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Metrocrest-PN100127..._.450 JB ~ ' I TC= 4& I TC= 451.05 ITC= 450. - 450 - -- -- I G= 450.85 I G= 450.55 I G= 450.20 i 4 49 --- q qe3' 42 WATER UNE -J - - - --450. LU 1 �C= � - - 42" WAIM --UNE - - - - - -_ - = -- - GTE - � h a ^�� TC=45/.JO �,; 6�O TC =451.30 O rn C. B G =450.80 �� - - o 0 - o o - ' g - t -` - 7t-- - - - - - - -- 0 / - - _ 3" WATER UNE G_ U 'q v 24 I Qj 0 AG N Amy,? 10 - -- _ - - - - -- - _ -_ - _ --- -- - - - -- PROPOSED TURN LANE ---"'� - ff_ -- 450- - - - onzalez & Schneeber z 660 N. Central Expressway DALLAS COUNTY (FOUND] MATCH PA VEMENT - -��`r� h MONU MENT - - ;: MATCH EX. SEE SHEET C9 FOR 7"C=4.50.69 �A51� ° - # T.. o As G =450 .10 C' AS qs 4cJ0 CONCRETE c x D ? 0 0 0 -- _ PAVEMENT /J �J� J� �T A l s s s j rr CONCRETE ? - A� LZ 1 !' .L! .L s �� .L./ .CZ l l f /� PAVEMENT �`tO 8 6 � k PAVEMENT �N O ,O TC =450 .50 6� 1� I (f .L'.� 48 "'RCP Ex . 12" WATE ( � ,��� o °� C ` \R �� a�,g � �- °� -- ° 0= 450.00 k °' 2y l /10 PU RIGHT -OF -WA I _ S .°'Ex. 1 W ATE R ` R s QWV r o 9s s `` h TC =451.00 o f \ c xs > CONCRETE WALTZ a _ ya TC= 450.90 G= 450 .50 �G h� - - - - CONCRETE W ALK „ 5 13 0 2 -wv w/ csES ft, RPts 4804- A 5 ° IRO G�450, 4O N Q IRON ROD N 4 08't0;; o� '` i�OD UN N • 0,0 '- --- - - - 8 - 219.1 - - -- -- - - - - - -450�I �°_ W B� 44 - - - - - - - _ - _ - - CAP SET s - - 'sos .� \ � _.-- "` •._......_, -, -----448 - - - - - - - - - - - - - - %. -- - . -� - 449 _ - y r - ` - TG= 459: 7-0 S _ -�4T- = b r - 7 -� -O� / 4� �p ° „ -eP= - 304�3f�1t�2GE -. WYE 4¢ eP 1 j2 IRON ROD 30 i�1NAGE G= 450.20 - - -446- - _ - - _ -s - 8 � a FOUND 'so `{ r ` < r'' , EASEMENT l w - - - - - tz� I eF�'' . &7' \ -447 Gt`b h -° _ _ - - �kg• (�) °� � �°� 5 S ACES �w� r { - - 27" RCP STORM DRAIN p s` ce°� 47 !I - r - s,• 44 I a`' ( - 447 -- - - - -- - _ - - _ g / <( 15 BU LINE CONCRETE ACHES INTO TC =450. 4 V. 2002083 P. 00028 PAVEMENT '� EN O � �.'- -' • O � � M cn �9 �' - v _4 `` �- "� �- .- M.R.D.C,T. °c SU,kJECT TRACT 12.4' \ I O L - 4 -_ , a \ G= 450.20 y 1 TC= 450.50 G =450,40 51 - -- 48- - e - - - ~' h 4 1 j ` �I ROD ti { I` _ g 8" IR ,£� 4 s W j GSES /NC RPiS 4B04'�� ~ j ( G= 450.00 ,� � LOT 1 -' S �° CAP SET \\ „r -I I cfl ' �� 1.9939 acres \ c, , ss cr © }' 49. END BL DCK A \\ \ e END \ \ \ ``; 4 ` ' G =44910 I l v( l SILT FENCE 1 o (� METROCREST COMMUNITY ill C / • ' Y $ .80 � ~ `45Q - � - I I 1 t RA BARNES T C= 449 ri "' Q D OME S CHURCH �, a ; " 35.0' / CC File No. 0090027!435 1 I J a RRIGATION I� ° Ro t '``'~+ D.R C. T. G= 449.30 h 1 I I 1 - FF =451.25 - ! �t ^ 450 � ��`�ac� N c 'x� � y / 43,5 sq.fs 11 16., RE LINE a g ��� -ID ❑ I� ` o X08 67, 0 .•.• � f a- I + TC= 450.90 � � 1 I „ �.,,.,. ..-• � 1 y o• / 1,,00 acres x � _� - --'"� • .-- G= 450.40 METROCREST COMMUNITY CHURCH, l C TC =450.40 I TC =449, 70 P. 04552 G= 449.90 r1• V. 204303.1, r� 1555 E. SANDY LAKE ROAD ( G =449 .20 D.R.D.G.T. sC o S ORR I T 4 sq IL l� � � 0 0 3 > { O ( ( CHURCH BU ` 450 - - - --° o r l TC= 449.90 I I I I - _ -- - /- I -- \ 2 - ��-- J f -- w c? ! 