Mrn 4980� -� RIM 4973.30 rn� STA. 9+05,17, SSMH #9 o d- x RIM ELEV.=4961.63 > INV IN6-rz1-(SW)4961.09 ran � 4980 �_Zz INV OUTj}B§141 (N)4960.95 0� N w NV IN-.961.48 (E).4951.44 +o r EXT'G GROUND INV OUT (W)4951.24 STA 3+55.29 WATER `r a z o r-O INV OUT 4961.68-(N)4951.61 _ MAIN CROSSING d g ^n SEE DETAIL SHEET C6.04 4970 - - No-zz FINISHED GRADE nN n z o 4970 8" SDR35 PVC L=376 LF, 5=1.00%4960 - - - - - - 4960 M 8"SDR35 PVC L=317 8" SDR35 PVC L=171 LF, 5=1.04% 0 o z 0 zF b 4950 4950 � O�p 4940eq 4940 0eq 4930 TOP OF PIPE ELEV. FINISHED GROUND ELEV. SEWER INVERT ELEV. U � 4930.0=tN b (� co lo A (� Y - 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+25 � SHEET C3.0 D EAST ALLEY PROFILE GRAN CIELO HORZ. SCALE: 1" = 50' SEWER MAIN VERT. SCALE: 1" = 10' AS B IL� DATE: NOVEMBER7 30�i.J 2018 i SEWER SERVICES AS INFO. w N STATION L/R I LENGTH ISTUB ELE. SLOPE NOTES: o 0+67.62 L 38.0' 4950.31 2.57 0+69.13 R 38.0' 1 4950.55 3.37 1. EXISTING UG INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO o SEWER SERVICES AS-BUILT INFO. 1+32.62 L 38.0' 1 4950.12 3.9% THE BEST INFORMATION AVAILABLE TO ENGINEER. THE ENGINEER DOES NOT GUARANTEE r 1+38.24 R 38.0' 4949.87 4.0% THE ACCURACY OF SUCH INFORMATION. SERVICES LINES (WATER, POWER, GAS, STORM, m STATION L R LENGTH STUB ELE.SLOPE 1+97.62 L 38.0' 4948.56 2.8% SEWER, TELEPHONE & TV MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. 1+19.90 R 23.0' 4951.92 2.0% 2+07.35 R 38.0' 4948.45 3.0% ) 3 0 2+24.81 R 23.0' 4951.80 3.1% 2+62.62 L 38.0' 4947.26 2.0% 2. BACKFILL AND COMPACT TRENCH MAIN AND MANHOLE PER CITY OF BOZEMAN o 3+65.61 R 23.0' 4952.08 3.6% 4+35.61 R 23.0' 4952.23 3.1% 2+76.46 R 38.0' 4947.36 2.5% STANDARDS WITH CLEAN NATIVE MATERIAL. 5+16.41 R 23.0' 4952.34 2.3% 3+27.62. L 38.0' 4947.00 2.7% 3. ENSURE ALL NEW CONNECTIONS ARE WATER TIGHT. 3+43.31 R 38.0' 4947.01 3.2% SCALE NOTE: SCALE 4+02.72 L 38.0' 1 4946.50 3.1% 4. EXISTING UTILITY DEPTHS ARE ASSUMED. CONTRACTOR TO VERIFY DEPTH OF UTILITY PRIOR TO CONSTRUCTION. IF CONFLICT EXISTS CONTACT DESIGN ENGINEER FAR ENOUGH IN a u loo NOTE: ADVANCE TO RESOLVE CONFLICT WITHOUT CREATING DELAY IN CONSTRUCTION. rn 1. ALL SEWER SERVICE ARE 4" SDR26 g 1. ALL SEWER SERVICE ARE 4" SDR26 o ss s Iw Z UNLESS OTHERWISE NOTED. INSTALL ALL l inch SO feet SERVICES AT 2.0% MIN. SLOPE. UNLESS OTHERWISE NOTED. INSTALL ALL ]inch= 50feet SERVICES AT 2.0% MIN. SLOPE. � 113N Ili 13 I Ii�3 { I z p n } I W - FUTURE PHASE 113N lII I I >� I I II I F III III I� III I I o II II I 8" SDR35 PVC STUB &CAP I I3. i I " 1113 III I rn I 4" SDR26 S.S. SERVICE H I I I I I L q' SEE SHEET C3.02 8 SDR35 PVC STUB &CAP���iii SEE SHEET C3.03 I S=2.0%MIN (TYP) Vl I lI I II I : PHASE I BOUNDARY I _ I Iy1 I I g I I I III �Il I3 V pj STA. 0+00.00 3 Iq'Ij tN ; 10' MIN. 8" SDR35 PVC III II I I STA. 2+69.81 I, 3 I SEPARATION SANITARY SEWER I CHRIS • SSMH #6 W STA. 5+61.41 "II I . .J L . . _SEPARATION 8 SDR35 PVC SSMH #18 SANITARY SEWER I I to SSMH #9 I I II W W W- W �y '- - W. W- -:iLW W - sQ S S 1.+00 ....N.ALLEYS 2+-- - - 3�00_. S I 5400 �_.S 5+00. 5 67 S _ S S S S g. 0+00 L 4J S.29TH AVE - - - DRAWN BY:JPS rSTA. 2+68.81 - - - - - 3 r- -+ to = REVIEWED BY:CGB 3 WATER MAIN CROSSING r _ r 3 4" SDR26 S.S. SERVICE W I n I STA. 2+69.81 STA. 2+21.79 PROJECT ENGINEER:CGB S=2.0%MIN (TYP) STA. 5+50.67 SSMH #18 SSMH #19 I I i DESIGNED BY: BLB Y I I I WATER MAIN CROSSING I H STA. 4+48.02 3 WATER SERVICE(TYP) SSMH #20 � - SEE SHEET C3.06:- tn FOR CONTINUATION SEE WATER SHEETS L - . . - . . J I� . . - . . _ . r - . . -1 W yo I d l �I I _+ W. W '-'W W W W -W W. 00 Vl CIELO WAY w I I I PHASE 1 BOUNDARY W TT pq NORTH ALLEY PLAN I �I I S.29TH AVE. PLAN I I Y) HORZ. SCALE: 1" = 50' HORZ. SCALE: 1° = 50' ® W N 4990 4990 4990 4990 STA. 2+69.81�#,3 STA• 5+61.41, SSMH #9RIM 4963.20RIM 4961.63 INV IN ""-.ems(W)4g50.13- INV IN--rT.,q.48 (E)4951.44 Er�IINV 0+00.00, SSMH #6 I. INV OUT STA. 0+00.00, SSMH #18 4980 4961.65 INV IN "r' +o-(E)4950.13_ INV OUT "�"a,-^oo•(N)4951.61 4g80 RIM 4963.20 M IN (S)4951.39 INV OUT ,,-(N)4949.98-SEE DETAIL SHEEP C6(N) 4980 INV IN "rr�^o=rs(E)4950.13 °i so 4980 OUT5;-59-(N)4951.59 INV.IN�3-(W)4950.13 OUT89�(E)4951.19INV OUT- 49T,r(N)4949.98 =DETAIL SHEET C6.04 - N m" 4970 STA 5+50.67 WATER m EXT'G GROUND MAIN CROSSING 4970 4970 STA 2+68+81 WATER nN STA. 4+48.02, SSMH #20 4970 MAIN CROSSING FINISHED GRADE EXT'G GROUND Nm RIM 4956.82 +0 �- INV IN-�4..27 (S)4944.23 FINISHED GRADE N�z o INV IN 494 4.2 z (W)4944.25 0-� - - - - - - - - - - - 4960 _ 2r_ INV OUT�844 4�(E)4944.01 � o 4960 - - - '- - 4960 _ _ _ 4960 N 8" SDR35 PVC L=265 LF, 5=0.40% B" SDR35 PVC L=288 LF, S=-0.40% - _- --__ --- - - ply iB] ao 8"SDR35 PVC A 4950 4950 --- - --- __ 4950 1f� Z 4950 L=218 LF, 5=1.62% -_- _--- ____ =mr-- b z F00 8" SDR35 PVC L=222 LF, S=0.88% 4940 N 4940 4940 4940 4930 TOP OF PIPE ELEV. FINISHED GROUND ELEV. SEWER INVERT ELEV. 4930 FINISHED GROUND ELEV. SEWER INVERT ELEV. ® W rn _ 4930 � H N (� p ao ro 'o n m o. m rn N r7 m m ,,,yyyyyy cmo m N m ro n o �r 4930 rn rn ^ N ^ N N O O N t7 N W cO p N If] N rn [D N N O O M a O O D O M N M a r rn rn ^ O M N [p n O a O(O IO cO N t0 N fp N t0 O N O N ID N N N O O rn rn W W r m r r 10 N N N ? _ 00 rn rn rn rn rn rn rn rn W rn rn rn rn- rn rn Q W rn rn rn rn rn rn rn O O a In d' N d' to to } N ,6 a a a a a � .r + � d- � d- � � d-F- � •o- d- a a a a s rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn - � 0+00 1+00 2+00 3+00 4+00 5+00 5+75 0+00 1+00 2+00 3+00 4+00 4+48 SHEET C3"®/q GRAN CIELO NORTH ALLEY PROFILE S.29TH AVE.PROFILE SEWER MAIN HORZ. SCALE: 1" = 50 HORZ. SCALE: 1" = 50' A� BUILT ILT PROJECT: 17-130 S VERT. SCALE: 1" = 10' i VERT. SCALE: 1" = 10' a DATE: NOVEMBER 2018 - WATER SERVICES W N NOTES: STATION L R I ¢N 2+76.49 NIL 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS 3+32.29 m o WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT 3+62.29 SCALE FOR DEAD ENDS LINES. 3+92.29 �o0 4+22.29 ALL WATER SERVICES ARE 3 � NOTE: O 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 4+52.76 +-59:r^,T � I inch 50 feet o 30' OF 8" DEAD ENDS AND 40' OF 12" DEAD ENDS. 4+42.76 -�`+�^�.,,� L 2.76 nos 1"TYPE K COPPER, 5+ UNLESS OTHERWISE NOTED. = 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN 6+17.766 STANDARDS WITH CLEAN NATIVE BACKFILL 7+71.61 81-6776 L L 8+61.23 8i-97�6 L L MAX DEFLECTION 12" DUCTILE IRON PIPE 5' PER FULL 9+22.76 4+47-& L LENGTH PIPE. 9+52.76 -9 1 82.;o L z _ 5. CITY DATUM AT BM 2080 (ELE = 4977.91) USED FOR HYDRANT ARROW BOLT ELEVATIONS. 