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HomeMy WebLinkAboutFederal Aid Project STPU 1201(13) - Babcock & Kagy _ Utility Plan DESIGN DATA F �'---• ... .— 7 HE x1e l PRESENT 2006 A.D.T.= 15 670 4»LOl F ATIQ GLACIER OOIE�� —HILL VALLEY DAN S MONTANA DEPARTMENT OF TRANSPORTATION l LETTING 2007A.D.T.A.D. = 16 220 oosevEL DESIGN 2027 A.D.T.= 32 280 RA J BLAINE - _ -- - D.H.V.= 3230 afoul- RICK A140 ANGERS VETO" PHILLIPS 'CON _ .I T.= 0.7% : LEWIS GARFIELD DAWSON� V.= 70 km4i y AND rERGU 0 a 8 •1 p CLAAA •ASCADE ,P®' •�y souL GROWTH RATE = 3.5% g 1 JUDIT �� _ UTILITY PLAN OF N MEA6 R S ELSHELL ROSE OUO J GRAM EA AN o�w y `�"" ` FEDERAL AID PROJECT STPU 1201(13) LETTING DATE- Q I CARTER �• '(OEAVERHEA - WNc M I POWOEfl A DIG HORN �fllER—� BABCOCK TO KAGY BOZEMAN `t �a4E R -. 1 4 2O Q O PLAN LEGEND GALLATIN COUNTY CENTERLINE r ) OR PROJECTED LINE — ''PROPOSED RIGHT OF WAY LINE - -- 1"9 Kilometers EXISTING RIGHT OF WAY LINE z RAILROAD RIGHT OF WAY LINE --- -- z EXISTING ACCESS CONTROL o S:p FULL ACCESS CONTROL As _ LIMITED ACCESS CONTROL aa8 _ OWNERSHIP BOUNDARY ul —•— T. 2 S. TO FOUR CORNERS f SECTION LINE a SECTION CORNER FOUND UNFOUND99 oL� 1/4 SECTION CORNER FOUND UNFOUNDB$ W .. A� RIGHT OF WAY MONUMENT ♦ �' ""•' y "' - ° PROPERTY CORNER PIN � t $717 = PARCEL NUMBERS AR - PRESENT TRAVELED WAY (P.T.WJd'- APPROACH: EXIST.- PROPOSED r -i i- a+ FENCE LINE —•—x—•— `I ;I `'. � rt P�,"°,� EIAp A l Nvno.a GATE IN FENCE -' �_, / $8 $ I;r �'ri 5- c A CATTLE GUARD: EXIST. - PROPOSED - - C00039_b e ! 11004OfkAL&—I p v -1 01 or"An -� TO 1-90 BRIDGES 1 2�nnninm nm 0• 1 COU12011 U-1201 \ -11 u 1z 1 I$I �D0 VIA.,I RAILROADS �� d S^ 9� w a N F.,rMus n EXISTING GUARDRAIL - +�-+-+ " r'r PROPOSED GUARDRAIL -II--11--n- ______ 1 a 6M AN111. ; ,,��rt i EXISTING DITCH -> > ��> I'' ;';I \'1a 1n"` �' I CHANNEL CHANGES CH.CH?� I' I 1 EXISTING CULVERT w h; !;ILn T c l w PROPOSED CULVERT I';, ;I ""�• "- 701 OUTLET DITCH 4 M •[ INLET DITCH ��= I~� "� N -� s� •`• "' ti POWER POLE IN PLACE a- W/M'cf"-0RF `"°" `4�c - = > rt TELEPHONE POLE IN PLACE t " °i°" }, �� =R k °' ( AD 5 -I DT TO 1 90 LIGHT POLE - GUY POLE O ■ ' ' + J " J 1% PEDESTALS POWER® TEL(ra p E " r,• •.K �1i MANHOLES UNKNOWN@ ELEC@ STORM@ SAN@ TEL 1 o c. •`` A.T� * VALVES WATER@ GAS - l FIRE HYDRANT w ti I w "¢a -f;; � s I r,, � u. �, \ �.� FdBER CABLE UNDERGROUND— FO ————— FO - \O I Ili, a'A"An �� R " l.o tI S "0, GAS UNDERGROUND -GAS———— —GAS- ASSOCIATED PROJECT D-L x OVERHEAD-PWR PMR— In T. 2 S. - °D u POWER TELEPHONE UroOVERHEAD- TEL ——— — TELL— ID. = w UNDERGROUND - TEL—— ——— EL _ TELEVISION OVERHEAD- TV ——— TV — STPU 1201(10) - _ _ UNDERGROUND— TV — — TV - m ry a- .4100 WATER EXISTING— W ——_— W _ on .- - n .o`= nod o H nT PROPOSED— W ---SW - -md N -H Qi EXISTING—SAN—————SAN- iM r r v a♦"•'OVN SANITARY SEWER PROPOSED—SAN———SAN- I+\ UTILITY POLES IN POSSIBLE CONFLICT © © s� •�; { do .wtu tnI.a RELATED PROJECTS N m N R.P. 3.46Nm ovI$ m a a 3 R.P. 4.46 TO 3.66 TO 3.06 FHWAMIDT APPROVAL APR 8/29/06 ACO 8/29/06 CM-STPU 1201(9) MN\j o-� THIS CONTRACT MAP REv15E0. -zizs/oT 5-243(I 1, S 243(4 1 CM 50-2(37)88 . - i I - I I J� rw O TABLE OF CONTENTS NOTES In n' BASIS OF PLAN QUANTITIES RIGHT—OF—WAY Z sz UTILIITY PLANS SHEET NO. W W N t (OUANTITIES FOR ESTIMATING PURPOSES ONLY) SEE RIGHT-OF-WAY PLANS FOR RIGHT-OF-WAY, EASEMENTS AND PERMITS. 2- N COMP. AGGREGATE WEIGHT = 2200 kilograms per cubic meter UNDERGROUND UTILITIES TITLE SHEET U I COMP. WEIGHT OF PL. MIX BIT. SURF. = 2287 kilograms per cubic meter NOTIFY THE OWNER OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION TO DETERMNE N ASPHALT CEMENT = 5.4 % OF PL. MIX BIT. SURF. EXACT LOCATIONS AND DEPTHS. Ln 1' HYDRATED L IME I.4 % OF PL. MIX BIT. SURF. c o TABLE OF CONTENTS - U 2 BITUMINOUS MATERIAL = 1.02 kilograms per liter CONTACT ONE CALL FOR CONF•RMATION OF ALL LINES AND SERVICES BEFORE EXCAVATION DUST PALLIATIVE = 1.3 kilograms per liter BEGINS. THE PHONE NUMBER FOR ONE CALL IS I-800-424-5555. r, z NOTES U 2 CONTACT MSU FOR UTILITIES ADJACENT TO MSU CAMPUS. W p AGGREGATE TREATMENT CALL 994-2107 FACILITIES SERVICES - WORK CONTROL. N BEARING SOURCE & LEVEL DATUM SOURCE DUST PALLIATIVE = 1.4 liters per square meter O o AGO TACK = 0.23 liters per square meter (UNDILUTED) GRADE ADJUSTMENTS U CENTERLINE COORDINATE TABLE U 3 TACK = 0.12 liters per square meter (UNDILUTED) THE GRADES OF NEW CURB AND SIDEWALK MAY BE ADJUSTED IN CERTAIN LOCATIONS AS I SEAL = 1.8 liters per square meter Q CONTROL DIAGRAM COVER = 14.0 kilograms per square meter DIRECTED BY THE ENGINEER TO MATCH EXISTING FEATURES. =¢ AND ABSTRACT TABLE U4 RADIUS CLEARING AND GRUBBING ALL RADII ARE CALLED OUT TO THE BACK OF CURB. - CLEAR AND GRUB TO CONSTRUCTION LIMITS INCLUDE THE COST OF CLEARING OWNERSHIPS U 5 U 7 AND GRUBBING IN THE UNIT PRICE BID FOR STREET EXCAVATION. HAUL LO, 7-4 Lj TYPICAL SECTIONS U 8 — U 1 0 APPROACHES INCLUDE HAUL COSTS IN THE UNIT PRICE BID FOR STREET EXCAVATION. DISPOSE UNUSED F '� z EXCAVATION MATERIAL AT A CONTRACTOR FURNISHED SITE, APPROVED BY THE ENGINEER. vi a� PROVIDE THE FOLLOWING SURFACINGi Z DETAILS CONSTRUCT APPROACHES TO THE WIDTH SHOWN IN THE PLANS. h� N ASPHALT APPROACHES IPRIVATE) MAILBOXES U py oz SUBEXCAVAT ION, CURD RAMP, MONUMENT BOX, PLANT MIX BITUMINOUS SURF. DEPTH = 90mm L REMOVE ALL MAILBOXES AND REPLACE. SALVAGE MAILBOXES TO THE OWNER. PROVIDE O [� CRUSHED AGGREGATE COURSE DEPTH 150mm al BOULEVARD APPROACH U 1 1 TEMPORARY MAILBOXES. INCLUDE THE COST OF REMOVAL, SALVAGE, AND TEMPORARY fF CONCRETE APPROACHES PRIVATE I MAILBOXES IN THE COST OF OTHER ITEMS. Iry'Q'�1 � WATER MAIN ADJUSTMENT, STORM DRAIN U 12 P.C.C.P. DEPTH = 150mm o'Iw CRUSHED AGGREGATE COURSE DEPTH = 150mm q�� STORM DRAIN MISC U 13 PUBLIC APPROACHES N° J STORM DRAIN DETAILS U 14 U22 MATCH MAINLINE SURFACING SECTION AND SUBEXCAVATION REPLACEMENT SAW—CUTTING O THE CONTRACTOR MAY BE DIRECTED BY THE ENGINEER TO SAW CUT PAVEMENT, SIDEWALKS, PLAN & PROFILE ENTRANCE WALKS, OR CONCRETE SLABS TO MEET EXISTING FEATURES. N SEPARATE PAYMENT SHALL BE MADE FbR SAW CUTTING, BUT COST SHALL BE ABSORBED IN UNIT BID PRICE OF I RELATED ITEMS. o r MAINLINE U23 - U30 WATER VALVE OPERATION ONLY CITY OF BOZEMAN FORCES MAY OPERATE CITY OF BOZEMAN WATER VALVES TEMPORARY EROSION AND SEDIMENT CONTROL } A IF SITUATIONS ARE OBSERVED DURING CONSTRUCTION THAT MAY POTENTIALLY IMPACT WATER allALITY. INCLUDING MONUMENTS AND MARKERS F- WETLAND AREAS. UTILIZE BES1 MANAGEMENT PRACTICES (BMP) AND/OR TEMPORARY EROSION CONTROL MEASURES AS FURNISH AND INSTALL ALL MONUMENT BOXES. STATE FORCES TO STAKE THE LOCATION J �o NECESSARY TO PROTECT THE RESOURCE. 0_ O— REFER TO SECTION 208 OF THE MDT DETAILED DRAWINGS FOR EROS104 AND SEDIMENT CONTROL BEST MANAGEMENT AND SET THE PUNCH MARK IN THE MONUMENTS. NOTIFY PROJECT MANAGER BEFORE DISTURBING EXISTING MONUMENTS. U — PRACTICES. H- Z SOILS INFORMATION ADA RAMPS THE SOILS INFORMATION ON THE PLAN AND PROFILE SHEETS IS A BRIEF SUMMARY OF PROVIDE ADA RAMPS AT ALL PEDESTRIAN CROSSINGS INCLUDE PAYMENT FOR THE THE SOILS CLASSES. 10 OBTAIN THE COMPLETE SOILS INFORMATION CONTACT 114E RAMPS IN THE UNIT PRICE BID FOR CURB & GUTTER AND SIDEWALK. C9 MDT GEDTECHNICAL SECTION AT 1406) 444-6281. WETLANDS SKEW DIAGRAM ONLY WETLANDS WITHIN THE PROJECT LIMITS HAVE BEEN DELINEATED. WETLANDS MAY EXIST BEYOND THE PROJECT LIMITS AND ANY ACTION AFFECTING SUCH WETLANOS 15 THE RESPONS1941TY OF THE CONTRACTOR. ® DELINEATED WETLAND AREAS SKEW SKEW Z LEFT RIGHT LLJ IMPACTED WETLANDS Q Q ~ I� MITIGATED WETLANDS C) C� Q Qn Gu Q Z Z Q Q L^ — ROADWAY O e � C 4 v'oN3 a SKEW SKEW C RIGHT LEFT11111 •� IU !ij ii n „ t. w � �� .� i .� LINEAR AND LEVEL DATA ~ Lu tA = I`M W Wtn ! WQ 2 LENGTH OF ROADWAY 4 LANE URBAN 1907.48 m Z LENGTH OF BRIDGE 4 LANE URBAN 0.00 mLn N o TOTAL LENGTH OF STPU 1201 f 12) 4 LANE URBAN 1907.48 m z WJ N Ir O o BEARING SOURCE 2 o WESTERLY LINE OF SEC.12 T.2 S.,R.5 E.AS SHOWN ON a o i COS 349-A,BEING N 00 0 48'19-W 1��! r-I-I r�i LEVEL DATUM SOURCE F Z �L Z Y BENCH MARK = 4805.10 CITY DATUM ON TOP OF NW CONSTRUCTION BOLT OF THE U o YrJ FIRE HYDRANT (STAMPED -332-)ON THE SW CORNER OF MAIN ST.& SOUTH 19TH AVENUE. O [P•11 BENCHMARK HAS BEEN DISTURBED. V � ESTABLISH VERTICAL CONTROL FROM CONTROL POINTS - SEE CONTROL TRAVERSE ABSTRACT 0 c� I��• o o Y r A a 60 PROJECTED CENTERLINE COORDINATES r- "- o Zw N r� STATION POINT N OR Y COORDINATE E OR K COORDINATE REMARKS r Q -j u 0+00.00 POT _ 3.599.4553 626.8809 4 In 6+82.05 PUT 4,281.4637 619.4134 15+49.54 PC 5,148.9220 611.7697 15+67.33 PI 5.166.7114 611.6130 15+85.12 PT 5.184.4951 612.0891 _ 16+4L 12 PC 5.246.4703 613.7482 16+67.52 PI 5.266.8701 614.2944 _ o 16+87.92 PT 5.287.2753 G14.0078 24+32.40 POT 6,031.6772 603,5531 _ LLJ 0 I� ~ D; Q Q Q Z Z Q Lj- Q Z 2 o IIl N as 1~- i° Q ,n�oj Q 3 vow 0 0�"'2 C1 N l h J' ift �� I � I I _ _� � I � J J N 0 J rn CONTROL TRAVERSE DIAGRAM ~ W Ln SCALE: 1 : 3000 ww v W W g co �S CONTROL TRAVERSE ABSTRACT Z Z POINT NORTHING EASTING STATION GROUND LOCATION DESCRIPTION NUMBER ELEVATION ELEVATION ~ WEST SIDE SOUTH 19TH AVE., 21.95 m SOUTH OF SOUTH CURB ON MAIN 0 1-A 6091.4825 591.8699 1463.985 STREET, ON BACK OF SIDEWALK, 3.96 m SOUTH OF FIRE HYDRANT O 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "I-A" AND "1996" Z NW CORNER OF OLIVE ST. & SOUTH 19TH AVE., SET IN ASPHALT W J 2-A 5912.1175 596.0588 1466.192 1.52 m WEST OF WATER VALVE, I.83 m SOUTH & 3.05 m EAST OF FIRE HYDRANT 0 x 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-A" AND "1996" z SW CORNER DICKERSON ST. & SOUTH 19TH AVE., SET IN ASPHALT IN SOUTH 19TH AVE., o 2-B 5451.0072 602.8554 1473.111 0.61 m EAST OF EDGE OF ASPHALT, 2.13 m SOUTH & 4.57 m EAST OF BARB WIRE FENCE CORNER u 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-B" AND "1996" SET IN TURF ON WEST SIDE OF SOUTH I9TH AVE. DIRECTLY ACROSS C 2-C 4990.7470 606.3941 1479.828 I.ROM CENTERLINE OF BRANIGAN CT, 2.13 m WEST OF EDGE OF ASPHALT �y 2 C3 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-C" AND "1996" Q F`Q 'SW CORNER LINCOLN ST. & SOUTH 19TH AVE., 10.36 m WEST OF WEST EDGE ASPHALT OF SOUTH V 2-D 4410.8683 601.6811 148T.814 19TH AVE., 1.52 m SOUTH OF SOUTH EDGE ASPHALT ON APPROACH, 3.05 m EAST & 0.91 m 14ORTH OF POWER POLE. 