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HomeMy WebLinkAboutC1.0 Existing Site Conditions 03-24-2021 MINOR SUBDIVISI' > W C-S 1/16 COR..,SEC.24 s; ss --- Q - FOUND SANDSTONE _ 4'INVERT INLET H IY = N IID RCP INLET, 0 IRECTION UNKNOWN m )BENCHMARK C-S 1/16 COR., SEC. 24 IIL =p _Z HYDRANT ARROW BOLT FOUND SANDSTONE BPfi Nb00538�'_REBAR [S89'4S'OOE ELEV.4,999.32' / _ 1300.25 090'15'00" (M) 6"PVC 1337.878090'15'03" (M) J TREATMENT FLARED END �.. J� III--ff//�)) 36"CULVERT 5000 EDGE OF PAVEMENT FOUND 5/8'REBAR BLOW OFF - 00 24'1 CULVERT u P S 1/16 COR,SEC.23/SEC.24 SW 1/16 COR,SEC. 24 24"CULVERT J N \ I. Sheet 1 Of 8 18"CULVERT 4999 5001 U C m m E m 5000 I m Scale In Feet - I c m m T .T I m 100 0 100 5002 5001 ._ 30 0 30 D3 5�2 v t Scale In Meters 50 C v Contour Intervals: 1 Foot z E y 12 PVC @ rn m C LEGEND � � I 4":4"POST (Rl) RECORD DISTANCE PER M.S. 494 CORRUGATED DAM C5 a (R2) RECORD DISTANCE PER ALDER 5 �� W CREEK SUBDIVISION ¢ o (R3) RECORD DISTANCE PER COS 482 5�5 (M) MEASURED DISTANCE OR AZIMUTH 5005 / I � O o DO SECTION CORNER � � s � � / I �z� SECTION QUARTER CORNER EXISTING 90.0' FOUND SIB INCH REBAR N CORRUGATED DAM 6 / So°j SOUTH 11TH AVENUE CP t1 C STREET AND WITH NO CAP OR AS NOTED TELEPHONE POLE, 2 y00 \ ) PUTILIITY EASEMENT TELEPHONE BOXES NEARBY J PER DOC. N0. /� Q BENCHMARK F-I EXISTING TELEPHONE BOX sOo 26s3s82 / PROPERTY BOUNDARY LINE s \\ SURROUNDING PROPERTY LINE i — — — —EASEMENT LINE -x—x—x-EXISTING FENCE � 5D10 oee EXISTING OVERHEAD ELECTRIC I F-o EXISTING FIBER OPTICS LINE - 1/ w EXISTING WATER MAIN EXISTING CURB AND GUTTER 5011 5010 FROM NORTH: GPS OBSERVATIONS ONSS FOR I ON AZIMUTHS STATE PLANE - So�� // / I I I I IR GRID. CORRUGATED DAM S� M [N45'00'00"E] BEARING COMPUTED FROM I / I AZIMUTH SHOWN 5C13 EXISTING 10'WIDE SOUTH 19TH LAND DESCRIBED IN LEGAL DESCRIPTION UTILITY EASEMENT PER DOC. �1A DOC. NO. 2279831 s Land described in Document No. NO.26939835,203 19.W623 Sr'Ft. 227983f, us.4sza AcFes Located in 5015 01 SW 114 of of Section 25,nd NW f�4 1 _. - T. 2 S., R. 5 E. of P.M.M., Bozeman, Montana EXISTING 30' PUBLIC i �f ACCESS AND UTILITY BENCHAGRE / I / EASEMENT PER DOC. N0. Top of FND 518" REBAR (CP#6) I / / 2693985 (TYP EXISTING 18'WATER MAIN .) Elevation: 5,002.39 Feet � 1 Datum: (NAVD88) — — — — _ — — — — — — — — — yo w w w / �� � I� �" za - EXISIYNG 90 WIDE�LACKWOOD w __ _ ROAD PUBLIC STREET AND _ / -w 5 16 _ _ 2 DATUM NOTE zs BOX DAM W/CHANNEL FLOW - - _ -- Oryy - - - -- - - UTILITY N0.EAS4693984 ENT R DOC. /IT —��J 2 L^ ly Elevation on Control Point, found y I / 1/4 CDR g" rebar (CP #6) Zoeated ¢t the NW - - - - - - - - - - - - - - - - - - - - — - — — — — — — —I — � - FOUND 5)W AEaAR-W7335"— � corner of the site, was determined I / ALUMINUM CAP(STATE OF MT) O by CPS observations using the SOry, - - SEE CCR,BK 4,P. 434, FFN�Y) Montana State UniversityCORS 5018 DOC. NO.2479354 Base Station elevation reference On S.LINE SW 1/4 SECTION 24/ (Month) OD, 2019. Elevation given SEC.COR, N.LINE NW 1/4 SECTION 25 for this feet f r - / point was 5,002.39 2"ALUM CAP(15273LS) (Int'Z) NAVD88. DOC.CNO.2483294 472 yy I / S079 I F�1 I30'WATERCOURSE SETBACK O CON�RETE ENCASED GRATE O .� ry S0 yo 00 a 24"DRAIN PIPE _ ' I ' 'CONCREiU' 50'WATERCOURSE SETBACK STRUCTURE o a u O, I ,Dp 24"PIPE s° �25 50'WATERCOURSE SETBACK I ?2 - v I I I I 10 5023 II 5026 30'WATERCOURSE SETBACK . .. _ -� I I 3024 I 5027 �-24"CULVERT - I I I I 5025 I �za I I Issue Date:3/28/2021 30"CULVERT 18"INVERT INLET I 5026 DIRECTION UNKNOWN l r SILO I 2599.67 -_ - 1.0 [S89'5T02, Nub, - _ I s1_, � EXISTING TOPOGRAPHY SURVEY 1A SCALE:1"= 100' #190390