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HomeMy WebLinkAboutBaxter Meadows Phase 1 - Roadway Plans yeA Bozeman.Montana l�eisa�#t Meadows - Phase FAWWS Baxter r Sewe and Water Infrastructure Roadwa , Sanita yy 90 v Baxter Meadows Developme t Dan Pr ject Lo ation Bozeman, Montana .._.._.._.. a ff - Bazter an :_...J _.._. al DAN UNrUN DIACXR YLL ra Or_.. nATKAD ME DDaVaT I m ' `_~..�••�.\y\ z I 1 POWEM ueERn E Oak .._.._.._,:-,.._.._. _ i_.._.._.._.._.._.._..__._.J LA ALLEY WCMID a _•.�• J t BAIeWB TETDX C 1 fW PXLLH NeCe1E to £ pAWReI FFRBUS _ I UNIONX DWM PETRYEur Durston Rd. NEWYWOULA L MONTH PRNYE _.._..�._.__._ 11 YEWN Y LIOU RDG®UD BDLD II e m Project Location MN VALLEY "EA NO FALLD u N uU JWFEN x Bozeman, 1 MT 11 LOW W R BRO wGAUATIX DUSTERU LL k Bozeman B z UWATER e z SWAT raRrfR BERVERNFAD PARK so HORN �y P°W°RI RNER 3 s YW � wo I _ L-A CITY OF BOZEMAN APPROVED FOR ONE YEAR FROM THIS DATE These plans and specification have been reviewed by the City of Bozeman and are hereby approved. This approval does not imply any specific warranty of the prof design by the City of Bozeman.All engineering design details and construction operations performance are the responsibility =ngin= OT Datee Engineer ART PE Designed By: Ryan Mitchell, El ,�/� �, Set Number F GARY M) q Jerem Perlinski, El 9 Y Prepared By: Checked By: Gary Swanson, PE Drawn By: Ryan Mitchell El I , ` QA/QC Approval: Keith Jensen, PE s Robert Peccia & Associates Helena Montana Jeremy Perlinski, El �'4SSOC�p�+t. W a 0 C a SHEET INDEX GENERAL NOTES: r m 1. THE CONTRACTOR SHALL NOTIFY ALL U ILITY COMPANIES IN WRITING AND SHALL BE RESPONSIBLE FOR SECURING Z THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. TITLE SHEET NO. PAGE NO. W 2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE CITY OF BOZEMAN'S (COB) WATER SUPPLY SHALL BE OPERATED BY COB PERSONNEL ONLY. SHEET INDEX AND GENERAL NOTES G-1 I ABBREVIATIONS G-2 2 3. UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE DRAWINGS, ALL CONSTRUCTION WILL CONFORM TO MPWSS, 4TH EDITION, N CONTROL TRAVERSE AND CONTROL POINT COORDINATES G-3 3 AND COB MODIFICATION TO MPWSS. IN ASE OF DISCREPANCIES BETWEEN THESE DOCUMENTS THE ORDER OF PRECEDENCE SHALL BE FOLLOWED AS OUTLINED IN T E SPECIAL PROVISIONS. CIVIL SECTION I - ROADWAYS PROPOSED ROADWAY PLAN AND COORDINATE TABLE CI-I 4 4. THE CONTRACTOR SHALL NOTIFY THE W TER DEPARTMENT A MINIMUM OF 24-HOURS PRIOR TO BEGINNING ANY WATER RELATED o Z o TYPICAL PAVEMENT SECTIONS C1-2 THRU Cl-! 5 THRU 8 WORK. o BAXTER LANE PLAN AND PROFILE CI-6 THRU CI- 9 THRU II w o w BOSAL STREET PLAN AND PROFILE C1-9 12 5. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING CONNECTIONS WELL IN ADVANCE OF MAKING THE CONNECTION. d a = ¢o o a m W DEADMAN' S GULCH PLAN AND PROFILE C1-10 THRU Cl- 12 13 THRU 15 EQUESTRIAN LANE PLAN AND PROFILE CI-13 THRU Cl- 14 16 THRU 17 6. STORM DRAINAGE PLANS, INCLUDING ST RM DRAINAGE INLETS, PIPES, MANHOLES, AND DETENTION BASINS, ARE BEING w FERGUSON AVENUE PLAN AND PROFILE CI-15 THRU CI 17 18 THRU 20 PRODUCED BY OTHERS. ° J r 2 r GALLATIN GREEN PLAN AND PROFILE CI-18 THRU Cl- 19 21 THRU 22 w m z m LASSO AVENUE PLAN AND PROFILE CI-20 23 7. CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL WITH THE OWNER AND ADJACENT LANDOWNERS TO ENSURE z ~rm ^o z W EAST ALLEY PLAN AND PROFILE CI-21 24 CONTAINMENT OF LIVESTOCK. ' 3 0 Q W MIDDLE ALLEY PLAN AND PROFILE CI-21 24 WEST ALLEY PLAN AND PROFILE C1-22 25 8. ALL DRIVEWAY APPROACHES WILL BE LO ATED AND MARKED IN THE FIELD BY THE OWNER. CONTRACTOR SHALL CONTACT SOUTH ALLEY PLAN AND PROFILE C1-22 25 OWNER PRIOR TO POURING ANY CONCRET CURB AND GUTTER TO COORDINATE THIS ITEM. INTERSECTION DETAIL BAXTER LANE & GALLATIN GREEN C1-23 26 � INTERSECTION DETAIL BOSAL STREET & LASSO AVENUE CI-23 26 9. SITE GRADING PLAN IS BEING PRODUCED BY OTHERS. INTERSECTION DETAIL BOSAL STREET & FERGUSON AVENUE CI-24 27 INTERSECTION DETAIL BOSAL STREET & GALLATIN GREEN CI-24 27 10. STREET LIGHTING PLANS ARE BEING PRODUCED BY OTHERS. INTERSECTION DETAIL EQUESTRIAN LANE & LASSO AVENUE C1-25 28 INTERSECTION DETAIL EQUESTRIAN LANE & FERGUSON AVENUE CI-26 29 11. LANDSCAPING PLANS ARE BEING PRODUCED BY OTHERS. INTERSECTION DETAIL EQUESTRIAN LANE & GALLATIN GREEN C1-26 29 ROUNDABOUT DETAILS C1-27 THRU CI 31 30 THRU 34 12. STREET NAME SIGNS SHALL BE INSTALLED PER CITY OF BOZEMAN STANDARDS AT LOCATIONS AS SHOWN IN THESE PLANS. GENERAL DETAILS CI-32 THRU CI 33 35 THRU 36 CONTRACTOR SHALL VERIFY STREET NAMES WITH THE OWNER AND CITY OF BOZEMAN PRIOR TO ORDERING SIGNS. SIGNING AND STRIPING PLANS CI-34 THRU C1 37 37 THRU 40 SIGNING AND STRIPING DETAILS CI-38 THRU CI 39 41 THRU 42 13. UTILITIES ARE TO BE REMOVED OR RELOCATED BY THE UTILITY COMPANIES IN CONJUCTION WITH THE CONSTRUCTION OF THE INFRASTRUCTURE SHOWN IN THESE PLANS. THE OWNER HAS NOTIFIED UTILITY COMPANIES AND IS WORKING WITH N CIVIL SECTION 2 - SANITARY SEWER THEM TO ENSURE THAT NEW UTILITIES IIILL NOT CONFLICT WITH THE INFRASTRUCTURE SHOWN IN THESE PLANS. PROPOSED SANITARY SEWER PLAN C2-1 43 14. THE CONTRACTOR SHALL INSTALL CONCRETE THRUST BLOCKS, PER SPECIFICATIONS, AT ALL WATER LINE FITTINGS, VALVES O Z _ BAXTER LANE PLAN AND PROFILE C2-2 44 AND FIRE HYDRANTS. < O BOSAL`STREET PLAN AND PROFILE C2-3 45 W _N W DEADMAN'S GULCH PLAN AND PROFILE C2-4 THRU C2-5 46 THRU 48 N 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS REQUIRED FOR THEIR CONSTRUCTION ACTIVITIES. EQUESTRIAN LANE PLAN AND PROFILE C2-6 THRU C2-T 49 THRU 50 _ FERGUSON AVENUE PLAN AND PROFILE C2-8 THRU C2- 0 51 THRU 53 16. ALL EXISTING CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CM GREEN PLAN AND PROFILE C2-11 THRU C2 13 54 THRU 56 CONDITION, UNLESS THEY ARE BEING REPLACED OR RELOCATED. N LASSO AVENUE PLAN AND PROFILE C2-14 57 w x SEWER SERVICE TABLE C2-15 58 17. CONTRACTOR TO ENSURE THAT A MINIMU OF 10 FEET (FROM OUTSIDE WALL TO OUTSIDE WALL) OF CLEARANCE IS TO BE ~ Q MAINTAINED HORIZONTALLY BETWEEN ALL WATER AND SEWER/STORM MAINS. CONTRACTOR ALSO TO ENSURE THAT 18" OF CIVIL SECTION 3 - WATER VERTICAL CLEARANCE IS MAINTAINED BETWEEN WATER AND SEWER/STORM MAINS THAT CROSS. w PROPOSED WATER PLAN C3-1 58 O BAXTER LANE PLAN AND PROFILE C3-2 THRU C3- 59 THRU 60 18. CONTRACTOR SHALL COORDINATE WITH T E PROJECT ENGINEER PRIOR TO REMOVING ANY OBSTACLE (FENCES, SIGNS, a BOSAL STREET PLAN AND PROFILE C3-4 61 GATES, ETC. ) THAT INTERFERE WITH C NSTRUCTION. DEADMAN'S GULCH PLAN AND PROFILE C3-5 THRU C3- 62 THRU 64 EQUESTRIAN LANE PLAN AND PROFILE C3-8 THRU C3- 1 65 THRU 66 FERGUSON AVENUE PLAN AND PROFILE C3-10 THRU C3 12 67 THRU 69 GALLATIN GREEN PLAN AND PROFILE C3-13 70 LASSO AVE^Wf1E PLAN AND PROFILE C3-14 71 X W WATER SERVICE AND HYDRANT TABLES C3-15 72 CONTACTS: Z LU O OWNER DESIGN ENGINEER PROJECT ENGINEER W Z w = Baxter Meadows Development Ro*t Peccia & Associates Allied Engineering Services, Inc. 4598 East Baxter 8251 Custer Avenue 32 Discovery Drive W Bozeman, MT 59719 Helena, MT 59601 Bozeman, MT 59718 N (406) 582-7523 (406) 447-5000 (406) 582-0221 SHEET G-1 ##OF## G ABBREVIATIONS ABBREVIATIONS (CON'T� STANDARD ANGLE OF DEFLECTION MAX MAXIMUM AT MC MECHANICAL COUPLING a RPA FORMAT AA ALL AROUND MCC MOTOR CONTROL CENTER > AB ANCHOR BOLT, AGGREGATE BASE MDT MONTANA DEPARTMENT OF TRANSPORTATION ° AC ASBESTOS CEMENT MECH MECHANICAL AFF ABOVE FINISHED FLOOR MFR MANUFACTURER SECTION AH AHEAD MG MILLION GALLONS NUMBER AL ALUMINUM MGD MILLION GALLONS PER DAY z ANC ANCHOR MH MANHOLE o LETTER DWG NO WITHIN ANSI AMERICAN NATIONAL STANDARDS INSTITUTE MIN MINIMUM, MINUTE > DESIGNATION DISCIPLINE GROUP APPROX APPROXIMATELY MJ MECHANICAL JOINT FOR DISCIPLINE ARV AIR RELEASE VALVE MO MASONRY OPENING GROUP X X — X TOTAL NUMBER AVE AVENUE MPW MONTANA PUBLIC WORKS SPECIFICATIONS MTL MATERIAL XX OF XX OF DRAWINGS BF BLIND FLANGE MSNRY MASONRY BFF BELOW FINISH FLOOR MWS MAXIMUM WATER SURFACE BFV BUTTERFLY VALVE DRAWING BK BACK N NORTH NO. BLOC BLDG BUILDING NEC NATIONAL ELECTRIC CODE CONSECUTIVE NUMBER BM BENCHMARK NH FIRE HOSE o z SEQUENCE FOR ENTIRE N. I.C. NOT IN CONTRACT o BV BALL VALVE z o SET OF DRAWINGS N0. NUMBER IN o I.E. 1,2,3,4,5 ETC. C CEMENT, CHANNEL NPT NATIONAL PIPE THREAD CARV COMBINATION AIR RELEASE VALVE d a a o o a m LL CATV CABLE TELEVISION OC ON CENTER CI CAST IRON OF OUTSIDE FACE, OVERFLOW CIP CAST IRON PIPE PC POINT OF CURVATURE (L CAST IRON SOIL PIPE a PDR PUMPED DRAIN m CL CENTERLINE x z'm CMP CORRUGATED METAL PIPE PE PLAIN END, POLYETHYLENE _ v"'m vw o DETAIL AND SECTION CALLOUT CMU CONCRETE MASONRY UNIT PI POINT OF INTERSECTION z z w y CO CLEANOUT PL PLATE (STEEL), PROPERTY LINE N o a w CONC CONCRETE PROP PROPERTY CPLG COUPLING PS PUMP STATION ON DWG WHERE SECTION SECTION LETTER OR CSP CORRUGATED STEEL PIPE PSI POUNDS PER SQUARE INCH OR DETAIL IS TAKEN: DETAIL NUMBER CTD CENTERED PSIG POUNDS PER SQUARE INCH, GAUGE DWG NO. WHERE SHOWN CU CUBIC, COPPER PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE PLASTIC € A CV CHECK VALVE PRV PRESSURE RELIEF VALVE y XX-X DC DEGREE OF CURVATURE 0 FLOW DH DRILL HOLE (SOIL BORING) DI DUCTILE IRON DIA DIAMETER R RADIUS ON DWG VkIERE SECTION DIMJ DUCTILE IRON MECHANICAL JOINT RCP REINFORCED CONCRETE PIPE OR DETAIL IS SHOWN: DIP DUCTILE IRON PIPE RDCR REDUCER DWG N0. IL IS TAKEN DR DRAIN, DRIVE R/W RIGHT OF WAY DRR PUMP DRAIN RETURN RT RIGHT DWG DRAWING S SOUTH, SAND COB (CITY OF BOZEMAN MODIFICATIONS SA SAMPLE TO MPWSS - 4TH EDITION) E EAST, EXTERNAL CURVE DISTANCE SCH SCHEDULE N OR EA EACH 3 C 0 B MPW (MONTANA PUBLIC WORKS STANDARD ELEV ELEVATION SD STORM DRAINEW EACH WAY SEB SMALL END BELL SPECIFICATIONS - 4TH EDITION) EXC EXCAVATE SECT SECTION O Z 02503-1 EXST EXISTING SIM SIMILAR 0 _O SLP SLOPE Q N_ W FAB FABRICATION SPD SUMP PUMP DRAIN W N FC FLEXIBLE COUPLING SOFT SQUARE FEET :::E Q DWG NC. WHO SHOWN FCA FLANGED COUPLING ADAPTOR SS SANITARY SEWER, STAINLESS STEEL _ FCO FLOOR CLEAN OUT ST SOILS TEST HOLE, STREET ce m CL FD FLOOR DRAIN STA STATION W D FDN FOUNDATION STD STANDARD to STL STEEL, STEEL PIPE FETS FLARED END TERMINAL SECTION � DRAWING FG FINISH GRADE T TELEPHONE, TANGENT DISTANCE (CURVE) ~ m FH FIRE HYDRANT TBM TEMPORARY BENCH MARK FL FLANGE TBC TOP BACK OF CURB w IDENTIFICATION SYSTEMFl-R FLOOR FILL FLOW LINE TDH TOTAL DYNAMIC HEAD o FOC FACE OF CONCRETE TEMP TEMPERATURE FT FOOT, FEET THD THREAD FTG FOOTING TP TEST PIT LET'=R DISCIPLINE TS TECHNICAL SPECIFICATION G GAS TW TOP OF WALL GA GAUGE TYP TYPICAL C CIVIL GALV GALVANIZED UBC UNIFORM BUILDING CODE N E ELECTRICAL GPM GALLONS PER MINUTE UPC UNIFORM PLUMBING CODE Z G _ GENERAL GSP GALVANIZED STEEL PIPE UG UNDERGROUND M MECHANICAL GV GATE VALVE O S STRUCTURAL V VENT, VOLT, VALVE A ARCHITECTURAL HD HUB DRAIN VERT VERTICAL Q IC INSTRUMENTATION HOPE HIGH DENSITY POLYETHYLENE AND CONTROL HDR HEADER VLV VALVE W HGT HEIGHT W WEST, WATER ce HP HORSEPOWER W/ WITH w m HWY HIGHWAY W/0 WITHOUT m I&C INSTRUMENTATION & CONTROL WC WATER CLOSET Q ID INSIDE DIAMETER WO WELDED OUTLET IN INCH WS WATER SURFACE, WATER STOP w NFL INFLUENT Lu WSP WELDED STEEL PIPE _ NOTES: INSTM INSTRUMENTATION WWF WELDED WIRE FABRIC v' 1. CONTACT THE ENGINEER FOR INV INVERT ABBREVIATIONS NOT LISTED. JT JOINT X USED AS A VARIABLE SHEET 2. THIS IS A STANDARD LEGEND KW KILOWATT YD YARD SHEET. THEREFORE, SOME L ANGLE ABBREVIATIONS MAY APPEAR LBS POUNDS G_2 ON THIS SHEET AND MAY NOT LEB LARGE END BELL BE UTILIZED ON THIS PROJECT. LF LINEAR FEET LT LEFT ##OF## Q K a a m ONTROL TRAVERSE AND CONTROL POINT COORDINATES #2 7 0 N w K #26 NO. N E ELEV. #I 17 N 89° 53' 46" E 4116 #203 #1 17 I 7614.000 5183.230 4677.42 2644:89' ►� N 89° 52' 54" E 2648.72' 400 0 400 800 2 5078.250 524 1. 