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ST9902-ES080901 { I I ROG£RS AULD ADDITION COME DATA MARK LEE RO&RTO ESM D 0/1 A S & VOL. 028 P G 2251 JA CE ROB BEAS G I JANICE L)NNErlt PHILLIPS 6N2 TE Cl/RYE DELTA RADIUS LENOIR TANGINr "HARD DEN WG CHARD SWION OFFSET DESC STATION OFFSET DESC 303 SEN/NOLE. fSTA E. FLORIDA 337774603 J I 100 OAK 7RL 10 -1966 I CO°RELL. TX 7501y CI83 1197309" 7.00 14.57 11.94 52546'04 "W 1208 93 +64.47 48.31 LT PC 93 +59.22 37.43 LT PCC : CO TEXAS 750192500 © - - -- C184 5509 1000 9.80 533 561'55'15'E 9.41 93 +5022 37.43 LT PCC 93 +6752 3300 LT PT 1 C : I 101 W S'AO VOLE LN C185 9077'05" 2500 39.39 25.12 N445127E 3544 94 +56.09 33.00 LT PC 94 +81.09 58.12 LT PT ' ccWPEu. TEXAS 75019 - 2514 CO REL TEXAS 75019 C186 894255" 25.00 39.15 24.88 54510833E 3527 95 +09.09 58.88 LT PC 95 +34.09 33.00 LT PT - 9000" 1000 1571 10.00 N45V0'00"E 14.14 95+88.30 33.00 LT PC 95 +9 &30 43.00 LT PT I`� Q STA 95 +71.177 SANDY LAKE RD; 35' L' , - -', _ % - - -� 1 C188 907808" 1000 15.79 10.08 S4497'407 14.20 96 +1240 4313 LT PC 96 +26.99 1200 LT PCR N. O C/L 70' RECESSED CURB INLET -- -� C189 25240" 1033.00 51.88 2595 N875524 "W 51.88 96 +26.99 3300 LT P 96 +77.21 3100 L1 PCR SALVAGE & LOCATE �I f 703901189 0 -- I C190 8875'42" 1000 1543 9.73 N497805E 13.95 96 +77.21 3300 LT PCR 96+8680 42.77 LT PT PROP SLOPE ESMT EXIST MNLBCX o • p ,- ---- C191 9078'23" 1000 15.79 10.08 5397819E 14.20 97 +0211 43.13 LT PC 97 +11.70 3300 LT POP PROP R0W \ ° o • ' I . C192 04041" 103300 223 6.11 N847010"W 1223 97 +11.70 3300 LT PCR 97 +2353 3300 LT PT r N _ -_ R £LDOATE WA K waif waif - -•- I • 'Q * C193 1178'42" 250.00 50.08 25.13 5847539 "W 5000 93 +45.23 300 LT PCR 93 +94.98 &00 LT PT --- -_ - __ � - - - o TO NORTH PA+ WAY TO "" Q .. RELOCATE WATER _ - PROP 5 -SIDEWALK - 22 .._ _ METER TO NORTH _ - � C194 67071" 1008 108.54 54.32 N8654 "55 "W 108.f9 96 +1585 8.00 LT PC 97 +23.53 &00 LT PT 1111/ / "��y "" ® - -- - - •� - - - - - PdL KWA TO 6" 8/C ` C195 1747 00 08. 00 44.51 22.26 N 8654 S2"W 44.51 96 +1585 8.00 RT PC 96 +60.72 8.00 R7 PCR MID" '�i ` � ,, ,1111111111111 y' x __ - - -- _ CI96 971'49" 25000 40.10 10.14 NB757'51 E 40.16 96 +60.72 8.00 RT PCR 97+00.92 3.97 RT PCR �MD - - -�- P r ' SILY & RELOCATE ` PROP SO LAr ri 5' - ��w�� ® 0-'t�� C197 1148'45" 250.00 5590 28.07 58945 "49 'W 55.79 97 +00.92 3.97 RT PCR 97 +56.45 200 LT PT I EXIST ' - "�" _ Y�, �r C198 897307 2500 3 &93 24.66 N4592'40 'W 35.11 96+2590 