Loading...
ST9302-PN020427_L LANDSCAPE STA 28+35.87, 70.00' LT, I II lI J EASEMENT ¢' b /•; i ^•.:� r-� _ T/C ELEV. - 507,58' V T MATCH EXISTING GU L � � . �', \ LJ( r J T \I TIER �� I �I %',LL�IV _ L_ I �J , LANDSCAPE EASEMENT ' STA. LEv. 08, 60.94' T. STA. 25 +29.88. 60.94 LT. I�o P"rT 19' LT P.T. STA. 28 +38.09, 80.59' LT. T/C ELEV. 506.80' I yuQ. •Y T/C ��' i 1 STA. 28 +63.58, 70.00' LT. 4, --7,4 MATCH EXISTING CU ! ' ' HATCH EXISTING GUTTER I T/C ELEV. 507.98' _ N T/C ELEV. 507.44' J P.C. STA. 25 +57.18, 56.65' LT, RADIUS PT., 25' R b ` MATCH EXISTING GUTTER D. NOT REMOVE I I T -506 25' \ /C EIEV. STA. 28+11.09, 60.00' I.T. LANDSCAPE EASEMENT rJ(IST. LANDSCAPING RADIUS + I P.C. STA. 28 +64.01, 59.01' LT. CRADIUS PT., 25' R PROPOSED R.O.W (TYP.) •w K Ab to T /C ELEV. - 508.04' \ STA. 25 +82.14, 60.00' LT_ BRICK WALL N -- 'A STA PT., 5 25' R I� NE1q SIGN & COLUMN NEW SIGN COLUMN RADIUS PT., 25' R STA. 25+04.33 �9 STA 27 25 3TLT EXISTING R.O.W. STA. 28 +89.00, 60.00' LT 60.00' LT. L - - \ % r BRICk WgLI �I \oe xvcn CP- _4� PROP ED ROW. (iYP.) `� / c ♦6 ` T ry cmNL'I` _VSIING R.O.W. S - - - - 71 "�7L° - - _ - - 50 Mu RI C p1 - RE STA 25 +5263 51.57 LT - - - - -- -- - - _ _ _ _ _ - ° CONSTRUCT TYPE B SDMH - - P ..-OSED Z. OF CURB T 24329,12-24019 - cP Qc Bt aE . .E11e - - E 7038990.89972N, E _ °� _ STA 29 +14.49 TLT 'A 25 +06.86 S' RT N PI STA 25+ r - _ - - - £. __.. 21R_. ..RED_ CAP,..'RANDOM?OW T" -_.. - = 'wL,T @ 10' REC INLE F sTA494} -4122' LT o I . °A T1 RADIUS PT 3'R - t- - - - - _ _ _ _ _ -�''qF - N - - - - - -? G - -_ -- �-E_-- __ -_ - -- zs +00 CENTERLINE (� 27+00- - -mot - -- 16 - WL - - + -- - - N 1 uwi -- - - - -- - - - --� 1 29+DO Qi Z- -- -- -- -- -- - / C3 1 .N- O - -- - - " -- - - - -- - - - -- - -_ - -- \ ) ~ i r STA 25 +41.89 27 16RT- - - - - - - - - _. _ _ _ _ _ I- PROPOSED BACK OF CURB 51A 28 +04.94 23.00' RT - -_` Jam' - - -- M -TYPE B _. RADIUS PT., 3' R - - --- --- --- _ --_ -� � SD H TYP :. 'n`r • SDMH-T 17 & - -- ----- --- - -- - -- - - -- _- N _ m 30' RCP N. .2 : SEE LsCT 17 & 18 STA. 25 +79.92. 5' RT. np I ' - _ -_ _ _ _ _ _ _ 0 , A 29 +89.76 23.D0'RT I SDMH WL -- - - -. -_ _ .__. - -_._ s' _ 'ac.DUTE) ti -- - - 27• RCQ. 1 r 'Stl IRE, o^ = >LE:,.. 1' 20' Sn- .ISnNC s0u,. \ � _ _ ExlsT. CTE EASEMENT •1 I SQUARE RADIUS PT. 25' R 24' R'.F _ KD - ,1�R[c Tr. guR - _ STA. 25 +' RT. RADIUS PT., 25' R - - - - -- - - - - - STA 29 +84.29 55.85 T 60.00' RT. J N _ _STA. 25 +80.38, 60.00' RT. Is -- - - - -- % X10' STD INLET T/C 508.96 I� I _ STA 27 +38.15 �~ STA '5+26.37 61.03' RT o '� - - - '-' - 8" SS - - --: RADIUS PT., 25' R SEE LAT. 20 PI ST - T/C - 6013- _ I TEL s-kl - - .42' RT - - -- - -- - -- EEEX157ING .R.O.W STA. 28 +86.91, 60. DO' RT. 53.12 m . T 'S +25.78, 65.00' RT. _ 7(1 0 - �, MATCH EXI TING GUTTER I "' EX ST!N'G R. C. w. I STA 27 +29.80 37'RT� -- -- --- - E__ __ - - - - -- _ _ _ - _ M ° a i > 5 GUTTER a, P.C. STA. 25 +55.40, 59.03' RT I 1 IE10' AEC INLET RADIUS PT., 25' R ''•?ti. P.C. STA. 28 +61.93, 58.91' RT. Es S ?n�G R.O. T/C ELEV. 506.83' STOCKADE F'cIVCE J 1 i U SEE LAT 19 STA. 28 +07.79 7/C ELEV. 508.63' I iT + �o F I I �i i P.T. ST.A 28+32 76 T 61,05' RT a 2 �. 57.840 RT I ✓: I �V I i I � � D I '', . `�1 � ��i � � � � T/C - 508. � ! ! 4, �I% . 1O / V_ 19, 5 "t Czs i T. �¢N //� 1 P.T. STA. 28+32.14, 76.05' RT, J I I v`• �) 1 J [� V'9�.�! ' in o, EX NEC RCP i STVe.� QA•5.(�$ 1�Oy,0'�I w T/C ELEV. - 509.45' P Ors I. f� n , STA. 25+54.78, 65.00' RT n 4HNi -ifLG RO,�p OY1 - MATCH EXISTING GUTTER '� 1,� ,¢ CL3� 1ii _ p T/C ELEV. = 509,21' STA. 28 +61.18. 76.05' RT. eASi S'4p i Q �I I I I T/C ELEV. - 509.69' S Ghii QawpS Lr. I a ^ i ! MATCH EXISTING CUTTER ! MATCH EXISTING GUTTER I o P.I. STA 25 +30.56 35' LEFT RI_ STA 25 +56.33 35' RIGHT LEFT T/C 506.98 RIGHT T/C 507.31 �__ 80' VERTICAL CURVE LEFT & RIGHT PJ STA 25 +27.47 35' RIGHT P.I. STA 28 +36.91 35 LEFT P.I. STA 28 +62 96 35' RIGHT . NOTES• 1) CONTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB, WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. IGHT T/C 507 45 P.I STA 25 +58.46 35' LEFT e = 0.100 I LEFT T/C 50657 RIGHT T/C 50716 BENCHMARK ELEVATION 497.80 R LEFT T/C P_I, STA 28 +65.38 35' LEFT 506.84 EXISTING ROADWAY P.I. STA 28 +33.85 35' RIGHT _ RIGHT T/C 507.01 LEFT T/C 506.71 CHISELED SQUARE CUT CENTER OF 17' RECESSED EXISTING GRADE 65' RIGHT INLET, EAST SIDE OF DENTON TAP ROAD, 150't _ TOP OF CURB RIGHT �- EXIST SDM SOUTH OF SANDY LAKE ROAD. TOP OF CURB LEFT -- -�_ J �- _ EXISTING GRADE 45' LEFT --1 - I EXI DROP INLET � - - 510 ! l� - 0.5007• LEFT & RIGHT -- _L - -- 0.5007. LEFT &RIGHT BENCHMARK ELEVATION 498.77 PROPOSED B" WATER LINE �� - - . - - - - CHISELED SOUARE CUT T/C AT CURB RETURN EXIST 24 "' RCP _ PROPOSED 8" WATER LINE ON THE WEST CURB LINE OF HEARTZ ROAD SOUTH OF CHAUCER COURT EXIST � � .EXIST 18" RCP _ .- .. - ...REMOVE EXIST 18" RCP 24 " �. RCP' - - -' - '1 SCALE: 1" _20' HORIZONTAL REMOVE EXISTING 30" RCP V - E ' - ST 30" RCP P p 3:7601 F 496.88 .40.42" ... 30" O 1.1 - 77 - 102�52� " 21 181.46' 27" _RCP 0.0.8937. _ I 1 4' VERTICAL 8 75' � 27" RCP O 0 500.05 500 EXISTING 33" RCP .. _.. _.._. EXISTING,; 42" RCP LEFT - _ - - _ - _ SP4•••••w,tE +Try }...... ........f o ov a 'i��ffe /STEi��t�" YYYYYYt /lb�9f754920:4ti U U c /DpAI EMT' 11F O /lat[Pi: \?F�� 1818' /'N .... NG W CD ? 0. D7 p O _ N 0 V J h N _ N V N ma _ H N W X D N W N W U F. Z •- O N - - d I, > u F O O W > w ~ a n > 4 m Oi r ",Nn - ° 8 Dolt m <00 b�II �`:pp aJ NVHIn aJK N e�- p0 O J ^• on, a N. N er1 a s x DALLAS COUP TEXAS ^:^ „% N' Y ='o Uc n.0� < P'- p pNj WM ° _� �' + `� - "� p SANDY LAKE ROAD RECONSTRUCTION _ ..,p _ -. _ � N ,O O, m O =' O O O) < � N O. .O 0i /- N U \ Q 1- CZ \,� - _._ _ V.O - N. .... O N.... .a ZWN .._ -'N Z II b:0 _. .. -. �.0 .. .oD VOyj p,�p�p In N' p0 U\ IO OXh �V_ V\ -... -_ V\ QN _- p F U a " a< 4_ o W< "_ N N '.^ N_ N N PAVING AND DRAINAGE NU,dJJ \F_ NV ✓J V.\ V n,°_._..... w = J �'� w = _ \ -� �� \ F F N °W� PLAN do PROFILE STA 25 +00 TO 30 +00 Elm =❑ IGmwy-Hom and A&wcWes, Inc. j J em Owl !NM iron vet, Tes iep7 19-0061111 + + O 7-} {, D.sgnw - cos Q- - .LEO /.E1 Dols - JVNE 1998 Job N. - 069406.00 o /25/96 91:52 M2.c BRICK, ''WAL'L I \\ WRE FENCE PP �r I I NOTES III EXISTING R.0 W. 1) CONTRACTOR TO LAY OUT SIDEWALK AS — - -- — — — — — — — — — — — I — — — — — — — — — -- — — -- — -- - – \� li CONCEPTUALLY SHOWN SUGHT MODIFICATIONS. WALL ASEr�a r � I APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS PROPOSED BACK OF CURB 2) ALONG THE NORTH SIDE OF SANDY LAKE 20' zi ROAD. THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE [1PRO),POSED E._ URB. WHERE THE ...... . -__ -...._ ___. . E... POSED BACK OF CURB _ . . _.. -.... _, _.. _ . _ E N - __. .. .._.__. .. _ HABABUTHF DE CTHE SIDEWALK _ .. ' - £- - - _ VALLONG TH SO E OF SANDY LAKE — (RELOCATE) it STA 32 +10.25 SLR SOR�NKLrR C -- - - - ^ CAM (RELO. ) -- - - -' t: }) ROAD. THE SIDEWALK HIKE -BIKE PATH SHALL STA 2 +00 DOBECKA aLO r v r� 2 G HAVE A WIDTH Of 6 FEET. tr ---------- - - - - -- - BACK OF CURB - — - - - - — - __ I + CENTER INE �_ - -- -- - - - -- - - - - - - - — - PROPOSED B OF CU ° 2TRCP --- - -i___ - ---- -- -- -- ---- - - - - -- -- - -- - - --- - - - - - - -- ' -��• 24' RCP I ssNN WV '�-„ — 8' SS — . — — t j �� - - - -- - -- - -- — — A CURB • -- ...6'- WL— = -..-- a5– -- 24' RCP j ELI Ew57.' Tr'E_ASEMENI - I -- — TEL RISEF -- -- -�_ •I I �� I -_ . -- -- _- STA 30+35.55 RT - It,10' REC. INLET ROPOSED R.O.W. -- t' SEE LATERAL 21 RADIUS PT., 25' R �N \ STA. 32 +47.39, 60' RT. PROPOSED R.0 W. RADIUS PT., 25' R \ - 5' SLOPE EASEMENT STA. 31 +68.50, 60' RT. P.C. STA 32 +22.41, 59.05' RT 5' SLOPE EASMT Z T/C - 509.17 P.T. STA 31 +93.48, 60.98' RT I z STA }4 +13.50 43.50' RT z Q 5'x4' DROP INLET I" T/C 509.07 _ STA 32 +22.04, 70.45'RT OPEN ON SOUTH SIDE ONLY / EXISTirJG n ^. C. N• 10' STD INLET w w FOR 4' CONC. FLUME GRADE SWALE TO 3 STA 31 93 01 0.5TRT/ SEE LATERAL 22 fr ° c ?CAS', ^:G R.O.w — 10' TD INLE , r 3 ; SEE LAT 24 OPENING IN DROP INLET o + II c o N W N II/ STA. 31 +92.44, 85.38'RT. \ Ir `v END 9' TRANSITION CURB : STA. 32 +21.41 86.50' RT it N ih NpY, GUTTER ELEV 508.61 I END 9' TRANSITON CURB MATCH EXISTING PAVEMENT VIVA � !I GUTTER ELEV - 508.89 MATCH EXISTING PAVEMENT P.I. STA 32 +23.33 35' RIGHT RIGHT T/C 508.97 P.I. STA 31 +99.48 35' RIGHT RIGHT T/C 508.82 _ 340' VERTICAL CURVE LEFT k RIGHT SCALE: 1-- 20' HORIZONTAL 1 = 4 VERTICAL .. _- e = -1.33' EXISTING GRADE 45' LEFT EXISTING ROADWAY � - EXISTING GRADE 65' RIGHT ' BENCHMARK ELEVATION 498.77 TOP' OF CURB RIGHT CHISELED SQUARE CUT T/C AT CURB RETURN 0.5009. LEFT k RIGHT �' ON THE WEST CURB LINE OF HEARTZ ROAD - -� _ _.. _. _ SOUTH OF CHAUCER COURT 510 _ — ------ — — — — �. _ _ _ -.- _. - - BENCHMARK ELEVATION 492.04 `J _ _ - -6207, LEFT _ 4 RIGHT CHISELED SQUARE CUT T/C AT CURB RETURN TOP OF CURB LEFT 7 , � '� "— ---. � ON THE .EAST SIDE OF MOORE STREET AT THE - SOUTH SIDE OF ENTRANCE OF TEXACO /SPEEDY K MARKET 160'3 SOUTH OF SANDY LAKE ROAD 31.78' - 27" RCP I 145.74' - 24" RCP ®0.4732 : . %J yqP . 1S ,,, . O 0.5677. { f I[ 500.05 _.._ :_. _ _ ... _.. _.. . _.. ... _ 88.37' .. 2 _. -.... .500 �SSo t LA 53647DN ' i5 +waueL R w[aas • � 500 _... 4 RCP ®, 0 a W C1 1- W . -. _.._- .- .__.... .. _.. ... .. h m o o60 - ti aa � O O ° N O - U ~ w No. Rewon Py Dole N h Il N O W - 4 2 m N N... CITY OF COPPELL DALLAS COUNTY, TEXAS z + _ SANDY LAKE ROAD RECONSTRUCTION 0 " ° o N m p ° 00-- ,, o . + <� O HO u0 0 N .W 0 PAVNG AND DRAINAGE ON PROFILE STA 30 +00 TO 35 +00 JK J.K W 4.V W.� 2 O _ '. ❑ IC ❑EuRley Hom and Associates, Inc. K J K J SM OW! WW fml Waq T.[- TOM n OV-7 + 0 4+ X0/,EL D.t. - XNE 1996 JOD NO. - X9W6. Dp + 4PPrOMC - a.ell.4 - as \\ STA. 35+41.73', 71.48' LT. T/C ELEV. - 504.82' I I I STA. 36 +03.90, 71.38' LT. MATCH EXISTING CUTTER T/C ELEV. - 504.62' \� M �• SCALE: 1" = 20' 5 ) g Q() I . o N V F'H w e = -1.33' A 35 +41 70 35' LEFT �\ 62% L i &RIGHT T 66.43' - 24" RCP ® 0.! O N 4' DROP INLET w/ CONCRETE APR - ON SOUTH SIDE ONLY a W z p s - ATCH EXISTING GUTTER 5 1v-, grow oA -L.\ 4, -7 I Z swv -co rl 00 amp"C1oha�i' � c'P r�. SI oQt. j - '.. P.C. STA- 36 +03.87, 65.00' LT. N � I rn 1" ! S It � �1 n� a 2.45' j LEFT I T. STA. 35+41.70' 65.00' LT. w �1 I T/C ELEV. - 504.54' b� L At 4- � � F EXISTING GRADE 65' RIGHT U : ELEV. 504.97' R ''� i RADIUS PT., 30' R ROCK FENCE STA. 36 +33.87, 65.00' LL STA 38 +10.90 44.67 LT' - -� : - -- RADIUS PT., 30' R STA- 35 +11.70 .. -.. TOP OF CURB RIGHT _ I DROP INLET w/ CONC. APRON ROCK -' --- i----- -- -- ROD PILLAR & IRON FENCE /' / ROCK FENCE ROCK PILLAR & IRON ROD FENCE 1 65.00 LT. / wr S l ' "- M - -� -'— $M 37 +88.88 37'LT RocK - PROPOSED 2" WATER LINE - - -- - - -I - - -- - - C i wntE �� @10' REC. INLET PROPOSED R.O.W. (TYPE) I \ EXISTNG R 0 w: ; NOTCH WALL AT EXISTING PIPE - END RET'G WALL nrn n NjRER� COtv11�0N.FZEA IGHTiN —� i --- -� STA 39 +00 45 LT m, A TO IN T -- - - -- -- - - -- -- -- 4 J n N TROL POINT N6 7039001.77529N,ww '2I a — �_ BEGIN RET'C W ALL ^ 00 ' 243363a 82481E �7 /2' w/ RED CAP (RElOUE) - - - _ -' 9GN sy - _ - - -- - _ r,. _ E _ _ — — 6. c S - — - - -- — — - - -- -- STA 36 +75 43 LT sso. ...__..- / � PROQ,p� , rK OF CURB "iR RANDOM POINT.. I - - -� �._ .-_ aR ._ pv. _ N ! CENTERLINE (� ) N... NO.N. m W -11 ___ - _ -.. -2- _ _ _ _- V_ _---- _-- ___--- .-- _ -_ -_- - ._-- - -_ - -- _ - G - -_�� ___ - - - -- L -- -_ (� - -_— _ _. —"\_ � H N _- _-- - -_ - -- oc + T _ _ 37 +00 -01 M +00 H — _ 19 +00 - -- RADIUS PT., 3' R . ._ STA: 35 +38.63 - _ - - _ — — — -- —a- -- - ----- RADIUS PT­.; 3.75' R- -. ._._ -_ _ _. _._ ,... __ 1 N STA 38 +36:70 27' FIT - — - - -- _ -- -�- -- -- -- - LIJ N _ S UT -- _ ._. I - it STA. 36 +18.86. __ _. __. _ - - OONSTRUCT SDMH TYPE B � PROPOSED BACK OF CURB Z ... 60' 0 /�a5' zuBOY_ _ .STA 37 +17 40' -- - - 0_ a: i \ - - - - 60' YARD INLET 27 x \ 2T RCP NI \ 'RCP - - - �' -- - -- -- -- - - �,, -a, - - - -- - - -- 6 -- -- CP - --- - -- - —'T4�- RCP- -- Z_ Q / _ — + _— . -- _ 1+' RC- E REIeOVEC - - - - 24- RCPT � o0 REMOVE EXISTING —_H ADWA •` .. S _�T '_� �'_'- _...... _ - _. S '� _ _ - - -�- -- - - - - - --� ry� I 4 _-__- ' -- I —. ,. ,_. ' .� _. TO BE REU ED STA 35+11.10 FIT - - -- -- - __ - o ~ SFr I AT 2S 45. .. �ry -Dent[ __ I '� EXISTING R.0 IC W, SE�yAT. 3Q__ = Q STA 36 +54.01 3T X14 REC. INLET .- PROPOSED R.O.W. e 'N Q�14' REC INLET SEE LAT 28 STA 38 +36,07 57.5' FIT 5' SLOPE EASEMENT STA 35+71.11 49' RT SEE Cu,( LAT 27 _ _ 15' SLOPE EASEMENT Q. 3- DROP INLET w/ CONCRETE APRON 15' SLOPE EASEMENT SCALE: 1" = 20' 5 ) g Q() I . o N V F'H w e = -1.33' A 35 +41 70 35' LEFT �\ 62% L i &RIGHT T 66.43' - 24" RCP ® 0.! O N 4' DROP INLET w/ CONCRETE APR - ON SOUTH SIDE ONLY a W z p s / �•' i - W r1 I4F Z.O J z ¢ ocEt SrE �ZQIt..p S r cr ' m V4 al1`1G a< a I 2 = •� y °• u 4, -7 I Z swv -co rl 00 amp"C1oha�i' � c'P r�. SI oQt. j - 400' VERTICAL CURVE LEFT & RIGHT P.I. STA 36 +0187 35' LEFT a 2.45' j LEFT I T/C 504.11 -�` I F EXISTING GRADE 65' RIGHT U EXISTING ROADWAY PROPOSED 2" WATER LINE n n : - -- .. -.. TOP OF CURB RIGHT ------ STOP OF CURB LEFT PROPOSED 2" WATER LINE 249.90' � 27" RCP O 0.5157 \ mN 66.40 21' RCP O <`I ni N 15'x15' PERMANENT DRAINAGE EASEMENT 225 SOUARE FEET EXISTING GRADE 45' LEFT j W '-- STA 39 +29.79 59.37' RT It 4' STD INLET ;3 SEE LATERAL 31 I° n In, BRICK WALL BARBED WIRE FENCE 70.91 - 24" RCP 2.0557. 