10+42.76 L m 0 7 .76 L 11+17.46 L (1 1+93.O3 L F- J_ m m 3 I 3 z>1 8" DI WATER MAIN - I 3 -03=TYPE K COPPER SEE SHEET C4.03 . WATER SERVICE 3 II \\ SEWER SERVICE (TYP) I I 12" DI WATER MAIN NTANq 0 I _" 131--G6ASS 1 FIRs - J I-. - . . -. . SEE SHEET C4.08d9INT-RETRAIN WITHIN i8' � I" * GiRIS OF BVOLSi(I 1^" 825 PE _ I "'B "� S �' Y S S S. S S S 5 S S / WATER SERVICE I 3 µ rcexsc° 1 8" DI WATER MAIN - STA 1+87.08 - . . - . . - - , - . . . - , _ - . . I [sl / I II _� r . . - . . _ . . - , - _ _ 30" PVC STORM x SEE SHEET C4.04 •d 14.19' LT 6" DI - ' ,� STA 7+26.54 1•• TYPE K COPPER DRAIN PIPE 3 HYD. ASSEMBLY 4" DI CLASS 51 FIRE 14.98' LT 6" DI }g' TYPE K COPPER ° SERVICE WITH BLOW OFF ASSEMBLY 4" DI CLASS 51 FIRE 3 HYD. ASSEMBLY WATER SERVICE ir, WATER SERVICE DRAWN BY:JPS JOINT RESTRAIN WITHIN 18' SERVICE WITH BLOW OFF ASSEMBLY I STA 13+16.02 ,FT,� STA E \Z7V3 m 4" DI CLASS 51 FIRE 4" DI CLASS 51 FIRE I t�i REVIEWED BY:COB OF DEAD END JOINT RESTRAIN WITHIN 18' 12" GATE VALVE I OF DEAD END SERVICE WITH BLOW OFF ASSEMBLY SERVICE WITH BLOW OFF ASSEMBLY RA PVC STORM - FS 1" TYPE K COPPER I I DRAIN CROSSING „'� PROJECT ENGINEER:CGB STA 0+33.DI 1^ I I WATER SERVICE (TYP) STA 6+76.26 y OF DEAD EADSTRDAIN WITHIN 18' JOINT RESTRAIN WITHIN 18' OF DEAD END 12"XS' CROSS 3 15.00 1LT D9 6" 15.01' LT 6" DI w' � TYPE K COPPER r DESIGNED BY: BLB 1" TYPE K COPPER HYD. ASSEMBLY WATER SERVICE -i WATER SERVICE (TYP) HYD. ASSEMBLYSID I ti n N 0+00 W 1+00 2+OOW W 3+100. W �+�0 W 5+0 _W 6+00 7+00 i 8+00 9+00 10+00 11+00 12+00 y13+O .1 i156--- _. W t W =+W IW W W l W IN -F-W =�W W -lZ9 IN --�W w GRAF STREET f 4 _ II STA 1+87.03 - - STA 6+57.65 - - - STA 12+79.73 .� so- STA 1+37.03 _ 12"X6" HYD. TEE 12" GATE VALVE _ STA 7+26.53 12"X6" HYD. TEE N F� STA 0+33.51 r- 12"X8° CROSS ,,,, -----r 12" DI- ---------r---------- F - -- - 12"X6" HYD. TEE- t i 12"X6' HYD. TEE D - SD�- CLASS 51 WATER MAIN- SD- sD-� SD-So r---- I Y----------r-------- -----------rt---------- Q4 STA 1+77.84 _ �J 11 �� ems+ r------ OI b 12" GATE VALVE STA GATE V 5 12" DI STA 13+08.23 6 12" GATE VALVE yy rr�� 8" CAP AND BLOWOFF ASSEMBLY STA 1t48.03 CLASS 51 WATER MAIN I Imo" �"-a STA 6 b SANITARY SEWER CROSSING 8" CAP AND BLOWOF INV. 4968.67 ASSEMBLY +87.57 12" GATE VALVE II SEE DETAIL INN V. 4970.50 SANITARY SEWER CROSSING CONNECT TO EXT'G WATER MAIN. I _ GRAF STREET PLAN HORZ. SCALE: 1" = 50' u STA 12+79.73 STA 7+26.53 HYD. ASSEMBLY 4990 STA 0+33.51 HYD. ASSEMBLY �STA 1+87.08 B.0 Y YIN Q78.3c 4978.41 HYD. ASSEMBLY HYD. ASSEMBLY BURY LINE "z�r4979.15 ARROW BOLT ELE = 4978.20 BURY LINE49�6.69'4976.69 BURY LINE 49764r4976.44 8.5' BURY DEPTH 8.5' BURY DEPTH FINISHED GRADE ARROW BOLT ELE= 4976.52 8.0' BURY DEPTH ARROW BOLT ELE= 4979.15 ARROW BOLT ELE = 4976.23 EXT'G GRADE 30" PVC STORM DRAIN 4980 4980 12" DI CLASS 51 WATER 6.5' MIN. 18" MIN. 4970 - MAIN h� 4970 1!51W4,7044 STA 7-06.53 STA 0D. TEE STA " HYD. 12"X6" HYD. TEE STA 12+79.73 12"X6" HYD. TEE 12"X6" HYD. TEE SERVICE STA 6+57.65INV.:978.56 4970.55 12"X6" HYD. TEE EXT'G 12" WATER MAIN INV. 68:94- STA 1+18.03 INV.---r99i 4968.24 CONNECTIONS INV.a-,�09�04970.02 4960 4967.97-12" GATE VALVE m I 12" GATE VALVETA 7+17.65 STA 1+77.84 (TYP) INV. 9�9.46: (� INV.-4968.434968.17 12" GATE VALVE 2" GATE VALVE TOP OF PIPE EL 4960 2 NV. -^0=,&4970.53 WATER MAIN INVERT EL STA 1+37.03 z INV. "��o^-ci^t 4g68.13 STA 6+76.26 STA 13+08.23 12" GATE VALVE 12"X8" CROSS 12"X8" CROSSN I CONNECT TO EXT'G 12" WATER MAIN, INV ± T 4969.67 INV.-49fi7.894968.00 SEWER MAIN INV.-49.79.56 FINISHED GRADE EL POTHOLE AND VERIFY PRIOR TO � > � �p 4950 COSTRUCTION. NOTIFY ENGINEER IMMEDIATELY IF DISCREPANCY IS FOUND. 4950 ati) aN o] m m aMM0 {a aprp N Oafop aOp a t��yL O> ' DODi uO1 Oi N Oi 'mO ON NO O00� tOp W O 'i O Y W2 O Ih�OOi a a a a a rn rn rn rn m rn rn rn rn = �d N 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+50 ! 0 x 0 III GP."STREET PROFILE g HORZ..SCALE: 1" = 50' SHEET VERT. SCALE:. 1" = 10' C EET .01 GRAN CJELO WATER MAIN AfSB UILT i PROJECT: 17-130 DATE: NOVEMBER 2018 Ld I 0 W N Q O O� M O NOTES: } m Z o SCALE SCALE 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WATER SERVICES STATION L R �Qo WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR DEAD ENDS LINES. 0+05.50 R NOTE: o 0+08.50 R ALL WATER SERVICES ARE 1" l inch= 50 feet ]inch= 50 feet 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 0+67.60 R TYPE K COPPER, 30 OF 8" DEAD ENDS AND 40' OF 12" DEAD ENDS. 1+42.60 R UNLESS OTHERWISE NOTED. 2+15.40 R 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN 3+45.70 R =SVC. Al08.50 AND STANDARDS WITH CLEAN NATIVE BACKFILL 4+10.70 R LED AS 1" 4+70.70 R OF 4" z 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH 5+28.20 R o PIPE. n 5+52.5 5. CITY DATUM AT BM 2080 (ELE = 4977.91) USED FOR 5+55.57 HYDRANT ARROW BOLT ELEVATIONS. m m I < is z� I - 5 I LL I � 8" DI WATER MAIN `^ SEWER SERVICE TYP) -- SEE THIS SHEET ( WATER I _ SEE DISHEET C4.03 - STA 0+00.00 '� N CAP & BLOWOFF ASSEMBLY I S" DI WATER MAIN S" DI WATER MAIN SEE SHEET C4.05 SEE SHEET C4.06 F cea . to STA 2+23.17 3E N e o : SEWER MAIN CROSSING 3 tp zs Pe STA 0+66.55 I I STA 2+69.95 - +,cExsEo 12"X8" DI CROSS. 8"XS" DI TEE ' - v STA 2+50.87 0+ 0 W 1+00 2+00 3+00 3+84 3 t�' 8" GATE VALVE STA 3+10.89 3 DRAWN BY:JPS W -I-W --I--W -FW 8' GATE VALVE S S S S 29TH AVE km en STA 0+00.00 STA 5+62.09 tFREVIEWED BY:CGB 8" DI 90' BEND 8" DI CLASS 51 STA 3+15.88 + WATER MAIN 8"X6" HYD. TEE 8" DI 90' BEND 3_ PROJECT ENGINEER:CGB W DESIGNED BY: BLB + STA 0+98.20 I� STA 3+47.35 p+ - 1+00 + 2+00 3+00 _ 4+00 777- 5+00 I62 8" GATE VALVE I 8" GATE VALVE W t-�W _._W -It W -F.WI. W __. IM W I W i--T•W I cn I STA 3+84.14- H \ m to TIERRA LANE rn +n ,) F 8' DI CLASS 51 8"X8" DI TEE WATER MAIN I V' SEWER SERVICE (NP) cn 1" TYPE K COZWATE; ERVICE (, STA 3+15.74 1"TYPE COPPER WATER SERV CE r� � o n (� 3 C 31.4T RT 6" DI HYD. ASSEMBLY ElLeW OF dGINT TRA 9F BE'- ,I. 44 I 12" DI WATER MAIN � �_ - m SEE SHEET C4.01 - - 1""I • - - i"TYPE COPPER ; - - I - TYPE K COPPER I �... I �§ TYPE K COPPER WATER SERVICE (TYP) WATER SERVICE W 1"TYPE K COPPER WATER SERVICE WATER SERVICE (TYP) re (� SOUTH 29TH AVENUE PLAN TIERRA LANE PLAN ® � � HORZ. SCALE: 1" = 50' HORZ. SCALE: 1"= 50' p U b 4990 4990 4990 4990 FINISHED GRADE 4980 EXT'G GRADE 4980 4980 STA 3+15.74 HYD. ASSEMBLY 4980 STA 0+00.00 FINISHED GRADE BURY LINE-r��,6 4972.81 CAP & BLOWOFF ASSEMBLY STA 2 DI TEE EXT'G GRADE 8"X8' DI TEE 8.5' BURY DEPTH Iy b . "Troa-+ 'r a 8" DI CLASS 51 ARROW BOLT ELE= 4972.77 M 4970.58 WATER MAIN _ NV.�963$fi4963.54 - _ - - - - - - - -rl INV 4970 6.5' MIN. 4970 4970 - - - - - _ STA 3+15.88 4970 STA 2+50.87 STA 0+66.55 6.5' MIN.-8" GATE VALVE 8"X6" HYD. TEE 12"XS" CROSS INV.-�9z INV.�.T4963.55 p^pl F INV.i9�639.4970.69 4963.68 kv� to op 4960 STA 0+98.00 0° STA 3+47.35 4960 4960 SERVICE 8" DI CLASS 51 WATER 4960 �-4 8' GATE VALVE STA 0+00.00 STA 5+62.09 �O 8" GATE VALVE $ CONNECTIONS INV. "".�o4ar4964.14 90' BEND STA 3+10.89 MAIN S" DI 90' BEND-- INV. INV.�969-6}4970.31 Z "�4962.70- (TYP) 8" GATE VALVE r4 2" .> STA 3+84.14WATER MAIN INVERT EL INV. 496A494963.33 WATER MAIN INVERT EL SEWER MAIN INV. 49&A,48 4963.58- �p `g FINISHED GRADE EL 8"XS"TEE TOP OF PIPE EL FINISHED GRADE EL (G-a �r TOP OF PIPE EL INV. "-�A�4963.54 4950 ; � C 4950 4950 4950 0 N a a n O O V 0 K) a O O +O S oo a as a 01 a a $ a < 4 v a4 N IN Irl +O 0+00 1+00 2+00 3+00 3+90 0+00 1+00 2+00 3+00 4+00 5+00 5+70 Ili on 3 SHEET SOUTH 29TH AVENUE PROFILE TIERRA LANE PROFILE C4°®2 HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 10' VERT. SCALE: 1" = 10' n GRAN CIELO i I ^ y 7 WATER AlAIN �S I��� PROJECT: 17-130 w DATE:ii NOVEMBER 2018 i W O O O N M y O 0 NOTES: za 0 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS o WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR DEAD ENDS LINES. 