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I - � \ / / � - -_ \ \ '\ \ \ \ ' 1 / / \ / / - - WALK PARKING LANE LANE LANE LANE PARKING WALK WALK LANE LANE LANE LANE WALK WALK LANDSCAPE PARKING LANE LANE LANE LANE PARKING LANDSCAPE WALK - \ \ � - / / / \ \ \ \ . .r 0 ' I / / / '\ - / / -\� STALL STALL I I LANDSCAPE I I AREA STALL STALL AREA I \ - / J\ \ \ \ \ / / / \ -� / \ LANDSCAPE SEE �NAREA PE SEE AREA \ \ \ \ j - \ \ \ \ L LANDSCAPE V \ 1 0 / � / LANDSCAPE PLANS - \ / / / \ \ \ / - AREA AREA LANQSCAPE _ \ / - '� \ / / \ \ \ S + � I j / j - / / PLANS I STYE SITE \ A �, I / - - - (SEE (SEE S TURF SITE � \ - / / i � / - / I t t I �`EENT I I �� ENT I I 0 T // \ V / / \ I� I / - - / / j -� \ �VELOPM DEVELOPM I I i �� \ / / \ - '\ \ \ \ \ I // ' / / _ j r PLANS) I I PLAN) I I F LOPMEN _ \ \ / r / / \ \ \ \ \ / � �- / - / / 6' INTEGRAL 8' INTEGRAL B" INTEGRAL B" INTEGRAL 8" INTEGRAL 8" INTEGRAL DE`/E � ° ° �'' / / (TYP) °• crwrt ) ( ) 9" CONC or, ron_ ( ) I ( ) (T) PVMT (T)1 CURB (TYP) _ \ \ / \ \ \ \ CURB TYP CURB TYP CURB TYP CURB TYP CURB TYP PGL L 9" CON PGL R / \ - J \ \ 1 \ ' / - - `- __ - - SITE I I 2X MAX PGL (LT) I I PVMT I PGL (Rid I - . -r T r i =- - - - _ , - -- - - - - 2% MAX SITE I I 2% MAX I PVM 2X MAX I I I 12X MAX I I 2% MAX I I \ \/ L - ��\ \ / DEVELOPMENT 2% TYP I g" 2% TYP 2X TYP 8" 2X TYP DEVELOPMENT _ \ ^GL LL) , SITE �. �.� �.� 2X TYP - - -- � r . FUTURE SATE i 2% TYP 2% TYP 6" 2% TYP 2% TYP g' 2X TYP \ \ / / �.� ��� �. (cam - �. .- �. .� -_ (SEE SITE ._ ...r � -. -. � _ �. .- � �. �. _ .. r , _ - DEVELOPMENT � _.-. _. ,. ... \ \ � / \ \ \ \1 1 - _ \ �- � \ \ \ \ \ \ I I i � ` "+ / / / PLANS) I 5' t 225' t 225' t I I 1' I PLANS) I 5 t 24.5 3 24.5 t �) I I 5' t 16.5' t 16.5' t I I 1' 43-.±- ' ` � \ \ \1) 1 / - - - _ \ \ \ \ \ \ \ I I . I� ' �� - - - - 1 1 (TYP) -1 1-- - - N0. 3 BARS ON 16® O & 0 0 1 ST & 3. f 0 0 Q ( ) ® \- \ r //_ - \ // / \ \ \ -�, \ \ i III // I / / / / - - - - _ ST 3' t O -I N0. 3 BARS ON 18" ST � \ ,J \ \ \ I -/ \- / I,/ / /` O CTRS. BOTH WAYS _ \ / \ �\ / 6' LIME -TREATED SUBGRADE COMPACTED TO 95X � / - / � N0. 