1 25 siTE�, G- 449.40 � I -i- �► `O p�yO i o°J sM #iS iI - �{ I I i L q O (X? O s Oft I \ TC =45' 0.00 t� I 9 PARALLEL SP CES �O' N , O p f TRINITY SHORES ADDI N Q CONCR * \ { V. 2002083, P. 00028 M.R.D.C. T. iCV 1 II 0450 00 4 G= 450.00 '��`'� TC =4 .00 Q 1 I G =449.50 PAUEMEr�fi :. � i ""--- � TC_ 450.50 P I �• � o , G - �O I �i' 10' TXU ELECT & ------ . - - - - -- �� - -- - - -- - -k ---- - - - - - �- -- - - - - -- ° - - - - - -- GAS EASEMENT �\ o- 8" WASTE TE - O E BUILT; BY OTHERS �� a 6 s- \ `- V. 2002083 P. 08 ROD , P 02 ELEG s s WOOD FENCE ENCROACHES 8" W ( A ] �1 W t 2 1 INTO PROPERTY O.2' p• Or' • , „ O k4 O j "frSES M.R.D.C.T. /x 4804" _ BOX i� ( h y �, , i /'� s ~ CAP SE a 89 449-- �.. -.._. o� --. s o ti FEN , - } J c 0. FE N S� 85.0' r Jh,0 CONCRETE ... END e0 y x _.,.. = _ : RO C l0 �� 0 ' H Y _ �. _._..- - - - - - � 'rCl G q��4VEMENT .GTE ELEC. 1 5` 9 CC ¢ ate ��y O ,� 0 � 4 �/ - T = 449 .80 - .._ - -- � 500.I4� CONCRETE Off' p'�I z BT 2 _ ..._ -44 � .68 'STS '' 3 - - �� sox eox 6 2 SILT FENCE \r� a° s y _ � 4 ( ( - s F OC - �s ~" - - - - G= 449 .30 9g PAVEMENT $� a t 450 WOOD FENCE ENCROACHES t 6 0 V. UTILITY EASEMENT I �� - ' -- - - .- -- � c� - - _ - ss - I- '- �,° g INTO PROPERTY 0.8' l u V. 971 P. 5346 a4 WO 40.0' TE ©. t7 7 Q WOOD FENCE 1 2" I 75 0� WOdD_FENGE 7 WOOD FENCE -� ` WOOD FENCE 40 91 1 cn F ) M.R.D.0 j I ,, r -_ _ _RISER - - -- 1-- - - - - -- ROD FOUND - --I - -� (2 - -- - -- --- - -.+-- �,� EOC4 -. Q - - 1 7.5 UTILITY EASEMENT ` I I V.; 97174, P. 5346 ccx i / I M.R.D.C.T. \ Z't z z"t / I i 5' UTILITY EASEMENT - �- I-•- ( { I 3 - LO o =� U - ) 5 TILITY EASEMENT CD o m `� V 7174 P. 5346 I V. 97174, P. 5346 K4 ` I 7.5' UTILITY EASEMENT z ii ci O z a c.i , M.R.D.C.T. d z " M. T. ( V. 97174, P. 5,346 M.R.D.C.T. T. m (O ••..I ti °' NI I o �', �' / I� I 2 3 4 I 7 ® i I 8 til �' > I I. I I ® �� ®o�r• �Rii�f'x ® ® �� ° ® ® ® �m =0 I I I �' i ® �� �� �� l0 30.0' °°` i , -- � -�--"- NI NI R1 YER YIEW ESTATES TES �N�j I ( 6 n °, I �� 2.5 UTILITY EASEMENT °) 2.5' UTILITY EASEMENT- --�-t- ) i I V, 97174, P. 5346 V. 97174, P. 5346 9 o �o M.ft,D.C.T, V. 97174, P. 5346 i ( ao o I I M.R.D. C. T. I 5 O OD N 00I I Osj 25' BUIL LINE I V. 97174, P. M.R.D.C.T. ROD FOND ( I I ( I I I EX . 8" WATER \ --- - - - Ex . 8" WA - - - - - 10 UTILITY EASEMENT ! O V. 97174, P. 5346 j'� j� Tom' j' � j a /'`�' j� j' j'� j� j �j V' l 6 A P T i� 1 1 Y F N [i l 6 F f 1i .Ll L l 6 l Y , i M.R.D.C.T. \� l - - - - - --� - - - - - - - - - - - - - - - - � 25' BUILDING LINE ( 50' PUBLIC RIGHT - OF - WAY V. 97174, P. 5346 ` M.R.D.C.T. NO TE. ALL DISTURBED AREAS SHALL BE FULLY = RE- VEGETATED REFER TO LANDSCAPE PLANS Uri' Of .................p,.......i... X RROBERT W. 8CHlfkWR�♦ S9 i4�& LU 1 TC= 563.25 t1,0• CITY OF COPPELL �„ TOP OF CURB ..... PLANNING & ZONING DEPARTMENT `� O rn C. B Q. rn TOP OF GUTTER U 'q v 24 I Qj TP =565.00 TOP OF PAVEMENT ENGINEER IS AN OFFENSE UNDER THE TEXAS ('� b -art-- FLOW LINE 8 - 219.1 - - -- -- - - - - - -450�I �°_ W B� 44 - - - - - - - _ - _ - - CAP SET s - - 'sos .� \ � _.-- "` •._......_, -, -----448 - - - - - - - - - - - - - - %. -- - . -� - 449 _ - y r - ` - TG= 459: 7-0 S _ -�4T- = b r - 7 -� -O� / 4� �p ° „ -eP= - 304�3f�1t�2GE -. WYE 4¢ eP 1 j2 IRON ROD 30 i�1NAGE G= 450.20 - - -446- - _ - - _ -s - 8 � a FOUND 'so `{ r ` < r'' , EASEMENT l w - - - - - tz� I eF�'' . &7' \ -447 Gt`b h -° _ _ - - �kg• (�) °� � �°� 5 S ACES �w� r { - - 27" RCP STORM DRAIN p s` ce°� 47 !I - r - s,• 44 I a`' ( - 447 -- - - - -- - _ - - _ g / <( 15 BU LINE CONCRETE ACHES INTO TC =450. 4 V. 2002083 P. 00028 PAVEMENT '� EN O � �.'- -' • O � � M cn �9 �' - v _4 `` �- "� �- .