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 30' OF 8" DEAD ENDS AND 40' OF 12" DEAD ENDS. WATER SERVICES 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN STATION L R STANDARDS WITH CLEAN NATIVE BACKFILL 0+93.50 L NOTE: zz 1+98.39 L ALL WATER SERVICES ARE 3+51.22 L 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH 1 TYPE K COPPER, UNLESS OTHERWISE NOTED. PIPE. 4+26.64 L 5. CITY DATUM AT BM 2080 (ELE 4977.91) USED FOR 5+02.03 L SCALE SCALE HYDRANT ARROW BOLT ELEVATIONS. SCALE m N Q I inch= 50 feet z L inch= 50 feet MATCH LINE A I inch= 50 feet MATCH LINE B 3 II II I I I _vi •I t1i, 2" DI WATER MAIN SEE SHEET C4.08 NTA8" DI WATER MAIN g S - 8" DI WATER MAIN STA 1+85.51SEE SHEET C4.05 S S S � SEE SHEET C4.06SEWER CROSSINGA+741" STA 0+00.00 W I CAP & BLOWOFF ASSEMBLY STA 1+68.00 STA 3+96.75 - - ' ' - ' ' - ' ' " - ' ' ' ' - ' ' - ' ' L8""AGATE VA VE . STA 38" GATE VALVE 8"X8" TEE SEWER SERVICE (TYP) F 12"X8"1" TYPE K COPPERW v: WATER SERVICE TYP > 0+00 1+00 - DRAWN BY:JPS 0+ 0 1 0 2+00 3+00 97 STA 0+00.00 _ ( ) �d 0 2+00 3+04+00 4+39 W W S"X8"TEE I I I I I ; 34 W 1 REVIEWED BY:CGB 5 S - S S STA 3+10.85 STA 5+42.45 CIELO WAY i CIELO WAY 3 STA 2+45.85 «e PROJECT ENGINEER:CGB rn STA 0+11.04 9.33 LT 6" DI 3 8' GATE VALVE 8" GATE VALVE STA 3+41.00STA 1+03.00 SEWER CROSSING . . _HYD. ASSEMBLY_ _ _ 8" DI CLASS 51 DESIGNED BY: BLB .50 LT 6' DI 8 DI CLASS 51 WATER8' GATE VALVEWATER MAIN HYD. ASSEMBLY w MAIN -- STA 4+38.89 STA 1+27.00 _.2+00__ 3+0 STA 1+03.03 __ _ STA 0+00.00 CAP & BLOWOFF ASSEMBLY 8'X8' CROSS � I W �+•-W -F-W -4-W W -W WI W I. ' 8"X6" HYD. TEE ; 8"X8" TEE ' W 8" DI WATER MAIN wj d CIELO WAY JAIN # I 8" DI WATER MAIN V> SEE SHEET C4.05 I C . STA 5+6 SEE SHEET C4.04 I ,� ',17 O STA 0+41.04 8"XS" W rn TF 1" TYPE K COPPER F" c�- 8" GATE VALVE STA 2+45.85 3 m 3 M B"X6" HYD. TEE 3 WATER SERVICE (TYP) 8" DI CLASS 51 1" TYPE K COPPER 3 " WATER MAIN WATER SERVICE TYP V] STA 2+50.85 8" DI WATER M rn ( ) ®B" DI WATER MAIN S GATE VALVE SEE SHEET C4 SEWER SERVICESEE SHEET C4.05 STA X8"TEE W - rfSEWER SERVICE (TYP8"XS"TEE •_ - w - I I �- PH MATCH LINE A MATCH LINE B CIIELO WAY PLAN CIIELO WAY PLAN CIIELO WAY PLAN e� HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' ® p� b � � u 4980 4980 4980 4980 4980 4980 (� STA 1+03.00 HYD. ASSEMBLY FINISHED GRADE BURY LINE EL. g9664•4966.37 FINISHED GRADE 8.0' BURY DEPTH FINISHED GRADE STA 2+45.85 EXT'G GRADE456.5' UTILITY CONDUITS 4970 ARROW BOLT ELE = 4966.29 EXYG GRADE 4970 4970 STA 0+00.00 EXT'G GRADE HYD. ASSEMBLY 4970 4970 4970 8"X8"TEE BURY LINE EL.-.�96 4965.03 INV. 4956.04 8.5' BURY DEPTH STA 1+03.03 ARROW BOLT ELE= 4964.98 8' DI CL8"X6" HYD. TEE8" DI CLASS 51 WATER _ _ _ _ _ _ _ _ _F6.5' MIN. MAIN WATE INV. STA 0+41.04 4960 4958.00 4960 4960 8' GATE VALVE 6.5 MIN. 8" DI CLASS 51 4960 4960 4960 INV. "�t4956.01 WATER MAIN STA 3+41.00 STA 3+96.75 _8" GATE OVA VALVE- 8" GATE VALVE I N STA 1+68.00 INV. "", ^�4960.21 Iqq��� 8" GATE VALVE 8"X8" TEE STA 3+10.85 INV.�969:3+4960.25 (yy STA 0+00.00 INV. "" 454959.33 STA 2+45.85 STA 3+74.95 4950 4950 CAP & BLOWOFF ASSEMBLYINV.-496861.495&45 4950 4950 8" GATE VALVE STA 5+42.45 4950 4950 SEWER CROSSING CTO � � �- 8"X6" HYD. TEE STA 0+00.00 12"XS" CROSS �+1 INV.-95e-z94958.29 .00E�T SEWER CROSSING INV. 4956A84956.35 INV. .,�4956.11 8" GATE VALVE INV.��r4960.53 "INV. "--. soT 4955.69 8"XS" TEE STA 2+69.85 i �I I STA 4+35.89 8"XB" CROSS =-I INV. "�9�4960.26 INV. 49,�833-WATER MAIN INVERT EL WATER MAIN INVERT EL STA 2+50.85 S"X8"TEE STA 5+61.04 WATER MAIN INVERT EL b 00 CAP & BLOWOFF ASSEMBLY to 4958.50 FINISHED GRADE EL FINISHED GRADE EL 8" GATE VALVE INV. -TOP OF PIPE EL 8"X8"TEE. FINISHED GRADE EL 4960.23 TOP OF PIPE EL INV. 'r, 98`I'955.98 INV. "r.�9�^= 4940 4940 4940 INV. 4966.454956.35 4956.0. 4940 4940 4940 b� � a a s a � a s a�o aa � a�0 •a- N� M O� � a a a � � � � dO � � � as as a s a� � a � � � o c O °� ZN d0( N M r « O O M O 0 O 01 ® U � 0+00 1+00 2+00 3+00 3+97 0+00 1+00 2+00 3+00 4+00 5+00 5+62 0+00 7+00 2+00 3+00 4+00 4+39 � W 00� a 00 CIIELO WAY PROFILE C[ELO WAY PROFILE CIIELO WAY PROFILE HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' ' HORZ. SCALE: 1" m 50' VERT. SCALE: 1" = 10' VERT. SCALE: 1" = 10' VERT. SCALE: 1" = 10' SHEET C4"03 GRAN CIELO � WATER MAIIN SBUILT DATE: NOVEMBERI d 2018 Fo o o� n 0 m a o i SCALE � II I l inch= 50 feet z Z rt O PHASEI BOUNDARY I STA 0+00.00 CAP & BLOWOFF ASSEMBLY STA 5+80.14 m SEWER SERVICE (TYP) 8"XB" CROSS .I I - STA 0+66.65 12"X8" CROSS STA 5+39.13 8" GATE VALVE L . . _ „ — . , z— — — — — # 6+06 W —W W W W W W W — — G 7_1S S S I S S S p----- 5�,� c S 5� 9 S 31ST AVE i S SSTA 6+06.27 r _CAP AND BLOWOFF8" DI CLASS 51 WATER �. ASSEMBLY MAIN 1" TYPE K COPPER WATER SERVICE (TYP) Ly a3 TYPE K COPPER Q I DRAWN BY:JPS 12" DI WATER MAIN WATER SERVICE Cyr SEE SHEET C4.01 U REVIEWED BY:CGB I L. _ _ PROJECT ENGINEER:CGB DESIGNED BY: BLB N NOTES: I 8"DI WATER MAIN f / I SEE SHEET C4.03 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT FOR DEAD ENDS LINES. rt 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 30' OF B" DEAD ENDS AND 40' OF 12" DEAD ENDS. 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN t� STANDARDS WITH CLEAN NATIVE BACKFILL. �=a SOUTH 31ST AVENUE PLAN PIPEMAX DEFLECTION B" DUCTILE IRON PIPE 5' PER FULL LENGTH 0-4 HORZ. SCALE: 1" = 50' 0 5. CITY DATUM AT BM 2080 (ELE = 4977.91) USED FOR HYDRANT ARROW BOLT ELEVATIONS. !, WATER SERVICES pq �.4 � M2+49.13 L R P L R L ® f;l L o 4990 4990 R NOTE: I� ALL WATER SERVI 3+70.63 R CES ARE 4+70,63 L 1"TYPE K COPPER, UNLESS OTHERWISE NOTED. 4+30.63 R y P54+977 63 L 4980 P 2 4980 FINISHED GRADE- -,-- , +00.63 R EXT'G GRADE STA 6+0627 CAP AND BLOWOFF ASSEMBLY INV. 4958.13 4970 4970 �] 6.5' MIN. — — STA 5+80.14 8"XS" CROSS EL 4958.50 4960 STA 0+66.65 4960 12"X8' CROSS 8" DI CLASS 51 WATER INV.-1967. 9 4967.86 MAIN STA 5+39.13 STA 0+00.00 WATER MAIN INVERT EL CAP AND BLOWOFF ASSEMBLY 8" GATE VALVE ! FINISHED GRADE EL TOP OF PIPE EL INV. 4959c474959.24 F� INV.�96&5�4968.85 � cv 4950 1 1 4950 Q M r M 7 p� t0 nJ t0 N N O O1 O M CI N n DO OC1 OD N CO fp DD m t0 O> N T c� 1700 O M tO tD 00 CO] Lo ;> � 'n 0+00 1+00 2+00 3+00 4+00 5+00 6+00 W " g O e� a o SOUTH 31ST AVENUE PROFILE b FH HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 10' i SHEET C4.04 GRAN CIELO WATER MAIN A� �����° i PROJECT: 17-130 J� a DATE: NOVEMBER 2018 W N S. 29TH AVE. o N NOTES: WATER SERVICES 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS STATION I L R 1 0 WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT S. 30TH AVE. 1+82.80 L m FOR DEAD ENDS LINES. WATER SERVICES 1+83.52 R STATION L R 2+49.11 L 3 0 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 0+44.04 L 2+52.65 R S� 30 OF 8" DEAD ENDS AND 40' OF 12" DEAD ENDS. 1+14.04 L 3+14.11 L 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN 2+51.54 L 3+20.28 R STANDARDS WITH CLEAN NATIVE BACKFILL. 3+26.23 L 3+79.11 L 4+00.61 L R14.16 89.39 R 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH 4+65,61 L 44.11 L PIPE. 5+21.23 L 57.37 R 1 L m 5. CITY DATUM AT BM 2080 (ELE 4977.91) USED FOR o HYDRANT ARROW BOLT ELEVATIONS. N SCALE NOTE: ALL WATER SERVICES ARE 1"TYPE K COPPER, J ss s SCALE UNLESS OTHERWISE NOTED. I inch= 50&mt I u o � 1 1 inch= 50 feet z I PHASE BOUNDARYI I I II zll T q . . . . - . 