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HomeMy WebLinkAbout002 Overall Site Plan ProjectInfo LEGEND x 100.00 EXISTING SPOT ELEVATION LP LOW-POINT x(100.00) PROPOSED SPOT ELEVATION FL FLOWLINE © EXISTING UG POWER BOX TBC TOP BACK OF CURB ❑T EXISTING TELEPHONE BOX SW SIDEWALK ❑U EXISTING UTILITY BOX FF FINISH FLOOR N ® EXISTING SANITARY SEWER MANHOLE TOW TOP OF WALL �j EXISTING STORM SEWER MANHOLE EP EDGE OF PAVEMENT O`O EXISTING SANITARY SEWER CLEANOUT EXISTING FIRE HYDRANT EXISTING WATER VALVE Sheet 1 of 6 EXISTING CURB STOP �Y EXISTING POWER POLE C m E ;a EXISTING LIGHT POLE m g EXISTING WATER WELL D1 vO1i n PROPOSED SANITARY SEWER MANHOLE ECT _ E c PROPOSED STORM SEWER MANHOLE Scale In Feet m fit° PROPOSED STORM SEWER INLET �� PROPERTY 15 0 15 I I I j d a m O`O PROPOSED SANITARY SEWER CLEANOUT I !n m PROPOSED FIRE HYDRANT 5 0 5 I N TJ •,n PROPOSED WATER VALVE - Scale In Meters N o;: g ® PROPOSED CURB STOP o- Contour Intervals: I Foot I I & PROPOSED LIGHT POLE 4 I N ; _ PROPOSED WATER WELL , N TRAFFIC FLOW n I J.J.CONDOMINIUM LOT 1 N PROPERTY BOUNDARY LINE JVL SURROUNDING PROPERTY LINE ..,>I I I TRIANGLE W a TRIA SETBACK LINE TOP BACK 24'ACCESS EASEMENT - EASEMENT LINE OF CURB PER DOC.NO.2193666 E�ECTRIC METER W c>3 y - - - - Q � - _ _ _ �<Q� -x-X-x- EXISTING FENCE - - -- - - - i I g W�o� _ wmxo eu� o eu��o�Ho oeE EXISTING OVERHEAD ELECTRIC LINE DOWN trT LANDS APE EDGING oRnNce Tuee --t �� TOP BACK"' P E O ucE EXISTING UNDERGROUND ELECTRIC LINE UNDERGROUND -- E - _ __- TOP BACK N ws EXISTING GAS LINE GAS MARKER I G45 OF CURB uoT EXISTING UNDERGROUND PHONE LINE Y w EXISTING WATER MAIN 3 FOUND YELLOW r < w 36'MUTUAL USE OPEN SPACE EASEMENT PLASTIC PIPE LS • w I-� VICINITY MAP / CONSTRUCTION ROUTE MAP zo 11 osrza Ise R - V F- ss EXISTING SANITARY SEWER MAIN 2 PER DOC.NO.2193666 ) 10'PROPOSED UTILITY EASEMENT sr EXISTING STORM SEWER 60 Fn RED c.°. w ryp w w 5 SIDE �-- _ e„w C1.0 SCALE:1"=1 OO F .. PI ASTIC q - „ „ss w �K-w�_w w w _ �0 PROPOSED 8" WATER MAIN TOP BACK "� e"ss SS PROPOSED 8" SANITARY SEWER MAIN of cups - ss °� s , s sr PROPOSED STORM SEWER UGE PROPOSED UNDERGROUND ELECTRIC LINE FBI oAs PROPOSED GAS LINE 10' FROM PEN u°T PROPOSED UNDERGROUND PHONE LINE SETBACK SPACE tt 38 SF UNDERGftO NO EWER FF••ii- - - PROPOSED SWALE/RETENTION POND CONTOUR O PROPOSED CATCH CURB AND GUTTER DRAWING LIST T POST\ I I E93SSpCE I O C1.0 OVERALL SITE AND PROJECT INFORMATION CQ� PROPOSED SPILL CURB AND GUTTER C2.0 OVERALL SITE PLAN 20' REAR C2.1 SITE UTILITY PLAN a CONCRETE(TYP) E BENCHMARK C2.2 SITE GRADING AND DRAINAGE PLAN.0 DETAILS Ld LJ EXISTING iN TOP OF SET 5/8"REBAR(C&H OR.