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-D" AND "1996" p,.l WEST SIDE SOUTH 19TH AVE., 31.39m SOUTH OF CENTERLINE KAGY BLVD., 11.89m WEST OF WES1 3-A 3971.1925 605.9517 1494.002 EDGE OF ASPHALT ON SOUTH 19TH AVE., 1.22 m EAST & 1.22 m NORTH OF TELEPHONE RISER. O O 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "3-A" AND "1996" SE CORNER OF BABCOCK ST. & SOUTH 19TH AVE., IN ASPHALT, 2.74m SOUTH OF SOUTH EDGE O E 2-W 6022.9394 611.9279 1465.039 ASPHALT OF KOCH ST. AND 2.44m EAST OF EAST EDGE OF ASPHALT OF S 19TH AVE., 2.74m SW Z Qo 13F POWER POLE. 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-W" AND "1996" Z NE CORNER OF KOCH ST. & SOUTH 19TH AVE., 0.94 m EAST OF EAST EDGE OF ASPHALT OF (n Z.o-. 2-K 5694.2303 613.2136 1469.121 SOUTH 19TH AVE., 5.03 m NORTH OF NORTH CURB OF KOCH ST. O\/ _ 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-%" AND "1996" . SE CORNER OF COLLEGE ST. & SOUTH ISTH AVE., 2.13 m EAST OF EAST EDGE OF ASPHALT OF z 2-Y 5202.0005 620.1250 1477,238 SOUTH 19TH AVE., 7.62 m SOUTH OF SOUTH EDGE OF ASPHALT OF COLLEGE ST., 0.30 m SE OF CORNER OF SIDEWALK 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-Y" AND "1996" SE CORNER OF GARFIELD ST. & SOUTH 19TH AVE., 10.06 m EAST OF EAST EDGE OF ASPHALT OF vi 2-Z 4812.2976 629.7667 1402.505 SOUTH 19TH AVE., 4.27 m SOUTH OF SOUTH CURB OF GARFIELD ST. o16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-Z" AND "1996" 1 5194.1634 370.9325 1476.698 SET 50 mm ALUM. CAP 0.3 m NORTH OF SIDEWALK, BURIED 50 mm SET 50 ALUM. CAP 0.6 m 2 5207.3811 829.3803 1476.302 3RO POLE WEST OF CHAMBERLAINORTH DRIVE F LIGHTPOLE 0 r z A J70 d po U„ L }z o 2 - D 2 - C 2 - B 2 - A - A j-ju 2 - Z 2 - Y 2 X 2 W SOUTH 19TH AVENUE Wo w � Q CD Q w W O J O 0 a Q z � ILL. b 1 0 R An O1 a N � In.¢ 3 V o 0 0 u�N2 C Ly�� I m y n� � � P n OWNERSHIP TOTAL AREA CROSS R/W AREA EX.EASE.AREA NET AREA REMAINDER CONS T.PMT. AREA EASE. AREA SHEET a w PARCEL NAME ADDRESS LEFT RIGHT METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH NO. or = f>� METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH In I STEVEN R. AAKER AND 1461 MONROE PL.. LOUISVILLE, CO 80027 402078 m'4328069 SF 553 m' 5949 SF _ 553 m' 5949 SF 401525 m'4322120 SF U23,U24 - RALPH K. AAKER 5310 KEWANEE DRIVE, BOULDER, CO 80303 _ --- LLJ $ 2 BOYLAN FARM &RANCH. L.L.C. 1550 W. KAGY BLVD., BOZEMAN. MT 59715 554515 m'5968940 SF 1882 m 20256 SF 85 m' 915 SF 1967 mll 21171 SF 552548 m w '5947769 SF U23.U24 w q _ tA Z 3 DANIEL H. HITCHCOCK. ET AL 19 LARIAT LOOP. BOZEMAN. MT 59715 4435 m' 47741 SF 318 in. 3427 SF 318 in, 3427 SF ITT' 44314 SF U24 oN 4 STOCKMAN BANK OF MONTANA - P.O. BOX 250, MILES CITY, MT 59301 9085 m' 97792 Sr 286 m' 3076 SF 286 m 3078 SF 8799 m 94714 SF 112 rti' 1204 SF U24,U25 a ti� v 0 5 CHURCH OF CHRIST OF BOZEMAN. MONTANA P.O. BOX 1106. BOZEMAN, MT 59771 5989 m' 64469 SP 633 m' 6812 SF 633 m' 6812 SF 5356 m' 57657 SF U24,U25 Z A MONTANA CORPORATION _ N 0 6 RICHARD N. STEFANI 950 STONERIDGE DR., SUITE I, BOZEMAN, MT 59718 8903 m' 95832 SF 18 m' 192 SF 18 m' 192 SF 8885 m' 95640 SF 245 m' 2639 SF U25 0 z z -- o U U25 7 CENTENNIAL INVESTORS. c/o JOHN TWISS 1530 KEY BLVD.. APT 808. ARLINGTON, VA 22209 4690 1n' 5048G SF 416 m' 4474 SF 416 m' 4474 SF 4274 m' 46012 SF 2 p Trkk ¢ — V ?Q 8 EVANGELICAL FREE CHURCH OF BOZEMAN. 1701 SOUTH 19TH AVE.. BOZEMAN, MT 59715 2330 m' 25078 SF 229 m' 2460 5F 229 m' 2460 S 2101 m' 22618 S 671 m' 7225 SF U25,U26 U INCORPORATED. A MONTANA NON-PROFIT CORPORATION O _ 9 WILLIAM R. & LORIJ. MARTINDALE 200 LOWER SCHOOL RD., BELCRADE. MT 59714 3844 m' A1382 SF_ __ 3844 m' 41362 Sr 574 In' 6163 SF U25 L O U -_ C'' `rrrVlll z 10 LINCOLN PLACE. L.L.C. 5 GALIATIN DR., APT D, BOZEMAN, MT 59718 4047 m' 435GO SF 4047 m' 43560 SF 66 m' 715 S 656 m' 7063 SF U25.U26 y ZS23 In V 11 MONTANA STATE UNIVERSITY, A UNIT OF 204 MONTANA HALL, BOZEMAN, MT 59717 10538 in, 113430 SF 19 in. 20B SF 19 m'_208 SF 10518 m' 113222 SFj 39 m' 417 SIF U25.U26 O QI F d1 THE MONTANA UNIVERSITY SYSTEM z 12 MONTANA STATE UNIVERSITY, A UNIT OF 204 MONTANA HALL, BOZEMAN. MONTANA 59717 358445 m'3858401 SF 113 rtI' 1216 SF 113 in' 1216 SF 358322 m'3B571B5 SF 2661 in' 20644 SF 44 m' 471 S U26-U25 THE MONTANA UNIVERSITY SYSTEM 00 a; DO U26-U28 F 13 MONTANA STATE UNIVERSITY. A UNIT OF 204 MONTANA HALL. OOZE N. MT 59717 647476 m'6969600 Sr4970 m' 53501 S 4970 m' 53501 SF 642506 m'6916099 SF 695 m' 7478 S THE MONTANA UNIVERSITY SYSTEM U28 0 0 14 SWAN FALLS. LLC. 716 SOUTH 2OTH, SUITE 101, BOZEMAN, MT 59718 4476 m' 48184 SF 4476 m' 48184 SF 124 m' 1332 SF A MONTANA LIMITED LIABILITY COMPANY --- - - uze 15 SWAN FALLS. LLC. 716 SOUTH 2OTH, SUITE 101, BOZEMAN. MT 59718 383 m' 4125 SF 383 m 4125 SF _ _ } ZZQ F- A MONTANA LIMITED LIABILITY COMPANY U28 J?o A — a0o + + 324 m+ 3489 SF 3710 m' 39940 SF 263 m' 3049 SF U 16 EOWARO W ANAKER & STELLA E. ANAKER 1905 WEST COLLEGE ST., BOZEMAN. MT 59718 4035 m A3429 SF 329 m 3489 S - } U28 17 EDWARD W. ANAKER & STELLA E. ANAKER 1905 WEST COLLEGE St.. BOZEMAN. MT 59718 383 m' 4125 SF 383 m' 4125 Sr_ J a U28 _j N 18 UNKNOWN JUNKNOWN 1166 m' 19008 SF 1766 m' 19008 SF C� _ uze 19 UNKNOWN UNKNOWN 167 m' 1800 SF 167 m' 1900 SF U2B 20 PATRICK BRIAN ROGERS & 2910 COLTER AVENUE, BOZEMAN, MT 59715 2129 m' 22921 SF 594 m' 6390 SF 594 m' 6390 SF 1535 m' 16531 SF 85 m' 910 SF 0 KRISTINA K. ROGERS U28 � Z 21 BRUCE WIEGAND & MAUREEN WIEGAND 625 SOUTH 19TH AVENUE. BOZEMAN. MT 59716 4035 m' 43429 SF 150 in, 1617 SF 1 150 Mll 1617 SF 3BB4 in- 41812 SF_ 64 In' 689 SF � a o ° V) a z za a � a 0 ko R ko 4 NOTES I. ALL MEASUREMENTS ARE METRIC EXCEPT AS NOTED � BACKSLOPE LIMITS INCLUDE ROUNDING +� N m o¢ 2. TRANSITION S 5 USED LINE A CHORD RATHER I LTHANVA CONSTRUCTION LIMITS 3 c N-3 CUT OF FILL a,a CONCENTRIC CURVE. 70E oT T0.l 3. THE ENGLISH AREAS ARE FOR INFORMATIONAL FHWA/DOT APPROVAL APR 8/29/06.ACOB/29/06 V N 2 PURPOSES ONLY. MAP REVISED 2/23/07 '$ Urn m 4. ALL STATIONS AND OFFSETS FOR R/W BREAKS ARE IN REFERENCE TO THE R/W BASELINE. In G �T ( �� I OWNERSHIP In TOTAL AREA I GROSS R/W AREA EX.EASE.AREA NET AREA REMAINDER CONST.PMT. AREA EASE. AREA SHEET a W PARCEL NAME ADDRESS LEFT RIGHT No. = M METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH METRIC I ENGLISH METRIC ENGLISH METRIC I ENGLISH METRIC ENGLISH v: 22 FIRST SECURITY BANK OF BOZEMAN 208 EAST MAIN. BOZEMAN. MT 59715 5147 m' 55406 SF 575 0 6194 SF 575 ml 6194 SF 4572 m' 49214 SF 90 m° 969 5F U28 A MONTANA BANKING CORPORATION f _ � c0 = 23 ROY V.WIE GAND FAMILY 7RU5T, fl/2 INTI 625 SOUTH 19TH AVENUE. BOZEMAN.MAN. MT 59718 8579 m' 92347 SF 205 m° 2206 Sr 111 m' 1195 5 316 mI 3401 5 8263 m' 80946 5F 20 mi 215 SF U20,U29 w u VERA M. WIEGANO TRUST, I I/2 INT 1 ui x N Z 24 SBL ENTERPRISES LIMITED PARTNERSHIP 700 DELL PLACE, BOZEMAN, MT 59715 2447 ml 26343 SF 232 m' 2500 SF 232 m' 2500 SF 2215 m: 23843 S U28,U29 - t N N E 25 MICHAEL E.& KATHLEEN R. MAIERLE,ETAL 3125 AUGUSTA DRIVE, BOZEMAN, MT 59715 2508 ml 27000 SF 110 ml 1186 SF 110 mF 1186 SF 2398 m- 25814 SF 55 m' SB9 5F U29 v O O Z 26 E & F PROPERTIES, INCORPORATED 1805 WEST DICKERSON STREET, UNIT 1, 8057 m' 06728 SF 238 my 2566 Sf 238 ml 2566 SF 7819 ml 04162 SF 151 m' 1630 Sr U29 W J A MONTANA CORPORATION. ET AL BOZEMAN, MT 59715 i N 0: — O Iz Z o 27 THE SEEDY K'S. 4515 CASCADE ST.. BOZEMAN. MT 59718 2822 ml 30375 Sl 97 ml 1049 SF 97 M. 1049 SF 2724 m' 29326 SF 260 ml 2795 SF U29 v A GENERAL PARTNERSHIP. ET AL 1�I 2 C3 26 MONTANA FARM BUREAU FEDERATION 502 SOUTH 19TH AVENUE, SUITE 104 6098 mI 65644 SF 127 m' 1371 SF 127 m' 1371 Sr 5971 0 64273 5 89 m, 959 SIF U29 I/+ ti Q A MONTANA NON-PROFIT CORPORATION BOZEMAN, MT 59718 29 LEE ANN FELLOWS SHANE 906 NORTH 17TH. BOZEMAN. MT 59718 1010 m' 10875 SF 28 m* 304 SF 26 m' 304 SF 982 m' 10571 SF 91 ml 983 SF U29 v Vr/ 30 CRAIG C. FELLOWS & MARY K. FELLOWS 8473 WAGON BOSS ROAD, BOZEMAN. MT 59715 1010 m' 10875 SF 29 m' 308 SF 29 m' 308 Sf 982 m• 10567 SF 91 m' 983 SF U29 L z 31 CITY OF BOZEMAN. MONTANA. 410 SOUTH 19TH. BOZEMAN. MT 59718 1603 m' 17251 Sr86 m' 931 SF 86 ml 931 SF 1516 ml 16320 SF 61 0 656 SF U29 F T4_V) Z� U A MUNICIPAL CORPORATION O pp O m x � `m 117 m' 1255 SrU29 32 CONNIE MANGAS 8383 FORSWALL ROAD, BELGRADE, MT 59714 1280 m' 13775 S 37 m' 397 SF 37 ml 397 Sr 1243 m' 13378 Sr df 33 BRADLEY C. STRATTON & 915 SOUTH 3RO AVENUE, BOZEMAN. MT 59715 6034 m' 64952 SF 152 m' 1634 SF 152 m' 1634 SF 5882 m' 63318 SF 118 m 1270 SF U29 M N q VIRGINIA P. STRATTON. ET AL Ir'I �J 0 F 34 DEAN H. SIMONS & MARY ANN SIMONS P.O. BOX 901, COLUMBUS, MT 59019 1280 m' 13775 SF 67 m' 726 SF 67 mT 726 SF 1212 m' 13049 SF 89 m° 957 SF U29 35 JOAN M. FERRARO (1/2 INT). 