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Topographic Survey 10-28-2020
111T REINFORCED CONCRETE PIPE(2x) I \ \\\\ SSMH \ \ SSMH LID ELEV. =4,803.25' 45'WIDE STREET AND UTILITY EASEMENT \ \ \ LID ELEV. =4,802.37' FL IN (E) =4,795.85' PER FILM 180,P�65— I \ FL IN(E) =4,796.54' FL ( =4,795.01' — FL ON(S) =4,79fi.70' FL OUT W)=4,79.79' WEST BABCOCK STREET ] ( ) BIKE LANE/ [S89'39'23'E R NO PARKING SIGN _ [S89-39.44"E] FOUND 5/81REBAR W/29 432.89 090'20'16" (M) III - 80'44 04' " w ALUMINUM CAP(S&S) _I -- - — 'Boo I Ill — [S00'44''255""W] (R) s Scale In Feet 4801-__ 46a1 , rr SO O 50 TOP BACK - S OF CURB xo 48 3,B 03 48 T — � 15 0 15 4602 I � c_�� � --- •-- -aso2— — �p �— — — — — — — — — SCdI¢ In M¢ter8 `- Jp,/7L(�� ETENTION i �72, NO PARKING SIGN Contour Internals: 1 Foot Y 1s N \ \4800� �' \ 1\ moo - _--- 's�o✓ COMMON OPEN SPACE B 3 x I - m, OJ &I, / / \e/ 1. `1 ?`si J�P (STORMWATER) SSMH m 480f' ` l ` �•� 63.88 (M) LID ELEV. =4,803.52' DELINEATED WETLAND \ J FL IN (S) -4,796.41• I. X BOUNDARY(TYP.) ` 0 175'21'46" FL OUT(N)-4,796.28' ' _. [S4'38'14"E] O I o \ \\ 4801 \ TOP OF BANK 1 a [SO4 (R) (R) I I J •\ _ 0 25 MPH SPEED LIMB SIGN S89'39'23"E R \ \` '-'C \• \\ [ [S89'39'44jE] ) q SID -\ _ 238.06 090'20'16" (M) 3 I s..w BRAOAN'wF 4802 asp STIR �;T o 4803\ 4806 SID v I1 3 I -4812 x a612 � EXISTING 50'WIDE STORMWATER I / LEGEND N \ \4g0y I EASEMENT PER DOC.NO.2380906 l I WATER STUB (R) RECORD DISTANCE OR AZIMUTH PER PLAT v �LO� fj I '] I FOUND 5/8 INCH REBAR WITH YELLOW O ��! /1 Y / / I •/ ,Q 'eo ro— PLASTIC CAP (BSLC) OR AS NOTED CP#1 Q BENCHMARK / --A © EXISTING UG POWER BOX f / / I / SANITARY SEWER STUB ir 0 EXISTING TELEPHONE BOX — `�Q I I /• W EXISTING TREE a�5 M ® EXISTING SANITARY SEWER MANHOLE EXISTING FIRE HYDRANT iI BRfocP l / / / "Bog EXISTING WATER VALVE ` LOT R2 I ' i / / SSMH EXISTING LIGHT POLE ) 14.6233 Acres LID ELEV. =4,897.99: ® EXISTING STORMWATER INLET ] I / FL IN(E) -4,797:83' PROPERTY BOUNDARY LINE OPE -4806 1 ---___-_ i I ' +'is� FL O ( =4,797.83' SURROUNDING PROPERTY LINE CONCRETE PAD FL OUT(N)=4,797.74 ' Ib of O \ �!n 4gp9— — EASEMENT LINE SPACE ) °� r \> / 'm UNDERGROUND g w EXISTING WATER MAIN �a m v` i a GAS STUB o0 ss EXISTING SANITARY SEWER MAIN / / 345.[N 270'20-W] (M) P 3 T EXISTING STORM SEWER \ I' [9'39'2 44"W] N / I / " ' �Od. 1 [N89'39'23"W] (R) UNDERGROUND EXISTING CURB AND GUTTER Y eP�^� ---------- i �1 � ELECTRIC STUBS BASIS FOR AZIMUTHS FROM NORTH: GPS O / 1 30'WIDE TRAIL GR DERVATIONS ON MODIFIED STATE PLANE O / \ -\i 1 EASEMENT PER PLAT W m o [N45'00'00"E] BEARING COMPUTED FROM N \ I I f ) 1 LLI QAZIMUTH SHOWN - -- x W ILOT 2 ~ J@ A o vW 50.0'WATERCOURSE SETBACK(ZONE 2) I w G M lV ao 30'WATERCOURSE SETBACK(ZONE 1) �' / . O lV O - Z 00\4 I 60 I u n f , DELINEATED WETLAND BOUNDARY(TYP.) ` \ LEGAL DESCRIPTION Lot R2, ' SIP \ J&D Family Subdivision, Phase 2 [Plat J-610] \ j I 4808 Located in / SE 114 of Section 9, T. 2 S., R. 5 E. of P.M.M., �o Gallatin County, Montana OPEN SPACE \ I� Ljj Q \ DENCHMAR8 Top of found magnail (CP#50) �av F Elevation: 4,817.11 Feet ew o \ 1 -------------4s,T \ Datum: (NAVD88) STREET W SID® \ � 1 DATUM NOTE — — — I ��\ !� N O 1 _ tr I on usineethe Montat, was tna State University OC RS Base located at the South o side Point, the site, inPFal on ii' I 4511 o Strf o� 11 Station elevation reference on August 6, 2018. Elevation given for this point was 4817.11 feet (Int'l) NAVD88. r- i TOP OF LOT DATE OF FIELD SURVEY BANK August 6, 2018 t / FIELD NOTES Y \V �• a8tz" BOOK 140, PAGE 63 U - hhh M i ! ! J � b� � O M M 481J pi"(Oil I 4814 / �• \�8� 4815 REINFORCED CONCRETE PIPE(2x) �' OF MOYT I hereby certify that this topographic ma was eared 4876 - 1 _ r1N 44 Y YP Pr P� 9under ofessi suUNDERGROUND FIBER WITNESS S � my perv's'on and that I am a duly 4817 licensed pf the'onal engineer and land surveyor under SID 77'- ARK A. the laws of the State of Montanaaet8 — — HANDLER. 9518ES Dated This_ Day Of 2018. B.M.—FCUPNDSOMAGNAIL g FALLON_STREE�T w ____''-o. w o9 l/CENSEg �� ELEV.=4,817.1' - Mark Chandler, License No. - 311.24 270'25 29 (M — — — — — — — - [N89'34'31"W] 60.00 (M) 60'WIDE PUBLIC EET&UTILITY [N89'34'10"W] (R) 180'25'29" Nam' EASEMENT PER DOC.NO.2 12065 [SO'25'29"W] A property boundary survey was not done at this time. Additional field UN P LATT E D [SO'25'50"W] (R) work would be required for exact property boundary location. At the time this survey was conducted,the site was covered by tall gross. This drawing may not show features that were missed due to grass cover. Utilities digitized from a combination of Utility Locates and As-Built 1 TOPOGRAPHIC MAP Drawings.Contractor to verify utilities prior to excavation. Drawing Date:09,-10-201& T1 SCALE:1"=50' #180820 EASTON CONCRETE CURR a T 1 LOT R2, J&D FAMILY SUBDIVISION — PH. 2 TOPOGMAPHIC MAP Engineering and Surveying Inc. p CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA SURD OR: Phi a(toner i667 Drive 1115 8 Bozeman, [406 97 9�18 68 DRAWN.• w,aw.chengineem.com•info0'chengineem.com NM