- M.R.D.C,T. °c SU,kJECT TRACT 12.4' \ I O L - 4 -_ , a \ G= 450.20 y 1 TC= 450.50 G =450,40 51 - -- 48- - e - - - ~' h 4 1 j ` �I ROD ti { I` _ g 8" IR ,£� 4 s W j GSES /NC RPiS 4B04'�� ~ j ( G= 450.00 ,� � LOT 1 -' S �° CAP SET \\ „r -I I cfl ' �� 1.9939 acres \ c, , ss cr © }' 49. END BL DCK A \\ \ e END \ \ \ ``; 4 ` ' G =44910 I l v( l SILT FENCE 1 o (� METROCREST COMMUNITY ill C / • ' Y $ .80 � ~ `45Q - � - I I 1 t RA BARNES T C= 449 ri "' Q D OME S CHURCH �, a ; " 35.0' / CC File No. 0090027!435 1 I J a RRIGATION I� ° Ro t '``'~+ D.R C. T. G= 449.30 h 1 I I 1 - FF =451.25 - ! �t ^ 450 � ��`�ac� N c 'x� � y / 43,5 sq.fs 11 16., RE LINE a g ��� -ID ❑ I� ` o X08 67, 0 .•.• � f a- I + TC= 450.90 � � 1 I „ �.,,.,. ..-• � 1 y o• / 1,,00 acres x � _� - --'"� • .-- G= 450.40 METROCREST COMMUNITY CHURCH, l C TC =450.40 I TC =449, 70 P. 04552 G= 449.90 r1• V. 204303.1, r� 1555 E. SANDY LAKE ROAD ( G =449 .20 D.R.D.G.T. sC o S ORR I T 4 sq IL l� � � 0 0 3 > { O ( ( CHURCH BU ` 450 - - - --° o r l TC= 449.90 I I I I - _ -- - /- I -- \ 2 - ��-- J f -- w c? ! 1 25 siTE�, G- 449.40 � I -i- �► `O p�yO i o°J sM #iS iI - �{ I I i L q O (X? O s Oft I \ TC =45' 0.00 t� I 9 PARALLEL SP CES �O' N , O p f TRINITY SHORES ADDI N Q CONCR * \ { V. 2002083, P. 00028 M.R.D.C. T. iCV 1 II 0450 00 4 G= 450.00 '��`'� TC =4 .00 Q 1 I G =449.50 PAUEMEr�fi :. � i ""--- � TC_ 450.50 P I �• � o , G - �O I �i' 10' TXU ELECT & ------ . - - - - -- �� - -- - - -- - -k ---- - - - - - �- -- - - - - -- ° - - - - - -- GAS EASEMENT �\ o- 8" WASTE TE - O E BUILT; BY OTHERS �� a 6 s- \ `- V. 2002083 P. 08 ROD , P 02 ELEG s s WOOD FENCE ENCROACHES 8" W ( A ] �1 W t 2 1 INTO PROPERTY O.2' p• Or' • , „ O k4 O j "frSES M.R.D.C.T. /x 4804" _ BOX i� ( h y �, , i /'� s ~ CAP SE a 89 449-- �.. -.._. o� --. s o ti FEN , - } J c 0. FE N S� 85.0' r Jh,0 CONCRETE ... END e0 y x _.,.. = _ : RO C l0 �� 0 ' H Y _ �. _._..- - - - - - � 'rCl G q��4VEMENT .GTE ELEC. 1 5` 9 CC ¢ ate ��y O ,� 0 � 4 �/ - T = 449 .80 - .._ - -- � 500.I4� CONCRETE Off' p'�I z BT 2 _ ..._ -44 � .68 'STS '' 3 - - �� sox eox 6 2 SILT FENCE \r� a° s y _ � 4 ( ( - s F OC - �s ~" - - - - G= 449 .30 9g PAVEMENT $� a t 450 WOOD FENCE ENCROACHES t 6 0 V. UTILITY EASEMENT I �� - ' -- - - .- -- � c� - - _ - ss - I- '- �,° g INTO PROPERTY 0.8' l u V. 971 P. 5346 a4 WO 40.0' TE ©. t7 7 Q WOOD FENCE 1 2" I 75 0� WOdD_FENGE 7 WOOD FENCE -� ` WOOD FENCE 40 91 1 cn F ) M.R.D.0 j I ,, r -_ _ _RISER - - -- 1-- - - - - -- ROD FOUND - --I - -� (2 - -- - -- --- - -.+-- �,� EOC4 -. Q - - 1 7.5 UTILITY EASEMENT ` I I V.; 97174, P. 5346 ccx i / I M.R.D.C.T. \ Z't z z"t / I i 5' UTILITY EASEMENT - �- I-•- ( { I 3 - LO o =� U - ) 5 TILITY EASEMENT CD o m `� V 7174 P. 5346 I V. 97174, P. 5346 K4 ` I 7.5' UTILITY EASEMENT z ii ci O z a c.i , M.R.D.C.T. d z " M. T. ( V. 97174, P. 5,346 M.R.D.C.T. T. m (O ••..I ti °' NI I o �', �' / I� I 2 3 4 I 7 ® i I 8 til �' > I I. I I ® �� ®o�r• �Rii�f'x ® ® �� ° ® ® ® �m =0 I I I �' i ® �� �� �� l0 30.0' °°` i , -- � -�--"- NI NI R1 YER YIEW ESTATES TES �N�j I ( 6 n °, I �� 2.5 UTILITY EASEMENT °) 2.5' UTILITY EASEMENT- --�-t- ) i I V, 97174, P. 5346 V. 97174, P. 5346 9 o �o M.ft,D.C.T, V. 97174, P. 5346 i ( ao o I I M.R.D. C. T. I 5 O OD N 00I I Osj 25' BUIL LINE I V. 97174, P. M.R.D.C.T. ROD FOND ( I I ( I I I EX . 8" WATER \ --- - - - Ex . 