811 WEST KOCH, BOW". MT 59715 1678 m' 18066 Sr 50 MO 538 SF 50 ml 538 SF 1628 0 17528 SF 208 mI 2237 SF U29 00 IRA MARTIN BAKKEN & BARBARA J BAKKEN (1/2 INT) 36 FIRST CHURCH OF THE NAZARENE, a/k/o 315 SOUTH 19TH AVENUE, BOZEMAN. MT 59715 8083 m' 87000 SF 174 ml 1876 SF 174 m' 1876 SF 7908 m' 05124 SF 393 m' 4228 SF U29 F- F- FIRST CHURCH OF THE NAZARENE OF Z J�O ABOZEMAN, MONTANA. 0_0 A MONTANA CORPORATION F-Z F- 0n �w 37 EL ISHA TR IPP & KARA TRIPP f1/2 INTI 216 NORTH WALLACE AVENUE, BOZEMAN. MT 59715 2394 ml 25771 SF 2394 m' 25771 SF 225 m' 2422 SF U29 J Q a sJN &KENDRA FELLOWS 11/2 INTI 8473 WAGON BOSS ROAD. BOZEMAN. MT 59715 C9 38 LEE ANN FELLOWS SHANE 906 NORTH 17TH AVENUE, BOZEMAN, MT 59715 941 m' 10125 Sd 31 ml 336 SF 31 my 336 SF 909 RN 9789 SF 91 m' 984 SF U29,U30 39 JOSEPH SLEVIN & JILL SLEVIN 8705 WEST PANORAMA DRIVE. BOZEMAN, MT 59715 1130 m' 12165 SF 1130 m' 12165 Sr 135 m' 1448 SF U29,U30 0 40 WENDY N. COWDREY 1007 BERTHOT DRIVE. BOZEMAN. MT 59715 1115 m' 12001 SF 1115 m! 12001 SF 121 ml 1304 SF U30 0/k/0 WENDY N, CROWDREYLu O a1 m. 984 SF U30 \ 41 M. PAUI & SHARON K. CHRIS TENSON P.O. BOX 1338, ENNIS, MT 59729 941 m' 10125 Sr 31 ml 339 SF 31 ml 339 SF 909 m 9B4 Sr5F {� Q 42 ROBERT LEWIS STARK 3123 SOURDOUGH ROAD, BOZEMAN. MT 59715 1116 m� 12017 SF 1116 ml 12016 SF 121 ms 1302 SF U30 Q W 43 EASY STREET VENTURES. LLC 945 NOBLEWOOD. BILLINGS. MT 59101 2202 m' 23705 SF 82 m' 883 SF 82 m' 883 SF 2120 mI 22822 SF 202 m' 2175 SF U30 Q Q 2 44 JILLIAN WATSON 1810 WEST OLIVE STREET. BOZEMAN, MT 59715 225 ml 2424 Sr 225 ml 2424 SF 4 m' 45 SF U30 Z 0 45 TEAK BASSETT 1810 WEST OLIVE s2C, BOZEMAN, MT 59715 163 m' I7SO SF _ 163 m0 1750 SF IS m'_ 160 SF U30 4 $ NOTES: I. ALL MEASUREMENTS ARE METRIC EXCEPT AS NOTED BACKSLOPE LIMITS INCLUDE ROUNDING ,w�, N OA P O N 3 2 TRANSITION THE S ES USED LIS EA CHORD RAT HIE RLTHANVA CONSTRUCTION LIMITS; --c_p0 WHERE A CUT SECTION — pp cm CONCENTRIC CURVE. TOE OF Flu - Z 3. THE ENGLISH AREAS ARE FOR INFORMATIONAL FHWA/DOT APPROVAL APR 8/29/06.ACOB/29/O6 O^N PURPOSES ONLY. ,S iltniao 1 4. ALL STATIONS AND OFFSETS FOR R/W BREAKS ARE MAP REVISED 2/23/07 IN REFERENCE TO THE R/W BASELINE. N .. �.� �: N � ill V OWNERSHIP tA TOTAL AREA GROSS R/W AREA EX.EASE.AREA NET AREA REMAINDER J Q LEFT RIGHT PARCEL NAME ADDRESS CONST.PMT. AREA EASE. AREA SHEET ¢O w METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH NO ~ = I� METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH METRIC ENGLISH v1 46 PAUL AGENTEN & CHRISTINE AGENTEN IBIO WEST OLIVE 1128. BOZEMAN, MT 59715 166 m' 1788 Sr 166 m' 1788 SF II m+ 118 SF _ U30 47 ADRIENNE W. SCHROEDER & 1810 WEST OLIVE #2A, BOZEMAN. MT 59715 169 m' 1822 SF 169 m' 1822 SF 11 m+ 115 SF U30 r w w at DAVID P. SCHROEDER _- __ w !�8 to Z ti t S48 VICKI A. HARVEY & ARTHUR R. HARVEY. 6342 DAVIS LANE, BOZEMAN, MT 59715 935 nl' 10063 SF 18 m+ 173 55 16 m' 173 SF 919 m' 9890 SF 4R m' SIB SF U30 h d/b/a HARVEY BROTHERS BUILDERS w w 't U30 m ~ 49 MARY H. RAUCH 6383 CATTLE DRIVE, BOZEMAN, MT 59715 OWNER NOT FIC ATION 0 Y v O O Z 50 GLORIA J. HARDIN 6125 SOUTH 19TH AVENUE, BOZEMAN. MT 59718 897 m' 9660 SF 31 m+ 331 SF 31 m' 331 SF_ 967 In' 9329 SF 64 m+ 609 S U30 r, I+q J 51 STEVE LIEBMANN & MARIANNE LIEBMANN 7177 JADE HILL LANE. BOZEMAN. MT 59415 9931 m' 106896 SF 16 m+ 176 SF 16 m' 176 SF 9914 m+ 106720 SF 347 m' 37337 Sr U30 O ~ Z M O L1 52 SAAM REAL ESTATE, INCORPORATED 7177 JADE HILL LANE. BOZEMAN. MT 59415 2709 m' 29160 SF 108 m'�I 165 SF 108 m' 1165 SF 2601 m' 27995 Sr177 Ml 1907 SF U30 Lp53 BNSF RAILWAY COMPANY AND HEIRS & 12748 m' 137225 SF 12746 m' 137225 SFDEVISEES OF MARGUERITE KIRK AND FARMERS CANAL COMPANY _ _ U28-U30 Q1 A CORPORATION IFiJMI � (� c/o BILL TATARKA 19 LAKE ROAD, BOZEMAN,MAN, MT 59718 _ — O 0 U23-U28 Z 54 MIDDLE CREEK DITCH COMPANY, Qo _ A CORPORATION x r Z c/o HAROLD LINDVIG 6767 FOWLER LANE. BOZEMAN. MT 59718 F++ Y O o� — � pUq U� w 0 F- 0 - z r z J�O Ar � L1 r z N �1 J aj �JN CP O Lij Lc� zz /� Q t�t^ Lo Q Z Q Q 1�1 Z r u- Q) b o O� S � S N NOTES: I. ALL MEASUREMENTS ARE METRIC EXCEPT AS NOTED BACKSLOPE LIMITS INCLUDE ROUNDING 2 o¢ TRANS T�ON SES USED LIS A CHHORD RATHIERLTHANVA CONSTRUCTION LIMITS n INE t p CUT SECf10N TOE OF FILL t O M CONCENTRIC CURVE. oI j ij Y 3. THE ENGLISH AREAS ARE FOR INFORMATIONAL FHWA/DOT APPROVAL APR 8/29/06.ACOB/29/06 N PURPOSES ONLY. : 1 MAP REVISED 2/23107 $aT 10 4. ALL STATIONS AND OFFSETS FOR R/W BREAKS ARE IN REFERENCE TO THE R/W BASELINE. 41 q� _� � *► _ C7 I :7 I� N a W O ro TYPICAL SECTION N0, 1 I+73. 12 BEGIN PROJECT I+73.12 TO 2+25.32 TRANS. TO TYP. NO. 2 ~ w (0 LUtA w Z on 12.57 m - 11,20 m AGG. TREAT. ► TACK 11.20 m AGG. TREAT. ► TACK ham. m 10.3T m SEAL & COVER �p .. 0 10.37 m SEAL &COVER Q 0 1.22 m 3.66 m 3.66 m 3.66 m 3.66 m 3.66 m 1.22 m SHLD TRAVEL LANE TRAVEL LANE MEDIAN TRAVEL LANE TRAVEL LANE SHLD Ci Z PROFILE GTAIDE= FINISHED T'DE 1,{t1A0LE 6s It FILL HEIGHT AT 6,12 SLOPE STAKE --_ CUT DEPTH AT Q SLOPE STAKE Q o vAaMBtF Lei _ 7", mm PL. MIX R,IT. SURF. 2.2 m - 200 mm CR. AGG. CRSE. v CROSS SLOPE -2% _�. CROSS SLOPE z -2X F z Y SURFACING SECTION DESIGN BASED ON QUANTITIES U a AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. THE HAVINGAN R VALUESOOF550UBCRADE 0 U � Z `^ UNIT UNIT ASPHALT DUST AGGREGATE -, COVER PLANT CR. CEMENT SEAL TACK PALLIATIVE TACK M a AREA square motors 2.568 4T54 square meters PER STATION 2074 2240 4.08 2240 M ocubic meters PER STATION 258.8 475.4 tons PER STATION 31.96 3.81 4.OB x tons PER STATION 591.9 liters PER STATION 269 515 F FILL SLOPES BACK SLOPES square meters PER STATION1 2074 0 - 3m 6r1 0 - I.Sm Srl 0 0 0 6 - 9m 1 311 1 3 - 4.5m 311 OVER 9 m 1 2s 1 1 4.5 - 6 m 2 I OVER 6 m 1.5s I } TYPICAL SECTION NO, 2 A QZO 2+25.32 TO 2+69.60 TRANS. TO TYP. N0. 3 J�o a 0 U J?J n �Ju _ 0 13.33 m __ 15.47 m 011.96 m AGG. TREAT, a TACK •I+ 14.10 m AGG. TREAT. & TACK I1.13 m SEAL & COVER •I _ 13.27 m SEAL & COVER 1.53 m _ 3.6 m 3.3 m 5.4m _ _ 3.3 m 3.6 m 2,45 m I.22 m 0 SHLD TRAVEL LANE TRAVEL LANE MEDIAN TRAVEL LANE TRAVEL LANE SHLD PROFILE GRADE= � OO FINISHED GRADE Q FILL HEIGHT AT 6.1- 6s It Q SLOPE STAKE Lw VARIA6I.E I O � 2.2 m 120 mm PL. MIX 1. SURF. ►1 Q zt 200 mm CR. AGG. CRSE. Z Q Q CROSS SLOPE _ -2% CROSS SLOPE _ -2X _. O Lj- b QUANTITIES SURFACING SECTION DESIGN BASED ON ���� I 0 M THE TOP 0.6 METERS OF SUBGRADE b a AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. HAVING AN R-VALUE OF 50 UNIT UNIT ASPHALT DUST AGGREGATE COVER PLANT CR. AGG. SEAL TACK N r.¢ MIX COURSE CEMENT PALLIATIVE TACK 3 v o 3 AREA square meters 3.028 5.486 square meters PER STATION 2440 2606 2606 2606 N N �,;�2 cubic meters PER STATION 302.8 546.6 tons PER STATION 37.40 4.48 4.74 8s 1 201 1 til I N tons PER STATION 692.5 liters PER STATION 313 599 L' n ci square meters PER STATION 2440 1 1.5 m 1.5 m 2.7_.^ _ VARIES I ` m h �1� �1 � � �1 J N < r O r w O W r TYPICAL SECTION NO, 3 2+69.60 BEGIN TYP. N0. 4 r w w 6l m w a e ul z 13.33 _ - 17.93 m m i 11.96 m AGG. TREAT. & TACK 16.56 m AGG. TREAT. & TACK 1I.13 m SEAL & COVER _ _ _ _ 15.T3 m SEAL & COVER o 1.53m 3.6m 3.3m 5.4 In 3.3m 3.6m 4.91 In 1.22m Z SHLD TRAVEL LANE TRAVEL LANE MEDIAN TRAVEL LANE TRAVEL LANE SHLD PIP0 r PROFILE GRADE= M v FINISHED GRADE Fri I FILL HEIGHT AT 6i 1s it SLOPE STAKE O VAttiNBEE � ^ C U 2.2 m � T- "O mm PL. MI BIT. SURF. 2.2 m �•�I -- 200 mm CR. AG;. CRSE. CROSS SLOPE _2% _ CROSS SLOPE _ -2% _ O Li - C' S2 OUANT IT IES ] SURFACING SECTION DESIGN BASED ON 0 _ AGGREGATE THE TOP N METERS F SUBCRADE � BITUMINOUS MATERIAL AGG. TREAT. HAVING AN R-VALUE OF so77 V Z UNIT PLANT CR. ACC. UNIT ASPHALT SEAL TACK DUST AGGREGATE COVER CEMENT PALLIATIVE TACK o r MI% COURSE !+y vi AREA square meters 3.323 5.978 square motors PER STATION 2686 2852 2852 2852 ocD cubic meters PER STATION 332.2 59T.B tons PER STATION 41.04 4.93 5.19 611 201 I F tons PER STATION 760.0 Iftera PER STATION 342 656 FILL SLOPES BACK SLOPES square motors PER STATION 2686 I.5 m 1.5 m 2.7 m rVARIEl t 1 0 6 - 9m 1 3+1 3 - 4.5m ail OVER 9 m 2i 1 4.5 - 6 m 2i I - OVER 6 m L Si I >- TYPICAL SECTION NO, 4 Zo A 2+69.60 TO 4+00.00 0-p e 4+00.00 BEGIN TYP. NO. 5 U.. > ?W- r u0 J Q a �JN 11.28 m 15.08 m 10.68 Is AGG. TREAT. & TACK _ 15.28 m AGG. TREAT. & TACK 0.3 m 1.53 m 2.23 In 15.28 m SEAL & COVER t0.68 m SEAL &COVER SOWK. BUFFER 1.53 m 3.6 m 3.3 m 3.6 m I.8 m _ _ 3.3 _m, 3.6 m 1.53 m 3.60 m L 0 m G BIKE LANE TRAVEL LANE TRAVEL LANE LT TURN LANE TRAVEL LANE TRAVEL LANE BIKE LANE FIT TURN LANE SHLD f` Z VA �j PR FILE GRADE= Uj FSHED O GRADE CUT DEPTH AT Q SLOPE STAKE Q Q Q- 100 mm CONC. SIDE AL - 120 mm PL. MI BIT. SURF. Q 2 60 mm CR. GRAVEL ASE 200 mm CR. AG CRSE. Z Q Q CROSS SLOPE 2% CROSS SLOPE = -2% ~ = O 1.68 m 1.53 m S m Q c BUFFER SDWK. ~ OUANT IT IES SURFACING SECTION DESIGN BASED ON 4<CONSTRUCT CUT AND FILL SLOPES AS FLAT AS PRACTICAL AGGREGATE THE TOP N METERS F SUBGRADE o (SEE CROSS FLAT SEC AS BITUMINOUS MATERIAL AGG. TREAT. HAVING AN R-VALUE OF so I .4 COVER PLANT CR UNIT ASPHALT DUST AGGREGATE I COVER ILL E '�+ N R. AGG. CEMENT SEAL TACK PALLIATIVE TACK - 3 %n It YI% COURSE 71 0c N N 3 AMIABLE• \ AREA square meters 3.115 5.3I2 square meters PER STATION 2596 2.656 2.656 2.656 .