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HomeMy WebLinkAbout48 Water Lily LEGEND X 1o0 0o EXISTING SPOT ELEVATION 12'W 12"W ,z w 12 W 12 W �� 12 W 12 W 12I W 12 W 12 W - 12 W 12 W 12 W 12 W 12 W . X(100.00) PROPOSED SPOT ELEVATION ; MARK A. © EXISTING POWER BOX {o CHANDLER ❑T EXISTING TELEPHONE BOX _ F A No. 9518ES ❑E EXISTING ELECTRIC BOX 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"S$ l/CENSF-O �O Ell EXISTING SANITARY SEWER MANHOLE 17E ��[ ® EXISTING STORM INLET �E C °J F �' O Sheet I of I EXISTING STORM SEWER MANHOLE ST ST t ST 3 0� EXISTING SANITARY SEWER CLEANOUT J I WEST BABCOCK STREET EXISTING FIRE HYDRANT v^m m �a EXISTING WATER VALVE � F � � ® EXISTING CURB STOP EXISTING POWER POLE t c ° 7 m EXISTING LIGHT POLE F G� NO S GAS CENT&LONE TUR&A6NLY, GAS GAS GAS GAS GAS GAS GAS GAS- GROUNDWATER MONITORING WELL LOCATION UG E GE USE USE - USE - UGE UGE UGE UGE UGE UGE UGE UG W o S DRAINAGE DIRECTION I TA a m C PROPERTY BOUNDARY LINE ur L m^'' SURROUNDING PROPERTY LINE E (v y a v SETBACK LINE I ¢ C ° -EASEMENT UNE / co CONSTRUCT 6'WIDE SIDEWALK ucE EXISTING UNDERGROUND ELECTRIC LINE LL11�„cCCF� I �1 3 POWER STUB mvy"' NO ^ 8 cAs EXISTING GAS LINE '^ S [S89-39'23'E] - EXISTING UNDERGROUND PHONE LINE -rV-PROPOSED 2" WATER SERVICE 1S 15 15 ; -sue-PROPOSED 6" SEWER SERVICE STOP STIR IGIJ. POWER 0�.+ 10.00'UTILITY EASEMENT w EXISTING WATER SERVICE m ss EXISTING SEWER SERVICE 2 VICINITY MAP F 1 8, EXISTING 8" WATER MAIN C7.0 SCALE:1" = 1000' I -.-- yr e ss EXISTING 8" SANITARY SEWER MAIN ESS sr EXISTING STORM SEWER MAIN PROPOSED SWALE/RETENTION POND CONTOUR F I I TELE HONE POWER STUB EXISTING CURB AND GUTTER PIECE 7AL 60 I I I SETB�CK 1 I R-1 SITE DATA N 15.p' II 3.5'WIDE CONCRETE EXISTING ZONING: R-4 RESIDENTIAL HIGH DENSITY I I WALKWAY(TYP) PROPOSED USE: 3 BEDROOM UNIT DUPLEXES FLOOD PLAIN REGION: FIRM PANEL NOT PRINTED(30031CO811D) 10.0'WI E BUILDING SETBACKS: 20'FROM WEST BABCOCK(COLLECTOR) U LITY EASEM NT 20'FROM DRAGONFLY STREET(BMC 38.08.05.A.4) m 15'FROM WATER ULY(LOCAL) 5' FROM SI DE I NO PARKING ANttI E SIGN MAXIMUM BLDG HEIGHT: 3:12 OR GREATER ROOF PITCH-38-44 FT LESS THAN 3:12 ROOF PITCH-34 FT AREA OF LOT 1 =0.4120 ACRES or 17,945 SQ FT °1- AREA OF CONIC.PAVING=4,279 SQ.FT.or 23.8%of LOT 1 F - AREA OF STRUCTURES=7,106 SQ.FT.or 39.6%of LOT 1 AREA OF OPEN SPACE=10,839 SQ.FT.or 60.4%of LOT 1 Scale In Feet I I r1 AREA OF PUBLIC STREETS=NONE 10 O 1O PERCENT SITE BUILDING COVERAGE= 39.6% ESTIMATED TOTAL FLOOR AREA= 1ST FLOOR(EXCLUDING GARAGES)=4,746 SQ.FT. �T1 2ND FLOOR=1,900 SQ.FT. 3 0 3 12'0 6.0' hi+ FLOOR AREA RATIO=50.2% I LOT 1 UNIT C UNIT D NET DWELLING UNIT DENSITY=4 UNITS/0.4120 ACRES=9.7 DWELLINGS/ACRE Scale In Meters DWEWNGS CONSIST OF: (4)THREE BEDROOM UNITS 17,946 SF Contour Intervals: I Foot I I I 0.4120 ACRES VEHICLE PARKING SUMMARY y. PARKING CALCULATIONS(PER SECTION 38.25.040.A) m w 3 SPACES PER 3 BEDROOM UNIT(4 UNITS PROPOSED) F n I N n (3-4)=12 SPACES REQUIRED ; a I I UNIT A UNIT B PARKING SPACES PROVIDED i GARAGE(2 SPACE UN -8 SPACES(2,244 SQ.FT.) DRIVEWAY(1 SPACE NIT) -4 SPACES(720 S0.FT.) J I I r�ju O TOTAL=12 SPACES PROVIDED F I 8'BY 17'CONCRETE CASH-IN-LIEU OF WATER RIGHTS SUMMARY - W I = I PATIO(TYP.) I CASH-IN-LIEU OF WATER