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HomeMy WebLinkAboutC1.1 Site Grading and Utility Plan 050819 N 0 30 60 SCALE IN FEET CONTOUR INTERVAL=1' LEGEND • PROPERTY MONUMENT(AS NOTED) —R—R—PROPERTY LINE ADJOINING PROPERTY LINE EASEMENTLINE i -- - -EXISTING MAJOR CONTOUR LINE(5'INTERVAL) BLOCK 7 --EXISTING MINOR CONTOUR LINE(1'INTERVAL) SOUTHBRIDG�SUBDIV PH 3 LOT 8 x 70.00 EXISTING SPOT ELEVATION LOT 12 1 LOT 11 / LOT 10 I LOT 9 ') xPa.00l PROPOSED SPOT ELEVATION _------- 1 _ __ I -_-- _.1LP ----.- -.-- -- ---_._ -_ PROPOSED DRAINAGE DIRECTION - - --- -- PROPOSED DRAINAGE SWALE E. E. ---UNDERGROUND ELECTRICAL LINE i e ... 5006 e.PP s OVERHEAD POWER LINE ---a..ev.��xr«—��„�- -... ..� Lance Drive POWER POLE e —�s���s�em��a��,.ass--Ex� J, GUY ANCHOR WIRE xa�e�--ees�E,�4d - - ��as---E.ass--�rs.9--e�„aa-�„s _ s s--uesa--E.sa��.as�Eue�aas x r s w 4 EXISTING UNDERGROUND GAS LINE —s s—a—EXISTING UNDERGROUND COMMUNICATION LINE -. p �qy m _ AV V —r-.—M—n— sT EXISTING UNDERGROUND CABLE TV LINE ,, WATER LINE _a. 8�66 .- -. " r r/ r FIRE HYDRANT <,`" `aa y_ 5 / D4 WATER VALVE I / I ® WATER SERVICE CURB STOP IS`I woe / -ate a-SANITARY SEWER LINE LOT �$$ s SANITARY SEWER MANHOLE W I rn 60019 STORM SEWER MANHOLE I �z•.��a.e�STORM DRAIN LINE or' LPLP LIGHT POLE --------------- {I- LOT 1A a _- LOT 2A I -- -------EXISTING CURB AND GUTTER '� "' v TRAFFIC SIGN e� �q Bp09 Z // �p1P © 7 EXISTING COMMUNICATION BOX �OJ �E EXISTING ELECTRICAL BOX LOT 2 I \ EXISTING DECIDUOUS TREE +^ PROPOSED „ z UTILITY BOXES INSTALLSHALLOWBIOSWALE F RELOCATE EXISTING �O BOTTO SIDESLOPES w .,s UTILITY BOXESAND LINES BOTTOM ELEV-500910 -------------- X TOP ELEV=500960 t w I / I EXISTING EVERGREEN TREE VOLUME=75Fr"�1a 19 —.— �_ 1400' "+ /—a—„— INSTALL RESIDENTIAL DRNEWAY E -a '�° -OOr-5aIDE S✓ "54'3�"E 25�`2T APPROACH PER C.O B -&ET��CIi--------_ STD.DWG.025TI-l:(TYP) EXISTING SHRUB m r.LE�y / s LOT 3 ® WATER SERVICE CURB STOP � I i1.00 (11.0o EXISTING MAIL BOX PAD s o -E III KK OPE PAC p -----_--- EXISTING p __ •' e % PUBLI AQC SS EXISTING4 5% - SEWER SERVICE EXISTING 1 WATER SERVICE y5 "yy PRF FOUND TIO FX CONC. �`�`II TOP OF FOUNDATI011.77.50 o IZ LOT 4 SAWCUT EXISTING STREET 8 0`t EXISTING ` 1\ CONNECT TO EXISTING a t�� y HOUSE R 1 /� WATER85EWERMAINSW/ ( - CONE ---- NENL"WATER SERVICE LINE s W EXISNINGASPHALT NDRIVEWAY 6LA6 RVICE LINE,&NEW 4 SS SE \ d - MAINTAIN PROPER SIDEVARD d SETBACK PER I 444 ZONING REGULATIONS I 0 LOT 5 I e F, .55) \.. / 0] ..._ NEWASPHALTJ TRANSITION SECTION FROM Q EXISTING CURB TO DROP CURB Y W 11.55) ---- -a} E&ST G9(T MIN.,T MAX (e - TOP OF FOUNDATION 12.05 J SERVICE, SEWER SERVI t Q I c�' 1y`�6 --E%ISTING WELL PR OSE /m m I srot+nc4 GATE �RIG PAOEED EXPANSION JOINTS COMPLETELY I PROPOSEDGRA ELTRAI/L t APPRO/X.CENTERLINE AROUND SIDEWALK SECTION I x � r MAX.THROAT WIDTH � LOT I I s ~99 you - .. / _ /(00'FE ISTING STREAM 35'COMMERCIAL o 2 40'INDUSTRIAL CURB SAPRON POURED MONOLITHIC I ! 