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PROFILE VIEW LEGEND <br />13U <br />125 <br />120 <br />115 <br />110 <br />105 <br />100 <br />13J <br />130 <br />125 <br />120 <br />115 <br />110 <br />105 <br />13U <br />13U <br />13U <br />13U <br />20, 12.96' <br />WALK WAY/ S/W 5' EX: <br />8' <br />20' <br />2 ' STANDARD CONNIrCT S/W: EDI <br />125 <br />125 <br />S/W <br />HANDICAP <br />DRIV <br />AISLE~~ PF}RKING.�. <br />FLOW <br />VEG <br />125 <br />125 <br />STALL <br />STALL <br />I <br />LI <br />E <br />2:29' <br />VERIZON I <br />I ` <br />120 <br />120 <br />EL.= 115:05........................................:.......EASEkNT. <br />1; <br />ia,.;... .. <br />... <br />120 <br />120 <br />o <br />EL.= 115.38 <br />V r5 <br />PROGRESS <br />MEG <br />EASEMENT' <br />EL.= 1 <br />4.47 <br />115 <br />115 <br />_..... .. <br />1.6% : <br />2.2% <br />i.a%.....:.............. .L.a./....... L..:........2.z <br />-.................................... <br />115 <br />115 <br />EL.=:114.517 <br />Epp <br />Ex. <br />CURB <br />EL.= - 14.78 <br />EOP <br />i <br />110 <br />110 <br />1 <br />................................................................. <br />.................... I.....,.I.............. <br />.................................... <br />110 <br />110 <br />15' S <br />105 <br />105 <br />............................................................................................................... <br />........... ........... <br />EX 15" SD <br />105 <br />105 <br />100 <br />100 <br />100 <br />100 <br />-10 0 20 40 50 -10 0 <br />SECTION A -A <br />H: 1" = 20'1 V: 1" = 10' <br />-10 0 20 40 60 <br />SECTION F-F <br />H: 1" = 20" V: 1" = 10' <br />20 40 60 <br />SECTION B-B <br />H: 1" = 20" V: 1" = 10' <br />13J 1.5J <br />130 130 <br />125 125 <br />120 120 <br />115 115 <br />110 110 <br />105 105 <br />80 90 -10 0 <br />13U 13U <br />125 125 <br />120 120 <br />115 115 <br />110 110 <br />105 105 <br />100 100 <br />13U i3U <br />125 125 <br />120 120 <br />115 115 <br />110 110 <br />105 105 <br />100 100 <br />100 110 -10 0 20 40 50 -10 0 20 30 -10 0 20 40 50 <br />SECTION C-C SECTION D-D SECTION E-E <br />H: 1" = 20'1 V: 1" = 10' H: 1" = 20'1 V: 1" = 10' H: 1" = 20' f V: 1" = 10' <br />20 40 60 <br />SECTION G-G <br />H: 1" = 20'1 V: 1" = 10' <br />13D <br />130 <br />125 <br />120 <br />115 <br />110 <br />105 <br />80 90 <br />Storm Sewer Tabulation <br />13U <br />125 <br />120 <br />115 <br />110 <br />105 <br />100 <br />BUILDING EXTERIOR <br />PROPOSED GRADE <br />- - - - - - <br />BUFFER LINE <br />- - - - - - <br />EXISTING GRADE <br />�•••�•••� <br />EXISTING BOUNDARY (F�) <br />- <br />CENTERLINE (%) <br />=-r'----�--- <br />SILT FENCE <br />Q <br />TYPE "D" CURB <br />�] <br />TYPE "F" CURB <br />MEG <br />MATCH EXISTING GRADE <br />PL <br />PROPERTY LINE <br />WL <br />WETLANDS LINE <br />110.43 NGVD (= 109.60 NAVD) PER ZEPHYR COMMONS <br />STORM SEWER TABULATION DATED 02/22/08 <br />Page 1 <br />Station <br />Len <br />(ft) <br />Drng Area <br />Rnoff <br />coeff <br />(C) <br />Area x C <br />Tc <br />Rain <br />(1) <br />(in/hr) <br />Total <br />flow <br />(cfs) <br />Cap <br />full <br />(cfs) <br />Vel <br />(ft/s) <br />Pipe <br />Invert Elev <br />HGL Elev <br />Grnd / Rim Elev <br />Line ID <br />Line <br />To <br />ncr <br />:ac) <br />Total <br />(ac) <br />Incr <br />Total <br />Inlet <br />(min) <br />Syst <br />(min) <br />Size <br />(in) <br />Slope <br />(%) <br />Dn <br />(ft) <br />Up <br />(ft) <br />Dn <br />(ft) <br />Up <br />(ft) <br />Dn <br />(ft) <br />Up <br />(ft) <br />1 <br />2 <br />3 <br />4 <br />End <br />1 <br />2 <br />1 <br />17.523 <br />148,916 <br />125.173 <br />123.768 <br />0.19 <br />0.21 <br />0.14 <br />0.09 <br />0.64 <br />0.36 <br />0.14 <br />0.09 <br />0.85 <br />0.85 <br />0.85 <br />0.85 <br />0.16 <br />0.18 <br />0.12 <br />0.08 <br />0.54 <br />0.30 <br />0.12 <br />0.08 <br />10.0 <br />10.0 <br />10.0 <br />10.0 <br />14.6 <br />13.0 <br />10.0 <br />10.0 <br />6.1 <br />6.4 <br />7.0 <br />7.0 <br />3.29 <br />1.93 <br />0.85 <br />0.55 <br />5.28 <br />10.62 <br />6.09 <br />11.81 <br />2.68 <br />2.63 <br />1.89 <br />1.50 <br />15 <br />15 <br />15 <br />15 <br />0.57 <br />2.30 <br />0.76 <br />2.85 <br />107.27 <br />107.37 <br />110.45 <br />107.37 <br />107.37 <br />110.80 <br />111.40 <br />110.90 <br />109.62 <br />111.35 <br />111.76 <br />111.19 <br />108.79 <br />113.87 <br />114.09 <br />113.87 1114.20 <br />113.87 <br />114.09 <br />114.74 <br />D3-D7 <br />D2-D3 <br />D1-D2 <br />D4-D3 <br />109.58 <br />109.79 <br />111.35 <br />109.79 <br />Project File: 2980040-STORM.stm <br />Number of lines: 4 <br />Run Date: 6/17/2022 <br />NOTES:Intensity = 12.5403 +-2.1359(X) +-0.2044(X)^2 + 0.0387(X)^3 -- X = Ln(Tc)(min); Return period =Yrs. 10 ; c = cir e = ellip b = box <br />Storm Sewers v202O.40 <br />111111111111 <br />LU <br />0 <br />CF) <br />III 00 <br />N <br />l0 <br />Lfl <br />d <br />M <br />N <br />T'i <br />Z <br />aW>-cn-OZM <br />J Ln <br />Z 0 Q ®^ <br />o m W z <br />LU <br />� <br />m <br />¢0 WwnOJ <br />w <br />C? <br />IT <br />O <br />U0 <br />Z (� <br />O <br />�O�r�-i LLI <br />o0ZLU0 ° <br />2 a <br />� rn <br />N <br />¢O <br />V <br />a <br />a <br />�y <br />0 STATE OF <br />O • 07/25/2022 • �� <br />a <br />J C" . <br />C <br />N <br />W Q <br />N C� <br />JLn <br />O N <br />0� zg W �2: <br />C)4. <br />LUo CO <br />W M ^ ^ d <br />= Q v Q N 0 ~ <br />U M Z `.0 <br />o L O X 0 <br />M Q V- = < > <br />N d M CZ U- Q <br />C7 C7 U M (D <br />ZZ_t-iOZ� <br />Ow Z Q .< W <br />'^ Z uJ <br />� he � <br />Y/ ~ O <br />Z N N <br />Z WQ Z <br />j J <br />U <br />O <br />a <br />W <br />N <br />LL <br />Z <br />Oa�w <br />z= <br />Fn <br />O N <br />0 U � arc O v <br />x <br />= O � <br />a CL <br />N N U� <br />U.w� <br />o N <br />O o�c N <br />J U <br />S <br />H <br />E <br />E <br />T 600 <br />N <br />0 <br />