•� 152 0 ri cubic meters PER STATION 31 I.5 531.2 tons PER STATION 38.47 4.77 4.72 o liters PER STATION 312 597 N tons PER STATION 712.4 1 sauaro motors PER STATION 7.596 Iloilo N I � j J� < ~ O � W TYPICAL SECTION NO, 5 " 4+00.00 TO 14+51.00 14+51.00 BEGIN CM-STPU 1201(9) 17+BT.00 END CM-STPU 1201(9) O 17+87.00 TO 24+16.60 w m Z 24+16.60 END PROJECT = 9 24+16.60 TO 24+20.71 CONN. TO PTW Z i I1.20 m 1I.28 In T. m AGG. TREAT. 6 TACK h� Ln T.53 m AGG. TREAT. S TACK F-I a, 0.3 1.53 m A - `���•4111 tL p SDWK. BUFFER F, 7.53 m SEAL & COVER T. m SEAL & COVER B 1,53 m 0.5 m 1.53 m 3.6 m 3.3 m _ 5. I m 3.3 m 3.6 m I.53 m BUFFER SDWK. BIKE LANE TRAVEL LANE TRAVEL LANE MEDIAN TRAVEL LANE TRAVEL LANE BIKE LANE C: O 11��11 /y� 1- V�uBLF• FIINISHED GRADE FSLOPE ISTAKET V ----------- ------- ....i I ___ VARggLEw I --_CUT DEPTH AT SLOPE STAKE Q 2 p 100 m CONC. SIDEWALK Q� p V 100 mm CONC. SIDE 'AL K _ � 60 mm CR. GRAVEL ASE 120 mm PL. MIX BIT. SURF, 60 mm CR. GRAVEL BASE W 200 mm CR. AGG. CRSE. 'C5 �I\IL:�n/LJII/7� 1.5Y. CROSS SLOPE _ -2% CROSS SLOPE _ -2% .5% __J �n/^� zu r sri a� QUANTITIES U a O p-o� 4c CONSTRUCT CUT AND FILL SURFACING SECTION DESIGN BASED ON O _ SLOPES AS FLAT AS PRACTICAL THE TOP 0.6 METERS F SUBCRADE (SEE CROSS SECTIONS) AGGREGATE BITUMINOUS MATERIAL AGG. TREAT. HAVING AN R-VALUE OF so z UNIT UNIT ASPHALT DUST AGGREGATE COVER PLANT CR. AGG. SEAL TACK �, - MIX COURSE CEMENT PALLIATIVE TACK AREA square meters 1.607 451.2 square meters PER STATION .77 1506 .74 1506 PIP o cubic meters PER STATION IBO.7 451.2 tons PER STATION 22.32 5062.77 2.74 tons PER STATION 413.3 liters PER STATION IBI 346 1 FILL SLOPES BACK SLOPES squoro meters PER STATION 1506 0 - 3 m 6s I 0 - 1,5 m 0 3 - 6 m 41 I 1.5 - 3 m 4s 1 -+ 6 - 9 m 3s l 3 - 4.S m 31 1 OVER 9 m 2s 1 4.5 - 6 m 2:1 OVER 6 m 1 1.Si I } F Z A BUFFER WIDTHS (m) BUFFER WIDTHS (m) o STATION STATION B REMARKS �?� N A REMARKS FROM TO 5JN FROM TO 4+00 12+16.42 2.23 4+00 6+25.34 4.91 0 6+25.34 7+50 4.00 12+16.42 14+51 3,44 I7+87 19+00 1.53 7+TO T+19 TRANS. 7+60 6+19.05 7.50 DETAIL A 19+00 19+02.35 TRANS. 19+02.35 24+20.71 0 6+19.OS 14+51 3.44 DETAIL B IT+87 24+20.71 0 0 LLJ 1.57 m VARIES 3.44 m 3.00 m 0.S m BUFFER PATH h ~ 0.5 S.50 m SDWK. Q. Ex. CURB LLij O FILL HEIGHT AT SEE ►-P,%DNS SLOPE STAKE Q Q- 6s I V�MBLFAY Z Q Q � 100 mm CONC. SIDEWALK ~ Z 60 mm CR. O AVEL BASE 60 mm PL. MIX BIT. SURF. Q 150 mm CR. AGG. CRSE. Q c b I.52 PATH OUANT IT IES 1 1 I.5%_ AGGREGATE13 4 �A¢, DETAIL A DETAIL B UNIT PLANT CR. AGO. ASPHAI T 4 3 vocn AREA square motors 0.160 0.450 j UM Z cubic meters PER STATION I6.0 45.0 trj b n m ions PER STATION 41.I T 2.4 .� 1 m y r� '. C' �` I ,i I J� DETAIL a W o r 41 M o = r � ---------- --- r y� ..d" _o g z S SUBEXCAVATION DETAIL N CONDITION A Ln L, o USE WHERE DEPTH TO NATIVE GRAVEL STRATUM Q ("d" - SEE CROSS SECTIONSI IS 1.2 m OR LESS z J 1.5 m TRANSITION SECTION 0 FROM EXISTING CURB TO z LAYDOWN CURB U E a STABILIZATION J E d"cl p GEOTEXTILE a V x u O CONTRACTION JOINT :z �. EXPANSION JOINTS COMPLETELY AROUND SIDEWALK SECTION F O SUBEXCAVATION DETAIL u CONDITION B --CONTRACT ION JOINT z USE WHERE DEPTH TO NATIVE GRAVEL STRATUM N Qo ("d" SEE CROSS SECTIONS) EXCEEDS 1.2 m z 4 o EXPANSION JOINTS AT CURB RETURNS Q U C/� as� -BACK OF CURB •dml z 1.68 m TYP. a 1.53 m TYP. o� — 50 TO 63 DIAMETER BRASS CAP WITH ROUNDED TOP, SET FROM REFERENCE POINTS. STATE FORCES PLAN VIEW o TO MARK MONUMENT POINT IN CAP o AFTER INSTALLATION. STREET PAVEMENT 3 mm TO 6 mm BELOW PAVEMENT 1.53 m 1.68 m RAMPS, FLARES & LANDING AREAS SIDEWALK DRIVEWAY APRON } I50 mm CONC. (28 MPo) REINFORCED 150 mm TO 225 mm, BUT r ZZzo A STATION & OFFSET OF WITH 0.7 kp/m� FIBERMESH OR NO DEEPER THAN 13 mm SLOPE VARIES 1.5% SLOPE —STREEToo CURB RAMP CALLOUT— �� 152.4 x 152.4 x W5.26 mm' WWF ABOVE BOTTOM OF BOX. (('�� p SURFACE U„ FULL HEIGHT i� �� �� � Q r�tNO o( �? F+ CURBS_ TOP BACK OF LAYDOWN CURB QQJ /< ELEV. + 155 mm Q 1,,,` +' 90 mm PL MIX i mm � 7_ju �1 150 CONCRETE CURB & GRAVEL BASE ��� U 63,m , INLAND FOUNDRY CO. 150 mm CR AGG CRSE 150 mm CR AGG CRSE GUTTER MIN. PATTERN N0. 1034 `ry oQ� i OR APPROVED EQUAL. SECTION VIEW h I — LEAVE GRAVEL EXPOSED FLARED SIDE �� I 100 mm CONC. SIDEWALK 900 . FOR DRAINAGE. o • �.� I MIN. /yp _____. CL "D" CONCRETE r POURED IN PLACE OR PRECAST TRUNCATED DOMES r AND SOLIDLY PLACED. BOULEVARD APPROACH � O r � � 0.75 m LAYDOWN CURB / BACK OF CURB Q _ _ -� NON REINFORCED 150 mm MIN., 1.5 m - ROUND OR SQUARE WITH 13 mm FLARED SIDE _ CHAMFERED CORNERS OR LLJ REINFORCED PRECAST 100 mm SQUARE WITH 13 mm Q Z FULL HEIGHT CURB _- CHAMFERED CORNERS AND 2 Q 4 NO.6 REBARS. NOTE: ALL DIMENSIONS mm UNLESS OTHERWISE NOTED. Cj u- C CURB RAMP DETAIL MONUMENT BOX DETAIL o v '�111 I•o SUBEXCAVATION DETAILS CURB RAMP DETAIL t MONUMENT BOX DETAIL p\M BOULEVARD APPROACH Q 2 I C y _ _ :. :, r. .; DETAIL a W o o w PM I ~ V> 2.0 m MIN COVER WITHOUT INSULATION o' ,�� NEENAH R-3246-A 1.5 m MIN COVER WITH INSULATION �ZI�392 v WITH TYPE R N I-- Imp DIAGONAL REVERSIBLE Li"' GRATE OR EQUAL �g 6.0 m MIN. w7 w ll I� v wii �C"l o -16 mm DIA. SMOOTH ROD d� DUCTILE IRON PIPE 45' DUCTILE IRON BENDS. u, o N SIZE TO MATCH EXIST. MJ WITH 19 mm TIE RODS _ I (THREAD EACH END) 3.0 m MIN. IN EVERY OTHER AVAILABLE : BOLT HOLE. CURB FLOWLINE M31 GR.60 BARS WITH CUT OFF CURB HOOD AS NECESSARY FOR ADJUSTMENT $o BITUMINOUS COATING O " z I n -COMBINATION ", 'e .• .' 762 mm DIA. OPENING MANHOLE AND CURB W 0 o= INLET ROOF SLAB N a O Q� I Z ° 1 "MIN. 1200 mm ITYPE 3 MH - CONCRETE THRUST BLOCK o BEARING AREA PER TABLE - - cv o NEW STORM DRAIN RCP PIPE 1.2 m WIDE x 5.4 m LONG / - " x 50 mm THICK RIGID "BLUE BOARD" INSULATION 0 O 0. 150 mm BELOW WATER MAIN 75% MIN. FLOWLINE I F u ELEVATIONI -• z , WATER MAIN OVER STORM DRAIN I SEDIMENT CATCH plxll STANDARD UNLESS OTHERWISE (� a 4 a I BASIN NOTED ON PLANS m STORM DRAIN F, TO� _ o LATERAL ALL CONCRETE IS CLASS "DO" rm OR APPROVED EQUAL or- e NEW STORM DRAIN RCP PIPE 2 1.2 m WIDE x 5.4 m LONG 0 x 50 mm THICK RIGID DUCTILE IRON PIPE "BLUE BOARD" INSULATION SIZE TO MATCH EXIST. COMBINATION MANHOLE AND CURB INLET /dam 150 mm ABOVE WATER MAIN- o I m MIN. rj (2) 25 BARS to Z EQUALLY SPACED } •, a' v ° '\ M31 GR.60 BARS Q Z •.• W/ BITUMINOUS COATING 150 MAX. a=O00 A - - 1500 DIA.FLAR U- r D ENO 45' DUCTILE IRON BENDS. TERMINAL SECTION ? 0 rl MJ WITH 19 mm TIE RODS Q CONCRETE THRUST BLOCK IN EVERY OTHER AVAILABLE 25 BARS- BEARING AREA PER TABLE 3.0 m MIN. BOLT HOLE. 6.0 m MIN. DITCH FLOWLINE INLET NEENAH CASTING HINGED CONNECTIONS OR EQUAL WATER MAIN UNDER STORM DRAIN r7f 0 NOTE. NOTE: ROMAC "DUCTILE LUGS" OR APPROVED EQUAL MAY BE USED TO FACILITATE ENCASE NEW DIPIPE WITH 2-PLY ti TIE ROD INSTALLATION. MEGALUG OR UNI-FLANGE JOINT RESTRAINTS MAY POLYETHYLENE PIPE WRAPPING. ' • Z BE SUBSTITUTED FOR TIE RODS. E o STORM DRAIN I500 DIA. 175 � O ,n LATERAL FLARED END ti ~ TERMINAL SECTION Q o DIMENSIONS FOR THRUST BLOCKING °° E 0.75Z MIN. GR. TRASH GUARD o k 22 I/2' BEND p FITTING TEES & PLUGS 90' BEND 45' BEND & WYES REDUCERS & o0 n o o SIZES a �„ Q Z mm A B A B A B A B ° o 100 0.5 m 0.4 m 0.5 m 0.5 m 0.5 m 1 0.3 m 0.5 m 0.2 m Ee Q o p0 o m 150 0.6 m 0.6 m 0.7 m 0.7 m 0.6 m 0.5 m 0.5 m 0.3 m ° E a- ALL DIMENSIONS IN O I+ e a e a 200 0.8 m 0.8 m I.0 m 0.9 m 0.7 m 0.6 m 0.5 m 0.5 m SEDIMENT CATCH N 750 R.C.P. CLASS 2 UNLESS OTHERWISE NOTED h BASIN �a WALL "B" (AASHTO O 4 p 250 1.O m 1.O m 1.2 m 1.2 m 0.9 m O.8 m 0.7 m 0.6 m a ° • - •, .-. • ,•.'., M 170M) 6 300 1.2 m 1.2 m 1.4 m 1.4 m 1. 1 m 1.0 m 0.8 m 0.7 m o I� a °• WATER MAIN 350 1.6 m 1.2 m 2.0 m 1.5 m 1.4 m 1.0 m 1.0 m 0.7 m ADJUSTMENT DETAILS 152.4 x 152.4 x WIS.71 mm' NOTN 3' THIS STABLE IS BASED ON 1030 kPa MAIN PRESSURE FLOOR SLAB WIRE MESH m00 AND 9800 kq/m' SOIL BEARING PRESSURE STORM DRAIN 3 �'i3 S ANDARD UNLESS MISC. DETAILS FIELD INLET OTHERWISE NOTED 2 WATER MAIN ADJUSTMENT DETAILS ON THE PLANS. S 'lz NO SCALE NOT TO SCALE h DETAIL ~ W O w ro r = tn r cr M w w EXISTING GROUND w LA z' Wg _-________-�---------------- Ti 1-1 I II N N �~ -III O. c Q O w o Irl II = z IS � 1- TRENCH WIDTH I ��III¢LL O o .III I I — � mo 1+•I _ - I CURB FLOWLINE WI II PIPE BEDDING - COMBINATION MANHOLE _ CONC. COARSE > AGG NO 2 y. a o -III 450 450 I I . . _ I AND CURB INLET ROOF SLAB O U o III M II 150 z p�C " o e " e o o" = D I MANHOLE RING & COVER El o "".•. . .° . ..- , . .. . ,°•.• I I - CONCRETE m ADJUSTER/200 mm RINGS OO m MIN MAX. O _ I—I ..� <° •I I— �� TYPE 3 MANHOLE ROOF SLAB U v� SEAL ALL JOINTS N o STORM DRAIN X o J " •" • °D„n"•. ° ° " ." ° .° " ". . .•111 I \ I I Q 1 458 - CONCRETE PIPE _III •Y " " "• „ " "" • - PIPE i I EXTENSION WITH _ . . •I I- -- -----I J FLAT TOP r E `i o I i z NOT a USE ECCENTRIC TOP c p _ —•°o• ° °-` •— —e •—° •-s° - —I I I I MANHOLE WHERE ADEQUATE o IIII—IIIIIIIII—III IIIIIIIII—III—III- PRECAST TEE SECTION i HEIGHT IS AVAILABLE. - p WITH 1.200 m RISER I 1 0 ----------__ MANHOLE STEPS 1 I o Nn } in ASTORM DRAIN TRLINKLINE/LATERAL BEDDING DETAIL I II 1 r- - e- ► /� iaJ}rUQ o oo ----------- - --------___ ----- ----- ww _a om\ \ �JN _ c O O th PRECAST TEE SECTION a ° WITH 1.200 m RISER _1 _-__--- FLOW viMANHOLE ° I uo+ - I - - - -•- N I CALLOUT FROMET o ~ FLOW I ----_- . ' ROADWAY CENTERLINE Z Z —— —————— ———————————— - w ' b • W SECT ION A c PLAN VIEW SEWER RISER OFFSET TEE MANHOLE DETAIL o Q. a Q i Q FLOW _ `^ `^ UNLESSENSIONS OT OTHERWISE NOTED I u- ° 920 1219 III I R LAYING LENGTH s STORM DRAIN RCP SECTION ELEVATION VIEW RCPA SECTION MISC. DETAILS 3 to o TRANSITION DETAIL NO SCALE Gu\iio I S m N I a� STORM DRAIN DETAILLi N Ih W w W� ^ in Z W 1Ot C N in t _ `� \ . o �-i �o -y,` I �••• z � �� _ R RiNE�R—s==T rPWfiR Gr�MtTir RT� 2w61r :— —s+iFL� L—¢-�s— x Tt ^� _ ------- FLU.