3 BARS ON 16' STD PROCTOR DENSITY \ / / -_ -_ i \ \ _- I - / // _ - - _ CTRS. BOTH WAYS 8' LIME -TREATED SUBGRADE COMPACTED TO 95X \ / ,- � � \ \ ( � � - / / - - - - - - STD PROCTOR DENSITY CTRS. BOTH WAYS ALRNATE 1: - / - - \ - / - _ \ \ \ 1 L - - - _ \ ) / - - \ / **ADD 1' THICK CONCRETE IN LIEU OF LIME TREATED - \ - - - - \ ALTERNATE 1: 6" LIME -CREATED SUBGRADE COMPACTED TO 95% ALTERNATE (REFER TO GEOTECHNICAL REPORT) �_ �- ` - � \ j - _ - - \ \ \ \ \ \ \ \ \ \\` _ \ \ \ \ / , / - \ **ADD 1' THICK CONCRETE IN LIEU OF LIME TREATED OLYMPUS BOULEVARD STD PROCTOR DENSITY OLYMPUS BOULEVARD ALRNATE 2: \ CYPRESS WATERS BOULEVARD AL ALTERNATE 2 GEOTECHNICAL REPORT) ALTERNATE 1: 1 3 TYPICAL SECTION PD741) **ADD 1" THICK CONCRETE IN LIEU OF LIME TREATED / I ( ADD 5' OF MOISTURE CONDITIONING _ - - - - - TYPICAL SECTION (P D 741) ADD 5' OF MOISTURE CONDITIONING �/ (� SUBGRADE (REFER TO GEOTECHNICAL REPORT) �--IF TYPICAL SECTION P D 741) ( r- \ \\-.� \ \ \ / , / /� � REFER TO GEOTECHNICAL REPORT) (REFER TO GEOTECHNICAL REPORT) STA 164+50 TO STA 174+00 ALTERNATE 2 � \ I 1 � - \ \ / / , / / - \ STA 76+00 TO STA 85+00 STA 176+00 TO STA 196+00- - ADD 5' OF MOISTURE CONDITIONING (REFER TO GEOTECHNICAL REPORT) PROP ROW PROP ROW CYPRESS WARS BOULEVARD PROP ROW PROP ROW PROP ROW C. I1216' ROW 105' II I 113' I 15' 40' 1oD` 40' 23' I 1 15' I 8' 9' 18' 11' I 11' 10' 40' 1 40' 10' 11' 11' 18' 9' 14' 1 1 6' 9' WALK 60' PARKING LANE LANE LANE LANE 60' PARKING WALKI I WALK NDSCAI LANDSCAPESTALL STALL LANDSCAP AREA AREA I I I AREA SEE I LANDSCAPE I I 0(SEEol 1 I PLANS I 1 DE, I& I WAIT E SITE Plq S� VINTEGRAL I CURB (TYP) INTEGRAL� rn, nt I I I 9' CONC orr ror�_ I CURB (T�fP) I FLANS) I CURB (TYP) - I 2% MAX I �`.� 1ars. -- - :Or.4-' � •. ;`, rr-,-.:....., ::.-i 1s�-...� PVMT ...- \..., I 2% MAX I 2 ti MAX 2% TYP 2% TYP •.-_c r-::•,• ice... -_ :: �^rr:. 2% TYP 6' 2% TYP -` FUTURE SITE 5' *1 66.5' t 55.5' t 11'1' DEVELOPMENT Y NO. 3 BARS ON 18" & 3' 3 0 CTRS. BOTH WAYSST � 8" LIME -TREATED SUBGRADE COMPACTED TO 95X O STD PROCTOR DENSITY ALTERNATE 1: -'\ **ADD 1' THICK CONCRETE IN LIEU OF LIME TREATED \ r V D R D C C \AI A TD R C ROI 11 D\/ A P n SUBGRADE (REFER To GEOTECHNICAL REPORT) v„ ,\LJJ rrr„u\.� vvv __vr„\V ADD 5! It 'L' E(\ "/�// /�j TYPICAL SECTION PD741 ADD 5' OF MOISTURE CONDITIONING ( � (REFER TO GEOTECHNICAL REPORT) STA 85+00 TO STA 89+52 STALL OLYMPUS E 1 102' ROW PROP ROW 30' 17• 1 11' 8' 11' 6' I 9"CONC PARKING PGL (LT) PVMT STALL PROP ROW 30' 17• 1 11' 8' 11' 6' I LANE PARKING LANDSCAPE WALK ST STALL AREA Q 8" LIME -TREATED SUBGRADE COMPACTED TO 95% I STD PROCTOR DENSITY INTEGRAL ICURB PGL (RT) -.