155 4702.59 #201 _ __-- #I 3 2580.729 4742.969 4729.55 #12 -- (SCALE IN FEET) 0 4 2475.216 2633.501 4730.39 #10 N 5 5064.837 2978.222 4700.35 o z N F Q 6 5071.826 1228.842 4694.02 J w Z 7 5003.345 661.786 4702. 13 8 5508. 1 18 -0. 160 4692.25 ao oa c�LL 9 6001.235 1169.631 4686.66 ti 10 7322.770 -29.028 4696.08 #21 #13 J J J CL 1 1 6856.784 1630.447 4676.27 w J r J w' LEGEND =m =, co 12 7348.034 3001.049 4673.92 �';_ " = m c w r m ¢m 13 6732, 141 5268.544 4686.48 Q �',N #14_ Q 3 w 14 6356.816 3453.280 4686.79 Q N b o - =Ln CONTROL POINT w _ 15 4542.849 3189.810 4707.31 N ' 0#22 N 16 4929.080 3219.496 4703.40 o N p:N w 17 3472.011 3535. 187 4714.60 Z #9 z' _ = FOUND SECTION CORNER 18 3036.450 5146. 133 4727.35 0 19 3162.204 5141.333 4725.94 20 3823.733 5282. 130 4720.56 POP< = FOUND QUARTER CORNER 21 6744.906 422.532 4700.41 -� l 22 6227.436 472.612 4701.93 23 4698.441 3314.762 4705.99 (18 Z 26 7882.232 5259.884 4676.53 27 8201.352 5264.465 4673.56 / 28 5002. 159 3139.684 4702.74 29 5013.944 3204.236 4702.92 #1 10 #,6 #103 /#5 #29 0 f�U202 _41' 57"_E #100 100 5046.607 5284.517 4704.30 2653.41' 101 2387.531 5211.842 4732.00 #7 N 89° 50' 54" E 2647.77' 28-A I N 102 2393.001 2575.598 4729.90 #`6. 1#204 3 103 5032.673 2631. 143 4697.50 - 110 5025.667 -16.615 4697. 10 #23 Q Z 113 7688. 116 2.503 4695.40 #I5 O 116 7692.909 2647.387 4672.40 LuN Lu 117 7698.781 5296. 101 4677.50 201 7482.401 1829.275 4671. 16 0 = 202 5101.576 3514.885 4698.49 LLJ m CL 4 71 � 7 3885.629 6 .64 203 7689.9 3 w 204 4759.328 3414.787 4703.89 N N m 2V Ld N d #19 3 ,n Lu W 1, 'I #18 ;n J Q / I n � Z i � #3 Z w NOTES _ 'I' `s a2" 52' 49° E � ._. � 1 #101 - ----_:._ _�_:_ _:- � Ov O #102 636.21' f� V EXTERIOR CONTROL POINTS WERE RUN AS A CLOSED LOOP, WITH PROJECT BENCHMARK w � � TRIGONOMETRIC INFORMATION AND SOME CROSS-TIES, WHERE AVAILABLE. N. RIM OF SEWER MANHOLE L Z Z ELEV. 4,732.90 ~ O Q Z MAIN TRAVERSE WAS RUN THROUGH POINTS 1,2,3,4,5,6,7,8, 10. 1 I, 12, AND I. w V O ALL OTHER POINTS WERE EITHER TIED FROM TWO LOCATIONS OR OPEN LEGS, w i O.. N BENCH LEVELS WERE RUN THROUGH MAIN TRAVERSE POINTS EXCEPT POINT 10, 12, AND I WERE BASED UPON C&H ENGINEERING'S REPORTED CITY OF BOZEMAN SHEET DATUM ELEVATION FOR THE NORTH RIM OF A SEWER MANHOLE LOCATED AT THE s SOUTHEAST CORNER OF THIS PROJECT, ELEV. = 4,732.90 G-3 ##OF## w ROADWAY ALIGNMENT COORDINATE TABLE CONSTRUCTION NOTES: I. SEE SIGNING AND STRIPING PLANS FOR ALL PROPOSED SIGNS AND PAVEMENT MARKINGS. a. a s,rA nON NORTHING EASTING DESCRIPTION STATION NORTHING EASTING DESCRIPTION 2. SEE PLAN AND PROFILE SHEETS FOR CENTERLINE COORDINATES ¢ OF ALLEYS. 'm BAXTER LANE GALLATIN GREEN 28+10.00 5030.46 1793.38 BEGIN TIE-IN, BAXTER LANE 10+00.00 5035.98 3261. 13 INTERSE TION W/BAXTER LANE 32+ 0.00 5031.65 2243.38 END TIE-IN, BEGIN BAXTER LANE 16+80.00 5715.97 3257.56 INTERSE TION W/EQUESTRIAN LANE 36+ 7.77 5032.67 2631. 14 ANGLE POINT 32+14.00 7249.95 3249.51 END GA LATIN GREEN zo 46+ 2.00 5037.95 3635.36 BEGIN TIE-IN, END BAXTER LANE LASSO AVENUE 48+ 2.00 5039.00 3835.36 END TIE-IN, BAXTER LANE 11+14.33 5032.00 2375. 14 BEGIN 1- SSO AVENUE PROPOSED ROADWAY PLAN BOSAL STREET 16+79.33 5711.32 2371.58 INTERSE TION W/EOUESTRIAN LANE 10+ 0.00 5311.32 1 2373.68 NTERSECTION W/LASSO STREET 27+OI.33 6733.31 2366.21 END LA SO AVENUE 12+ 9. 18 5312.69 2632.85 INTERSECTION W/FERGUSON AVENUE 18+ 6.00 5315.98 3259.66 1 INTERSECTION W/GALLATIN GREEN �r DEADMAN'S GULCH \1 DEADMAN' S'GULCH 36+ 4.89 7692.91 2647.39 1 INTERSECTION W/FERGUSON AVENUE CI-10 THRU CI-12 62+ 3.60 7698.38 1 5296. 10 1 INTERSECTION W/DAVIS ROAD EQUESTRIAN LANE o z o 14+ 6.87 5710.65 2243.38 POT, BEGIN EQUESTRIAN LANE oN 0o w o z 28+ 5. 17 5717.88 3621.66 END EQUESTRIAN LANE J W W FERGUSON AVENUE 10+00. 0 03 16+80.0 52.63 2635.30 INTERSECTION W/EOUESRTRLANN LANE , 1i "' 36+60.29 7692.91 2647.39 INTERSECTION W/DEADMAN'S GULCH _ J m U Z co W x H m z H Z W �I FJ D COURT CLYDESDALE COURT \ �hC (SEE P S L ,• G5 QI Rn L�j f PLANS BY OTHERS) h D - P ASE 1 BOUNDARY _ 3 Z � W - i O am 200 0 200 400 0 0 < _��� o¢ W N Lu za: 1'_ 0 � > a (SCALE IN FEET) � m ¢ cr a w I "1 f N uj w r \ BELGIAN COURT I , (SEE PLANS BY OTHERS) GUEST IA LANE EAST ALLEY CI 13 T ARL CI-14 CI-21 ~ Lu 11 d WEST ALLEY r } CI-22 Lu W 1 z BOSAL STREET zy Q 0 W ¢ � co � aQ I „ O I6 a Lu �1. {7 h J r F- ,.,.�..�.r.,_....�_;.. , BAXTER LANE ' / � .�� s d r CI-6 THRU CI-8 stv-�'k �..�-__ -._.. _ /� �• ; Ln MIDDLE ALLEY ". C CI-2I ')`< ...�_\ _. SHEET SOUTH ALLEY CI-22 cl J i \ - ## OF## • w " r 0 BAXTER LANE �AAAAA� a a 100 FT ROW Cl-7 SCALE: 1"=4' 0 w 3 \ 1' OF STRIPING 3 x \ -0' 19' -0" 6 81 _0 5 11' -0' 5' -0" 8' _0" 61. 19' -0" 5 _p i _p � SIDEWALK BOULEVARD PARKING BIKE L DRIVING LANE I DRIVING LANE BIKE LANE PARKING BOULEVARD SIDEWALK 4. I PROFILE GRADE LINE 2% o Mq X —� �--3� 3% 2% g Z r--- 4:� k MqoZ 4" CONCRETE a< _0 a o o a m LL 3" WASHED ROCK TOPSOIL AND SEED 4" CONCRETE (SEE COB 02529.2.4) I (TYP) 3" WASHED ROCK (SEE COB 02529.2.4) J m m 4" ASPHALT CONCRETE (TYPE B, 2 LIFTS) =W m =o 7INTEGRAL ! CURB COB 4" CRUSHED BASE COURSE (I" MINUS) r Y & GUTTER 02528-1 16 w " SUBBASE (3" MINUS) so op ae u TA. 32+60 TO STA 34+37.50 BUILD NORTH HALF OF SECTION, }� PLUS II' - PAVED DRIVING LANE AND 5' -0" PAVED SHOULDER ON THE SOUTH SIDE IF SOUTH HALF OF SECTION IS NOT CONSTRUCTED NOTES: 1. ASPHALT TO HAVE A DENSITY EQUAL TO OR EXCEEDING 97% OF MARSHALL SPECIMENS, AS DETERMINED IN SECTION 02503, COB. 2. CRUSHED BASE COURSE TO HAVE A MINIMUM FIELD DENSITY OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY SECTION 02235, MPWSS. 3. SUBBASE COURSE TO HAVE A MINIMUM FIELD DENSITY OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY SECTION 02234, MPWSS. 4. INTEGRAL CONCRETE CURB AND GUTTER TO MEET REQUIREMENTS OF BOSAL STI EET B SECTION 02528, COB. N LASSO AVENUE C 5. SIDEWALKS TO MEET REQUIREMENTS OF SECTION 02529, COB. 6. TOPSOIL AND SEED TO MEET REQUIREMENTS OF SECTION 02910, MPWSS. 60 FT ROW Cl-9 60 FT ROW C1-20 7• IF UNSTABLE SUBGRADE IS ENCOUNTERED, SEE DETAIL 2, SHEET CI-32. O _ SCALE: I—I' Lu N W W m jj_ U S' -0" 7' 6, 6 7' _0„ 8 _p I 8' -0" 7'_0" 6 7, -6„ 5, -p„ 2 -p � SIDEWALK BOULEVARD ARKING DRIVING LANE DRIVING LANE PARKING BOULEVARD SIDEWALK PROFILE GRADE a 4: I L INE Mqk 2/ - f 3% 3% 2% q;) M4,Y N 4" CONCRETE I 4" CONCRETE O 3" WASHED ROCK I 3" WASHED ROCK (SEE COB 02529.2.4) (SEE COB 02529.2.4) U W 3" ASPHALT CONCRETE (TYPE B, 1 LIFT) N 4" CRUSHED BASE COURSE (I" MINUS) --I 9" SUBBASE (3" MINUS) w V J r CL INTEGRAL CONCRETE CURB COB & GUTTER 02528-1 - w N w x - VERIFY SCALE SHEET z BAR SCALE IS ONE INCH ON ORIGINAL DRAWING. a O�I ��_� i IF NOT ONE INCH ON THIS SHEET, ADJUST - SCALES ACCORDINGLY. ##OF## 0 EQUESTRIAN LANE a 60 FT ROW Cl_13 SCALE: 1"=4' � z I � I 3 5 -0" 7' -6" 6„ _0" 9' -01 I 9' -0" 7' _0 6 7, _6„ 5, 0„ I. 0„ SIDEWALK BOULEVARD PARK ING DRIVING LANE DRIVING LANE PARKING BOULEVARD SIDEWALK PROFILE GRADE LINE MAXt4" 2 —y �y 3—� � 2% 4: Mqk o z z U ONCRETE i o4" CONCRoz z o w ASHED ROCK i (SEE COB 02529.2.4) 3" WASHED ROCK i (SEE COB 02529.2.4) 3" ASPHALT CONCRETE (TYPE B, 1 LIFT) 4 4" CRUSHED BASE COURSE (I" MINUS) ' m J p U m W p 9" SUBBASE (3" MINUS) �v� oa - OB p p _w INTEGRAL CONCRETE CURB C ,� _c U & GUTTER 02528-1 ¢p NOTES: I. ASPHALT TO HAVE A DENSITY EQUAL TO OR EXCEEDING 977 OF MARSHALL SPECIMENS, AS DETERMINED IN SECTION 02503, COB. 2. CRUSHED BASE COURSE TO HAVE A MINIMUM FIELD DENSITY OF 957 OF MAXIMUM DRY DENSITY AS DETERMINED BY SECTION 02235, MPWSS. 3. SUBBASE COURSE TO HAVE A MINIMUM FIELD DENSITY OF 957 OF MAXIMUM DRY DENSITY AS DETERMINED BY SECTION 02234, MPWSS. 4. INTEGRAL CONCRETE CURB AND GUTTER TO MEET REQUIREMENTS OF SECTION 02528, COB. N 5. SIDEWALKS TO MEET REQUIREMENTS OF SECTION 02529, COB. FERGUSON AVENUE 6. TOPSOIL AND SEED TO MEET REQUIREMENTS OF SECTION 02910, MPWSS. Q Z 90 FT ROW C1-15 7• IF UNSTABLE SUBGRADE IS ENCOUNTERED, SEE DETAIL 2, SHEET CI-32. O _ SCALE: I"=4' ce W N W Q = W m J H � I 1' STRIPE m 15' -0" 6„ 8' _0" 5' - I0'-0" I 10' -0" 5' -0" 8' -0" 15'-0„ � w SIDEWALK BOULEVARD 6„ 5' -0" I' -0" o PARKING BIKE ANE DRIVING LANE I DRIVING LANE BIKE LANE PARKING BOULEVARD SIDEWALK 2% PROFILE GRADE LINE _y 3% . 2% 9. ) MAk N 4" CONCRETE O (SEE COB 02529.2.4) 4" CONCRETE 3" WASHED ROCK 3" WASHED ROCK ~ (SEE COB 02529.2.4) V INTEGRAL CONC ETE CURB COB I W 3" ASPHALT CONCRETE (TYPE B, 1 LIFT) V) & GUTTER 02528-I 4" CRUSHED BASE COURSE (I" MINUS) J 14" SUBBASE (3" MINUS) W V J H H W W 2 N VERIFY SCALES SHEET BAR SCALE IS ONE INCH ON ORIGINAL DRAWING. O� I ��_� IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. ## OF## I I � W o GALLATIN GREEN A 112 FT ROW C1-18 co SCALE: 1"=4' 0 3 x 22' -6" 6" 12' -0" 7' -0" 6" 7' -6" 5' -0" 1' MEDIAN DRIVING LANE PARKING BOULEVARD SIDEWALK PROFILE GRADE LINE (FINISH GRADE MINUS 6" ) 3% X CUZ z —~ 3% 21 q: 1 MA o o 0 z ao 0 �W 4" CONCRETE COB INTEGRAL CONCRETE CURB 3" WASHED ROCK 4 TYPE 1 CURB 02528-1 & GUTTER (SEE COB 02529.2.41 m m CI-32 3" ASPHALT CONCRETE (TYPE B, I LIFT) N p Q W 4" CRUSHED BASE COURSE (1" MINUS) o 0 0 U NOTE: MIRROR TYPICAL SECTION ABOUT CL 9" SUBBASE (3" MINUS) A NOTES: I. ASPHALT TO HAVE A DENSITY EQUAL TO OR EXCEEDING 97% OF MARSHALL SPECIMENS, AS DETERMINED IN SECTION 02503, COB. 2. CRUSHED BASE COURSE TO HAVE A MINIMUM FIELD DENSITY OF 957 OF MAXIMUM DRY DENSITY AS DETERMINED BY SECTION 02235, MPWSS. 3. SUBBASE COURSE TO HAVE A MINIMUM FIELD DENSITY OF 957 OF MAXIMUM DRY DENSITY AS DETERMINED BY SECTION 02234, MPWSS. 4. INTEGRAL CONCRETE CURB AND GUTTER TO MEET REQUIREMENTS OF N SECTION 02528, COB. 5. SIDEWALKS TO MEET REQUIREMENTS OF SECTION 02529, COB. 6. TOPSOIL AND SEED TO MEET REQUIREMENTS OF SECTION 02910, MPWSS. 0 Z ALLEY B 7• IF UNSTABLE SUBGRADE IS ENCOUNTERED, SEE DETAIL 2, SHEET C1-32. O _ Q N uj 20 FT ROW C1-21, C1-22 Lu > Q SCALE: 1" 4' m W W N J F m 3 3 � \ i U Of � W O 2' -0" 10' -0" 10' -0" r2'-0" SETBACK SETBACK a GARAGE 37 37 GARAGE N Z O u w to J 3" ASPHALT CONCRETE (TYPE B, I LIFT) Q 4" CRUSHED BASE COURSE (I" MINUS) V 9" SUBBASE (3" MINUS) r CL w 9 w w x VERIFY SCALES SHEET BAR SCALE IS ONE INCHs ON ORIGINAL DRAWING. 0-4 m IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. ##OF## w p ALLEY 20 FT ROW C1-26, C1-17 SCALE: I"=4' 0 N_ C � � I � � I � 2' -0' I O -0" 10' -0" 2 -0" N SET I BACK SETBACK GARAGE 3% 3% GARAGE z U c Z ao w O J w w d 6 - � 2> } w 3" ASPHALT CONCRETE (TYPE B, 1 LIFT) =w Nm Np 4" CRUSHED BASE COURSE (I" MINUS) 9" SUBBASE (3" MINUS) d wo Y �4• NOTES: 1. ASPHALT TO HAVE A DENSITY EQUAL TO OR EXCEEDING 97% OF MARSHALL SPECIMENS, AS DETERMINED IN SECTION 02503, COB. 2. CRUSHED BASE COURSE TO HAVE A MINIMUM FIELD DENSITY OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY SECTION 02235, MPWSS. 