=LEL -- '�7�' _-_-_ z --------------...... /---��----------------------- l' -� �¢__ cl '------ ==°----===------==-oar-------=ate SOUTH 19TH AVE. 2 Q Q N 0' 37' 38" W I I v� / — PWR 9- — p W_ — IAS M �I W W_Q:PER T — — v W - - - - - w — w — w - - - - w.— W - - - - - W __S- F ci � xx x x x x x . x—x R - —� - " - r .. .. . z Q� STM' -==�fij y - U tY .. > zLd t co O I+.1 N� T 0 0 I Ly % % } r A U U � w wi Z E E ZE ZE rn }U- n ,n ,n H Z ~ 'n W �m wm� a ¢ r W ao w t\i a �-_ m- >- w JQa t!1W l0 W N ~ 1( U x t1U x ~ QJ JN Ariz x oiz X E n� E _- E -- E E - E _$ E E O',jrw ,000 ,o0 co 00 �O mm0 m90 m0 r-'-3w +W O +W Vl +N +0 0 rn+0 0 +N t ow 1498 NLLM NLLQ N— rnu upn rn QQin —— O 1497 Rim =l 95. 37 1496 — -- Q RIM =1 94. 0- VNIS qED GR DE Q 1495 2W kn uj — — O 1493 - — — — — m 45 mm x 110 0 RC f L. 3 v N C C lCh h C Q Y va ID T'a _ o L—F hr, — i�Zicis1EL ;i 'x h 1� �.� _ '.i'. I 1 �� �. Y s< Af. STORM DRAIN DETAIL ~ W _ rn 00 Ln Ln W g I \\ \ " z I 0 0 I1 i m -9Ln ® I o = - — — — — -� —r- --�-�-- - --�- -- - -tic WA_F8 4y POIR — = -------------- ----———— ————-- ----- -- --_ ----^ — (ic�7� _�1 =fir yt Q o ------------- ' ' ==_=ti_ j'--------------- ---'- — ---a— ` --p--___—___—_ j =—=— _=__§-------___-=_ /ili=== , in SOUTH 19TH AVE. H I _ ------------- -----Ln ( ----_--__ ________---___==-===-- cj ---------------------------- -------------- w-=------------------- �- - —— yr — — — — — — L — — — — — _ — — — — — - — — — — TEL v r L TEL — — — — — — — —_ Tft- - — = F — — — — W — — — — - ----- _--�__ = r TEL — — — — — TEL — _ _ _ — 1E — — TEL — — }-------------------- ---°__=_-_� — =________=_==--___=_--____==__—_____------ ------ ---�'r-- -- ----------------------------- - _ - _ -____- ---------_-- �lU - -- — - - GAS — .- - - - GAS ——__DAS_—r — ---- --------------- --------------------- � ' F ZLM =_��__--- —_------_ _ — - - Qo WEST LATERAL I MIDDLE CREEK DITCH __ .�y o > _zz� Q SEE DETAIL U � u7 Z ''� p �M or - 10 LD z o 0 2 L.LI 2 o 59 } ga a ¢Zo U U �F- r� Jpo A �F x rw� � E �E a0.. �E �JE °az rn z > xo •i1z0 fn �Zo rn JLUO W Jm0 ~?w 'n r W J m . W a.N a a'N J a G (n > cn:3 F co U % r m;x D�N O�x r o=x E 7 E E E C� E o O2 + o +N mt`Umo o +0mo +00 +N +00 + n U Ln UM L to ) 1492 451 L x 0 R ' l R. RL =l49 .8 /30 L. 3 c Q --- — -- — —� IN Q —j------ ----- -- - C�--- -- 1491 /NJ HED GRADE 'm m 45C w x 00.D m RC IR L C L. Qz Q Q w4j 1490 — — x — 1489 45 m x 30.0 RC IR L. 3 O c — a — $ 1488 Y — c N 4 N o c r: 45 x 0. m CP IRA C of o; vn r,¢ m o mo 4= •�► 0 y w V - STORM DRAIN DETAILCA ` W 00 " z CT) - u J T " oU I o W m CD Z 11 Z I W y�Q 11 Ln r • I C" k r r • 1' ,it I v O � • "F � o N = r�• � I , .,, z 1�1 Arc -.__ ----_-------------- -.-- -- --- ---- — _ _ SICK= _ SA � o " - - - - O ., _ SOUTH 19TH AVE. — — — — �__ _———_—--__- Qo = < --------- I- r- - --------- = --=_---_ - -- ---- --- ---------- - - -- ---- - -- -- -- ----- Wr-�_f==;�--r ='-==------------=W==—=--=cr=rr_.occur= =_=_c�c=Wc- -L:= b == R9�- 0 =-=�q==——==— W_--=____=-W`_= f=°= Llia r '' ��y--- f- ���E� ��------------------------------------ --- --------- --- - --F=� ------------------ F Z ---�i .�- - __ - - �- �-- - - ------------------- ----•------------------------- �-m------------------ *� p.• FO �r';/�/\ - -- -- ------- FO - - LL _ FO - - - - y — - - FO — — - - - FO df ��— WEST LATERAL Na� MIDDLE CREEK DITCH = Fi I ;;rn 1/ SEE DETAIL "} r ull, �n u O 1 % % 9 } a a u �Z no A � JOo w Z Z w ZE eaZE Inzrn o rn }U- F O r O w �KN a J?W u0i Q m W K K J m N d �- d W w d' 00=1 Y Q a J r J O,7 N' t- H oDU x <- <- ooU x O\x 7 Jv"i \ sa sa \ OM E E 'u0irw mew �� E E o�E O E o�E oo ci0o N?o om E 00 O O OO N S M17 W w wM v'O +00 R1Y =14B8. lO +N +Gw +Ow +00 +N 000 ON ao can + coav, ooa V) mur� o+- -urn -- - - - i PSI i GRO DE 1488 --- w o 1487 RIM =1496. 110 Q 1486 _ o Q� Ln Q z W 1485 — — — _ 11 - x w $ 45 x 140 0 n, RC 1A R. 'L. 3 — O oau 1484 O o v r, m 1483 N N — b �Nv3 1482 � 45 m x 50.0 RC' 1 7. 'L. 3 In — — - -- o +N- ,t ' ��N �Hx ynx E` x C Unoo y r 148 1 - "�`` FT y • i �. .; i � � J O N STOMI DRAIN DETAIL Ln N o I ^ 1 _jZ lJJ N IL W W m z � 1, 3 "� In "1 W _ �e ,. = OZcis a.��— — �FH 7�� z v---------- �• z vfGT{t- ---fB-T ---� Fc3-T{� ----------------------------------- - --- --_----- -o-====______ I+M o -_ f�-•r U AN - -I— — SAN - -M-- - - SAN- - - - — SAN - - — - - SAN — — — — — SAN —1 SAfY- - - — — SAN — - - --- SAN —_ .-=--------- ZZ SOUTH 19TH AVE. a z� I ------------------------------------ i } fin= c _ =- -- - - - - _-_--_- - - - - - ar-r-=r- ==s-_��] ---'--=_ =- --- - s>-a o_ 3 -_ '-_''_ ------ - --w- w- O O - - 77 , o- z , I . �,, 0 0 -- x _o =aa�-PWR - - - - I PWR {-." : ; ,� /� C) I c� �` �� U IV Z O F�+ �n o �— W - - - - - W - V F O. F 0 :11t �?14 'I w 1i �� - Q FQi], / ISO BA w L7 ii l _ Q STA. 14+51 �1• _ I I;'ram BEGIN CM-STPU 1 201 (9 ) d o Z 11 10, I Y II I cl 5 E ZZ} a a U U a7o A �� r-� t w 0 Oo Jw w z JE _jfi LI mz,� M �zo Jzo M Ld �Zo FZ 0 r7 wco a �C13 cr ma' a mir^ JQa �N Y co H �U^ H 00U- J1U/1 r J oux o�x cn o�X o�x ni E o f o E ri In E E E 0000 NN NOO NOW OO ^UM ^- ^UM ^QV1 M MN MOO ^UM ^UM _ o -RV 1412.23 - Zt - - W O zz 1482 _ __ _ — — - — - Q to - 1478 -- - RA E - -- --- LLJ O 148144. Q. - - - —-- - RIM = 480 08 N Coma- _ _ - -- - Z 2 m - - Q Q rr Wwa /480 — - -- z Q�� 12 .0 RP R. CL. 3 � � ��� 1479 m o o mow, + 4 0 — f5 .0 m P RR. CL 3 —m Q n.¢ oc ro ai ^_ -- — --- ONO P all 3 /477 o ;a �g4SFMAx 1. m ?CP IC 1476 � � x F h .. � A, :l:. � 1 II 9tJORMSTFU ,zo,l,z) aW o DRAIN DETAILI � � I rn w I I Du I � Ln I PI = 16+67. 52 Z�� I ww 00 Q I I g 1I I A =2° 20' 17" (LT) _j M , � w R =1.000 m i z T =2 0.4 1 m m cm zi $ Ln o I �^ + E =0. 21 m + co m + I Q c z a a I (} J - - u w _ _ — — — — --- N — — — — — — — F v (� --------------------- 0 z — f0 TEL — — — — �Tft � � g r .w. � ^�_- � •• .--., -�� �• — �='= crf=� I�..— ._- �'7=_ �.g � v SP - - - - - _ — AN I — ♦ — — — — — GA' — — AN SAN — — — — — SAN— — —N —w--- v, _ - - SAN - - - — S N - - — SAN - - - --@6AN - - - _ _� SAN — — — — — SAN — - - - - SAN - - � � l SOUTH 19TH AVE. 2 0 — TM G3 Qo SIFM \ 0- 30' 1 7" W N 1 3�' 01Irr I E N p• M HE rI w \— — mma IF- � — =� 411j, w �TM`l-�-�-- TAtD---�' - --- ------------------~ -� 0 a — — — t- �- HAd — - — — ocsa - - - - -- — '- - It w a a w e- e- Z �to to m cn m W — — — — — Ln o b. N 1 P1 =15+67. 33 ri �(' A =2' 02' 18" (RT) STA. 1 7+$7 z END CM- STPU 1201 (9 ) w o z co a U T } �Zo J A �w 0 a 0 W a 0 w �E U_ r~ J�p }Z o �m m F- u ^U W u x }J U E o p= ^ .n E rn E c0 +10 mN WUM 1477 0 -- _-------- 1476 1 Z wo 1475 Q 1477 ——�— 1474— LF 1476 — — —— 0 � n --- L 172. 1 Q Z oo¢ 1475 -- 1473 — w!u� W U o�u /474 o s — 1472 O -- o � '^ ''III i• m " _ o4 o - --- — 1471 a Ln ~ v 1470 vow w ♦ri- --- wl 4l r"1 2 ~ �� C — 1500 n x 77.p S Rc iR t� 1469 m N i STOR DRAIN DETAIL ~ W o= � w mLu CV IF- N N Icn Iwo WW rn III-- LZI $ I lo U' ZLn w Iw I 0 4 ~ Y I N ZM LA a o ���iii II 0 0 __- r------- GOD 0 -------- _ - ------- - -=--___ _ _ ___________ _  _ _ = L'/I • - -----'- ----� ----�--------'--�------' ---J--1'--' J---1-------J----- =j====L====�_�_'------- -------- W — — —— W - A W ------------- -- ------- -- r--------- W W —— — — — — — r — — — — — W — — — — — i I- S N —A� - - - - - - - - - - - - -�� - -- - - - - -' - - W I SOUTH 19TH AVE. LA ; _ _ _ _ _ __� a o -_ --- ----- '`====== -==-=== __-_-====---_____' = - - 4 P ------------= T --- r--- � Tt '7: ro� TE _ _ •C�'-�Y-ate' rr Tr ED � ! o N , o 5p II � I _ 0 0 w O w W J J J Z Z m ' K j L O = U } g \ a U = QZ W a a U �0 4J�c A w w w� w -iE w �E w a E z_ E � �� �~ J Z o Ir w O J o w ~ WLL JmN cr ~FW N WE)" Q� W Nr N co fP- oWOa m7N f-U F JU Wwx ~o ad vex oux oU Ln~~o o�x of 7�vn o , o f M;F - E m ErI^ E E rw -ZE - E E Ec� o E 0E +moo +o E +20 +0 +�W +WO +20 +O +oz- ow FINISHED GRADE m00 mN mow NLLM NUM NN NNUM o00 ON -UM -- -QVl NUM N- - I O E IST NG GRA E - 47 1 - - FL =I 0. 2 WOZ o 147 1 cc L 146).8 1470 — — 469 a V) -- 465,22 _ Q 2 mmm FL =I 67. 9 468 Q 23W 1469 — 50 mmx 15. m RCI IRI C L. - U`W U Q �Q: 1468 150 m x 105.o RC I c. 2 _ 467 p o RC /R . L. 2 1467 r 0 466 c ,n = < �PIR. C. 2 , 3 ,�Q ,' — a.P 465 v��3 1466 '^ — m — W in 1465 �� y STORM DRAINDETAIL ~ W_ �N N CV N m o W LLJ Q w � Q -- o S N F- L/1 N R W + Or ~ > N � -- - z C� O, ip ___ _ ______ --_ •----- -''---' --a-�-- ------= -==- --—-------==- -- --- ----- — -=W I — — — — W — — — — — — — — — � W -TAD— — --w--- — — — — W — — — — — W — — — — — W W SOUTH 19TH AVE. `" r �- -} — — — — =rEtL— T 4�i ri— T - - - - -STL i+— ---------sr. --------- _—_ .S - _ - ----- S � M- — — — — STM — — —TSTM—' — O— moon m � r---i AAklt. AVA i r �—_ � — STM z n n n }\ \ \\\,� \ Z� — m rl LJ I a z� I r 0� 0 o 0 J Z J C m a r- W u a a CL �Z Awm w z a E dfw -ia �a ,<ai �? aUo r?E ram' 2 r a r m t-o �? E rn0. co0. ¢a n� FZ ,o -i O I 0 LO J� J X o W O LO Z X rn w m K r mW Z Z r--W J J QQ 01 d'N Q w R w Ln Q ti N rn W O- _ Z WUN r— <J ti�pE t• x (nUpao —r —� p��p �JN C O o_\x of �E�E �w rn - E C;11 cJ� r-J NEr- Mod Q o f OE rv~io rnEUWn m m Ew 2 E ?Vr _ EU Mtn o r= n > ui wE m a m r w 0Wa O� 010 om -Oz W pp. MOO ^mZ ^m -mW NOz N + O +o +-)w +oz +rn +rn +02 +2z0 +mw +m V1 +Ln + w NOO NN Fn0 In NOX Fn In nLnw 0000 w V, Q�w V.Z vXVI NUrn N- Na VI N-Uw Nr- N�- N-d' NU Urn NUm NUd' NNL) NW7 -Fl d5H D PAD � 467 I EX iT/ G G PAD FL =/ 66.22 —— — L - 146 .9 t-Li 1466 C) -- -` - aZ M W O 1465 4 r. - � 'mmm 15010 m n x 100 0 rl—P I W. ;L. 2 — o W°W 1464 __ _ - - - ti ��W 150 m x 3. m oa c�U 1463 1462 1501 R v x I07 5 P l 'R. ;L. 2 vN�S 1461 'w ' - �n ,nc� 1460 y ►: ,. r STORM DRAIN DETAIL ` r w O W I� r ,n i N r W w N W L �$ \ m 7 z y y �- ' MIDDLE CREEK DITCH COMPANY TE � - L f{y -TELL-Ftrr��- }a- Lam-' - C" -:L: -_-�--�--- - -- -�--�- - -- - -- - --�--�-- .