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HomeMy WebLinkAboutSht C1.0 - Site Plan 06-03-20 0 w N H 0 M AV FIRE HYDRANT � uo BENCHMARK 4668.52 r m z m U lO SCALE SAN SWR MH M \`� EXISTING ITON TO TDROPlull FRO RB: CU RIM 4665.76P�P ' "-2W INV IN (E) 4657.0 / EXPANSION JOINTS COMPLETELY w IN VIN (S) 4656.7 / / ------ AROUND SIDEWALK SECTION w INV OUT (N) 4656.5 \ / in ss o r \ / / DRIVEWAY THROAT WIDTH w 26' CURB & APRON POURED MONOLITHIC 1 UNLESS OTHERWISE APPROVED o w 12' UTILITY \) EASEMENT CONTRACTION JOINT Q y Q .N PV 15' FRONTYAR \ \ o z P O� NEV P��`'�� GRP E \\ SET CK 4�� SAN EXPANSION JOINTS AT CURB RETURNS J00, SWR (2) BACK OF CURB M,°NT ANy EXT'G CONCRETE O� SIDEWALK CONTRACTION JOINTS cxais G. SIDEWALK \ O '`` 1 °P\J�5 SPACED AT 5' INTERVALS - MIN. FLOW LINE euocsui 5' SIDEYARD �`_' 'A O DEPTH 1". EXPANSION JOINTS rv".10825 FE SETBACK /�`; so \ \ I V? A \ J0 w PROPERTY \\�I \ 5 TO BE PLACED AT 25' a EDGE OF GUTTER ® I EXT'G MAILBOX o LINE s`; U \\ \\ © INTERVALS. VARIABLE S,�EAsEa / CONTRACTION JOINTS TO BE (5.5' TYP.) 1.5" WATER \ SPACED AT 10' INTERVALS IN DRAWN BY: CGB REARYARD SERVICES (2) CURB & GUTTER SETBACK \\�\\\ O \ 3271-A \ � N \ REVIEWED BY: CGB ; \\ p \,L \ 1 ?'\ WARBLER \ \ Q \\ \ \ EXPANSION JOINT MATERIAL SHALL BE 1/2" THICK PRE-FORMED BITUMINOUS TREATED FIBERBOARD FILLER. PROJECT ENGINEER:CGB Q \ ALL CURB REPLACEMENT SHALL BE DONE WITH INTEGRAL CURB AND GUTTER UNLESS OTHERWISE APPROVED. Q \\\ I\ WAY G \ GRADE ESTABLISHED AS 1/4" RISE PER FOOT FROM TOP OF ADJACENT FULL HEIGHT CURB DESIGNED BY:CGB \ \ \\ 4-PLEX \ \ \ \ OR MATCH EXISTING SIDEWALK GRADE ` B \ 3-BEDROOM \ ® \\ \ \ SIDEWALK DRIVEWAY 0 \\\ SITS \ '� \ \ 1 '5' TYP 5.5' TY) \ \ \V A EXT'G CURB (VARIES) \`. 327I-B \\ \\I�\ \\ 0 \ & GUTTER w )�1/4" T SLOPE - - - - - STREET SURFACE pp WARBLER p y A ® WAY \\ J B 3® \\ \\ \ 4-PLEX I\ \ � s" D.I. ® \ 3-BEDROOMV I�V A� OI V A \ WTR MAIN I WASHED ROCK UNITSv vI v v n a" SDR 35 s" MIN. CURB & GUTTER 1 A o \ Q A 3 \ MIN. ® \\\I\\ I SAN SWR MAIN M-400 THICK 0 CONCRETE B\\ \ L 5 1 I ' OR MATCH EXISTING OR REQUIRED SIDEWALK WIDTH N \ J 1 _ — -- 4" SANDETAIL 0 SWR (2) C1.o NONRESIDENTIAL DRIVEWAY APPROACH P� \ NTS TRIM SWR 4667.90 W INV OUT(S) 4658.17 WS G \ ti — — —w — Ws QI II \I I, SS °&<<_ C�- D Q�P Q 7, PROPERTY LEGEND II O I I ® I I p I r I 00� N LINE I \I L �N�m -4771 MINOR CONTOUR (1") • FOUND MONUMENT AS NOTED L ® 6" CONCRETE CURB & GUTTER. -4775- MAJOR CONTOUR (5') A CONTROL POINT M Je -- , --.