3. SUBBASE COURSE TO HAVE A MINIMUM FIELD DENSITY OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY SECTION 02234, MPWSS. 4. INTEGRAL CONCRETE CURB AND GUTTER TO MEET REQUIREMENTS OF N SECTION 02528, COB. 5. SIDEWALKS TO MEET REQUIREMENTS OF SECTION 02529, COB. BELGIAN COURT B CLYDESDALECOURT C FJORD COURT D 6. TOPSOIL AND SEED TO MEET REQUIREMENTS OF SECTION 02910, MPWSS. Q Z 7. IF UNSTABLE SUBGRADE IS ENCOUNTERED, SEE DETAIL 2, SHEET CI-37. O _ C1-23 C1-24 C1-25 H W f ? a ALL 60 FT ROW w m a SCALE: I"=4' w H C J co Q C H � H U W 5' -0" 8' _6" 7' -0" 8'-0' 8'-0" 7' _0" 6" 8'_6 5, _° I ° o SIDEWALK BOULEVARD PARKING DRIVING LANE DRIVING LANE PARKING BOULEVARD SIDEWALK a PROFILE GRADE LINE MqI 27 _ 3% 3% _ 4: I MqX N X Z 4" CONCRETE 4" CONCRETE Q 6" CRUSHED BASE 6" CRUSHED BASE V COURSE (I ' MINUS) COURSE (I" MINUS) N 3" ASPHALT CONCRETE (TYPE B, I LIFT) 4" CRUSHED BASE COURSE (I" MINUS) J Q 9" SUBBASE (3" MINUS) V 0- INTEGRAL CONCRETE CURB COB w & GUTTER 02528-1 w N VERIFY SCALES SHEET BAR SCALE IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON Cl-5 THIS SHEET, ADJUST SCALES ACCORDINGLY. ## OF## CONSTRUCTION NOTES: 1. CONSTRUCT TIE-IN WITH SAME SURFACING AS BAXTER LANE. 2. SEE STORM DRAINAGE PLANS FOR LOCATIONS AND ELEVATIONS OF a ALL INLETS, STORM DRAINAGE PIPES AND MANHOLES. m m 3 z � I 0 STA.32+60, 16.50' LTof . Lu STA.28+10, 16.91' LT. f STA.32+60, END TIE-IN ~ BEGIN BAXTER LANE TYPICAL SECTION STA.28+10, BEGIN TIE-IN MATCH EXISTING PAVEMENT WIDTH N In O ti mD a, O — N M N N N N N N N N N N M M M M Pl,rv% j'uX _____ o _ ___ F t - N 89° 50' 54" E BAXTER LANE J w a s ~ X W = < J _ ___ __._ -.. N h X' h • STA.28+10, 4.22' RT. STA.32+60, 16.50' RT. z m w w r w Z W N ¢ W W 0 _ 50 0 ■r1 50 100 (SCALE IN FEET) BAXTER LANE ROADWAY -4715 - 5 1 47- t O Z Lu 4710 - _ _.__ _ ~ Lu .. -- -- -- 4710 < N z < Q uj _ on m _ > LOW POINT STA.32+1 1.92 W -4705 o m t--._ ---- ---- _ __ LOW-POINT ELEV.4,693_88 - 4705 w tN i o m v~ A.D.=1.04 — )n x K=96 r m m v= 100' VC � w > U ! - t 474700 r ... ----- - ---- < J ---- 00a : 0 "I � TIE-IN FINISHED CENTERLINE GRADE EXISTING GROUND , Ji 04 0... .... .... .............. --4695 469 a 507 O I O j FUTURE PROFILE GRADE + W M 4690 - O N_ QZ Q cv) >> b d o o v J LLJ iM V M Q' I"1 V -4685 ._. r-. - Q >~� An �. _._ w cW) --. 4685 W Q O --.- _..-_. __.. ___ - _ i H W W. > > (n J > > j V) J ':4M CO — W W W W W 1 d J O - - !--- - -I- ---- --- .. - - - - - - - --- ---- -- - - - ---- -.-- - *--- -- -- ------ —---- 4680 ! CO 32+00 33+00 w N 50 0 50 100 Ln i i o --4675 _ ___i .-__-__ ..-_._ ___.__. i____._ --._-. -_ __--_ L-- - -_.-- ---_-- -._.__. _ 4675 (SCALE IN FEET) SHEET HORIZONTAL SCALE: I"=50' -0" 0-6 5 0 5 10 4670 ___.__ __!- ____ -__ ____ ____ _ t_.-___..._._ __ __.:_._ _- _____ _ ___ _.._.. ----_._-_ _.__.1._. _____- ___ __.__. _..- 4670 (SCALE IN FEET) 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 VERTICAL SCALE: I"=5'-O" ##OF## CONSTRUCTION NOTES W a 1. SEE SIGNING AND STRIPING PLANS FOR ALL PROPOSED SIGNS AND PAVEMENT MARKINGS. 0� a a A LEY APPROACH COB 2. SEE INTERSECTION DETAILS FOR TBC ELEVATIONS AND WARPING (TYP) 02529-7 OF STREETS AT INTERSECTIONS. m w z w 3. SEE STORM DRAINAGE PLANS FOR LOCATIONS AND ELEVATIONS OF w 'a ALL INLETS, STORM DRAINAGE PIPES AND MANHOLES. Q z O 0 z v) V) o N SOUTH ALLEY X-ZINTERSECTI ON DETAIL 1 a ui w CI-23 I w A CP-5 CI-2 m op Z 10 CO Z�...Z U .. O Z x _. - ____-- a < 2 -_-._. .-____. - .. - . .. -. _... W w ¢ N 89° 50' 54" E N 89°41'57" E BAXTER LANE w _... .. _ - ._- w a J r J r J m J Z [L w w r w U W U z z w CP-29 DRIVEWAY APPROACH z z w Y SECTION LINE CP 28 STA.42+52. 12 COB w S /4 CORNER 1 6' WIDTH 02529-1 I A I SECTION 34 SEE ROUNDABOUT DETAILS A - CI-27 THR CI-31 \ '/ CULVERT INSTALLATION (SEE,-DETAIL BY OTHERS) DRIVEWAY APPROACH COB STA.40+04.6 02529-I1 24' WIDTH L-- --I / - QITCH RELOCATION a (SEE PLANS AND DETAILS BY OTHERS) 50 0 50 100 MENEIiiiiiiiiia NEW BED AND BREAKFAST (SCALE IN FEET) BAXTER LANE ROADWAY --4 - ,- --- - r---- - - - - ---- ------ -- -- ----- _._._... ---- -- 4 725 - - Lij w Q N W z __ S � � � In � ! J W ui ____.__-_. ..__�_.___- ___ -- .___'e__ .. ..__-__.___ .__.__-_..__- ____ _ __ ____-_ _ __-_... 4715 _ - f - J w T ---- --- w - - - - - m t 4 7 15 J N a 0 0 r- 0 ca j J 2 O in -----�--- - m----- --- --ev-0 - -r o c.._0 - - ---. i- - - 4 7 1 0 -4 I0 1uj 0o c - v _ mo 0 x a + m bi LL ? + r v ¢ ¢ w v v a I r O O N ID V7 W N N W N W: j 4705 - -- � oo � 1 - -- j >; r--- aw- ww' ---- - - --- ± -- -- 4705 ___._. m m ............................. n o v A. .=0.83 -0.50% K = 121 I i � - w O EXISTING GROUND 0 Ld I 0 VC I -0.507. W + }.......... +1.,33% 4 7 0 0 --- -'t-- }-- ---- .._----- -r __._.�. .. -.._... {-- -Ln w o w _ -- 37---- ----- - - -- --.� ....................:..:............ ........ --- 4700 Z 'O - _ ..................{.......................1.... .................' ........................... .. 0,�,.... 2... I I 1.................... 0 ....... ..:.... O STA 45+73.56 I_.__.-- !-___-- ./. __.. ___ _ ----_-----!---_._-- _ HIGH POINT ELEV,4,701!.67 INSTALL 150 LF OF 36" EQUIVALENT W O +3• HIGH POINT STA.42+40,64 '0.507 +0.50 4�95 t--- _ _--- ` ARCH-RCP (CLASS IV) W/FETS 4695 Qa Q 0 0 '^ o 0 O � I SSD -' 45483 (LENGTH INCLUDES FETS); w 0 O _.-,' ` o ? o 0 0 K 99 INVERT IN = 4,693.48, 72' RT! J O ~ o 0 1O o m + cn INVERT OUT = 4,691.98, 78' LT I � m + ---- °� m --o ----� co--- + --_-M.e -- - - -- ------ ------ --- - - 180', V - --- ---- ----- ---`--- -j- --- ---- 4690 M 4 90 PROFILE GRADEI= FINISHED CENTER INE M a " ~ a � ! T 45 ~"' C +00 46+00 w M Ln LL' _ __ ~ w N J > > __.. _N J W w -_ _ _ ___ 50 0 50 100 - > L-4680 ,-- ---�-- -- - -- ----- ---- I---- N J a w m,m w >I + -- --------- +---- 4685 (SCALE IN FEET) SHEET 1 W - - -- HORIZONTAL SCALE: 1 =50 -0 5 0 5 10C1-7 (SCALE IN FEET) 33+00 34+00 35+00 36+00 37+00 8+00 39+00 40+00 41+00 42+00 43+00 44+00 VERTICAL SCALE: 1"=5' -O" ## 0F## / CONSTRUCTION NOTES: a 1. SEE SIGNING AND STRIPING PLANS FOR ALL PROPOSED SIGNS AND PAVEMENT MARKINGS. a 2. SEE INTERSECTION DETAILS FOR TBC ELEVATIONS AND WARPING a OF STREETS AT INTERSECTIONS. 'm 3. SEE STORM DRAINAGE PLANS FOR LOCATIONS AND ELEVATIONS OF ALL INLETS, STORM DRAINAGE PIPES AND MANHOLES. STA.46+52, BEGIN TIE-IN Z END BAXTER LANE TYPICAL SECTION N STA.48+52, 14.71' LT. JMA A.48+52, END TIE-IN STA.46+52, 16.50' LT. TCH EXISTING PAVEMENT WIDTH V) O N M Q In tD f� m In In Ln In U1 In In ul In In N Z (] ZU -.. _ -..__... ....-_......... .... ._ .. .. ...__.._-- _.._.._......_.. __....__ EXST. BAXTER LANE a< a, d �N _N 89' 41" 57" E I, w ui STA.48+52, 6.01' RT. m z m STA.46+52, 16.50' RT. 00 w w - 3 W w 7n W K 2 K O C O Y U } } W Q W Q O = O D 0 \ LL 0 W (r 50 0 50 100 (SCALE IN FEET) BAXTER LANE ROADWAY 4725 _.... ,. ........ _. _ _.__ _,- 4725 3 Z 0 _ _ _.__ w N w -4720 f _-_� _ ---__ I _ I _ _ L I- 4720 � � Q Z .! j W m W 4715 4715 W N O J QQQ W Q 7 1 H LOW POINT STA. 4710ELEV. - ----- - ----- __.. -+ 4710 LOW DINT 44,699.00 N o 62 NOGN -I + X K O � A.D. = 1.00 ,w K = 100 QQx j 100' VC a w —EXISTING GROUND 4705 w s __�_._.- ... -I - --- --._._.- ---- - -.__ .. +--- l._ _ _ _ 4705 O O +0.5% ................................................... .................................................... --4700 11 100 ---- -- - 470--- 0 50/ +0.50% 0 Q CD i I 1 z O Q lc, ...7 FUTURE PROFILE GRADE ♦'� N __..-- 4695 H Q 4695 w Q Q CENTERLINE GRADE o w W O io o m + IE-IN FINISHED o W J Q W - o m - - - m O m 0 a ' 0 0 _ ;I c - 1-------I--- � w > > - --- ------------ --. . .-- -- -----....-. + 4690 � m w w -------- t 4690 r o > w w 58+00 59+00 i 10 N N J w 50 0 50 100 w s ,n .. _..----__--___.._.___. u _ __-_._ i._..__. _. -- I- ------ 4685 (SCALE IN FEET)- ----- -- --- SHEET m + + HORIZONTAL SCALE: 1"=50' -0' 4685 � {. _ I 5 0 5 10 Cl-8 -4680 ___ ___ -- -' 4680 (SCALE IN FEET) 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 VERTICAL SCALE: 1"=5' -0" ## OF## CONSTRUCTION NOTES: a I 1. SEE SIGNING AND STRIPING PLANS FOR ALL PROPOSED SIGNS 0 AND PAVEMENT MARKINGS. a 2. SEE INTERSECTION DETAILS FOR TBC ELEVATIONS AND WARPING Q > MIDDLE ALLEY > OF STREETS AT INTERSECTIONS. m w w J 3. SEE STORM DRAINAGE PLANS FOR LOCATIONS AND ELEVATIONS OF a Q ALL INLETS, STORM DRAINAGE PIPES AND MANHOLES. V) F INTERSECTION DETAIL 2 ^ s C1-23 ALLEY APPROACH COB w j a (TYP,) 02529-7I 0 INTERSECTION DETAIL 2 w CI-24 , I o - B N � c in � r_ m - CI -,...._... - N C� ♦ I I 0 LL Z0 BOSAL STREET N 89° 41' 57" E i cc J w a w J ¢ O LL m LL I z INTERSECTION DETAIL I w Li z a > > C1-24 I PEDESTRIA R MP `P `� CI-32 (TYP) z w00 w� wm o r xo x Q U W U C] N p ¢ �3 wcYi CD J (QO W < 2 W 0'0 K O Y U SOUTH ALLEY a50 0 50 I00 (SCALE IN FEET) � I BOSAL STREET ROADWAY 4720 __ II Z..,.-. L... _ 4720 1 w ! oO - 4 715 _. _.. j....._..._. uj LD 4 T 15 z w I _ J < ce m 9 7 1 0 o w z COA LJJ w w > '..... __...._. -------- r-...__._.-m c¢a 4710 W N > H W Q Lfl J QQQ 00 m O J N O O O In -4705 wQ aU -I - - --- L_ oN o _. o n j mom .. I. .._._. i......._.. UI..V) J m m LO Ln J CO IN D' �__ _ .. W n r o n � � -w N v - - 70 o W + ° o m 4 5 n- , ON m W oo+ - _ > rn0 0 + LO - ar daw o � O Ol W O — N V H P cn w V) V) W _.4700 + o+.c°._.. - lo; -...-w.w- w w EXISTING GROUND ! j U U > j N N V co co I .................... Q Q W — — 1 NNW > ........................ ..................... i.._- O uj 0 JQ aw ..................................................................... ..................... +0.55% -16 4695 v~ Ln WJ .-..._..... +1.b _..._._..___ 469 Lu 00 RADE 0 a, SHED CENTERLINE+3 pQ/. 3,00j FINISHED CENT INE ' o iP Q 1 5 oin ! +¢ �0.59% Q r�l 4690 ... ............. A.D. I OS SS0 663' m 92 ._ 4690 QN Q3 QOWN m o ' o 0 r VC � w , N O V1 J ' O10 W ', ' ' � i w OCL, O + tb + lD J - 4685 � 4685 r + W a > a > W O ~ w w 50 0 50 100 N r- 4680 1--- e j _._.___. ._.._._.-.. }___._._ _._ - 4680 (SCALE IN FEET) SHEET " HORIZONTAL SCALE: 1"=50' -0' t l.._._..__._. 5 0 5 10 4675 .__._. . _._ .._.__ _.__.___i..- 4675 cl-9 ___ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 (SCALE IN FEET) VERTICAL SCALE: I' =5'-0" ## OF## - o a a m 100 FT. CONSTRUCTION PERMIT Z 0 TRANSITION FROM FILL TO CUT (TYP) --------- ----------- CENTER 1/4 A N M SECTION 34 M n C1-5 O v 7711- r_ c v N M N w - ---- DEADMAN' S GULCH z F o z o N 89' 53' 46" E _ N 89' S2' S4" E — ----- ----------------------------- w a o o f a LL w MIDSECTION LINE TOP OF CUT m z m 9£ I I I5' R (TYP) (TYP) =o =r w MID-SECTION LINE z 00 z w z 3 w U 12' GRAVEL ACCESS ROAD w � ,_ TOE OF FILL SECTION C, CI-5 o " I (TYP) 1 I I I I 1 I I S£ I I 20' GRAVEL ACCESS ROAD SECTION B, CI-5 I I I I I 50 0 50 100 (SCALE IN FEET) DEADMAN'S GULCH ROADWAY N 4695 Z 4695 w �_ Q to W LU z _ 4690 Q 4690 N > LU w m o -a z 4685 w N w 4685 o � 0 Q1 N � Q W Ib n Q1 IN w Q U 0D I W U Qt r`7 ti p + Io t w W + +v O w 0 _I v r- - _ __... _ w w __..L._. - -t-4680 O 4680 rn U. j w => M. w w M + w w PROFILE GRADE = FINISHED CENTERLINE ? a FUTURE PROFILE GRADE » __ > i_____. ____ __.4 F m m w N V 4675 v z > J 0.5 4675 `_- _ -a w - w -.