3 I - - - SE DI WATER MAIN w SEE SHEET C4.03 ( I cn I * EuD- - STA 1+54.04 STA 1+84.05 I - I euo sxi o SEWER CROSSING ' ' - ' - I Y!PE STA 8" GATE VALVE (�] +44.05 STA 1+49.05 V� 1" TYPE K COPPER STA 4+30.05 9.85LT 6'' DI I I N STA 1+95.08 S"X8"TEE STA 5+46.80 9.418 LT 6' DI 8"X8"TEE WATER SERVICE HYDRANT ASSEMBLY STA 1+33.98 HYD. ASSEMBLY (TYP) I SEWER CROSSING 9.00' LT 6" DI I N STA 4+49.05 STA 5+44.05 I HYD. ASSEMBLY I i II III STA 1+49.05 STA 2+14.05 8" GATE VALVE 8"XV HYD. TEE 8" DI CLASS 51 STA 5+46.79 DRAWN BY:JPS STA 0' BE' 8"X6" HYD. TEE in. L 8" GATE VALVE_ - - - _ J L ,STA 5+64.34 WATER MAIN 8"X6" HYD. TEE j I II REVIEWED BY:COB 8" DI90' BEND 8" CAP AND BLOWOFF I- - � L - - - - - - I � o --ASSEMBLY - - _ + PROJECT ENGINEER:COB 0 00 1+00 2 00 3+00 4+00 5+00 93- - DESIGNED BY: BLB W W. '�- I W WI W W W W W 0+00 1+00 2+00_ - 3+00. 4+00- - - - -5+00 - +D0�6+21= S S S S S S S. S S S S S - w W I- WF-S W W -H W M S30TIlAVE S - S SI S S S 29TH AVE- ---------- 8" DI CLASS 51 WATER d Z 8° DI WATER MAIN MAIN STA 3+89.07 . . - . .. r . . - . . - . . - . C 8" GATEVALVE E I - . . - . . . . - . . - - . . - - . . - . . .Ci oo SEE SHEET C4.02 8" GATE VALVE W - �. W. 8"SGA GATE 1' TYPE K COPPER + U I I I FUTURE PHASE O I I I WATER SERVICE (TYP)F STA 0+00.00 U 8'X8"TEE STA 5+92.99 ® '� 8"XS" CROSS �:.. f I PHASE BOUNDARYI I ( 11111 I b 8" DI WATER MAIN PHASE 1 BOUNDARY 8A CAP1 AND SEE SHEET C4.03 BLOWOFF ASSEMBLY I ,� 1,111, SOUTH 30TH AVENUE PLAN SOUTH 29TH AVENUE PLAN I ^ w 4 HORZ. SCALE: 1" = 50' HORZ. SCALE: 1" = 50' b Z 4990 4990 4980 4980 Or-,STA 1+49.04 �! 'HYD. ASSEMBLY BURY LINE '-.968.444968.25 8.0' BURY DEPTH ARROW BOLT ELE= 4968.21 4980 4980 4970 FINISHED GRADE 4970 F'�a STA. 1+84.05 STA 5+44.04 STA 5+46.80 SEWER CROSSING HYD. ASSEMBLY EXT'G GRADE HYD. ASSEMBLY FINISHED GRADE STA 0+00.00 BURY LINE 4961.89-4962.00 8"XB"TEE BURY LINE-4956:i&4956.41 EXTG GRADE STA 2+14.D5 8.0' BURY DEPTH INV.�356-3& - 8" DI CLASS 51 7.5' BURY DEPTH 8" GATE VALVE ARROW BOLT ELE= 4961.87 4656.08 - WATER MAIN .ARROW BOLT ELE= 4956.39 _ 4970 6.5' MIN. _ 4960 4970 _ INV. 4969.±9 4959.38 STA 3+89.07 4960 _ 8" GATE VALVE - _ STA 5+92.99 6.5' MIN. _ _ INV. "�84956.33 11 8" DI CLASS 51 STA 0+18.98 INV. '-.ertoT;_ WATER MAIN _ 18" MIN. 4948.60 4960 - 4960 8" GATE VALVE 4950 4950 INV.�4956.864955.92 b STA 0+00.00 18" MIN. 8" DI 90' BEND- INV. 4962.724962.70 STA "TEE 8 STA-SING STA 5+46.EE ^c 8"X8' TEE STA 4+30.05 SEWER CROSSING 8"X6" HYD494 TEE 4. INV. "�46 4959.38 STA 5+44.05 INV. �4 4948.62 4950 STA 1+49.05 .499 TEE 8"X6" HYD. TEE 4950 4940 8"X6" HYD. TEE INV.�936:844955.90_ STA 5+51.95 4940 INV. r960.314960.15 J INV.�•953r9�4953.81 8' GATE VALVE STA 1+54.04 STA 4+49.05 STA 5+84.34 INV.-49Q.844948.67 b (� N WATER MAIN INVERT EL 8" GATE VALVE 8" GATE VALVE WATER MAIN INVERT EL INV. "-ro34959.35_ INV. �4955.95 8" CAP AND BLOWOFF STA 6+11.70 FINISHED GRADE EL TOP OF PIPE EL FINISHED GRADE EL TOP OF PIPE EL PQ INV. "rrar.."v 4953.03 8" CAP AND BLOWOFF z V 4940 4940 4930 INV.-.94.694948.59 4930 N rn N r d- N O u) N rn r 0 Irna� Orn Nrn tarn0 Nrna urn7 frnao Urn.)r urnd)- arn rna- rna rna �rn arna Nrnv rn .OrnrIN N u 0 0 Ob 10 10 O u7 rnrn10rn 0�pW N rn 0 O N O ro r O : u7 ) z ®O NV) '] ® L� NN 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+25 U s SOUTH 30TH AVENUE PROFILE HORZ. SCALE: 1" = 50' SOUTH 29TH AVENUE PROFILE SKEET VERT. SCALE: 1" = 10' - HORZ. SCALE: 1" 50' ��"�� VERT. SCALE: 1" = 10' R GRAN CIELO y� WATER MAIN ASB�6J�(�ILT g DATOE:E NOVEMBER7 2018 W� F N a o o� M O NOTES: WATER SERVICES STATION L R SCALE 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS 0+24.10 RR ao j WITHIN 10' OF FITTINGS, OR AS SPECIFIED'ON PLANS, EXCEPT o FOR DEAD ENDS LINES. 1+09.10 9-F1.6.62 R 2+49.12 R NOTE: 1 inch= 50 f-t 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 3+16.62 R ALL WATER SERVICES ARE 30' OF 8" DEAD ENDS AND 40' OF 12" DEAD ENDS. 3+83.65 R 1" TYPE K COPPER, 4+56.62 R UNLESS OTHERWISE NOTED. 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN 5+16.62 R STANDARDS WITH CLEAN NATIVE.BACKFILL. m z 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH o PIPE. 5. CITY DATUM AT BM 2080 (ELE 4977.91) USED FOR HYDRANT ARROW BOLT ELEVATIONS. m is I to o I I In I Z PHASE BOUNDARY NT ,y f 8" DI WATER MAIN '. SEE SHEET C4.02 B" DI WATER MAIN N SEE SHEET C4.03 CHW C Isl au I IOB25 PE �Q ..� 0 Z V I STA 5+61.55 STA.5+81.65 DRAWN BY:JPS i Na.1' 3 SEWER CROSSING 9.70 LT 6" DI REVIEWED BY:CGB STA 2+11.65 AW STA 4+27.65 HYD. ASSEMBLY STA 1+87.25 B" GATE VALVE I PROJECT ENGINEER:CGB 8"XS"TEE 8"X8" TEESTA 5+81.65STA 2+16.65 DESIGNED BY: BLB 8"X6" HYD. TEE STA 4+46.65 I 8'X6' HYD. TEE STA 1+51.62 J8" GATE VALVESTA 3+86.65 8" GATE VALVE--I B' GATE VALVE 1+00 2+00 3+00 4+00 5+00 5+ 2-- - ---- - --- I W .W W �V, -WI' W I WI T W W W W ;�� I I I S Si S 28TH AVE 3E STA 0+00.00 --- _ ------ ---- ---- 8" DI 90' BEND - -'- STA 2+16 63 . . - - - - �a . . _ . . r - - - - - - - - . - . . - . . N 8" DI CLASS 51 WATER 31.03' RT 6" DI MAIN _ HYD. ASSEMBLY 1" TYPE K COPPER WATER SERVICE (TYP) I b I 8" DI WATER MAIN I �n SEE SHEET C4.03 PHASE BOUNDARYPH 6� ILL _ ; _ - - - _ ® � H SOUTH SCALE: SVENUE PLAN U pa � 0 C0� 4980 4980 STA 2+16.63 HYD. ASSEMBLY BURY LINE EL. 4967.63,4967.49 8.0' BURY DEPTH IFINISHED GRADE 4970 - ARROW BOLT ELE - 4967.40 4970 EXT'G GRADE STA 5+81.65 HYD. ASSEMBLY JSTA 2+16.65 BURY LINE-4964.364961.31 8"X6" HYD. TEE _ 7.5' BURY DEPTH INV.-�694959.40 5.5' MIN. ARROW BOLT ELE - 494961.25 4960 4960 STA 0+00.00 18" MIN. 90' BEND STA 1+51.62 Q INV. "�� 8' GATE VALVE (�1 4963.33- INV.-.QRA A 4960,73 4950 STA 3+86.65 STA 4+46.65 950 o�o STA 1+87.25 STA 2+11.65 8" GATE VALVE 8' GATE VALVE STA 5+81.65 n INV.�9Sfi-�64956.60 Q 8"X8"TEE 8" GATE VALVE INV. ""-r�.o 4955.69 8"X6" HYD. TEE INV. "" s4960.26 INV. "-r. r4959.60 STA 4+27.65 INV. "�04953.68 b 8"X8"TEE STA 5+61.65 4940 INV. "�Q4955.96 >+ TOP OF PIPE EL SEWER CROSSING �A q I �-d WATER MAIN INVERT EL �y FINISHED GRADE EL - ® � a da' aa aa a 'a ar' a 49304930 ® mc) O 'OD - N U EP c 44 va ' aa a 'a � a a '.h 7 O+00 1+00 2+00 3+00 4+00 5+00 5+82 i i SOUTH 28TH AVENUE PROFILE $ SHEET HORZ. SCALE: 1" = 50' C4"06 VERT. SCALE: 1" =10' R GRAN CIELO WATER MAIN 30 AS B I:T DATE: NOVEMBERi`� 2018 NOTES: w N �o 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, o EXCEPT FOR DEAD ENDS LINES. 0 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 30' OF 8" DEAD ENDS AND 40' OF 12" DEAD ENDS. rm SCALE 3. BACKFILL & COMPACT TRENCH PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL. 3 a a o 4. MAX DEFLECTION B" DUCTILE IRON PIPE 5' FULL LENGTH PIPE. NOTE: 5. TRACER WIRE SHALL BE #14 AWG (OR LARGER) COPPER CLAD STEEL OR SOLID COPPER WIRE. IT SHALL HAVE AT ALL WATER SERVICES ARE l inch= 50fmt LEAST A 30 MIL OF A HIGH MOLECULAR WEIGHT POLYETHYLENE OR HIGH DENSITY POLYETHYLENE COATING. THE COLOR 1' TYPE K COPPER, OF THE COATING WILL COMPLY WITH THE APWA COLOR-CODING FOR THE UTILITY THAT IS TO BE TRACED. THE WIRE UNLESS OTHERWISE.NOTED. WILL BE TAPED TO THE PIPE AT THE 3 O'CLOCK POSITION AT LEAST EVERY 10 FEET AND ON ALL SIDES OF EVERY FITTING. N 6. CONNECTORS DESIGNED FOR DIRECT BURIAL SHALL BE USED FOR ALL WIRE CONNECTION BELOW GRADE. ANY o DAMAGES TO THE COATING OF THE WIRE WILL BE REPAIRED USING NEW WIRE AND DIRECT BURY CONNECTORS. 