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HomeMy WebLinkAboutC3.0 Grading and Drainage Plan South 10-01-2019 LEGEND xl i EXISTING SPOT ELEVATION I 11.m •(11.28) (11.98) e x(Too.00) PROPOSED SPOT ELEVATION L.la.,.. r,?e y°1 (tt.1s) (I1.64)�(t1.7a) ? LP LOW-POINT (11.26) (I 1.88) °:(t 2.23) '� y- I FL FLOWLINE I I I (11.98) ;(n.a2)o, . ` . . .. L - TBC TOP BACK OF CURB ® (1z.z6) SW SIDEWALK "I. I I b�;A bgl b�l rig x .© S S FF FINISH FLOOR °� INSTALL RETENTION - LS LANDSCAPE I I I I PERHDETAILS ONAC4.IBANID LOBBY •�' • " TOW TOP OF WALL FF ELEV:4912.00 ` INSTALL CURB INLET „I I (11.98) (nse) c4.2 ttsa) TBC:aonss (12.75)). s< m EP EDGE OF PAVEMENT FL IN(15"PVC):4907.87 ®. .�. FL OUT(15"PVC):4008.45, , (12.fi5) INVERT OF CHAMBERS: r� rj rj F Sheet 3 0 7 BOW BOTTOM OF WALL I I I a9oa.73 , ,� {� 1�1� 11,10) 9y� , f SEE SHEET C3.1 `{` CONCRETE SURFACE (11.70 sraR5 9y, �,® ` (1z.so) (11.98) ...... LANDSCAPING I I I ..I 1 r o ) ) (12s5)�9°1 "' C L, y (12.28 (12.37 m BIKE ROOM (11.98) (11.98) 6 ?SSJ. oo ` N N O1 (11.98) FF ELEV:4912.00 L^ � =O t - ASPHALT PAVEMENT I `LLI I I I I I o "s E a I I I pal b01 (12.35) (12.05) (12.16) (13.21) JJ� i m E (12.40) _ (1 z.13) tz.ee 0 (12.15) (1z.zo) (1z.z2) 02.e7) w 8 m ybA _ (12.49) Ol ri2 r y�l\ r�2 (13.23) ybl ` N L 0 a I ` ` , ,`N , rJp %\ `v03J STALL CURB CHASE PER C.0.8. ll�� a I I W o LL - LL O STD. DWG.NO. 02529-14 INSTALL RETENTION CHAMBER yo°1 I I I AND BASIN I ` -_--_-__-_- e 2 PER DETAILS ON 2Si `^� (13.15) J `Ly�r(13.82) (13.91) 2J + - C4.1 AND C4 (13.13) I ROUTE ROOF DRAINAGE TO LL` (13.42) (,2 B3) I LL LL LL INVERT OF C 49BA IN ..� OS)1 ` (13.24) (,3.20) , ,`,` `,` (13.87) . . . . I. . .`.`.` (13.45) ` , (13.96) I , ` HAMBERS: `(13.92) BASIN .W.`.`. 3(13.16) • •LL •r�S (13.32) pl (13.25) �l�• �iS 914(14.02)+ btl (1 I (13.61) 4 (16.48) p-, v I I 9W � I n l I a LL (13.81) rj3ssJ LOT 6 2 s m L 111,896 I - 2.5688 ACRES I °1 Aj (16.48) I I I �� � 1byol r,�su• b^y, 4915r�S� r's'�i y L (14.41) (14.30)) (14.52) (ta.sz) a' (15.1s) ec 1a. ) m �(14.43) (14.60) y01 (15.23) (15.23) • �W41) N o o m (15.23) DUMPSTER PICKUP AREA I ` ` (16.06). . . o �a yy ` (15.75), 0 14.95) (15.79) (15.96) (15.18) I d e ts.eo) (15.00) (fs.0o) s.9e) , (16.48) 4916- --_ BC 15. I _ (15.77)<a. (15.82) o$ - (16.76) " (16.16) II. (1s.2o) (16.76) (16.74) Scale In Feet I �` �` '.� ^ye��`.'.``"�`'. :(16.90 (ts.9o) N A� 6.9 zo 0 20 16.48 FBI 6 0 6 `•``' `` .I Scale In Meters Contour Intervals: C Foot PROPOSED BUILDING ` M I 1ST FLOOR FOOTPRINT=43,652 SF . fiy SOUTH WING FF ELEV.=4917.00 s . . . . 122 APT.UNITS � yl ri r�6 3 57 IR WTH 6" ' GENERAL NOTES - SITE GRADING 8 DRAINAGE PLAN I �.'