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HomeMy WebLinkAboutSht C1.0 - Site Plan Rev 3 01-05-21 LOT 3 LOT 4A MINOR SUB 221A MINOR SUB 221A \ ZONING: R4 ZONING: PLI o — — — — — — — — — — — — — — — — — — — — RIGHT OF > WAY ° 3D(D0 SCALE ¢U U U (4) VICE WATER 0 10` 20' 40' x. . . . . ...,. ,. ..- .SERVICES PER _. _, .. ... ... _ 12" DI TD&H AS-BUILTS � o WATER MAIN 1"=2W Wm vw vM-vM vm, WA�w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w o CATAMOUNT ST. 5" PVC L � (4) 4" SAN SEWER �w w x SAN SWR MAIN K SERVICES PER z a' z S SAN SWR MH s s s s s s S—s S (100 R.O.W) —s s s s s s s s s ,i ue s s s s s S S TD&H AS-BUILTS -s S, s- �_U U 0 RIM 4642.58 / SD SD SD SD SD SD SD SD SD SO SD SD SD SD SD SD SD SD SD SD �D SD SD SD D SD SD SD SD SD, SD a a U 8" INV IN (S) 4632.88 � Illy 8" INV IN (W) 4632.61 m 30" RCP \ ALL04ED 8" INV OUT (E) 4632.41 STORM SEWER \ ACCEtS / vwi cwn vi \ w / > > > VISION CLRNCE \ -� VISION CLRNCE o TRIANGLE 15' FRONTYARD RIGHT OF EXT'G SIDEWALK 12' UTILITY A I/ TRIANGLE SETBACK WAY EASEMENT EXT'G FH s .. NOO'20'06"E �7" sri o.: G���TV UP T �SiD P DPU u R s 7uP B P tl�10 uP —rtP� R u J u Ou .�. � u�P �uP uP UP �D�. <rvR m SNOW GP P P g R B R sc (2) 4' SAN SWR J _ _STORAGE — — N SERVICES PER E 'SNOW - �� DREIP-CklRB#`O � F F � PROPOSED 30' rvso0 o TD&H AS BUILTS I� ° F _ WIDE WATER & CURB INLET/MH ", ._STORAGE -- 1 A B � II r rQ N Q 1 �r N T SEWER EASEMENT TED 4643.44 I� — 18" INV IN (W&S) 4638.96 R — — �� LOTI PROPOSED I O I DRAWN BY: CGB 18" INV OUT (N) 4638.96 Q _J B e BLK 21 3-PLEX PROPOSED PROPOSEDI ®� 23,504 SF 3366 \ 3-PLEX 3-PLEX w A A REVIEWED BY: DAD ° PROPOSED O 0.54 AC R WARBLER O Q Z o PROJECT ENGINEER:CGB 18" RCP F I I 2760 CATAMOUNT 2756 CATAMOUNT _ STORM SEWER II ° 4-PLEX d O WAY I I I DESIGNED BY:CGB I 3360 ® o r—� r—� r—� 1 II A-17'35'46' r- ® w T © I R=370.00' m I c r WARBLER 0 Q Q Q SIDE L-113.63'I I ° WAY O S A ® PROPERTY LINE R © I B O B B R B O M SIDEWALK PUBLIC RIGHT OF ey d ° WAY I I O © TO BE RELOCATED O ® N O R PARK I f EXT'G CURB ® N 0, ® R OAy N ® QI QI ZONING: R3 I. AND SIDEWALK A Q FIRE TRUCK B Q TURNING RADIUS LOT BLK 21 (2) 1Y" WATER O q 0 S S S S S CATTAIL CREEK SUB SERVICES PER O A O PROPOSED R to TD&H AS-BUILTS w SNOW ® D N (M) LOT 7 BLK 21 WIDE WATER & / B PH 3. l w IN IN 1 ° R A STORAGE Ir P W W W W 44,191 SF W ySEWER W EASEMENT W W ZONIGN: RO b A T y D 1.03 AC D SAWCUT AND OI O TEX}' / to 8' PVC REMOVE EXT'G FIRE HYDRAO�/w� D � — — — — SAN SWR MAIN �' CURB R \' n 3 U W L^/ _ Q _ Q 0 D B 2 F O PROPERNE� �/ \ -®-----0 B R B O ti T\ O N N Q R 0J k to ® ra g4 / EXT'G 8" X 6" °. OI H 5RD W _ U S�2° SETBACK i' TEE W/T.B. (w� WATER MAWI \ \\ T / W SAWCUT AND REMOVE r \G Q �1 1 g m EXT'G PAVED w/ si° AND REPLACE EXT'G o Oj 1 SAN SWR MIT DRIVEWAY - EXT'G 1" COPPER CURB AND SIDEWALK & d RIM 4644.40 w i'�5 EXT'G CURB WATER SERVICE INSTALL ADA RAMPS `P\ PROPOSED 8" INV IN (S) 4634.86 s��/ & GUTTER - AND REMOVE EXT'G FH m \ \\ R Q B T 2-PLEX 8" INV OUT (N) 4634.66�` W\ i° EXT \\ L \ O G 2754 N 1 V vJ' EXT'G COPPER SIDEWALK C \\� V' /W WATER SERVICE .