7. TRACER WIRE ON WATER MAINS WILL EXTEND TO THE SURFACE AT EACH MAIN-LINE VALVE BOX AND VAULT IN THE SECTIONS REQUIRING TRACE WIRE. J_ B. AFTER THE INSTALLATION OF TRACER WIRE IS COMPLETE, ALL WIRE WILL BE TESTED FOR CONTINUITY BY THE m CONTRACTOR. THE ENGINEER MUST WITNESS THIS TEST. 9. CITY DATUM AT BM 2080 (ELE = 4977.91) USED FOR HYDRANT ARROW BOLT ELEVATIONS. z II I II I / / I 3 12" DI WATER MAIN II I I I G II WII SEE SHEET C4.09 I I i I EXTG CURB & GUTTER EXTG SANITARY SEWERII IISAWCUT AND REMOVE EXTG ASPHALT AND1 STA 0+00.00 I UTILITY CONDUITS PIPELINE AND ACCESS CAP & BLOWOFF ASSEMBLY I I STA TEE AND I I I I EASEMENT CURB. INSTALL TAPPING TEE. GATE VALVE 8"x8" TEE AND STA 4+91.03 CAP & BLOW OFF ASSEMBLY I I I I I I AND THRUST BLOCK. HOT TAP EXTG MAIN. DRAWN BY:JPS I 9.33' LT 6" DI I I BACKFILL WITH NON-SHRINK LEAN CONCRETE. STA 0+23.81 - - HYDRANT ASSEMBLY I I REPLACE PAVEMENT AND CURB TO MATCH REVIEWED BY:CGB 8"X8" CROSS \\ I I STA 3+56L 49 _I. STA 5+06.41 II it 8" DI CLASS 51 WATER MAIN EXTG THICKNESS. TACK COAT AND SEAL ALL I. I) I I 8' GATE VA 8" GATE VALVE I I PROJECT ENGINEER:CGB STA 4+91.03 I INSTALL TRACER WIRE FROM I JOINTS. II II I 8'X6" HYD. TEE o I II STA. 3+45.34 TO 10+13.73 I I DESIGNED BY: BLB STA 0+64.91 I I STA 3+15.51 I I I EXTG SEWER MAIN. J 8" GATE VALVE- _ I I 8"X8"TEE STA 5+40.47 I ` MAINTAIN MINIMUM 10 FT 11 HORIZONTAL SEPARATION 12"XS"TEE STA 7+30.92 8" 11.25 BEND cn �_ 8 +42.49 po STA 6+38.30 - - -- ------ -- TE VALVE STA 11+23.26 9A ---- =0+ 0• 1+W W -,2^00 _W I -_3+00 4+ 0 r 1" WTR SVC s ss �. _8" 11.25 BEND - - _ W W W r r 8+00 ss 9+00ss - P. -...5 S _S BENNETT BLVD S S S S S - 5 tp W IW -w +01 - s 11+00 W _ 6+00 W r .�,t W W _ STA 12+86.94 -- _ W =7 +0p� 8" GATE VALVE.... .._... -- ----- ----- -------- -- ---- I -1 8" DI CLASS 51- . o o�T ! W 1 +00 14+00 15+00 4 ! I I I WATER MAIN I + STA 6+31.42 I 4 �� W -'"I--W --I W ---+W I W w I o F w REGRADE AND RESEED ALL ® QI / I I I 8" 11.25 BEND "t DISTURBED AREAS PER CITY STA 12+73.55 LERNER PARR 3 147 L.F. 8" DI CLASS II II I I OF BOZEMAN STANDARDS \ 51 WATER MAIN II3 I i I I I I STA 15+36.64 I I STA 6+18.54 8" 11.25 BEND 8" GATE VALVE 8" GATE VALVE I 1" TYPE K COPPER `--� STA 3+15.08 III N�i,�I-_:. PHASE BOUNDARY I II 3 I I WATER SERVICE I ALL LANDSCAPING & IRRIGATION \ CAP & BLOWOFF ASSEMBLY >I STA 5+62.69-� FACILITIES DAMAGED DURING STA 8 X84 TEE I 12"x8"TEE CONSTRUCTION SHALL BE REPLACED £ pq ITO CITY OF BOZEMAN STANDARDS AND II "I I I- I W II I 12" DI µ WATER MAIN I PRE-CONSTRUCTION QUALITY ! N SEE SHEET C4.09 ;. ISH ET C4.05 III Il I I SEE WATER MAIN I I I I \\ \\ � `I 1 1-4 o BENNETT BLVD PLAN b HORZ. SCALE: 1" = 50' o� pq P 4970 4970 STA 4+91.03 HYD. ASSEMBLY FINISHED GRADE BURY LINE EL 4955.84- EXISTING GRADE 4960 4960 8.0' BURY DEPTH pq ARROW BOLT ELE= 4955.75 - BEGIN TRACER WIRE 8" DI CLASS 51 #14 AWG TRACER WIRE - 4950 WATER MAIN END TRACER WIRE STA 13+98.58 4950 ----- --------- ----- - --------- --------- 8" DI MAIN_ ------ ---------- --- INV.rF944:3�4945.40 en t9+23.81 91 STA 15+36.84 LVE WATER SERVICEPER 4940 9 4948.08 8" GATE VALVE pYy w INV.i9VA-68:4950.28g40 hl STA 3+15.51 B"XB"TEE STA 4+. '5 STA 12+86.94 STA 1'X8" E5 t` t- ST 8'X6" HYD. TEE STA 6+31.42 STA 7+30.92 STA 9+42.49 STA 11+23.26 8" GATE VALVE 8' TEE >'7 INV.-49+6 &4946.14 8" INV.--g47.764947.57 8" 11.25' BEND 8' 11.25' BEND 8" GATE VALVE 8" 11.25' BEND INV.�r.VALVE 45.01 INV. r9+�9r4950.35IN64 STA 5+62.69 INV.�4947.644947.57 INV. 'ter;-4947.70 INV.�4T424947.52 INV. r,,4;-34947.44 .86 b r� E-+ oo STA 3+56.49 4930 4930 8" GATE VALVE UTILITY CONDUITS 12"X8" TEE STA 0+00.00 INV. '-+o47T- rA CAP & BLOWOFF INV. ,94T9r4946.60 4946.83 STA 6+18.54 5 A 1 + (tea STA 5+06.38 I B" GATE VALVE. IN 1194 BEND IASSEMBLY 494864 STA 4+105.59 8" GATE VALVE. STA 5+40.47 INV.-i94664947.57 WATER MAIN INVERT INV. T4945.08 6"x8"TEE INV.-'�4'-0�4947.74 '12"X8"TEE EXTG GRADE TOP OF PIPE ELE INV. 494;i84946.82 INV.-947�4947.22 (®c q IN C? 4920 49207 00 N N ID fD N t0 N tD cl N r w N m d' IA r cO N10) d" N f0 (q � Oim ONlR Mp II( m N OMi MIGO O ,ODD O O O O f�D O M m coN a 10 M O N O ,�7 DJ ' dam'7 N 7 7 t h t dam- a 00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+44 i SHEET C4.®7 BENNETT BLVD PROFILE HORZ. SCALE: 1" = 50' 7 GRAN CIELO VERT. SCALE: 1" = 10' WATER FAIN PROJ 30 ASB ICJ ILT 1 DATE:ECNOVEMBERI 2018 i �N Q N MJ O } Q] SCALE I I I --- o s s Sao -4 0 I I � I J l inch= 50 feet S -S S S SI S© S S - I � I 4" DI CLASS 51 FIRE Z I FI SERVICE WITH BLOW OFF ASSEMBLY o 12" DI WATER MAIN JOINT RETRAIN WITHIN 18' - �^ f SEE SHEET C4.01 OF DEAD END p+ l i -itI. EXT'G 12" DI 1" I PHASE BOUNDARY {r� WATER MAIN: -$-r TYPE K COPPER 1" TYPE K COPPER U d I 4I POTHOLE AND WATER SERVICE WATER SERVICE (TYP) I I m F4 VERIFY DEPTH AND Up FUTURE WATER i - I LOCATION MAIN (N.I.C) a STA 4+59.91 16.00' LEFT o 6" DI HYDRANT ASSEMBLY Z I SD-ys __ _____ __ NTA m� M _.00. W- I +00 7 WW W W W W Wzs as * euos ci -- � 7-TFI- . - - - •-12" DI CLASS 51 3 AVE - -t - 825 PE p d WATER MAIN 'I �'CeusE° 19 �1 =� .x -x. tt.�-x. .x�-. _.. .x ... ... ... .. -. T.. DRAWN BY: JPS STA 4+59.93 REVIEWED BY:CGB 12"x6" HYD TEE PROJECT ENGINEER:CGB + I I STA 4+67.93 DESIGNED BY: BLB II 12' GATE VALVE W NOTES: 30" PVC CULVERT STA 5+02.51 UTILITY CONDUITS I 12'X8" CROSS 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS STA 5+36.85 WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT 12" CAP AND BLOWOFF ASSEMBLY FOR DEAD ENDS LINES. 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 6�1 30' OF 8" DEAD ENDS AND 40' OF 12" DEAD ENDS. AVENUE PLAN 3. BACKFlLL & COMPACT TRENCH PER CITY OF BOZEMAN a-a P4 SOUTH 27TH AV= STANDARDS WITH CLEAN NATIVE BACKFILL. HORZ. SCALE: 1" a 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' PER FULL LENGTH b PIPE. 5. CITY DATUM AT BM 2080 (ELE = 4977.91) USED FOR HYDRANT ARROW BOLT ELEVATIONS. WATER SERVICES P STATION L R 1+21.40 ',-1 29.24 L 1+96.47 21 moo L 2+50.39 5000 5000 3+877.88 33+�8 L LL 2+87.88 �Q 4+07.88 L 4+47.88 L 4990 4990 30" PVC NOTE: P ALL WATER SERVICES ARE STORM PIPE EXT'G GRADE 1"TYPE K COPPER, 4980 1 UTILITY FINISHED GRADE 4980 UNLESS OTHERWISE NOTED. CONDUITS STA 4+59.91 Q HYD. ASSEMBLY BURY LINE EL. ' z-4969.40 8.0. BURY DEPTH 5' MIN - ARROW BOLT ELE= 4969.24 4970 _ 4970 I - 4960 4960 b 0 SERVICE CONNECTION STA 4+59.93 (TYP) 12"X6" HYD TEE STA 5+36.85 �Ty INV. "�04,4960.93 12" CAP AND BLOWOFF ASSEMBLY WATER MAIN INVERT EL INV, 4966:944959.73 STA 4+67.93 4950 STA 0+29.51 12" GATE VALVE WATER MAIN INVERT EL 12" GATE VALVE 4950 > - CONNECT TO EXT'G 12" WATER MAIN, INV t4969613 4970.12 INV.-969.9r4960.91 � '4 H � POTHOLE AND VERIFY PRIOR TO FINISHED GRADE EL STA 5+02.51 COSTRUCTION. NOTIFY ENGINEER �p IMMEDIATELY IF DISCREPANCY IS FOUND. 1INV. CROSS-1 INV.�F969:2fr 4959.89 4940 4940 M I� O O M NNo ind- <F U7 u) u7 [O O 1� C` yo pq Ori Ori W OOi m OOi m INV//"5. /�F 0+00 1+00 2+00 3+00 4+00 5+00 5+37 b (~ (21 d i o v SOUTH 27TH AVENUE PROFILE HORZ. SCALE: 1" = 50' SHEET VERT. SCALE: 1" = 10' C4,08 GRAN CIELO 30 �zAS-: WATERMAIN BUILTDATOE:E NOVEMBERI 2018 i F N 2 O Hi �N M O SCALE ll I m 12" DI WATER MAIN I I I II III o 35 so I Q SEE SHEET C4.07 T inch= 50 feetIII zz STA 3+09.92 22.5' AND 11.25' BENDS IIIM I 0 t STA 3+61.29 II_ 11.12' LT, 6" DI ' W '2+00 FIRE HYDRANT ASSEMBLY I I I I �- 0+00 wv 1+00- ' - - - - W. WI W 100 W -I-- 00 STA 3+74.45 12" GATE VALVE I I I II II mj \ Ca a STA 0+08.00 F I STA 0ATE+71.50 I I II� e VALVE P•i I p BLOWOFFI ASSEMBLY Z 12" G \ I ,WC 1-1111 IIL __j _STA 0+52.85 STA 7+41.89 li 1 12"X8" TEE 'I \ III FI ' 13LOWOFF ASSEMBLY 12" DI CLASS 51 N STA 0+30.62 WATER MAIN Se I 12"XB"TEE aJ+ •. G � STA 7+LT, 6'STA 3+61.29 ` O16.06' D N DI12"X6" HYD. TEEFIRE HYDRANT ASSEMBLY 12" DI CLASS 51 !y - cJ I I WATER MAIN 6+00 7+00 _ I W W W '+75 DRAWN BY:JPS I ( STA 5+13.20 ♦♦ -- - REVIEWED BY:CGS - I STORM PIPE CROSSING ♦ __ PROJECT ENGINEER:CGB I I I DESIGNED BY: BLB J STA 7+67.00 F I STA 5+88.83 STA 7+01.72 12"X6" HYD. TEE 22.5' AND 11.25' BENDS 12" GATE VALVE STA 7+62.02 I I 12" GATE VALVE STA 7+42.77 I I 12"X8" CROSS 8" CAP AND BLOWOFF ASSEMBLY �Y NOTES: F INV 4939.73 ICI 1. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS �1 WITHIN 10' OF FITTINGS, OR AS SPECIFIED ON PLANS, EXCEPT S 27TH AVENUE PLAN FOR DEAD ENDS LINES. HORZ. SCALE: 1" 50' 2. INSTALL JOINT RESTRAINTS ON ALL JOINTS & FITTINGS WITHIN 30' OF 8" DEAD ENDS AND 40' OF 12" DEAD ENDS. b 3. BACKFILL'& COMPACT TRENCH PER CITY OF BOZEMAN STANDARDS WITH CLEAN NATIVE BACKFILL. Pq 4. MAX DEFLECTION 8" DUCTILE IRON PIPE 5' FULL LENGTH PIPE. k� ° 5. ALL WATER SERVICES ARE 1"TYPE K COPPER, UNLESS OTHERWISE NOTED. V 6. CITY DATUM AT BM 2080 (ELE = 4977.91) USED FOR 4980 4980 Fy Q HYDRANT ARROW BOLT ELEVATIONS. pa 4970 4970 M 4960 FINISHED GRADE STA 3+61.29 4960 EXISTING GRADE HYD. ASSEMBLY STA 7+67.00 BURY LINE INV64950.83 HYD. ASSEMBLY _ 8.0' BURY DEPTH I BURY LINE INV 4 9 4;z.30 4947.11 _ ARROW BOLT ELE= 4950.70 8.0' BURY DEPTH ARROW BOLT ELE= 4946.88 li 4950 4950 STA 0+71.50 12" GATE VALVE 4940 INV 4946.694946.47- STA 3+09.92 4940 STA 0+52.85 12" 22.5'AND 11.25'BENDS N INV�4e 12 4943.35 STA 7+67.00 I -12"X8" TEE 12" DI CLASS STA 7+01.72 12"x6" HYDRANT TEE yyi�pp W INVt946:864946.83 51 WATER MAIN 12" GATE VALVE INV 4939.694938.37 Iy� E" p 4930 STA 0+30.64 STA 3+61.30 4930 n 12"x6" HYDRANT TEE INV ''�394939.20 12"X8" TEE IN STA 5+88.89 STA 7+42.77 STA 7+62.02 > 'r' � INV�47.28 4947.22 4942.80 12" 22.5'AND 11.25'BENDS 12"X8" CROSS 12" GATE VALVE H INV 494�94940.28 _ STA 0+08.00 INV-+93^^ 'r 4938.47 INV-.939.694938.45 �p CAP AND BLOWOFF ASSEMBLY STA 3+74.413 INV�47.61-4947.66 4920 12" GATE VALVE 4920 ® ,� INV 4942.4T 4942.51 0 N FINISHED GRADE WATER MAIN INVERT ® 0 C 4910 4910 U N M N oM t0 oG t0Ilt t0 OD M co n u) a O Ol O Oo W iA M n N n O n a0 M Co m Co Co oo It It It 0+00 1+00 / ^///���aaa 2+00 3+00 4+00 5+00 6+00 7+00 7+75 SHEET S 27TH AVENUE PROFILE C.4"09 HORZ. SCALE: 1" = 50' VERT. SCALE: 1" = 10' GRAN CIELO WATER AMAIN ASB ILT i PROJECT: 17-130 i sL/ a DATE: NOVEMBER 2018i I I -0 W1-1 I I PED. XING W11-2 6' WIDE SIDEWALK 33-1 (2x)' I W PER COB STD Wi6-7P RI-1 I ,y DWGS 02581-1 D3-1 (2x) USE TYPE A XING D3-J(x2) I w W11-2 R1-16.0' BIKE LANE R7-1 w 'Q WHITE THERMOPLASTIC NE SYMBOL R7=1 - — — - . . Graf W16-7� 4" WHITE BIKE L AND AROW RP10.67' DRIVE LANE O 6.0' BIKE LANE a 10.67' DRIVE LANE '� R7-1 � 'Ri-1 R7-1— '13.67' PAINTED MEDIAN — w EPDXY rr R1-3P 13.67' LEFT TURN LANE — . . 4" DOUBLE R2-1 �— . . — . . _10.6T DRIVE LANE YELLOW- — —JERSEY BARRIER - 10.6T DRIVE LANE ��=� � " - — - ' — ' � -Graf�' � Vol60' BIKE LANE 6.0' BIKE IANEw1—s SCALE R7.0, 0 25 50 100 Rg,5 y = TBC TO TBC = } I 8!' WHITE 1.-50' --�65� y GRAFSTREET THERMOPLASTIC g �� N® WHITE THERMOPLASTIC- ----- --- II W11-2 --- ------- _____ 24" YELLOW R2-1 SYMBOL& WORD (TYP)' 1� �` 8" WHITE (TYP)J- - R1_3P J W16-7P THERMOPLASTIC 4" DOUBLE y. YELLOW (TYP) R7-1 24" YELLOW `! ■ ® m O "SHARK TEETH" WHITE THERMOPLASTIC ® m GRAF STREET YIELD LINE (TYP) MIDBLOCK PED. XING THERMOPLASTIC '€ SYMBOL & WORD (TYP) CENTERLINE PER COB STD DWGS 02581-2 (TYp) ® �XR1 -DEAD ENDBARRICADE USE TYPE B XINGOM4-3(X3) AND W1-7 R7-1 W11-2 4" WHITE 24" WHITE 3P I d R3-6R 0 DEAD END BARRICADE Wi6-7P DEAD END BARRICADE THERMOPLASTIC z OM4-3(3) R OM4-3(X3) AND W1-7 EPDXY (STOP BAR) �® LL GI) I GRAF STREET PLAN HORZ. SCALE: 1" = 50' DEAD END I _BARRICADE I DRAWN BY: EWR OM4-3(X3) I NOTES REVIEWED BY:CGB PROJECT ENGINEER:CGB . A V STANDARDS ANDMANNALIN ON DN U MNIRAFFlC CONTROL DEVICES(MU�CD) W5-1 \ I I STANDARDS. � R7-1 DESIGNED BY: BLB I 2.ALL 1RANSVENSE MARKINGS.WORDS,SYMBOLS AND MARKINGS 8'OR LARGER SHALL BE Il THERMOPLASTIC. • \ I I 3.ALL LONGITUDINAL MARKINGS LESS THAN 8'SHALL BE EPDXY. 4" DOUBLE YELLOW 1 F 24.0' \ --- WHITE ` PHASE 1 I SURFACE MOUNT BOUNDARY DEAD END BARRICADE ' II II (DELINEATORS (6) OM4-3 (X3) PHASE 1 II A II I I ' BOUNDARYFIR 11.5' DRIVE LANE I 11.5' DRIVE LANE R2-1R7-1 T L 27THAVE �27th A.. b ' I III I i I jv D3-1 W2x1 P4 27TH AVE PLAN � HORZ. SCALE: 1" = 50' "SHARK TEETH" MIDBLOCK PED. XING PER COB STD DWGS 02581-1 DEAD END YIELD LINE (TYP) USE TYPE A XING DEAD END BARRICADE BARRICADE OM4-3(X3) R1-1 R3-6R OM4-3(X3) WHITE THERMOPLASTIC 6' WIDE SIDEWALK R1-1 W11-2 R3-SL AND Wi-ESL SYMBOL AND WORD (TYP) R2-1 W16-7P 4 R7-1 R3-5L g3N 6' 'BIKE LANE ® 0�a T II s:l 10.67' DRIVE LANE II 13.66' 24" WHITE LEFT TURN LANE THERMOPLASTIC 4" DOUBLE YELLOW x 10.67' DRIVE LANE (STOP BAR) EPDXY 6' BIKE LANE o oo Q` Tn S27THAVE 50 (TYP) 48' — _ — _ _ Go TBC TO TBCIf --------- _ _MIDBLOCK PED. XING s', 20 (TYP WHITE SURFACE P I� o " ...._.. PER COB STD �Sqe N 5 S 27fh Av. MOUNT .o p. S 291h A. DWGS 02581-2 Ntl— I DELINEATORS (14) `V B USE TYPE B XING 7i'R3-SL R2-1 a O i I W5-1 1 ® U Im all m R3-6R 6' WIDE SIDEWALK 0 6 (� I U R7-1 D3-1 (2x) DAI� Rl-1 WHITE THERMOPLASTIC 24" YELLOW BIKE LANE SYMBOL AND 1113-1 (2x) 4" WHITE EPDXY R1-1 I ARROW m R171 THERMOPLASTIC W11-2 I / (TYp) 8" WHITE THEMOPLASTIC Wi6-7P - 8" WHITE THERMOPLASTIC Lj I I 27TH AVE PLAN SHEET HORZ. SCALE: 1" = 50' C5.01 7 GRAN CIELO S&S AS B ILT i PROJECT: 17-130 �J a DATE: NOVEMBER 2018 i I I I [n cn raj II Iljll � � A DEAD END- II I m m 'I BARRICADE I I S S 3¢Q OMMM4-3(X3) II II i I I I O N m m II �� I � I I aNe Aauua9 n�i H I I, �� SCALE II II j I ' �' X 0 25 50 100 II I I v J m II I j v a 1 50, i �O BENNETT BLVI. D I�%..o m ——————— m z m Bennett eNa I I r I i 'D3-1 (2x) III I I I *. CHRIS C. •I W I I l � � I I I I11 ' I I No B1�8 PE` ^O BENNETT BLVD PLAN �EA�E� �S Y HORZ. SCALE: 1" = 50' I I III DEAD END III IIII I I I `1 DRAWN BY: EWR I I BARRICADE I I II IIII OM4-3(X3) III II I _ i i REVIEWED BY:CGB I, II I AND W7-6R I �I PROJECT ENGINEER:CGB II l I II II I I III I DESIGNED BY: BLB . _ . . � ; I� IIII �-�-•: II._-_ J III _ III L � II III i - - L--- -- - - , ALLEY -—--—-- II IIII - . III IIII rAV Nk - - I D3-1 (x2) b D3-1 (x2) N c D3-1 (x2) �! I II IIII I I -•Cielo ry m -- •-—--—- Cielow�'co Cielo I II IIII SCALE 0 25 50 100 II II 1" 50' IIII � III I I I I b �G O ill m Ilil � � ill Ilii a III ll �l� I I I I � II IIII DEAD END OBARt M4R13(3) Il ll I III AND W1-6RDEA END BARRICADE I II I I I C I - OM4-3(X3) L Wi-1R IELOWAY W13-1 Sl � Clelo er x^D3clelo "1 (x2) A D3-1 (x2)co 4 an m l W1-1R Clelow�' b bl E-� W13-1 R7—iR R7-11- I a C7 V D3-1 (x2) O lV O D3-1 x2 R7—iR _ W1-1R Y w leas U nn N RNO 1L W13-1 ••� I b PANMIN6 R7-1R N R7-1L RXIeMM6 T � t � m 00 �qaa j 20 l I TIERRA LANE 20'r— YELLOW CURB PAINT F YELLOW CURB PAINT SBEET I a ... .... < C5 ®2 Maw ( ) _. i - ox D3-1 u,x2 F N -�-' W13�R1 ON HIM I r GRAN CIELO I7-1R rn Tferra , R7—IL i .s&s I I I _ CIELO WAY,ALLEY AND PARK PLAN AS BUILT � DATEE NOVEMBER7 2018 HORZ. SCALE: 1" = 50' ' o SIDEWALK o 0 d � o ROADWAY CURB OF R 18" DIAMOND BLACK PANEL WITH 9 RED m .d _ 24 REFLECTORS, 3" MIN. SIZE - NUMBER OF PANELS Z o AS REQUIRED BY THE DIRECTOR OF PUBLIC 3 0 o