--. BENCHMARK QP_c' ©, Q Q `�� �� 1.5" WATER ® 4" THICK, 5' WIDE CONCRETE WALKS WITH BROOM FINISH. SLOPE AWAY FROM - PROPERTY LINE/ROW ° en� 4`l''h -__ SERVICES (2) BLDG OR TO TOP OF CURB 2%(MAX). INSTALL IRRIGATION SLEEVES AS ------ EASEMENT LINE �S SEWER MANHOLE Jp�ce 3233-A ® REQUIRED. FENCE-. „- 0 SEWER CLEANOUT IF'Pe�P 3233-B I B I\ WARBLER G © 6" THICK REINFORCED, COLORED AND SCORED CONCRETE CROSSING. -' '- SEWER MAIN In WATER VALVE I I -g FIRE HYDRANT ® CONCRETE ADA RAMP. TEXTURE SURFACE & SLOPE TO MEET A.D.A. & CITY SEWER SERVICE ry,o ® WARBLER I ® 4-PLEX OF BOZEMAN SPECS. ® CURB STOP WAY ® 3-BEDROOM D+ — WATER MAIN w WATER WELL 4-PLEX I �4 I ® SAWCUT AND REMOVE EXT'G CURB AND SIDEWALK AND INSTALL REINFORCED -MB-"�- WATER SERVICE UNITS O� © II Q 3-BEDROOM I I 1 '� 6" THICK CONCRETE DRIVEWAY WITH 5' WINGS. EXTEND 6" THICKNESS THRU m FIRE SERVICE STREET SIGN C � \/ SIDEWALK TO BACK OF CURB IF DRIVE CROSSES SIDEWALK. C.O.B. STD BOLLARD DETAIL I�-W�,p4 I N UNITS I I O l r 02529-12. - STORM MAIN II I/\ II ® Wr,Y go LIGHT POLE [Wi L J y ra ® W3606 EXPO 6 - BIKE RACK, OR APPROVED EQUAL, ON 6' X 8' CONCRETE -. _ OVERHEAD POWER W ►-i IF SLAB. ARCHITECT TO SPECIFY COLOR. OVERHEAD TELEPHONE `� POWER POLE © Q ® £ Q CONNECT TO EXT'G SERVICE STUBS AND EXTEND SERVICES TO BUILDING. =- UNDERGROUND GAS GUY ANCHOR �1 A II li 1 VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION. SEE MECHANICAL Ep ELECTRICAL PEDESTAL 'n eV " DESIGN FOR SERVICE SIZES. "` "' UNDERGROUND PHONE (~ C 20 REARYARD F B H -7 -` `- UNDERGROUND ELECTRIC ® ELECTRICAL METER SETBACK \/I 1 I\/1 ® 1 15' FRONTYARD STORMWATER COLLECTION SYSTEM AND DETENTION INFILTRATION FACILITY. ----- ® TELEPHONE PEDESTAL _ ® / ROAD CENTERLINE IS 00 O I ® ® I/\ O SETBACK p GAS METERIS II II QI LANDSCAPED AREAS. SEE LANDSCAPE PLAN FOR DETAIL CURB & GUTTER gID 412' UTILITY GAS VALVE d O c� - -- 1 y II EASEMENT QJ ASPHALT PAVEMENT EDGE OF PAVEMENT ra W --- QI L UP____LfP- LP_ ------ EDGE OF GRAVEL a TEST PIT O N L--O 5- - - _ ® CONCRETE DRIVEWAY WITH DROP CURB AND WINGS p PERC TEST _ EDGE OF CONCRETE T 5' SIDEYARD EXT'G MAILBOX Q "NO PARKING FIRE LANE" SIGN AND POST& CURB PAINTING PAINTING CURB ------ EDGE OF BUILDING ° TREE CONIFER (SIZE AS NOTED) W P f SETBACK (]r LOT 1, BLOCK 1 1 RED WITH 2 COATS AND STENCILED WITH "FIRE LANE NO PARKING" AT EACH Ws - TREE DECIDUOUS SIZE AS NOTED v b PROPERTY UNDERGROUND GAS ( ) - F ° ( CATTAIL CREEK ti LOCATION. THOROUGHLY CLEAN CURB PRIOR TO PAINTING. LINE SUBDIVISION PHASE 1 °"F`I'F,^ UNDERGROUND ELECTRIC Qrv�OQ-Q�,P�'� EXT'G CONCRETE 0�,°°Qc"P�' ® VISION CLEARANCE TRIANGLE 00 p��, SIDEWALK '�•�� Q DROP CURB HANDICAP ACCESSIBILITY CERTIFICATION a SNOW STORAGE AREAS THE PROPOSED DEVELOPMENT HAS BEEN DESIGNED TO PROVIDE ADA G O�J OOP QO Q �JO �Jp COMPLIANT ACCESS FROM THE PUBLIC RIGHT OF WAY TO THE FRONT � SHEET ® 42" HIGH WOOD FENCE WITH 1-3' GATE ADJACENT TO STAIRS DOOR OF THE BUSINESS AND FROM THE ADA PARKING SPACES TO THE P C1"0 FRONT DOOR OF THE BUSINESS. IN ADDITION, THE ADA PARKING ® OPEN SPACE AREAS SPACES HAVE BEEN DESI NED PER ADA REQUIREMENTS. ® 6' WOODEN BENCHES (2) - �/' . _ COLLINS APTS CHRIS G BUDES PE SITE PLAN KI, o PROJECT:19-116 DATE:02/15/20