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CC - Drainage Report J-U'B J•U•B ENGINEERS, INC. Sky Mesa Commons Subdivision No. 5 Meridian, Idaho December 2020 Storm Water Drainage Report ACHD Project SUBP20-xxxx JUB Project No. 10-20-083 Jr 1 L a 10683 Of 'OTT Z `" ------ I Scott Wonders, PE -� 2760 W.Excursion Lane,Suite 400 J-U-B Meridian,Idaho 83642 208-376-7330 J•U•B ENGINEERS,INC. www.jub.com Sky Mesa Commons Subdivision No. 5 Storm Water Drainage Report Page 2 Site Location The project site is located approximately 700 feet west of S. Eagle Road and 1,000 feet south of E. Taconic Drive in the City of Meridian, in the SE 1/4 of Section 32, Township 3 North, Range 1 East, Boise meridian. Existing Site Characteristics The approximately 4.0 acre project site is partially developed as part of the adjacent subdivision to the north. The area has been rough graded and slopes down-gradient to the north at slopes less than 2%. Proposed Site Improvements The proposed improvements include the construction of 13 residential lots, 1 common lot, and associated streets, sidewalks, and infrastructure. Drainage Design Concept The project consists of 2 catchment, labeled H and L. Stormwater collected in catchment H is directed toward a storm drain system designed and installed as part of the subdivision phase to the west. See the included catchment map for Sky Mesa Highlands. Stormwater collected in catchment L is directed to catchments 3 and 4 as shown in the included Sky Mesa Commons Subdivision No. 1 Site Drainage Plan. No storm drain collection systems are designed as part of this project. l (.JU� J•U•B ENGINEERS,INC. 0 50 100 SCALE IN FEET LEGEND O — — PROJECT BOUNDARY al CATCHMENT BOUNDARY — — — — — — — SUB—CATCHMENT BOUNDARY FLOW DIRECTION XX CATCHMENT ID EXISTING CATCHMENT #.## CATCHMENT AREA (AC) H2 a EXISTING CATCHMENT H1 L 0.69 s a � g _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 a U \O O s EXISTING CATCHMENT = A2 EXISTING CATCHMENT J C1 EXISTING CATCHMENT m F �s ao a� m 3 SKY MESA COMMONS SUBDIVISION NO. 5 N& B MERIDIAN, IDAHO o 02 STORM DRAIN CATCHMENT MAP a J-U-B ENGINEERS,INC. H2 1.14 o so goo ■■■■■■■■ SCALE IN FEET H1 H 1.50 LEGEND J K 0.02 K 0.02 — — PROJECT BOUNDARY A2 � ■ C2 CATCHMENT BOUNDARY 0.19 0.13 mi ME — — — — — — — SUB—CATCHMENT BOUNDARY •� 6 91 0 3 —i FLOW DIRECTION 0.■ Al INFILTRATION BED LOCATION ■�■Emom ■■■■■ F E ® POND LOCATION F E1 1'85 24 CATCHMENT AREA (AC) 1.70 G1 I I i Al 2.52 B 1.46 D2 D1 1.73 2.76 ■ o m ■ Q ■ O 0 w l •••,•���44 w ��1 1 � I a I 0 0 E. LAKE HAZEL ROAD f VU lz Y 6 U O a U a� m SKY MESA HIGHLANDS MERIDIAN, IDAHO STORM DRAIN CATCHMENT MAP s Fire:oaaiNa e J-U-B ENGINEERS,INC. - _ _.._, �� _ _ _ _ z Jv 1 . 1 1 - - ti 7\ i!%�i y,.