#3) C3 �O 2 ELEVATION=4690.13 FEET(NAVD 88) E.. Q e / 24364 q.Ft. UNDERGRO ND C3.1 DETAILS J jv OI559 Acre m WATER LEGAL DESCRIPTION N g' 0 EN SPACE SERVICE m /� OPEN 183 SF l^'y LOT 2,BLOCK 11,CATTAIL CREEK SUBDIVISION PHASE 2A&2B[PLAT J-369] > N SPACE PROPOSED E N LOCATED IN THE NW 1/4 OF SEC.35,T.1 S.,R.5 E.OF P.M.M., Q 273 SF N CITY OF BOZEMAN,GALLATIN COUNTY,MONTANA u - BUIUDING - :'4!it 29 \ PROPOSED - ---- L 4,416 SQ .,I J,� 4-PLEX IFTFT N SPECIFICATIONS GENERAL NOTES ` / w ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE BIKE RACKS ,( N ARE HEREBY INCORPORATED BY REFERENCE: WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING /// 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL DEPARTMENT. I II W 2010) PEN SPACE 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND ASPHALT 111 183 SF ADDENDUMS(2017) THE CITY OF BOZEMAN,WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. INSTALLATION SHALL NOT BE MADE WTHOUT THE PRIOR Y/ WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. OWNER 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF o I I TRF,LLC 4, THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO W 20 ( ) r \ N N N ~Yy PO BOX 1592EBOZEMAN.MT 59771 I 20'(TYP.) BOZEMAN. BEGINNING CONSTRUCTION. 1 DEVELOPMENT ADDRESS 5. TRENCH BACKFILL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. SPEN I I EN SPACE SPACE 93 SF O O BOZO 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE u GEOTECHNICAL INVESTIGATION REPORT. 224 SF BOZEMAN, MT 59715 LANE O 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHARED IREMENTS AND THAT THE SITE MEETS SITE DATA EMPLOYEES AND ANY ITE INSPECTION WORK LPERFORMED LBY THE ENGINEER. E SAFETY EMENTS FOR HIS gp d3E CA4E JADE E -_ I 60 U EXISTING ZONING:R-3 - - - - --- - - -- -� 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL SERVICE 5'SIDE _ OWN 4 PROPOSED USE: RESIDENTIAL MULTI-PANICKY LINE LOCATIONS ARE TO BE COORDINATED NTH SERVICE PROVIDER AT THE TIME OF APPLICATION FOR % SETBACK S z71.2$'1 S' PIP BUILDING SETBACKS: FRONT 10'SIDE 5' SERVICE. �� STORAGE [N88 31 4S"W] -- RETAIN1Nf WALLEV. Cp 3 E N REAR 20' � - M. NO N AREA OF LOT 2=0.5593 ACRES or 24,364 SQ FT GENERAL NOTES - SITE GRADING & DRAINAGE PLAN 'y O/ J I O AREA OF HARDSCAPE= 8,511 SQ. FT.or 35%of LOT 2 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWUNE UNLESS OTHERWISE INDICATED.ADD 0.45 FT FOR TOP Y Cl�� 12'UTILITY EASEMENT AREA OF STRUCTURES= 8,832 SO.FT.or 36%of LOT 2 BACK OF CURB ELEVATION. V �1 I V1 �� PER PLAT I" AREA OF OPEN SPACE= 1,487 SQ.FT.or 6%of LOT 2 DOWN 6' AREA OF PUBLIC STREETS=NONE 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON LANDSCAPE (� 7 PERCENT SITE COVERAGE= 77% ISLANDS IS LEVEL CURB. ESTIMATED TOTAL FLOOR AREA= 16,232 SO.FT. Y � 7 GRAY PARTRIDGE I 1 FLOOR AREA RATIO=67% 3. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8"OF FINISH BOOR O / CONDOMINIUM 1�1 VEHICLE PARKING SUMMARY ELEVATIONS. LOT 3 PARKING CALCULATIONS(PER SECTION 38.25.010.A) 4. RETENTION PONDS SHALL BE 1.5-Fr DEEP W/4H:1V EMBANKMENT SLOPES. ,C� (/, 24 SPACES REQUIRED(1 SPACE PER BEDROOM x 24 BEDROOMS) 5. CURB CUTS SHALL BE 2.5-FT WIDE AND SLOPED TO DRAIN TO SWALES. PARKING SPACES PROVIDED CONSTRUCTION MANAGEMENT ADA 0 ON-SITE =22 SPACES(12 WITHIN GARAGE) = 1. ALL CONSTRUCTION TRAFFIC MUST FOLLOW THE DESIGNATED CONSTRUCTION TRAFFIC ON-SK2EET =2 ROUTE SHOWN ON SHEET C1.0. TOTAL=24 SPACES PROVIDED 2. ANY TOPSOIL THAT IS ON-SITE WILL BE STOCKPILED AT THE START OF THE PROJECT. BICYCLE PARKING SUMMARY THE TOPSOIL WILL BE REDISTRIBUTED ONCE THE BUILDING EXTERIOR IS COMPLETE. 1 PARKING CALCULATIONS(PER SECTION 38.25.010.A) (APPROX. YEAR)3. ALL SPOILS FROM MASS GRADING AND/OR FOUNDATION EXCAVATION WILL BE STOCKPILED 2.4 SPACES REQUIRED AT THE START OF THE PROJECT UNTIL THE BUILDING IS BACKFILLED.(APPROX.10 WEEKS) o 4 SPACES PROVIDED CONSTRUCTION ACTIVITY PRIOR TO INITIATING CONSTRUCTION,CO EROSION AND SEDIMENT CONTROL PLAN OPEN SPACE AREA CALCULATION(PER SECTION 38.27. ox) SHALL BE APPROVED BY THE CITY OF BOZEMAN. I V 10%OF LOT AREA ACKNOWLEDGEMENT OF ACCESS REQUIREMENTS UNDER FEDERAL AND STATE (10%X 24,364)=2,436 SO.Fr.(REQUIRED) DISCRIMINATION TAWS -HAT 243G1.9G21 I - THIS TOTAL PATIO AREA=984 SQ. FT. ACKNOWLEDGES THAT THE FOLLOWING PROJECT WAS DESIGNED WITH FULL ti KNOWLEDGE THAT THE CffY OF BOZEMAN BUILDING DIVISION WILL NOT REVIEW FOR I I I /897Le Date: 08/23/2022 (MAX 50%OF OPEN SPACE ALLOWABLE VIA PATIOS) COMPLIANCE WITH,NOR IS RESPONSIBLE FOR ENFORCEMENT OF THE FEDERAL REMAINING LANDSCAPED OPEN SPACE= 1,452 SQ.FT. AMERICANS WITH DISABILITIES ACT OF 1990.THE REHABILITATION ACT OF 1973,THE FAIR HOUSING AMENDMENTS ACT OF 1988,TITLE 49.CHAPTER 2,COMMONLY KNOWN TOTAL OPEN SPACE PROVIDED=2,449 SO. FT. AS THE MONTANA HUMAN RIGHTS ACT,OR OTHER SIMILAR FEDERAL,STATE,OR LOCAL LAWS THAT MANDATE ACCESSIBILITY TO COMMERCIAL CONSTRUCTION OR MULTIFAMILY PARKLAND SUMMARY HOUSING. 1 OVERALL SITE CIL PARKLAND FOR 0.24 ACRES Cl O C 1 4 0 SCALE: 1"=15' AFFORDABLE HOUSING NO AFFORDABLE HOUSING PER SECTION 17.02 OF THE BOZEMAN MUNICIPAL CODE IS PROPOSED FOR THIS DEVELOPMENT WATER RIGHTS(CASH-IN-LIEU1 WATER RIGHTS HAVE BEEN PROVIDED BY THE UNDERLYING SUBDIVISION. #210795