90.39' - 30" RCP O 0.3007. I rn N 0 � r K F ti 4 Z W U F U J K n n F- U ui °' mN � nrn n W � 0: Ip 4 J n OI a 0 ^ 00 T_� N.,N + q n O h O a N... NO.N. m W -11 N,, 1fl h n OI O .. ..... .. . .... IrYdl� J � r N U111N � H N O � 1� VI 1rV oc N.:,°n_ 'U U\ F � Z H N p J O` ... ice. 4 0_ o0 M- r7 ��IN.. ,7 - .- + II e 'N + Q 11 h N....1:N U _ N O U Ll e 7 F N 15'x15' PERMANENT DRAINAGE EASEMENT 225 SOUARE FEET EXISTING GRADE 45' LEFT j W '-- STA 39 +29.79 59.37' RT It 4' STD INLET ;3 SEE LATERAL 31 I° n In, BRICK WALL BARBED WIRE FENCE 70.91 - 24" RCP 2.0557. 90.39' - 30" RCP O 0.3007. I rn N 0 � r K F ti 4 Z W U F U J K n n F- U IO.TM, 1) CONTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANS17IONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD- DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD. THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB. WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK/HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. SCALE: 1" = 20' HORIZONTAL 1" = a' VERTICAL BENCHMARK ELEVATION 498.77 CHISELED SOUARE CUT T/C AT CURB RETURN ON THE WEST CURB LINE OF HEARTZ ROAD SOUTH OF CHAUCER COURT BENCHMARK ELEVATION 492.04 CHISELED SOUARE CUT T/C AT CURB RETURN ON THE EAST SIDE OF MOORE STREET AT THE_, SOUTH SIDE OF ENTRANCE OF TEXACO /SPEEDY.X MARKET 160't SOUTH OF SANDY LAKE ROAD rL 499.22 N \� 4 ....r E k rl ♦car y, F• OF T rw11 N - � •- { K ALLISON .:: 17 76492 11$of4fc5364Pio`�� PtQrtTE!'fa�F N .4V ? s A tty / .Nr O a lii 5I I CITY OF COPPED - DALLAS COUNTY, TEXAS SANDY LAKE ROAD RECONSTRUCTION PAVING AND DRAINAGE PLAN & PROFILE STA 35 +00 TO 40 +00 KnIey -Horn and I'r311lmate5, Inc. pl Olwq !w1 M *^ T_ 11th to-0MMN GDS X- 1998 ,lob No. - -.!2!1 1 chM . - CYS S-1 SO Of �. as /zone Oe:+J 0.10 K F U ui °' mN nrn n a T_� N.,N + q N... NO.N. m W -11 N,, 1fl h h .. ..... .. . .... IrYdl� J � r N U111N � H N O � 1� VI 1rV oc N.:,°n_ 'U U\ F � Z H 5I I CITY OF COPPED - DALLAS COUNTY, TEXAS SANDY LAKE ROAD RECONSTRUCTION PAVING AND DRAINAGE PLAN & PROFILE STA 35 +00 TO 40 +00 KnIey -Horn and I'r311lmate5, Inc. pl Olwq !w1 M *^ T_ 11th to-0MMN GDS X- 1998 ,lob No. - -.!2!1 1 chM . - CYS S-1 SO Of �. as /zone Oe:+J 0.10 STA. 41 +93.28, 66.01' LT. I I "' "' °��' "• m T/C ELEV. - 507.62' I I Q I} T/C ELEV. =507.38' MATCH EXISTING GUTTER INSTALL! ! MATCH EXISTING GUTTER i W P.T. STA. 41 +93.21, 63.96' LT. ! DOUBLET GATES VC ELEV. - 507,66' I it RADIUS PT., 30' R ( TEMPORARY FENCING SHALL BE 15' RES D W RETURN l r; PROVIDED DURING CONSTRUCTION W STA t2 +60.15. 65' LT. m MATCH EXISTING 9 ! 4 �� AND GRADING AS REQUIRED. I w ROCK PILLAR S S_ - - `��.�� -' ;K BEHIND CURB. sxsr- A , ROD FENCE 3 co / �l !� 4^•,,'Zr yr \ 5' SLOPE EASMT. \ 4 ` 110. yr m SCALE: 1" = 20 -- - - - -� -- _ _ \ _. RADIUS PT., 30' R \� is i n -- Q - 1,,,,0 � t.tc C 6�'�'� Co l oQ 4.`1 I STA 41 +63.23, 65' LT L__ _ - ;.y PROPOSED R.O.W RELOCATED w _ (�•yN, Lp ,ut ------ - - - - -- �_ '� 5' gHAIN LINK - +�T-'� 5' SLOPE EASMT. J \ PROPOSED R.O.W,w n .4' !;'H AIN LIIJK RELOCATE E'silr4s R.0 W. PROPOSED BACK OF CURB "u _ _ I qW"+ I!R_'� �rE) cNr - i PROPOSED BA OF CURB' �F , '.mac .. RADIUS P.T., 3'.R..' -0t _.. ...... .... .. _ _.. ... ._._. . -.__ .._...._.. - _.__..- 4 n 7 w Y Try 42+06.42 SLR P - Ex!STUJG R.QW F c,;,,; ■ � Q, STA 2 +00 HM PP 4 1w 4R TF) . P _ __ _ V) ' 41.00 RADIUS PT., 3' R -- -- - -- --- - Z - ---- - - - - ---- - ----'-- -- -- --- - -- - --- _ - _ - __ - -_ - - _- __ . -c _ _ 42_,. _ 0 0 - ' g-- _ , -_5_- ' _ RT- . - 43- .0-0 - - ° .. oa - - - -- - -- --------------- - - - - -- i0W 81.475" s 1 -- N - -� -- - W - _.._- __� o_ -- -- -- --- - - -- -- - --4J- __ - -- - - -- -- - -.6i± N PROPOSED BACK OF CURB STA 41647.99 7'RT '- - _. - 'i - - - - - -- - - - - - - - - SEE LAT. 33 �- EN LINE (�) ssNH PROPOSED BACK OF CURB _ --- - - -.T-- - --- - -- - --- -- -- --- - - -- -- -- - - -- -- �7 _ SS _ ��\ - N - .° C vrn W 1+�.. SS - -. B rSc- -� J - P" D RADIUS PT., 25' R to °- R` "" - - - go NDSCAPING - Q_. M , - - STA. 40 +26.70, RT. RADIUS PT., 30' -R (7�rbV h - -- - - -- - STA 41 +66.80 65' RT ,2 M P {. RADIUS PT. 30'R EJ:ISING R.O.W. ( - STA 42 +64.80 65' RT _ / ° R A' 41+04.50, 60' RT. T C ELEV, 509.1 �1 , - - - -- -- F u _ T C ELEV. 7• ' °�.S1S� R PT STA � +96.49 60.71^RT P, T. A. 40 +51.69, 64. RT. 0 �, 7.966.63638N, r IS?,lJC R P.C. STA. 40+79.48, 58.89' RT. 7 2434391.69313E MATCH EXISTING GUY'f1'$ -, "I� , j e n T/C ELEV.= 505.86' � I / ED CAP, "RANDOM POW T' STA 40+65.08 60'RT v. N PC STA 42 +20.95 100.6 § T I / CONNECT TO EX. 18' RCP < ! .n N , CENTERLINE CURVE DATA J _ /. !.. -- CONSTRUCT CONC. COLFARE ! i a N C r' ;'.\i J U HIGHLAND M A OW P.C. STA. 42+35.11, 68.29' RT `� I I I , I `J L. BRICK WALL o N = 3' 28' 35' I n T/C ELEV. - 509.84 57A 40+78.40, 65.18' 60; t a o + 1 1'. SSTA 42 +40.16 103.87' RT 1i; 1 ; T /CIELEY.= 505.60' "S I.. �_'� - R 330.9828' j' i � D MATCH EXISTING CUTTER :t'i L U U V . ^ ,i' \ \ , I', "' T/C 510.62 I 1 P.I. STA 41 +9278 35' RIGHT P.I. STA 42 +2911 35• LEFT RIGHT T/C 508.76 LEFT T/C 508.60 1) NOTES TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS. SLIGHT MODIFICATIONS. APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB, WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. + v 4 +0 44+ 45+00 APPr- - 600 VERTICAL CURVE LEFT & RIGHT 1" 20' HORIZONTAL P.I. STA 40 +52.45 35' R!G -T - P.I STA 35' RIGHT P.I. STA 41 +9220 35' LEFT P.I. STA 42 +30.16 35' RIGHT - EXISTING ROADWAY Q - - - 1" = 4' VERTICAL RIGHT T/C 506.38 RIGHT T/C 507.08 C 507.00 LEFT T /C 508.30 RIGHT 7/C 509.07 TOP OF CURB RIGHT TOP OF CURB LEFT BENCHMARK ELEVATION 498.77 I - -�- EXISTING GRADE 65' RIGHT 1 0 i -� �--� EXISTING GRADE 45' LEFT CHISELED / AT CUR RN _. .._. .- .. &.R-_- _ E WSQ ON CURB LINE OF RETU SOUTH OF CHAUCER COURT 2J52'LEFT _ . . 74 X LEFT. v 1 f _ & RI - BENCHMARK ELEVATION 492.04 -__ �- �� CHISELED SQUARE CUT T/C AT CURB RETURN -- --- - - - °�^ -�_' - - _ - - - - - -_ ON THE EAST SIDE OF MOORE STREET AT THE _ _ �- - SOUTH SIDE OF ENTRANCE OF TEXACO /SPEEDY K - ' - - •��- - -��`� ' EXISTING 18" RCG � PROPOSED. 8" WATER. LINE_ - MARKET 160'± SOUTH OF SANDY LAKE ROAD ' RCP J EIS REFOCED ' RCP ®1.7507 8834 21 'E F44 0 .0552 '- w- 24 I . . 52.4 _ _.. - ... -. L .. , ALLIO.o.N 50( [ 499.22 . _.. ' y�K tii Fo�shaE���.. m oa f 2tle ' - + + O° � W0 II - ..._.. W _. .... ._ ... __. ....... ... ...... .... . .. _. - ... - -_ . -.. ... .. � _... h a r n a °n m :II n :lr & No. R. 8 Det CITY OF COPPELL °° DALLAS COUNTY. TEXAS . n SANDY LAKE ROAD RECONSTRUCTION _.- __. _. ._. _ o6 n 1.6 a0 0 FO _ - - ^ PAVING AND DRAINAGE U.\ -U NU. N.0 N: F 0:Vf N N PLAN & PROFILE STA 40+00 TO 45 +00 RQ V L U 4 S w � J � ~ w � w'� \ ~ �'_ �'� �;? ey- Associates, Inc. a _❑ 10ml Hom and J w v a o=n w.. rm won T- 1903 47-MW 40+ 0 41+ 4 DstpneG -GDS Drawn - .CO /{L Dot. - .AWE 1998 + v 4 +0 44+ 45+00 APPr- - H' 12' RES. D RETURN ' �` 13 1 % l S 1 z W MATCH EXIS O 63 L a �) �Ir,e� Z 21.5' BEYOND RETURN °l pP�wv Co be P.T. STA. I 10' SLOPE EASMT. o 46 +57,29, 60.00' LT. ' , 57r,, V� �{ �ro�,,,t Q��.,,�PS 24' RES 0 RET'uRN 7i4 T/C ELEV. 502.26' ' I �-- P.C. STA. 46 +b5.29. 60.00' LL I ! M ;I T MATCH EXISTING GUTTER! II ! T/C ELEV. - 501.42' I� 21' BEYOND RETURN HOUSE II --I ' MATCH EXISTING GUTTER i o ! � WIRE FENCE RADIUS PT., 25' R r-E I w RADIUS PT., 25' R STA. 47 +10.29 SCALE: t STA. +e +3229, 60.00' LT. j: 60.00' LT. 5' " = zc'' '° i. SLOPE EASEMENT P 'Try PROPOSED R.O.W. Y, - _ ; „FIB, eTAA• _ - -- -- -- - - - --- --- --- __ 4' CH .I j� i!NK \� I PROPOSED BACK OF CURB.... .._ - _ -- -_. _.._..... _ . ,_. _ .. .. 112 R .. aD TROL POINT N8 _ 090226.848RED 02434 35.503 POINT" A +077 J 0 W� . PROPOSED YBACK- R -- - -' I /dA1,R0% - -- -- N CENTERLINE [ - - -4a 0 ST 48 4 SLR RADIUS PT 3'R -o wv (eioc,�ctcy'� __ -'D BE REUC�:- - -L - -- / --- . - - --EL RS.a a ---� -- - -76` w - -- -- _ - - -- --- - --- -- y-- - -- --I-- -- - -- -- RT --- -- - ---- -- oL - -- 46-DO J 0 6.6' w -- _ STA 2 +00.00 HOLLY S. _ _ tun) _ -m - -- {400 ___- - - -___ � _ 5' RT o_ STA 46 +41.73 S ' ------------------- --- -- - --- W - N - - --------- - - - - -- - - - - - -- ,� - - - PI STA 43 +63.05 to - _ \ PROPOSED BACK OF CU B`J - _ S °'� -- ._ RADIUS PT.,. 3' ! - N .... 27' RT R _. . _. _ - - 47 +71 ,STA 46 +30.72 27'RT 38.81' RT S� s_45' -co - --24�'RCP - -- 24 RCP �-- o ry - 60'_ CON UC4JTYP o PROPOSED BACK OF CURB. (y� T __ ___ _ _ -- ��A• '9 STR E B SDMH X 5' lT. - -- - - -- -- - - - ---- - �__ -_ -- -__ bf.___ _._- __ -___.. - - PI STA 45 +51.24 a5• 60' _ 7' RCP 33' RCP A�45__- _45 - - - - - - -- -'- _ -- -- -- -- -- -- -- - - -- :-T". -' --- --- �a IREac L --• -- - -- _ - RE O_ CAT ^ B- E Rcp RE -'- 'J E - --- - -- - -8" wj. - - --- - - - - EMG J _ - RIP'S 'S _ -- t2V TT I r Rr,w- J-_I �' -- wu p c TEL RISER STA 47 +40.05 37'RT RADIUS PT., 25' R a!5 STA. 48 +45.57, 60.0' RT. I � Q.14' REC. INLET _ �� -- -" um j PROPOSED R.O. w. SEE LATERAL 36 PROPOSED k.0.w. ! - P.C. STA. 48 +20.57, 59.51' RT. i z RADIUS PT -, 25' R ! j0n`ro T/C ELEV. 500.46 ¢ 1 J IPA STA. 47 +67 -55, 80.00 BRICK WAL. ' RT. -a STA 48 +20.32, 72.5'RT P %! i II STA 45+52.79 57'RT P.T. STA. 47 +92.55, 60.49' RT. Q74' DUAL - OPENING INLET z (00' STD INLET SEE LATERAL 34 T/C ELEV. =501.05 : ! SEE LATERAL 39 IZ rr STA 47 +92.32, 72.5' RT + 4-,-TA (L14' DUAL - OPENING INLET c °j1�II V1 Cbl'APs �JY „OUP v(% `o Imo^''�I 5•W I ' SEE LATERAL 37 � W 0 STA 47 +91.50, 114.16' RT. i i STA. 48 +19.49, 114.44' RT. j T/C ELEV. - 503.47 a I I T/C ELEV. - 503.43 o MATCH EXISTING GUTTER „ MATCH EXISTING GUTTER j ri:Tg 1) COS NTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB. WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. ti 600' VERTICAL CURVE LEFT k RIGHT -- P.1 STA 47 +93.05 35' RIGHT P.I. STA 48 +21.05 35' RIGHT e 74.12' 0 PA STA 46 +57.29 35' LEFT P,I. STA 46 +85.29 35 LEFT RIGHT T/C 499.90 RIGHT T/C 499.16 / 0 T OF GOPPELL '- -- -. LEFT T/C 503.16 LEFT T/C 50239 SCALE: 1" = 20' HORIZONTAL EXISTIN HT �' ..... __ ._. _ . _ 1.. = 4' VERTICAL __ N G GRADE 45' LEFT �� 0' VERTICAL CURVE LEFT &RIGHT BENCHMARK ELEVATION 498.77 RECONSTRUCTION =- J__ e = O 14 SQUARE CUT T/C AT CURB RETURN EXISTING21" RCP '�� X RCP - _- 2'J4S.LEF OH7 T -RI PROPOSED 2` WATER LINE W ' ..__._. U EST ON THE WEST CURB LINE OF HEAR TZ ROAD CU SOUTH OF CHAUCER COURT _. _ PAVNG AND DRAINAGE 70F OF CURB LEFTCHISELED TOP OF CURB RIGHT ^ J EXISTING ROADWAY t)_ BENCHMARK ELEVATION 492.04 �'� N a g �;� a �:� PLAN & PROFILE STA 45+00 TO 50 +00 J.� W:� J K W ~ W 2 W J c CHISELED SQUARE CUT T/C AT CURB RETURN e \ ~ 1-:•- H'2 H'H _ ON THE EAST SIDE OF MOORE STREET AT THE pU IGmI Hom and Associates, Inc. "1 ❑m® _ SOUTH SIDE OF ENTRANCE OF TEXACO /SPEEDY K w _., 70.86., _ _ . -_ ���� J,� �_ 6m 0.v s.. Fm cram r_ nm m sle en MARKET 160't SOUTH OF SANDY LAKE ROAD CP 6 1.7257 1 182.77' ,. 24. RCP 7252 �` -- --- � i ._.,�: ---- -1 �- �4p ' ��. 8290, �_ ! • _ _. _ - _ RCP ® .2 8598 ` ��_ L K ALLISON M1pua 0. weas •4yi oo. q 53647 ,•e _ , _ _ ..r °.\tV o 1_ ti� F f�fSTEaa 1 75492 !i hh'TS /ANAL £M6 i'vf'piiTEwf,O• �] 4tJ0 & o o O 167.28' :i3" RCP 169.08. ® 1.8247 _ - e., lEd .. EN6 _ ots wuNne� [489.67 ' Af O - -. O N Q f Q t J K 2 0 o a n ry II 1 W O N< O n O+ m oh n Oros 0] O + O V 0 0 + No. Revision 51( WS Draw, - .EO /.EL Dolts - .AJNE 1998 Job No. - 069{06 Cn•aw - CMS Sh-t SS Of 0 T OF GOPPELL a$0 �' < DALLAS COUNTY, TEXAS SANDY LAKE ROAD + �� RECONSTRUCTION =- \ o.v N U �; \ W ' ..__._. U .. ___... .~ .. mIrn _. _ PAVNG AND DRAINAGE _ \ ^ J �'� N a g �;� a �:� PLAN & PROFILE STA 45+00 TO 50 +00 J.� W:� J K W ~ W 2 W J c 2 , w'C7 e \ ~ 1-:•- H'2 H'H _ pU IGmI Hom and Associates, Inc. "1 ❑m® w J J,� 6m 0.v s.. Fm cram r_ nm m sle en WS Draw, - .EO /.EL Dolts - .AJNE 1998 Job No. - 069{06 Cn•aw - CMS Sh-t SS Of ...A. 1' = 20 10' SLOPE EASMT. ANY DAMAGE TO THE EXISTING 10' SLOPE EASM T. BRICK SIGN SHALL BE REPAIRED < 1 w o AT THE CONTRACTOR'S EXPENSE. I a ZJ ih _ (kCA `Q� 5� S m ___________. -_ W1 j Z EXISTING R.O.W. _ -- - �~ _ J E _S 'per` < 01 PONT a TA 51 +2211 37-LT 7039033.07881N, 2435253.24909E 10 REC.INLET S, \ PROPOSEGR.O.W. 12`IR -w1 RED- CAP,'RANDOM POINT" SEE LAT. 41 I- f' a S pSo�i 60. 21' CP (RELOCATE) ; 21' RCP PROPOSED BACK TOF CURB POP ° N - - - - -2" 0-�------ --- - - -- 338 _ Q STA 51 7.68 SLR �. _ n I "'� 2'� G— - - -- - T- STA 2+ AEI' -- -- - - -- - - -- - - -- - -- - -- - - -- S^ _ _ - _ ___S1�OD-_ <__ .___ _- - -AO_____ __ ______- ___=- ry- �_- _- J- 37'— __ -__� __ __.__ ________ N -- - -- - - — --- -- -- - - - RADIUS PT., 3' R 88'52 a4' CENTE LINE (�) RADIUS PT.. 3 R— - -- - PROPOSED BACK OF CURB-- W I[ STA. 51 +31.85, 5' LL Q STA. 52 +05.61, 5' RT. n ql `" PROPOSED BACK OF CURB I STA 53 +58.00 37'RT Z z z- - -- .....- -- -- - - -- -- - -- - - -- - -a -- STA 51 +90.33 RT _ -- Vlr---�-- --- --- 6`REG-INC£T-- - -' - - - --- - - --- --. nl..