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LUA00-154 - Large Format
T. ROWE A FITZ APPROVED: APPR DATE BY 50% SUBMITTAL REVISION NO. sj ie] os 8 aaa >i “lk z by oO “i Lod} bo S ml Bel & n 2 | Dw E Li Be iL e (aa ns s| of & 2 &| gee = = mz a ivf = ie = © 2S < — weal — a = = o< ¢ Li 72 a = — = o o a) Bs z Zz a 2 5 S| Sa 3 a ud Ze 63 3 oO — Z5 2 5 S| ge 4 ra ni aS a — e oe ne | I~ wT ag ix of oc oe) BE a 8 as 5 uj 7 8 mil <° [gag OF 36 RNs SE 12 cigs ee | fi g*.3 ‘BE g2a5 cN 1 os zo ?P aS ai cS |@ssk z Ps #3 of ; [*) 20 40 a ce SCALE IN FEET 1*=20' REPLACEMENT OF WeLtLL EW-3 TELEMETRY CONDUFT & CcHEMTCAL ConTRINMENT CONDUET LocATED WITHIN 200-feet OF THE CEDAR RIVER “Sig. Szuare Footage. of S4+e: 770 Existing impervious Sut Gace! Square Footage of landscaping: Square, foctagqe of Wwetleads on Slopes Greater then 407, : CONSTRUCTION NOTES: i PROVIDE AND INSTALL COMMUNICATION CABLE TO WELL 1, 2, 3 TRU IN NEW 2” CONDUIT. FROM EW-3 i TIE INTO EXISTING HANDHOLE FOR ROUTING OF TELEMETRY COMMUNICATION CABLE. SEE E-7 FOR MORE INFORMATION. = SEE SCHEDULE B FOR TYPICAL TELEMETRY CONDUIT OFF—SETS. 4. COORDINATE WITH CIVIL/SITE CONTRACTOR FOR UTILITY COORDINATION BETWEEN PIPING AND CONDUIT. CIVIL SITE DRAWINGS. LIBERTY. PARK 770 Sevare feet New impervious Sut Lace: oO Sguare Feet (6) $9 vare. Feet Oo $9 vere Feet ~ SEE PAVEMENT CAPS (TYP.) ayo ; PL JL LLL AL, \ ae oq. : : * - © O © : Hou Se) a 5 S UZ ~ } 3 oO *, ER WA ei % _— — — 2 5 ar) SSeS Se oe ae an Pg E15 Le 2 ove 1 ™~ SSS ESS £ ConDUSNMENT tA — $400 ee 4+00 \ ——o — a — a oe —N — —_— ExIsTIne 4 Proposep — a a \ i a SS —= HIGH WATER MARK SN ey, sa — — 45 45 i = ~~ a ~~ (\ =. Fate ' —S_ 50 — ae —- — —_—_a ——- ~~ ee —— roY6) 45 => EO cc “ —_ a Ss Seg, Woe YS er SS )\ 90% SUBMITTAL LN VANS —_ iS Enr- OO -/5Y REN—EO1 aSslCOoonrn hl! Ten aoe oa eee glare] g 8 REPLACEMENT OF WeLlL EW-% é - x 8 TELEMETRY CONDUET & CHEMTECAL CONTAINMENT ik i a 8 CONDUET LecATED WITHIN 200-feet OF : Ee & THE CEDAR RIVER U e fs . ; = oe z 4 » 0 seems CONSTRUCTION NOTES: Ne) S| 28 g se | a5 2 SCALE IN FEET _ [> PROVIDE AND INSTALL COMMUNICATION CABLE FROM EW-3 = = BS B 1*=20" TO WELL 1, 2, 3 TRU IN NEW 2” CONDUIT. ea a F © BS < [2 TIE INTO EXISTING HANDHOLE FOR ROUTING OF TELEMETRY 4 =z oc COMMUNICATION CABLE. SEE E-7 FOR MORE INFORMATION. Lid a ae . = - & = ° mn [3 SEE SCHEDULE B FOR TYPICAL TELEMETRY CONDUIT OFF-SETS. — od a 5 a 3 = gz &, 4. COORDINATE WITH CIVIL/SITE CONTRACTOR FOR UTILITY = a7 & ° COORDINATION BETWEEN PIPING AND CONDUIT.: SEE 5 5 mn Z CIML SITE DRAWINGS. , LJ o < Fal : = > a5 § id oc O5 Ww (@) * < to rs 8 3 gon” E c = s a] 88 g 2 LIBERTY PARK x e@ sy R AN 3 * : , lo) ABI. : | mntgh 3 ° Spuare Footage of Site: 77O UP gov - Existing impervious Sut Race! 770 ‘Sguare Lent b ° New impervious Sut face: O Sgvare Feet 3 ° Square Footage of landscaping : oO $9 vare. fect te, os ° $9 vare, Loctage. of Wetlands or a Z fs = slopes qreoter then 4o lo : O S9 are Leet ex =< | 8% m7, su | 2B Fi 2 |g g OM 35 |e 8s A Re Goes BX |8Pi c SM Ee ly gone cS (Oe 3 x Ey . 3 ng PAVEMENT CAPS i Oe z (TYP.) i of CLOSEST ; CEDAR Rv % w ry iF < 0 0 HG] (a) i. Soon ’ a Ww fo} fe} ° fo) U ° Oo ° i 9 wl] = fe} é| 3) E/E ; | lat lad ‘ o oO i s H i S Ke) i — _ TAIL v cS] O° X Ss — ° ° Oo Qa at < ‘ me 5°: " i — ry | w SE z| , ExIsTIne 4 Proposed | HIGH WATER MARK aod < KE F| z =| o ao; on al @ NI [o) w) Ecf- 00-154 “| $