8" WA - - - - - 10 UTILITY EASEMENT ! O V. 97174, P. 5346 j'� j� Tom' j' � j a /'`�' j� j' j'� j� j �j V' l 6 A P T i� 1 1 Y F N [i l 6 F f 1i .Ll L l 6 l Y , i M.R.D.C.T. \� l - - - - - --� - - - - - - - - - - - - - - - - � 25' BUILDING LINE ( 50' PUBLIC RIGHT - OF - WAY V. 97174, P. 5346 ` M.R.D.C.T. NO TE. ALL DISTURBED AREAS SHALL BE FULLY = RE- VEGETATED REFER TO LANDSCAPE PLANS Uri' BREAKDOWN OF DRA INAGE Of .................p,.......i... X RROBERT W. 8CHlfkWR�♦ S9 i4�& + ..... 65352 .......; 1 <trir TC= 563.25 t1,0• CITY OF COPPELL �„ TOP OF CURB ..... PLANNING & ZONING DEPARTMENT 0= 562.75 TOP OF GUTTER 01/20/2010. ALTERATION OF A SEALED DOCUMENT TP =565.00 TOP OF PAVEMENT ENGINEER IS AN OFFENSE UNDER THE TEXAS ('� ENGINEERING PRACTICE ACT. -art-- FLOW LINE BENCHMARKS onzalez & Schneeber z 660 N. Central Expressway DALLAS COUNTY (FOUND] , Suits 250 Piano, Texas 4 , Pi T 7507 engineers • sury 4Y'S 19720 516 50i no, T 7 7 50 7 11 SEE SHEET C8 FOR --64 PROPOSED CONTOUR LINE SEE SHEET C9 FOR OF THE DAM. _ STC3RM SEWER AND +" OwM WATER METER DETAIL OF ROOF ::: { INLET ]'LAN AND QWV WATER VALVE DRAINS + GSES GSES JANUARY H 1 " =30' 2010 PROFILE LIGHT STANDARD E17F TRANSFORMER -6- FIRE HYDRANT -II-- METAL SIGN OSS SANITARY SEWER MANHOLE a FENCE OPH TELEPHONE MANHOLE O STORM MANHOLE BREAKDOWN OF DRA INAGE Of .................p,.......i... X RROBERT W. 8CHlfkWR�♦ S9 i4�& + ..... 65352 .......; 1 <trir t1,0• CITY OF COPPELL �„ ..... PLANNING & ZONING DEPARTMENT THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ROBERT W. SCHNEEBERG, P.E. 65352 ON 01/20/2010. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ('� ENGINEERING PRACTICE ACT. N :4$ 9- BENCHMARKS onzalez & Schneeber z 660 N. Central Expressway DALLAS COUNTY (FOUND] , Suits 250 Piano, Texas 4 , Pi T 7507 engineers • sury 4Y'S 19720 516 50i no, T 7 7 50 7 11 STANDARD TABLET STAMPED "PRIME TRAY STA. NO. 7 Y 1924 R35 TEX 1924" ALONG SANDY LAKE ROAD ON ������� ��� DRAINAGE PLAN THE EAST BANK OF THE ELM FORK IN THE WINGWALL OF THE DAM. METROCREST CHURCH AT RIVERVIEW �j� +" per! •! SITE BENCHMARKS. ::: CITY OF ('�(' PPE j vici v v Lu 1 T 189' SOUTH OF SANDY LAKE ROAD CENTERLINE OF RIVER VIEW DRIVE, DESIGN DRAWN DATE SCALE NOTES RLE NO. ::: + GSES GSES JANUARY H 1 " =30' 2010 30 0 30 30 Scale in Feet Of .................p,.......i... X RROBERT W. 8CHlfkWR�♦ S9 i4�& + ..... 65352 .......; 1 <trir t1,0• CITY OF COPPELL �„ ..... PLANNING & ZONING DEPARTMENT THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ROBERT W. SCHNEEBERG, P.E. 65352 ON 01/20/2010. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ('� ENGINEERING PRACTICE ACT. N :4$ 9- BENCHMARKS onzalez & Schneeber z 660 N. Central Expressway DALLAS COUNTY (FOUND] , Suits 250 Piano, Texas 4 , Pi T 7507 engineers • sury 4Y'S 19720 516 50i no, T 7 7 50 7 11 STANDARD TABLET STAMPED "PRIME TRAY STA. NO. 7 Y 1924 R35 TEX 1924" ALONG SANDY LAKE ROAD ON ������� ��� DRAINAGE PLAN THE EAST BANK OF THE ELM FORK IN THE WINGWALL OF THE DAM. METROCREST CHURCH AT RIVERVIEW ELEV.= 438.53 SANDY LAKE ROAD @ RIVERVIEW DRIVE SITE BENCHMARKS. " 0" CUT SET ON BC SOUTHSIDE OF SECOND ISLAND, CITY OF ('�(' PPE j vici v v Lu 1 T 189' SOUTH OF SANDY LAKE ROAD CENTERLINE OF RIVER VIEW DRIVE, DESIGN DRAWN DATE SCALE NOTES RLE NO. ELEV.= 451.34 GSES GSES JANUARY H 1 " =30' 2010 ,.,....:...- _.