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HomeMy WebLinkAboutDestin Condos Norton Ranch LEGEND SITE DATA (CON'T) ® I® FOUND 5/8 INCH REBAR WITH BLUE INCH PLASTIC CAP MARKED VEHICLE PARKING SUMMARY ON D GENERAL NOTES (MORRISON-MAIERLE,INC.(#16 ROA 971 LS) PARKING CALCULATIONS(PER SECTION 38.25.040A) CP#1 3 SPACES PER 3 BEDROOM UNIT(14 UNITS PROPOSED) ! 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN BENCHMARK (3-14)=42 SPACES REQUIRED 11-i" APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. �a MARK A. d © EXISTING UG POWER BOX PARKING SPACES PROVIDED N 2. PRIOR TO THE PRECONSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND THE CITY OF BOZEMAN, -' CHANDLER GARAGE(2 SPACES/UNIT) =28 SPACES(7,700 S11 FT.) ® WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. No. 951BES QT EXISTING TELEPHONE BOX DRIVEWAY(1 SPAC/UNIT) = 14 SPACES(2.520 SQ.Fit ® INSTALLATION SHALL NOT BE MADE NITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE o O O TOTAL=42 SPACES PROVIDED BABC 0 ® ENGINEER. �q� 210E VISE ® EXISTING SANITARY SEWER MANHOLE CASH-IN-LIEU OF WATER RIGHTS SUMMARY 0 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. F41'i,NEER � C EXISTING FIRE HYDRANT ASH-IN-LIEU OF WATER RIGHTS WAS PAID FOR LOT 1A WITH THE FINAL PLAT OF SITE [ SITE DATA PHASE 2A AT A RATE OF 20 MULTI-FAMILY DWELLING UNITS FOR A TOTAL OF 2.48 ¢ 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. EXISTING WATER VALVE ACRE-FEET OF WATER. A TOTAL OF 14 MULTI-FAMILY DWELLING UNITS IS NOW c PROPOSED SO CASH-IN-LIEU REQUIREMENTS ARE SATISFIED. 5. TRENCH BACKFlLL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. Sheet 1 Of 1 ® EXISTING CURB STOP EXISTING ZONING:R-4 RESIDENTIAL HIGH DENSITY PROPOSED USE: 3 BEDROOM UNIT DUPLEXES PARKLAND DEDICATION SUMMARY rc 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE"GEOTECHNICAL INVESTIGATION FLOOD PLAIN REGION: FIRM PANEL NOT PRINTED(30031CO811D) PARKLAND WAS DEDICATED WITH THE FINAL PLAT OF PHASE 2A AT A RATE OF 20 REPORT'PREPARED BY C&H ENGINEERING,DATED E EXISTING LIGHT POLE BUILDING SETBACKS: 20'FROM WEST BABCOCK(COLLECTOR) DWELLING UNITS FOR LOT 1A FOR A TOTAL OF 0.60 ACRES. A TOTAL OF 14 3 C m DWELLING UNITS IS NOW PROPOSED SO PARKLAND DEDICATION IS ADEQUATE. HUFFINE LANE 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT m uGE EXISTING UNDERGROUND ELECTRIC LINE 15'FROM DRAGONFLY STREET(BMC DR.0(OCAL) m m 15' FROM POND LILY&WATER ILLY DR. (LOCAL) THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED L GAS EXISTING GAS LINE 5' FROM SIDE BY THE ENGINEER. .T 2 In OWNER MAXIMUM BLDG HEIGHT:3:12 OR GREATER ROOF PITCH-38-44 FT. 