� - _ _ E.WOODV7LLE 9 29 1 289 100 50 0 100 200 300 n 25 BLK.2N it .. .: it ... . - - - 201 -- - z �- 1z� 13 5 13 z 2 - AC".., 9 L �HENWIC � B K - 0.63 . W '2 18 17 16 15 14 13 12y 15 AC'f AC. zuv] L C � v_ 3 4 5 6 7 8.,...._..g. 6102 11 •16 7 Wf v a Q 5 AQ. f � ................. :.,.fin:..=.:. . ,. '.... __• Z . 1 _ 1 m �W � 3 4 5 4g, s 7 og BLK.4 gig 0 - - - =wps= Al .. ...:....o .: . ...\-^...•....'^ ...E.ZqAEHAVEN ST. CZa .,.�. :.�...• a ems.. '.,..-.. e,...'.._ A i , .'h. I ... ..._._..._._.... 1� 5 ___.._ _"_„----- -- ----- - -__ _--- �-�:,� .. $' 7674 x /I�V �m O Dom .. .- y �g w 81(V MFR4COMMOMS BOBO:M0.1 PFPKF -- BTOPM Of1AltlRfiE VOLUME _- - c,�so hA �Usw�..c 5q� smele F-emer _ v ae.4m�U••um c 5%.wrtnomiro stam7i=nzr � 0 6 Jm NO..tw114 Ca-0.5 kU U.--0na8C 0.5%' airyb Feeney Va'/ 1242 r 2NAW48 Cyo=0.501,ay1-A.-C .e%�-SYgb Femly� V�m./rr Wemn ' _. __ _ VWQ=Nn MOm`Usaum C 5%iWtlx CwelY Slami I•Q@' - �••Q�. M U eunecC 014j 4np(QI� _ V•Nw 902 Ueswn C O.tL) 1=0.0 �/1 •Va-0 y,A UeemwC )':Ei6etlna(WXiWeS lenQ Va Rm Nesuna C•0.t4) I=Q�` V� _�_ ^Q1m�.1 5mR_rUee C 0+4).Ei tl-sLLq(c--4 J'Vfm=�_.•b4 U%eml%C.at%' I=0.95• Z -N --�. _.__ Im I a, , o �,» LEGEND NO. lemq ml _- - ----------;OM --_ aak xeq .._Icu- " -Mei elc b-.4 -(m�k:q - 1 20.w ton 181 0.83 118 wB 404 f815 2246 Z 2 Taw 218 0.81 1 w 5S] 12w 1m]e ZO58 m s aea rat zae mow n 1.e+ 1.se 225 nw zees sws aws a+n O DRAINAGE BASIN NUMBER 3 zee z1 1.e1 z.es WITH ACRE AND BASIN c z 0.75 AC.t F zzw + 1.n lam zu+ zw] 3ws zeae BOUNDARY LINE r, W 4 a.5] law 1.39 z+e 11 2.w +2m T]]6 3192 8238 C-) O Z_ SmmaeBM N0.2 4.83 22w 1.21 9a 4.31 .1. - m5 �- _ TIME OF CONCENTRATION it ~ 2L' te.w lost ?81 2.. zes] suss afm TC �4 � z_ Seepeaesm Ho.3 248 3f 21a z88 1151 M7 3055 4251 31m f/1 P-4 N Q 2sz3 -1 zxe VALLEY GUTTER i �oes �.se osrz e o.B3 a]s apa 1058 1m1 F+�I F�1 0 cl smreae em w.4 zrz zo.o w 1.n z zwe sire STORM DRAINAGE COLLECTION SYSTEM A - W 8 +.68 2R.40 ?22 1.81 +.21 R 8T! 2138 a4w .21 2495 /1� N 1.ae 2z48 1.zz t.e1 +21 1�re an 1sa aria -1O STORM DRAIN BED Fri law 2.. 051 081 2w ew re2 low SURFACE FLOW DIRECTION 10 1.12 13."w 2.58 OB2 44 1zt0 1- 1.. 1411FT"1 law zu 20 iM 2111soz4 -- SUBDMSION BOUNDARY n 1es ?w 931 m4e zsrz 34sa zsm -' ...._....... ' ?ae xm ts1 +.0 seemae ees xo.s 1.w z4.]e f.1s +.et ?u i.w est z1u z4]z s4se 2sm _- --�"-` TSGn"� 6 CONTOUR LINE e 1.ae 22.40 1.22 ?8+ +.27 1.re 92I 21. 2459 3121 2495 1.14 tow e31 21. - sGv z5m - -._......."......._2501............._..... 1'CONTOUR LINE Bey No.5 sow 11w 2.58 SM5002 SCALE 1• = 100' ass ten ?u 2.11 2516 2984 48w DWG.DATE 04/06/18 19 e.>0 1.92 zie 0.. 1.,. 40811. 1317iB92 Fwna Bm wow 1.., zts tse] seer 5ese ez]+ PROJ.NO. 180114 z1s 6. - 2eu34 1 aee SHEET 1 OF 1 FNum 0e0 3.25 20.m tow all 2.94 -0 40n 4095 18 a02 MW 4 1:SB 1.+5 tow BI6 21. awa -1 2545 D R N 1] 1.w 21.m 9 1.81 i.N rz 8w 2052 29w 8283 29& I� FIRxe 8etl 9.92 1�U 2a9 3.10 4231 4wa /SHEETS/180114-DRN.DWG