----- - - - --- -- - - CONSTRUCT TYPE B SDMH C - - - - - - SEE LAT 45 cOY,\ + 33' RCP 60' 's 36 RCP 42' RCP n' ` __ -- - - - -- - - -- - -.e. C° 75 - - - --- -y - - ikrRcd--- MAI,901 -- - � TO E REMO� Ie•' S$ gr RCM R° �T E SSM EXISTING 1 .C.F i RADIUS PT.. TR/ ;' 51 +02.00 3TRT ' PROPOSED P.O. W. 1' - _ _ X10' REC. INLET STA 52 +05. t5' SLOPE - - - - -' - SEE LAT. 40 A \, I ASMT. k PROPOSED R.O.W. RADIUS PT., 25' R ' �' 1D' SLOPE EASMT 4 �� 1 _ STA. 51 +27.SD, 60' RT. I S; - P.C. STA. 51 +80.52, 59.5( q P.T. STA. 51 +52.50, 60.49' RT. T/C ELEV. - 494.18S"«" 'a`�� j� STA 53 +57.50 57.50'RT T/C ELEV. - 494.43 '1'��P 4'SO DROP INLET --- 0' SLOPE EASMT. w/ 6' CONIC APRON STA 51 +52 -30, 70.5'RT j; c� .STA 51 +80.30. 70.5'RT � SEE LATERAL 44 HOUSE SEE LATERAL 42 I ,b� EASMTIS' DRNG 10' DUAL- OPENING INLET 10' DUAL- OPENING IN 'SEE LATERAL 43 Sr1Al� COQV\�2 "OUSE So\i O: STA. 51 +52.00, 86.00' RT. 1 �C f-I ` YZ I Q. CJ, a , -i"44, S�1 BEGIN 9' TRANSITION CURB I �'I ��' `--� STA. 51 +80.00, 86.00' RT. 15' SLOPE EA T. GUTTER - 494.88 I I BEGIN 9' TRANSITION CURB MATCH EXISTING GUTTER GUTTER ELEV., - 494.86 NOTES 11) CONTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANS17IONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB. WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SAND', LAKE ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. P.I. STA 51 +53.00 35' RIGHT P.I. STA 51 +81.00 35' RIGHT SCALE: 1" 20' HORIZONTAL RIGHT T/C 493.49 RIGHT T/C 493.08 1" = 4' VERTICAL 5C 100' VERTICAL CURVE LEFT & RIGHT rJEN CHM ARK ELEVATION 498.77 e = 0.14' PROPOSED 2" WATER LINE' HISELEUARE CUT T C AT CURB RETURN EXISTING ROADWAY EXISTING GRADE 45' LEFT N THE WEST CURB LINE /OF HEARTZ ROAD EXISTING GRADE 65' RIGHT--- -- ---- .-- - -.. ___- - -ENCHMARK ELEVATION 492 04 OUTH OF CHAUCER COURT -- TOP OF CURB RIGHT B . ---- '- ----- -- -- --- -- ____ � TOP OF CURB ,� - - -- - PROPOSED 2" WATER LINE CHISELED SQUARE CUT T/C AT CURB RETURN - - ON THE EAST SIDE OF MOORE STREET AT THE -` � O.SOOX LEFT _!t `x15 LNG ig --,q6P - - - - - - - - - - - - - - - - - - - �_ .._- Y K _ SOUTH SIDE OF ENTRANCE OF TEXACO /SPEED - - - - - - -� MARKET 160'1 SOUTH OF SANDY LAKE ROAD )O P 489.67 105.08' 33* -RCP _... _RCP O 1.8247._. tiFy \� E PSf.OF Tf+NMt�f\IL 321.43' �. 21' RCP ®1.3002 81.27,' 36" RCP O 1.3547. 169.24' 42 ". RCP_0 7. -. -. _.. _ ___. ... 2817 _ _. _... -. ___ _.. __. ... . _.. -. _ _ ! ... .. rCw� R. woas_M f _ _..__. _..... _... _ _. ._. .. LK ALLISON..- r... a .Ni N rn V s a Urn n [ E 483.82 y$o �f j'• S F�,364E! 74 0 V �! WW SYO 90.23' RCP • 1. 249L 'YO�gA'd•�id b E 482.07 � 480 Ls m au o ry m + co 0 +O' h +o N II _ M II 4 ` 15, _. Na n 0 c 0 c6 > . CITY n O F COPPELL DALLAS COUNTY. TEXAS a a ° 4D Q N O< I m SANDY LAKE ROAD RECONSTRUCTION - R + 4 A p N � N II 4�0 < PAVNG AND DRAINAGE 16 _�� C ° c < ` v " < < Z « ° U ° v Z < ° U 'v PLAN dt PROFILE STA 50 +00 TO 54 +50 !U ,u _ < Zn U I( r n ;� N,- 'U O d U'\ U\ U'.\ O U \ Q < V \ O < U.\ U \ U \ U.\ N V r.J J F\ -'r.� N 8>,d F V1 J 1,.1 '.N L2J �.r N VdJ F'- � �- \.�. ~ DM❑ Khtey -Hom w4 ASSOCI818S, Inc. W'C7 W'C7 W'= �� J'O: J.Q: JO_ w'0: J'0: W;� \010,R1MM Fei raA 70 its N498M11 D-w-I - GDS 06910 + 1+ } 53+00 4} } ARR o .e - CI,1 .d - CNS snK1 53 0l m;zRne oe:v NOTE Q ST 55+52.10. 65.45' LT. 1) CONTRACTOR TO LAY OUT SIDEWALK T/C LEV. - 489 -12' [ STA 55+07.62• 66.75' lT. I I I I I I I MATT EXISTING GUTTER - 1 2 4 15' SLOPE EASMT. TRANSITIONAL CONCEPTUALLY SHOWN WITH SMOOTH T/C E1EV. -489. U' ( I ( I I I I I R - 115775, TRAN51710NAL ARCS. SLIGHT .MAY CATS IONS, APPROVED BY THE CITY, MAY NEEC MATCH EXISTING GUTTER TO BE MADE IN THE FIELD DUE TO SITE RADIUS PT, 30' R /1 , , I W I I I RADIUS PT., 30' R L - 34.88`50 W ,: CONDITIONS Y -, ' ' c� It STA. 55+80.86, 85.02' LT. -' 2) ALONG THE NORTH SIDE OF SANDY LAKI Q STA. 54 +76.32 r7 i 65.C2' LT. rA QY ��xt��` "' i I I 1 I O 4. 2"�/ �! ! z ry OF 5 FEET EXCEPT L WHERE THE SIDEWALD e PROPOSED CONTROLLER , WI AT THE BACK OF THE CURB, WHERE T BE 6 FEET nh_� I, N ALONG THE L SOUTH SIDE OF SANDY LAKI F'oR a 3) PROPOSED R ^° STA 57 +36.81 3 LT I _p. W. n ROAD, THE SIDEWALK /HIKE-BIKE PATH uc 4. ?�� T STA 'S4 +5216 3TLT - , 510' AEC. IN Q 10' REC. INLET n y 4 N O SHALL HAVE A WIDTH OF 6 FEET. - - - - - - - - - SEE LATERAL S2 -E LATERAL 46 F ST I I I I { , •e 7F- � ,R .�� -_ - I JAN I A I.37 311T I j I WIRE ENCE �'.. CONI f C TOOIEX SDMH S I - _ -- _ _ - - _ -- - - _ _ rA _ - RUIt ___- -- ] vP 60 - 21sER ss / ��o 'RP Tt" -- _-- fi0•... `�_ _._. _ - - --.._ __ _ _ _ .BACK QFCURB _ _ _ 2' .6 _._ -5_R .. .. A�� (p -. ..._ ___ - - -. -�- -- 4 r _ � DPOSFD ICWCRETt�� � � �P� -- ___ -y G-- _�:- - - - - -� --_. -- T -1)�R _GN W J/1Y I n n to BE REMOVE - L- - - - - -- - - - -- - - -- tR IF PP ✓ i � Ix I +o � .. RADIU PT., 3' R I ' 2 G o +77.50 S" RT -- ---- -16" WL- - 59+00T _- - n.ao t 0 57+00 g- - - - - -- - - - - - - - - - - -� - - -- - - -_ - - -� - --------- - - - - -_ N - - -R -T; _ ---- - ----ll - -- BACK OF CURB T 40. N m j - STA 79.41 5 LT I - 23 R °I I pR 1 STA + Z31 PC STA 95+ .09 7' RT I • - CENTERLINE (Q.) EXISTING ED E OF PAVEMENT a5' - _ -_�.__ TYP 66 RCP - 2 T 66 t_ { 1 60 smnl . -_TO gEREM0aE0__ -.___ . RCP vcN " RCP W . P s tr STA 55+ 9.03 23'RT - - - - - - QV'Y�1 i A TRUCT E B SDMH .I I i 1RAE P A �_u I I I 8` CA/Nt2 00 < - / - -- -- -- -- -- -- -- - - -' - 4 _ T_ E' ST 80T f _,�.� -r 1 p 1 EXISTING R.O.W. - 55MN i - - _ _ _ _ _ - STA 56+0385 37RT ___ _ _ _____ �6 REC. INLET PP Y ucc ❑ �- PROPOSED R.O.W. - - -- __ WWi 10' REC. INLET - - -- - -- --- -- -� -- I j __ _I_ -_ X10' DUAL- OPENING-WLET -- o -- O_N_NE_CI T_O EX 3c KILC EXIST 511 BENCHMARK NATION 492.04 ��'r - - i -UtT: 3tt EXIST S,� _ _ _ LNG 'P [X 5' S, /w SEE LAT. 47 • I I EXIST 5/w T �a+rT� AND CONC. FLUME Ez15T 5/w EXbi /W ^� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ _ _ _ - _ _ _ _ _ - - - - - -' y �O o - CHISELED S E CUT T C AT CURB RETURN RADIUS PT.. 30'R < 1•' I", +_t_ -wELLi _ F-a -- .� -- --- - --- -a-i I- -- wuC +, -Ta / c Q -� 141 r SEE LAT 49 8 FLUME- S/Mr DETAIL LP tP __ _ y �1 ON THE EA IDE OF MOORE STREET AT THE ST 54+76.53, 65.02' RT. r- SOUBBASEIE OF GNWNCE OF TEXACO SPEEDY VG.' -MP TEL VA I;; , �O u¢ 18' SLOPE EASM Ma,ITORING I i MARKET 160't SOUTH OF SANDY LAKE ROAD }GON TROL POINT M10 _ ., II MO WELL �j I )j 7038969.82558N, W I �J - - - -- - - - 1 -Ii AIR PUMP , p„t.�,. wt:Ll 413, -T , r hj� F '�Itu STA 57 +41.95 64.37RT 1 2435629,59533E /rc I I ! 0 Q_ ` z STA 57 +23.51 10' STD INLET 4 l 14- ;� I / I �o RADIUS PT„ 9. R 2' �1w ( 3e 50• RT 1 ( / BENCHMARK ELEVATION 473.51 '2' IR w RED CAP 1 t ` � � SEE LATERAL 50 � - / ¢ / I - i, STA. 55 +79.58, 65.02' RT. 0 _ "RANDOM POINT" Ce.Ck. 1102 elan % I I _� �!y col ♦n PS p z 4.1-1 4-( 1 O <...q 2T . 111'Z.� (� /• o: 1 aM CHISELED SQUARE CUT T/C AT CURB RETURN Q STA 2& 8 79' RT. � 18' S /W, LANDSCAPE, UTILITY EASMT. ON THE EAST CURB LINE OF MAPLELEAF LANE. p5� j ! , i / It 4q)' I , I I ci C M28. - 491.69'- Q� I I 1 I E STA 55+4,8 8 66.93' RT. MONITORING COIITRAC ALL 0 CT EXISTING p,�� NE CORNER MAPLELEAF & SUGARBERRY DRIVE. PtpN, I Ilr I I �; I I I T/C ELEY. ?391 32' -ELL U MONITORING WELLS AT Al TIMES '°'1'� MA E)I STING GUTTER _ G. I I I I� i MATCH�fyQ6iNG GUTTER N b 200't SOUTH OF SANDY LAKE ROAD. JI. 41Z�2C 1� _8N .,z.-►'z.(Z� CIL g.W. cI`¢.C, , o �1Id' Cv2 -VJ7 n Yx,°�'mr°.' ' evQ,� 0,,,•aH v-) Q-2-0 �l^ SCALE: is _ �0' HORIZONTAL! -nwn__1�� 3 n u 1 p - : 700' VERTICAL CURVE LEFT k RIGHT ,o.•' C.C.tr` m 'O:� EXISTING GRADE 45' LEFT 7 90' VERTICAL CURVE LEFT k RIGHT L r e = -0.15' a�i W, d `)lp q�r. i�u'`+' -'�' _ - - -. - .° °.0.13' .. ... (/ EXISTING 36' <,o 9 In zo EXISTING GRADE 65' RIGHT - EXISTING ROADWAY C 70P OF CURB RIGHT• �,(• CMP TO BE iO ° X O f- :TOP OF CURB LEFT REMOVED < W N _ EXISTING 48" RCP Vl J _ TO BE REMOVED 0.697. LEFT k RIGHT -0 5007. LEFT RIGHT Ohl IQ - - - - �- - _ _ _ _- _ .: -�_ -. -- _. _._ _. .. s - - �I.53647 EXISTING 24" RCP II 2 - EXISTING' 36' RCP '4(, t�:��r 1�XISTIN J I _ - - - - - - - C 485.07 Ia° °11,1 NG 4g R - / 4bT.OW 21" RCP 0 -0:51 3R. -[ 483.82 ... ...85.87' - \ \21• RCP O 1.3009. _ f d d 457.43' 66 RCP O 0.3097.' o Y [ 480.37 1T Ab [ 482.075 85.96': 48" RCP O�'1497 _ 6�JS RCF ,. MtCHAFl R. WE155 W �� ry _ N ........................ 754; r ....... 0 FE OI W (! 4 J W )( N+ N vA iv N w well M) O. +adD d°� nom N 0 n � > W� In d ro V m r �' a vt ao vni li '^ �c a 47 < d z W W oYiR Qd A Q r. u.NA / O < F H m + d f 0 r . L_ _ n\ R..+von E DP lA J ✓1_ _ _ _. ......N -.._ . -. ...J ___.. _- .. _._.. _..N f il•__.._ .... -.. _ _. _. .. ... N jA N W W 'N Na. ptlL' 1 � W c ~ `- < . ti °o d - °o n _ F. j 4 +'Jd CITY OF CORRELL Z I -< >4 9 m >4f1 >4 W OI r7N > DALLAS COUNTY. TEXAS x 11 ns C NeN <I-.O n Ong < N',n N Ol h O O N d N .00 _ Tl N � 1p 10 d m. n + I-dA"` d . o a ...._. o c _ _ ._ _.__ _ -.orrn _ _. _ SANDY LAKE _. a d d M7 M an d PAVING AND DRAINAGE _._�W,N� �.f b .._._ O91 .0 OI d_ <1-0 '<r d:U �V +',~ +'d OOi:< PLAN do PROFILE STA 54 +50 TO 60+00 <z& ° d'c d c ct ❑ =❑ Kmley-Hom and Associates, Inc. W pinl Atr = : /R w k T- 1'8Ntl 1OJ-0M 76 dNfoR 069 W6 D..gn d G�5 LIN 1998 460 - + %+ + APao »a - a..al.d - I}t5 � ..+ 54 of u:ue 1 1 ._ I n J J CLIR1'E "A' DATA 6 - 9' 57 30' ' N ,0 NO 11) CONTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS, SLIGHT MODIFICATIONS. APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB. WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. -100,VERT. CURVE L 80' VERTICAL CURVE LEFT & RIGHT 140' VEIJTICAL CURVE SCALE: i" - 20' HORIZONTAL 1" = 4' VERTICAL (�f LEFT &RIGHT i e = 0.10' _ .. _ _ - LEFT & RIGHT e. -0.15 -. .. a 0.26' BENC MARK ELEVATION 492.04 m rn P.I. STA 61 +98.14 35' RIGHT P.I. STA 62 +27.01 35' RIGHT EXISTING GRADE 45' LEFT I N m o RIGHT T/C 491.67 RIGHT T/C 491.82 EXISTING ROADWAY It CHISELED SOUARE CUT T/C AT CURB RETURN ° EXISTING GRADE 65' RIGHT - - ON THE EAST SIDE OF MOORE STREET AT THE I I SOUTH SIDE OF ENTRANCE OF TEXACO /SPEEDY K N {I I EXISTING DROP INLET MARKET 160''7 SOUTH OF SANDY LAKE ROAD 0 ...Im .I.- _ _ _.. _ .. _.. TO BE REMOVED __.. TOP OF CURB RIGHT 0 N � TOP OF CURB LEFT -T_ -_ BENCHMARK ELEVATION 473.51 a -- CHISELED SQUARE CUT T C AT CURB RETURN v1 I I - - -- - ON THE EAST CURB LINE /OF MAPLEL EAF LANE, -- -- _ _ - - - - � - - - NE CORNER MAPLELEAF.& SUGARBERRY DRIVE, - - - - - - 200'f SOUTH OF SANDY LAKE ROAD. �i Af 2 - p17.1ING 36" R P REME OV EX E G 36" RCP T B XISTINE REMOVED '1l t 1h 225.92' w 24, RCP 0 0.6657. [ 48700 .EO • yfl 6. 21 RCP 6 0_513X ................ 485.07 _ - o `' • ~MICK4Ni a i• 82.77 .., 27" RCP O 0.6049. "1 _ _ LK. -ALN•' _._ _. €...,..._._...... wags ..f .._._ __. 75492 �Q•i 157.33' 48" RCP O 0.318% = a �$ 53641 -Q ��41,•4P EQ T 24.62' - 66" RCP C/STE O 0.3098 ix '1! r TONAL W+r a YOV R - 200' I - W N J J p 40 u o ti - O T- 17.4245' I O m n I- a O n u m O ID L - 34.7615' x ° M 2 F 4 '1,4(Ij� z F 10' SLOPE EASMT. +� + I ! n i = O 1~= O OON K OOn 1-Wx �..W JNp J. _.. ON.... _. ._ _ __. "'311c +m OmNV + O H b _.. _.._ - ... .. __N 9D.M 0 'ION N O O Nco ! SRiCK LrA L O h +w n h N O 4m N Y10 m I.i N<n m O 0001 ID h < Na1.�< W m - N Jl.el N m Ory N 10' SLOPE E MT, LOO m N SCALE: 1" = 20' OOi ,O PROPOSED R.O.W ,r '. 30' LANDSCAPE AREA c OL _tol0..���'`-'L a O a U II O O r1 ~ '• IO pj '^ I STA 60+79.83 371T _ EYISnNC R.C. _ 'i iJ + PROPOSED R.O.W. 6' REC. INLET STA EC. I 3TLT RE .INLET N a0 O' N Q 11 S m O a In N m h m m , i, O' REC. INLET SFF LA LATERAL 58 ---- U \ E LATERAL 5 -- _ -- - __ VY h., F J W 'A N r a m n W Ol + d 'q n Of j a N d ;.. Iv' PROPOSED BACK OF CURB O OJ ^.N U.M.. II..N z a J +.... _ ^.+. Na N. � P IO P.. N It) I IO: _.m O+ . -p it N - _ a ._... _.__ _ -__ _q ...._ p < 21' RCP r0'' 21' RCP wu {r•_oc. r[;" z y4/ Lo: -� 60' / ry� - - -- E aSTING RC" •'^3. Y - PROPOSED BACK OF .CURB I� _O�;_ _ -�`. I- op APPROACH - . - - -- V U\ d W F J Zlp O d p P, r zyp c 1rii _ - -- -5•' _4 -__ -_ _ ___ J K U.\ U.\ V1 -. J✓ VI 4-IY.I F- \H -.._- o 5 623' R o F!f F. FIH F1- . _ ------------- 4 �STA_6290.9 3' lT..___-- -- -- - - - - - -- - - --- -- - _ -` -- - -- - - - -sW _ -_ --- -- -- - - -- _� C J K cr r_�_________ STA 61+84.56 23.00'RT,II z 63+00 CONSTRUCT TYPE B SDNH S STA 62 +77.85 37'RT m� ._- N. RADII. PT. 3'R - STA 60+76.681. - - - N _ _ -_ I SEE LAT. 57- I. ... Q10' REC. INLET _ - _. _ -RA ... S PT., 3 "5' R ... Q 66' RCP ! ISTwG 9- SS TO B It STA 60 +33.09 5' RT 23' RT EjX PROPOSED BACK OF CURB LOCATED BY OTHE LAT 59 N CENTERLINE (QD It STA. 63 +75.48 - - - --- - --- ---- -- - - ---- -- - --- --- 4 S' - -- - -- - - - - - --- - - -- - - --- - - - - - - r- - ------- --- - -- - -- - 4- -�- --- a--- -�' - -- -- -- - -- 48 RCP •. aj.J, RCP - -- 2T RCP. ��~ + 60'A•- - - -- -- -- --- 24" RCP -- - - -- - -- -- -- -- N ... ss- i 48 -; a-� .0 i 8" SS- -- -- - 74� .#yfl' �•��. STA 60 +19.62 23' RT y^ ^' N 71 aQV - - - - - -- 86+87:76RT -3e- ac c�mc,[c - - - -- � Q10' REC. INLET RADIUS PT, 25'R -- •, -- r OSED BACK OF -- - --' f E LATERAL 55 STA 61 +73.39 60' RT- - ----- --- - -- - -- G - - - - -- - --- - - - - -- - -- ! STA 60+52 -02 55.68' RT..:- *_..s[u EY!ST S w ST CONIC 95 ��! �[R�/ xli P.T. STA. 61 +98.39. 59.76' RT. T/C ELEV. - 493.09' _I 2436195.64494E UTILITY EASMENT "RANDOM L '�" S'G'' RADIUS PT., 25' R I STA. 62 +52.35. 60' RT. JJ _ ' S- OcK4bE FEN G (6' L 6' WOOD FENCE � U11UTY EASEMENT ^ CAP, POINT STA. 61 +98.39, 62.81' RT -' -- � '• % P.C. STA. 62 +27.35, 80.34' RT. --Y!S -1!4G R.O. W. U s I �... -...