-.. o% V O +0.88 ... - Lo +0.88% _. -- 467 Ur .......................................... - 0.50% __._.._ ____ o Q 4670 HIGH POINT ST .36+65.59 - 4: 1 FILL 'SLOPE HIGH POINT EL V.4,673.76 A.D. 1.33 N i _ t ..... ....... .. .... .....E .. Z p _.._I - SSD50 56' ~ I K = 09 4665 Q 4665 ._._ _. __.I } VC EXIST�NG GROUND � O ------I-- ----+------ -- 4 660 F W CAI 4660 45+00 44+00 = s 50 0 50 100 4655 (SCALE IN FEET) SHEET � II I 4655 -i- 1 HORIZONTAL SCALE: I =50 -0" s 5 0 5 10 Cl-10 --__ _._.._,_-_.-..._._L- _ .1._ _...__ - 4650 (SCALE IN FEET) 4650 i_. 321 +00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 VERTICAL SCALE: i"=5' -0" ##OF## CONSTRUCTION NOTES: DITCH RELOCATION 1. SEE STORM DRAINAGE PLANS FOR CULVERT AND DITCH RELOCATION (SEE PLANS AND DETAILS BY OTHERS) DETAILS. a a m CULVERT INSTALLATION (SEE DETAIL BY OTHERS) 100 FT. CONSTRUCTION PERMIT 0 TOE OF FILL (TYP) w ------ -- -------------------------- ---- ------------------------------ ----------------- - m A lfl lD I� W m O _ N K1 V if] 1p I� 1 u> v, C 1-5 �, �, �, Ln N - ------- ---_-__-----�--- w_ DEADMAN'S GULCH z N z , r Z (,W r 2 —W ti d al ----- _ ---� w a DITCH RELOCATION w m w} w In i (SEE PLANS AND DETAILS BY OTHERS) MID-SECTION LINE u w m v o 1 I r_Z r Z W Y T P OF CUT \- _�TRASITION BETWEEN w ¢ _ \ (TYP CUT AND FILL o Y \ I (TYP) \ FILL EXISTING DITCH pF V 50 0 50 100 1 (SCALE IN FEET) DEADMAN'S GULCH ROADWAY -- - -- -._.__ 3 p Z — Q N_ Lu ! - . _. - - --- - 469 _ N W 0 W - --I1- 4685 � N 685 U____ --- 468 LOW POINT STA.45+69.24 j iLOW POINT ELEV.4,669.47 1 PROFILE GRADE = FINISHED CENTENLINE j A.D. = 1.00 ! j _ - - - -' - ----- ----- - -------- ----i- - -- ---- --a-- --- ---i_ �............ �. a O 4675 --- - IE-- 7-0 + 70' VC I I ........ .... ......... ................J4 4670 670 ... ....... ......... .. r to ! ! Q r... EXISTING GROUND 1 I 1 I I I N I I mLr) --- I -7-----1— I O 4665 1 - ---- - _ _._ -- 7 --- — -.._ ----- + � - --- ---- a M l0 O CO I I to \t0 j w � C) -- 1 , 4660 r a � � Q > STA.45+50.00 ____ 1 w w INSTALL 116 LF OF 36' EOUIVALENT 1 r Q ARCH RCP (CLASS IV) W/FETS ! j 57+00 58+00 w 50 0 50 100 w (LENGTH INCLUDES PETS) _.. _ _-- ----___-- .--_._.-- -,-----__--! INVERT IN - 4,665.65, 56' RT ti - ` - _ n-- -- _ I - .__ __ --- -- + '__ - ,--- f- + �--- - +---- -1- -------,----- +-----+- 4655 (SCALE IN FEET) SHEET I I I I 655 INVERT OUT = 4,664.49, 60" LT � ! ! HORIZONTAL SCALE I"=50' -0" 5 0 5 10 C1-11 4650 (SCALE IN FEET) 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 VERTICAL SCALE: I"=5' -0" ## OF## W CONSTRUCTION NOTES: a 1. SEE DAVIS ROAD PLANS FOR INFORMATION REGARDING DAVIS ROAD. 2. SEE STORM DRAINAGE PLANS FOR CULVERT AND DITCH RELOCATION a DETAILS. ' ' m DITCH RELOCATION (SEE PLANS AND DETAILS BY OTHERS) 100 FT. CONSTRUCTION PERMIT o N TRANSITION BETWEEN w FILL AND CUT (TYP) - _ � MATCH GRAVEL ACCESS ROAD A TOP OF CUT TO DAVIS ROAD m ° CI-5 D (TYP) n 1 it u u i z DEADMAN'S GULCH 0 ci _ J F S •. _ Q W N I a J Y J TOE OF FILL w w y w m (TYP) c=.o w mtz m N a z w CULVERT INSTALLATION 13 w (SEE DETAIL BY OTHERS)� I o o u CP-I : DITCH RELOCATION (SEE PLANS AND DETAILS BY OTHERS) - I - J Z,-y" 50 0 50 100 (SCALE IN FEET) DEADMAN'S GULCH ROADWAY N 4695 _ - _.._ _. ! ------ T - - --- LLI _ I - -- 1.__._.___ -- - - - ---- 4690 N 4690 W m STA.62+93.60 DEADMAN' S GULCH = 68 N ELEV.4,678.004685 ROAD __ 4 QQ (SEE PLANS FOR DAVLIS ROAD BY OTHERS) m STA.63+11.86 DAVIS. 1 PROFILE GRADE ED CENTER LINE f2LINE - - --- - -- _ -- - ---- - -- -- - - 4680 0 I ' I i f � 467 I i 5 � 4675 i-- �O cp I ' J ON 467 4670 Q STA 62+00.00 j EXISTING GROUND INS ALL 130 LF OF 36" EQOIVALENTI ( Z 4665 Q --- --- --1 ------ ---- r } .. . ------- + a 0 4665 AR RCP .(CLASS IV W/FE;TS- --- ------ t----- ---- -------- ------ (LENGTH INCLUDES FETS) W INVERT IN = 4,6711.86, 62' RT j 1 0 OO INV RT OUT = 4,VO.56, 68' LT ! - - - - - ------ - - -- --- ----- --- --- - - - --- 4 660 4660 ---- - -- -- ----- ----- — -- _ -- d 0+0 Lo j } I 50 0 50 100 - - --- - - - L- j _ - - - - -- - - -- 4655 (SCALE IN FEET) SHEET 4655 -1--- ----- -- ;- - --+ -- -1 - _ __ L. HORIZONTAL SCALE 1"=50' 0" 5 0 5 10 Cl-12 -- _._..-_ __1._. - - _ __ __ _ .-- -- 1 - --..._.. - -- .- ----- - -'- 4650 (SCALE IN FEET) -4650- _.._ ---1---- __- VERTICAL SCALE: 1"=5'-0" -- 58+00 59+00 60+00 61+00 62+00 63+00 64+00 ## OF## w CONSTRUCTION NOTES: a 1. SEE SIGNING AND STRIPING PLANS FOR ALL PROPOSED SIGNS AND PAVEMENT MARKINGS. a 2. SEE INTERSECTION DETAILS FOR TBC ELEVATIONS AND WARPING OF STREETS AT INTERSECTIONS. m 3. SEE STORM DRAINAGE PLANS FOR LOCATIONS AND ELEVATIONS OF ALL INLETS, STORM DRAINAGE PIPES AND MANHOLES. SEE PLANS BY OHTERS FOR 4. AT INTERSECTIONS W/FUTURE ROADS, EXTEND CONSTRUCTION TO EQUESTRIAN LANE AND RIATA ROAD END OF CURB RETURNS AND INSTALL ASPHALT HEADERS. a 0 (TYP 2 PLACES, THIS SHEET ONLY) Ln w uj 50 0 50 100 1 PEDESTRIAN RAMP 20' GRAVEL � ACCESS ROAD (SCALE IN FEET) CI-32 (TYP) LL K1 Q ^ N v z u o z o =w W W O Z J W 0 d EQUESTRIAN LANE a N d< - o w a o o a w W w w r FFJ m W w N r w m 2 I INTERSECTION DETAIL a z m z n w 2 INTERSECTION DETAIL ?c 0 3 C1-25 b CI-26 0 w _ O O O Y U W) � Q Cr W - w R ' I ' EQUESTRIAN AY N 4705 4705 Z W Q w 4700 -._- 4700 1 Q LU m v 4695 w N 4695 4 J aw m EXI� ING GROUNDLd ~ w I "" _" 4690 1 �................. . .... .................. +0.50% - - - ... _._.__ ._I . _. - -- --- ------ - �.__._ _._m m m a_...... L 4685 4685 '"_- PROFILE GRADE = FINISHED CENTERLINE r r n O I 1 1 I + co I ._w _.-_._ _ - - 4680 _._ ---___ 4680 _t _ _ wJ w w JZQ Q3Q QO wZ 4675 4675 -----------1 o 03 w W w 16 r NJ -I_ -- --� j------ 1 - --... w 9 4670 1 18+00 19+00 w I � I " j i 50 0 50 100 w N ____._ __...._.__._.____.__...I____ ..__._.__..__._ ..._. ..___--- _-__.-_- _ ---_—_.. +---- - ----.._.---.__�_.-___---- -- _.....__a .-------j___--.-.-+---- 4665 (SCALE IN FEET) SHEET -4665 - - - - I ._.._.__._ I } 1 HORIZONTAL SCALE: 1"=50' -0" 5 0 5 10 _ s _._ ______ -__-- --_ ___ ______1____-- _ C1 13 + + 17+00 4660 4660 (SCALE IN FEET) 10+00 11+00 12+00 13+00 14+00 IS 00 16 00 VERTICAL SCALE: I"=5' -O" ## OF## CONSTRUCTION NOTES: a 0 1. SEE SIGNING AND STRIPING PLANS FOR ALL PROPOSED SIGNS AND PAVEMENT MARKINGS. a CONSTRUCT 28' x 80' TEMP RARY a GRAVEL TURN-AROUND Ii, 2. SEE INTERSECTION DETAILS FOR TBC ELEVATIONS AND WARPING OF STREETS AT INTERSECTIONS. 12' GRAVEL ACCESS ROAD X'. 3. SEE STORM DRAINAGE PLANS FOR LOCATIONS AND ELEVATIONS OF STA.21+33.43 z ALL INLETS, STORM DRAINAGE PIPES AND MANHOLES. OFFSET 31.50' LT 2 INTERSECTION DE AIL TBC ELEV.=4,689.62 Z CI-26 - 4. AT INTERSECTIONS W/FUTURE ROADS, EXTEND CONSTRUCTION TO g o CULVERT INSTALLATION u END OF CURB RETURNS AND INSTALL ASPHALT HEADERS. > a N (TYP 3 PLACES, THIS SHEET ONLY) COB PEDESTRIAN RAMP STA.21+66.43 (SEE DETAIL BY OTHERS) Z +� OFFSET 31.50' LT 02529-8 Ld TBC ELEV.=4,689.75 'I o N ZS 7, O N N N Cl 3 N N N I N N Z N N OM M w CONSTRUCT TEMPORARY GRAVEL N TURN-AROUND, R= 38' M R=15' R=15' 8 ' Ii FUTURE ROAD No z W O z L)= EQUESTRIAN LANE N 89° 41 7 E a a s W w N W Z I d W O J Y 2 Y } COB DOUBLE GUTTER ' o J fD U Z m Ld cf =O H m N 0 J 02529 1 w PEDESTRIAN RAMP 1 w wo 3 w w J (TYP) CI-3'2 w X x Li COB ALLEY APPROACH r _- 02529-7 (TYP) a - w i - - I I 50 0 50 100 MIDDLE ALLEY ' (SCALE IN FEET) EQUESTRIAN LANE ROADWAY --- --- 4 70 4705 ._.. j I I II _ zo N W 4700 + LOW POINT STA.27+32.03 — 0 -- 4700 Q ___. - - - LOW POINT ELEV.4.690.3T . N 1 I - N In N l0 ! W m CL . > - - Z + a w A.D. 1 EXISTING GROUND w > _ ____ _- 439 w N -- _ ----- - 4695 K - 10 .-- 5 ....... ... ....... .......................................... ................. J ; FUTURE PROFILE m �( Z F- w 3.,00i D0 V z � w. } p0'!. w cn -0.50% +0.50% ..... . ...... ....... ........ ....... U _ _. ............................ ----- ---4690 ..... ....... .. +0i 54% I m ti m a Ln II Q Owl .., Ql a, 1 Q 6l _..... O O - O i_._- .. -.__.__-__ _ __.___... _ _� --- - +.so -m m ao v 468 4685 +-- < i- N v N v + w rl)O Lo N w PROFILE GRADE = FINISHED CENTERLINE wLLI ---- ! J ! (n W M Oi 0 W jCN > > ti > > - - 4680 --- --- -----� ---..__ . N = J � w W ----mco -- Q w.w - --- -4680 r Q 00 wow F- w Z N INSTALL 90 LF OF 36"N EQUIVALENT ----_ w Q r --- - ----- -- - m +o._- - i -- ARCH', RCP _(CLASS IV) �+w._ __ - - ---r --- t- 4675 Q 4675 --- - r- —� - N a (LENGTH INCLUDES FETS) W UJ ce INVERT IN=4,6�86. 1 1, 4�' RT C] INVERT OUT=4,685.21, 47 LT --- -- - - -- - _ - - - 4670 _.j -.._-- -__- -.. __._...-. - ~ � N 4 6 7 0 1---- j - -- ---- -t—--- ---- -- ----- - w LJJ O� N 3 1+00 32+00 w ,-- Ln 50 0 50 100 N -- - I _. - --- - .. .. .-+ -- -- ----- ---- - - 4665 (SCALE IN FEET) SHEET m - I ---- ) I_ t- ---- - -- I I 1 ; I I HORIZONTAL SCALE I"=50' -0" a 4665 ----- I iI. 5 0 5 10 I I I I ! Cl-14 ---------I----1--- --- --L------I _i. --- - ---- ---L ---1 ---- - ---- 4660 (SCALE IN FEET) 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 VERTICAL SCALE: 1 5' 0" ## OF## CONSTRUCTION NOTES: W a NOTE: I. SEE SIGNING AND STRIPING PLANS FOR ALL PROPOSED SIGNS AND PAVEMENT MARKINGS. a REMONUMENT /4 CORNER (#103) WITH TWO NEW REFERENCE MONUMENTS. 2. SEE INTERSECTION DETAILS FOR TBC ELEVATIONS AND WARPING REFERENCE MONUMENTS ARE TO BE SET TO THE NE AND NW OF THE EXISTING zo OF STREETS AT INTERSECTIONS. 'm I/4 CORNER. REGISTERED SURVEYOR THAT SETS THE REFERENCE MONUMENTS U 3. SEE STORM DRAINAGE PLANS FOR LOCATIONS AND ELEVATIONS OF SHALL FILE A CORNER RECORD WITH GALLATIN COUNTY FOR THIS CORNER. ui N ALL INLETS, STORM DRAINAGE PIPES AND MANHOLES. 4. AT INTERSECTIONS W/FUTURE ROADS, EXTEND CONSTRUCTION TO a, Q END OF CURB RETURNS AND INSTALL ASPHALT HEADERS. g WINTERSECTIONL 1 (TYP I PLACE, THIS SHEET ONLY) - > CI-24 > N ~ � Z d INTERSECTION DETAIL 1 Ln m CI-26 �_ ^ o m a MID-SECTION LINE r S I/4 CORNER SECTION 34 ----20 GRAVEL---- o z _ ACCESS ROAD z�, o z a - _ N 0° 20' 59" E FERGUSON AVENUE = 6: 1 TAPER (TYP) f m ¢o o a w w -------------- Vf w 0_ J Y W m 2 z 6] SEE ROUNDABOUT DETAILS ❑ z °' z w ALLEY APPROACH COB Q r z z w x CI-27 THRU CI-31 O 5- w 3 u > w (TYP) 02529-7 0 o a w PEDESTRIAN RAMP 1 d o 0 o Y u a m (TYP) CI-32 WEST ALLEY z o 0 a N m _ w w J � J W Q X w ¢ J (SCALE IN FEET) FERGUSON AVENUE ROADWAY - -- - - - - -._ - ... -.. - - --- 4 71 i w Q Q i Q w Z Z to W J .i 4705 - -.__-.. _-._----, -_-_ ____. __-_ -_-. _ ___._ Lu a_. - _o - ._. -- -- > 4705 w Q z j 0 J f - z a Q jw o v~i W _' N w o N 4700 o m in - -- i- ----- - m «1 - - -- -+- 4700 J 150 VCm K 89 0 a+o + 0 oti SO% N N V O Oo aD U -4695 -._. -- --- -- --- --, ---- --- -- - - -- ; -- 12aov -- - - --s� J - --- ------- - - --- 4 69 PROFILE GRADE -FINISHED CENTERLINE ++ i I ! I u w Lo N 0 w — > w CL � N d a w z z . -0.8I% ...... .....< ID .......... 4690 _._ z v o O N - o + m o m o M O W O mc� J - - -- Q 0 w + 1 O i I I I i + v trN EXISTING GROUND uj --- -- - 1_....