•.. +t-I -t I++ +H++I+ 1-141-+ 4;;::�',t: a s.. _ �.; r _ - AND REPLACE EXISTING PAVEMENT. , j A , ff .F R 0 ,� P_ -- - `� 50 CONCRETE PLATE DURING NO -WORK HOURS. PAVEMENT D PUBLIC RIGHT -OF -WAY) 0 "` BOLD DOWN PLATES ARE REQUIRED. — EX. 12" WATER I ^ r C p — — ' ` — e — — — EX , 12" W AT ER YFR CONCRETE WALK — — — — — — EASEMENT 20' DRAINAGE _ - A54 f CONCRETE WALK EASEMENT „ 9 ZA IRON ROD 5 $ IR — ` — _ _ - ASEAtE1V9 WV W/ MMES LNG., RPLS 4804' N 4 4 82 ❑ 2 - ROD F UN - N 90 "00'00" W - 219.1 6' - - - - - - - - - - N 1aY PLATT - _ - - - - - - ~450 -- -450�I -98 °� t�0 - W - - - - - - - - - 45757 89449- � - - CAP S E T - - - - - - - - - - _ - - - - 4�_ 447 ` - -4 � f2 IRON ROD - - - ' ---- 449— _._ - - --3Q CO - - - -_— — S — — =4T — =_ _ 446 - - -- — �yyE`7`L— —" ¢$` 4 g� I NSTALL: ,- -446 -- - ir3tL f - I ND 108.67„ - ' DRAINAGE 1 I -l.5" DOM. . -- - - - _.. - - - - - - - - - - - - - - - ,. � SEMENT / - - - - - - - - —4 ��� Nei — — /.0" DOM. METER a 5 $ ACES (� = - 27" RCP STORM DRAIN — a ° - -1t r 145 DOM.' BFP ��g I I I I —� -- 447 — °_ " — _ A` — = - - - ' FRON -- / &6 � 7// BU ILDI NG LINE I - -- 1 -2 IRR. CONN. l( Q - - - - 3 0 T YARa 1 ' 15 T _ / J� ' 1 1 BRICK B� IcK WALL \ F — � — — `SET$A£K_ jY PLAT) / -° ""- V. 20(320$3 P. 00028 SIGN CONCRETE ENCROACHES INTO `� �'� I -2 IRR. METER I > cn Q ---449---- — — -- — 447 ti PAVEMENT Stl13JECT TRACT 12.4' " `, {' U i M 44 M.R.D.C.T. 2 -ICV \ l -2 /RR. BFP `1 15' DRAINAGE �L -4 — — 1 ' 8-• -_.- \ - \ EASEMENT i I t l� — 449— 1 8" VALVE 1 _ 30 ' DRAi�1AGE — 1 �f8" IRON ROD \ (BY PLAT! I I {� �' m C� I I W f cs£s rR� RPLS 4804 \ 1 -8' DETECTOR CHECK i v I S �`' o -' �- ~ " '- �T — - " q �`` GAP SET VALVE ASSEMBLY !N _`� -- M ETROC RE ST CO CHURCH, INC. SS \ CONCRETE VAULT PER INSTALL: 1 I w / `- — — — -' " V. 200305;/, P. 04552 / m INSTALL: , 4 q r I \� Y j ,��� CITY DETAIL 4160 / -8 "x6" TEE _ I I I I Q �`' j BLOCK D T. l ',/ 1 -8 +, VALVE END I a , `? s.`� - 1 -6 VAL VE I y I I w y LOT I // Q w VALVE ASSEMBLY IN r( I -8 DETECTOR CHECK SILT FENCE 'WIT W o �- METROCREST COMM , } 86, .� _ °-- -- --� 853 SQ. f f. CHURCH I q q CONCRETE VAULT PER 1 ns � I / RAY B . BARNES INSTALL: p INSTALL REMOTE I y _ a5 OMESTIC L9939 acres �W CITY DETAIL 4160 W 35.0 / i l -8 X6 TEE FDC LINE I I 1188 E. SANDY LAKE ROAD Vf 1 1. O z 1 ( CC File NO. 200900271435 S ,. f --i'" 2' RRIGATION 7,419 ft. �I \ �� -� ..t 4 W/ 1 1 -8 VAL VE 1 Q FF- 451.25 q' D . `` Q 4J O D.R.D.C. T. 1 -6" VALVE I `� CHURCH BUILDING ap ELEC. a 43,560 sq « ft. ( ( 16 FIRE LINE 8 41 ❑ I f 1.0000 acres I -FIRE HYDRANT I j INSTALL: INSTALL: CONSTRUCT V p o ° �- i I 1 DC 1- DOUBLE CLEANOUT 1- DOUBLE CLEANOUT 580 L. F. OF p q I� o N ��, a I _ ,. I F FL= 446.25 FL= 446.25 � \ s N 1 v J W _� W o U o p a 8 WATER _ " ? I I 24' FIRELANE AND MUTUAL - �sr 111 0O' •"" 0 �' o STA: 1 +64 p a m ° 4* M I _ / 1 ` M y 41 21" RCP ACCESS EASEMENT (BY PL ( V 0 " ( I ! REMOVE 8" PLUG AND o o x STORM Dl I _ _ 1 2 y� r 1 1 _ �-- — w ca 1 d 4 N o ( CONTINUE 8' I WASTEWATER p 1 l ee v 1 I OJ , PARAL aM W sITE } \ LINE TO EAST p w I I 1 I I I I '~ f _� 11 BL 4CK A I { I I Q 9 LEL SP CES L , INSTALL: Z FL 8 =442.7fi' _ - -, y .- — — o ., ., o cn TRINITY SHORE'S ADDITION W I , - 0 t. 1 I I I 1 - 8 X6 TEE V. 2002083 P. 00028 15' UTILITY / � M.R.D. C. T. CONCRETE • / INSTALL: 2 20 REAR YARD 6 VAL VE ( I tcv PAVEMENT I 15' UTILITY EASEMENT " I EASEMENT (BY PLAT) ,`� I + .. r .I , .-� ,SETBACK (BY PLATT 1 -FIRE HYDRANT a Wm - File No. 200900265076 2 -8 45 BENDS -- , 10 TXU ELECTRIC & _------ .