PT 4' _ SERVICE u ( ) • • • DOWEL WffH 24" AOK c a EXPANISI 1 - • • • • • • REBAR, 3 INTO B JOINTS ••••• ••••• ••••• OF CURB, 3" CLEAR N C • 24" • • n g00 0000 /'1 '_dTlooeo 2� MAX.occo 2" PERFORATED SQUARE TUBE POST 0 eoeo '�` (TELSPAR OR APPROVED EQUAL) g rn kk 5,o0o MpNDING 5' OR 10' SIDEWALK (TYP.) 48N 5' " MIN. oeo N ROADWAY GRADE J 00000 1:20 MAX. ooeo 24" Min 000 000000_o 0Z m REINFORCE CONCRETE IN RAMPS WIT 0000000.001 rn FIBERMESHAT A RATE IF 1 1/2 lbs./C.Y. 00000 ao 0 OR WITH 6x6x10 GAUGE WIRE MESH SIGN POST r+ SEE PLAN FOUNDATION AS PER Zl � C.O.B. STANDARD 6"THICK DRAWING 09810-1 0" (TYP CONCRETE SURFACE G R = 15' OR AS INDICATED ON PLANS EXPANSION Flow line SIGN BLANKS SHALL BE CONSTRUCTION GRADE ALUMINUM, 0.08 INCH THICK, WITH ENGINEERRAMPS TO BE CONSTRUCTED WITH DETECTABLE WARNING SURFACES COMPLYING WITH ADAAG, GRADE REFLECTIVE SHEETING COVERING THE ENTIRE WIDTH OF THE RAMPS. STORM DRAIN INLETONE CORNER OF THE DETECTABLE WARNING MUST BE (TYPICAL LOCATION)WITHIN 8" OF OUTER FLOW LINE; NO OTHER POINT T�,1C 7�1f1fON THE LEADING EDGE OF THE DETACTABLE WARNING �Z�DE TAIL MAY BE MORE THAN 5' FROM THE FLOW LINE. 12' 5'-0" 12" C6.01 DEAD END BARRICADE � C.O.B. STD. DWG. NO. 09810-2 TOP OF CURB DRAWN BY: BLB TRANSITION TO NORMAL SIDEWAL 1L ELEVATION. DISTANCE VARIES. SIDEWALK FINIS REVIEWED BY:COB NO LIP 9 5" 5' SIDEWALK •.5.5„ NO LIP � RCP ARCH CULVERT PROJECT ENGINEER:COB I 3� FLOW LINE 5.5' 1' MIN. BURIAL DESIGNED BY:BLB I y O VARIES ENDING SECTION B-B EP EP -+ CONCRETE FLARED 4`r 1:12 MAX. 1:20 M SLOPE �SLOPE END SECTION NO SCALE 6 ASPHALT i�i� �� 6" 6" CONCRETE 0AIRIE, 7.5'VARIES CONCRETE / \ �� EXISTING GRADE I ! 1 6" TO 12" DIA. STANDARD / COMPACTEDRIPRAP AT OUTLET 6 CURB SECTION SIDEWALKELANDING BASE ROCKGRAVEL BASE (TYP.)SECTION A-ANO SCALE COMPACTED SECTION C-C 7" M-INFO SUBGRADE CONCRETE, REINFORCED ��qq NO SCALE WITH #4 BARS ON NOTES: 2 GRID x2 4 DETAIL CONSTRUCTION NOTES: C6.ol ARCH CULVERT ELEVATION pq 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 N.T.S. �l 2. RAMP AND CURB CAN BE POURED MONOLITHICALLY. TO BE PLACED ON APPROVED SUBGRADE AND BASE ROCK. I� 3. STORM DRAIN INLETS SHALL BE CONSTRUCTED "UPSTREAM" OF RAMPS. ALTERNATIVE LOCATIONS PERMITTED ONLY UPON CITY ENGINEER'S APPROVAL. 2. CONTRACTION JOINTS SHALL BE PLACED AT 10' 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. DETAIL lTT 3.ASPHALT PAVEMENT SHALL BE PLACED TO ENSURE NO PONDING ADJACENT TO CONCRETE SWALE. PEDESTRIAN RAMP P� COB DETAIL NO. 02529-8 �DETAIL c6.o1 CONCRETE VALLEY GUTTER NTS yP4ypp CAST IRON TACTILE SURFACE (TYP.) / 1 24,. + r .5' DEPRESS CURB TO THIS LINE 2" FOR CURB DROP- / 1/2" PER 1' SLOPE 4"TOPS01 d 3"R SPILL CURB �i 18" 18"I---• �(TYP-) 4 R CATCH CURB 4.5" 3 4"TO i' L PE VARIES I t 5 _ 6' VARIES 6' ��j 1 , d , - _a_.e- a 7.5" 4" THICK P.C.C. FOR 5' WIDE SIDEWALKS WINGS �tV o,4A 'a"d "- 6" THICK P.C.C. FOR 6' & 10' WIDE SIDEWALKS WINGS ADJACENT TO CONCRETE SURFACE ARE 6' � F I - - d. '� a a-0-0-0-0 0 0 0 .p I� p O O O o 0 0 0 0 0 0 0 CRUSHED GRAVEL BASE - 3" MIN. '� 00 el" 0 0 0 o 0 0 0000000 0 0 0 0 0 0 0 0 0 000 00000 0 0 0 0 0 0000000000000000000000000000000 'or 3" COMPACTED CRUSHED VARIES IT A :.c ROCK BASE _ 7 SUB-BASE COURSE AS REQUIRED IDII IDIDIDIDIDIDIDIDIDID-1Ti- COMPACTED SUBGRADE V� :0 Lli ID-ID ID-!Il III ILll-1-III- NO LIP P�Da -mijm m_mmm_mm- -m- �1 C) COMPACTED SUBGRADE NOTES, " MIN. 3" OF 1" CRUSHED ROCK BASE 1. �j o N 9 NOTES, 1. CONCRETE DEPTH FOR STD. SIDEWALKS SHALL BE 4" MIN. SECTION THROUGH RAMP . 2 ® y 0 00 b 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 U to N W AT ALL P.C.S., P.T.S., CURB RETURNS GRADING PLAN RNS AND AT NOT . MAXIMUM CROSS SLOPE - 2% MORE THAN 300' INTERVALS. THE EXPANSION 3. SHALL CONCRETE.SHALL BE PSI ® 28 DAYS. b F 2.SUBGRADE OR BASE COURSE COMPACTION SHALL 4. CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS EQUIVALENT TO THE NOTES: CONFORM TO SECTION 02234 (MPWSS) MATERIAL SHALL EXTEND THROUGH THE FULL DEPTH OF THE CURB AND GUTTER. WIDTH. 1. TRUNCATED DOME PANELS PER CITY OF BOZEMAN STDS 3.CRUSHED BASE SHALL MEET THE REQUIREMENTS OF 5. EXPANSION JOINT.MATERIAL SHALL BE PLACED AT 50' INTERVALS AND AS 2. ALL RAMPS AND ACCESS WAYS SHALL CONFORM TO THE 6 NO CURB AND GUTTER SHALL BE PLACED WITHOUT SHOWN ON ADDITIONAL DETAILS. AMERICANS WITH DISABILITIES ACT (ADA). . SECTION 02235 (MPWSS) A FINAL FORM INSPECTION BY THE CITY ENGINEER 4.CONTRACTION JOINTS SHALL BE PLACED AT 10' OR HIS REPRESENTATIVE. \ DETAIL Y1f DETAIL s INTERVALS AND SHALL HAVE A MINIMUM DEPTH OF � \DE JL AI Ld 7 1LJlL%JL AIL 8 SHEET 3/4"AND MINIMUM WIDTH OF 1/8 C6p1 C6.01 CONCRETE SIDEWALK ADA ACCESSIBLE RAMP C6"01 N.T.S. N.T.S. GRAN CIELO (_5'�DETAIL CIVIL DETAILS csol INTEGRAL CONCRETE,CURB&GUTTER C.O.B. STD. DWG. NO. 02528-1 - 0 �S B T1ILQ i PROJECT:17-130 EMBER JL a DATE:NOVEMBER 2018 O STEEL POST MARKER GREEN STEEL POST ¢00 PAINTED BLUE AT END OF SERVICE 0 LOCATION OF CURB BOX OR AS SHOWN ON PLAN m PROPERTY 3 a LINE OR EASEMENT 8' MAX LINE o 3' MIN. NO COUPLNGS OR OTHER JOINTS ALLOWED ON STREET SURFACE 4' SERVICE PIPE FROM CORP. STOP TO CURB STOP CURB BOX TO BACK OF CURB RESTORE FOR 3/4"AND 1" SERVICES. STRAIGHT COPPER 6.5' MIN. PROVIDE 5' GROUND TO GROUND SURFACE NEW HYDRANT, PIPE SHALL BE USED FOR 1 1/2" AND 2" CO ER STATIONARY ORIGINAL INSTALL PLUMB WITH PUMPER MUELLER SUPER SERVICES 8' ROD IN ALL CURB CONDITION NOZZLE FACING STREEf� CENTURION 250 TAP BY BOXES EASEMENT ., \�.Y�\ \ \i Y\\\\l\✓�\i��\::��L\L:\��%L�\���" 0 ELEVATIONS AS SHOWN MIN. 4'- 0" CLEAR ALL AROUND \\�// COMPACTED BACKFILL 2.5 > ON PLANS OR 0.2'- (TREES, HEDGES, BUSHES, ETC.) SEE-DETAII. CURIB STO (SEE SPECS.) ABOVE TOP OF CURB GRADE 0. BELOW I F ADJUSTABLE SCREW TYPE VALVE BOX WATER MAIN BASE MATERIAL II'� VARIES GROUND LIN WITH bbb LID (TYPICAL EXCEPT IN SPECIAL I CORPORATION STOP SELECT MATERIAL CIRCUMSTANCES WHERE CITY HAS v� UNDISTURBED DETAIL OF A ;jii/Z/i /i1-,"rp�El' ILL AREA,(/ / APPROVED ALTERNATE LOCATIONS) EARTH PROPERLY INSTALLEDj ERVICE PIPE z = 6.5' MIN. CORPORATION STOP. -%jj% :i��i �ii//i//�//��ii�i%j%j SIZE PER PLAN CO ER TAP MAIN AT A\ I.CONCRET - SPRINGLINE. E y//ir�/r / 7i THRUST a,� \\\�`�\ < '\ \\\\\\\\\ TRENCH BOTTOM - WOOD2 N TO MAIN LINE k r� � \\\ \�\) \\�\\\\\�\ v\� SERVICE LINE. SLOPE = 1/4" MARKER ' w GENERAL '�`%\ PER FOOT MIN., 1/2" PER FOOT i oaxe Pe NOTES: 45' ELBOW MAX. n JOINT AS REQUIRED FOR 1. WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER PIPE SPECIFIED MEASURED FROM THE EXISTING GROUND SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM CENTER LINE STREET GRADE WHEN SERVICE LINES ARE °J LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SANITARY SEWER MAIN \ MIN. 1/2 CUBIC YARD WASHED EW 6" AUXILIARY GATE VALVE SHALL HAVE A MAXIMUM 7 1/2 FOOT COVER AT CURB STOP. DRAWN BY: BLB GRAVEL LANGE JOINT 2. WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED. REVIEWED BY:CGB 3. BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE. IN LINE WYE FITTING FOR LUG PROJECT ENGINEER:CGB -MEGA-LUG OR APPROVED EQUAL JOINT RESTRAINTS MAY BE USED IN LIEU OF CONCRETE THRUST BLOCK 4. INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN NEW INSTALLATIONS. OFF-POSITION. SADDLE FITTINGS ALLOWED DESIGNED BY:BLB FOR EXISTING INSTALLATIONS SERVICE INVERT NO ONLY UPON APPROVAL OF LOWER THAN SPRING CITY OF BOZEMAN SEWER LINE OF SEWER MAIN DEPARTMENT. gg FOR WYE FITTINGS. 