-..__ __.. ._. w- - > > --._ i__ a v __ .--- -- - -' __._. - -- - 4685 w m m d >' - - Q or, N J U U O Z i O - N a O O O J D o O 4680 I N ~ + - 4------_ -_ -- - - ---- ------- --- --- -- ----- - 4 6 7 5 O -4675 ------ -- - ... t - - - -- -. -1-- - - - - - - - W 18+00 19+00 w 50 0 50 100 - 4670 _-_ ___- _ _.--- 4670 (SCALE IN FEET) SHEET m i HORIZONTAL SCALE: 1"=50' -0" C1-15 5 0 5 10 I I _..._..-_ _ _ ___ _..___ _ __ _ ._..__.1.__-- 1_ ___-- - -____._ _ _._ ____. _- _ __ _. _.___ __. __._. ____ ____._ _.---- --- 4665 4665 (SCALE IN FEET) 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+OOVERTICAL SCALE: 1"=5' -O" ##OF## 0 a Q r m r r Q ¢ 3 3 0 0 O O o ¢ x N w W � � � w 7 7 H H a Q O N I+l C Ul C I-S l0 t- m 01 O N N N N IN N IN N N IN K) Kl M MID-SECTION LINE ---------------------- w 1% 20' GRAVEL ACCESS ROAD ------- z z L FERGUSON AVENUE i 2 W J H J W W O Z U W =W W r• d w 2 W N Q H U d Q K � J Ln Qc oa W li w W --------------- W in ----------- --- -------- --- w a J> 2 J m U 2.mY W x H m 'AO TOP OF CUT lu i x z w m 3 -U (TYP) w ¢ ._ .wo p Y V i R - 50 0 50 100 (SCALE IN FEET) FERGUSON AVENUE ROADWAY N 4700 4700 I 1 I Z I i I I W 4695 _ 1 469 N - .... _ _.__..._. ._.._._. __._. W I � 5 � Q _- _- - __._.-- _. _ 4690 w W v) I I I m 1 L....................... I L........................... 0.8•I% ----- - -- .._-.. - ----- ----- - ..... - ----- ---I- w 4685 __ _ _ . EXISTING ,GROUND i "I' ..... i I I I I I 46so I I 1 I 4680 — i W JNISHED CENTERLINE' O n - Z O PROFILE GRADE - F' 0 81% j + 4675 4675 Q I . I � N co I zap 4670' I N O o t � -f- 3I+00 32 ~ 4665 - 1 - 1 _._...__... _._ r W -------- 4 ----- -- 50 0 50 100 ------- HORIZONTAL SCALE: 1"=50' -04660 4 1 4660 (SCALE IN FEET) SHEET o _ _ I 5 0 5 I0 ----- - --1----_ I_ C1-16 _ _.._-._.. 4655 (SCALE IN FEET) 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 VERTICAL SCALE: 1"=5' -O" ##OF## 0 NOTE: a a REMONUMENT I/q CORNER (#103) WITH TWO NEW REFERENCE MONUMENTS. REFERENCE MONUMENTS ARE TO BE SET TO THE SE AND SW OF THE EXISTING 'm I/q CORNER. REGISTERED SURVEYOR THAT SETS THE REFERENCE MONUMENTS SHALL FILE A CORNER RECORD WITH GALLATIN COUNTY FOR THIS CORNER. 35 0 C I/q CORNER SECTION 34 TOP OF CUT I nl B rn (TYR) v In I m " CI-5 M r I w 0 36 ----- ------- -------- I N w- FERGUSON AVENUE z U MID-SECTION LINE I o z o I z U w J aD W O o- ------ ----_-_---------_-_ R=15' I I MID SECTION LINE ¢o o a w w 1 I I a r J m U Z m N r W U W H m !n o 20' GRAVEL ACCESS ROAD I I I ~0 w z w Y I 100 FT. CONSTRUCTION PERMIT o a w J U ~ J W U a 38 w o I 50 0 50 100 I (SCALE IN FEET) FERGUSON AVENUE ROADWAY ---4700 _ r I I 1 I I I i O Z Lu - -- L.--4695 % --- — LLJ i ._ . _.. 4695CL Lu j > W 7 --4690 a z 4690 J m 4685 ---- _ - {- - _ - - ---- I 5 0 NI ' PROFILE GRADE FINISHED CENTERLINE .. + Lu a w CN +3.00/ v~ w Z O 4675 - - W __ - - 467 , I ...................�.............................. 5 a3M �. 4670 {---- ------ I - -- -- m - Z EXISTING GROUND ------ o ---- i_._ 4670 Q O 0 N O � O 4665 -- -------- ----- " v = --1 --- - -- -- - ~ LL w W w W M I W 50 0 50 100 v 4660 _ -- 4660 (SCALE IN FEET) SHEET 9 HORIZONTAL SCALE: I"=50' -0" j j 5 0 5 10Cl-1 7 4655 - -- - - --- - .__--__1_ _._-._-._. ---- ---- -._.__ 1 - _t - - - -- 4 5 5 __._. _ .__..__ _._ 6 (SCALE IN FEET) 32+00 33+00 34+00 35+00 36+00 37+00 VERTICAL SCALE 1"=5' -0" ##OF## i CONSTRUCTION NOTES: I. SEE SIGNING AND STRIPING PLANS FOR ALL PROPOSED SIGNS w - AND PAVEMENT MARKINGS. a 2. SEE INTERSECTION DETAILS FOR TBC ELEVATIONS AND WARPING V) OF STREETS AT INTERSECTIONS. m w a z 3. SEE STORM DRAINAGE PLANS FOR LOCATIONS AND ELEVATIONS OF ALL INLETS, STORM DRAINAGE PIPES AND MANHOLES. � � J m j i a 4. AT INTERSECTIONS W/FUTURE ROADS, EXTEND CONSTRUCTION TO z END OF CURB RETURNS AND INSTALL ASPHALT HEADERS. g EAST ALLEY m n COB ALLE APPROACH (TYP 1 PLACE, THIS SHEET ONLY) rCOB p 02529-7 (TYP) j 0 INTERSECTION DETAIL 2 A INTERSECTION DETAIL 2 C o N CI-24 u, CI-4 - 00 C1-26 m CI-5 O i N g r GA 12' GRAVEL ACCESS ROAD " N o z LLATIN GREEN J $ z o _ W N o m w o z ! N 0' 18' 30" W ------------------ ------- w a s =z --------- w a o o a c0 li ' i w j J w j -- n. 01 CONSTRUCT 28' x 80' TEMPORARY =o cc r w INTERSECTION DETAIL I GRAVEL TURN-AROUND w w =m z o z hr a C I-2 3 0 3 c� NEW BED & BREAKFAST PEDESTRIAN RAMP I �p �p Y U (TYP) CI-32 x cc 50 0 50 loo (SCALE IN FEET) GALLATIN GREEN ROADWAY Ln 4715 1. .. . ...._,..,. ._._..._ _._,i. _._-.._. . . r_.._.-. .. __ _ _.'. 4715 Z �.__ O Q — Q N W Lu _ _. 4710 Q 4710 _ _ , O - N j I y O O o' j = m CL � I N mom m � Ill 4705 I. ._ to -+ v _ f--- - --- -- ' ---_.- -i 4705 w N 1 > U a w w w j m > rJww m m N W > > W W 0. 75% I , ` -...�...- _.-... .. -- . _._..._I ._...... 4700 w z o ......... Www o _ i I a z W m I PROFILE GRADE - FINISHED CENTERLINE am^ I. 75 __ r v o w A.D. I 01 4695 4695 _ __wFP o o - -w. «i SS 689 LLn -- - a w w 0 J - a K 50 50 VC O !I m I .........., i LJJ � m I J Q > �w J o w EXISTING G LJJ + r o J m J ROUND -�- -II w t.._. _ - -- N 4690 -o __... __._.__._ _- 5 469 O a i z � 0 3 v J Z Q ~ W J N �o w Z +O w I z t0 - 4685 �Q I _ � j . � 4685 Q 00 ¢ I w m - w I W g 0 N N a I i J i Ow0wv . . _.. _.... .___.... . !. , I --..----'--- Ow n - Q + --- ....... - ------ -------- 4680 O . .4680 I --- _ v� 19+00 20+00 50 0 50 100 V) + mmomw me_.__ --- 1-- - --.�--.. _ ._. --._. __'. - - ..._. _ - ---- -- -I---- ---- .__.-------- -I _.. 4675 (SCALE IN FEET) SHEET 4675 -i - rt j HORIZONTAL SCALE I"=50' -0° ~ N 5 0 5 10 CI-1Q V _._-.._-.._ ____.__ ___ _ _I___.___.._..__ ____.____ L_.__-.._.. _.�_-__._..-._ .._II__.____.___1.._._-- _-...-_-___..___, I 4670 4670 (SCALE IN FEET) - 10+00 11+00 12+00 13+00 14+00 I5+00 16+00 17+00 18+00 VERTICAL SCALE: I"=5' -0" ##OF## F 0 i a a r } r ¢ 3 m ¢ ¢ ¢ O O O x cr W w W � � Z W F 0 N V- :D li W w w C O N M V GI-5 N N N coN M — N M M N N N N Vf 12' GRAVEL ACCESS ROAD ------------------------ z -- "--------- GALLATIN GREEN i 0 0 0 p W ~N_ N 0° 18' 03" W _ a-- ------- w_ WN ¢p O o ---------------------------------------- ------------- ----------------------------------------------------- ' TOP d td�LL OF CUT w m N r w f° (TYP) �w -0d zw Z W Z W Y N ¢ W CONSTRUCTII2' GRAVEL ACCESS ROAD FROM END OF GALLATIN GREEN TO DEAD MAN'S GULCH. USE SANITARY SEWER ALIGNMENT AS CENTERLINE AND RIM ELEVATIONS FOR PROFILE GRADE. r 50 0 50 100 (SCALE IN FEET) GALLATIN GREEN ROADWAY N 7 _..,._.. _...-_. .._. _ __ 4735 Z 0 4735 _ ..._._.. — A D. 0.87 ------ !L N W K = 58 Q i _..._._-_-.. 4730 4730 -50' VC. - j i W co CL o -0' 88% ! ' I' tn EXISTING GROUND I ___._ i_ __.. 472 N .� f 5 w 4725 ............ _ m i v r- + D pO 00 O .................................................. — O Ol • ...................................................................1 lf) 00 O to ,f1 1p +.............................................. w .._i..... W I o + .L.... ~ - - + _. - - ------i._ _.-_..-i- 4720 - ---- .... . W WU _ .... .. ......__..- _ N v a m :.-..:i......................L... 0 88% a + �o - �.y.vo w PROFILE +3.00% ¢ .........- tnlw m ¢ > > > LE GRADE, FINISHE ... ... m w U - D CENTERLINE— w w 4715 i..- O 4715 f p N zLu �. ro ° W + _ 4 7 10 -I 4710 Qcy) a > � W Z ID n ' { 4 705 H Q Q 4705 j j IJ G j }_ r --- .. -- - -- - -. _-. 4700 ---- i-- --- -- ----- 0 N I 50 0 50 100 a 4695 (SCALE IN FEET) SHE ET HORIZONTAL SCALE 1"=50' -0" -4695 _... � 5 0 5 10 Cl-19 4690 I____ _ )_ _.._1_ _._..___ .�_._._ .__.__ ._..__.. _�_--.--.. ._.__�_.._ _.._-.__.�.. . .._..___..�.._.-_ _._ �..------_�_._.._-- ------_-- ..--'--_-_._-- _--.. ...L.._.._.._ _ 4690 (SCALE IN FEET) 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 VERTICAL SCALE I"=5' -0" ##OF## CONSTRUCTION NOTES: a I. SEE SIGNING AND STRIPING PLANS FOR ALL PROPOSED SIGNS AND PAVEMENT MARKINGS. 0- 2. SEE INTERSECTION DETAILS FOR TBC ELEVATIONS AND WARPING w OF STREETS AT INTERSECTIONS. m z 3. SEE STORM DRAINAGE PLANS FOR LOCATIONS AND ELEVATIONS OF > ALL INLETS, STORM DRAINAGE PIPES AND MANHOLES. Q O 4. AT IN W/FUTURE ROADS, EXTEND CONSTRUCTION TO a Ln END OF CURB RETURNS AND INSTALL ASPHALT HEADERS. o + Q (TYP I PLACE, THIS SHEET ONLY) J 2 INTERSECTION DETAIL - z a CI-25 0 w in m O N M V In lD i aD D1 N N N N R=15.50' (TBC) CI-2 j •T N ".. O Z O N U O 0 18,' 03" W LASSO AV FUTURE ROAD J ao w o Z �w �o � w _J <O O a J LL w W W Q d Z w Q ! PEDESTRIAN RAMP 1 J m r w m 2 INTERSECTION DETAIL w =o � � (TYP) C1-32 w 7:w �00 zw 1 CI-23 0 a m mom-' 03 wiu 4 J w ¢ 2 m Q � w ¢O O O Y U (N w O m W I 50 0 50 100 (SCALE IN FEET) LASSO AVENUE ROADWAY 4710 _ - 4710 Z r 00 _ Q W N W --- --- 4705 Lo � � Q LIJ 4700 W � N '.. - Q H m m d w > > M L) W w 1 -4695 - - .. f---.._.. . - �.- ..:. _ -- - .._c.�. ---j--- ------ - ---------._ 469 Lu ...... 0 7 XISTIN ROUND E GIG I I ................ . ) a > 'i I --- -.._- I - a ......... aw wy ....... 4690+3 00l "' 0 --- A.D. 0.91 4%469 w ; 3.00%SSD 752'I > m I Q -0 K = 55 ...... ....................................... Z + vNoN v 50' VC 0 84% __.J 04 i > i ...�..... ,..•.,..1.. -4685 _ ,.. .._a w _ _. __..�.._._...._..._.._. _..___ fi..._.._... _._ __ _ 4685 � CV J w PROFILE GRADE = FINISHED CENTERLINE n Ln n ,n W Q w m (D m m 0000 ! FUTURE PROFILE GRADE 4680 to v ._ _ _.� ___._ _ �._-_..._ !__ 4680 O M Q > O rw rw W Q > N CA7 } w w I N _ 4675 ,_."__. _. - __r_ - --� -. .. - ------ - ---_r--- — -- - - -- ---- - ---21+00-_-._.1..----..._.+ _o. 467 + I _. t- 5 Lu Lu F 22 0 50 0 50 100 w 9 -4670 -)--_._- _.__ .._ ___._ -- ---+- 4670 (SCALE IN FEET) SHEET I 'I HORIZONTAL SCALE: 1"=50' -0' L._..._ i 5 0 5 10 C1-2 O i 4665 4665 0+00 I1+00 12+00 13+00 14+00 I5+00 16!. -- ._ (SCALE IN FEET] +00 17+00 18+00 19+00 20+00 VERTICAL SCALE: I"=5' -0" ## OF## CONSTRUCTION NOTES: I. TRANSITION ALLEY CROSS-SLOPE FROM 3% INVERTED CROWN TO 2" o INVERTED ALLEY APPROACH WITHIN 25 FT. FROM BACK OF SIDEWALK. U 2. BACK OF SIDEWALK ELEVATION SHOWN ON PROFILE IS TO INVERT OF a EQUESTRIAN LANE ALLEY APPROACH AT BACK OF SIDEWALK. SEE ALLEY APPROACH DETAIL FOR CONSTRUCTION OF ALLEY APPROACH. m Lu 3. SEE SIGNING AND STRIPING PLANS FOR ALL PROPOSED SIGNS w } AND PAVEMENT MARKINGS. w z ~ J w J 4. SEE STORM DRAINAGE PLANS FOR LOCATIONS AND ELEVATIONS OF w zz J a ALL INLETS, STORM DRAINAGE PIPES AND MANHOLES. - - w a n - . .. - _ r STA. I 0+00.00 ' 29 E-3129.67 6 CIg 4 N " NT5715+09.00 E=3127.57 o N M N R=IS' B _ (TYP) STA. 10+00.00 C 1_4 Hill N=5492.33 STA°-.13+73 61 E=2755. 13 w N=5494 29 o z N 0° 18' 03" W EAST ALLEY E=3128.13 N 0 0 z w MIDDLE ALLEY J w °D w a w Z J Q I Q O O d W li COB ALLEY APPROACH J N 89° 41 57 E ' 02529-7 (TYP 2 PLCS) a cr Lu j c=i w m vwi o _ w (TYP Z w J ,q* J H wo 3 w u - - ------GALLAT-IN GREEN- I BOSAL STREET: 50 0 50 100 (SCALE IN FEET) EAST ALLEY MIDDLE ALLEY - 4720 ___.__ _--__.. Ln I I 4 72 II i I �i i ------ 04 7 1 5i 4715 1 i o 4715 j I----- ----- 1 1 ♦� W --------- ---------T- 4715 W — >- 471 Oa N N a WI!1 GN_o WF o 00 oo o N ___ Y Y i 4710- -4705 —W o - - rv01__ o ° N j - n 0 -T 4705 w co J 3 O m - a Lo j O O O m I 1 wi ! O O O H - Q M y 4705 -.. mm o - ^ ov o a om om - QI J Nw � � __ _... I� O l0 - t0 I IN w > U U j U - m �. + 0 ----- - -- ---- -- --4 7 05 4 7 00 -. --- c v �_ > > d w d ¢ w -- w o v -- m- --- o --- - > _- > PROFILE GRADE > > - - - +�+ -- w w -. .