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL SERVICE LINE LOCATIONS ARE uGT EXISTING UNDERGROUND PHONE LINE tt TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. E v LESS THAN 3:12 ROOF PITCH-34 Fi. NORTON PROPERTIES,LLC I � o 8"W EXISTING 9' WATER MAIN 63026 NE LOWER MEADOW DR.SUITE 200 CO m `c AREA OF LOT 2A= 1.4827 ACRES or 64,585 SQ. FT. BEND,OR 97701-5877 SPECIFICATIONS ► D 8"S5 EXISTING 8" SANITARY SEWER MAIN AREA OF CONC.PAVING=5,702 SQ. FT.or 8.9%of LOT 1A L m`o AREA OF STRUCTURES=25,200 SQ. FT.or 39.0%of LOT 1A ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH f0 0 AREA OF OPEN SPACE=33,683 SQ.FT.or 52.2%of LOT 1A LEGAL DESCRIPTION _ q� ARE HEREBY INCORPORATED BY REFERENCE: ST EXISTING STORM SEWER AREA OF PUBLIC STREETS= NONE 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION m v PERCENT SITE BUILDING COVERAGE=39.0% LOT 1A,BLOCK 4,AMENDED PLAT OF LOTS 1,2,3,4 AND 5,BLOCK 4 (APRIL 2010) '�PROPERTY BOUNDARY LINE ESTIMATED TOTAL FLOOR AREA= 1ST FLOOR(EXCLUDING GARAGES) = 16,212 SQ.Fi. NORTON EAST RANCH SUBD.,PHASE IIA 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING c 2ND FLOOR= 6.650 SQ.Fr. LOCATED IN ADDENDUM N0.1013 a SURROUNDING PROPERTY LINE (AUG( ) r FLOOR AREA RATIO=35.4% /.SEC.9,T.2 S.,R.5 E.OF P.M.M.,CITY OF BOZEMAN, 1 VICINITY MAP .c SETBACK LINE NET DWELLING UNIT DENSITY= 14 UNTTS/0.6579 ACRES=9.4 DWELLINGS/ACRE GALLATIN COUNTY,MONTANA p1 a EASEMENT LINE DWELUNGS CONSIST OF:(14)THREE BEDROOM UNITS Ul'0 SCALE:1"=2000' W = -W-PROPOSED 2"WATER SERVICE 88 W U 2 O-W -PROPOSED 6" SANITARY SEWER SERVICE -xx-PROPOSED FENCE O W PROPOSED STORM SWALE ® EXISTING STORM INLET I, © EXISTING STORM MANHOLE elxc �vnnwlxr.,vcH SAWCUT EXISTING ASPHALT AND CURB APPROX. 10'WIDE. EXISTING SIGN BACKFlLL TRENCH W/NON-SHRINK FLOWABLE FILL TO ASPHALT ELEVATION. MATCH EXISTING ASPHALT THICKNESS W/BITUMINOUS O DAMAGED W REM V U IN N SANITARY SERVICE SAWCUT AREAS ON WEST BABCOCK) EXISTING 10" SD PVC N ARY SEWER A 12"W 12"W t2"W t2"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W r�- 12•'W T 12••VV WES BABCOCK ESTREEARRow BOLT g.. EXISTING 8'85DR 35 PVC SANITARY SEWERI� 3 12"W 12"W 12'W 12'W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W �'V� 12"W .. �9'•S8 8.'S� -B-SS r____ ST ST ST ST a„« e„�� 8 3 ON HYDRANT 8"35 ,�� g,. •• 8,� CC ELEV.=4800.29 F 8 ST ST SST ST ST ST ST ST ST �ANBSCAPING T ST ST ST ST Si ST ST S� ST EXISTING PEDESTRIAN AND IRRIGATION BOULEV IN --WBTAL ST $T ST ST -I ST T SANITARY SERVICE AMEN,(TYP.) ,3 " '�DCISTIN�16 SANITARY - A IXISTIBIG Ti SEWER SERVICE EXISTING 6" SANITARY - EXISTING 6" SANITARY REPAIR LANDSCAP PROPOSED COMOUR SEWER SERVICE 10.0' UTILITY SEWER SERVICE AND IN 4"198 EASEMENT �') --_� ? EASEMENT(TYP.) OUL.RD m o N 1.'A m 'm" STRIP(TYP,9821 CONSTRUCT 6'WIDE IDEWALK- v, C F � {' -4 480 GAS WITNESS i 0 _ 48 sQ S mr� 4800 R A / 1.. CONSTRUCT 4'WIDE A 4801 'm I