� W —s- zw Lam=iEL _=___-_-_-_- 2 � o N 0' 37' 38" W — M -40 w ------ w- x / w � PWR — _ .� p r — AS — — -��-- TfU A7 — — J _ ..�a-s-c_ nnVnnOn w — — — — — W — W — — — — — w — — — — — -W.—_mow — — — — — W — — — — — W _ e We = c-- ==_=_===c=c=c=== GA_ FI rl 0-0 MIDDLE CREEK D,TGi C_ N-'i— STM -----�-SiM y — "".`='STM__"_-= N � IE v a o �ur-- .. .. .. ... . o LL o cr w Ea F A � 0 v E r� Oo a rtnr NE �'-^Wo U ru Et'� �0. ro tnxa �Z o ,nw EaL �w V'W� ~i. a >- n to to >- r w m 0 Q u ui6 rrir ui o tYx r0 rJu r<i Ew �nrr =-QQI`n E NE- ,pE r`Or N� �o E LL m E _zm .wtn U tnN On O co O= t-Q NZ� M r +N M 3 + +W NLL N— 1497Lo Z � 1496 Z RCS° I R. L. 3 EX ST/ G GRAD O W O 1495 -- — --- 1w NE GR DE Q 2 Jn q Q wwq 1494 _ P I W. L. 3m L' 49, ---- -- — F >W>Y k1 `4 In Z WWZ -- ----- u Qom" 1493 — — 0. 99 °i 7 0 x !I 5 R P / R. CL. 3 'Jill io 1492 _ _ — — 2 — N x O Of Q 3 h r.Q t i t• t• O , , 0 va�] 1491 2 — o DV1 j _-- M W llv\im b ��x is 1490 . . . . . . j y F W O STORM DRAIN DE 11 : E o= M II , C, 00 11 1 � W N Z xW z ' 8 , ��;' i I 1^z N In II11 III ��� ��Z 7• � I II J T� v---E -r�-o-oa- t -"`f _---`--s��'1 -H•_ _ �{� '/ •_- =S�=_=- =-•'-�-e W---=-�_--�_--'S�A1V�----_-----=----3-----_--=-----=-_-=-- ----=--= --------- -----------------�------------ TANSA`x 1 a Ln ---=- _ - ________ f f O SOUTH 19TH AVE. -- _ ei==L=1-------_--- ------------------ ---- ---------- ------- - ou 0' 37' �8" V�====-====-======== ==` '___--- - N �' 30' 7" W vZ`+ I -C----;------- - _ - -- - - M N — — ----W--TEL - —_ _L_— — L TEL _ N� ___ 1 fir' � -'C' __:A- _ _ _____ _ _ �.� kiE tlk` ---------, - -- ------- - ----------------------- Z � r -- ---- - - — ---- Cyr' ___--== _----,�- _f` ►xh ----- - - _ FO IF Z o ;ii111I'� O 0 'o J o C ) o 1� d LY F- W W Lr a a a �o A ~a xa x x M �w x a0o � O f U— F+ 9LA ��LA xrn M m roE m �E In rP: N r x X IJ tl' v Qp vlU�p w Hw craw r—aw Ina a ¢ —�— ^N a E,, �Qa O o m �I m y r ��rn > In r F J rJ OIO O~ N~ ~ Otlw I�w x a0w_�r` x W VI pi\H N Er - E _JJ°D In_9Jv E NI` -zca In EL) r- E E pi E - LL-r E E NE N Z w0ZLot In0 NO N�V"QO OOV " QO 00 N0 +00 +NO +N +N +__IJJO +W~JJO +N WN IODU IO—U t0— 1�— FLLOLLLLM �LLOLLLL M ED— IT 1491go _ - - — - a ' — Lu p 1490it- — — — — 1489 -o. oo _ — a mmm I 7- — Q �393W 1488 --- --- a mZZ In W ZI LL o�U 1487 p — — m - F:-F w It o w — — — / I I I 1486 — — -0. o oo- - - - — s .. v0co o n N 2 ItoN. jd± a a C U/n i6 E in d q i NE4 NE' SEC. 14 Ln SEC. 23 UTILITY CROSSINGS a,~„ o 0+19 UG TELEPHONE DEPTH UNKNOWN I o= In LA o E J (, w E u Q W D ' W pi Q f O N U Q I Q p N U O W I W f4p o _' LI W w _m N y�Q IS.2 I O y Z (�d0)0 1 4 �S o "' N O I n O Y I Q o r I EX. R/W z 1 a z 0 ¢ E / II E c, �k U _ M 2 rn z Dnn — W TELWJ — — — — — —,L — — —�a —� F rl o EX. R/W MIDDLE CREEK DITCH COMPANY EX. R/W 0 QI z O SOSW4 f� _" SEC. 13 ~!. NW4 NW 0 SEC. 24 E O N U 111""���999 O J } + W ¢ F O - U Z Z �O A aoo U } - 5 J~W V H JU �J N O 150 I 1500 /499 — -- — o Q z zQ: 1498 — — — — z 0 'ail I a N 3 voN3 0 iNo In �+ sn-3 y �: n ,r .y SEC. 1 4 CURB RAMPS OH POWER OH FIBER OPTIC CABLE TV UG TELEPHONE INCL. TRUNCATED DOMES WTI DETECTOR - REMOVED BY OTHERS I � I r W 2+85 LT TO 4+24 rn LT 2+85 LT TO 4+24 LT 2+92 LT TO 4+50 LT 3+86.22 14. 12 m LT 3+62 8 m RT O ; w� W 3 w it 3 E 3 0= 3+71 RT TO 4+50 RT 3+90.54 16.99 m LT 4+82 4 m LT 3 cr w � ? ~ � ~ Ln 4+19. 16 17.08 m LT M RELOCAT FIRE HYDRA T ' w E J n a a N AT A S E (V 4+23.05 13.66 m LT 3+75 RT TO 4+50 RT N 3+84.89 17.24 m RT 3+70.41 RT N x N < N m X r 3+89.67 20.64 m RT N W u + - w 3 E 3 N UG FIBER OPTIC Q, N w z a STORM DRAIN J Q ^' 4+19.48 17.67 m RT - O I ao o N J w w V Z N 2+92 LT TO 4+50 LT 4+24.28 14.28 m RT Z� (L 27.43 m a * Q, 3 w N Q 3+92 RT TO 4+50 RT g 0 O (2 LINES) , a (9 1 I a w o < WATER V1 ± m 3 ± .� J < I I < Z 1+73 RT TO 4+50 RT a + ti J = + s UG POWER 2+79 RT TO 4+26 RT W 54 --- - It Q EX. R/W o EX. R/W- m 3 -a -� I c �. v r - -s I ' a ---_ - _ Z TEk TEL. rr. -a Ti4 --------6L--__CEL--— ————— -` -� "c-- _---- N ¢ _- ----------- L_� /---y---------- ---------------�=-�= E o a Ln I 1/1 I-C>co N I I 1I N n O — — W — — M I W PW -- / I - - - ti R - - - _ IWR PWR W - W --------n - W----- EX_=R/W= W — — — — — W — W — — — — — W = — — R w.— w — — — — — ---r�__ _._ ------ --------- ai y11C - MIDDLCREEK DITCH l: •! ,My EX. R/W vYi EX. R/ r-Y - r - iIx caG a + iy a O E 0 0o v�o 4. `° ,mm mw i m O VMMn t o Ln + EX. D 3AINAG& I. 5 a cl r v o= 3 CEASE. T 0 ow z w M vi 0 E 3 q q UTILITY CROSSINGS ? a I I+I Q� SW SW J Q a 3+09 51 mm NAT GAS LINE DEPTH UNKNOWN r w127.43 r = c�Q N 3+71 UG TELEPHONE LINE DEPTH UNKNOWN ' + (90 1 _ E w N SEC. 1 3 m± 00 W - 3+82 UG POWER LINE (3 LINES) DEPTH UNKNOWN m E w O d 4+13 203 mm WATER LINE 3.41 m DEEP v E m o o m N 0 o STA. 1 +73. 1 2 r - + 4+17 UG FIBER OPTIC LINE DEPTH UNKNOWN N c� '^ E �'a w 0 w a E O 4+25 UG POWER LINE DEPTH UNKNOWN < 3,, ; r w Y w a BEGIN STPU 1 20 I ( 1 2 ) = 3 _ N rc < STA. 349+03. 8 (ENG. ) a N X = X _y ON S-243 (3 ) w w } aG w U w Q i Z a J v J70 Aa a a aoo G� Q ira NWq SW4 z ��W l� E SEC. 13am- E c� Jo o NEw JEj ow 002 Q1-2 +W +Ow +Lnw vZ Wwcr vva Tl N M G, A rFRL — o — KA V VD. IN LU E 12 Om RA 5 AND I- 7. m R�D! + EX EN ON _ 4+ 4 rcc — F� 21.43 ��B B W O _ � '• - 1 — b �9 WA6 1498 N w 1497 — -- — o o) D°• `_ 2 2 Q /496 60 vc — 0 1495 — --- KA VD. o 4+ 5.4.0 — �I e 1494 3 ew ox . UR a, lur ER ?r. r�Q CA 0N•W CC D "-A - AO 3 0 3 1493 N _ 'o •S. h W� I ADJUST WATER VALVE BOX CURB OPENINGS LEFT SANITARY SEWER MANHOLE, PLACE tA 5+17.62 18.66m RT 4+83 7.2 m OH CABLE TV OHT618ER TOPS+16ABTEf2VLINES) a w ADJUST TO GRADE•• r 7+66 8.4 m 7+96 LT TO 8+00 LT I 5+24.92 9.92m LT'- 0 w 7+96 LT TO 8+00 LT 3 E 3 w m M 3 E E 4 33 E 3 O I O 7+36.50 9.98m LT m ti U 11 11 O1 J O 2 � U to X a a J N o CID f N 3 E 3 E E J a a N a 18. 9 m w E U {� UG TELEPHONE a�ao ' 3 o `+° a s ¢ c m y o+ a ' I.-In OD X N U lD w l60' 1 z z a a 4+50 LT TO 8+DO LT ti E• +ti 3 N 0 cr 110 N � NU a+ - w z a - Q ti. �. + _ w v _ 1--Q 0 N Lf7— + 'A " + _ d J > J M iO�- Q S. O►-.., W Ln o ,n + m N q+50 RT TO 8+00 RT .z _ Z + - z CURB RAMPS F t z '^ - 7 �''•,O _co N n o i a a v+ UG FIBER OPTIC z x Q 3 o U INC . TRUNCATED DOMES N ` •w I w z w _ w z Ln z < � " 6+17.55 14.28 m LT zo a + I u p C 6+17 LT TO 8+00 LT f2 LINES) N w • $ z m 6431.95 14.28 m LT U a o r r z d N w _ 6+19.20 16.05 m RT o a cr J." w N l� +o / N 6+l31.40 16.05 n RT w r �I Fm¢ L^ 7+92. 18 14.89 m LT a 1' + eq C) inJI a m v� O N EX. R/W �y o Ex. R - 5�1 a -I _ - - - - -- z ® MIDDLE CREEK DITCH MP Nr �- - - • o ___ -- FT - ----- ._. �g - --- -- __------ - ��_ ----------- ----a- -_S =_=SFNr-----_-- SICN"- zf=--_SRNE J 3a�iS-''� - MI = _ = 7' I - -tea Ln CO—^o Ln_o __ __ -N----------- 2 q N N O V1 _ _ N _ N _-- -------- - - ----"_ -- - -_-_-_ ___ -------- --- - ---- =N ---____� N____-_ _____-_ -_ ° _—_______---- ' __ a �• 3O' 17' W M .� _°_____ - *d 0' 3 7' 43 8� 1�=E __ ________ -- E — E r r•1 - ----------- r c- IA _ _ - - - - - L_ - -N TELN - �N L TEL v T{t- - - ---_W_-_T-1'—-_-_ �_=__ __' = _ -' _ ___ __ Kill TEL _ O rl o AS —-- GAS --- == GAS —_ �_---------__ _----- -- --- ---_= a� _ ........ KIN 1�4 Fr o - ,� z DO NOT DISTURB TREES N v EX. R/W o DO N T DISTURB PARKING o V •a UTILITY CROSSINGS + N w + v +- Z� 5+25 NAT GAS LINE DEPTH UNKNOWN N O 6+18 OH POWER LINES (2 LINES) 8. 10 m CLR -ao \ \ , W ? a Q uQi 6+28 203 mm WATER LINE 3.65 m DEEP " - J o E ? O f7 O W W ` w M 41 w N •�^ v Ew 18.29 m 'n -w Ez z � + V) 10Lo �� 4+760LTOH PWERT0 5+16 LT •u' E Ln# E a.N 0 160 I w a rf N N In N N O w N w ~ w i- w ti w o O 7+96 LT TO 8+00 LT •# in a + a s - • . .. . . . .. . . . .. W .. ... ... . ... . . . . . . . . . .. . . . . . .. . . . AT GA O 4+50 RT TO 5+26 RT 7 4+83 LT TO 7+41 LT 7+90 LT TO 8+00 LT ZZ} A STORM DRAIN �.. .. . . .... . . . .. ... .. . .... w Q z o U 4+50 RT TO 6+q1 RT a a W U J O w U U a a�0 a J U a WATER a a z .n o z 4+50 RT TO 6+00 RT J a J Q 0. SANITARY SEWER NW' SW4 EU E Cr v �� bQu JUw 6+25 LT TO 8+00 LT SEC. 1 3 - E� N E> J E> E> rnE0 Ln ciE2 (nEo N h t' N f-2 l0 f-� t InW +N W +-wcr lDva' P v� veer tOc�Ln La N 1.153 C NC. Sl EW _K T. ° LL I_ N 1.53 n C NC. S/ ElV LK T, v tm _ RE INC ON WAY _ _ — - 1494 t L N • L 1-T3 U A ` l I m ua r N C NC. CUB GU'Tf L .. l CL. I .5 R 7!U . 2 /5 Om RA US, -f fXT NS IN O R &- EDl N — — — — l 1.4 1 m_B B W CON C RB 4 G 7T R :Dl 14 1493 ®— - - -- Q — — �— --- — — -- Q 1492 -- Qa 1491 °I490 Q) C — o ' — — — — 'III i ato 1489 a NgRADIUS ' RE /NG ON AT on C3 a: N COC. CURB & GU TE RT / L. I 2. R O! -2 .I 17. R D/U t EX ENS ON vNo 1488 N / 53m NC S EWLKRT. 11. 