1 IpNE 1 / UNLESS OTHERWISEAPPROVED °i n I I (2 ^ / / (3p� SAWCUTSTREETBREPLACE " t OF tom\ I EXISTING 7"WATER SERVICE I TOP OF FOUNDATION=1255 l 1 ' ---MTHA NEW t5 SERVICE LINE) S - `I 12 " g j�COURgE r/ I CONTRACTIONJOINT I o I "'2.05 CK �� / (12.05) NSTALL SHALLOW BIOSVkALE-. EXPANSION JOINTS AT CURB RETURNS - I +ia 551 W/BH:iV SIDE SLOP65 I' BOTTOM ELEV=5011 5 TOP ELEV=5011.8q /r r LOT 7 ! VOLUME=92 Fr/ t 2.55 LOT 3 SIDEWALK CONTRACTION JOINTS ZI BACK OF CURB SPACEDAT 5INTERVALS-MIN UTILITY BOXES 5 091.86 Gj 05 79,114 SQ FT / �� i /r DEPTH I".EXPANSION JOINTS s=I 8 SERVICE LINES 1.816ACRES GARDEN r INTERVALS. J -------PROPOSE m S - I TOP OF FOUNDATION 73 I / 1' i FLOW LINE I TO BE PLACED AT 25' a (T.6'TYPJ EDGE OF GUTTER IXISTINGA" I /V $ Y12.55). ATONO TRACTION NTERVALS IN CURB 8 GUTTER I " - (12.20fPROPOSED 11 I 'l tl 5 SEW ER BERVICEI 2.18 1 GATE .orenc (14,36) OUTBUILDING EXPANSION JOINT MATERIAL SHALL BE I/2"THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. I - ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. LOTH I I \ s-_ a - f4.38) I , GRADE ESTABLISHED AS 114 RISE PER FOOT FROM TOP OFADJACENT FULL HEIGHT CURB OR MATCH EXISTING SIDEWALK GRADE EXISTING 1" ,K {1380Lk`k,� f / -----WATER SERVICE/ '.'II " FARM- SIDEWALK DRIVEWAYAPRON 7 5(VARIES) 1 1/4"PERFOOTSLOPE VARIES)TYP STREET SURFACE I I z Odd I - PROPOSED DUPLEX ) l( J - LOT I I I TOP OF FOUNDATION=14.88 (1380Jx I 14 38 5014 w r r _ INSTALL RESIDENTIAL DRIVE WA 1S a0 APPROACH PERC.O.B. ry INSWLBH:iVSIDESBOP SLE -n \or' STD.DWG.02529-11(TYP) a 3"WASHED ROCK I 0tp` I V1y E / e BBB BOTTOM ELEV 5013113 1 5 1IN.6 THICK -------- _I So s I TOP ELEV-50138N I' t k(tG0 UPS&GUTTER I ~( VOLUME 70 111 1 50 W ,�pCK M DE CONCRETE 36( 1 I SFC "OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH - �-- \ 0, (14j3 IDE SETBACK t4 8) N�0°00 00'E 197 50 `\ RE LOT DRIVEWAYAPPROACH&SIDEWALK °`—°` °` —r°` °`—°`—x C1.1 ALSO E: � TD DW�.025�29-13 94.54' LOT 10 r II : z 6017 i OPEN SPACE. \� -------- r o 5916 I$ PUBLIC A CES,4�, LOT 4 LOT 5 Ila, \ 1 LOT 11 .I I -. $ I3 /ho 1 CONSTRUCTION MANAGEMENT PLAN I i boas.awwA LE ME za Wo 2OL TEN5o0 A Y —4 S q _ oTa I \ > ---------J 4 4_y \- E °' q` 5%6 _ srCRACE -0 _ a % OPENSLP--- - ." mt __- _ S ¢ q EX5T1N091DEWAL1f' IIAR xew-��m � —- — — - — m I� as o — — � y „.F A EBI w I - -- ------------------------------------------------------------ :oT, ~LL I ----- ci ;Ea° �s N ' PLANT SWALE WITH °BA� VEGETATION SUITABLE FOR HYDROLOGY OF BASIN :ore I 11 Irer-EI 2lf..tV S1LF fi"DEPH I Fp SIp ES (8H^V SIDE SLOP III- - UBIACOCE ' NATIVE PERMEABLE SOILS PLC Esti SCALE:1"=80' 2 TYPI AL HALL W BI WALE CROSS SECTION SCALE:NTS -18079 N o SHADY LANE CONDOMINIUMS SITE GRADING, ������,o� m z LOT 3, BLOCK 8, SOUTHBRIDGE SUBDIVISION, PHASE 4 m p ­�x z DRAINAGE & = W g ■ d NN d LOCATED IN THE SE i SECTION 2 T. 2 S. R 5 E. OF P.M.M. • �y��COW = /4, 3> UTILITY PLAN m� CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA SURVEYOR