m 1' NO ACCESS STRIP � clnrWALI�(n ap0 POWE ALONG ENTIRE FRONTAGE 4802 � F GAS ITNESS M I EXI NG CONU j O , 4801 4802 II Qo awx .58) / 0.58 .76) 1.76) (.fi3) 2.63) )803 I 5 F �W N 9'ROOF TO RO F UNIT A UNIT B UNIT A UNIT B UNIT A UNIT B I I w EXISTING �- COUNTOUR(TYP.) � G� I Q UNIT A UNIT B 11.7 (TYP.) I UNIT A UNIT B .07 O (2'32 UNIT A UNIT B .98) 5047 r� 5119 5111 c 04 i cQ ,> e BY 17' )C� 3 7) 7� 5 UNIT A UNIT B I I > (,.2, 2.46> (3.27, 5025 I I O w �J 56.0. % (1.48) 2 (2.23) PA 0(TYP.) 3 ) 5021 J " 0.67) .60 % 2% 059 FFE 480�3057 ( FFE=403.5 2 Q (0.3) 1 FFE=4801.71 (.01) 1'8) x 8.0' � FFE= 4802.73 (2.47 .72) x !F .82)7 (3.2) I O1 I} I 1.30 FIFE=4802.26 Y Z % (0.83) (0.83) (2.01) 7 2.32) (2.63) 2.86 .11) I FE=4803.93 (3.68) �Q n_Or 2x (1.76) (1.50) (2.23) (2.88) 2 3.43%) O tia 0.7) F =4801.08 ,.A0 9 9 �/1� �/1'n 5 30' ION FENCE BETWEEN 2 0.fi7) GARAGE A ` (1.6)6% 1.85 (91RA6E"M1 GARAGE B BUILDINGS J 19 (2.47; TY 2.72) GARAGE A GARAGE B (3.27 ( 2) m Two 76) m 1 % L111)�9RADE 5079 3%-- 5% c3.02) 1 S K GARAGE A GARAGE B o �0. BR 6REAI( - 33.4' (TYP.) 1�i__1- O 1.21 1 21) GARAGE A GARAGE B QRADE 2 23 (2.23 GARAGE A GARAGE B GARAGE A GARAGE B BREAK ) GRADE r,3ApE ___ 302 (3.02) E ____ N I ^ O CONC. \ 17.5' TYP BREAK /2.13) BRA (2.53) o REAK .92) I 0' UT O w o I � ST B � DRWEiVAI'- 21.4' (TYP.) ) O qa ME TYP.)m 0.8 0 (TYP.) O 1.76 1.76 - - _ -- O �� 2.63 2.63 vt 3.43), 0.58,.i .. w N " of (3.43) 1�•.-1 � 3 � I I I O c�� o E z + 20'--SET - J A FFy I..( o ON �. 0 2S/O �\P�O�,F. rn o S ��.F' 3 N r. �SiO �\pC\G�F, 30 f'i O 3 m ysiO � 0 7SiOG�% 4303 fi 1'•=T �. 4802- - (TYP 80 y_ (1.95) COt�ISTRU 5' IDEWA K (TYP.) (z.25 (2.68) S " 0.0'u 99.58 -EMENT(TYP. 0.21 0.76LtLl 1.23 m o - 2.02 2.43 63 WATER SERVICE INSTALL 1' INSTALL 1" F+�1 WATER SERVICE EXISTING IP WATER WATER SERVICE Qf, B..W •�W) B..W g..W g..W B..W B.IW 8"w S..W, g..W, 8"W 8"W B..W ..9 '8"W 8"W ..WI 8"w B..W B..W I"w 8"W 8'w 8"W 8"W 8"W ri GON FLY STREET CONSTRUCT RESIDENTIAL DRVEWAY 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS "SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8''S•SPPRDAGH-PWsCOB�TD_DVt3�SS 8"SS B"SS 8"SS e" SAW6U7-PAYEA�NT 8"SS 8"SS B"SS 8"SS 8"SS 8"SS 8"5 m TT 02529-11 (TYP.) W SAWCUT EXISTING ASPHALT AND CURB APPROX. 10'WIDE. BACKFlLL TRENCH W/MATCHING ROAD SECTION TO EXISTING ASPHALT ELEVATION. MATCH EXISTING ASPHALT THICKNESS W/ o ADDRESSES OFF DRAGON FLY STREET _ BITUMINOUS ASPHALT PATCH.REPLACE CURB AND ANY } PAV�MENT1a1ARKHdGS�AMAOEB O"EMOVED-DURING- _ _ _ u1 CONSTRUCTION. (TYPICAL FOR ALL SAWCUT AREAS ON } J W Issue Date:061201201, JDRAGONFLY STREET) LL J LOT 1 2, LOT 1 o LOT 1 6 Q LOT 1 I IC lo 20 Scale BLOCK 1 BLOCK 5 CO BLOCK 4 2 I � cimo 6 0 6 2 OVERALL SITE PLAN Scale In Meters C1.0 SCALE:1"=20' #16441