-- _.... - - -- - -- -- - - - - -- ------ . - --,�� � __-_ � -"_�I- 1 - I �- � - - - - -- -- ------ - - - - -- � -- - - - - - -- � GAS EASEMENT t I " W -11 ATER 0.30% - _ S ON ROD i E�G� WOOD FENCE ENCROACHES 9 - 45 `$ N W f ` S£S 1N , V. 2002083, P. 11002$ BOX I INTO PROPERTY 0.2' I / _ _ 6 4804" M.R.D.C.T. ... Nj 89 °4 7'00" W 2 43 74 % '' ° 7 , .. 85. .c WOOD FENCE � . - L �4 49- — r. L — ..- l�C 6 EWA• R CAP SE �• i .�- BJ -- CONCRETE + . — I — — — — — — — — — 3 I d 1 J t+ Y 4 «O' N 89 ° 4 ��b�}'� W _ — — — -` z 87.2 _ P _q – ❑ _- .... Imo. — — — — — — — — — PAVEMENT GTE El FC. — —I• BOX BOX TELE. _ — °449 J 54Q .I CONCRETE I WOOD FENCE ENCROACHES Z — — PAVEMENT 450' INTO PROPERTY 0.8' 10' UTILITY EASEMENT I i-0. 1 o d V. 97174, P. 5346 -❑ 0 ❑ r-- ❑ - CO3 - -- n ❑ ❑ ❑ ❑ 3 I I 4 WOO TELE. _ _ — ❑ 75. D WOOD FENCE 1 /2 "_IRON T5 O' WOOD FENCE — 7�r Q! WOOD FENCE — �— WOOD FENCE 40.0 I M.R.D.C.T. I 1 /� /,, --- __RIS`ER ---- - - - - -- ROD FOUND -I - - - I r / /tw�j 7.5 UTILITY EASEMENT �� I CONSTEIMCT 1 ( I V. 97174, P. 5346 I CONSTRUCT M.R.D.C.T. 3 1 / STA: 4 +25 Z ' U v z .4* ( 18 L.F OF ` I 5' UTILITY EASEMENT I ff�5 L.F, OF I \ to r� , / w �' STA :3 +20.00 INSTALL: -� 4n M =12 5 UTILITY EASEMENT -*-�- 8 WASTEWATER V. 97174 P. 5346 6 WAST ' AMA TER ' ° LEGEND c� ( m U 0 • I' V. 97174, P. 5346 I U_, �� CONSTRUCT STD. 4' DIA. . _ „ E v. !- CLEANOUT 7.5 UTILITY EASEMENT M, R. D. C. T. I I ,...,. Z ° t? z o I V. 97174, P. 5346 , t2. - o '� M.R.D.C.T. I � fJ I WASTEWATER MANHOLE FL =44381 _ >rI o h o= I, I I TO THE CITY OF COPPELL I �� M.R.D.GT. of 4 SPECIFICA TIONS. END 8" I in f �s ... ❑ to 1 I ( 2 3 I WASTEWATER AND BEGIN 7 1 Iri I 8 ' I f ( 61 0 1 BLOCK A 01 I 6" WASTEWATER of 11 I I CO a / 30.0' ( `' 2.5' UTILITY EASEMENT NI NI RIVERVIEW ESTATES N) I FL 8 "0443.24 6 N 2.5' I I / wM ' UTILITY EASEMENT- ► --1-*- g ( V. 97174, P. 5346 V. 97174, P. 5346 I FL 6 "= 443.34 V. 97174, P. 5346 I ( 0 ( (� M.R.D.C.T. M.R.CC.T. I 5 O M.R.D.C.T. QI I Qwv I I I 1 I j CO 4,,1 ❑TF I � I 25' BUIL LINE I V. 97174, P. 5346 I I 1 I I I ( M.R.D.C.T. 1 1 I I 1 1 ,,,,..- -- - ...•„ 1/2" IRON ( ( I I � -1 -' - •`• � � / --- { I ROD FOUND I OSS 1 I — - - EX. B" WATE — EX . 8" WATER — — — — — — — y 10' UTILITY EASEMENT 10 a o V. 97174, P. 5346 M.R.D.C.T. I OPH 25' BUILDING LINE OST 150' PUBLIC RIGHT -OF -WAY J _ - - V. 97174 P. 5346 MROCT I mum 11M R ON DR 30 0 30 60 Scale in Feet - 6" I WASTEWA z _� KR� I !alffi !�� � 05 � 00 -, 0�� � ®L'Z�I�1�IGi:L'll 7 I • 0 13- _ -- 450 - -' s Q � s ` _ INSTALL BY OPEN CUT. REMOVE - — — _ 42" W ATER UNE — _ AND REPLACE EXISTING PAVEMENT. _ — — — — — — — — — _ a2 wAtt�R NE INSTALL: " ' — — — — — _ INSTALL: -- — — — — — — — a m PLA TE DURING NO -WORK HOURS. 1- 12 "x$" TAPPING GTE '` 1 12 "x8" TAPPING — — ` - ` - ' t -- -- f -- = — — — 0 — 3 " WATER LINE — BOLD DOWN PLATES ARE REQUIRED. — f i t-1 I44 — — SLEEVE — — — — — �' -° i-F-1• {� F•H 4•�- 1.1-1- 3" WATER L3NE ',- I-H H-4 •F FH 4 i-I �LH I'i� � � 4f1 � '�1'�,�.�Lf f — L-1 +Aft I=H _ ® ®— - "— — — SLEEVE — — — — _ — — — — — — - " 1 -8 VALVE ____��� PROPOSED TURN LANE CITY 1 -8" VALVE -- -450 — — - XXX _ MONUMENT _ — ST\ ASS T. INSTALL BY OPEN CU REMOVE ,.,....:...- _.