� __ F `x!STING R.O.v %. T/C ELEV. - 493.26 EXISTING GUTTER `\ II I I T/C ELEV. - 493.07' - ' N! o a / MATCH r� 10' TYPE I CONIC ALLEY STA 62 +07.75 71.4$ RT ° I- A. 62-+-2-7-35, 6-fW RT__ c4, 'd,� �I = J MATCH EXIST O 66 RT CONNECT TO EX 36 RCP I a� - - _ _ T C ELEV. - J'TER ' 411N4C1z.) 43.11(rZ� ,0 NO 11) CONTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS, SLIGHT MODIFICATIONS. APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB. WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. -100,VERT. CURVE L 80' VERTICAL CURVE LEFT & RIGHT 140' VEIJTICAL CURVE SCALE: i" - 20' HORIZONTAL 1" = 4' VERTICAL (�f LEFT &RIGHT i e = 0.10' _ .. _ _ - LEFT & RIGHT e. -0.15 -. .. a 0.26' BENC MARK ELEVATION 492.04 m rn P.I. STA 61 +98.14 35' RIGHT P.I. STA 62 +27.01 35' RIGHT EXISTING GRADE 45' LEFT I N m o RIGHT T/C 491.67 RIGHT T/C 491.82 EXISTING ROADWAY It CHISELED SOUARE CUT T/C AT CURB RETURN ° EXISTING GRADE 65' RIGHT - - ON THE EAST SIDE OF MOORE STREET AT THE I I SOUTH SIDE OF ENTRANCE OF TEXACO /SPEEDY K N {I I EXISTING DROP INLET MARKET 160''7 SOUTH OF SANDY LAKE ROAD 0 ...Im .I.- _ _ _.. _ .. _.. TO BE REMOVED __.. TOP OF CURB RIGHT 0 N � TOP OF CURB LEFT -T_ -_ BENCHMARK ELEVATION 473.51 a -- CHISELED SQUARE CUT T C AT CURB RETURN v1 I I - - -- - ON THE EAST CURB LINE /OF MAPLEL EAF LANE, -- -- _ _ - - - - � - - - NE CORNER MAPLELEAF.& SUGARBERRY DRIVE, - - - - - - 200'f SOUTH OF SANDY LAKE ROAD. �i Af 2 - p17.1ING 36" R P REME OV EX E G 36" RCP T B XISTINE REMOVED '1l t 1h 225.92' w 24, RCP 0 0.6657. [ 48700 .EO • yfl 6. 21 RCP 6 0_513X ................ 485.07 _ - o `' • ~MICK4Ni a i• 82.77 .., 27" RCP O 0.6049. "1 _ _ LK. -ALN•' _._ _. €...,..._._...... wags ..f .._._ __. 75492 �Q•i 157.33' 48" RCP O 0.318% = a �$ 53641 -Q ��41,•4P EQ T 24.62' - 66" RCP C/STE O 0.3098 ix '1! r TONAL W+r a YOV N J J p 40 u h m n I- a O n O ID N a n i = O 1~= O OON K OOn 1-Wx �..W JNp J. _.. ON.... _. ._ _ __. "'311c +m OmNV + O H b _.. _.._ - ... .. __N 9D.M 0 'ION N O O + m ..d. W Fa-a O h +w n h N O 4m N Y10 m I.i N<n m O 0001 ID h < Na1.�< W m - N Jl.el N m Ory N W J LOO m N O OOi ,O II -11 b O+ a O a U II O O �/ ~ '• IO pj J O a O "1 N O N a0 O' N Q 11 n m h 01 m O a In N m h m /� 4{ C) V I�.O N, N U \ OJ W I- o U m'" I+ \ n 11 h., F J W 'A N r a m n W Ol + d 'q n Of j a N d ;.. N I O OJ ^.N U.M.. II..N W .... W... O.rn. O O. N1 T.V Ip a J +.... _ ^.+. Na N. � P IO P.. N It) I IO: _.m O+ . -p it N - _ a ._... _.__ _ -__ _q ...._ p < U�p W f' V U\ d W F J Zlp O d J U.\ j 2 J K U.\ U.\ V1 Ora UI.dJ \ �- \ f N J✓ VI 4-IY.I F- \H 1 F!f F. FIH F1- C J K cr W,U W -,K W',, J K 'm CITY OF COPPELL DALLAS COUNTY, TEXAS SANDY LAKE ROAD RECONSTRUCTION PAVING AND DRAINAGE PROFILE TA P do S 60 +00 T LAN 0 65 +00 ❑_rl Km1lBy4Hom and Asm t4 Inc. 4N oa M-1 Fart Wwk T- rm Dtld76dNn Gp5 d••n - {0 /JEL Dole - JUNE 1998 ,loD N - 069 W6_p a.alw - DNNs sn_' o Ss a oe.:n /oe oa w Nx P.C. STA. 68 +05.52, 65.02' LT. T/C ELEV. – 497.60' 0�2 Le JJJ P.C. STA. 68+50.39, 65.02' LT. MATCH EXISTING GUTTER P "- �P.p°p"Q J T/C ELEV. - 497.71' 15• SLOPE EASMT. MATCH EXISTING GUTTER RADIUS PT., 30' R 4j ✓l }� �;' I STA. 67 +75.52. 65.00' LT. eG.,I%3r �' RADIUS PT., 30' R STA. 68+80.39, 65.00' LT. 4 t5' SLOPE EAS T PROPOSED CONTROLLER EXISTING R.O.W. STA 65+49.99 37'LT \ C11o+i�. C70 Hn PI' 1 uHt ¢6' REC. INLET a '7.4- SPROPOSED R.O.W. � 4. �°ZF � f�� �✓� 1 SEE LATERAL 60 -- Ity _ -tk& —* W � L, 36' MAST ARM -ALE: 1' = 20' W ^ PROPOSED BACK OF CURB EwSTIN R O w. -`w \. "RANUS PROPOSED BACK OF CURB. T)� ., 3.5 R n • _ _ 15" CM? _ NI +74.39 ��I ----�w -- —? — Z _ _ _gG.� O 67+00 __ - -___ _ — — ___— _- - - -___ -- V/ °J`'Cj RADIUS PT., 3' R Z �.- _ �; PI STA 65 +40.88 N N STA 67 +81.52 5' LT 2T RT Z 44' MAST ARM PROPOSED BACK OF CURB �� - 60' PROPOSED BACK OF CURB °li j CENTERLINE (T) - + I _ -- N h 24' 21' RCP - - - — - - - - — - - - - - - -- —F----------------- n STA 65+14.35 r" w —_ c 0 4 E-1 -7.141 4 STA 65 +50.65 RT SEE LATERAL I li N J o ! 6.G•. 2. CA- Cp-va` 1Ap'9� y t%Q - -- Fi� u vek Cow.plra�t 1 cTOCKF.pE FENCE'S -_- +2e+1�P7_�- g�nC,(j- ay...PS P.I. STA 68 +50.38 35' LEFT LEFT T/C 498.98 P.I. STA 68 +05.55 35' LEFT 140' VERTICAL CURVE LEFT & RIGHT LEFT T/C 498.08 EXISTING GRADE 45' LEFT e = 0.26' iEXISTING GRADE 65' RIGHT -EXIS TING.ROADWAY (� TOP OF CURB. RIGHT TOP OF CURB LEFT 20007. LEFT & RIGHT 760' VERTICAL CURVE NOTES 1) CONTRACTOR TO LAY OUT SIDEWALK. AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD. THE SIDEWALK SHAH HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB. WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD. THE SIDEWALK /HIKE –BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. e = –6 47' 740' VERTICAL CURVE LEFT SCALE: 1' s'20' HORIZONTAL — 1" = 4 VERTICAL �— BENCHMARK ELEVATION 492.04 CHISELED SQUARE CUT T/C AT CURB RETURN ON THE EAST SIDE OF MOORE STREET AT THE SOUTH SIDE OF ENTRANCE OF TEXACO /SPEEDY K ---- •_ �� MARKET 160'3 SOUTH OF SANDY LAKE ROAD BENCHMARK ELEVATION 473.51 - CHISELED SOUARE CUT T/C AT CURB RETURN ON THE EAST CURB LINE OF MAPLELEAF LANE, NE CORNER MAPLELEAF & SUGARBERRY DRIVE, 200'3 SOUTH OF SANDY LAKE ROAD. 0.500% LEFT & RIGHT l OF 774 2 .53 21" rvm ro L.K. ALLISO 5767 19.35' ^• 24" RCP R P 0 0.7437° '° < �j .p, l ® 0.6659. R 487.00 wr _ -: _. _ -. El _._ _... _. r =_;. ...._. _._ _ it �+� v N oo I a K a J N N 11 O N ^ N�hiD Z � IIN 0_ �• a J a+ e ` n a a a < + D' + 1... rn o+.n °i. -. m P C p.� ��� w3: �2 49( .i i. .i -' Nh"� ^� M101AEL R ME155 ffff3fl No RMSwn B Dvt, CITY OF COPPED DALLAS COUNTY, TEXAS SANDY LAKE ROAD RECONSTRUCTION PAVING AND DRAINAGE PLAN do PROFILE STA 65 +00 TO 70 +00 C]_n Kunley -Hom and Associates, Inc. CI am 11.0 M Wft T_ 7.@ s9 m-m )a�pne0 - GDS Dw - JEO /.El Dal• - JUNE 1998 Job No. - 069406.( C,—d - CNS I s. »1 Sb 01 aeris />re lr se oso ZG m�a g z o Z 1) CONTRACTOR TO SHOWN LAY OUT SIDEWALK AS CONCEPTUALLY L _ _ _ _ _.1 2 TRANS TIONAL ARCS.. SLIGHT MODIFICATIONS, w n APPROVED BY THE CITY, MAY NEED TO S Ok o v La j ; o BE MADE IN THE FIELD DUE TO SITE o —I 1 1 „� CONDITIONS n 4^1 112 I 1 4, �QC 1�� 2) ALONG THE NORTH SIDE OF SANDY LAKE L________— __- _ - - - --J 1 ROAD, THE SIDEWALK SHALL HAVE A WIDTH - - - - -- - -- -- —� v+rk ht n& b,/ i IS T FTHE BACKpOFWTHE CURB. SIDEWALK ELTHE ' EXISTING R.O.W. —� �,, � � }- WIDTH SHALL BE 6 FEET a JIA4 _ _ ___ -- 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD. THE SIDEWALK /HIKE -BIKE PATH SHALL �— HAVE A MOTH OF 6 FEET. i Q I I - I_ PROPOSED BACK OF CURB _.. -... _ -. _ _... PROPOSED BACK OF ... PV ... - -. _... . - _._- .. -_ I Ip• R _. °�- - CURB � �ro -BFR�D ___- - •1 -- --- __ -- - -- -- - -- -- - -- NI GAS MARKER O _— — — -�- 2" C SIGN —_.L.. G— --------- _- - - - - -- _ —_ - -- — ___ _ —__ __u..�— W _o LAJ Z J j STA. 74+60.26, S' LT. j Z A74+35.86 -- - --- - — - - - CENT- RUNE {- --- - - - - -^ -- -- — - — - - - - - - - - -- -- - -�+ �� S 74+28. 2 37'RT p`V �� 0 PROPQSED -BACK- OF QJRB- - - - - - - - - — - - - - - - - — - - - TA & 60' • - 1- RCP _ -- i --- -- PROPOSED BACK OF CURB SEE LAT. 62 ~ "� !4 !� 1 Sicn i ~ E E 1 rr [ MH CCCI i(wCBIRD L!`J. Ucc;MRK TEL`'SER ucc- K RncK s�ru Y - J h 11�1�VQC G^=brd �i w1P i I t-77O39011,11098N. OL POINT M12 1 EXISTING R.O.W. 243733 a.90986E UTILITY ELS171JF1' STOCKA E ENCC (6' vrODC) STUCK AU� FEh:Cr (6' Vr0 ^Ci IR w/ RED CAP, "RANDOM POINT" - " —_ _._ --- a--- -- -- --�-- -- .I, P.T. STA- 74 +84.33, 65.23' RT. -- —r-- T/C ELEV. 494.51' RADIUS PT., 30' R 1 MATCH EXISTING GUTTER STA. 74 +54.33, 65' RT. i r I I I r j CROSS TIE WALL J � I - 760' VERTICAL CURVE RIGHT 740'. VERTICAL CURVE LEFT -- —✓` -- - - -- e = -6,47' e = -6.18' SCALE: 7" = 20' HORIZONTAL EXISTING GRADE 65' RIGHT 1" = 4' VERTICAL _XISTING ROADWAY Q _ _ - .— _ T_ _..- _ BENCHMARK ELEVATION 492.04 - � _� EXISTING GRADE -a5' LEFT p.l. STA 74 +84.56 35' RIGHT 2000% LEFT RI B - RIGHT T/C 495.36 CHISELED SOU ARE CUT T/C AT CURB RETURN / ON THE EAST SIDE OF MOORE STREET AT THE SOUTH SIDE OF ENTRANCE OF TEXACO /SPEEDY K 4 6g680;t r — — — — — — `_ : MARKET 160'± SOUTH OF SANDY LAKE ROAD l r� - _ �O 5 V - - — -4.87pt RT LEFT BENCHMARK ELEVATION 473.51 _ CHISELED SOUARE CUT T/C AT CURB RETURN .� ON THE EAST CURB LINE OF MAPLELEAF LANE, TOP OF CURB LEFT � � � NE CORNER MAPLELEAF k SUGARBERRY DRIVE, TOP OF CURB RIGHT 200'± SOUTH OF SANDY LAKE ROAD, 4 11 . 64 7q •` z1 RCP y <r...l Ill7�/ y <Iti - - - - ... _ L K. ALLJSON jy / CMAEl tl�% 49( z Y V • O ....'rY155..i G _ ••••53647 �••• 75a92'� fir_ cJ /I�IONAL : 1 L o ( 487.88 II �{r 111• •'� ••• ' E - - - K K J W e n G + O t0 n n 11 n p O O . -. '- 480 A Q - C N No ReNSb B Dal CITY OF COPPELL > w w o 11 DALLAS COUNTY. TEXAS a a J �F, SANDY LAKE ROAD RECONSTRUCTION rn K1 _ - o _v _ .. a PAVNG AND DRAINAGE ._. SN oN PLAN do PROFILE STA 70 +00 TO 75 +00 ❑Mpl KIRIlBy -HDRI and ASSOCI8185r Inc. r.= .-:_ �- S 1-x 4:V L•,u - w., (xj W'.V w � W!� J.� pl Ornf MM rat Mao ias 76Ce M- M61611 w. W- J cD W J J- ige0 - CD$ U w K De. 75+QQ A a - paten - J E 0 7 . E L Dat• - .UNE 1998 ae Js%onn b /NL o e o . g- m 7 0. s6+ 9 Wv. 4-v Y+ 70+00 71+ 7 7 96 1 \ /m ^ '. �� MM. W RETURN � j I c e ` MATCH EXIST. O 64.5 LT 4 2(Z��.i !� o I BRICK WALL (20' RETURN RADII) l / u STOCKADE FENCE � \ UGACja'A�- II I STA 76 +65.57 39.02' LT' 5 CURB + a I L'' INLET SDMH TYPE B '"- SEE LATERAL 63 =-- _ ----- -- --- -- `��_-..� i STA 76 +84.7 LT I �- Q. 10' REC LET / ' 1 STOCKADE FENCE SCALE: = 20' v, ,;� \ "\ T/C 75 "` / E %I �LLJG R.O.W. a ° �\ I� I 21' ( 477.63 21" RCP � ! V I ° ° PROPOSED BACK OF CURB PROPOSED BACK OF CURB. 1 .... I .. 1 1 PP _ TEL RISER PP .. _. 1V CP - O F O TO BE R uO.EC I— NI n / TO BE E-OVED\ D . t` N W o - - - - - - W -�-- or--- r - --+ -- - - Z i, p \ Z J m i N W - - - PROPOSED BACK OF CURB J""�STA 7 2 I 30.00' RT o z `-� . o . RADIUS PT., 3' R - -- - - - - -- J - _ - - PROPOSED BACK OF CURB - gSTA 75 +33.8Q S_RL___ -- �_ -- - ------ - - - - -- MH E n __- -- - - - -- + . � �48 RCP r 48' RCP 4 + Q - - - - -- - 21' RCP - -- - - - - - ---- - - - - -- - - -- -- - -- - - - - - --- - -- -- TO IBE RE101ED / ° 1 I El MM G' -NR✓ ` _ -'RnNS bC -,. TEL RiSCk �L R,SEiF- Q-,% Z-(s� E% 5 .,,.x. - y� - - - rv, STING "R,Q. W'. RADIUS PT.. 30' R i ,I )o -,do 47( A R, NOTE 11) C0NTRACT0R TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD. THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB. WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD. THE SIDEWALK /HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. STA. 75 +43.20, 65.00' RT. I II P.C. STA. 75 +13.20, 64.86' RT. i 0' E II CONIC ALLEY T /C' ELEV. - 494.33' I, MATCH EXIST. O 66 RT i F' MATCH EXISTING GUTTER I 74 VERTICAL CURVE LEFT --- �- - - - - -- _ 0' _y i —__ 360 VERTICAL CURVE RIGHT e = -6.18' 1 e = 1.76'. 760' VERTICAL CURVE RIGHT - -yam - -- ; 340' VERTICAL t CUCURVE LEFT -6 4T SCALE. 1" 20' HORIZONTAL e=. 4' VERTICAL BENCHMARK ELEVATION 492.04 CHISELED SQUARE CUT T/C AT CURB RETURN + a ON THE EAST SIDE OF MOORE STREET AT THE / ' RIGHT -4 ON CEr ! : SOUTH SIDE OF ENTRANCE OF TEXACO/SPEEDY K RIGHT T C 494.32 \ MARKET 160 't SOUTH OF SANDY LAKE ROAD R/Gy 487 86 \ EXISTING ROADWAY BENCHMARK ELEVATION 473.51 CHISELED SQUARE CUT T/C AT CURB RETURN EXISTING GRADE 45' LEFT ON THE EAST CURB LINE OF MAPLELEAF LANE, NE CORNER MAPLELEAF k SUGARBERRY DRIVE, 200't SOUTH OF SANDY LAKE ROAD. 6 "7429 - - - `�� -_.. _..... .TOPS OF CURB LEFT - EXISTING GRADE 65' RIGHT 4 - EXISTING - p ��� '� - 18 RCP IEFT CURB OF OP i CU RIGHT OF '/�I T e . .. L EXISTING 42" RCP LEFT �--- ��' _- i ALUSi .M ALl a 5 -' — — — — -- — - 0.9009. LEFT &RIGHT �_. LN536q�0o. 7sa92�N£01 s TEt [b �jl Q/STfY� r ... 292.71'.. 48" RCP O 0.7657. - ui ,D a + m + °' ¢ 469.86 I CITY OF COPPED DALLAS COUNTY, TEXAS SANDY LAKE ROAD RECONSTRUCTION I PAVING AND DRAINAGE PLAN do PROFILE STA 75 +00 TO 80 +00 L� Cj =" KlMley -Horn and AssodateS, Inc. �I a" atwl w W^ T® no W-wo-m GOS Dre.n - JEO /.F1 Dot. - ,I.MIE 1998 J No. - 0694u a.Cwm - als Sn «1 SA 01 9s/zsne u:a a N H\ Z O J N O > c_D i _m d . .. N�..a m a a l0 fl` c in ,n G d m !� ' a o O m n o r F H� d• . n n ,n+ .mO N °p i 'd- rn V r. . .r 0 a'nj U-m ..._ ... _. „mdOi .. mN - _m Nivll and _ ._ ... ............ONN . d U U fo :"rn V -.� I,'m <n VpW + tmp it N rZUh ti N \ a + c an d m m e Yr ;' \ U'\ V t_l:� r OOQN U F = V ^„4 � ZZd . UQ _ U > I CITY OF COPPED DALLAS COUNTY, TEXAS SANDY LAKE ROAD RECONSTRUCTION I PAVING AND DRAINAGE PLAN do PROFILE STA 75 +00 TO 80 +00 L� Cj =" KlMley -Horn and AssodateS, Inc. �I a" atwl w W^ T® no W-wo-m GOS Dre.n - JEO /.F1 Dot. - ,I.MIE 1998 J No. - 0694u a.Cwm - als Sn «1 SA 01 9s/zsne u:a a P.T. STA. 81 +35.77. 60.77.31' LT. f j T/C EV - 462 j G I I EL 340' VERTICAL CURVE LEfT 360' VERTICAL 4 CURVE R— RIGHT - e = 2,21' P.I. STA 81 +36.08 35' LEFT LEFT T/C 477.23 a o P.I. STA 81 +75.01 35' LEFT LEFT T/C 476.88 TOP OF CURB LEFT RIGHT EXISTING 18" RCP LEFT EXISTING GRADE 45' LEFT - - - - EXISTING ROADWAY" EXISTING GRADE 65' RIGHT - 0.9009 LEFT A RIGHT 408.63' 21" RCP 0 0.7527 500 00' 48" RCP 0 0.7657 A.- 1) CONTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK K AT THE BACK OF THE CURB, WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. SCALE: t 20' HORIZONTAL 1" = 4' VERTICAL BENCHMARK ELEVATION 473.51 CHISELED SOUARE CUT T/C AT CURB RETURN ON THE EAST CURB LINE OF MAPLELEAF LANE, NE CORNER MAPLELEAF k SUGARBERRY DRIVE, 200'3 SOUTH OF SANDY LAKE ROAD. _- -__ -_. _� BENCHMARK ELEVATION 456.54..