17 BB N C NC. CUB GU TE R . l CL. 1- '.5 RA)1U AN I 1 f. Om AD lS E TE 'Sl0 -w U in o0 1 N ON D C" RT. m I III I h 1 r UG FIBER OPTIC 11 11 3 z i E ; 40• 60 m R/W OH POWER WATER w a a - r� . AT EX. EASE. 8+00 RT TO II+50 RT 8+00 LT TO 11+50 LT (2 LINES) F W O v y w w 8+00 LT TO 10+19 LT In " 3 0 a w END CONST. PMT. OH FIBER OPTIC CABLE TV o= I� + ; v~i v~i ¢ * nLISU2 �r> mz AT A O rN r- c° u 8+00 LT TO 10+19 LT o 0 r �� - a J 8+00 LT TO 8+38 LT 4 4 u u a � ' X 61 SE NE RELOCATE FIRE HYDRANT , W r W OH CABLE TV wo Q� �• NN To SANITARY SEWER SEC• 14 •w rlJi �• m o w 8+00 LT TO 8+19 LT 8+00 LT TO 8+10 LT 8+09.00 RT r- w LO �: t �"•� r 60' ~ 8+19 LT TO 10+43 LT (2 LINES) UG TELEPHONE w N g a 10+43 LT TO 11+50 LT 'ii� O � ''�cv ••�, ' w �uJi v I 8+00 L T TO I I+50 LT ,� � 10+50 LT TO II+50 LT Ci_j z �f o Q r Q- r-J N J 8+00 RT TO 8+12 RT O W O 4 �•!' .� Of H I .� N J co J - fn J + fI +Q +Q t co M 4- =-- IAcz) J Q aD • • . i R. O V ,I • • • r + 1 n,J e0 Q iD rn +J Ln Q 1 +(n 54 r.; " EX. EASE. Q1 p r • i ,+ r<f EX. EASE. +N 1 �' MDOI.E CREEK DITCH C MP ANY C NST. PERMIT. ,ri �.a• '1 T - -- - -- - - - .- - ... z . .. . . . . ja, . :. . ... - - -•- - -•- -. ..F..� - - F - - -_ F �i{+ ' _=__=_ - - -- -� -_. -......_ � ir - N 0 te:�. i-ar_- 3AiV- --- - 4----Skfl----- c� (EX. R/ E _ _ _H _ N - ,n SAN _ ----- ---- ----- - Q Q E /' •.`- _ _ _ _ ":�_ ►kl = U • / _YSJ Lti CI3_-_ __s saa=eesaxceaa� ; .... EX. R/ - ----- - ----- ---- "_________ `-I __=______=___ -- IN Ila ! I a z --- - =" --- - ---- --�--- -- - -- - - '---- -----� --- - ------- ----- --- - --- ---- F o .. - -- - - - -----9 -- >r r-� z ao ; ',\� ,/ _ ---� L _ _ - - - - Q a d- `* - _ ..EASE. V L w FO - _- - Fb - - - - FO - -MIQDLOCREEK DI �COMPAFO - - - - - - - - FO -y - �- FO - - - - - FO 0 In cr 1- i �I ri/�� it v r. MONTANA DEPARTMENT OF ,n zT. '" //; rn co � + FISH, WILDLIFE & PARKS `r rA ^ - o °= v E + + +iO :F �� r �; / N v °' CURB RAMPS CURB OPENINGS RIGHT - 1- , s ADJUST WATER VALVE BOX INCL. TRUNCATED DOMES 9+96 12.2 m UTILITY CROSSINGS o 0 u a w ' n 8+16.77 11.43m RT 8+23.50 14.89 m LT m _' u .o E _ I �fl o 8+22.85 14.70m RT 8+12.23 16.22 m RT 4 q 13 8+01 UG TELEPHONE LINE DEPTH UNKNOWN 18. 9'" + °' E 8+22.87 9.65m RT 8+41.87 16.22 m RT SW NW O B+II OH FO LINE, 4 OH PWR LINES, OH CABLE ,o w o - u z ,i m 3r 10+58. 17 12.83m RT TV LINE 6.89 m CLR 2 ��• °+' a+ c6 ¢ou a a o ffi0� I;; - ¢ 3 E SEC. 1 3 8+20 254 mm SAN SEWER L INE 4.48 m DEEP S w a0 - "0 w w a_ ¢ _ E w v N SANITARY SEWER 8+30 UG8+23 S mm F BERWATER OPT C LINE E DEPTH UNKNOWN di a+ 0 + MANHOLE IN PLACE 8+07 --• W r z +rn m w m E 8+39 102 mm NAT GAS LINE DEPTH UNKNOWN CONST. PMT. ADJUST TO GRADE 10+50 305 mm SANITARY SEWER LINE 3.06 m DEEP END CONST. PMT. •X uu ¢ cr tvv 8+18.87 13.85m LT } AT PROP. LINE . ' z w 8+4 T.20 10.52m LT i n o A J w w 8+58.09 10.24m LT a a 9+28.26 I3,87m LT t1 L) L NW4 SWq a 9+80.22 10.45m LT } a 10+42.58 14.42m LT F ? N z z 10+49.96 3.81m LT i-W SEC. 13 a a 11+02.09 10.80m LT a- 11+30.94 3.77m LT �E> crE> OIR rNcm, +,flw +,OWc mvC mrr b O 1488 8f 1 .4 _ -m NG D LK - t Z 3- m BZ1 Lw O 1488 Q- V) L. I-11.0rRDIU , 15OmRA If EX EN ON - - - ♦` Q � 1488 �Z _ - O o t NE C C. CUB G TT AI DIA Q Z za 1486 a Q o 1488 a u b j 148-4 N 1483 L NC NT. l2- I r.0 R DIl l /I.Om 4AD JS E Tc" IO I!.2 m -B N 1 53 m C NC S/ EW LK T. AN 3. m SP 'AL PA H T. .� m N � 1 w OH POWER OH FIBER OPTIC CABLE TV UG FIBER OPTIC z 11+86 LT TO 12+34 LT 11+50 LT TO I5+00 LT l2 LINES) 4 4 a w w a w i 13+T7 LT TO 15+00 LT II+B6 LT TO 12+34 LT N E N E SE 4 NE 4 13+77 LT TO 15+00 LT ~ w UG TELEPHONE o M a w Iw WATER 11+50 LT TO 15+00 LT CURB OPENINGS RIGHT SEC. 1 4 E "' z ¢ I w 11+50 RT TO 15+00 RT 13+91 9.6 m Q SEC. 1 43 E W o wN i Ir a a M 14+70 6.5 m SANITARY SEWER ADJUST WATER VALVE BOX ¢'n I a m w U r� I w SANITARY SEWER MANHOLE IN PLACE 14+52.52 12.78 m RT M r z < 19' 1 0 11+50 LT TO 15+00 LT ,�,� 1� RELOCATE FIRE HYDRANT +°D w < w ��r (65' 1 zo w 11+50 LT TO 12+17 LT CURB RAMPS ADJUST TO GRADE W Q 12+29. 15 LT zo +�o m r �� �' INCL. TRUNCATED DOMES Z7� 14+96.29 4.07 m LT i 12+32.55 RT o doJ a < 11+93. 13 14.89 m LT Nf- Z 13+T5.00 RT x -� + f w N 12+24. 13 14.89 m LT ti r j o+Jo og 14+94.82 RT m m�m O JO J vl s m + n rn r 12+15.26 16.22 m RT ti +N J c N 12+42.80 6.22 m RT O + - m_ +r.► '^ r m v �n ti v + a+ _ EASE. o In cn MIDDLE CRiF.K DITCH COMPANY M EX. EASE. --� •->--�--�-�--�---�--�-�--�-�--�--�--->-- -- .- -- }- .�-�-- - -- - '- -- --- - - __-- - -- - -- - - - - S -y r z T-_ - __ y' _ ♦ - _ . _ - .. . . .. . _ 7✓C• �- _ -f`- •..�_-�•.�a s_.Qra_ O Cm- f$-Tit-_'��.��-Z£T�=-'�---f$-T{t- �-�N-'&- N F TEir '- ---- E ===i ___=_= Qa coy Q N S - - AN - - - - - - - SAN - - - - - -= - - - - SAN- - - SAN - - - - - SAN - - - S --S -- _-_ $AN _ - SAd �y Q _-_____ _ ___ _____ ______ ___- U _ 2 ------- - ___ ___ _____ __ _ -__- __- -_ _ -- a ��cc==c m tA O Z`� _ -- -�N ---__�� O O �_ _ __ _ - a_cf�xSc7_x S-•'_ �e.=cl�i¢JT.F97 _ __ F �-Y�T•Fi'�Jy_li-= a=r- Uy y. �D.YWC11�41�A#Y-= VIL ---- --- z - - -- - - - - _ - - -------- --------- _ - - - ♦ ♦ h p O j• � z _ EX. EASE. V ir u �` 0 _ -r-= R- - - - cr i ` z a'cl DON T DIS URB ARKING U U� 1T-' p _ _ y- _ F _ __ ♦ I q r tV a+- N W - - W r +vi + Z N F r r - o - cr ixI 8.29 h are z t in�'�9 a o o + - I a ' r� 60' 1 ul r cc N- ac+ - N, + + °+° a� m a LOP mo w " +�+tNvm� o v~ E M E v~i + - + _ ? I I �� O~+ L N N ADJUST WATER VALVE BOX M z u') '^ E z r SANITARY SEWER w _ n S i 3 �3 0 L) 2+10.51 13. 12m RT _ � 00 13 nc -crIST�l. 14+51 w 2 MANHOLE IN PLACE E O 0a ¢" + m 0 rn , + 112+22.91 11.93m RT E - ADJUST TO GRADE + 3 BEGIN CM-STPU 1201 (9 1 Q Z N < < N 14+18.46 12.73m RT v w NOTE: 12+09.08 4.40m LT w I E ¢ a m E CONSTRUCTION PERMIT TO FOLLOW 12+16.85 11. 17m LT 3 y II I o a UTILITY CROSSINGS BUILDING LINE WHERE BUILDING IS NW4 N W 4 12+52.58 3.89m LT < z v x 11+59 UG POWER LINE DEPTH UNKNOWN 13+74.85 3.90m LT I �� 3 w 12+09 254 mm SANITARY SEWER LINE 3. 11 m DEEP CLOSER TO THAN THE } 12+II UG FIBER OPTIC LINE DEPTH UNKNOWN a DIMENSIONED CONSTRUCTION PERMIT. SEC' 1 3 ZZ < 12+23 203 mm WATER LINE 2.61 m DEEP a 4w�o A w w 12+29 OH POWER LINE 7. 14 m CLR z E 0-Uo a a 13+75 102 mm SANITARY SEWER LINE 3. N 24 m DEEP a a 14+98 102 mm SANITARY SEWER LINE 3.21 m DEEP a } o U F Z n Z Z a_ X J a s SW4 NW4 E ~Ju E wEJ 7�� D:O 00 3> U' SEC. 13 _`°w mEo �4Eo a' •o vw 1484 NvK NQ¢ -NKd 1 N W .59 m ON ET S EW ILK ,LT �i ON B NC A R8 R-L i483 �2f!9 L 7 S N W C NC. C RB G TT R L . CL ! I1. m AO S EATEN /0 l 1- m m -- a! 8-R 4 Z O Zt Q 1482 - EW ON . C URM & UT ER PEDIAN NEVCO 11C. CU 8 &1 GUtTEf ME 1A Q 1481 Ln - - cn a Q 1480 � Z GA IEL S -- - O L 424 NC.-Cu8- -C ro 06 O 1479 II. 0 8-8 o � l47 8 "' P a 5 NiW C NC Erl CU?8 Gc TTf? w vNi�.•�1 "' i ON T 1N 0 A 1-i E O A 3 vNo] 1 NW J.0 IA PHJL T AT R7. Gam.. Ln Go h N Z iv o E it 1- E ti W;w E t.i is °° 21, WATER OH POWER OH FIBER OPTIC CABLE TV UG TELEPHONE NE 4 NE 4 1 2 ui Is. r;a 4 a da a w�aW• 1:: ", : 11I Ir 15+00 RT TO 16+46 RT 15+00 LT i0 IT+10 LT IS+00 LT TO I7+10 LT 16+94 LT TO 18+50 LT �� 11 _ 1+7 w J w u N J1111 H UG POWER NAT GAS SANITARY SEWER o w rn W 00 1 m �Zo Wotri a. +Inuo PWR - - lll SEC• 4 1_n N 1_n _ � i _ N z z Ww rr I�,i�; 15+60 RT TO 16+33 RT 16+26 LT TO 1 7+57 L T 15+00 L T TO 18+5 T I 1- M z w < "'ti .. CO r- ,� .. .............t...... .. 15 FIBER OPTIC UTILITY CROSSINGS v m w o <o W. on ��u •IBC ""' o, :; E 15+00 LT TO 15+99 LT (2 LINES I' 15+97 OH POWER LINE & OH FIBER OPTIC w - 3 1 + a '''•.'' + E LINE 6.40 m CLEAR Z w z rn m I it N �1;� • ' i°�• I` NN •;•E z a 1 a00 : 16+01 UG POWER LINE DEPTH UNKNOWN W '� a` �1 h a Ww a a io N a J 1-2 '++ ,, w w (� S 16+08 UG FIBER OPTIC LINE DEPTH UNKNOWN ao (�1 m J "1� : '� I. F 1 a = w x r n^ O E 1- a z 1- °� 16+24 356 mm WATER LINE 2.32 m DEEP I1) +�' I�ii I. I, z ° N x-' � z riOi`O < 1/ o a o 1- on oz on z 4 N r 1 � 11 1 N N 0 0 0 _ + _ Z N 6 U O + - U VI N O 48 m 11 l , I• L� l!1 < U 4.0 + _ N In O- U U uj f I OO' I 11�, • 1, Q P N J p m + N Z 21 O m W I Ln o1 1504 IN i EX. EASE. - ;;�� ° + + °' �" 1O _ DO NOT DISTURB TREES o SE. - - - AS M0 or - --- - ------- -= cm ---------- (S_^ 1�: ,.-_ N _ _ - - - - - - AN - - - SAN - - - - - SAN-N- - - - -16+ 1 xss= .r_ =1� "" W -W S. `A - --- - - - S +47 - � - i<1'�AN - - - - - S N- - - -- SA - >ISnN '^ °_°_ ------- ---------------=--------- �_- _ ------------5m----- ------------- ---- m -- ------- ---- - - _ spa,_ --- \ „It 0 30' 17" W I I N 1 3 0I' - - __= °°°==== =__-- _= -=°==-=° °'_ = =: =°===="===--=---- too _v I F JI ^ , .. .... .... _�°- - tJ =------Leo--- - ---- =s _ - - ' B --- O •EX. _J B1G�710 - - - _ AO O z - _ - -- z--- -- -- -- Q... - _ / _�� y vr-•-• -�-- - - - - - _ EX. EASE. or y EX. EVE 1" / - ; 00 NOT DISTURB TREES DO NOT DISTURB PARKING U a It _ DO NOT DISTURB PARKING + ¢ 1\\\\� ii�� / O � vim' rl U I/1 Z - Nn W - - - - - W - - -31o0,.0 11 , 11";r•Ic - a a + 11'` 1" W 1' N m a a m M clo PI= 15+67.33 E �0 11 i ii �' N il� 1' +Ln +°D ` r- " 24 hrl E _ 1 p - n�� tI1 I u I I' w o, z N rn - c� ^ /v A =2' 02' 1 8" l9j 1 N ii1 w•I fill( w + 20 N zo O z oo to 3 o - E a N a N r j1 "i� c�. a 11 a w • to E U 22 0 + rn E " 3 R =1.000 m 1 1 11 n w n o o�' '� cr 11 11 w- 1 o w E 31: o N �'o - E " � STA. 1 7+87 UTILITY CROSSINGS �' T =17. 79 m m w II 1 ii ii11 p; ii`I I U t~n m + W r� z 3 o J O•, o L =35.58 m ,",1 l u n r t�. Rl�1I 1 o z J ¢ - ^+W _ m - w ro 16+27 5t mm HIGH PRESSURE NAT GAS LINE DEPTH UNKNOWN + n 11 Inis m o ,� „ I<1,11( + U s SANITARY SEWER 16+32 UG POWER LINE DEPTH UNKNOWN E =0. 