•.. +t-I -t I++ +H++I+ 1-141-+ 4;;::�',t: a s.. _ �.; r _ - AND REPLACE EXISTING PAVEMENT. , j A , ff .F R 0 ,� P_ -- - `� 50 CONCRETE PLATE DURING NO -WORK HOURS. PAVEMENT D PUBLIC RIGHT -OF -WAY) 0 "` BOLD DOWN PLATES ARE REQUIRED. — EX. 12" WATER I ^ r C p — — ' ` — e — — — EX , 12" W AT ER YFR CONCRETE WALK — — — — — — EASEMENT 20' DRAINAGE _ - A54 f CONCRETE WALK EASEMENT „ 9 ZA IRON ROD 5 $ IR — ` — _ _ - ASEAtE1V9 WV W/ MMES LNG., RPLS 4804' N 4 4 82 ❑ 2 - ROD F UN - N 90 "00'00" W - 219.1 6' - - - - - - - - - - N 1aY PLATT - _ - - - - - - ~450 -- -450�I -98 °� t�0 - W - - - - - - - - - 45757 89449- � - - CAP S E T - - - - - - - - - - _ - - - - 4�_ 447 ` - -4 � f2 IRON ROD - - - ' ---- 449— _._ - - --3Q CO - - - -_— — S — — =4T — =_ _ 446 - - -- — �yyE`7`L— —" ¢$` 4 g� I NSTALL: ,- -446 -- - ir3tL f - I ND 108.67„ - ' DRAINAGE 1 I -l.5" DOM. . -- - - - _.. - - - - - - - - - - - - - - - ,. � SEMENT / - - - - - - - - —4 ��� Nei — — /.0" DOM. METER a 5 $ ACES (� = - 27" RCP STORM DRAIN — a ° - -1t r 145 DOM.' BFP ��g I I I I —� -- 447 — °_ " — _ A` — = - - - ' FRON -- / &6 � 7// BU ILDI NG LINE I - -- 1 -2 IRR. CONN. l( Q - - - - 3 0 T YARa 1 ' 15 T _ / J� ' 1 1 BRICK B� IcK WALL \ F — � — — `SET$A£K_ jY PLAT) / -° ""- V. 20(320$3 P. 00028 SIGN CONCRETE ENCROACHES INTO `� �'� I -2 IRR. METER I > cn Q ---449---- — — -- — 447 ti PAVEMENT Stl13JECT TRACT 12.4' " `, {' U i M 44 M.R.D.C.T. 2 -ICV \ l -2 /RR. BFP `1 15' DRAINAGE �L -4 — — 1 ' 8-• -_.- \ - \ EASEMENT i I t l� — 449— 1 8" VALVE 1 _ 30 ' DRAi�1AGE — 1 �f8" IRON ROD \ (BY PLAT! I I {� �' m C� I I W f cs£s rR� RPLS 4804 \ 1 -8' DETECTOR CHECK i v I S �`' o -' �- ~ " '- �T — - " q �`` GAP SET VALVE ASSEMBLY !N _`� -- M ETROC RE ST CO CHURCH, INC. SS \ CONCRETE VAULT PER INSTALL: 1 I w / `- — — — -' " V. 200305;/, P. 04552 / m INSTALL: , 4 q r I \� Y j ,��� CITY DETAIL 4160 / -8 "x6" TEE _ I I I I Q �`' j BLOCK D T. l ',/ 1 -8 +, VALVE END I a , `? s.`� - 1 -6 VAL VE I y I I w y LOT I // Q w VALVE ASSEMBLY IN r( I -8 DETECTOR CHECK SILT FENCE 'WIT W o �- METROCREST COMM , } 86, .� _ °-- -- --� 853 SQ. f f. CHURCH I q q CONCRETE VAULT PER 1 ns � I / RAY B . BARNES INSTALL: p INSTALL REMOTE I y _ a5 OMESTIC L9939 acres �W CITY DETAIL 4160 W 35.0 / i l -8 X6 TEE FDC LINE I I 1188 E. SANDY LAKE ROAD Vf 1 1. O z 1 ( CC File NO. 200900271435 S ,. f --i'" 2' RRIGATION 7,419 ft. �I \ �� -� ..t 4 W/ 1 1 -8 VAL VE 1 Q FF- 451.25 q' D . `` Q 4J O D.R.D.C. T. 1 -6" VALVE I `� CHURCH BUILDING ap ELEC. a 43,560 sq « ft. ( ( 16 FIRE LINE 8 41 ❑ I f 1.0000 acres I -FIRE HYDRANT I j INSTALL: INSTALL: CONSTRUCT V p o ° �- i I 1 DC 1- DOUBLE CLEANOUT 1- DOUBLE CLEANOUT 580 L. F. OF p q I� o N ��, a I _ ,. I F FL= 446.25 FL= 446.25 � \ s N 1 v J W _� W o U o p a 8 WATER _ " ? I I 24' FIRELANE AND MUTUAL - �sr 111 0O' •"" 0 �' o STA: 1 +64 p a m ° 4* M I _ / 1 ` M y 41 21" RCP ACCESS EASEMENT (BY PL ( V 0 " ( I ! REMOVE 8" PLUG AND o o x STORM Dl I _ _ 1 2 y� r 1 1 _ �-- — w ca 1 d 4 N o ( CONTINUE 8' I WASTEWATER p 1 l ee v 1 I OJ , PARAL aM W sITE } \ LINE TO EAST p w I I 1 I I I I '~ f _� 11 BL 4CK A I { I I Q 9 LEL SP CES L , INSTALL: Z FL 8 =442.7fi' _ - -, y .- — — o ., ., o cn TRINITY SHORE'S ADDITION W I , - 0 t. 1 I I I 1 - 8 X6 TEE V. 2002083 P. 00028 15' UTILITY / � M.R.D. C. T. CONCRETE • / INSTALL: 2 20 REAR YARD 6 VAL VE ( I tcv PAVEMENT I 15' UTILITY EASEMENT " I EASEMENT (BY PLAT) ,`� I + .. r .I , .-� ,SETBACK (BY PLATT 1 -FIRE HYDRANT a Wm - File No. 200900265076 2 -8 45 BENDS -- , 10 TXU ELECTRIC & _------ .