__ — CHISELED SOUARE CUT T/C AT SOUTH NOSE OF MEDIAN ON THE NORTH SIDE OF FIRST MEDIAN OPENING NORTH OF SANDY LAKE 468.33 ROAD ON MACARTHUR. E 466.04 1 OF > It a I :..'. LK AWSON MICHAEL R. ... 75497 460 MATCH EXISTING GUTTER N p o< < ..- .,;taw. < .- -- ,. ...__.. -._ _ -..... _... .. _._. _. _ - - on _..- ____.,°t a_/►1 _._. ..... ___. _--. '._ ._.._..._ - _. ._. __..__._._.- _.�.U�...__... I --/ I i W��t O..t. �ID•� F j I ui N N '• rn ur + V V + II c � +.N I P.C. STA. 81 +74.69, 59.68' LT. 0 RADIUS PT., 25' R T/C ELEV. - 477.28' ' STA. 81+10.77, 80' LT. _' MATCH EXISTING GUTTER .. ' o O STA 80 +85.27 3717 t10' REC. INLET BRICK 'WA__ �J a J SEE LAT. 65 l J.� BRICK WALL i I STOCKADE FENCE -� D O ° `° + co n O!N °�^ D a p'. Mt p N O N V O oD _- RADIUS PT., 25' R STA, 81 +99.69, 60' LT. I EXISTING R.O.W. SCALE' 1� = 20' >iSTING R.O.W. I I VG.. K ! A R �� �• - - -- _ -+ It . STA T TYPE 77 31' LT _CQSTf�(yT TYPE A SOMH'�/60' RCP NI PROPOSED R .._. - i - .. _..._ _. PROPOSED- BAq('OF CURB p _ °I BACK OF CURB -"--- -''-- - - - -2" G - - -- n - - -- --- -- - - -- -2 G- - --- --- ------ - - -- -- ------ i — — — .— —� Z N RADIUS PT., 3' R m; Z Q STA. 61 +26.36, 5' LT. j - __ ... _. _.. - _._. - ._ - - .. - RADIUS - -RT.. 3.5' R -.. . - _ ° PROPOSED BACK OF CURB (� -._ _ . __. .. -_.. _ _. STA. -82 +01:46. 0' _.._ .. __ 1' - -- n 60-' 48' RCP -------- 48' RCP _ o - -- PROPOSED BACK OF CURB b ,�60- 48" RCP n - U STA 80+07.37 37'RT 0' REC. INLET .E NH SEE 45 -R Ut W 54 - 7TRAIJS 801; - -�— — �- - e .. —T- , -k —�E-Rl �-R - - - CONTROL POINT N13 n m EX;STJNG R.O.W. -' S7A 83 +34.43 3TRT �JR./ 57835N, 2 438287.61446 'RANDOM 4 m X10' REC. INLET 1/ED CAP, POINT' r' SEE LATERAL 66 o ' (� e. 340' VERTICAL CURVE LEfT 360' VERTICAL 4 CURVE R— RIGHT - e = 2,21' P.I. STA 81 +36.08 35' LEFT LEFT T/C 477.23 a o P.I. STA 81 +75.01 35' LEFT LEFT T/C 476.88 TOP OF CURB LEFT RIGHT EXISTING 18" RCP LEFT EXISTING GRADE 45' LEFT - - - - EXISTING ROADWAY" EXISTING GRADE 65' RIGHT - 0.9009 LEFT A RIGHT 408.63' 21" RCP 0 0.7527 500 00' 48" RCP 0 0.7657 A.- 1) CONTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK K AT THE BACK OF THE CURB, WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. SCALE: t 20' HORIZONTAL 1" = 4' VERTICAL BENCHMARK ELEVATION 473.51 CHISELED SOUARE CUT T/C AT CURB RETURN ON THE EAST CURB LINE OF MAPLELEAF LANE, NE CORNER MAPLELEAF k SUGARBERRY DRIVE, 200'3 SOUTH OF SANDY LAKE ROAD. _- -__ -_. _� BENCHMARK ELEVATION 456.54..__ — CHISELED SOUARE CUT T/C AT SOUTH NOSE OF MEDIAN ON THE NORTH SIDE OF FIRST MEDIAN OPENING NORTH OF SANDY LAKE 468.33 ROAD ON MACARTHUR. E 466.04 1 OF > It a I :..'. LK AWSON MICHAEL R. ... 75497 460 N p o< < ..- .,;taw. < .- -- ,. ...__.. -._ _ -..... _... .. _._. _. _ - - on _..- ____.,°t a_/►1 _._. ..... ___. _--. '._ ._.._..._ - _. ._. __..__._._.- _.�.U�...__... ui N N rn ur + + II c +^ +.N tl 0 .. ' o O a J 4x;Q D O ° `° + co n O!N °�^ D a p'. Mt p N O N V O oD O h < U It EN' 4 CITY OF COPPELL DALLAS COUNTY, TEXAS SANDY LAKE ROAD RECONSTRUCTION PAVING AND DRAINAGE PLAN do PROFILE STA 80 +00 TO 85 +00 C]M0 IGmley -Hom and Associates, Inc. bl Owl •eM Fat( Moe1 Tes 11@ W'676-06tI GDS Dro.n - JEO /JEL DOl6 - JUNE 1998 - Nc. - 069605,( i a.a•a - CMS Sh-t Sy a oeizs,roe .e:IT ax 4 ,3 1. 5) 1 b P.T. STA. 87 +59.60, 60.07 LT. - '1�4 T/C ELEV. - 473.64' MATCH EXISTING CUTTER I I RADIUS PT., 25' R STA. 87 +34.60, 60' LT. STOCKADE FENCE 4-774(c5) i I li II I P.C. STA. 87 +8& 86 44, 59.' LT. I I I I I U Ii T/C ELEV. - 473.74' MATCH EXISTING GUTTER - G -� --T -+"I' -+ RADIUS PT., 25' R y 1 STA. 86 +13.54, 60' LT. RIGHT I CAC I W ,1 .'.1. 'Q Imp pl STOCKADE FENCE WTH BRIG COLUMNS =J z Q N Y + m STA 85 +84.31 37LT - F * °S ?ING R.C. w. PROPOSED R.O.W. .I C - +I PROPOSED R.O.W. LAT 6i �10' REC. INLET S i'1 00'LT - .A 60' I T 8 21 RCP - - -- - -- - -- -- ----- - -_- -- --- - ----- --- - -- -- -- _.. N= - - --- -- __ - -. - _.PROPOSED BACK OF CURB vc 24 RCP - - - 24 RCP _ -+ o _ _. ... _.- Pt-_ oI- NI _ _ of - PROPOSED BACK OF CURB Nrr -- -- -- -- --- - - - --- ♦e� A _ -. . - -------- - - - -2" 0 - n - - __ - W` _ -- - - _ -_ - - 6.. WL - TERLINE ((L) - _ W �' ml W j -- i RADIUS PT., 3.5' R ' Z I[ STA. 85 +76.95, 0' o -- - of n - _ STA 86 +94.21 30'RT o PROPOSED BACK- OF-CURS RADIUS PT.. 3' R CO�STRUCT;YPE -BbDMH r -- ----------------------- ---- --------- ----- --- -- - --- -- -- -- -- - -or •�{ --- ---- ---- ----- - - -- -- - T n STA. 86+52-77,1' RT. PROPOSED BACK OF CURB V °+ - - -to S °- vv 48' RCP s�cN '~°o. 54' R 60' 54' RCP srR -co `" ss.. - T-- - - - .'-� -�- - - -- - •r-- - - - -a-- . '-� - -i- - - - - - - - -- ' - -- - -- - - - - - - - - /� I I sl 's STA 86 +90.39 3 RT LAT. 69 - TE eJR [_9cr __ °J ���,.. • TEL uN j (E10 REC. INLET `,1 -, >„" u4x - - - - �- - - f' - - - - - - - - - - - - LGC- ltFUi_ _ -------- --� ° °c-"�'ir •" I SEE LAT. 67 / C TES R,SEP 4!5[p _. _ - - _ _ _.",.ir - _ _ _ _ _ _. _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _. _ _ _ _ _ _ _ E/IS T.NG R. C.W ps_R i. RADIUS PT., 25 R- o o EXISTING R.0 N. RADIUS PT., 25' R STA.- 86F66.88, 60' RT. STA. 85+70.12. 60' RT. PROPOSED R.O W ` �- - - - - ._.�.�...r. -- �.- �.�-�. - - - - m°' - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - ADIUS T., 3.5' R CONTROL POINT p14 '1- - --- i I 7039022.24]Z7.a- p43D782.99553E - - - - - -- o�+ -- - - -- - -- -- -- --- --- P.T. STA. 85+95.12, 59.99' RT. _ _ I STA. 86 +18.54 58' RT 112' w% RED CAE.- RANDOFf POINT" 1"KADE FENCE ON <' 3 'B" + T/C ELEV. - 474.44 I J TEE_ PIPE 6' 'c-"'c m? MATCH EXISTING GUTTER Lp_.'C'III­STlA�!86_+41.a8. J�vy S 4,�,-TTCL141'I14� 59.83' RT. + ,,•y [j I _ 11 T/ 4EV'. - 474.48' li'• /I ,n'`. 1 L L. l- L �Ll MATCH EXISTING GUTTER (Lp��,P LgacfJvtd,% �a rn -- li iii I j i j �I�'elKy an° j 100' VERTICAL CURVE LEFT P T 1) CONTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB, WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. .I 5 A 86 +42.05 35 RIGHT - e = -0.13 RIGHT RIGHT T/C 473.50 y 100' VERTICAL CURVE - -� P.I. STA 85 +95.11 35' RIGHT j e =. -0.13' - SCALE: i" = 20' HDRIZONTAL Q, 0 RIGHT T/C 473.27 - I 1" = 4' VERTICAL 48( -rvl 100' VERTICAL CURVE R.1 LEFT &RIGHT : P.I. STA 847439' 35' L FT P. 1. ST/ 8474349 35' LEFT j BENCHMARK ELEVATION 473.51 } -- e _ LEFT T/C 474 39 LEFT T 47a.34 � EXISTING GRADE 45' LEFT ,0.18 '., I ! I CHISELED SQUARE CUT T/C AT CURB RETURN EXISTING 10 WATER I NE EXISTING ROADWAY EXISTING GRADE 65' .,RIGHT ON THE EAST CURB LINE OF MAPLELEAF LANE, FIELD VERIFY - TOP OF CURB LEFT NE CORNER MAPLELEAF k SUGARBERRY DRIVE, TOP OF CURB RIGHT PROPOSED 8" WATER LINJ - : 200'± SOUTH OF SANDY LAKE ROAD. - - -- 0.5009. LEFT "k RIGHT - - - . - -- - -! - - - - - _ -� -. -- - - - - - -- -"�- - - - - 0 900% LEFT & RIGHT _ _ _ _ -0.500% LEFT di RIGHT: B ENCHMARK ELEVATION 456.54 - --- __ �- _ CHISELED SQUARE CUT T/C AT SOUTH NOSE _ EXISTN� 13"`RC� 2 - EXISTING 33" RCP LT. TO REMOVED PROPOSED 6" WATER LINE OF MEDIAN ON THE NORTH SIDE OF FIRST 4 0 L- L28E�EMOYED_ _ BE _ - -. _. PROPOSED 2" WATER LINE MEDIAN OPENING NORTH OF SANDY LAKE __. R-O_A..D . ON _M_.A_C._ A RTHU.R._. 47( IL 468.34 21 RCP ® 0.7527. A- IL 466.08 ' �xl I[ a56.0a 56.68 ti 48 "IRCP ®0.765% 428.08' 24" RCP ® 0.343% op I[ 463.5k0 OF 011, - 137.05' 54" RCP ®0.365% _ _ _ -. - .__...._. 1303.85'...,. 54" -RCP. ®- 0.344% _.... _. ... _.._._ _._. _:. . • ALLISON :: r o MICHAEL i LK. AWSON / MICHAEL R. WE1S5 / 53647'' 76492 ��1/uutt_i 460 � ° - � a \ = d o d /��M� ^• -Ad H �V r ti O K1 Ot - V+'1 O N O if1 r7 _.'._ j�d + _ _._. ... "' _. _._. �� _+ - __ Nd + aK '. .. '. .. 11 c n O Q Q ° O m ° Q - RbO B Date \ W WNa \ p .. CTY OF COPPELL DALLAS COUNTY. TEXAS SANDY LAKE ROAD RECONSTRUCTION X50 J a J e n o f 1i.V ID1.J a.N V � W K N d J d O Ot.n d d v) � + u� it + D n� O + �nd� + ..C..J a __ O <r .. �� n,a._ ry,N PAVING AND DRAINAGE Um °< ° '' Z�` n n + d 1 UO ^ „R d Q 2d Q tin Q 2N'a U < OD U �� PLAN & PROFILE STA 85+00 TO 90 +00 N VOV N J1,d N U0�1J _ n • Q J w w \ r = ❑MQ IGmley-HDm and ASSOCI81B5, Inc. W'U w,U pl Qn/ V. I,- W.- T_ ?m Maps -w - > U - > U - J_KK JK JK DeegaM - CD$ P'aw, - JEO /.E1 Dole - JuNE 1998 ,lap No. - 069406.0 82+OQ 6+ 7+ + f 90+00 sn «t 6o o as _/.e a9.3, 930 01 P. BRICK WALL 1 I' STA 92 +50.01 3TL �- .� t'_' LA!JDSCaPE 15' LANDSCAPE 4,10' REC. INLET & SIDEWALK 1`j UTILITY` AND LANDSCAPE /SIDEWALl" E�SEIAFIl ! & SIDEwA:.K EYISt:wG R.O.w SCALE. t' = 20' PROPOSED R.O.W., SEE LATERAL 70. EASEMENT EASEMENT 4 F 4n6 )8 R 463 -55 -� n.GC 90, ❑'PCNS eG, 1 -- -- BURIED CABLE TEL ecl - _ _ _ _ _ UGC -MeK .- STA 9 _ ------------------------------------------ ---- -- -- -- -- 2 ±50.01 3TRT - - - -''� =Key -- -- -- - --- �----- ----- ucc�a�___ -_�-__�_ -------- - - - - -- � X10' REC. INLET E ?aSTU1C R.0. W. STOCKADE FEtJCE ON 2 3�E- SEE LATERAL 71 - - - - I - - - - - - - V - - - - - - - -- - -- - - -- - - \ - - - - -- -- — - -- - —� - -- -- - -- — - -. - -t- - ----SEEL --x - - -- - - - --- -- -- -- - - - -- - - - - - - - - - - --- - - - - - - — - - - - - - - - - - 1 7039032.54393N. 2439361.30237E ! I 1 I 1/2" tR w/ RED CAP. "RANDOM POINT" C% EXISTING GRADE 45' LEFT - EXISTING GRADE X65' RIGHT EXISTING ROADWAY TOP OICURB LEFT & RIGHT — RIGHT FPROPOSED 2" WATER LINE NOTES 1) CONTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET. EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB, WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK/HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. 80' VERTICAL CURVE LEFT & RIGHT 100' VERTICAL CURVE LEFT SCALE: 1" - 20' HORIZONTAL - —� t" = 4 VERTICAL -0.13' . I _ .. BENCHMARK ELEVATION 473.51 100' VERTICAL CURVE RIGHT CHISELED SQUARE CUT T/C AT CURB RETURN -\ e = -0.13' _ -- -- `- JP - -- - -- -- -- -- -- - -L --- -- ----- - - - - W -- L_ a: SOUTH OF SANDY LAKE ROAD. 4 .T _ _ _ _ _ TOP CURB LEFT �N = TOP OF CURB RIGHT BENCHMARK ELEVATION 456.54 - 0.5007. LEFT :& RIGHT CHISELED SQUARE CUT T/C AT SOUTH NOSE ------ 0.500% LEFT & RIGHT 1 u °e w" , iocATC 24' RCP _,. __.. .. _. ... _. ..._ _._.. _..b0'F' T7• R _ _ ... STA 82 +56.09 31.001 P` rp O oI MEDIAN OPENING NORTH OF SANDY LAKE ROAD ON MACARTHUR. F CONSTRUCT TYPE A SOMW r U• _ N n PROPOSED BACK OF iCUM r Z + N 2 ------------- - - - - -- 7 �s taer nro Tn 0 r_ _.• _ ! �H r W V r n^ W U W Z 2 W' J K W J , - �,..0 N Z o :3 - - -- ---- - - - - -- --- --- - -- - -- - - - -- - - -- - - -- 10- - -- - - - - -CP SS - - - - b --- - - - - -- ----------------- - - -- - - - - -- - -- — ---------------- PROPOSED BACK OF CURB --- ------------------------ 10" --- — — -- — -- -- — - -- --- --- 55 — _.- t a O p O V 4 b< > n aU. h n h fV r N� +nc °. aNU � QU dK E Fay F\ HU dM.+ 4 F 4n6 )8 R 463 -55 -� n.GC 90, ❑'PCNS eG, 1 -- -- BURIED CABLE TEL ecl - _ _ _ _ _ UGC -MeK .- STA 9 _ ------------------------------------------ ---- -- -- -- -- 2 ±50.01 3TRT - - - -''� =Key -- -- -- - --- �----- ----- ucc�a�___ -_�-__�_ -------- - - - - -- � X10' REC. INLET E ?aSTU1C R.0. W. STOCKADE FEtJCE ON 2 3�E- SEE LATERAL 71 - - - - I - - - - - - - V - - - - - - - -- - -- - - -- - - \ - - - - -- -- — - -- - —� - -- -- - -- — - -. - -t- - ----SEEL --x - - -- - - - --- -- -- -- - - - -- - - - - - - - - - - --- - - - - - - — - - - - - - - - - - 1 7039032.54393N. 2439361.30237E ! I 1 I 1/2" tR w/ RED CAP. "RANDOM POINT" C% EXISTING GRADE 45' LEFT - EXISTING GRADE X65' RIGHT EXISTING ROADWAY TOP OICURB LEFT & RIGHT — RIGHT FPROPOSED 2" WATER LINE NOTES 1) CONTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET. EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB, WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK/HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. 80' VERTICAL CURVE LEFT & RIGHT 100' VERTICAL CURVE LEFT SCALE: 1" - 20' HORIZONTAL - —� t" = 4 VERTICAL -0.13' . I _ .. BENCHMARK ELEVATION 473.51 100' VERTICAL CURVE RIGHT CHISELED SQUARE CUT T/C AT CURB RETURN 1[ 464.09 ir 255.28' ti 24" RCP ®0.3439. - SrSE OF T� /, ���� OF \��I, - 242.15' w 27" RCP ® 0,35 9. :" AI iii500 54" RCP ®0.3449 N i •MICHAEL .R. ..M.£..1.5a5 ..r ...................... y I............ '� I1 Of N N a __ 11 \ \ \\ .�G%(lU� e = -0.13' _ ON THE EAST CURB LINE OF MAPLELEAF LANE, NE CORNER MAPLELEAF & SUGARBERRY DRIVE, L_ a: SOUTH OF SANDY LAKE ROAD. 4 .T _ _ _ _ _ TOP CURB LEFT �N = TOP OF CURB RIGHT BENCHMARK ELEVATION 456.54 - 0.5007. LEFT :& RIGHT CHISELED SQUARE CUT T/C AT SOUTH NOSE ------ 0.500% LEFT & RIGHT _ - OF MEDIAN ON THE NORTH SIDE OF FIRST - O PROPOSED 6" WATER -LINE MEDIAN OPENING NORTH OF SANDY LAKE ROAD ON MACARTHUR. F 1[ 464.09 ir 255.28' ti 24" RCP ®0.3439. - SrSE OF T� /, ���� OF \��I, - 242.15' w 27" RCP ® 0,35 9. :" AI iii500 54" RCP ®0.3449 N i •MICHAEL .R. ..M.£..1.5a5 ..r ...................... y I............ '� I1 Of N N a __ 11 \ \ \\ .�G%(lU� CITY OF COPPELL DALLAS COUNTY, TEXAS SANDY LAKE ROAD RECONSTRUCTION PAVING AND DRAINAGE PLAN & PROFILE STA 90 +00 TO 95 +00 ►1_�Kmley-Hom and Associates, Inc. 60 Oary 6ti fat W^ TI,­ ?M 8041!-0611 Wwq.. - GDS Drown - JEO /JEL Dole - J W I"t Job No. - 069 W6�. ,pp,wea - Oh—e - CMS I A.et 6/ Or 06/25,/9E t6. 2p y_y a: 4 �N = O F r U• r Z + N 2 O W V r n^ W U W 2 J K J K W J , - �,..0 +^ a O p O V 4 b< > n aU. h n h fV r N� +nc °. aNU � QU dK Fay F\ HU dM.+ r W' N' W . —p- > W�:' n '..._... -vn n K.. �U .. . .. _.. .... 