1 DETAIL 2 DETAIL 3 DETAIL Z b cboz FIRE HYDRANT cboz WATER SERVICE LINE �•oz SANITARY SEWER SERVICE LINE C.O.B STD. DWG. NO. 02660-4 C.O.B. STD. DWG. NO. 02660-6 C.O.B. STD DWG 02730-2 c cn JAS BUILT In NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT fir"��/T�l� �<T`�/��/"r�� AINE IS LESS THAN ND GUTTER SECTION. FROM EDGE OF EXISTING PAVEMENT OR CURB ' .�� �MI/,/001R'�i"\�i,\/`.i o a. o REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH( hilt _ �! I'. DRILL A 3�6" HOLE THE ® � � AND EDGE OF PAVEMENT. TOP/OF THEMVALVE +_ b � a > B KNOT BOX U \ EXISTING 1' WATER BOX 4y�1 e TOP SECTION p e� PAVEMENT err%V BL a SURFACE 12„ CURB BOX FINISH GRADE p4y A MIN GROUND SURFACE MIN WI COIL ENOUGH RE rr' P BEND REDUCER -W- - t g� TO EXTEND ND UNDISTURBED EARTH M MIN ABOVE GROUND t - -I- MUELLER SLOPING, BENCHING OR H STRAIGHT SUPPORT SYSTEMS IN THIS STRRAIGHT COUPLING AREA TO CONFORM TO O.S.H.A.* WITH GALVANIZED TYPE "A","B",°C" REGULATIONS OR BRASS CAP TRENCH BACKFILL 12" MINIMUM 1"- MINUS COMPACTED 65' CRUSHED ROCK. PLACED AND COMPACTED PER CITY OF BOZEMAN SIDS. MIN SPIRAL TRACE VALVE BOX 6"-MINUS PIT RUN. PLACED AND �-� WIRE UP ON THE...-" COMPACTED PER CITY OF BOZEMAN STDS.. OUTSIDE OF THE _ COPPER VALVE BOX 6 INSTALL DETECTABLE WARNING TAPE 1/4 BEND SERVICE �I eq 18" DEPTH COMPRESSION LINE IF�d w SELECT TYPE I BEDDING MATERIAL PLACED COUPLING oty (z, TEE TEE (Plugged) 4 IN 6" LAYERS AND COMPACTED THOROUGHLY WATER MAIN �1 AS SPECIFIED IN SECTION 02221. - STANDARD DIMENSIONS FOR THRUST BLOCKING \�\\\�\\\TEES 45' BEND REDUCERS& FRYING &PLUGS s0' BEND &WYES 22Xz' BEND TYPE II PIPE BEDDING WHERE 1T`\ PROVIDE)6' DIAMETER CONNECT SIZE TRENCH WIDTH=O.D. REQUIRED FOR SOFT OR `CURB STOP DRAIN HOLE. BACK WITH DIRECT A B A B A B A B OF PIPE PLUS 2' SUBSTABLE FOUNDATION. 2" COPPER SERVICE LINE FILL WITH WASHED BURY LUG d' o ® + fy MIN. TRENCH WIDTH=3.5' ROCK f ,� y� � CORPORATION STOP 1 ++ 5\'r,—VALVE 12" 4'-o'a'-to a'-e^ a'-a^ 3'-a^ 3'-a^ z'-�° 2'-a' INSTALL TAPPED BLIND FLANGE i 6rrv1 '�'yr', *SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION W/ 2" ORIFICE, FLANGED END i11 e _ NOTES: ADAPTOR AND CORP STOP --, ,1 �I 11 1. THESE TABLES ARE BASED ON 150 PSI MAIN � vim,._- 9 b f� PRESSURE.& 2000 PSF SOIL BEARING PRESSURE. f �I 11 in 2. WRAP ALL FITTINGS WITH POLYETHYLENE, IF �`"` oe� 00 REQ'D BY CITY OF BOZEMAN. �4 g - - - s SHEET C6.®2 4 DETAIL 5 DETAIL 6 DETAIL 7 DETAIL GRAN CIELO ce.oz THRUST BLOCKING FOR WATER MAIN FITTINGS c6.oz TYPICAL UTILITY TRENCH DETAIL c-02 TYPICAL BLOWOFF a.oz VALVE RISER TRACER WIRE FROM C.O.B. STD. DWG. NO 02660-1 C.O.B. STD. DWG NO. 02221-1 -CIVIL DETAILS C.O.B. STD. DWG N0. 02660-7 � R PROJECT:17-130 DATE:NOVEMBER 2018 i (n W� r N INLET CASTING STANDARD Z o N D&L 1-3517 CASTING & COVER FRAME AND COVER TO BE EITHER D & L A-1172 WITH 1" COVER, MCI 305 FRAME AND COVER TO BE EITHER D&L A-1172 WITH 1" COVER, MCI 305 FRAME, o OR APPROVED EQUAL COVERS SHSALL COVER, TWO IF 1� PICK HOLES. m.-S. 772-B COVER OR DEFTER 1025. N 772 FRAME, � 305A COVER, OR IFCO 772 FRAME, 772-B COVER, OR DEFTER 1025. F z COVERS SHALL HAVE TWO 1" PICK HOLES. m 5/8" SMOOTH ROD CENTERED IN FLAT SLAB COVER OPENING __-__ -+ NOTE: a ADJUSTABLE RINGS, a N ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & Of ADJUSTING RINGS 2" MIN., 12" MAX. - ------- + TOP SECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BE AS REQUIRED ------- ° NOTE: ALL JOINTS BETWEEN MANHOLE SECTIONS, WATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR EQUAL p MANHOLE RING & TOP SECTION, AND AROUND FOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE WALL. SEWER PIPE INTO MANHOLE SHALL BE WATER- 24" OR� TIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" r%T _ OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN 5� o ci A 27" OPENING SEWER PIPE AND MANHOLE WALL. 2-0 0 PRECAST REINFORCED CONCRETE MANHOLE RISER N o �I 5 AND ECCENTRIC CONE TOP MANUFACTURED IN 24" ACCORDANCE WITH ASTM DESIGNATION C-478. v 3 MANHOLE STEPS AT MANHOLE STEPS AT 5 N (L 16" CENTERS PRECAST REINFORCED CONCRETE MANHOLE RISER 16" CENTERS DO GROUT INVERT TO SPRINGLINE o F= O AND COVER MANUFACTURED IN ACCORDANCE OF PIPE IF GAP BETWEEN w 0 r WITH ASTM DESIGNATION C-478. PIPE AND CHANNEL IS Z U) All GREATER THAN 1/8". z J Z cy w F 4'-0" PRE-CAST CHANNEL BLOCK OUT FOR o_ m a w (MIN.) FLOWLINE PIPING. SEE GRADING PLAN FOR ¢ ¢ o AS REQUIRED ¢ G ACTUAL PIPE > QSHELF—SLOPE 1"PERLOCATIONS C7 > 12" MAX. (TYPICAL F00T TOWARDCHANNELZZ FOR POURED— SEE CHANNEL DETAIL a CUTOUTS AS REQUIREDIN—PLACE BASo N FLEXIBLE GASKETEDJOINT (TYPICAL 18" SUMP m 4 FOR PRECAST BASES - SEE DETAIL) So A Ow DRAWN BY: BLB of 0 CHANNEL=DIA OF PIPE REVIEWED BY:CGS a w °a PRECAST OR POURED-IN-PLACE BASE. PROJECT ENGINEER:CGB N A POURED-IN-PLACE BASE, MINIMUM .A PRECAST OR POURED-IN-PLACE BASE. _6" 6" BASE CONCRETE THICKNESS BELOW PIPE IS POURED-IN-PLACE BASE, MINIMUM DESIGNED BY:BLB CHANNEL = DIA. OF PIPE 8 INCHES. PRECAST BASE, MINIMUM '4 BARS - 1'-O" O.C. CONCRETE THICKNESS BELOW PIPE IS THICKNESS IS 6 INCHES. 5'-4" DIA. 8 INCHES. PRECAST BASE, MINIMUM I DETAIL (MIN) THICKNESS IS 6 INCHES. ALL BASES c6.01 STANDARD CURB INLET A REINFORCED AS SHOWN. N.T.S. RADIUS OF RADIUS OF�J MANHOLE SLOPE AT 1" PER FOOT. MANHOLE SLOPE AT 1*PER FOOT, CHANNEL TO FULL CHANNEL To Fu`L` PIPE DEPTH NOTE: k� PIPE DEPTH. y STORM DRAIN MANHOLES SHALL NOT HAVE GRATE: HOT DIPPED GALV. BOTTOM SLAB AND WALLS ARE MONOLITHIC �` a FORMED CHANNELS AND THE LOWEST PIPE f� b 2' X 3/8" STEEL FLAT BAR BUILT TO ASTM C-478 SPECIFICATION o a I INVERT SHALL BE 9 HIGHER THAN BOTTOM OF ® 4" O.C. W/ 3" X 2" X 1/4" ALL LIFTING EYES IN EACH SECTION MUST BE NOTE: STORM DRAIN MANHOLES SHALL T� MANHOLE. DIA. OF S ANGLE AND STAINLESS ANCHORS. USED OVERSIZED OPENINGS FOR PIPE - O.D. + ER PIPE NOT HAVE FORMED CHANNELS AND THE _ 2"CONTRACTOR TO GROUT ANNULAR SPACE LOWEST PIPE INVERT SHALL BE 9" HIGHER w SEE C.O.B. TD � GO FOR FLAT TOP MANHOLE .0.8. . I� REINFORCEMENT #4 REBAR 0 12" CENTER TO THAN BOTTOM OF MANHOLE. DWG. NO 02720-4 CENTER EACH WAY AND CENTERED IN WALL SECTION A—A CONTRACTOR TO TRIM PIPE ENDS TO MATCH INSIDE OF STRUCTURE 3 DETAILSECTION A—A STANDARD STORM DRAIN MANHOLE 4 DETAIL C6.04 a- N.T.S. C6•�' SANITARY SEWER MANHOLE ;4 12" - C.O.B. STD. DWG. NO 02720-3 ELEV. M k� 30" PVC SEE PLANS 6"WALL SSMH #3 AND #6 NON SHRINK GROUT NON SHRINK GROUT SOUTH —I+T - 1 4-4— NORTH INV.IN ELEV. 8" PVC STUB SEE PLANS 30" DIA. a FOR WITH FUTURE PVC CONNECTION 1$" - PHASE I SEWER FLOW SOUTH INV. IN NORTH INV. OUT a e FLOOR ELEV. TOP VIEW° EAST INV. OUT ~� N ° 6" SLAB SEE PLANS PLAN SECTION SIDE VIEW00 vs 2 DETAIL y ce.D4 36"s48"INLET/OUTLET STRUCTURE N WITH FABRICATED STEEL GALVANIZED GRATE,NTS y �� SSMH #9 I� ® fV N.T.S. g NON SHRINK GROUT00 ® 0 NON SHRINK GROUT 71 " 6" TOPSOIL AND SEED + I 1— NORTH ROUND GRADE BREAKS 8" PVC sru6 WITH CAP. GO FOR FUTURE 6" FREEBOARD 4 MAX. SLOPE 1 4 w CONNECTION PHASE I SEWER F NORTH INV. OUT 3 1 LOW SHEET C6.04 18" MAX DEPTH w WEST INV. OUT EAST INV. IN IXIAIAIXIX PLAN 6 DETAIL SECTION n GRAN CIELO 5 DETAIL c6.oa NON-TYPICAL SEWER MANHOLE �� ����� CIVIL DETAILS �•04 RETENTIION BASIN CROSS SECTION N.T.S. � PROJECT:17-130 N.T.S. DATE:NOVEMBER 2018 VARIES i