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C4 - DIMENSIONAL CONTROL PLAN-revised 2012-11-15'lit PROlP "DOG HOUSE" 24ACCESS ESMT DROP MANHOLE 1.210ACRES L N VOL 3053 PG 227-243 100-YR FLOODPbW1 COMMUNITY CIRCLE REGULATORY FLOODWAY PROP MONUMENT SIGN TIE PROP 5EXTERIOR (SEE ARCH SHEETS) SIDEWALK TO EXISTING, MATCH T 5'SIDEWALK WIBRICK �u HOL E EXISTING ELEVATIONS, TYP PROP 10'WATER ESMT. EXIST RAISED CURB IN Y FLUSH CURB A EXIS T RAMP 4 �:l M A DX) M PROP 5'EXTERIOR R25.02' R24 47' PROP 8" WATER -1 MAX) 33.88' SIDEWALK RAMP (20. Vill] 19 3 1 2.77' 373 10/ 5 ITI N FROM 6" RAISED PROP 6-- t-LUZjI-1 PROP CONDUIT CURB TO 9" FLUSH CURB (TYP) )9 (SEE MEP SHEETS) PROP 6" 98 CURB EXIST8"WATER CURB (TYP.) 28 '47A 1 "7 68.054 (306 PROP FIRE HYDRANT 10'- M NOR, 0 ASSEMBLY & 8" GATE VALVE al r 30 �eq '0 EXIST GVEC OVERHEAD . U�5 PROP 5' 291 13 `:fn ELECTRIC TRANSMISSION LINE a EXTERIOR 14.15* t4 jac�wl 1 11 'I'm SIDEWALK ... . ..... 0 B4 E- - v 6.48' 51 R300' "M ROP CONC s/ W Ellm SWALE ona a 21", 10 15. 1,- _g (ALT #3) :2 SR - Nil ',a 41 A 19. \% PROP 8" PVC (CUUU LJK 14) PROP 6 21 ION WATER LINE (ALT. #3) "M i I CURB (TYP�.) 285 ?58 25' 2t PROP SAN SWR LATERAL 6 CURB & 5'EX 'ERIOR 265 .171 '272* 2 3 .0 -5 SIDEWALK 3� ,3 8" 84.921 343 14.92'- PROP 6" FIRE LINE PROP 5'SIDEWALK 26.16' 352 17)PAIN t.qg=Fz r%r% AN 1 n, 1 n- -1 cl) Lu C) + 364 31 PROP 6,, CURB (TYP.) 63 W/ BRICK INLA Y & FLUSH CURB 14.65' "I N.T.S. -z-m- -Z 2-1 EXIST DECOMPOSED GRANITE PATH EXIST 18"CCMA SA NI TA R Y SEWER 5'CURB OPENING (ALTERNATE #3) M NIIZ r o.uu- "S -0 358 25 5.00'- PROP CONC SWALE (252 2-93) 1 1- 40-5, (ALT #3) PROP 8" PVC STORM DRAIN 347 SALLY PORT 348 (ALTERNATE #3) 251 240 g PROP 5/8" TAP SERVICE w/ ME F2.50' 411 "N" SIDEWALKIFLATWORK CORNER COORDINATES Ng". rig MUNICIPAL COMPLEX Easting LOT 1 BLOCK 1 13756653.16 2200490.40 223 (TO BE RECORDED) 220049531 ZONED: PUBLIC USE 13756641.51 2200504.09 225 1375;6496.69 2200587.67 226 13756478.94 2200654.95 227 13756485.48 2200666.07 228 13756488;.21 L2200739-46 229 13756691.85 2200767-99 230 13756501 78 2200775.40 i 231 13756510.72 2200154.01 232 13756518.78 2200777.71 233 13756517.71 13756503.06 2200781.82 2200790.43 234 13756596.94 2200855.08 235 13756555.74 220084646 236 237 13756592.03 13756576.92 2200847.53 238 13756592.10 2200902.36 239 13756641.40 2200937.41 240 13756703.63 ------------ 2200949.83 241 13756723.27 13756699.97 2200979.17 2201097.44 VA, I CITY OF SCHERTZ Ng". rig MUNICIPAL COMPLEX Easting LOT 1 BLOCK 1 42.84' 1, 2� 52.640 ACRES 223 (TO BE RECORDED) M, ZONED: PUBLIC USE 13756730.42 USE: OPEN LANDIBALL FIELDS/CITY OFFICES 225 SIDEWALKIFLATWORK CORNER COORDINATES Point # Northing Easting 222 13756694.34 2201:096,33 223 13756720.49 220096151 224 13756730.42 2200942.87 225 13756737.57 2200906.57 226 13756708.15 2200926.25 227 13756729.06 22009,20.01 228 13756696.76 2200923.98 229 13756691.85 2200923M 230 13756646.10 2200913.88 231 13756612.78 22010890.19 232 13756593.07 2200856.69 233 13756590.42 2200837.74 234 13756596.94 2200812.61 235 13756594.29 2200793.66 236 237 13756592.03 13756576.92 2200789.81 2200764.29 238 13756570.89 2200767.84 239 13756568.36 2200763.53 240 13756559.80 2200768.56 241 13756558.74 2200772.67 242 13756550,98 2200777.23 243 13756 2200776.17 im m mg SIDEWALKIFLATWORK CORNER COORDINATES COORDINATES 13756541 .29 SIDEWALK/FLATWORK CORNER COORDINATES 13756595M 1376654&35 333 13756671.28 13756524.86 334 13756662.24 13756505.28 335 13756623.03 13756523.21 2200662.41 13756628.10 13756524.28 13756727.02 ---------- 2200693.87 13756532.04 Oil 13756646A3 13756536 .14 220072:8.34 13756615,45 1375674928 2200684.48 13756653.69 13756542.15 342 2200671.53 13756543.87 2200717.99 13756731.76 13756519.00 344 345 13756726,63 13756499.63 346 13756731.54 1 13756508.68 13756722.35 