1 . .........., ..... �N.,.< _... .. <..0 U 'U 2 apJ <.0 ,U U - 1- + O1urijfl0 + Ll U1 UVJ 0•) �,JJ -I IX J;C7 J'.0 CITY OF COPPELL DALLAS COUNTY, TEXAS SANDY LAKE ROAD RECONSTRUCTION PAVING AND DRAINAGE PLAN & PROFILE STA 90 +00 TO 95 +00 ►1_�Kmley-Hom and Associates, Inc. 60 Oary 6ti fat W^ TI,­ ?M 8041!-0611 Wwq.. - GDS Drown - JEO /JEL Dole - J W I"t Job No. - 069 W6�. ,pp,wea - Oh—e - CMS I A.et 6/ Or 06/25,/9E t6. 2p y_y P.T. STA_ 96+70.17, 62.53' LT. - T/C ELEV. - 471.22- MATCH EXISTING GUTTER RADUS PT., 25 ' R - SPRN LR BRICK WALL STA. 96+45.26, 60' LT. K SCALE 1 -0 W I , �J464- :09--= 60 C 461.83 — d-j7141 (3) FOUNTAIN t,6 REC. INLET --SEE LATERAL 73 R 77= RADIUS PT., 25- R STA_ 96+44.14, 60' RT. P.T. STA. 96+69.14. 80.08' RT. T/C ELEV. - 412.13' P.I. STA 96+71,40 35' LEFT LEFT T/C 471.39 P.I. STA 96+69,22 35' RIGHT RIGHT T/C 470.94 EXISTING 8 WATER LINE EXISTING ROADWAY (t FIELD VERIFY TOP OF CURB LEFT EXISTING GRADE 65' : RIGHT EXISTING GRADE .45' LEFT –0.500% LEFT & RIGHT wovE S, TING — RCO EXISTING 36- RCP LET TO BE REMOVED EXISTING 8" WATER LINE. FIELD VERIFY 4-1,4,(4) EXISTING R.0,V, RADIUS PT., 25' R 97+22.98, 60' RT. �PC STA. 91+ 97.98, 60.13' RT. D T/C ELEV. - 472.16' MAATCH EXISTING GUTTER B E` R v I DR. P.I. STA 96+9785 35' RIGHT RIGHT T/C 470.80 P.I. STA 96 +98.60 35' I FFT ❑❑ FXISING R � I'-- T� RISER CONTROL POINT #16 STOCKADE FENCE ON 2 3/8" 7039034.01114N. 2440019.64895E STEEL PIPE 8' C-C 112 IR RED CAP. 'RANDOM POINT" 122.61 • 54, RCP O 0 in a 11 O'� 122,32' - -27". RCP -0 0.354% 0 a 4 0 0 O Ey'STINC, P_O '4 STA 96+20.67 3rLT __N� P.C. STA. 96+98.87, 60.89' LT. + T/C ELEV. - 471.47 MATCH EXISTING GUTTER G, S RADIUS PT. 25' R V V STA. 97+2i.84. 60' LT. --------------- t,6 REC. INLET --SEE LATERAL 73 R 77= RADIUS PT., 25- R STA_ 96+44.14, 60' RT. P.T. STA. 96+69.14. 80.08' RT. T/C ELEV. - 412.13' P.I. STA 96+71,40 35' LEFT LEFT T/C 471.39 P.I. STA 96+69,22 35' RIGHT RIGHT T/C 470.94 EXISTING 8 WATER LINE EXISTING ROADWAY (t FIELD VERIFY TOP OF CURB LEFT EXISTING GRADE 65' : RIGHT EXISTING GRADE .45' LEFT –0.500% LEFT & RIGHT wovE S, TING — RCO EXISTING 36- RCP LET TO BE REMOVED EXISTING 8" WATER LINE. FIELD VERIFY 4-1,4,(4) EXISTING R.0,V, RADIUS PT., 25' R 97+22.98, 60' RT. �PC STA. 91+ 97.98, 60.13' RT. D T/C ELEV. - 472.16' MAATCH EXISTING GUTTER B E` R v I DR. P.I. STA 96+9785 35' RIGHT RIGHT T/C 470.80 P.I. STA 96 +98.60 35' I FFT ❑❑ FXISING R � I'-- T� RISER CONTROL POINT #16 STOCKADE FENCE ON 2 3/8" 7039034.01114N. 2440019.64895E STEEL PIPE 8' C-C 112 IR RED CAP. 'RANDOM POINT" 122.61 • 54, RCP O 0 in a 11 O'� 122,32' - -27". RCP -0 0.354% 0 a 4 0 0 O Ey'STINC, P_O '4 STA 96+20.67 3rLT __N� *&frECTRF RKL P �LL BOX + EYISTING R.0 A 0, 1 0 - - ANDSCAPE, & S iW EASEMENT --- 1 0 TV RE .-IN ON THE EAST CURB LINE OF MAPLELEAF LANE. 6 P.V.C. STA 99+74,00 LEFT & RIGHT LEFT T/C 469.1818, RIGHT T/CC-469.42 0 NE CORNER MAPLELEAF & SUGARBERRY DRIVE, 200'3 SOUTH OF SANDY LAKE ROAD. 7 u — -- — -- V_V CHISELED SOUARE CUT T/C AT SOUTH NOSE 2 OF MEDIAN ON THE NORTH SIDE OF FIRST 27" RCP MEDIAN OPENING NORTH OF SANDY LAKE + STA 96+490 ROAD ON MACARTHUR. �p 4 il'xw 31.00 PROPOSED BACK OF CURB 00'ItT I PROPOSED SACIK OF CURB OF It, OF #I 7 —36' —,Cp TO E RE.O"ED-, CENTERLINE NI V) .0 .................. ......... HA......... . % 53647.... 47 92 -v .. ........ IL I,t It Z RADIUS PT., 3' R 71 oI It STA. 96+48.47. 5' LT. STA 96+24.54 30' RT PR - E�"l ql!�Sg� BACK OF CURB CONSTRUCT TYPE B SDMH M - - - - — - - - - - - - - - - - CON_ RAMS PT., 3' R 4L STA. 97+19.51. 5' RT. PROPOSED BACK OF CURB — - SS 0- SS ------ - - - - - — - - - - - - -- - ---- - - - - - - - - - - - - - - - - - - - — - - - ----- - - - ----------------- ss.. 10 SS 54" RCP Xv 36 E STA 96+20.68 37 T 1 t,6 REC. INLET --SEE LATERAL 73 R 77= RADIUS PT., 25- R STA_ 96+44.14, 60' RT. P.T. STA. 96+69.14. 80.08' RT. T/C ELEV. - 412.13' P.I. STA 96+71,40 35' LEFT LEFT T/C 471.39 P.I. STA 96+69,22 35' RIGHT RIGHT T/C 470.94 EXISTING 8 WATER LINE EXISTING ROADWAY (t FIELD VERIFY TOP OF CURB LEFT EXISTING GRADE 65' : RIGHT EXISTING GRADE .45' LEFT –0.500% LEFT & RIGHT wovE S, TING — RCO EXISTING 36- RCP LET TO BE REMOVED EXISTING 8" WATER LINE. FIELD VERIFY 4-1,4,(4) EXISTING R.0,V, RADIUS PT., 25' R 97+22.98, 60' RT. �PC STA. 91+ 97.98, 60.13' RT. D T/C ELEV. - 472.16' MAATCH EXISTING GUTTER B E` R v I DR. P.I. STA 96+9785 35' RIGHT RIGHT T/C 470.80 P.I. STA 96 +98.60 35' I FFT ❑❑ FXISING R � I'-- T� RISER CONTROL POINT #16 STOCKADE FENCE ON 2 3/8" 7039034.01114N. 2440019.64895E STEEL PIPE 8' C-C 112 IR RED CAP. 'RANDOM POINT" 122.61 • 54, RCP O 0 in a 11 O'� 122,32' - -27". RCP -0 0.354% 0 a 4 0 0 374.68' – 27" RCP 0 0.558% EXISTING 12• SS (Wr) 1) ONTRACTOR To LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS, SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD. THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB, WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK /HIKE –BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. SCALE: I" - 20' HORIZONTAL I" = 4' VERTICAL 48C O BENCHMARK ELEVATION 473.51 + 280' VERTICAL CURVE LEFT & 0, CHISELED SOUARE CUT T/C AT CURB RETURN Z- 1 0 I e = –1.02' 374.68' – 27" RCP 0 0.558% EXISTING 12• SS (Wr) 1) ONTRACTOR To LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS, SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD. THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB, WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK /HIKE –BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. SCALE: I" - 20' HORIZONTAL I" = 4' VERTICAL 48C C 461.5 BENCHMARK ELEVATION 473.51 280' VERTICAL CURVE LEFT & RIGHT CHISELED SOUARE CUT T/C AT CURB RETURN I e = –1.02' ON THE EAST CURB LINE OF MAPLELEAF LANE. 6 P.V.C. STA 99+74,00 LEFT & RIGHT LEFT T/C 469.1818, RIGHT T/CC-469.42 0 NE CORNER MAPLELEAF & SUGARBERRY DRIVE, 200'3 SOUTH OF SANDY LAKE ROAD. O� u BENCHMARK ELEVATION 456 54 CHISELED SOUARE CUT T/C AT SOUTH NOSE 2 OF MEDIAN ON THE NORTH SIDE OF FIRST MEDIAN OPENING NORTH OF SANDY LAKE ROAD ON MACARTHUR. 4 il'xw I OF It, OF #I .......... If 6 . .................. ......... HA......... . % 53647.... 47 92 -v .. ........ I,t It C 461.5 CITY OF COPPELL DALLAS COUNTY, TEXAS SANDY LAKE ROAD RECONSTRUCTION PAVING AND DRAINAGE PLAN & PROFILE STA 95+00 TO 100+00 Kimley-Hom and Associates, Inc. cim" am any 1 M w Wwk T­ ?m I0-05-w GDS ID-- - JEOAEL IDt* 7 jjw 196 _Tb No - 069 406 4 ls—, (,,Z of- ­­ .. "t 375.16' 54" RCP 0 0.300% t 455.16 6 0 O� u 2 CITY OF COPPELL DALLAS COUNTY, TEXAS SANDY LAKE ROAD RECONSTRUCTION PAVING AND DRAINAGE PLAN & PROFILE STA 95+00 TO 100+00 Kimley-Hom and Associates, Inc. cim" am any 1 M w Wwk T­ ?m I0-05-w GDS ID-- - JEOAEL IDt* 7 jjw 196 _Tb No - 069 406 4 ls—, (,,Z of- ­­ .. "t SCALE: 1" - 20' L 0 �''0 RADIUS PT., 30' R t STA. 101 +32.63, 65' LT. - __ __ __ __ __ SIDEWALK L INTR cony oL Bo) _ / -- -- -- -_ - -- _ - -� ¢'�, IS T FEET HE BACKPOF THE CURB, WHERE THE Q-3` 1 •`Z-!� — — -- -- — — -- -- — — — — - — ii a .� 1 (� WIDTH SHALL BE 6 FEET NDY AKE ssM" e00= 1 3) ALONG THE SOUTH SIDE . SA i- PI STA 101 +17.79 V�RM F, �� v1P�/ ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL Ta Ste* `- e- HAVE A WIDTH OF 6 FEET. - --- 31' LT wrR cor+rnol 5�11✓T.. rv1(�$vl?�tl' \y, /60• 2T RCP 45•D - 45 Box (ec�oc re \ 1 . - — PP PROPOSED BACK OF CURB END CONCRETE t NI i� Re OcrTE; i" lacuw�} - RADIUS PT.,.3.5• R .__- . __. ... - __ 01 V_ PROPOSED BACK OF CURB t STA. 102 +26.50, Or RT. -- - -- = -- -- PAVEMENT �I 5 P ^ ^'• w` RADIUS PT —y3'_R *RT� �I,) w © �•1�, ® _ STA 101 +79.16 Z ; _ c. �� SDMH 7'x8' REC - PROPOSED BACK OF CURB ¢ ti SEE LATERAL 77 n _ ---nl — - -- - - -- - -- - +0" SS � �- 54' RCP 1 -- — - — ' 1 PROPOSED BACK OF CURB .- at -- E \ ,r STA 100 +83.33.33 3T 110' REC. INIFT SEE LATERAL 74 / EXISTING R.O.W. - -'-'- --- _TOP OF CURB LEFT CENTERLINE CURVE N3 DATA CENTERLINE - -- 150' VERTICAL CURVE RIGHT a 0.35 40' COMM D/W RETURN <'Y CURVE N4 DATA � p - 2' 34' 13" ftT p - q• 23' a3" LT URB RIGHT 0 MATCH EXIST. O 65 LT RADIUS PT., 30' R R 1200' T 26.92' R 1200' ' MATCH EXIST. O LET N n 30' RETURN RADII ( ) t STA. 102 +31.75, 65.08' LT. L = 53.83' II) L = 50.1T (30" RETURN RADII) O _O MEDIAN OPENING NORTH OF SANDY LAKE SIGN - ° 11) C0NTRACT0R TO LAY OUT SIDEWALK AS + e CONCRETE CONCRETE J N�n: CONCEPTUALLY SHOWN WITH SMOOTH i PARKING LOT PARKING LOT 41�1Z (I� TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO DIN ll a O O ----- --- _ -'-_ -- � 8E MADE THE FIELD DUE TO SITE EXISTING R.O.W. - ------------------ --- ------ --- ---- I� — -- r. A DSCAPE, & 'S- /1V.EA EME� T ` 41� ", \ 2) CONDITIONS THE NORTH SIDE OF SANDY LAKE ROAD THE SIDEWALK SHALL HAVE A WIDTH - __ __ __ __ __ SIDEWALK L INTR cony oL Bo) _ / -- -- -- -_ - -- _ - -� ¢'�, IS T FEET HE BACKPOF THE CURB, WHERE THE Q-3` 1 •`Z-!� — — -- -- — — -- -- — — — — - — ii a .� 1 (� WIDTH SHALL BE 6 FEET NDY AKE ssM" e00= 1 3) ALONG THE SOUTH SIDE . SA i- PI STA 101 +17.79 V�RM F, �� v1P�/ ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL Ta Ste* `- e- HAVE A WIDTH OF 6 FEET. - --- 31' LT wrR cor+rnol 5�11✓T.. rv1(�$vl?�tl' \y, /60• 2T RCP 45•D - 45 Box (ec�oc re \ 1 . - — PP PROPOSED BACK OF CURB END CONCRETE t NI i� Re OcrTE; i" lacuw�} - RADIUS PT.,.3.5• R .__- . __. ... - __ 01 V_ PROPOSED BACK OF CURB t STA. 102 +26.50, Or RT. -- - -- = -- -- PAVEMENT �I 5 P ^ ^'• w` RADIUS PT —y3'_R *RT� �I,) w © �•1�, ® _ STA 101 +79.16 Z ; _ c. �� SDMH 7'x8' REC - PROPOSED BACK OF CURB ¢ ti SEE LATERAL 77 n _ ---nl — - -- - - -- - -- - +0" SS � �- 54' RCP 1 -- — - — ' 1 PROPOSED BACK OF CURB .- at -- E \ ,r STA 100 +83.33.33 3T 110' REC. INIFT SEE LATERAL 74 / EXISTING R.O.W. 280' VERTICAL CURVE LEFT k RIGHT e- -1.06' - 2 -EXIST 36' RCP lT 2 - EXIST 36" RCP - - TOP OF CURB RIGHT - I� r-TOP OF CURB EEFT ----- ----- - 0.500% LT &.RT n " - - -- -- Q .. 103.00 of Iw.00 4"_ w - - - -- W - Z -- ----- - - - - -- - - - - -- �� - -- ------------------------------------------------------- CENTERLINE E PPT PP n c i o -- — ALL a D WALL I I _ SCALE 0TALI RISVERDRUP STA 16 +45.00 HORIZON KHA STA 103 +28.89 1 49' - - BENCHMARK ELEVATION 473.51 END CONCRETE PAVEMENT CHISELED SQUARE CUT T/C AT CURB RETURN I ON THE EAST CURB LINE OF MAPLELEAF LANE, NE CORNER MAPLELEAF & SUGARBERRY DRIVE, - -- I - 200'1 SOUTH OF SANDY LAKE ROAD. EXISTING GRADE 45' LEFT ...150` VERTICAL CURVE LEFT e = .0.36 -. ,... __. .._ .. _.. ... -.. _._... _ _ I T 456 a 4 -� —87.95' - 27" RCP O D.5587 P 461.56 174:62' - 54" RCP :.O 0.300% [ 455.16 - - -'-'- --- _TOP OF CURB LEFT n. rz 4. V.V .F �. -':- - W \\ J t0 - -- 150' VERTICAL CURVE RIGHT a 0.35 U <'Y r URB RIGHT 0 9 °m .o CITY OF COPPELL N n „ rn N av l o � O _O MEDIAN OPENING NORTH OF SANDY LAKE - ° + �o + e DALLAS COUNTY. TEXAS 280' VERTICAL CURVE LEFT k RIGHT e- -1.06' - 2 -EXIST 36' RCP lT 2 - EXIST 36" RCP - - TOP OF CURB RIGHT - I� r-TOP OF CURB EEFT ----- ----- - 0.500% LT &.RT n " - - -- -- Q .. 103.00 of Iw.00 4"_ w - - - -- W - Z -- ----- - - - - -- - - - - -- �� - -- ------------------------------------------------------- CENTERLINE E PPT PP n c i o -- — ALL a D WALL I I _ SCALE 0TALI RISVERDRUP STA 16 +45.00 HORIZON KHA STA 103 +28.89 1 49' - - BENCHMARK ELEVATION 473.51 END CONCRETE PAVEMENT CHISELED SQUARE CUT T/C AT CURB RETURN I ON THE EAST CURB LINE OF MAPLELEAF LANE, NE CORNER MAPLELEAF & SUGARBERRY DRIVE, - -- I - 200'1 SOUTH OF SANDY LAKE ROAD. EXISTING GRADE 45' LEFT ...150` VERTICAL CURVE LEFT e = .0.36 -. ,... __. .._ .. _.. ... -.. _._... _ _ I T 456 a 4 -� —87.95' - 27" RCP O D.5587 P 461.56 174:62' - 54" RCP :.O 0.300% [ 455.16 - 471 --- -_____ - -'-'- --- _TOP OF CURB LEFT n. rz 4. V.V .F �. -':- - W \\ J t0 - -- 150' VERTICAL CURVE RIGHT a 0.35 U <'Y r URB RIGHT 471 --- -_____ - -'-'- --- _TOP OF CURB LEFT EXISTING ROADWAY � 4. V.V .F �. -':- - W \\ J t0 - -- 150' VERTICAL CURVE RIGHT a 0.35 BENCHMARK ELEVA ION .5 CHISELED SQUARE CUT T/C AT SOUTH NOSE _ '- URB RIGHT aD ^ :. '- W a0 OD Na. ReNSion B Doi CITY OF COPPELL HH m < < J O N < OF MEDIAN ON THE NORTH SIDE OF FIRST „ rn N av l o � MEDIAN OPENING NORTH OF SANDY LAKE - ° + �o + e DALLAS COUNTY. TEXAS N�n: ROAD ON MACARTHUR. a O O 26.82 � EX15jING GRADE 65' RIGHT ���� I m \ gos�� 27" RCP ° - 3.540% LT & RT F N � PAVING AND DRAINAGE qE OF 1T 11 OF 1l Ito 1 ��t lPff/ n •pa Hann b < b v .> . .. . . -_... . . _�� N �Q �'� Z��� ~ U U i MICHAEL ............. Wc155 .... �.. ..... ,.......� a,U > W : > > PLAN & PROFILE STA 100 +00 TO 105 +00 < 53647 75492 < JJ a r, ti & R7 ..�� n ❑ =n IGI11lBy-H01TI and ASS0ClBf8Sl Inc. i a W JK & � J J n Desgned - GD$ Ao.a - d0 /.EL i! F Job No. - 069406. am op a0 ni vn O Y U aon ri m :' U.. l-F Inr,1 nn _ _ �N ..,. .__. JC _...... __.... -.._. ...... D: •D _ ('o O N O N 4. V.V .F �. -':- - W \\ J t0 '01, v], .o .p " O I r Vl N aD ^ :. '- W a0 OD Na. ReNSion B Doi CITY OF COPPELL HH m < < J O N < U V a m N pn0 „ rn N av l o � - ° + �o + e DALLAS COUNTY. TEXAS N�n: a a O O TON SANDY LAKE ROAD RECONSTRUC + + m aO fV ° F N � PAVING AND DRAINAGE n •pa Hann b < b v .