Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
012a C5.2 Civil Storm Sewer Plan
ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELEC ELECELECUGE UGEUGEUGEUGE UGE UGE UGEUGEUGE UGE UGE UGEUGEUGEUGEUGE 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''W1''W1''W1''W1''W4''SS 4''SS 4''SS 4''SS 4''SS 1.5''W 1.5''W 1.5''W 1''W 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 8''SS 8''SS SS4''SS4''SS1''W1''W1''W4''SS1''W4''SS1''W1''W1.5''W1.5''W4''SS4''SS4''SS4''SS4''SS4''SS4''SS4''SS4''SS1''W1''W4''SS4''SS4''SS1.5''W1.5''W4''SS4''SS4''SS4''SS1''W1''W4''SS1''W1''W1''W1''W1''W4''SS1''W4''SS1''W1''W1''W1''W4''SS4''SS4''SS1''W1''W1''W4''SS4''SS4''SS4''SS4''SS1''W1''W1''W1''W4''SS 4''SS 4''SS 4''SS 4''SS 1''W 1.5''W 1.5''W 1.5''W 1.5''W1''W1''W1''W4''SS4''SSBLDG #1 BLDG #2 BLDG #10BLDG #3 BLDG #4 BLDG #9 BLDG #8 BLDG #5 BLDG #6 BLDG #7 BLDG #35 BLDG #34 BLDG #33 BLDG #23 BLDG #24 BLDG #25 BLDG #22 BLDG #20 BLDG #19 BLDG #18 BLDG #17 BLDG #16 BLDG #21 BLDG #15 BLDG #14 BLDG #11 BLDG #13 4''SS 4''SS 4''SS 4''SS 4''SS OSWOSWOSW OSW OSW OSW OSW OSW OSW OSWOSWOSWOSWOSWOSWOSWOSWOSWOSWOSWOSWOSWOSWOSWOSWOSWOSWOSWCOOSWOSWCO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO OSW 8''ST8''ST8''ST8''ST8''STBLDG #12 8''ST 8''ST8''ST8''ST8''ST WINTERTHUR AVENUECANTER AVENUEVICTORIA STREET OSWOSW OSW OSW CO CO W V W V 5 SPACES 9 SPACES8''ST 8''ST 8''ST W BO OSW8''ST8''STTW: 14.50 TW: 13.75 TW: 12.85 TW: 12.90 TW: 16.35 TW: 15.55 TW: 15.55 TW: 15.55 TW: 16.30 TW: 16.80 TW: 16.30 TW: 16.10 TW: 15.50 FF: 11.75 SLAB-ON-GRADE FOUNDATION TW: 17.50 TW: 17.60 TW: 14.55 TW: 14.55 TW: 17.50 TW: 16.50 TW: 16.30 TW: 15.90 TW: 15.30 TW: 15.20 TW: 16.60 TW: 5017.20 TW: 5017.30 TW: 5017.50 TW: 16.50 TW: 14.55 TW: 14.55 DRAIN BASIN 1 (18") RIM:5010.50 INV IN:5007.58 (8")(S) INV OUT:5007.58 (8")(NE) SOLID COVER EX ST MH COMBO INLET 1-9 (48") TBC: 5009.46 RIM: 5009.01 INV IN: 5006.44 (12")(E) INV IN: 5007.02 (8")(SW) INV OUT: 5006.44 (15")(N) CORE INTO INLET FOR NEW 8" PIPE CONNECTION. GROUT IN NEW PIPE 46' of 8" HP STORM PIPE @ 1.20% INVERTED BOULEVARD ALLEY APPROACH PER DETAIL 5014 50 1 3 5013501150125013 5014 5014 5014 5015 5016 5015 50155015 5015 5015 50155012501150115012 5011 5012 5011 5015 501550145015 5016501550145013 5016501550145012501350115010 5010 50 1 1 5012DRAIN BASIN 2 (18") RIM:5011.56 INV IN:5008.18 (8")(SE) INV OUT:5008.18 (8")(N) SOLID COVER 5016501550125015 5012 5012 5012 501 1 50115011 501250135013 501350135013 5012 5015REFER TO SUBDIVISION LANDSCAPING PLANS FOR LINEAR PARK IMPROVEMENTS (TYP.) 60' of 8" HP STORM PIPE @ 1.57% 5015 5 0 1 4 50 1 2 INLINE DRAIN 4 (15") RIM:5014.64 INV OUT:5011.70 (8")(N) DRAIN BASIN 8 (18") RIM:5014.18 INV IN:5011.45 (8")(S) INV OUT:5011.45 (8")(E) INLINE DRAIN 5 (15") RIM:5013.42 INV OUT:5011.00 (8")(E) DRAIN BASIN 7 (18") RIM:5013.42 INV IN:5010.82 (8")(W) INV OUT:5010.82 (8")(N) DRAIN BASIN 6 (18") RIM:5013.25 INV IN:5010.00 (8")(S) INV IN:5010.00 (8")(W) INV OUT:5009.90 (8")(N) DRAIN BASIN 5 (18") RIM:5012.68 INV IN:5009.40 (8")(S) INV IN:5009.40 (8")(E) INV OUT:5009.30 (8")(N) DRAIN BASIN 4 (18") RIM:5010.95 INV IN:5008.55 (8")(S) INV OUT:5008.55 (8")(W) 51' of 8" HP STORM PIPE @ 1.19% 16' of 8" HP STORM PIPE @ 1.18% 18' of 8" HP STORM PIPE @ 1.00% 56' of 8" HP STORM PIPE @ 1.34% 38' of 8" HP STORM PIPE @ 1.32% 23' of 8" HP STORM PIPE @ 1.08% 18' of 8" HP STORM PIPE @ 1.00% 61' of 8" HP STORM PIPE @ 1.50% INLINE DRAIN 2 (15") RIM:5014.18 INV OUT:5011.37 (8")(N) 501550145013 501571' of 8" HP STORM PIPE @ 1.16% DRAIN BASIN 9 (18") RIM:5014.36 INV IN:5010.35 (8")(E) INV IN:5010.35 (8")(S) INV OUT:5010.35 (8")(W) SOLID COVER INLINE DRAIN 1 (15") RIM:5013.50 INV IN:5010.46 (8")(S) INV OUT:5010.46 (8")(N) DRAIN BASIN 3 (18") RIM:5010.95 INV IN:5008.37 (8")(E) INV OUT:5008.37 (8")(NW) 90' of 8" HP STORM PIPE @ 1.62% INLINE DRAIN 3 (15") RIM:5013.50 INV OUT:5010.60 (8")(W) INSTALL STORM CHASES ACROSS WALKWAY (TYP.) PROJECT NO: DATE: ENGINEER: REVISIONS DATENO.DESC. SHEET OF 12 22002 January 6, 2023 ELCCOTTAGES AT BLACKWOOD GROVESBOZEMAN, MONTANABLOCK 14 CIVIL SITE PLANTAOMNNA RN GEO S EF SI NA LROP EINECOTE ETHAN L No. 60593PE ELICNES D01/06/2023 C5.2 STORM SEWER PLAN20'0 40' SCALE 1" = 20' N 10 NOTE 1.ALL STORM STRUCTURES TO HAVE SLOTTED GRATES UNLESS OTHERWISE NOTED.