2200675.07 i 137565:99.64 348 13756661 99 37566M07 349 J 13756625.05 F- 2200569.82 1 3756524.89 13756623.99 13756663.19 13756522.43 1375662-1.35 352 353 13756719.94 1 V56609.33 13756529.20 13756601.80 -A 13756597.83 2200786A0 13756734.5:9 1 2 4 SIDEWALKIFLATWORK;CORNER COORDINATES Northing SIDEWALK/FLATWORK CORNER COORDINATES 13756595M 2200524.46 333 13756671.28 2200788.93 334 13756662.24 2200504,63 335 13756623.03 2200666.63 2200662.41 13756628.10 ii 2200675.25 13756727.02 ---------- 2200693.87 2200697.80 339 13756646A3 2200665.49 340 13756615,45 1375674928 2200684.48 13756653.69 2200718.76 342 2200671.53 1 2200725.72 343 13756731.76 2200691.08 344 345 13756726,63 3756657.83 346 13756731.54 1 1 2200762.36 13756722.35 2200675.07 i 2200918.69 348 13756661 99 2200681.87 349 J 137561718.87 2200680.02 1 3756524.89 2200672.25 13756663.19 13756522.43 2200668.07 352 353 13756719.94 22006M91 13756529.20 13756668.26 -A 13756597.83 2200786A0 13756734.5:9 2200667.29 2200790.57 1375667&83 2200706.44 13766704.17 13756677.78 2200698.91 1375669124 ....... . .... 2200623.18 13756660,03 13756684.40 2200621.40 2200673M F 13756686.17 13756692 .43 2200690.29 13756699.10 1 2200606.96 2200703.65 13756663.61 2200546M 13756697.37 11 2200693.76 1 13756648..96 1 2200555,24 �2200691.35 137,%705. .54 5 13756737,12 220072616 1.01111 - -- -- - - - - 13i7567160.34 -2200751.37 13756646.59 - �- 3756760.19 22007;65.51 13;756650.03 2200533.23 13756754.56 2200820.26 13756647.28 2200528A7 13756758.78 2200717.35 137561558.10 2200522.22 13756754.70 2200683.55 13756659.06 220052&02 m 101110 00 1111111 ra va poll WIN 14 Ir IN I IP0410 'Polo, 010 WE = SRI! VMS ON' 00 �q mm am SIDEWALK/FLATWORK CORNER COORDINATES Point # Northing !r Eastinig 332 13756595M 2200524.46 333 13756671.28 2200788.93 334 13756662.24 2200504,63 335 13756623.03 2200666.63 336 337 13756628.10 ii 2200675.25 338 13756642.54 2200697.80 339 13756646A3 2200706.42 340 13756615,45 2200653.76 341 13756653.69 2200718.76 342 13756733.37 1 2200725.72 343 13756743.23 2200727.37 344 345 13756726,63 2200492.94 2200714.73 346 13756731.54 1 1 2200762.36 13756692.71 2200918.69 348 13756697.62 2200919.66 349 J 2200777.01 350 1 3756524.89 2200672.25 351 13756522.43 2200668.07 352 353 13756526.74 2200665.54 13756529.20 2200669:.71 -A 13756597.83 2200786A0 13756600.29 2200790.57 mm am SIDEWALK/FLATWORK CORNER COORDINATES Point # Northing Easting 332 13756595M 2200793.11 333 13756593.52 2200788.93 334 13756748.92 2200819.15 335 13756754.44 2200765.45 336 337 13756754.75 13756629.61 2200736.46 2200617-02 338 13756642.54 2200609.42 339 13756649.39 2200611-19 340 13756647.61 220061&04 341 13756634.68 2200625.64 342 13756653.52 2200678.37 343 13756650.98 2200674.06 344 345 13756651.87 13756539.53 2200492.94 2200714.73 346 13 756531.34 2200719.56 2200897.95 348 13756560.07 2200768.39 349 13756565.14 2200777.01 350 13756573.33 2200772,19 351 13756681.24 2200770.98 352 353 13756693.81 13756735.99 2200753.10 2200761.05 0 v " V-m PROP EARTHEN SWALE "N' (ALTERNATE #3) X EXIST 16"CCMA REUSE WATER LINE PROP STORM DRAIN \4, \ OUTFALL STRUCTURE 74' (ALTERNATE #3) 644 K A Q1 N, \ SEE INSET ABOVE FOR ASE BID DIMENSIONING & LAYOUT N-1 20 0, 80'GVEC ELECTRIC ESMT 6.126 ACRES VOL. 1194, PG. 532 120.53' PROP 9" FLUSH CURB & 5'EXTERIOR SIDEWALK N, SIDEWALK/FLATWORK CORNER COORDINATES Northing 1375674798 2200778.36 13756726.50 2200901,90 13756705.42 2200915.30 13756656.74 13756705.47 2200817.05 2200746.87 --j 13756507.34 2200758.26 13756665.86 2200942.29 13756685.96 2200967,41 2200933,12 13756695.41 2200899.30 137566663.23 2200917.89 2200897.95 13756680.22 2200967.17 13756686.11 13756680.90 2200951.72 13756681.82 2200915.97 13756647.78 1: 2200488.08 13756638.76 2200499.33 aim -\1 X N 21 EXIST 5'SIDEWALK wl G R A P H I C S C A L E S 1 1.5 2.5 3