> . .. . . -_... . . _�� N �Q �'� Z��� ~ U U a,U > W : > > PLAN & PROFILE STA 100 +00 TO 105 +00 < < JJ a r, ❑ =n IGI11lBy-H01TI and ASS0ClBf8Sl Inc. i a W JK v W � W 0! � J � '' al am VIM VIM ran Wu% T_ 7mmu wm6 -een Desgned - GD$ Ao.a - d0 /.EL Date - .lJNE 1998 Job No. - 069406. J K ', J:� J 1ndlnn Inr,1 nn _ _ Cneawea - aS II I 1 i 1CONTRACTOR TO LAY OUT SIDEWALK AS \ CONCEPTUALLY SHOWN WITH SMOOTH ""sir +N rta i I I N 4-'L ,'L C \ TRANSITIONAL ARCS. SLIGHT MODIFICATIONS. Ba�CK scr, ! ' I I rn I JJJ APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD OUE TO SITE I ;,' RIB `�,rRx w1o1N�a,.o'•ril I-,- � i � 4 OQV2 2) ROAD. HE NORTH SIDE OF SANDY LAKE / t a 1- ROAD, THE SIDEWALK SHALL HAVE A WIDTH siGN �% ssw � 5wN (,e � Qy.��, , OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB. WHERE THE (a[L I tEY FFIC BOA I� , ¢ WIDTH SHALL BE 6 FEET _ `P , I 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. < I �� Pc �> ROCK WALL Pp ! .— — U. _ 7�_ °` -C - -- —_ — . - - - -_� G ui 06♦ 107 +00 - 108,00 W _ + Z s I I - - - - -- -- - - -- - - - - - -- \ suti - -- - - - - \ c., s s --Sm-- rrt ssuN r" / Pow P. S.C., p G. GC -Maxi ,zc va ` C. J\ \ I d 2"7 , L (4� n. cal•• (►5 "� �a�i h (u �� E>`1571NG R.C.W. 50 pOVe `p - covl�c,pp� CONTROL POINT #17 7039023.82955N 2440859.20807E 1/2" IR w/ RED 'CAP, "RANDOM POINT" I I I — I 1 SCALf: 1" 20' HORIZONTAL 1" = 4' VERTICAL 47( 4 0 BENCHMARK ELEVATION 473.51 CHISELED SQUARE CUT T/C AT CURB RETURN 130' VERTICAL CURVE RIGHT ON THE EAST CURB LINE OF MAPLELEAF LANE, L I' NE CORNER MAPLELEAF k SUGARBERRY DRIVE. 200'± SOUTH OF SANDY LAKE ROAD. BENCHMARK ELEVATION 456.54 EXISTING GRADE 45' LEFT CHISELED SQUARE CUT T/C AT SOUTH NOSE OF MEDIAN ON THE NORTH SIDE OF FIRST MEDIAN _ ROAD ON OPENING MAC RTHURTM OF SANDY LAKE �( 4 0 \ XISTING ROADWAY _.. .__ _._... _. ... _.- -. -__ .. _.._.._. .. _ _.. _...._ -.. RMAL CURVE LEFT .. -. ... .. .____ , \ �\ (STING GRADE 65' RIGHT t 30' VE 0.31' F_____---_____ -_ 1.9 -1l�T. \ \glll OF \11j ___ -____ -� - � _ _ _ T�, sir _ _. - -�= - � I i LK SusbN "'i i MrcHAFl........................ n£rssi ........ 53647 -- —. _-_-_ -__ _'_= L500ZI T _. - -._— -- I ��f �y E 2.3868 LT fff f �aNAI - 1.5387. RT /fflll L 1.627% RT 0.492% 450 RT 6 45( _ __ - 0.5698 LT ft /� ffr N. aeNS:m B —ail r r ti CITY OF COPPELL Mi o W m m- rn -. _.._ DALLAS COUNTY. TEXAS -0 SAN + + � � 440 PAVING AND DRAIN AGE ° < " < I, - <„ - c u < " < PLAN & PROFILE STA 105 +00 TO 110 +00 U la- p 'ha.. II !- ti r v N\ oL> N N U y� Inv F _ w W r_" Klmley m -Hom and Associates, Inc. _ = - N•. U - j tl > m o.o B fl- W^ Tms ?M 09-036-M j j W j w. j .j FF J r a& n ate. n. o:� CL cr a as - D-1— -GDS Oro�v - .EO /.El Dale - JUNE 199E .kA No - 069e06. 105 +OG 1 6 +� 1 7 +0 1 + 1 + 11 + wP•oKd Cneaee - CMS S— 64 Of �s oe/ vm osw ax I _E: 1^ = 20' u n 1 1 j RADIUS PT-, 40' R ( PARK114G L01 ) i ! I ¢STA. 3 +78.46, 75' LT. NOTE 1) CONTRACTOR TO LAY OUT SIDEWALK AS II ' CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, - STA 3+38.50 73.25 LT ' APPROVED BY THE CITY, MAY NEED TO / T/C EL$V = 498.19 BE MADE IN THE FIELD DUE TO SITE I^ i I -- - -- MATC}i E)OST GUTTER CONDITIONS _ �A c _!GkT 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK 4 a- I ` ca+ oLSR t 2 IR4.08097N, 2430519.44544E IS AT THE BACK OF THE CURB, WHERE THE I \`,I, - - - - - - - - - - - - - _ - - - - p,t>a.�,t -gos — , --t- -- 703895 RED CAP, 'RANDOM POINT EXISTING R.O.W. MOTH SHALL BE 6 FEET ' ifXISnNG R.O, W. i ,i q o -- 3) ALONG THE SOUTH SIDE OF SANDY LAKE va E_� �-- TA 4+92.10 3T LT 8 ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL lyv o I i a ¢70' REC. INLET 1 �o HAVE A WIDTH OF 6 FEET. I i� cr 1 31' ut -- - -- -4^ WL P ___ __________- '<\ 24 Wi IN 36 CAS IJC�__ - -_- -- -- -' ` — - -- - — v�IU-_ - - — "- RFMGVE- A9$T.1 -- F _ - - - - - -- - N STA 4+8 - - I - — - CONNECT T EX. 21' RCP r it _l BEGIN PROJECT — — - i° 2 _ 'r' _ _ _ W CENTERLINE (�l BEGIN PARTIAL PAVEMENT I i \ \ 20 L� SAW -CGUT i , _ STA 3+39.06 20' LT MATCM EXIST PVMT - -- 10" SS— — — — — — — — — — I MATCH EXISTING PAVEMENT ' . I -- - - - - ,, -' --' -- 1.00 z +oo V d1 --'}�\ \/ *-- - - - - - - - - - - ------- ---- 2" ELEC— mom - — R EMOVE EXISTING SIGN ? I I I L1 S -24.• GTE COND.— — -- — — ~- — I IT r I -� <1 ` >rsic uc4r ---- --6g"- I PI STA 0 +00 ! � � F n � ¢ 1 •�\ �— �.--t PVC-+ Imo- %� -�-d- 7--ri �r1,L B j ` l � In rn 7038906.53488N EYISTUJG R.O. w. - \\ n Z7.2 ID *X 2430135.03806E •,\ \ 0 ' m W °D Nc no4- p -,r4 � +_ + A Y Y I I b 1 ( N I SCALE: 1•' = 20' HORIZONTAL 1'• = 4' VERTICAL BENCHMARK ELEVATION 497 50 CHISELED SQUARE CUT CENTER OF 17' RECESSED INLET, EAST SIDE OF DENTON TAP ROAD, 150'3 SOUTH OF SANDY LAKE ROAD. EXISTING GRADE 4$' LEFT EXISTING',GRADE 65' RIGHT BENCHMARK ELEVATION 498.77 PROPOSED TOP OF CURB LEFT.- ��� ' —; CHISELED SQUARE CUT T/C AT CURB RETURN ON THE WEST CURB LINE OF HEARTZ ROAD SOUTH OF CHAUCER COURT _ - EXISTING 21" RCP LT PROPOSED 21" RCP : r TO BE REMOVED h. EXISTING GRADE 65' RIGHT _ J- �1I _ 1 ►YkAOi T � EXISTING GRADE '45'LEFT _ J i *:1EO °Tf + %l ._1_.. T1NG2A�.RCP_.�. .. ..__. _._.___. - -... `1N ALLISON �.tMICHAgaWg....: L .. E %IS - ;• 53647 �eq�,* 75492 :A Lfi- -`\- EXISTING- 18 "'WIL N my N EXISTING I4'x3' RCBC <Q n R­- 510 CITY OF CORRELL ,o n p^ c "0 :m 0 DALLAS COUNTY. TEXAS SANDY LAKE ROAD RECONSTRUCTION N i0 0 O V PAVING AND DRAINAGE N - p ___ _ - . _ _.__ -__- __ _ •_____ - -. + N PLAN do PROFILE STA 0 +00 TO 5 +00 and sT o 7M Inc. C—® W W Dwy 0H t ►1_ DI oNR1 et.r run Mor�1 Tm' 1!712 e0-035-4an Deaq�W - Co5 Aoyn - JEOi JEL Daie - JUNE 1998 Jo0 No. - O6B�06.IX W: -� SN «I 40 of .. j jt2 a I � a o -�I (�C 4-,1, 4(Zl l = ` w,,,., f `� f 1N 4 %! �1� }o„ r 9-,n"P `'4 I S s, Q �1 N 0 II y1� j((j �41n^Y 1 � EXISTING R.O.W. STA REC. 12 3Y LT m � ^ ¢70' REC. INLET z C' SEE LATERAL 2 r I �-- -- � I a i W W " I V �g _ Q 1- 8L RENOVIU L .. i l ATE CL a + q +o I PROPOSED BACKIOF CURB - - - - - T - — — - _ _ _ - W E RISER :z Q - -- -- - - - -2' G - -- - - - - - -- i - - -- - - - - - -- - ===- - - - -- 1"� (� �, W to _ RAOIIUS PT., 3' R �' - 6" c5 �yJ Z -1 _ _. _ __ -- 4 6a� 'T ¢ STA. 7 +63.92. s' T. - - _ _RCP TO BE REMO - _ _ _ —_. __ _ _ —__ _ _ -� _ IS' "LD -SwR _ - - MRiLBOi �+ V3 W - - - - - -� -- CENTERLINE ( (L) - -- - - -- -- - - -- -� - - -- - -- - 'JA— _— a_.' - - - - -- �— - - - _— _- W Z — - -- — _ — —_— -- -- _ _ -- F5 W = RADIUS PT., 3' R - -- - -- -ry - — - .. 685W -678 sh 12 (1973 - ¢STA. 6 +33.89 5' LT. ! PROPOSED BACK OF CURB N b' RADIUS PT., 3' R RADIUS PT., 3- R STA 5+00.40 36.81' RT - -- - - o - - - -- -4QNSTRUCT SDMH TYPE A ~ 5T217R 7d •60 --- - N - -------- -- -- -- ---- �'-I� 5------- ---- TESTA. 9 5' RT. TA. 8 +76.48, 5' LT +62.19, - - - STA 6 +87.00 30.00'RT o _ - - - - - - - CONNECT T'0 EX. 24' R _ - - - - - - - >,'_s ' ~ ,4 - - -- —= { - - - - - -- Q Q INSTALL CONC. COLLAR - .. _ . - - - - - G- ---- .- . -_ -'- _ -_ - -- -1 IB_RCV TU BE RrNO "ECL_ . -� -_ ___ • TEL RISER STA 7 +29.28 3T RT �'. Gr EcS =MEN' S. R, ._.¢ �.. - -- - -- -- ucc-MRw ¢10' REC. INLET -- - -- -- - -- 1 -- �-EA7 3 e PROPOSED R.O.W. -� '- --N ,n r- - - - - -- ry '---- - --T�__ 1 --- --- -- - -- s.a co M NT ° O - _ _ _ _ _ _ _ DLT_iT1 _ _ _ _ _ _ - _ _ _ _ _ _. _ _ _ _ _ _ _ _ _ _ �_ _SL._ _ _ _ _. _ ._ _ _. _ _ _ _ _ _ ._ _ _ _ _ - 10 SLOPE EASE E I o 4,3f7 (►e� 1 m e,it duty m W I) U K II K CON TRO p POINT #2 fill Ee 1 o N 3 7038878.83252N, 2431082A8BB9E o z 1 o F `�+ �� ( - - -a� - -' (112" IR w/ RED CAP, "RANDOM POINT m ! 6' CONCRETE PANEL N g o - FENCE O X O W qq � O W N 2 O N I N O, U cc O N .a- W I cV m U 4 0 n v t N i d v, NOTES- 1) CONTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY, MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB. WHERE THE IDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. SCALE' 1" 20' HORIZONTAL 1" = 4' VERTICAL _44.0 VERTICAL CURVE LEFT k RIGHT_ - - e = -2.20' BENCHMARK ELEVATION 497.80 CHISELED SQUARE CUT CENTER OF tT RECESSED EXISTING ROADWAY It INLET, EAST SIDE OF DENTON TAP ROAD, 150'± SOUTH OF SANDY LAKE ROAD. - -_- ' EXISTING GRADE 65' RIGHT I _ - - - -- - - - -_� - ----------------------- - BENCHMARK ELEVATION 498.7 - TOP OF CURB RIGHT' �- _- 7 TOP OF CURB' LEFT 07, LEFT -FT - - - - - -- - CHISELED SQUARE CUT TIC AT CURB RETURN ON THE WEST CURB LINE OF HEARTZ ROAD EXISTING GRADE 45' LEFT �'�- - - - - -- - _ SOUTH OF CHAUCER COURT PROPOSED 4" WATER LINE - - �- r- 792927.. Rte?' - - -- �. - -��. Or h� - - - - - - - - - - Rt P _itCP "EXt5BE ¢EMOJi6. - _ _.. _.. _ _ _ _ _ _ _- �, f fc S6flp� ,I�13s7'�E"S Ex75TE RE VED -� 33.24' 2i' RCP �0 9 4 0 ® 0.6927. 0 TO B / 185.10' 21" RCP O 0.8487. = o',. I "L fWV A �T�� ip "•"'t�!�. -� UI ? & n o o+' <'O K 00 N _ + a' m o In W } m o � N Ran.�on 10 50C J CITY OF CORRELL z - W °P0 e a0 °na > :� > w DALLAS COUNTY. TEXAS r'�i� n �O I! I! SANDY LAKE ROAD RECONSTRUCTION o O}p^ ra r'.N o : O UmN n d N ��U 0 PAVING AND DRAINAGE C „N j :� o U 4 ON O N N O OV N ON N Y U PLAN & PROFLE STA 5 +00 TO 1 0 +00 FO� A X 1 u . U U uN Q Nr O Q Na H �.� �� U \ ~ice V'. \ ~.� r=❑ Kimley -Hom and Associates, Inc. !0; O,n, 8ar Fan ,Feral T.v /R+ F9dt6 -689 � r S C! K U J - C'1 K J - c9 W J.K �qny _ GDS D­ - JEO /.EL Dal. - JUNE 1998 Jot N - Ob9.060 �.� J J'C J.,� J + 0 + 1 + ARR.a»a - m.a.4 - cus sn..1 41 Of 6 +00 _ %+ J9 xizeice 9X1; i I it 1 NOTES 1) CONTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH 1° o ° h �i STA 13+71 TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, STA 10 +65 I "1 ri Y + APPROVED BY THE CITY, MAY NEED TO BEGIN INTEGRAL TA RETAINING 10+65 e tl tl tl tl END INTEGRAL RETAINING BE MADE IN THE FIELD DUE TO SITE WALL L SIDEWALK r BRIG WALL r WALL t SIDEWALK WALL HEIGHT E ALK (T} �5 I WALL HEIGHT ON 2) ALONG OT E NORTH SIDE OF SANDY LAKE ED O PILLAR O BRICK PILLAR k IROt. ! BRICK PILLAR k IRON ROAD. THE SIDEWALK SHALL HAVE A WIDTH = BRICK LIAR & _ -BRICK WALL OF 5 FEET EXCEPT WHERE THE SIDEWALK EXIST R.O.W IRON ROD FENCE J < NOD FENCE — I ROD FENCE 15 AT THE BACK OF THE CURB. WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE LANDSCAPE EAS ME 'T __- ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL LE' i` 20 - ' 1. -... -! - -- HAVE A WIDTH OF 6 FEET. Q STA 13+33.02 SLR \ + ...- -. PROPOSED BACK OF CURB Q.ST. - A 2 +00.00 H. , .. _.._.... _- . ..... ._... .._. _ .. ° SLEWOFF VL. PP PP ry E eMR -- -- -- - -. —_ B• 55 •_ PP 1200 O __ I __ -__ _ __ _ _ _ —�___ ___ ___.______ —_ _ '^ _ 1 � V/ _ —_ _ ZWNN CENTERLINE (� z — CENTERLINE (C �r Z _ _ .. _ _ _. _ _ ,o... .. . _ _. ,� S 13 +63.70 26.52' RT 9 90 6'42' -- ..... - ::_ __ :.... ...... _.. __. .. _. P�'__ . _ __._ --_- _ - T 1 7.09 N CONSTRUCT TYPE B SDMH T I S A 2+5 ,e - - PROPOSED BACK OF CURB 27.07' RT REMOVE "STING SDMH — CONNECT9T0 EX- 8" RCP1- — _ _ _ _ _ --------- V - - - - -- r -- - --- -------------- - - - - -- , ---� n - - I I— !� y=— = = -___ �- dam- II _ _ems— STA -12 +50.59 3I RT, . 12+ 3. PT, ' T. STA. 1 P72 78. R GRADE GTE e-01 N T IXIS� _�,6' REC. INLET `.STA_1T +9385 BO' RT. I i o STA. 13+7278, BO' RT. � ABED W RHO— GRADE TO DI PROPOSED R.O.W. G4LVANIZED PIPE - -- �s� �KISTING DITCH r I STA- 1°p.73�'3`RT" - P.T. STA. 13+18.85 59.88' RT. 2-MATE YARD IN T7C 505.29 C. STA. 13+47.78, 60.12' R _ . RISER - -- -- -- - 83.77' RT 10' TYPE II CONIC ALLEY I 4.�.3 % — "- I, 1� I i' ;; 10' STD INLET I 8' STOCKADE A I I I Q�Q S��u STA 1S +18.96 8359' RT +� I', REMOVE EXISTING INLET 10' SLOPE EASMT. 10' STD INLET 1 REMOVE EXISTING iNIET ,A. I T _ It .� I I Ii I ` H E A �� - P G + ,1 .CHAIN LINK STOCKADE FENCE I' STA. 13+47.97, 99.39' RT. STA 13+19.04, 99.39' RT. T/C ELEV.. 503.68' T/C ELEV. - 503.96' 1 ;I i MATCH EXISTING GUTTER MATCH EXISTING GUTTER 440' VERTICAL CURVE LEFT k RIGHT EXISTING GRADE 45' LEFT P.I. STA 13 +47.66 35' RIGHT 330' VERTICAL CURVE RIGHT RIGHT T/C 506.22 RIGHT e = 1.49' 2.00011 LEFT 8 __. __ P I STA 13 +18.73 35' RIGHT RIGHT T/C 506.80 330' VERTICAL CURVE LEFT _ — - ` -. ._ _.. _ 1.. _ 4' VERTICAL _ 5� O — -- —.. a >: 149' - - _ _.... ... _ _ -_ _ _. _ SCALE. i = 20 HO 1 L . - - .. ` EXISTING ROADWAY �. �.� .._ "'- 2.000\ BENCHMARK ELEVATION 497.80 EXISTING GRADE 65' RIGHT •.... RIGHT TOP OF CURB RIGHT CHISELED SOUARE CUT CENTER OF 1T RECESSED INLET, EAST SIDE OF DENTON TAP ROAD. 150'± \ TOP OF CURB LEFT SOUTH OF SANDY LAKE ROAD. PROPOSED 8` WATERLINE �C ���` •— BENCHMARK ELEVATION 498.77 EXISTING STORM SEWER MANHOLE ` ` CHISELED SOUARE CUT T/C AT CURB RETURN . _ EEVSTTING D17CH \ ` \ ON THE WEST CURB LINE OF HEARTZ ROAD �Oa (u\ TO BE REMOVED - �� -� SOUTH OF CHAUCER COURT _...XISTING 48` RCP 74.01 4 ®4.220.9 — - — _ _ Ado � Tfy�l f � T _ _ —. - = L - �{..... L X. AW ON .-e i •Wt.... .. TY .� o : — — _ _ EXISTING 48" RCP S�.,T/„ _ : IW i �I� C °' • � - = — III \ \l\\\ -+ N { Nh N N . .... _.. _.._ _._ -_.. _.. .... _._ - _._ K __..._ i.. _. O___ -. _. _. _. + Vo Na. ReNaon B le CITY OF CORRELL x RP DALLAS COUNTY. TD(AS 4 N W+ N ~_ N SANDY LAKE ROAD RECONSTRUCTION o tl r U ° U e n•tl j 4 ip �'! > j' n m tl j 4 °mn �.^ nm ,n.;c <. °o vni rnO1 rn ^ ^ a z a e� n aJ -- - -..._ _...