RIGHTS WAS PAID FOR LOT 1 WITH THE FINAL PLAT OF PHASE 1 AT A RATE OF 23 MULTI-FAMILY x DWEWNG UNITS FOR A TOTAL OF 2.8 ACRE-FEET OF WATER. A TOTAL OF 4 MULTI FAMILY DWELLING UNITS IS NOW PROPOSED I F a I 30' LONG FENCE SO CASH-IN-LIEU REQUIREMENTS ARE SATISFIED. < I BETWEEN PATIOS 5.0'SET PARKLAND DEDICATION SUMMARY F rn PARKLAND WAS DEDICATED WITH THE FINAL PLAT OF PHASE 1 AT A RATE OF 4 DWEWNG UNITS FOR LOT 1 FOR A TOTAL OF I I = Ir�'I 0.12 ACRES. A TOTAL OF 4 DWELLING UNITS IS NOW PROPOSED SO PARKLAND DEDICATION IS ADEQUATE. OWNER NORTON PROPERTIES,LLC F I I 4985 4983 1 63026 NE LOWER MEADOW DR.SUITE 200 BEND,OR 9 7701-587 7 BENCHMARK TOP OF YPC MARKED S&S(CP.50)LOCATED I 4995 Q V a TO THE NORTH OF THE SITE,IN THE f SOUTHWEST CORNER OF LOT 1,BLOCK 1 ELEVATION=4,802.58 FEET NAVD88 4993 I = I I v (NGS OPUS SOLUTION) :}I LEGAL DESCRIPTION m I I B a LOT T BLOCK 1,/ORTON EAST RANCH.5 E.,PHASE 1 F LOCATED IN SE 1 4,SEC.9,7.2 S.,R.5 E.OF P.M.M.,CITY OF BOZEMAN,GALLATIN COUNTY,MON7ANAEms SPECIFICATIONS J CONC, DRIVEWAY ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY INCORPORATED BY REFERENCE: °i. I (TYP) w cYi rj CON' DRIVEWAY I O 1. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS,SIXTH EDITION(APRIL 2010) F I - CYP) W F� 2. CITY OF BOZEMAN MODIFICATIONS TO MPWSS SIXTH EDITION INCLUDING ADDENDUM NO.1 (AUG 2013) - o- 0 -- - 0 1 F-1 GENERAL NOTES I so s/�� �S\oa rR/AEG<F T�s\oa TR��G< �yo� rR��G< �soa r�9�G< Z N F F F 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN C 5� C' APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. E 2. PRIOR TO THE PRIED NSTRUCTION MEETING,THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND THE CITY OF BOZEMAN, WORKING DRAWINGS,SPECIFICATION SHEETS,ETC.FOR ALL EQUIPMENT AND MATERIALS TO BE USED ON THE PROJECT. - mi INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE CONSTRUCT 5'WIDE SIDEWALK [N89'39'23'W INSTALL 1" WA ER V ENGINEER. SERVICE O 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. CO F Z 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. INSTALL 6" SAMTARY I SEW BERVICE 5. TRENCH BACKFlLL SHALL BE TYPE A FOR ALL AREAS TO BE PAVED. 6. SITE WORK TO BE PERFORMED ACCORDING TO THE RECOMMENDATIONS OUTLINED IN THE"GEOTECHNICAL INVESTIGATION I887A2 Date:0612012016 REPORT'PREPARED BY C&H ENGINEERING,DATED F SAWCUT EXISTING ASPHALT AND CURB APPROX. 10'WIDE. 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA REQUIREMENTS AND THAT BACKFlLL TRENCH XI NON-SHRINK PLOWABLE FILL TO ASPHALT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED ELEVATION.MATCH EXISTING ASPHALT THICKNESS W/BTNR NGS BY THE ENGINEER. v DRAGON FLY STREET ASPHALT PATCH. REPLACE CURB AND ANY PAVEMENT MARKINGS DAMAGED OR REMOVED DURING CONSTRUCTION. (TYPICAL FOR ALL 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION DNE LOCATIONS ARE APPROXIMATE.FINAL SERVICE LINE LOCATIONS ARE 6"W a"W 6"W 6" 8"w e'Iw 8'•w 8'•w 8'•w 8••W SAWCUT AREAS ON WEST BABCOCK) TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF APPUCATION FOR SERVICE. p 8 WW 8 W 8 W 8 eW' 8 WADDRESSES FF DRAGON FLY T EET OVERALL SITEc1mo � I C1.0 SCALE:1"=10' 8"SS 8"SS 811SS 8'SS 8"5� 8•'SS 8,S 8•'SS 8•'SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS #16442