� w-N N w - -- - 4700 -j ....r- +- +- --I _ cc] ° o - o v o v a wCL w > m FINISHED CENTERLINE -0-50% vLn N W > > > J Oa, --. t In N w IN w 1.__.____-_ ______ __._1.. _m m_ __._-.___ i .._ 1 _. -4700 a w � � _, o o_ _4700 -4695 -±-- � ---- - -- -- ---- t '(9/__ _ ,... ............................................ I > > EXISTING GROUND ti { - --- - 4695 w w ....... -b•50% M I HIGH POINT STA. 12+83.81 1 j w__-.� _ EXISTING GROUND HIGH POINT ELEV.4,696.61 j A.D. - 2. 17 - 4695 --4690 _ _ _ - OOZ _._._. _ _._._._. W A.6. = 2.29 -- -- 4690 f3 ...... SSD 350' J Q 1 SSD - 367' 2 6Iy, j K 52 j _j 1 -4690 - -- - K 55 _.. 1 120 VC Q W{ T---- - 120 VC 4690 4685 - - - ----- T ---- -- -�__..------ ----- --- -- -- 44685 1N F� 1 PR FILE GRADE 1 w Q �_ - -.-.,. - NTERL INE J W I F I: ISHED CE --- — -- - --- ----- I------ -- - 4 68 5 4680 - - ----- 1--- --- - -- ---------- 4685 -� - -- 1 r--- I L-- - I- 680 � I 14+00 15+00 w �____._ 1.__. � I --I---- --{ 50 0 50 100 � - -_ ------ - --- {--- ---� -------I------ I-4680 _-4675 '--- L- - ---; .. ---- - -__- I----- 1--- _- - --- -- --_ � 4675 (SCALE I FEET) SHEET C LE N E HORIZONTAL SCALE 1"=50' -0" j 5 10 4675 1 .._.._---�---- L---__ _.._..--� --------- ---- - 4675 4670 - L..__. --'--- _.; ... --- --- --- - -- Cl-21 5 0 4670 (SCALE IN FEET) 10+00 11+00 12+00 13+00 14+00 10+00 11+00 12+00 13+00 VERTICAL SCALE 1"=5'-0" ## OF## CONSTRUCTION NOTES: a w - - -- w I. TRANSITION ALLEY CROSS-SLOPE FROM 37 INVERTED CROWN TO 2" J F J INVERTED ALLEY APPROACH WITHIN 25 FT. FROM BACK OF SIDEWALK. Ld z_ - r F STA. 15+95.90 2. BACK OF SIDEWALK ELEVATION SHOWN ON PROFILE IS TO INVERT OF Q w V) - w 119 ALLEY APPROACH AT BACK OF SIDEWALK. SEE ALLEY APPROACH r Q Ld w E=3109.01 DETAIL FOR CONSTRUCTION OF ALLEY APPROACH. ° 0 3. SEE SIGNING AND STRIPING PLANS FOR ALL PROPOSED SIGNS CD �' AND PAVEMENT MARKINGS. w -BOSAL STREET 4. SEE STORM DRAINAGE PLANS FOR LOCATIONS AND ELEVATIONS OF o JE ALL INLETS, STORM DRAINAGE PIPES AND MANHOLES.FERGUSON AVENUE - : �N fn A. 10+00.00 B B183.68 CI 4 ISCI-4 632.07 0 ` CURVE #1 STA. 10+00.00 SOUTH ALLEY z N=5313.33 WEST ALLEY NT5713A. +33 00.00 Z o FRAD URVE DATA #1 E=2756.07 E=2753.97 = z J W O W W O N 89° 41' 57" E 14+52.63 N 0° 18' 03" WaPI COORDINATES 14+77.63Z N=5186. 19 14+91.90 �ALLEY APPROACH C08 1 09.69 IUS= 25.00' N RTYP) a a a TYP) 02529-7 - Q J COB ALLEY APPROACH m w N r w m a L= 39.27' --o = 0 02529 7 (TYP) w z m z w <.. O 3 w Y Ln © - - BAXTER LANE P P J { 50 0 50 I00 (SCALE IN FEET) SOUTH ALLEY WEST ALLEY 4720 ____ _ _ __ N _ -_ 4720.. _...4715 --- - - _ - ,_..---. 4715 p Z i - 4715 J ' W O Lu f i ' I Q 4715 4710 __. ' w __._---4710 < N Q w I g ! ' I ♦� T Y O N 2 J N Y i I m O a W 4710 ---4710. .-4705 - -- m- - -- - --- ---- o - -- 470 w N gI o — 5 QQQ W li O m p ro O 07 N O M ,� o] N h m Y M m V ol O N lD M nj O m I F-- -4705 - -- = --- I -- - + _, + - o m m c ---- ---- - - - -� -- Q -- - c_. µ- - 4705 4700 I- -- ---- oar --- + Lo -f-iO- -p+o - -- -- -m- - - - - -1- 4700uj O N W N W W W Lfl V' I j H Q N O m j d' V' OMl U U > J > > > U Vh > ^ Q O j € 13TINGfR UND d w W w a - ----' - _w. > > J N W EXISTING GROUND m ICJ in co H J - 4700 p j - 4700 - 4695 } --- - - - --- - -w --- - -m.c 4695 L.. 1. N q1% 50/ I +1 .............. ........... -- - 0/ _ -' 0 vi w -4695 rt -- -4695 --4690 ...i _ ----- -- --._ --- --- W HIGH POINT E I i _ _ _ _ TA. 1 4+1 1.05 1 469 A D 12 SSD -+587 4 0 Q W 469 P' LEV.4,698.45 I K 81 HI J ♦OFILE GRADE._ .___--- I. A.D. - 2.4I ---- _------- 100'' VC PROFILE GRADE= -4690- -4685 __ __r FINISHED CENTERLINE SSD = 341' __.__ _._ FINISHED CENTERLINE --- -- I- -i 4685 ~ FI K 54 j W 130 VC I -4685----- ---- -- 4685 4680 - -- - F tN - +--- ----- i . .--... --- -- r- --- i-. .. ---- - - j---- - -- - - - -- - -- -- -- - 4680 I LLLL i i 14+00 15+00 w 50 0 50 100 Ln -- -- .. r-- --- -. --I----- f-- -- -- --- - --- 4680 4675 ry � - — - - - I I - ! -;- ----- -' 4675 (SCALE IN FEET) SHEET HORIZONTAL SCALE: 1"=50' -0" m 4675 -- ---__1.._ --I - 1 - - _ _.. 5 0 5 10 I I I -1- ._._ 4675 - 4670 I0+00 - I I+00 - ___ ._.._..__.___ _ Cl-22 ___ _. _ _ --�------ -__- -----___.�.__----�--- _.._ ! 4670 (SCALE IN FEET) 10+00 11+00 12+00 13+00 14+00 15+00 16+00 12+00 13+00 VERTICAL SCALE: 1"=5' -0" ## OF## i F 0 a a 2 m 1 INTERSECTION OF BOSAL STREET INTERSECTION OF BAXTER LANE & LASSO AVENUE Cl-9, C1-20 & GALLATIN GREEN Cl-7, Cl-1 z 0 20 0 20 40 40 6 20 0 20 (SCALE IN FEET) � N (SCALE IN FEET) 5 9 DIRECTION OF DRAINAGE 12 z 4 �� I I 10 a o O R=1 5' Z V) J W ti W W ��DIRECTION OF DRAINAGE N a < Ld Ld 14 13 12 I d - LL� J a o o a m (A N W Z W w z p a a O Q J h > J r J r �. > J - W m W Z [1] V) W < W S o 2 m Vf O Z a CD < O = z Y K J 8 3 U 5 F- N V) 75' TRANSITION v a w BOSAL STREET wa o Y V) 6 7 n CROSS SLOPE VARIES Ln N o O r- � R=15' (TYP) u R=15' (T P) 12+79.33 LASSO AVENUE-_------ 1 � 3 � 4 10+00.00 BOSAL STREET q R=1 5' 7 8 9 10 a s 3 - - BAXTER LANE 2 I N 3Z bo - N Lu N W m d 42+77.77 BAXTER LA E W _ N 10+00.00 GALLATIN GREEN J ~ coNOTES: ALL TBC RADII ARE 35' UNLESS SHOWN OTHERWISE. MAINTAIN LASSO AVENUE CROWN THROUGH INTERSECTION. w NOTE: MAINTAIN BAXTER LANE CROWN THROUGH INTERSECTION. DATA TABLE d DATA TABLE POINT STATION OFFSET TBC DESCRIPTION POINT TBC DESCRIPTION NO, ELEVATION N STATION OFFSET J NO. ELEVATION LASSO AVENUE Q BAXTER LANE I 12+27. 13 +15.50 4693.62 PC Iy I 42+20.27 -25.00 4701.34 PC 2 12+40.73 +12.75 4693.55 PRC 2 42+70.27 -25.00 4701.40 PC 3 12+54.33 +10.00 4693.48 PCC 3 42+85.27 -25.00 4701.34 PC q 13+04.33 +10.00 4692.99 PCC Z 4 43+35.27 -25.00 4701.01 PC 5 13+17.93 +12.75 4692. PRC O GALLATIN GREEN 6 13+31.53 +15.50 4692.38 1 PT 5 10+40.00 -42.50 4701.04 PT BOSAL STREET V 6 10+40.00 -22.50 4701. 10 PT 7 10+25V-- +10.00 4693. 18 PCC w N +22.50 4701.04 PT +12.75 4693.02 PRC J 7 10+40.00 8 10+38 ~ f� 8 10+40.00 +42.50 4700.71 PT 9 10+52 +15.50 4692.86 PT ~ Lld 9 0+99.50 +g2.50 4699.46 POT +15.50 4692.50 POT ~ H 10 10+84 Z 10 0+99.50 +22.50 4700. I POT POT LL I I 1 0+84 -15.50 4692.50 x 1 I 10+99.50 -22.50 4700. 12 POT 12 10+52 -15.50 4692.86 PT 12 10+99.50 -42.50 4699.46 POT 13 10+38.60 12.75 4693.02 PRC SHEET 14 10+25.00 -1 0.00 4693. 18 PCC C1-23 ## OF## W Q O INTERSECTION OF BOSAL STREET 1 INTERSECTION OF BOSAL STREET 2 & FERGUSON AVENUE 0-9 C1-15 & GALLATIN GREEN 0-9, C1-18 0 20 0 20 40 20 0 20 40 > (SCALE IN FEET) (SCALE IN FEET) 19 20 z �DIRECTION OF DRAINAGE w DIRECTION OF DRAINAGE N 12+59. 18 BOSAL STREET I6 > 21 12+80.02 FERGUSON AVENUE a z z 17 j 22 9 < N Z o J O J O O CL' ¢ N U Q Z W 0J m W O R=20 �` =20� o' a a -¢ - a o o a m W R--1 5' 10 13 5 6 7 6 10 II 12 w II 12 a J m J Z a0 12+80.00 GALLATIN GREEN 18 = w m vwi o �+86. 00 BOSAL STREET z �z w x ~ � R=15' � �v�-i Ma � w 75' TRANSITION _�_ 75' TRAN IT ION CROSS SLOPE VARIES CROSS SLOPE VARIES BOSAL STREET 75' TRANSITION _ BOSAL STREET CRO55 SLOPE VARIES R=15' I6 15 4 3 2 I 16 15 14 13 4 3 2 I 17 14 R=20' R=20' R=15' I6 N 26 23 0 Z 00 - 2T 24 <W N W in < _ 26 25 W m O.. N � 00 NOTE: MAINTAIN FERGUSON AVENUE CROWN THROUGH INTERSECTION. w ALL TBC RADIIARE 35' UNLESS SHOWN OTHERWISE. 0 0 fL a DATA TABLE NOTE: MAINTAIN GALLATIN GREEN CROWN THROUGH INTERSECTION. N ALL TBC RADIIARE 35' UNLESS NOTED OTHERWISE. J POINT STATION OFFSET TBC DESCRIPTION POINT STATION OFFSET TBC DESCRIPTION NO. ELEVATION NO. ELEVATION DATA TABLE Lu BOSAL STREET FERGUSON AVENUE 1 12+21.84 +10.00 4692. 12 PCC 17 13+09.60 E20. 4691.79 PCC 2 12+08.24 +12.75 4692.00 PRC 18 13+24.86 4691.56 PRC POINT STATION OFFSET TBC DESCRIPTION POINT STATION OFFSET TBC DESCRIPTION Z 3 11+94.64 +15.50 4691.88 PC 19 13+40. 11 4691.34 PT No. ELEVATION No. ELEVATION 0 4 11+67.50 +I5.50 4692.02 POT 20 13+41. 12 4691.33 PT BOSAL STREET GALLATIN GREEN5 11+67.85 -I5.50 4692.02 POT 21 13+25.87 4691.56 PRC 1 18+28.50 +10.00 4697.90 PCC 9 13+05.00 -42.50 4697.92 PT6 11+95.32 -15.50 4691.83 PC 22 13+10.21 4691.79 PCC 2 18+14.90 +12.75 4697.75 PRC 10 13+07.50 -22.50 4698.56 1 PT w W 7 1 12+08.92 -12.75 4691.95 PRC 23 12+50.44 +17.00 1 4692.52 PCC 3 18+01.30 +15.50 4697.60 PC 1 1 12+92.50 -7.50 4699. 14 PC 1 2+22.52 -1 0.00 4692.07 PCC 24 1 2+35. 17 +20.50 4692.43 PRC 4 1 7+69.00 +15.50 4697.26 POT 12 12+92.50 +7.50 4699. 14 PC Lu V1I 12+96.52 -1 0.00 4692.29 PCC 25 1 2+1 9.73 +24.00 4692.35 PC 5 1 7+69.00 -1 5.50 4697.26 POT 13 1 3+07.50 +22.50 4698.56 PT w H y 13+10. 12 -12.75 4692.22 PRC 26 12+18.91 -24.00 4692.36 PC 6 18+01.30 -15.50 4697.45 PC 14 12+52.50 +22.50 4698.98 PC w Z 1 3+23.72 -1 5.50 4692. 15 PT 27 12+34. 17 -20.50 4692.44 PRC 7 1 8+1 4.90 -1 2.75 4697.54 PRC 15 12+67.50 +7.50 4699.32 PT ^ s 13+50.86 -15.50 4692.80 POT 28 12+49.82 -17.00 4692.52 PCC 8 18+28.50 -10.00 4697.62 PCC 16 12+67.50 -T.50 4699.32 PT13+50.51 +15.50 4692.79 POT 17 12+52.50 -22.50 4698.98 PC SHEET 14 13+23.04 +15.50 4692. 18 PT 18 12+55.02 -42.50 4698.30 PC 15 13+09.44 +12.75 4692.25 PRC e Cl-24 16 12+95.84 +10.00 1 4692.32 1 PCC ## OF## 0 0- a FF INTERSECTION OF EQUESTRIAN LANE m & LASSO AVENUE C1-13, C1-20 Z 0 N 20 0 20 40 15+75.07 EQUESTRIAN LANE _ (SCALE IN FEET) 16+79.33 LASSO AVENUE N ,,--DIRECTION OF DRAINAGE 14 15 N Z U O � 13 16 m w o z J W W R=15' R=15' ¢o o a m 4 5 6 7 8 9 w a J r J r J O] J Z ID U W U m N� Z W tz m 3 V EQUESTRIAN LANE - - u - w z cr 3 2 I g > I2 II 10 0 w R=15' a a R=15' c J 24 ~ �' vNi 17 VI 23 u IB Z 22 19 o O W N W 21 Z 20 CQ � w a t� a a co J � U W NOTE: MAINTAIN,EOUESTRIAN LANE CROWN THROUGH INTERSECTION. U ALL TBC RADII ARE 35' UNLESS SHOWN OTHERWISE. d DATA TABLE V) J POINT STATION OFFSET TBC DESCRIPTION SIN STATION OFFSET TBC DESCRIPTION NO. ELEVATION NO. ELEVATION W EQUESTRIAN LANE LASSO AVENUE 1 1 5+49.07 +1 I.00 4687. 11 PCC 13 1 7+05.33 -1 I.00 4686.99 PCC Z 2 15+35.47 +13.75 4686.96 PRC 14 17+17.68 -13.25 4686.78 PRC O 3 15+21.87 +16.50 4686.80 PC 15 17+17.68 +13.25 4686.83 PRC 4 1 5+21.87 -16.50 4686.80 PC 16 1 7+05.33 +1 1.00 4687. 18 PCC 5 15+35.47 -13.75 4686.96 PRC 17 15+53.33 +11.00 4687.64 PCC w W 6 15+g9.07 -11.00 4687. 11 PCC 18 16+40.99 +13.25 4687.57 PRC N 7 16+01.07 -11.00 4687.48 PCC 19 16+28.64 +15.50 4687.50 PC fY 8 16+14.67 -13.75 4687.41 PRC 20 15+93.83 +I5.50 4688.06 POT F- W F- 9 16+28.27 -16.50 4687.34 PT 21 15+93.83 -1 5.50 4688.06 POT = Z 1 0 16+28.27 +16.50 4687.34 PT 22 16+28.64 -1 5.50 4687.68 PC I I 16+14.67 +13.75 4687.41 PRC 23 16+40.99 -13.25 4687.54 PRC 12 16+01.07 +1 1.00 4687.48 1 PCC 24 16+53.33 -11.00 4687.41 PCC SHEET 0-25 ##OF## W Q �� d INTERSECTION OF EQUESTRIAN LANE & 1 INTERSECTION OF EQUESTRIAN LANE ( 1 Q FERGUSON AVENUE C1-13, C1-15 & GALLATIN GREEN 0-14, C1-18 0 20 0 20 40 20 0 20 40 immilli (SCALE IN FEET) 24+61.07 EQUESTRIAN LANE= (SCALE IN FEET) 16+80.00 GALLATIN GREEN 16+80.07 FERGUSON AVENUE= --DIRECTION OF DRAINAGE f-DIRECTION Of DRAINAGE 18+38.79 EQUES RIAN LANE 18 20 24 25 24 26 17 26 o z o 23 25 R=15' R=15' oN 0o w o z J W w O W 8 3 5 6 T 8 21 22 9 10 II 12 a o o a m LL 7 14 W R=20' a 6 R=20' 15 R=15' z m 5 16 t:m z w 75' TRANSITION _ �_ 75 TRANSITION CROSS SLOPE VARIES I� CR�-& OSS SLOPE VARIES Y U EQUESTRIAN LANE 75' TRANSITION 75' TRANSITION R=15' EQUESTRIAN LANE r CROSS SLOPE VARIES CROSS SLOPE VARI S 4 3 Rl 130 29 16 15 14 13 R=15'z 27 w w I 12 31 c�a 28 R=20' z 2 R=20' 11 r N 3 3 10 w a O Z w 22 4 (a-/ 9 o O B Q 21 W N N 11 0 20 m w LL N � 00 r w W NOTE: MAINTAIN FERGUSON AVENUE CROWN THROUGH INTERSECTION. NOTE: MAINTAIN GALLATIN GREEN CROWN THROUGH INTERSECTION. 