33.00 RT PC 96 +4 542 5733 RT PT 7 - -__ _. __._ - REMOVE DISPOSE -- :;11 Y£ & of •• • - C799 953203 2500 41.68 1754 S477955W 3701 96 +7837 6008 RT PC 97 +0485 3300 RT PCC �® �� � 0 P RA° 50 F / -/f ∎ OF Ear 30 RCP OF EANSr -N ' •- C200 194'14 96700 1 8.0 7 9.03 N847/56 'W 18.07 97 +04.85 33.00 RT PCC 97 +2353 33.00 RT PT . Ip m / GEORGAN DR 1- - - - - h F vise AR � N.N. i j R M e E & DI SP R OVE HI D LE POLES HEBS - STA A I # .00 - v STA 74 53 yI' r aKE R O - -_ -� o CAU IIONI! EXISTING UTILITIES + T HE UTILITIES SHOWN ON THESE PLANS MERE COMPILED FROM VARIOUS SOURCES EN 27°389470075733° - A4,A/ST SSW ' �fiF _ �N t� AND ARE INTENDED ID SHOW THE GENERAL EXISTENCE AND LOCATION OF UTILITIES N9090'00 "W 93. +DO � � 95 +0, �(• 96 +00 TO f/N/SH GRADE IN THE AREA OF CONSTRUCTION. PIE ENONEER ASSUMES NO RESPONSIBILITY FOR -- -- - - M SY - - HA DISPOSE OF STA 96 +15 &5 ` •n DY LAK A - E RD I / THE ACCURACY OF THE UTNJTY INFORMATION N ON SHO ON THESE PLANS PIE 2120.40 �� E£ - 9 7 +00 CONTRACTOR SHALL LERIFY THE EXACT LOCATION OF ALL UTILITIES PRIOR TO '1 / ' 0 � EXIST ASPHALT ASPPHALT PtMI / 0 , � _ �'•- Q CONSTRUCTION THE CONTRACTOR SHALL CONTACT UTILITY COMPANIES 48 HOURS = STA 94 +0315 SANDY LAKE RD,' 35' RT ° / .,/, STA 94 +9538 SANDY LAKE RD £ o _ _ -- - _ IT�,t/ST VN YE COYER AN TS CONSTRUCTION C c DD H FACIUTIE CONTRACTOR SHALL a Y S + / STA 1 +0000 OAK MAMAIL TA 95+32.16 SANDY LAKE RD, 3.5 RT 0 C " a PAY£AILNT / TO FINISHED GRADE NOTIFY THE ENGINEER IMMEDIATELY WHEN coNyucTS NM COSTING URUTES ARE F.. I c / 1 10. E ESSED CURB ALLEY , SANDY LAKE ROA /7 N 703897889 CA 10' RECESSED CURB INLET TA 97 +36.77 SANDY LAKE RD; 35' RT I g DISCOKREO. < I E 142%'3257 E 242872259 N 707894(89 BEGIN RETAINING WALL r E 142879138 LIGHT POLE TO BE T/W= 485.26 RELOCATED BY OTHERS BAW 484.40 • 1 ` /8 1\'''-'1 703893488 41::\ STA 94 +21.00 SANDY LAKE RD; 39.17 RT O _ `M &DISPOSE 141 �8959.91 Q ' 4 • M ' PC RETAINING WALL D. , EXIST R.O.W. ,.0 OF EXIST 27" RCP � 1 o • 1/W 486.01 - B /IVI84.38 -- -- - - - - Ilk /Il ,�llil E 142 -• • 22 _ - - - ; + , - -I PROPOSED TREE REMOVAL STA 93 +79.00 SANDY LAKE RD; 39.1/ Kt IN ♦ N - PC REfAMNN6 - *466 D' !'