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HomeMy WebLinkAbout008 C5.0 Civil Grading and Drainage PlanF F F F FFF F F W W W W WWW W W FFF F WWW W W V W V W V ELEC ELECELECELECELECSTDSDS 12''ST 12''ST 12''ST 12''ST 12''ST 12''ST 12''ST12''ST12''ST12''ST12''ST12''ST12''ST12''ST12''ST STSTSTST ST8''ST8'' S T 8'' S T 8''S T 8'' S T W V OSW OSWM UGEUGEUGE2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS 2''GAS P UGEUGEUGEUGEUGEUGEUGEUGEPCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM 4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS4''GAS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W SSSSSSSS SSSS SSSS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 12''SS 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS12''SSW VHYDHYD8''SS8''W8''SSW V W VST ST ST W V 1''WOSW STSTW VW VST1''WOSWW VW V STSTSTSTST 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 6''SSOSWW VOSWW W W W W W SSSS 6''SS6''SS6''SSSSSS4''SS1.5''W4''SS4''SS1.5''W4''SS1.5''W1''W4''SS1''W4''SSW V8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W W VW VUGEUGEOS D 17,900 SF LOT 1 109,458 SF BUILDING #1 FFE:5015.25 BUILDING #2 FFE:5014.20 (14.58) (14.58) (14.58) (14.58) (14.58) (14.58) (15.24) (14.58) (14.58) (13.92 SW)(13.08 TBC)(12.96 TBC)(14.58) (11.64) (14.58) (15.24) (14.58) (15.24) (15.24) (15.24) (15.75 TBC)(15.02 TBC) (15.17 TBC) (14.97) (14.84 TBC)(14.29 TBC) (1 4 . 6 8 T B C )(13.62 TB C) (1 3 . 6 2 T B C )(13.36 TBC)(13.43 TBC)(13.08 TBC) (13.23 TBC) (13.23 TBC) (14.27 TBC) (14.27 TBC) (13.88) (14.61 TBC) (14.78 SW)(14.36) (14.29) (14.35) (14.96 TBC) (15.38 TBC) (15.78 TBC) (17.33 TBC)(17.13 TBC)(16.15 TBC) (13.29 TBC)(14.13 TBC) (13.42 TBC) (1 3 . 6 7 T B C ) (13.66 SW) (14.17 TBC) (14.76 TBC) (15.20 TBC) (15.11 TBC)(14.52 TBC)(14.51 TBC)(14.47 TBC) (15.36 TBC) (13.67 TBC) (13.38 TBC) (13.05 TBC) (12.92 TBC) (13.56 SW) (13.89 TBC)(12.00 TBC)(12.50 TBC) (12.74 TBC)(13.32 TBC) (13.22 TBC) (11.74 FL) (14.10) (14.19) (13.54) (14.19) (13.54) (14.19) (13.54) (14.19 SW)(13.54) (13.54)(13.77 SW)(13.54) (13.54) (13.54)(14.19) (13.54) (13.54) (13.54) (14.19) (13.85 SW) (13.67 TBC)(13.41 TBC) (13.70 TBC)(13.95 TBC)(13.13 TBC) (13.48 TBC) (13.54 TBC) (10.85 FL) (15.86 SW) (14.38 SW) (14.42 TB C ) (14.19 TB C ) (13.61 TBC) (13.88 TBC) (13.21 TBC)(13.40 TBC) (12.11) (13.54) (13.70) (13.69) 5015.0 5 0 1 6 . 0 5 0 1 5 . 5 0 5 016 . 5 0 501 4 . 0 50 1 3 . 5 0 50 1 4 . 5 0 5013 . 05013.05013.50501 2 . 0 5 0 1 3 . 0 5011.5 0 5 0 1 2 . 5 0 50 13 . 50 5014.0 5014.50 (14.09) (13.54) (15.24) (15.13 SW) (15.08 TBC) (14.45 TBC) (13.12 TBC) (13.19 TBC) BLOCK 15 (13.87 TBC) (13.65 TBC)(17.14 TBC)(14.61 TBC) (15.35 TBC) (13.43 SW) (13.51 SW) (13.71 SW) (13.77 SW) (14.28 SW) (14.69 TBC) (14.24 EA)GRADEBREAK-2.2% -2.8% -1.7% -1.7% -3.3%-4.1%-2.4%-2.4%-4.0% -4.1%-2.4%-9.2%-2.3% -2.6% -2.0% M A X -1.8% -2.6%-3.6%-2.2%-2.3%[11.13][11.51][10.88][10.61] [15.74] [16.22]50155012501350145016501750185015 5011 5012 5013 5014 5016 5017 5018 5010 5 0 0 9 501 1 501150125012 PROPOSED PHASE 1 ROAD GRADE (15.24) (15.24) (15.24) -8.1% (14.71 SW) (13.41 EA) (14.07) (14.19) (13.53) (13.53) (14.19)(13.53)(13.53)(14.19) (12.28) (14.19) (13.54) GRADE BREAK (14.86)(14.89) STEPPED