--- . -._. _.._. - +p'o tp O .p .1] ^ O+ N O� + d W n q0 r ^ { r f n �O + q 1(1 f < 0 0 _ o _ m _._ ° _ _._ , It- _,�,o_ <b _ ,;o._ ,,o - -- _ PAVING AND DRAINAGE NU \ U \ N �J \ \ N ° cm r \ N J \ \ PLAN at PROFILE STA 10 +00 TO 15100 CI 0_n iCttnlBy -HOm and Assodat85, Inc. SM are, err ro w- 1es Ito¢ enmeaen (DS Dra.n - JED /.EL Dole - JUNE f 998 Job No - 069106.0 104.00 11 +00 12+00 13+00 14 1 + ro — - a,ea�ee - -s se.l " o asn9re STA 17 +0492 106.75' LT jl i I TORM DRAIN CENTERLINE nmvf DATA EXIST. - 501.40 ( i I I G- �'• A R T Z R D. CURVE Mi DATA v C ` MATCH E70ST. GUTTER G = 8 04 p9' J , R - 100' 4 i� ,-z C3q R - 1000' STN CONSTRUCT 57 101.76' LT T - 20•� T - 70.5334' o coNSTRUCr sDMr+ TYPE e I I L - 41.09a6• �} ,1.4 (213 t •• a awt pliti,KA.. L - ,4o.6335' 47 SEE UT a "K PT STA 17 +03.74 54.7r LT I STA 17 +55.09 106.50' LT n STA 15+40 50' LT Olt (W-0 NO'^ T C - 503.06 I q \ T/C - 501.27 Cg y� y�, [♦.� rm tv✓ r C - It, 3' DROP INLET �F/4ka REMOVE EXISTING SEE UT 7A r PC.PI STA .17 MATCH EXIST. GUTTER DROP INLET, 18- RCP 7038954.00106 N. 2431832.87162E J L I' 68.14' LT t5' LANDSCAPE k -- DO NOT REMOVE y� °u ✓k PLUG O 48' RCP 1/2" IR ../ RED CAP, 'RANDOM POINT " BRICK WALL WALL EASEMENT LANDSCAPING i STA 15+97.47 41.72' LT 24' MAS PC STA 17 +52.10 67.53' LT ARM T C - 50277 CONNECT TO E]C 60� RCP STA 16 +71.76 LT / _ - 6S 90'26'59• EXISTIN R. RA[yU5 PT 30'R / LJIT. 7A - TA 17 +23.31 1.26' RT A 17+64.,2 65' LT EXISTING R.O.W. R 0 W -" Q SANDY LAKE RD. =-- - - - _ PROPOSED R.4:W, _ RADIUS PT 30�t -- Q cr p = 8 04 3.6 V PI STA 2 +00 HEARTZ S. � . PI STA 174' 09' 2.48' RT STA 17 +24.75 1.33' RT 90'18'53" Q SANDY LAKE RD = LE i' = 20 V ;:: \, _ I --- i �j - ,y_ -: I _ _ PI STA 2 +00 Q HEARTZ N. ter_ 16441 v Lil PROP- OSED-SAO(�F �:1� -- . - < � STA 15+92.89 37' L STA 16+06.47 3717 __ - - r- END RET G WALL Q INLET - -- e' SS -_ _STA 16+50 43 RT s _FE i lei -- - - - 4wx_F]95lwG n __ - __ _ _ ��_ _ - -- - -- --- - PI- STN-16 +03.06 30 06 LT �, _ _ - F..- 24- RCP wars swa STA 15+65.48 4' LT N 40' MAST R6i - r� - 2 G -o- DETAIL SEE UT 6 2• G_- eO CT-2 -- -- -- -_ _ _ W STA 15+34.2Q 4j. �T - - --�_ - - _- / it a "a7 - '`-- �- NOT TO SCALE -t - prsF� Z CONNECT TO EX 341RCPI STA 1 60 25 STA 13+32 24' R IN DO SDMH o f1QJDO TO J ' 1 ADJU EAST GRADE N STA 16 +7562 s' LT - - OPOSIED BA - - - - - p m -- - PR BACK OF CURB - - --- L6 _ - -- - - - - -- - - -- ----------- -- -_' RADIUS PT., 3R TERLINE ( ttI - y ST7�16+10.23 61iT- - ---o -- -- --- - - -- -4 ------- - - -- -- - - - -t- - -- RAdt)S Jam- - - ->E UT 110 -T GAS MA - -`°• RCP 70 BELL' Ru -- -�^- - y�,1_, $ ,' - 1 CONTRACTOR TO LAY OUT SIDEWALK AS _ - I " N O1 i CONCEPTUALLY SHOWN WITH SMOG M- '-- - -�""" "- "- - - -- I -- - - - - -- '\ + APPROVED AL RCS, SLIGHT MAY NEED MODIFICATIONS, �� dp• - - -- BE MADE IN THE FIELD DUE TO SITE . n 44W wAr .. r I r �, QSS. 4' • -- t,.. -- - 4 CONDITION 1 - 0 2) ALONG THE NORTH SIDE OF SANDY LAKE �O4 I I I aVE t- "��� C EXISTING R.O.W. TEL ft " ROAD, THE SIDEWALK SHALL HAVE A WIDTH � OF 5 FEET EXCEPT WHERE THE SIDEWALK - IS AT THE BACK OF THE CURB. WHERE THE •r STA 13+SS 47.3' RT RE WOODEN D REIE TO BE Q ,n' I - 1 r'^ PROPOSED R.O.W. 3' SLOPE ESMT j-' 'CONSTRUCT APRON -�� �L�l REMOVED AND RE1�1710E,a ___ _ _ __ I .. MADTtt SHALL BE 6 FEET STA 16 +74.53 65' RT * W s 1 3) ALONG THE SOUTH SIDE OF SANDY LAKE �,.._ Odb1NFT TO 21' RCP MiTH a FT FENCE 42' MAST ARIA W �' I RADtt1S,PT. 30' R - CONTR + ° 4 `Zl '3C1O� ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL SEE RET`,WALL DETAI TOP OF NEYV WALL u r - 107 Lf) PT ST 55571' RT N RAADIUIS PT 30 R' RT II 'Q-�Q Sr Jle.u. -1u-� HAVE A WIDTH OF 6 FEET. / T - 506.60 v $ PC STA 17+ 7.43 6285' RT �# II Q(^'`^ p sa 1 Ur • 107 LF OF B FT I. 24• M I J T/C - 505. + j ^�p Ot STA 17 +26.9a 29.36' RT lEM ARY CHAIN I C} i l %. I �" o ARM 9 CI + r a I G�Gr�G - CONNECT 48' RCP TO EX. SDMH FEN DURING WALL I 4 n V ' 1 J US1IE SAL AGE E70STING m f 1 PLUG EAST t T SIDES OF SDMH vto i CONTRMIJR BOX. POLES, R SPAN CON -ION MIRES DELIW TO CITY. Q t� 1,Qi- Z� ' ✓ P.I. STA 17 +03.78 35' RIGHT P.I. !STA 17 +39.25 E5' RIGHT 340' VERTICAL CURVE RIGHT A e.oL Q 5 � �+d"`� RIGHT T/C 505.10 RIGHT T/C 505.71 e - - 0.98' P.I. STA 17 +03.00 35' LEFT P.I. STA 17 +49.65 35' LEFT EXISTING GRADE 65' RIGHT 300' VERTICAL CURVE LEFT, COIf>Q: Q ��) ¢ ov e.. -- - - - 1 -0.98' 1" = 4' VERTICAL Crt a LEFT T/C 50335 / i O 330' VERTICAL CURVE RI T - LEFT 5 . 3 - __ - - -- - - ALE. - _. - - - - - -- i ':44'- -._._._ ._.- - -- - -- -- ---- ..__-_--'.._.____ _. T C 040 SC t .20 HORIZONTAL C TOP OF CURB RIGHT � ---- -� J EXIS7NG RT INLET 330' VERTICAL CURVE LEFT TO BE REMOVE l OF CURB LEFT BENCHMARK ELEVATION 497.80 e 1.49' - CHISELED SOUARE CUT CENTER OF 17' RECESSED EXIST SDMH EXISTING ROADWAY INLET, EAST SIDE OF DENTON TAP ROAD, 150'3 SOUTH OF SANDY LAKE ROAD. i t.600f. LEFT 8 RIGHT - - - - - -- - - -- - - - - - -- - - -' --- --- -- - - --- - - - - -- -- -- --- --- -- --- --- - -- -- - -__ ------ ---- - - -- - -_ - -___. --- ._ -_. --- - -- - -- - - - -- - -- - -- - -_.... ___ --- --� _ ._..-- - - -- - -- --- -- - - - -'- -- -- - --- - - - - - -- -- - - -- - - --- ._.__.-- - - - -_ ' - - -- -- - - -- -- --- - - ---- -- - • I _ / ! BENCHMARK ELEVATION 498.77 EXISTING GRADE 45' LEFT CHISELED SQUARE CUT T/C AT CURB RETURN -2 -00 LEFT kRIGHT -.- - _ _ L CER C._ HEARTZ ROAD-- - - -- )O REMO Xi TING - -- -- -- _.- - - � SOUTH EOF CHAUCER COURI� T - - - -- - -- -- - - _ _ I REMOVED I I- RCP RT TO BE UI v '.N I !, E %ISTING 48 EXISTING DROP INLET i- - -- __ -- - ___ - -.- _ -- _ _ -_- -- '•• RCP LT _y :Lt • %i...__ �.......ii .. ...• •�.. - - --- TOBE.REMOVED _- ._--- ....__..____._._..__.._. -._ _.._ _._____ __ -- - - - -_._ --- ._._.. - -- -- ---- - -_. - -- ........:::!!.°.i'....� I- r.......... ..� I _. - - _ _. _.._ -._ r ALLISON .1� y ON � 16�711� O• � 78412 _ y 53647 0. ♦ •' "a1STF.'}:� ��- ♦ EXISTING 48' RCP IJ I 1 I I - - - - - - - - - - y,�fss It ♦I�fII� •.L E:- II JI� I I m ,�•� -7 3r > (' /' 4.70 � L EXISTING LT 60' RCP -- -- -- - -'--- - - - --- __ -__. -- --- ----- --- �-- - -- - -- � --- -- -- - - - -- - -- ---- f-- --- - - - -- -- -- - - -- - - - -- Y ; - Of O. �.1 �p ppp �- �p p ph ,rj N a J Nn n N '.. . _._._._ ____ _ - ._________ b... -.. _..__.__ _ _. __... -. _ -_.__ n 1\ ADDED FE1/fi 910 MOPED WALL VM11 07 /3I - " -_ � 519 t }` '� � Ne. R.wwn 6 Dot N vl � � 1 + a0 1 m 1 + u 1 < v' w �,D + u 1 <.1 1 u m �mn °a 1 v CITY OF COPPELL W v + v ,0i 1'+ > m N,°D \ ° mW ^ m + F F DALLAS COUNTY. TEXAS <Wr 'r b +V <�\ +rJ1- U �. " -- SANDY LAKE ROAD RECONSTRUCTION N H N 1 Q � " W PAVNG AND DRAINAGE 480 o; OI0 0 ,6 N + ^0 _m c6 PLAN d PROFILE STA 15 +00 TO 20 +00 � O°N O OF, N� pVb.J +� ❑Mn ft*HomaWAmciaKkr_ 0-p Mr M 1YA To- HQ MYiM! ODS Drove, - ,EO /.El Dat. - A1NE 190! ,lo! N0. - 069401. 1 J 1 ,p,,a _ 10­k. - CMS I 1-t A of 15+00 16+ oM1A/ mu w i 4- N J 9 p O n W � �m w �R en p l•D O J JNo Z+o 'I A 15'. LANDSCAPE Jc . WALL ESEMENT ._ J EXIST R.O.W. 20' 00, Gm A A ul �. Z BRICK WALL STA 22 +50 52' LT 4' DROP INLET w/ - - 8' APRON CONTRACTOR SHALL GRADE TO DRAIN STA 24 +73.80 3r LT 4. 10' REC. INLET SEE LATERAL 15 BRICK WALL 21" RCP i ♦/ 1�NTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY. MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB, WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. TC. S8R iNL ' A 24' RCi' STA 21 +94.40 3TRT -- �— -- S �TA-24fII3.6B, 56'RT T. DE REMOVEc Cl "EC. RADIUS PT., 25' R E_ ;t STA 22 +98.90 60' RT 4.10' STD INLET T/C 508.61 GTL rs:v _ , -_ SEE LATERAL 11 ._ -- - - -- _. --� - SEE LATERAL 12.- -_ N PROPOSED POW n P6' STA 22 +7,3.91 59.17 RT -- e�iA ezr �- RADIUS PT.. 25 R ! 4; (Z,� T -- ' =1^ - - --� CON70� POINT N4 n z W STA 22 +73.82 61.76' RT - F11 °_ "IIJ:• R.G.W. Z + - STA 22 +20.65 60 RT S��r Co0Uf2 -e - > o W 7038929, 45383N, 2432260 53846E N o Qi PT STA 22 +45 84 6Q83 RT y/ z n z 1/2" IR w/ RED CAP, 'RANDOM POINT" - m o y i- w NOTE: LONDON WAY IS A PROPOSED STREET. CONTRA TOR e(AAMQ - - - - BLDG SHALL COORDINATE WITH THE Cl Tr THE CURB ELEVATION OF I pp + CENTERLINE m N I Z o A ' ~' m CURVE N2 DATA n n THE SOUTHERNMOST CURB RETURNS. If ILONDON WAY HAS o z' `� n ° ,°., BEEN CONSTRUCTED PRIOR TO CQNSTRUCh10N OF SANDY LAKE z z o x Q = T 39' 12" J� T�1 L '�.�' L� 'J 1' - ,�i ROAD, THE CONTRACTOR SMALL ATQH E (EXISTING CURB `v 1 i' �' /"�. I rn rn W < R = 1000' LEVATI OF LONDON WAY. - - - �c z� T = 66.8874' I I ( ��- -- z iV <- L - 133.5759' BLDG 340' VERTICAL CURVE RIGHT e = -0.98' SCALE: 1" = 20' HORIZONTAL EXIST DROP INLET RT 1" 4' VERTICAL 300' VERTICAL CURVE LEFT — _ — __ —._ —� _ .. TO BE REMOVED - - - - - �/�- --- --- e =':- 0.87'. _. ...... ._ - ._.. . - I EXISTING GRADE 65' RIGHT EXISTING GRADE 45' LEFT BENCHMARK ELEVATION 497.80 : EXISTING ROADWAY 4. CHISELED SQUARE CUT CENTER OF 17' RECESSED _ TOP OF CURB LEFT TOP OF CURB RIGHT INLET, EAST SIDE OF DENTON TAP ROAD, 150'7 ' SOUTH OF SANDY LAKE ROAD. 0 1.600% LEFT BRIGHT _- ..... _. ... _. _ _ ._..... _ _... _... _. _.. _... _..... .. - ...... .___ ... .. __. _O 7 �_ BENCHMARK ELEVATION 498 77 _ 1% LEFT& RIGHTS g v — _ - 0.5007. LEFT /c RIGHT — — — — — -- — — — CHISELED SQUARE CUT T/C AT CURB RETURN OPOSED 2 WATER LINE J _ �- --- — ON THE WEST CURB LINE OF HEART% ROAD - -/ SOUTH OF CHAUCER COURT - _. .. .. _ -. EXIST ?4. -.. L TO E _'RE RT �PtEOP vE0 211.02' 21" RCP ® o 1. 277 .._ f a IA R WH8.81' 30 "RCP K .e f 7.152%. ..._._�d ;1f535AZ 0 -••�. .....75492_.....:.., o ,., rn_. �frS /E -WOE 229.50' 21" R0 09. ONAL o 498.88 ra r & F -°o anD y II [ 496.93 to c5 4 0 n N � U r� U J � lli 507 NIW �� D: m 22+70 50 PI _. _._ _- �p ... - __ STA - - - -- -E N - Q 45 CENTERLINE (� N STA 24 +85.34 30' LT C M d - - - - __- ___4'-_- - - - - m _- ___- __Y22+0p - -- -_ - ____ —___._ __ -- - —�°y- _�_ ___ - W - -_ - -- - -- " + _ _ -- -- -- — ---- - - -- - - — - -- - -- w i- z STA 24 +22.19 STA 24+56.36 3TRT S 24 +85.83 Z . -nc, --- --'�— -- - -- - - - -'-0 m 7- J 27' RT 4.10' REC INLET 2T RT 14 21 RCP m -0 a d CONNECT 21 RC CT SEE tAT CONNECT D _ - o STA 22 +05,67 _ 1i�i --- --2$'. - - - PROPOSEBBACK OF CURB --- "---- ---- - - - _ -- --rMAi Dr_ _ _ -- — — -- - -- � - --- — -- ~ sew -cc o� - - -- -- --- n. • r -- - -_.._ 60' 30• RCP %v \6 30' RCP ti• WFL _. - .. _.... B S$ _ � �• _ / r Gv IA -1--- _ It 5 1�NTRACTOR TO LAY OUT SIDEWALK AS CONCEPTUALLY SHOWN WITH SMOOTH TRANSITIONAL ARCS. SLIGHT MODIFICATIONS, APPROVED BY THE CITY. MAY NEED TO BE MADE IN THE FIELD DUE TO SITE CONDITIONS 2) ALONG THE NORTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK SHALL HAVE A WIDTH OF 5 FEET EXCEPT WHERE THE SIDEWALK IS AT THE BACK OF THE CURB, WHERE THE WIDTH SHALL BE 6 FEET 3) ALONG THE SOUTH SIDE OF SANDY LAKE ROAD, THE SIDEWALK /HIKE -BIKE PATH SHALL HAVE A WIDTH OF 6 FEET. TC. S8R iNL ' A 24' RCi' STA 21 +94.40 3TRT -- �— -- S �TA-24fII3.6B, 56'RT T. DE REMOVEc Cl "EC. RADIUS PT., 25' R E_ ;t STA 22 +98.90 60' RT 4.10' STD INLET T/C 508.61 GTL rs:v _ , -_ SEE LATERAL 11 ._ -- - - -- _. --� - SEE LATERAL 12.- -_ N PROPOSED POW n P6' STA 22 +7,3.91 59.17 RT -- e�iA ezr �- RADIUS PT.. 25 R ! 4; (Z,� T -- ' =1^ - - --� CON70� POINT N4 n z W STA 22 +73.82 61.76' RT - F11 °_ "IIJ:• R.G.W. Z + - STA 22 +20.65 60 RT S��r Co0Uf2 -e - > o W 7038929, 45383N, 2432260 53846E N o Qi PT STA 22 +45 84 6Q83 RT y/ z n z 1/2" IR w/ RED CAP, 'RANDOM POINT" - m o y i- w NOTE: LONDON WAY IS A PROPOSED STREET. CONTRA TOR e(AAMQ - - - - BLDG SHALL COORDINATE WITH THE Cl Tr THE CURB ELEVATION OF I pp + CENTERLINE m N I Z o A ' ~' m CURVE N2 DATA n n THE SOUTHERNMOST CURB RETURNS. If ILONDON WAY HAS o z' `� n ° ,°., BEEN CONSTRUCTED PRIOR TO CQNSTRUCh10N OF SANDY LAKE z z o x Q = T 39' 12" J� T�1 L '�.�' L� 'J 1' - ,�i ROAD, THE CONTRACTOR SMALL ATQH E (EXISTING CURB `v 1 i' �' /"�. I rn rn W < R = 1000' LEVATI OF LONDON WAY. - - - �c z� T = 66.8874' I I ( ��- -- z iV <- L - 133.5759' BLDG 340' VERTICAL CURVE RIGHT e = -0.98' SCALE: 1" = 20' HORIZONTAL EXIST DROP INLET RT 1" 4' VERTICAL 300' VERTICAL CURVE LEFT — _ — __ —._ —� _ .. TO BE REMOVED - - - - - �/�- --- --- e =':- 0.87'. _. ...... ._ - ._.. . - I EXISTING GRADE 65' RIGHT EXISTING GRADE 45' LEFT BENCHMARK ELEVATION 497.80 : EXISTING ROADWAY 4. CHISELED SQUARE CUT CENTER OF 17' RECESSED _ TOP OF CURB LEFT TOP OF CURB RIGHT INLET, EAST SIDE OF DENTON TAP ROAD, 150'7 ' SOUTH OF SANDY LAKE ROAD. 0 1.600% LEFT BRIGHT _- ..... _. ... _. _ _ ._..... _ _... _... _. _.. _... _..... .. - ...... .___ ... .. __. _O 7 �_ BENCHMARK ELEVATION 498 77 _ 1% LEFT& RIGHTS g v — _ - 0.5007. LEFT /c RIGHT — — — — — -- — — — CHISELED SQUARE CUT T/C AT CURB RETURN OPOSED 2 WATER LINE J _ �- --- — ON THE WEST CURB LINE OF HEART% ROAD - -/ SOUTH OF CHAUCER COURT - _. .. .. _ -. EXIST ?4. -.. L TO E _'RE RT �PtEOP vE0 211.02' 21" RCP ® o 1. 277 .._ f a IA R WH8.81' 30 "RCP K .e f 7.152%. ..._._�d ;1f535AZ 0 -••�. .....75492_.....:.., o ,., rn_. �frS /E -WOE 229.50' 21" R0 09. ONAL o 498.88 ra r & F -°o anD y II [ 496.93 to c5 4 0 n N � U r� U J � lli 507 NIW �� D: m h - A p N' - -• N C M d + ._... NT 4 - m -0 8 Da .. ... . _. - .. _.... �h m No. ReMtlon It 5 J r N ry d n a n m i- a CITY Of COPPELL N c2 a J N J a oo VN "' <N II 'O <d 11 N W DALLAS COUNTY, TEXAS d rv� SANDY LAKE N n n O cf tOO 2 n OV) I PAVING AND DRAINAGE 0 a m o o m o _ m m6 O n N .6 00 N n m C n m m O N 7.m m O O N m »O � n �;n pn - � PLAN & PROFILE STA 20+00 TO 25 +00 .m ,g O n O n On n V U U H U F ❑tea KIIRlB)I HORI Associates, Inc. U W'V w.� =OIOri Seel Rrl Maier Ter RIOt Md>bMe w W -'q J W ¢ J j2 j J� DaaN^ea _ GDS DrOrn - JEOXJEI Data - .Ali'IE 1998 .NO Ne. - D69406 J W W ; J_ 4+ 25+00 Apx-d - CNaaae - CMS 9Aaa1 4(p DI 21+00 + aarm /ae ie:m ea