- \\ O` \ \ B CR CATAMOUNT EXT'G 8" DI _ PROPERTY,^\,V\\\1 G Q ,� / \ LINE \ ` 30' WIDE 7.72' WATER MAIN ', OI G PEDESTRIAN q. �5/5 v/ _ EXT'G PCC Q PROPOSED 4-PLEX R R O EPLATE J-4NT 15R �1 SIDEWALK .. G DROP 0 R / VI\ION CLRNCE • \\ 2758 0 CURB _ LOT 5 BLK 21 \ _TRIANGLE \ \ LOT 2 CATAMOUNT 5' P.U.E. CATTAIL CREEK SUB \ EXT'G 24,156 SF EXT'G 20' REAR YARD R B ® � PH 3. 4-PLEX SACK 5' SIDEYARD ZONING: RO 4-PLEX ZONING: R3 /�N ° f EX7�� � //� SNOW SETBACK 7k1 DRIVEWAYS V © '�U��g9.A5 STORAGE �d \ \ \ / 4 I KQ AWCUT REMOVE EXT'G PAVEMENT AND CONENCT TO EXT'G SAN SWR p 15' FRONTLYARD �$NANHOLE. INSTALL 8' PVC SAN SEWER MAIN AND SERVICES PER C.O.B. I-d N SETBACK r j U°G / LOT4BLK21 SIDS. PLOWABLE FILL BACKFILL AND REPLACE PAVEMENT PER C.O.B, (� EXT'G PAVED 12' UTILITY DRIVEWAY �j CATTAIL CREEK SUB PH 3. STDS. � [� EASEMENT ZONING: R3 EXT'G © SAWCUT & REMOVE EXT'G PAVEMENT AND HOT TAP EXT'G D.I. WATER LOT3BLK1 \ y' DRIVEWAYS / PROPERTY KEYNOTES MAIN AND INSTALL 8' D.I. WATER MAIN AND SERVICES PER C.O.B. STDS. W n PLOWABLE FILL BACKFILL AND REPLACE PAVEMENT PER C.O.B. STDS. 1� CATTAIL CREEK SUB \ w% / \ 0-1 \ QA 6' CONCRETE CURB & GUTTER. I� PH 3. - � '. iP QM INSTALL 8' D.I. WATER MAIN AND 8' SAN SWR MAIN PER C.D.B. STDS, ZONING: R3 \ O o \ „ , W 3�245/ © 4' THICK, 5' WIDE CONCRETE WALKS WITH BROOM FINISH. SLOPE AWAY N INSTALL 15' FIRE, V WATER AND 4' SAN SEWER SERVICES. SEE �O a61g300 \ FROM BLDG OR TO TOP OF CURB 2% (MAX). INSTALL IRRIGATION SLEEVES O MECHANICAL DESIGN FOR SIZE AND CONT. IN BLDG. SERVICE SIZES AS REQUIRED. PROVIDED BY ARCHITECT. CONTRACTOR TO VERIFY PRIOR TO O CONSTRUCTION CONCRETE STEPS. 12' TREAD, 6' RISER. INSTALL 5' LANDING AT TOP AND O W / BOTTOM - S=2% MAX. OO REMOVE EXT'G FIRE HYDRANT & INSTALL NEW HYDRANT z O [� LOT 3 BLK 21 Z O / QD CONCRETE ADA RAMP. TEXTURE SURFACE & SLOPE TO MEET A.D.A. & CITY © INSTALL 6' THICK REINFORCED COLORED AND SCORED CONCRETE \ CATTAIL CREEK SUB OF BOZEMAN SPECS. CROSSWALK, (� V \ / PH 3. QE SAWCUT AND REMOVE EXT'G CURB AND SIDEWALK AND INSTALL ZONING: R3 Q STORMWATER COLLECTION SYSTEM AND RETENTION FACILITY. PI [� \ \ REINFORCED 6' THICK CONCRETE DRIVEWAY WITH 5' WINGS. EXTEND 6' O _ a 13 THICKNESS THRU SIDEWALK TO BACK OF CURB. C.O.B. STD DETAIL ® LANDSCAPED AREAS. SEE LANDSCAPE PLAN FOR DETAIL 00 02529- QS�" \ \ \ ASPHALT PAVEMENT = �1 QF 12'X15' 4' THICK AT GRADE CONCRETE PATIO AND 3'X12' GARDEN AREA. SLOPE AWAY FROM BLDG AT 2% (MAX). SEE SHEET C1.1 FOR DETAIL, 0 'NO PARKING FIRE LANE' SIGN AND POST & CURB PAINTING. PAINTING •" CURB RED WITH 2 COATS AND STENCILED WITH 'FIRE LANE NO PARKING' OPEN SPACE AREA, SEE SHEET C11 FOR DETAIL, 4' THICK CONCRETE AT EACH LOCATION. THOROUGHLY CLEAN CURB PRIOR TO PAINTING. SHEET PATIO AT GRDE,BLDG AT 27.AMAX)WITH GARDEN AREA. SLOPE CONCRETE AWAY FROM O REMOVE EXT'G WATER SERVICE PER CITY OF BOZEMAN STDS. SAWCUT, Cl•O W3606 EXPO 6 - BIKE RACK, OR APPROVED EQUAL, ON 6' X 8' REMOVE & REPLACE PAVEMENT PAIMADECONDO i CONCRETE SLAB. ARCHITECT TO SPECIFY COLOR, � VO CONTACT ADJACENT HOME OWNER AND REMOVE SHEDS FROM PROPERTY CONCRETE/ASPHALT DRIVEWAY © STOP SIGN SITE PLAN J CONNECT T❑ EXT'G SERVICE STUBS AND EXTEND SERVICES TO BUILDING, % PROJECT:18-122 O QX SAWCUT AND REMOVE AND REPLACE EXT'G PAVEMENT. TACK COAT AND S VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION. SEE MECHANICAL SEAM SEAL ALL JOINTS g DATE:03 15/ /20 DESIGN FOR SERVICE SIZES.