SIDEWALK WITH RAILINGS BY OTHERS GRADEBREAKSTORMTECH CHAMBER 3 BOTTOM OF STONE ELEV.:5009.38 STORMTECH CHAMBER 4 BOTTOM OF STONE ELEV.:5011.31 INSTALL CURB CHASE PER DETAIL 8/C6.1 W/ GRATE AT SIDEWALK INSTALL 2' WIDE CURB CHASE PER DETAIL 9/C6.1 W/ GRATE AT SIDEWALK STAIRS AND HANDRAIL BY OTHERS (TYP.) LANDSCAPE RETAINING WALLS, STAIRS AND HANDRAIL BY OTHERS (TYP.) (13.40) (13.10)GRADEBREAK(14.58) (13.87 TBC)(12.90 TBC) (12.99 SW) (14.58)(15.24)(13.82 SW)(14.05 TBC)(13.81 TBC) GRADE LANDSCAPE AREA TO DRAIN TO INLET GRADE LOW POINT IN LANDSCAPED AREA AWAY FROM BUILDING (13.37 TBC) [11.81][11.81][11.81][12.32][11.84][12.17][11.01][10.04] [10.96] [12.89] [16.39] [16.82] [15.95] [15.07] [14.60] [13.90] [12.74] [12.26] GRADE LANDSCAPE AREA TO DRAIN TO CURB CHASES (TYP.) -1.5% MAX -0.9%-1.4%(13.08 FL) (13.58 FL) GRADE LANDSCAPE AREA TO DRAIN TO INLET GRADE LANDSCAPE AREA TO DRAIN TO INLET (14.58) [11.46]5013.05013. 5 0 (13.67 SW) (13.61 TBC) VICTORIA STREET SOUTH 15THAVENUEWINTERTHURAVENUEDAYLIGHT INTERNAL ROOF DRAINS TO DOWNSPOUT AT STORMCHASE SPILL CURB DROP CURB (15.69 EA) TRANSITION FROM DROP TO SPILL CURB TRANSITION FROM DROP TO SPILL CURB (14.43 EA) (14.75 TBC) (15.21 TBC) (15.41 SW) (13.58 EA)(14.59 EA) [13.99] EXISTING RETENTION POND GRADE LOW POINT IN LANDSCAPED AREA AWAY FROM BUILDING (13.64 TBC) (14.25) ST INLET/MH COMBO 4 (48") TBC: 5014.68 RIM: 5014.23 INV IN: 5012.40 (6")(NE) INV OUT: 5011.89 (8")(S) INV OUT: 5011.89 (8")(E)-3.8%-2.7%5012.505 0 1 4 . 0 5013.5050 1 3 . 0 50 1 2 . 0 50 1 1 . 0 5014. 0 5013. 0 (14.68 TBC) (13.99) STAIRS AND HANDRAIL BY OTHERS (TYP.) [13.28] INSTALL CURB CHASE DRAINING TO PARKING LOT (TYP.) HARDLINE ROOF PIPING TO STORM MAIN. ST INLET/MH COMBO 1 (48") TBC: 5012.98 RIM: 5012.53 INV IN: 5008.92 (12")(S) INV OUT: 5008.92 (12")(NW) ST MH 2 (48") RIM:5013.74 INV IN:5008.84 (12")(SE) INV OUT:5008.84 (12")(W) ST MH 3 (48") RIM:5012.91 INV IN:5008.23 (12")(E) INV OUT:5008.13 (12")(NW) STEPPED SIDEWALK WITH RAILINGS BY OTHERS [12.42] [11.35] [12.32](13.70 EA)(14.32 EA)5' CONCRETE LANDING AND STEPPED SIDEWALK BY OTHERS.5' CONCRETE LANDING AND STEPPED SIDEWALK BY OTHERS. NYLOPLAST INLINE DRAIN 1D (24") RIM: 5013.30 INV OUT: 5010.70 (8")(SE) ST INLET/MH COMBO 2 (48") TBC: 5013.08 RIM: 5012.63 INV IN: 5010.10 (8")(NW) INV OUT: 5009.78 (12")(N) ST INLET/MH COMBO 3 (48") RIM: 5012.30 INV IN: 5009.96 (8")(N) INV IN: 5009.96 (8")(E) INV IN: 5009.99 (8")(S) ST INLET/MH COMBO 5 (48") RIM: 5012.30 INV OUT: 5010.37 (8")(N) (14.00) (14.29) EXPOSED FOUNDATION WALL DROP CURB (12.80 LP) (12.80 LP) NYLOPLAST INLINE DRAIN 4A (18") RIM: 5013.70 INV OUT: 5012.60 (6")(SW) (13.45) (13.40) (14.20) (14.20) (14.20) (14.20) (15.81) 3' VALLEY GUTTER 3' VALLEY GUTTER (14.03 TBC)(13.15 TBC) (13.03 TBC) (13.95 LP)(14.01 LP) PROJECT NO: DATE: ENGINEER: REVISIONS DATENO.DESC. SHEET OF 9 22021 August 31, 2023 ELCBLOCK 15 AT BLACKWOOD GROVESBOZEMAN, MONTANABLOCK 15 CIVIL SITE PLANTAOMNNA RN GEO S EF SI NA LROP EINECOTE ETHAN L No. 60593PE ELICNES D8/31/2023 C5.0 GRADING & DRAINAGE PLAN200 40 FEET N 6 BORE IN TO EXISTING STORM SEWER INLET TO BLACKWOOD GROVES PHASE POND 9 EXISTING VALLEY GUTTER TO CONVEY RUNOFF TO BLACKWOOD GROVES SUBDIVISION PHASE 1 POND 8A