0 ALL TBC RADIIARE 35' UNLESS SHOWN OTHERWISE. ALL TBC RADIIARE 35' UNLESS SHOWN OTHERWISE. d DATA TABLE DATA TABLE J POINT STATION OFFSET TBC DESCRIPTION POINT STATION OFFSET TBC DESCRIPTION POINT STATION OFFSET TBC DESCRIPTION POINT STATION OFFSET TBC DESCRIPTION NO. ELEVATION NO. ELEVATION P1O• ELEVATION NO. ELEVATION LLI EQUESTRIAN LANE FERGUSON AVENUE EQUESTRIAN LANE GALLATIN GREEN 1 17+47. 10 +16.50 4687.94 POT 17 16+18. 11 -24.00 4689.08 PC 1 24+03.57 +11.00 4691.76 PCC 17 17+06.00 -42.50 4691.36 PT 2 17+74.24 +16.50 4688.36 PC 18 16+33.37 -20.50 4689. 16 PRC 2 23+89.97 +13.75 4691.57 PRC 18 17+11.50 -42.50 4691.26 POT Z 3 17+87.84 +13.75 4688.55 PRC 19 16+48.85 -17.00 4689.24 PCC 3 23+76.37 +16.50 4691.38 PC 19 17+1 1.50 -22.50 4691.92 POT Q 4 18+01.44 +11.00 4688.74 PCC 20 16+18.95 +24.00 4689.08 PC 4 23+44.07 +16.50 4690.94 POT 20 17+07.50 -22.50 4692.00 PT 5 1 7+47.47 -16.50 4687.94 POT 21 1 6+34.21 +20.50 4689. 16 PRC 5 23+44.07 -16.50 4690.94 POT 21 16+92.50 -7.50 4692.70 PC V Lu 6 1 7+74.94 -16.50 4688. 16 PC 22 1 6+49.46 +1 7.00 4689.24 PCC 6 23+76.37 -16.50 4691.23 PC 22 16+92.50 +7.50 4692.70 PC N 7 1 1 7+88.54 -1 3.75 4688.26 1 PRC 23 17+1 0.63 -1 7.00 4688.55 PCC 7 23+89.97 -13.75 4691.35 PRC 23 1 7+07.50 +22.50 4692.00 PT t Ie 8 1 8+02. 14 -1 1.00 4688.37 PCC 24 1 7+25.88 -20.50 4688.32 PRC 8 24+03.57 -1 1.00 4691.48 PCC 24 1 7+1 1.50 +22.50 4691.92 POT LLI r � 9 18+75.44 +11.00 4688.74 PCC 25 17+11.24 +17.00 4688.55 PCC 9 25+18.57 -11.00 4691.48 PCC 25 17+11.50 +42.50 4691.26 POT Z w 10 18+89.04 +13.75 4688.65 PRC 26 17+26.89 +20.50 4688.32 PRC 10 25+32. 17 -13.75 4691.36' PRC 26 17+06.00 +42.50 4691.36 PT v 11 19+02.64 +16.50 4688.56 PT 11 25+45.77 -16.50 4691.24 PT 27 16+54.00 +42.50 4692.26 PC 12 19+30. 11 +16.50 4688.70 POT 1 12 25+78.07 -16.50 4690.96 POT 28 16+52.50 +22.50 4692.96 PC SHEET 9 13 18+76. 15 1 -11.00 4688.74 PCC 13 25+78.07 +16.50 1 4690.96 POT 29 16+67.50 +7.50 4693. 14 PT 14 18+89.75 -13.75 4688.65 PRC 14 25+45.77 +16.50 4691.39 PT 30 16+67.50 -7.50 4693. 14 PT + w IS 19+03.35 -16.50 4688.56 PT I5 25+32. 17 +13.75 4691.57 PRC 31 16+52.50 -22.50 4692.96 PC Cl-26 16 19+30.49 -16.50 4688.70 POT 16 25+18.57 +11.00 4691.76 PCC 32 16+54.00 -42.50 4692.26 PC ##OF## w a DATA TABLE a a POINT TBC STATION OFFSET ELEVATION DESC POINT STATION OFFSET TBC ELEVATION DESC m ROUNDABOUT DETAIL NO. NO. TBC ELEVA IONS AND DRAINAGE BAXTER LANE FERGUSON AVENUE 3k4+61.64 +25.00 4694.70 PC 24 11+82.61 -24.00 4692.84 PT 2 35+16.40 +26.91 4695. 16 PRC 25 11+33.51 -25.53 4693.67 PRC o 3 35+35.24 +22.91 4695.34 PRC 26 11+14.77 -21.44 4694.21 PRC -^ 4 35+55.78 +19.07 4695.53 PCC 27 10+92.66 -17.73 4694.84 PCC 20 0 20 40 5 35+94.45 +29.76 4695.88 PCC 28 10+70.69 -22.93 4695.24 PCC 6 36+10.29 +40.25 4696.05 PRC 29 10+59.31 +31.59 4695.66 PCC (SCALE IN FEET) 7 36+84.89 +40.58 4696.44 PRC 30 10+90.91 +22.08 4694.76 PCC r 8 37+20.72 +23. 16 4696.57 PCC 31 11+12.20 +25. 17 4694. 17 PRC 9 37+41.89 +20. 13 4696.46 PCC 32 11+31.39 +28.55 4693.63 PRC 1 R12 37+62.46 +23.74 4696.36 PRC 33 12+15.91 +24.00 4692.39 PT 33 37+81.35 +27.54 4696.26 PRC 38+47.61 +25.00 4697.02 PT o Z 38+23.20 -25.00 4696.73 PT ao w o zDIRECTION OF DRAINAGE 37+84.60 -26.59 4696.31 PRC 37+65.77 -22.51 4696.49 PRC <o o a w 1 6 37+45.84 -18.53 4696.69 PCC w 17 37+14.97 -25.30 4696.53 PCC a 18 36+93.83 -38.29 4696.34 POC m J z m w 19 35+99.98 -38.98 4695.97 PCC z 20 35+50.79 -21.58 4695.49 PCC z ~z w Y 3 SPLITTER ISLAND DETAIL > 21 35+30. 17 -24.92 4695.29 PRC �o �a CI-31 a 22 35+11.24 -28.46 4695. 11 PRC w _' zo 23 34+37.50 -25.00 4694.58 PC � NOTE ALL STATIONS AND OFFSETS ARE FOR TBC LOCATIONS uj 25 32 26 31 30 27 29 28 19 18 17 N 20 160 Z 21 15 Q - WN LLJ 23 22 14 13 < � Q < Q = IIILLLA m O_ w Sc N � a m r o SPLITTER ISLAND DETAIL B a A SPLITTER ISLAND DETAIL C1-31 CI-31 CIA30 BARTER LANEI Li J H o H m B w C1-30 Z D I 2 3 4 5 6 7 8 9 10 11 12 v STA.34+47.77 BAXTER LANE = SHEET 10+00.00 FERGUSON AVENUE Cl-27 ## OF## CONSTRUCTION NOTES: a I. SEE SIGNING AND STRIPING PLANS FOR ALL PROPOSED SIGNS AND PAVEMENT MARKINGS. d a d 2. ALL RADII ARE TO THE TBC, SEE OTHER DETAILS FOR TBC Q ROUNDABOUT DETAIL ELEVATIONS FOR INTEGRAL CURB AND GUTTER, SPLITTER ISLANDS, CENTRAL ISLAND AND CONCRETE APRON. TBC RADII 3. SEE STORM DRAINAGE PLANS FOR LOCATIONS AND ELEVATIONS OF ALL INLETS, STORM DRAINAGE PIPES AND MANHOLES. o_ _N 20 0 20 40 (SCALE IN FEET) s N W z N Z Z U p O Lu O U M Z �W O W Z a Q K m 0 a o o a w w R=786.50' W J r J r J O J Z m W W r W U W U O N D Z Y Z W R=786.50' z N Q W R=35' R=35' a R=786.50' R=35' R=35' R=155. 15' 3 R=133.0' R=786.50' OZ R=58.00' Q _ R=133.0' R=133.00' R=58.00' Lu N Lu coCL R=35' N R=35' m R=35' w LANDSCAPED CENTRAL ISLAND R=35' 5� SPLITTER ISLAND (TYP) BARTER LANE R=37.00' 7 L' o J R=35' Q R Ln CONCRETE APRON =35' F- H R=35' R=35' O m Q W 0 R=70.00' F z R=133.00' w ae x N R=58.00' R=786.50' SHEET R=786.50' R=798.00' Cl-2 8 ## OF## CONSTRUCTION NOTES: a I. BACK OF SIDEWALK TO BE 1.00' FROM R/W LINE. p d 2. BOULDEVARD WIDTH VARIES. a a 3. MODIFY PEDESTRIAN RAMP DETAIL FOR 10.00' WIDE RAMPS. r m ROUNDABOUT DETAIL 4. STATIONS AND OFFSETS ARE FOR CENTER OF RAMPS. SIDEWALK INFORMATION o N_ K 20 0 20 40 (SCALE IN FEET) N I I N O Z O Zci Q I W J ao W O Z Z d Q ^K O] J I W I ¢ Z w O r m f W W r W W U pW U m Z W Z H W 3 W U I —————————— I _/I 1i90 STA• 11+00.26 FERGUSON AVENUE - % LisOFFSET 21.76' RT STA. 11+02. 15 FERGUSON AVENUE o PEDESTRIAN RAMP 1 OFFSET 17.50' LT \ (TYP) CI-32 Tn I R=24.00' R=24.00' O O' INE L R/W � Q N w STA.35+42.76 BAXTER LANE Q OFFSET 21.36' LT �� W co CL R/W LINE I N STA.37+53.44 BAXTER LANE OFFSET 18.61' LT m , . w g3 1,9 \\�35 q2• a 0 ————————————————— -"-'•s — — -- Vie....s_---- I ----- ---- -- — — — -- —�J— --------------------- J 77 h BAXTER LANE \ Q v,/3\ / 35. 53 W 0 R=2.00' (TYP) O STA.35+44.23 BAXTER LANE ^V m OFFSET 19.62' RT 2 Q w Z STA.37+52.37 BAXTER LANE ~ Z) R/W LINE R/W LINE OFFSET 20.35' RT w O R=39.00' I � R=39.00' SHEET 0-29 ## OF## Q a m f- 2 ti co Ln Mil O M ti Z f- N �` O; N O � . ti O (3, in m ti a, O a, c t0 N l0 + lD �` ID aD Lo l0 w t + O V Lo V ID V M M M M > r > > > > r Q W > Q W U Q W Q W U Q W > r J > r J CO r J r J m r J > N W T V7 W r N W IN W r tow d 14' -0" 22' -6" 22' -6" 14' LANDSCAPED CENTRAL ISLAND THICKENED EDGE 1 I5' -0" CLE R ZONE 15' -0" CLEAR ZONE (TYP) C1-33 0 z 9.69'L 8.67% o F o O 24" ��y N w ui z 3.007 _. -- — 2.007. a a m -- PROFILE GRADE = 4697.26 > a> 6" REINFORCED CONCRETE TYPE I CURB 4 6" REINFORCED CONCRETE o x m w o APRON C1-32 APRON z ?Z =x 4" ASPHALT CONCRETE (2 LIFTS) 4" ASPHALT CONCRETE (2 LIFTS) N o Q w ¢O O O ac U 4" CRUSHED BASE COURSE (1" MINUS) 4" CRUSHED BASE COURSE (I" MINUS) 9" SUBBASE (3" MINUS) NOTE ALL STATIONS ARE FOR BAXTER LANE, ALONG CENTERLINE. 9" SUBBASE (3' MINUS) „ NO TREES SHALL BE PLANTED WITHIN 15 FT OF TBC FOR CENTRAL ISLAND. THIS AREA IS A CLEAR ZONE AND NEEDS TO REMAIN FREE OF OBSTRUCTIONS. {{ 4 SECTION ( A 1 SCALE: NONE C1-27 N 3Z oO — Ww Ln N W :z- Q c o o Q = M N O N O N Lr) O M ♦� m a. p O O t0 lfl I-i T m c0 W M l0 tiLo + Q w + v + c O v Lo O v O v J _ _ H > r > > > > r m Q W Q W U Q W Q W U Q W > r J > r J 07 r J r J CO r J > r V) W d Vl W r N W N W r N W d U 14' -0" 22' -6" 22' -6" 14' -0" o d LANDSCAPED CENTRAL ISLAND THICKENED EDGE 1 I5' -0" CLEAR ZONE 15' -0" CLEAR ZONE (TYP) CI-33 Z g, 16% 9. 167 O 24" N Q PROFILE GRADE = 4697.26 ?0 G" REINFORCED CONCRETE TYPE 1 CURB 4 6" REINFORCED CONCRETE APRON CI-32 APRON m Q 4" ASPHALT CONCRETE (2 LIFTS) 4" ASPHALT CONCRETE (2 LIFTS) J Q Z 4" CRUSHED BASE COURSE (1" MINUS) 4" CRUSHED BASE COURSE (1" MINUS) �_ Z Q 9" SUBBASE (3" MINUS) NOTE: ALL STATIONS ARE FOR FERGUSON AVENUE, ALONG CENTERLINE. 9" SUBBASE (3" MINUS) ~ NO TREES SHALL BE PLANTED WITHIN 15 FT OF TBC FOR CENTRAL ISLAND. ~ w O THIS AREA IS A CLEAR ZONE AND NEEDS TO REMAIN FREE OF OBSTRUCTIONS. _ N SHEET SECTION SCALE: NONE Cl_27 Cl 30 ##OF## 0 a STA.35+64.28 OFFSET -3.06' STA.35+75.28 STA.35+75.74 STA.35+89.89 m ELEV.4695.97' OFFSET -4.00' OFFSET -4.50' OFFSET -5.72' STA.35+63.74 ELEV.4696.00' ELEV.4695.98' ELEV.4696.05' OFFSET -3.56' ELEV.4695.95' Z 0 STA.35+91.50 TA.35+32.77 OFFSET -4.45' FFSET -I.50' ELEV.4696.07' LEV.4695.83' 7- 1.50' STA.35+75.26 R=0.50' Fu R= R=0.50' OFFSET +3.86' R=1.50- ------------------------- ELEV.4696.00' - - - - - --- --- - - R=O.50' STA.35+93.09 R=0.5 0' STA. 1 1+00.00 OFFSET +5.93' OFFSET -1.50' o Z R=0.50' ELEV.4696. 1 1' o STA. I I+00.50 2 ELEV.4695.21' ui OFFSET +I.50' � m w o Z STA.35+75.7 OFFSET +4.36' ELEV.4695.21' 'o a a o a LL ELEV.4695.98' STA.35+32.77 STA.35+81.63 I w 02 OFFSET +1.50' OFFSET 4.75' STA. 10+84.56 a ELEV.4695.83' q TYPE 1 CURB ELEV.4696.02' STA.35+92.47 OFFSET -2.56' o I o m z m ELEV.4695.55' ' STA. 1 0+84.O5 =o =m ,w o C1-32 STA.35+63.73 OFFSET 6.49' o �� OFFSET +2.56' z z w OFFSET 3.56' R=5 .50' ELEV.4696. 10' i ELEV.4695.58' - 3 STA.35+64.26 ELEV.4695.95' OFFSET +3.06' STA. 10+83.49 d o Y `_' ELEV.4695.97' OFFSET -2.06' ELEV.4695.58' STA. 10+8 3.51 NOTES: ALL STATIONS AND OFFSETS ARE F R BAXTER LANE. STA. 10+72.48 OFFSET +2.06' ALL ELEVATIONS ARE FOR TBC. OFFSET -2.87' ELEV.4695.61'I ELEV.4695.86' i NO LANDSCAPING SHALL BE HIGHER THAN 24" ABOVE STA. 10+72.52 HIGHEST TBC ELEVATION. STA. 10+72.02 I OFFSET +3.08' ELEV.4695.85' OFFSET -3.36' 1 ELEV.4695.86' SPLITfER ISLAND SCALE:NONE '1_27 STA. 10+72.07 o o OFFSET +3.5B' y ELEV.4695.85' STA. IO+67. 10 o I o OFFSET -3.69' , , O Z STA. 37+19.82 ELEV.4695.97' STA. 37+03.07 OFFSET -4.36' Q O OFFSET -6.49' I o y W ELEV.4696.78' STA. 37+3 .28 R=59.50' ` ELEV.4696.68' OFFSET -3 06' I - STA. 10+57.95 Q OFFSET +4.97' STA. 37+13.90 STA. 37+20.29 ELEV.4696 86' ELEV.4696.31' ce STA. 37+02.45 OFFSET -4.75' OFFSET -3.86' W co d ELEV.4696.75' ELEV.4696.80' STA. 37+31.82 STA. 37+62.77 I y OFFSET -5.93' w ELEV.4696.66' R=59.50' OFFSET -3.56' OFFSET -1.50' J 39 ELEV.4696.84' ELEV.4696.98' STA. 10+55.66 ~ m OFFSET -5.66' � ELEV.4696.36' I STA. 10+56.32 w 4 TYPE 1 CURB OFFSET +3.74' 0 C1-32 R=O.50' I ELEV.4696.35' R=O.50' STA. 1 0+54.77 d R=O. 0' - - - --- R=1.50' - -� OFFSET -5.09' T STA. 37+04.04 --------------- ------- ----- ------ ELEV.4696.38' TYPE 1 CURB 0'OFFSET +4.45' R=0.50' CI-37ELEV.4696.63' R=I.50' STA. 37+31.78 STA. 37+62.77 OFFSET +3.56' OFFSET +1.50' Q ELEV.4696.84' ELEV.4696.98' Z STA. 37+19.79 NOTES: ALL STATIONS AND OFFSETS ARE FOR FERGUSON AVENUE. J STA. 37+05.65 I.25 ALL ELEVATIONS ARE FOR TBC. OFFSET +4,50' STA. 37+ N OFFSET +5.72' ELEV.4696.78' STA. 37+20.25 OFFSET + .06' NO LANDSCAPING SHALL BE HIGHER THAN 24" ABOVE ELEV.4696.70' OFFSET +4,00' ELEV.469 .86' HIGHEST TBC ELEVATION. t Me W ELEV.4696.80' ~ SPUTTER ISLAND 3 w J _ EL NOTESi ALL STATIONS AND OFFSETS ARE FOR BAXTER LANE. ^ y ALL ELEVATIONS ARE FOR TBC. SCALE:NONE C1-27 NO LANDSCAPING SHALL BE HIGHER THAN 24" BOVE SHEET HIGHEST TBC ELEVATION. SP UTTER ISLAND 2 Cl-31 ## OF## SCALE:NONE C1-27 i 0 CL- a OBSTRUCTION Q r OR SIDEWALK EDGE a 0 �• z m o m 'LA, 0 > i T u e i ° SLOPE i m mA, 4m NO LIP � �� a•A • A • • . u.qbb°a o $' •J o°:$' QYo N 2' -0" R m U m w• J, A. A,. 