. a `. a 9 O 1 .`.ya.` (16.48) `,�y 9SJ STAIRS SJ yl 6 ' 1. ALL SPOT ELEVATIONS ON CURBS ARE FLOWLINE UNLESS OTHERWISE INDICATED.ADD 0.45 FT FOR `, (16.60) (16.60)(16.60) TOP BACK OF CURB ELEVATION. I • - r� ..,a V1 .--I i•/1 2. ALL CURB&GUTTER IS CATCH CURB UNLESS OTHERWISE INDICATED.CURB&GUTTER ON a I h-�-� �--� LL(16 a3) `,-•- • •`� .` (16.43) , (16.43). yb 5 O LANDSCAPE ISLANDS IS LEVEL CURB. 6(15.58)`,.", " ` `(' `)= F' ,yl T TOW(18.03) rx�/`�I O • -"----H 16.22 , <� L 3. FINISHED GRADE MUST SLOPE AWAY FROM ALL BUILDINGS AT A MINIMUM 5%GRADE FOR 10 FT(2R LL LL LL LLT -� GRADE AWAY FOR HARDSCAPED AREAS).GRADE AT BUILDING SHALL BE MINIMUM 0.5 FT BELOW TOP s (17.21) (,7,3g) £ 4917 LL(17,73) *�+(17.gQ ` ` . . OF FOUNDATION WALL IN LANDSCAPED AREAS. e I s ) s� (1827) s e I U 4. ELEVATION OF ALL CONCRETE WALKS AT BUILDING DOORS TO BE WITHIN 1/8"OF FINISH FLOOR , (18.65) ELEVATIONS. P #5( 5. RETENTION PONDS SHALL BE 1.5-FT DEEP W/4H:1V EMBANKMENT SLOPES. _ _ _ {�{LL LL_ _ _ .`(1879),° (186g)BC -+ 8. ] 6. CURB CUTS SHALL BE 2.5-FT WIDE AND SLOPED TO DRAIN TO SWALES. \ - - - TBC [[15"4JI - � •TBC f 17.10j 'TBC 17 46' GENERAL NOTES 18161 Da INSTALL SIDEWALK CHASE PER INSTALL SIDEWALK CHASE PER 1. NO CHANGE OR MODIFICATION OF THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE C.0.6.STD. DWG.NO.02529-14 C.O.B.STD.DWG.NO.02529-14 WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE CITY OF BOZEMAN ENGINEERING DEPARTMENT. STORM SWALE PER DETAIL C4.0/7(TYP.) 2. PRIOR TO THE PRECONSTRUCTION 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. INSTALLATION SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN APPROVAL OF ALL EQUIPMENT AND MATERIALS BY THE ENGINEER. - - - - (/''�V BOULEVARD - 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL BURIED UTILITIES PRIOR TO THE BEGINNING K A G 1 OF CONSTRUCTION. 4. THE ENGINEER AND THE CITY OF BOZEMAN SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO Issue Date:101112019 BEGINNING CONSTRUCTION. ILJI 5. TRENCH BACKFILL 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 REPORT"PREPARED BY C&H ENGINEERING,DATED MARCH 2O12. 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT THE PROJECT MEETS ALL OSHA �j SITE GRADING AND DRAINAGE PLAN SOUTH REQUIREMENTS AND THAT THE SITE MEETS ALL APPLICABLE SAFETY REQUIREMENTS FOR HIS EMPLOYEES AND ANY SITE INSPECTION WORK PERFORMED BY THE ENGINEER. C3.0 SCALE:1"=20' C3m0 8. PROPOSED GAS,ELECTRICAL AND COMMUNICATION LINE LOCATIONS ARE APPROXIMATE.FINAL SERVICE LINE LOCATIONS ARE TO BE COORDINATED WITH SERVICE PROVIDER AT THE TIME OF APPLICATION FOR SERVICE. #190360