-%- ,-* -_. _ -. Q I NOTE. PRESERYE & PROTECT LANDSCAPING, T - 44v 48704 - - x - -- - - - --I`- - - - - Z 7 ,� TREES d• IRRIGATION ALONG BOTH [� - � -+- L _ < _ _ SIDES OF SANDY LAKE ROAD. NC 48 n 5B- TA 94+2500 Y,LAKE R0; 4317' RT STA 95 +25.00 SWD>1 LAKE RD, 35" RT PROP IO ]RAIL I Q �F 1 - - ' -- - = ADJUST/MA9IFY DOSING IRRI GATION E � � END RETAINNG 0' BEGIN RETAINING WAL 'E' STA 96 +25.33 SANDY LAKE RD; 34.96 RT \I 0 F/ L BEGIN RETAINING WALL D' AV= 484.36 SYSTEM AS NECESSARY (TIP). STA 93 +75.00 SANDY LAKE RD; 4317' RT 1/W= 486.67 h 06- 484.36 B /' GEORGIAN PLACE END RETAINING WALL f' t I ■ M TA- 486.77 4 N 70.1895771 / Ij x r '� VOL. 99719 B /W 5 N 707894E89 48377 T / W =4$7 , B/W= 484.61 IM MI J & KOOK M E 74185521 PG. 00001 E 24287 8/17'=48382 /4 CHETAN RAVAL 5 8 C SEJAL MICHAEL L RAFAEL DORIS C AGUIRRf N 7078947.89 N ]038933M 179 GEORGIAN OR 775 GEORGIAN OR I 103 GEORGIAN ' AN OR • I 104 CEOROAN OR GRAPHIC SCALE E &1860211 I CORRELL, TEXAS 750/9 , CORRELL. 7FXAS 750/96281 E 1 418 8 5 2 21 B O COPPELL TEXAS 750196277 t COPPELL, TEXAS 750/96276 20 0 10 20 40 I ..t 1 Ng . SANDY Y LAKC ROAD 1 I SCALE: - -. . -* i3.,.' S'C. .- VER -1 " =4 w - - - G. - -0.50't G :- 0.52z - - -_ 1 __ - Y - - e ; r q o o 183 095 +7285 + . _. + 495 LP. - 48373 M7 95 +7088 + . . _ iia, a e K9779 0 Q 495 -- v b it W "? >. ■ ■ • `� pp ▪ �.. 10 -� U o 7' , ; a, T v o, - (J ,p v U. 8) t ti ti LUSTING WOUND -•\ ti v, n�' o . _, in �/ a vs ®C/L OF ROAD � v , . w v, ▪ € , W -- - � � I - { - - - -- i ■. :. - 1 - - : ■ 485 uaRrtom - fns (X17UVD ®45PTJ I 485 -- _ -- - - -- -- -- a5os LT s k? rlc a zx 0 -� -- 0 I , / J - EXIST CRAVAp B 45 LT J _ - _.. _ ' ,.. y - �_ 1011 I j T -_ ■■ • Q 1 t a l ■■ ■■ -_ - - ■■ _ - - - t ' ! m _. _ ■- • - - , i 1S= k' _ 1 I n ' 1111 - � t -- - t ' -- _ + M `^' I c - -- b y . -_ 475 i t + a „ d 475 to 3 a - -- • 0 ¢- a e h e a ^ vii 7 - a 4- - twit . - ti 'L 4 ct W 1 e m r t� i ■m » 4 94 +00 95 +00 96 +00 97 +00 0.014:9 r x [ •c 7 r v •o SCALE Thi document is for interim review and is not CITY OF COPPELL, TEXAS PROJECT PREC7 HORIZ TEAGUE NALL AND PERKINS intended for construction, bidding or permit CPL00243 COPPELL 1" - 20 "T purposes. RECONSTRUCTION PLANS FOR SHEET 1 2160 No rth Abrams Road, Suite 608 W. SANDY LAKE ROAD - PHASE 111 13 �' _¢ MATT ATKINS , P.E. Date: SEPT 2008 13 * , --- , : % y� ^ a -, Dallas, Texas 76243 V DATE / NC PAVING PLAN /PROFILE W. SANDY LAKE RD. - _ , :., . - - Phone: (?14)481- 9887+Fax:(214)4B1 -8884 or g -- -- ,a Tx. Reg. # 93968 NO REVISION BY DATE x A s 1 " SEPT 2008 w w w. t n D o n 1n e. c o m STA 93 +50 TO STA 97 +50 60 1 1 1 i i 1 ., i 1 1 1 I- . -.- -•- -- ...- -- - - -- - - - - -- .. _ _ i \ 32 , - � 21 1 25 34 29 34 23 �- -25 25 ::25T1 23 23 29 23 -- j x,