16 m _ N -' i' wn n m O „ „ „ P �,n a MANHOLE IN PLACE RELOCATE FIRE HYDRANT - ;N + U i1I'� '� ,3 E w r ADJUST TO GRADE 14+94.82 RT In a .1 wu- }. n m< 13 aP/ E 1 a u a - t4+96.29 4.07 m LT 16+06.2t RT R MOVE MAILBOX O 3c °;; 2.�61 mI 1 16+18. 12 5.89 m LT 16+93 LT CURB OPENINGS LEFT Z� ¢ I E 1 17� I r �I on CURB RAMPS 17+41.39 7.91 m LT WTID TECTOR - REMOVED BY OTHERS 17+34 LT 16+96 7.3 m ¢Z o A : INCL. TRUNCATED DOMES E ; : E J 15+38 1 m LT 17+41 7.3 m J O o E 15+96.20 15.69 m L T ADJUST WATER VALVE BOX E a 16+50 6 m LT S W 4 S W 4 NEW MAILBOX a U '^ E 15+99.79 19.40 m LT ro? 17+00 15.8 m LT CURB OPENINGS RIGHT I q+52.52 12.78 m RT _ z co N of 16+29.82 16.55 m LT 16+11.68 11.89 m RT -a MONUMENT BOXES SEC, 12 17+45 15.8 m LT 1q+70 6.5 In ~~w " NW4 NW4 v 16+33.55 13.01 m LT -a 16+28.74 9.79 m LT 16+15. 14 LT t5+44 7.3 m F as x c" " °' 15+98.00 13.93 m RT x a x w -i� SEC. 1 3 x x x : 16+01.24 17.95 m RT E 16+18.09 RT ADJUST CURB STOP AND BOX I6+60 7.3 m E a a a a 16+29.80 18.47 m RT E?w a E E 16+20.37 RT 1 7+33 12.2 m U 01: 0. zw on IF to WEzW 16+33:53 14.94 m RT a0 Etnw 16+73 II.30 m LT o � Q_ m v, m +na no,tto 17+60 11.g6 m LT e +too. +oa9 +oa +oa 1479 A/ n 0 to 1 U W rn-UW 1A-UW Ifl-U W ^ tD tDorI P mMw `i J `r -c�laa -�aa -.oaa -tcaa p_- xa70 W HEY I COCRATE CUA 9 dr GUI TEA LT o m 5 1478 !• oe it W o 1477 '0n VC. 03• Q Wa; o 1476 NEW !. 53 N E S- A K L N R TT CO N C CR T£ Cu & GU TE LT I CL. !-7 5m RA US Q INC.. - 1'.ZO m -URi LRA_ PS 1475 - Q a N . 'IU DIA 2 /474 - - ILL N �•1T PAT141 RTO ` R to 1473 NEIV CONCAETE CURB A GU MI R - NEW CO VC. CURB & GU T£ AT, C + IRCL. 1- .5 R fU 3 v o 0 1472 NER 1. 3 1 C CR TE SIO A K N 1. 3 CC NC. SID FWAiK I T. o v N 2 INC . -12 20 m 11 & 1-2 .0 & CUR R PS C m y UG TELEPHONE REL CATE FIRE HY R•NT SANITARY SEWER ; AT A UG CABLE TV FI A I TV UG POWER 18+50 L TTO 18+54 LT ut w 18+73.93 LT r 18+50 LT TO 18 3 LT 20+26 RT TO 20+82 RT 20+29 RT TO 2.0 77 RT 20+77 T TO 20+85 RT 21+45 RT TO 22+00 RT w IB+71 RT TO 20+25 RT (2 LINES ¢ w � ,� w 20+73.35 LT w 20+17 RT TO 20+ 3 RT 20+69 RT TO 20+72 RT 21+55 RT TO 22 00 RT 20+85 T TO 20+93 LT < 20+25 RT TO 22+00 RT (3 LINES) o w I`� "' w " 21+47 RT TO 22+00 RT 20+71.65 RT r N ¢ ; 3 vWi cn E Q w w - .... E. .... .�. w .. X w N Z ; ECURB OPENINGS LE T :N W m U x w ,3 w� Z N �_ _ N ze O Q z 3 �; :3 w a N E ¢c m rn 19+08 8.2 m E + nj W .W MULTIPLE MA1 OX -. v a J ¢• 9 m •� a F- ai c¢i - rn c 19+26 4.0 m 3 E 3 E REM VE MAILBOX O E cr Ln m w' w o + + w w 19+95 15.5 tT O s rp + ni 3 E Z m m N + _a _a 19+48 3.B m w m N g r- 18.69 'M >iw 3 E 20+94 LT +TB 38.0 1T u. o z N w• - o` `� 19+80 12.2 111 v=i ;E 3 �� m� I + 7 LT v ¢• + o - vi � ( Oi 1 'E +O - N N 19+65 6.3 m � m O : w I+72 22.0 1 T N :� Z"" - O z a ¢ t60 1 •N wo + ZrJ o v 20+27 LT +o N O 34 �a r �~ r = z 20+OS 7.3 m 38 W o ¢ W a, _ 0+77 LT 30 N 32 o o 20+23 6. 1 m 27 1+22 LT 29 O z cl m 21+39 9.2 m nr- 23 c� I �JWr�� 103z ,,,r- m-1 21+77 9.2 m + � Ln a) Or Qi-- +N + - + r- ¢ cn J +M Q O I I F M J l!•1.� ! N+ +Q N /f1 N _ +rn 00 _ Z + + Q + o - - 36 o Jo \\ - EX. EASE. �• o n -- - - --1=1 •E v W W - - _ '---- - ---- ------ J--4--- -- ---J--i--- ---J---1-------�-- - _---- - -- - - - - - r - r--------- - - - zp SAN f -- or - - W - - - - W - - - W - - - - - - _ _ -- - - rn m m �. O _3' E EASE. m iO ¢p N X. EASE. ==== =_= ------ __ 2 U �r rp to EX. EASE. �-___O _____'__--' - =_ ___'_ E .. 1-9 •..-... . . .... ... . i - - . .\ 1 •C re.v�r ,t ..-�rt+�s-:rT�i' ti 'ht as��t r s Nv ^O Tvt pvp��I�pT S -- _ ..- e. ,•'�• r•�=C• ` - n - - `.f .;... .� .EX. EASE. wt T ~ F DO NOT I• ��\\1 �\\\1 V ISI o - z DI o : IRE t \ ¢ STURB Q �� STATION w r- « ' rn`D WELL 37 39 /yU�N Z (n n; +• NO. -28 U w + + o� 24 � •* 26 3r� � � o r- c a z a ,I K Ln I ui w . 1 Q O. M OO F-- z •r- lA V.'� •..... .. 0 0 V1 Z W • M N = 18 29 m r + - + - + - a_ID az 18.2 o Ew" + z ~t (60' ) a, `nrN �v; 160iU UXNx+'w� yr Now cr W W W ¢ W w F W ' M E + Z3 E ZZH W' W" r0- W H _ N ¢ a w ? �o CURB OPENIN I HT N u iO w ¢ -c m� m ¢fr Q m NOTE - + E w w w N E E w zo + n _ u E w. w w _ o x a CONSTRUCTION RMI7 TO 0o N u, w N u 3 SANITARY SEWER + . w 19+90 7.2 m yr (_ w+ N E + w - N . ¢ ¢ . fn m N X � - MANHOLE IN PLACE O _' 20+05 9.2 m N X• w olw v o N 11 ON BUILDING NE WHERE BUIL 3 E 3 w w w o w 3 E ADJUST TO GRADE CURB RAMPS W; IY� .0 N w 3+ z CLOSER THAN THE _ ¢ x x _ ¢ ro ¢ ADJUST WATER VALVE BOX -IN L. TRUNCATED DOME i r-• w ?s Iw N "_ �N DIMENSIED CONSTRUCTION Z F Ir w w 18+63.35 B. 10 m LT a a A F 20+82.58 3.92 m RT 18+55.50 11.53 m LT +55.39 13.55 m LT w <: �g a' 18+72.70 8.41 m L T K 18+70.90 13.55 m L T a a-0 0 ADJUST CURB ST"AP E 19+95.32 7.93 m L T E> 16+55.56 13.55 m RT a ii N W 4 S NI 4 v Eo 20+74.83 8.45 m LT Eo I8+T1.01 13.55 m RT c� UTILITY CROSSINGS > Z o 19+16.56 13.60m LT r` "� 20+71.61 12.09 m LT crz - ^ 19+39.28 13.58m LT rcw 20+87.73 12.81 m LT rpw 19+96 WATER LINE DEPTH UNKNOWN SEC, 12 �z� o¢ 20+87.69 5.44 m RT o 20+75.79 15.01 m LT E 20+70 STORM DRAIN LINE DEPTH UNKNOWN Q 19+98.65 13.44m RT 20+93.25 8.36 m LT - 20+92.40 15. 10 m LT E J u 20+33.83 13.26QI LT - x 20+96.81 12.00 m LT o 20+82 NAT GAS LINE DEPTH UNKNOWN O�v 20+68,77 12.67m LT � xw SW4 SWa 20+71.61 12.02 m RT 1W 20+83 203 mm SANITARY SEWER 1.82 m DEEP O E E¢ w 20+85 OH CABLE TV 77 CLEAR ¢ co E 20+75.93 15.04 m RT o�> DICKERSON ST. w m SEC• 2 m c a 20+92.6 I 15.04 m RT r-z o 20+88 203 mm WATER LINE 2.39 m DEEP IBf63. 14 +N a +N 20+96.8 I 12.07 m RT + Li I1.26 m B-B TaDz O1^z ass _ I o m NEN 1.63 1 CC NC.I SID IFIVALK I T. EW I.5 m CO IDE VALK L . 0 oo ^ iz NEN CO 11C. Cuf BA GUI TEF LT NI7L. 1-?.51f RADIUS I I1 Om RADIUS + XT S/ XO N4 5 } C N4 CUB GU TE L I CL. I- ,5 R lU 1 I I .0 RA /U 2 Z 11 1 - - - Il. _3 iBB - -- uj O /473 ' WGyT all Im"]AN o ~ Q via N CINC. CUB G TTE M D1A w EW CO UR & UT £R ME AN Q _ CL. CC 1472 r o 40ft VC Q Z z Q 147 1 Q z u- 1470 0 o - 1469 DICI ERS ON •T. N 71BIf Y9 r B B N ONC C RB S G ITT R T, y ,n a _ ►_ -BA,')iu I ► ?A TU243 vov 3 1468 M71N L537. D LX RT. mp v�a2 NEV CNC. C B GTT R . cv IN L_I-7 5m RA IUS, I- 11. m A0f 5 f EX EN ION El to 1467 � A EW 1.5 m COA 7. S IDE IVAL7-7 R •S m vJ r ' UG TELEPHONE ADJUST CURD STOP tn '^ J N UG CABLE -V T RM RAIN UG POWEf� w l w a w �22+00 RT TO 24+16.60 RT l3 LINE51 22+00 RT TO 22+52 RT 23,196 RT TO 24+16. 0 RT 22+00 R TO 22+50 RT 22+00 RT TO 22+53 RT 22+08.03 1 .23m LT a w r m E u ro w PM 8_I .ASm� X z to r m M .. .... 22+64.• in 67... . .1 :77M•L•T. . w w a z N N ¢ o f �j ;� .:W.3.; ^' ui .r- E U Z•3 w 2.2+65.04 I .T8m LT ?c E v E U t- Z: J E + - U ni n a (V C RB ENINGS L T # E• z vwi a a " J a z ; 23+24. 10 1 .30m LT m o o w - + . z RELbCATE f IRE HYDR T a v a Z a a• W w •ri�cat J a +50.06 1 .60m LT tr v ri Lat a J 10.29 m N a_ v _ 23+14.58 LT : 22+1� 4.9 m _ W o : - - - 3 ; a N N r a E :r a E v t60' I a w 22+ 3.5 m m- � � X _ Z + N � � r `0 "gym Iiat 22+ 3.8 m 43 + tnira, w w •N a _ 0 ' N - Za I a¢ Z w I� 9 23+r4 3.3 m N zo r _ " L. �: °' ii N o0 a Q o LL vt z < - U¢ �-- : +to. H z h 3$ 4 1 0 ¢ 18.29 m N; N;• :L < ¢ 52 O N W oN n w t �� 49 m 50 "' �:to + �N O v lT J -r NI /. m O J +-' of \` + + °0 ti DO OT QIS URB TREE •\� o: r,l v .\ EX. EASE. �-� - • A I Of BY Y 0 NOT D STURB HEM 0 EX. EASE.. - Q - _ ---=--------- ------------ ---- -- EX. R/W E PUBLIC ACCESS EASJ. - - _ - - -- -a - - W W _ U W W - - - -- W - - - W _r - rIL N - ¢ O t-a -'_ -===_= EX. EASE. T E _ ��__-______=_ - �7 u 3 -__ - T .... ....--,_`.�_ I RI M•- STM - - - STM- - - - - 1�••I Y... .. - _ EX -- - - STM - - - - - STM- - - - - - - - __ - -.fir-�-.-.-rrsv`-r-r r_r• STM v U non * \\� \ ,, ~� - \• ;L •� EX. RF r1 vz-i QonUn \ \�4 4�6 4 7 -�• N N I �� JI m :� Ex. EASE. w Ld F 2 O O �-f: N •.O M Wl3 W .Q l_ N O z + - 39 fi + M 40 .- 42 +"' " "�• ;t �"o W iB.2• m W m°DIr 4 8 a m zo t 60' 1 a LJ W Z W 71v' . X CL � - + w �, =' STA. 24+16. 60 II w�?�w E W z ? N ° 51 J N I w E D STPU 1201 ( I 2 ) = II o 3 3 to E N F z a o N E r ��' 83 -M � :STA. 422+64. 0 (ENG. ) a wW. j w 'Nw r+in<Xcr[ rite t- m � � a rim '< - �; N _ U tOM J OM J o +MU W ON S-243 (5 ) o MM ¢ M ¢ w < w Qm ¢ STA. 10+80. 59 �+ In 6 t< X J X .a ¢ m ¢m E f V -- U N - U W ¢ W N - ; - I/ UTILITY CROSSINGS Lu N o3oW'--j _ �-- 0n ON CM-STPP 50-2 (37 )88 N X U 22+95 STORM DRAIN LINE DEPTH UNKNOWN W aN w NOTE: N-t C-) �] 24+19 STORM DRAIN LINE DEPTH UNKNOWN 3 r z r a CONSTRUCTION PERMIT TO FOLLOW BUILDING LINE WHERE BUILDING IS F- 23+07 152 mm WATER LINE 2.22 m DEEP a a 4' a r a CLOSER TO �. THAN THE DIMENSIONED CONSTRUCTION PERMIT. A w CURB RAI4PS Z ADJUST WATER VALVE BOX NW4 SW4 a U J7o wj Ej REMOVE MAILBOX NEW MULTIPLE MAILBOX INCL. TRUNCATED DOMES Oo r 22+9q 27.Om LT 22+95.B3 13.55 m LT L Z- n 22+95. I7 7.91 m LT SEC. 1 2 � zm r--X- 22+04 LT 24+40 35.Om LT 23+11.36 13.55 m LT 23+07.51 I3.03 m RT a �w tcw 22+21 LT 22+96.27 13.55 m RT JF 23+13.05 7.87 m LT r sa Oa 24+ 16. 60 TO 24+20. 71 to a _ 22+59 LT 23+11.76 13.55 m RT ��� �o cr r Xw 22+90 LT CONN. TO PTW ar-w L� a E� 23+15 LT CURB OPENINGS RIGHT O a> r E< to E< 23+37 LT 23+76 6.9 m +ai ai l +'o. �Ma 23+71 LT N w N^Z M v Z N-a N m- N N- _ _ - -- - O 1468 v OL E >. EW 1. 3 m Co C. ro AL 40 VC - s aR c'R ,. ~ z z 11.'-8 t B B 1 .L. l .5 •RA 11 f` 1467 1466 - - -- - s a ,� _ o Q� a Q 1465 '• 1 N �i OL EALL- u- T. 2 1464 {� I t.z� B B _ - 1463 - _ - - t EW co C. UR & tv s o G TTE? R . 1 CL. I .5 t R �D11 !.5 m ON' 10 AL RT 1 - 'c - 0 tnn to 1 S m h • w ti _ I