6'•a `''e° 6" 4" GRAVEL BASE A, . m a RAMP 6' -0" MIN. ASPHALT SURFACE* N o z a CURB & SL PE 1' PER FT. MAX. X-LINE oo F o 4 GUTTER GRAVEL B SE BENEATH 6" LEVELING COURSE (I" MINUS) ao w o Z w o w CURB & G TTER a< _0 ' d 20" SANDY GRAVEL SUBBASE (3" MINUS) <o o a m W w PLANTINGO OT HER RAW SECTION .."A" WOVEN GEOTEXTILE FABRIC (AMOCO 2004 OR 2016, SEE BELOW) a SURFACE (TYP. ) SEE TYPICAL SECTIONS FOR ASPHALT SURFACE THICKNESS w m w r w m U W Um 1/ 0 UNSTABLE SUBGRADES CAN BE IDENTIFIED BY PROOF ROLLING WHERE 1 INCH OR MORE OF DEFLECTION z z w x FACE OF CURB & OCCURS. WHEN UNSTABLE SUBGRADES ARE ENCOUNTERED, CONSULT ENGINEER FOR APPROPRIATE w w GUTTER SECTION RETURNED CURB RAMP TREATMENT. NOTES WHEN SUBGRADE STABILIZATION IS TO BE USED, USE THE ABOVE SECTION WITH A WOVEN GEOTEXTILE FABRIC EOUIVALENT'TO OR BETER THAN AMOCO 2004. IN AREAS WITH UNSTABLE SUBGRADES AND PROVIDE 3'-0" MIN. CLEARANCE (LANDING AREA) BETWEEN GROUNDWATER WITHIN 6 INCHES OF SUBGRADE LEVEL, USE A WOVEN GEOTEXTILE FABRIC EQUIVALENT CURB RAMP AND ALL OBSTRUCTIONS. TO OR BETTER THAN AMOCO 2016. 2D RAMP COLOR SHALL BE BLACK AS PER TECHNICAL SPECIFICATION 3. PAVEMENT SECTION-UNSTABLE SUBGRADES Z 3, CONCRETE FOR PEDESTRIAN RAMPS SHALL CONTAIN FIBERMESH FI ERS AT SCALE: NONE ^v THE RATE OF 1/Z LBS. OF FIBERS PER C.Y. OF CONCRETE. PEDESTRIAN RAMP 112" RADIUS (TYP) SCALE: NONE iv VI FINISHED GRADE ASPHALT O Z (SEE TYPICAL SECTIONS) O Q /%\�/ /�\ W co CL ~ m SLOPE VARIES 1.00' COMPACTED BASE COURSE MATERIAL 0 EXISTING GROUND 6: 1 #4 REINFORCING BARS— d 0 0 0 O 135` 0 00 0 3" 3 00 0 0 in �� J ASPHALT PAVEMENT (SEE TYPICAL SECTIONS) Q BASE COURSE MATERIAL (SEE TYPICAL SECTIONS) O O O O O O O Q O O O O w SUBBASE COURSE MATERIAL (SEE TYPICAL SECTIONS J 3" COMPACTED GRAVEL BASE 2" 9" 2" w COURSE, 95% MAX. DRY DENSITY w N ASPHALT HEADER 3 SHEET SCALE: NONE N TYPE 1 CURB SCALE: NONE C l-3 2 ##OF## K a a m o_ N CONCRETE APRON w ASPHALT 3" FILLET # 5 REBAR 16" OC EW (TYP) r N 3„ Z Z O U O N m W Z O CRUSHED BASE COURSE W o W T J ¢o o a m W r r 2' -0" Jo ,nm w o # 5 REBAR - 16" OC z w Z z y SUBBASE ¢O D O ac U NOTES I. REBAR SHALL HAVE 2" OF CLEAR COVER FROM BOTTOM OF APRON, 2. CONCRETE APRON SHALL BE CONSTRUCTED OF M4000 CONCRETE. 3, 3" OF CRUSHED BASE COUSE SHALL BE USED UNDER THICKENED EDGE. o THICKENED EDGE 1 SCALE: NONE C1-30 OZ ow o O _ or ow _ �� o� a N_ W o� u n Ld < 5 Q H N U > U W J Q J U J U O li m J U O O 00 0J o o W U J r w N W O J J � ca O O O Q i U O O W V V V 0 O a h-- 50' 0" h — 50' -0"� I-- 40' -0"� 40 0 LOCAL CSTREET COLLECTOR OR LOCAL STREET ARTERIAL STREET 0 J_ Q o F- Q W _24i J H N F— W W S N STREET VISION TRIANGLES — COB ZONING ORDINANCE 18.50.080 7SHEETNO FENCE, WALL OR PLANTING IN EXCESS OF THIRTY INCHES ABOVE STREET CENTERLINE 33 GRADE SHALL BE PERMITTED WITHIN THE STREET VISION TRIANGLES. SEE ZONING ORDINANCE FOR ADDITIONAL INFORMATION. CONSTRUCTION NOTES: 1. SEE OTHER SIGNING AND STRIPING PLANS AND DETAILS FOR LEFT ONLY RIGHT ADDITIONAL INFORMATION a I� d �j 2. ALL SIGNING AND STRIPING MEET MUTCD 2001 AND SECTIONS 02581 AND 09810, COB. 'm S7A I3+g6.58 w 3. STATION CALLOUTS ARE FOR THE STREETS THAT THE SIGN IS uj R3 17 J OFFSET FROM. z a 4. SEE SHEET CI-35 FOR ADDITIONAL SIGNING AND STRIPING OF > ROUNDABOUT. s Q V) W > O 3 w N L 8" SOLID WHITE O J W/ 8' WALKWAY (TYP) �, s 25 0 25 50 STREET NAME SIGNS. VERIF STREET NAMES N (SCALE IN FEET) WITH ENGINEER AND CITY PRI R TO ORDERING. hTA113+10.53 z z u U O W w z BOSAL STREET J w o o w J 6 p O d m LL } d } m S m U z Z N m W w W Z Z 24" SOLID WHITE �v�-i o a �Y w O (TYP) zo co e c=i STREET NAME SIGNS. VERIFY NAMES WITH 3 ENGINEER AND CITY PRIOR TO ORDERING. STA 12+0�.18I DBL 4" SOLID YELLOW "`' W/ 4" SPACE (TYP) w LEFTIRIGHf AlNO z Q a ONLY 1H91HILi31 0 STA I I+66.78 =1 R3-17a STA 12+19.46 R3-17a LL SOUTH ALLEY N 3 Do - LU ? a I 0 = WmCL _' © w ~ N tz ZO I STA 34+37.29 1� STREET NAME SIGNS ATOP OF YIELD SIGN. VERIFY DBL 4" SOLID YELLOW w 33-17a NAMES WITH ENGINEER AND CITY PRIOR TO ORDERING. W/ 4" SPACE (TYP) o CL a - r ♦ { 0 Z a � BAXTER LANE ♦ Z Z I ♦ w �_ 1 ♦ 1 � � S7 33 R3A 1 72+80. 15 � ' BICYCLE LANE ARKINGS SHEET (TYP) C1-39 P Ti STA 38+47.85 r1-34 R3-17a ## OF## CONSTRUCTION NOTES: 1. SEE OTHER SIGNING AND STRIPING PLANS AND DETAILS FOR ADDITIONAL INFORMATION a 2. ALL SIGNING AND STRIPING MEET MUTCD 2001 AND SECTIONS a 02581 AND 09810, COB. } 3. STATION CALLOUTS ARE FOR THE STREETS THAT THE SIGN IS m OFFSET FROM. 0 20 0 20 40 (SCALE IN FEET) DBL 4" SOLID YELLOW W/ 4" SPACE (TYP) N O Z O Z L O O m w O Z STA 10+99.72 z a o o a LL R4-7 > w a a Z J 0] J OCD < > w w Z n H Z ti Z Y • ui 3 U W N Q W L� W K S O Y U STA 10+86.62 O WI1-2 so R9-6 . 8" SOLID WHITE (TYP) R9-6 meu • STA 10+62.27 STA 10+56.80 R1 2 STA 10+69.44 8" SOLID YELLOW (TYP) W11-2 . Z < > 0 STA 35+78.60 / t�*/ WII 2 W/ STA 37+09.55 STA 37+34.64 STA 37+62.48 STA 38+04.44 STA 39+04.44 < Q / STA 37+04.45 WII-2 R4-7 YJ3-2a W2-6 < i ' \ 31-2 W13-1 m = — — — — — LLJ d 8" SOLID WHITE J VI W/ 10' WALKWAY (TYP) , m ` U W DBL 4" SOLID 0 YELLOW WITH a BAXTER LANE 4" SPACE (TYP) N Z 8" SOLID YELLOW f W/ 8' SPACING 4" SOLID WHITE 6" SOLID YELLOW (TYP) (TYP) Z 0 • Z Z a J - N N STA 33+91. 12 STA 34+91. 12 STA 35+33.05 STA 35+60.96 � � � • � W2-6 W3-2a R4-7 WII 2 W13-1 o� STA 35+88. I4 W x 5 0 STA 35+91. 12 CCCCC99999��"''' R1-2 ® STA 37+16.87 4" BROKEN WHITE (TYP) SHEET WII-2 3' STRIPE 3' GAP 39 6 2" BROKEN WHITE (TYP)) STA 36+63.04 -3 5 3' STRIPE STA 36+22.08 R3-2 3' GAP R3-2 STA 36+37,g2 WI-6 WI-6 R3-2 WI-6 ## OF## CONSTRUCTION NOTES: I. SEE OTHER SIGNING AND STRIPING PLANS AND DETAILS FOR ADDITIONAL INFORMATION a a 2. ALL SIGNING AND STRIPING MEET MUTCD 2001 AND SECTIONS z 02581 AND 09810, COB. 'm m f 3. STATION CALLOUTS ARE FOR THE STREETS THAT THE SIGN IS > < r LL OFFSET FROM. a W 4. SEE SHEET CI-38 FOR PAVEMENT MARKINGS AT INTERSECTION r c OF BAXTER LANE AND GALLATIN GREEN. g J DO NO J STA 13+11.77 w a ENTER R6-1 25 0 25 50 N SCALE IN FEET) "' STA 13+1 1. 7 R6-1 N R5-1 8" SOLID WHITE d W/ 8 z WALKWAY (TYP) o U o 0 _ z 24" SOLID WHITE--------- BOSAL STREET (TYP) < _0 0 o a m r i r v' ~z Z Z Y STREET NAME SIGNS. VERIFY STREET NAMES WITH ENGINEER AND CITY PRIOR TO ORDERING. STA 18+24.09 �' � RI-I " kl31N3 ,,,( lON 00 'a 0 3 m Q f K STA 12+48.23 SOUTH ALLEY R6-1 NOT R5-1 N DO 3 — z ENTER w Z uj 00 - STA 10+52. 7 z N W R -1 < Q R5-I ¢ < 0 = J CL LN 0 STA 10+52.77 STA.43+38.02 STA 46+31.76 m STA 10+56. 16 R6-1 WII-2 R3-17a F STA 41+96.39 STREET NAME SIGNS ATOP OF W11-2. VERIFY U R3 17 R1-1 NAMES WITH ENGINEER AND CITY PRIOR TO ORDERING. � 0 CL F N � sag BAXTER BAXTER LANE Q ty r o 0 1 — — — —- - - — — — — -- - - - - - - ZZ w J F- N ~ VI w C w p F; V a 1 BICYCLE LANE MARKINGS STA.46+50 SHEET CI-39 (TYP) W5-1 STA 43+59.25 Z a R3-17a 70 C1-36 STA.42+17.51 p D W11-2 ##OF## C0NSTRUCION NOTES: a 1. SEE OTHER SIGNING AND STRIPING PLANS AND DETAILS FOR p COB DEAD END BARRICADE v ADDITIONAL INFORMATION DEAD END BARRICADE COB 09810 2 2. ALL SIGNING AND STRIPING MEET MUTCD 2001 AND SECTION 09810-2 02581 AND 09810, COB. 'm STA 16+91. 14 3. STATION CALLOUTS ARE FOR THE STREETS THAT THE SIGN IS 8" SOLID WHITE W/ STREET NAME SIGNS. VERIFY STREET NAMES R1-1 OFFSET FROM. 8' WALKWAY (TYP) WITH ENGINEER AND CITY PRIOR TO ORDERING. 0 N w EQUESTRIAN LAN 24" SOLID WHITE (TYP) 0 z z o F o o p Z STOP STOP ¢ - J O a p o a m LL STA 16+43. 17 STA 17+87.45 R1-1 PI-1 STA 16+44. 11 Jm s c m z RI-I W STREET NAME SIGNS TOP OF STOP SIGN. VERIFY a �l�NO STREET NAMES WITH NGINEE AND CITY PRIOR TO ORDERING. - O cn O � /,1111'1 �p oO acU V7 +f W > a � w J ie91a �a3i w > a -A%,P--tgmuh,, STA 16+12.48 Z R3-17a N 3 25 0 25 50 c� w (SCALE IN FEET) w 1 BICYCL LANE MARKINGS C1-39 N 3Z 00 - < N W LLJ COB nEAQ END BARRICADEQ 09810-2 (TYP 2 PLACES) m 0- W 8'" SOLID WHITE W/ STA J 8 WALKWAY (TYP) 25+23.22 m STA U W K d EQUESTRIAN LANE 24" SOLID WHITE (TYP) � N CL Z qZ Q J o STOP ? z r Z STA 23+98.91 al31N3 STA 16+43.83 _j r R1-1 z R1-1 N N STREET NAME SIGNS ATOP OF STOP SIGN. VERIFY J a lON 00 STREET NAMES WITH ENGNINEER AND CITY PRIOR TO ORDERING, w J J W Q O O J r m a n N SHEET 0 STA 16+47.48 25 0 25 50 a R6-1 STA 1 6+47.48 C1-3 1 R5-1 (SCALE IN FEET) ## OF## w a Z o Lu WLu K cr d 0 C Z � H m J J Q 4- Z O f N_ W J C 7 J 1 Z PARK ING N BIKE LANE a- F = BAXTER LANE o B D B q N z � r_ GD W Z O p W cc J _ ¢0 O 1 m W i 1 W d 2 } L �yJj m U 2 m f =w N N W Z �co O � 2 W N Q W 100'-0" TRANSITION 50'-0" STORAGE 100'-0' TRANSITION 50' -0" STORAGE 0 10 �o _ _ 100'-0" TRANSITION Q + t0 D 1+7 O +O + } m) v Q Q N + a0 V Q +M „ r Q Q Q R V U7 F Q N Q N H N _ 3 STRIPING PLAN - BAXTER LANE & GALLATIN GREEN O 20 0 20 40 SCALE: NO E — z (SCALE IN FEET) N Q Q W LLI r� ' W tN iiir— � U W 0 O t2 -0- 0-a8'-0" 8'-0"8'-0" ) 25'-0" (TYP) g'-0" 25'-0" (TYP) N 8'-0" J 12'-8" 24 SOLID YELLOW W IS I ACED 20' 0.C. ) f� -4" SOLID WHITE 4" BROKEN WHITE DBL 4" SOLID YELLOW 30' 1, 3' STRIPE Ue WITH 4" SPACE 6" SOLID YELLOW 3' GAP Z w d � 8" SOLID YEL OW F � (SPACED 8' 0 C. FOR F N SPLITTER ISLA DS) w f A B N C D I DOUBLE YELLOW CENTERLINE SHEET PAINTED MEDIAN SOLID WHITE BROKEN WHITE C1-38 a ##OF## W r THREADED OR WELDED Q WATER TIGHT CAP VARIESa2 a a a ORIENTATION OF SIGN TO CURB FACE VARIES PANEL SIZE 'm O co 17. 11 sq. ft. '�' 1 1.47 sq. t. CLEARANCE 0 a TUBULAR STEEL POST VARIES aj ' � N a > _ > ~ SIGN POST *71 I/4" DIA. MIN. z �� SIGNS VARY — ? U-BOLT 4 I3.25'I SEE PLANS a z w > 1 1/2" x 1/4" SLOPE 1/4"/FT. d MIN. MOUNTING FACE OF CURB o= = BRACKET OR SHOULDER LOCKWASHERCENTER BICYCLE PAVEMENT MARKINGSHEX NUT oZ5' WIDTH \\ \�\� \\�\ ZwZ PLATE WASHER w 4" WHITE PAINT ( YP) o a FACE OF SIGNa o oaZ w PANELA x 1/2" MIN. o . ) HEX FLANGE ; SCREW NON-REINFORCED CONCRETE r a y- J m G z m O ­w—WHITE (TYP) w 0d zw ~Z W 2 W Y N Q W 4" WHITE PAINT (TYP) NOTES• NOTE• �o 0 o Y U 1>SEE THE CITY OF BOZEMAN STANDARDS FOR FURTHER DETAILS. ALL MATERIAL USED IN FABRICATION OF THIS TYPE MOUNTING BRACKET NEW SIGN SHALL BE CADMIUM PLATED OR GALVANIZED STEEL. LOCATION a all �>SEE MUTCD FOR SIZE OF ALL SIGNS. 8' 10' 9.5' 3. INDICATED PANEL MOUNTING HIEGHTS ARE TO THE LOWER MOST PANEL FOR INSTANCES WHEN MORE THAN ONE PANE SHARE A COMMON POST. 4. ALL LOCATIONS SHALL BE VERIFIED IN THE FIELD. � MOUNTING BRACKET BICYCLE LANE MARKINGS I 1 SCALE: NONE SCALE: NONE N SIGN MOUNTING 2 SCALE: NONE - N 00 - <� N_ W < � Q Ind m w � N J QQ H M W w O d N Z Q Q W Z Z Z w � d J ~ Vf N � w iC w 9 x SHEET C1-39 a ## OF##