-- _.... - - -- - -- -- - - - - -- ------ . - --,�� � __-_ � -"_�I- 1 - I �- � - - - - -- -- ------ - - - - -- � -- - - - - - -- � GAS EASEMENT t I " W -11 ATER 0.30% - _ S ON ROD i E�G� WOOD FENCE ENCROACHES 9 - 45 `$ N W f ` S£S 1N , V. 2002083, P. 11002$ BOX I INTO PROPERTY 0.2' I / _ _ 6 4804" M.R.D.C.T. ... Nj 89 °4 7'00" W 2 43 74 % '' ° 7 , .. 85. .c WOOD FENCE � . - L �4 49- — r. L — ..- l�C 6 EWA• R CAP SE �• i .�- BJ -- CONCRETE + . — I — — — — — — — — — 3 I d 1 J t+ Y 4 «O' N 89 ° 4 ��b�}'� W _ — — — -` z 87.2 _ P _q – ❑ _- .... Imo. — — — — — — — — — PAVEMENT GTE El FC. — —I• BOX BOX TELE. _ — °449 J 54Q .I CONCRETE I WOOD FENCE ENCROACHES Z — — PAVEMENT 450' INTO PROPERTY 0.8' 10' UTILITY EASEMENT I i-0. 1 o d V. 97174, P. 5346 -❑ 0 ❑ r-- ❑ - CO3 - -- n ❑ ❑ ❑ ❑ 3 I I 4 WOO TELE. _ _ — ❑ 75. D WOOD FENCE 1 /2 "_IRON T5 O' WOOD FENCE — 7�r Q! WOOD FENCE — �— WOOD FENCE 40.0 I M.R.D.C.T. I 1 /� /,, --- __RIS`ER ---- - - - - -- ROD FOUND -I - - - I r / /tw�j 7.5 UTILITY EASEMENT �� I CONSTEIMCT 1 ( I V. 97174, P. 5346 I CONSTRUCT M.R.D.C.T. 3 1 / STA: 4 +25 Z ' U v z .4* ( 18 L.F OF ` I 5' UTILITY EASEMENT I ff�5 L.F, OF I \ to r� , / w �' STA :3 +20.00 INSTALL: -� 4n M =12 5 UTILITY EASEMENT -*-�- 8 WASTEWATER V. 97174 P. 5346 6 WAST ' AMA TER ' ° LEGEND c� ( m U 0 • I' V. 97174, P. 5346 I U_, �� CONSTRUCT STD. 4' DIA. . _ „ E v. !- CLEANOUT 7.5 UTILITY EASEMENT M, R. D. C. T. I I ,...,. Z ° t? z o I V. 97174, P. 5346 , t2. - o '� M.R.D.C.T. I � fJ I WASTEWATER MANHOLE FL =44381 _ >rI o h o= I, I I TO THE CITY OF COPPELL I �� M.R.D.GT. of 4 SPECIFICA TIONS. END 8" I in f �s ... ❑ to 1 I ( 2 3 I WASTEWATER AND BEGIN 7 1 Iri I 8 ' I f ( 61 0 1 BLOCK A 01 I 6" WASTEWATER of 11 I I CO a / 30.0' ( `' 2.5' UTILITY EASEMENT NI NI RIVERVIEW ESTATES N) I FL 8 "0443.24 6 N 2.5' I I / wM ' UTILITY EASEMENT- ► --1-*- g ( V. 97174, P. 5346 V. 97174, P. 5346 I FL 6 "= 443.34 V. 97174, P. 5346 I ( 0 ( (� M.R.D.C.T. M.R.CC.T. I 5 O M.R.D.C.T. QI I Qwv I I I 1 I j CO 4,,1 ❑TF I � I 25' BUIL LINE I V. 97174, P. 5346 I I 1 I I I ( M.R.D.C.T. 1 1 I I 1 1 ,,,,..- -- - ...•„ 1/2" IRON ( ( I I � -1 -' - •`• � � / --- { I ROD FOUND I OSS 1 I — - - EX. B" WATE — EX . 8" WATER — — — — — — — y 10' UTILITY EASEMENT 10 a o V. 97174, P. 5346 M.R.D.C.T. I OPH 25' BUILDING LINE OST 150' PUBLIC RIGHT -OF -WAY J _ - - V. 97174 P. 5346 MROCT I mum 11M R ON DR 30 0 30 60 Scale in Feet - 6" I WASTEWA z _� KR� I !alffi !�� � 05 � 00 -, 0�� � ®L'Z�I�1�IGi:L'll 7 I • NMI a m m� � ,• BENCHMARKS: S A VER VIEW. W J Lw I I l OF zv 6,0 DALLAS COUNTY IFOUNDI STANDARD TABLET STAMPED "PRIME TRAV. STA. NO. 7 Y 1924 R35 TEX 1924" ALONG SANDY LAKE ROAD ON THE EAST BANK OF THE ELM FORK IN THE W/NGWALL OF THE DAM. ELEV.= 438.53 TEE CLEANOUT WATER METER WATER METER WATER VALVE LIGHT STANDARD TRANSFORMER FIRE HYDRANT METAL SIGN SANITARY SEWER MANHOLE FENCE TELEPHONE MANN STORM MANHOLE x JAN 2 1 2010 CITY OF COPPELL THE SEAL APPEARING ON THIS DOCUMENT WASPLANNING & ZONING DEPART AUTHORIZED BY ROBERT W. SCHNEEBERG, P.E. 65352 ON 01/20/2010. ALTERATION OF A SEALED DOCUMENT WITHOUT PROPER NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT. ronzalez aG SChn eebe g 660 N. Central Expressway b Suite 250, Plano, Texas 75074 3 n g 1n eers s (972) 516 -8855 Fax :(972) 516 -891 WATER AND WASTEWATER PLAN. METROCREST CHURCH AT RI RVIEW r�i�r�irrrrrrrrio,rr�, ..r.r�.rr.r�r SANDY LAKE ROAD 0 RMRVIEW DRIVE rrrr�rrr�n��,nnrrrrr�ar ®ir�r ■.r CITY OF COPPELL TEMAS DESIGN DRAWN DATE` SCALE NOTES FILE NO. GEES GSES JANUARY H. 1" =30' 2010