\I ALTERNATE 1: F(TYP) - 2% TYP 1 - - - 6" 2% TYP 2% TYP 6" - -- - - ---- -_- 1 2% TYP 2% MAX1 I 5' 3 16.5' t 16.5' t t I I 1' 4-3- S -TA: 80+84.17 -ELE-V: 503.59 AD: 3.00% K: 33.33 100.00' VC ST LOW POINT ELEV: 501.58 LOW POINT STA: 174+29.03 PVI STA: 174+50.25 PVI ELEV: 500.80 I_ / J.JV7o K: 60.61 _ ' 200.00 VC ,, ,r, NO. 3 BARS ON 18" Q 8" LIME -TREATED SUBGRADE COMPACTED TO 95% CTRS. BOTH WAYS STD PROCTOR DENSITY ALTERNATE 1: 528 528 "ADD 1' THICK CONCRETE IN LIEU OF LIME TREATED ^ ai�NpT (REFER TO GEOTECHNICAL REPORT) \ 01 V A A D I I C ROI 11 P'\/ A R n 548 o N VL, lull VJ VVVLLyr„\V ADD 5' OF MOISTURE CONDITIONING TYPICAL SECTION (P D 7 41 ) (REFER TO GEOTECHNICAL REPORT) STA 196+00 TO STA 200+00 K: 44.44 OLYMPUS BOULEVARD CYPRESS WATERS BOULEVARD 532 PVI STA: 165+97.43 PVI ELE :511.88 ° It . r M N S -TA: 80+84.17 -ELE-V: 503.59 AD: 3.00% K: 33.33 100.00' VC LOW POINT ELEV: 501.58 LOW POINT STA: 174+29.03 PVI STA: 174+50.25 PVI ELEV: 500.80 I_ / J.JV7o K: 60.61 _ ' 200.00 VC ,, ,r, HIGH o V: POINT STA: 183+88.89 PVI STA: 184+00.00 PVI ELEV: 519.79 An: m r,ncV 532 528 528 HIGH POINT ELEV: 498.49 HIGH POINT STA: 197+12.55 PVI STA: 197+12.50 1 PVI ELEV: 498.87 „ „ten, - Ali z VV7o V' TA: Lg5+ K: 74 X95 PVI S1 A:195+25.00 15000 VC 524 548 o N 544 r r 540 K: 44.44 200.00' VC N 524 Fi g +in It 4o � 04 LIDTm L61- + vC) w PVI ELEV: 496.99 r, v 52^v `- r I- � +�kl Li, + 0 N +- +� Lh ------r- -O- (ii > Q 520 ____ - + 0 0 0 0 00 LO 532 r �N 0)0 516 a civ m 00 m w In �Ln w Gi > ..> ..> r_ Lw _ i LO r cii Lw >> (L (L pw m w 516 O,- 0 �� "t 0�t (n w - rn >_j > 528 PGL LT RT r- C'4 N o L_ N , 00 J qr- 't c6 + I- °° o LO 0 It Lo LCi rn ,t 51,2 512 1 �O' V - V 508 508 ° - \PROP 504 __.. U U 0 U _ > 1 m ? _ w 90 J 516 - 504 i mm _ � h- J w - •00 500 � 500- -I- -> 496 S \ d 0 o 512 � - 0.4 % O 496 492 @ �- \ POP PGL LT/RT 492 488 484 480 > _ LLJJL­j x oC w .v `" x x x x x SCALE: , = 100' HORIZONTA 1" = 10' VERTICAL N 00 It 0 r r LL � 0 1`0 to m 0) o 9) - O 0) o 9 IO O rn 00 t0 IAN o EX GR UND � o M 't � � � 10 "t ©CL Ln !h - � � T �- N 00.5 (0 . I� � - 4 T 488 484 480 r OGRE 06=411.1 M-melll 0I•mz•] 548_ 544 540 5 -is PVI STA: 165+97.43 PVI ELE :511.88 ° It . r LOW POINT ELEV: 501.58 LOW POINT STA: 174+29.03 PVI STA: 174+50.25 PVI ELEV: 500.80 I_ / J.JV7o K: 60.61 _ ' 200.00 VC ,, ,r, HIGH o V: POINT STA: 183+88.89 PVI STA: 184+00.00 PVI ELEV: 519.79 An: m r,ncV PVI PVI STA: 191+70.26 ELEV: 500.53 AD: 1.50% K: 1 00. 00 -Jv-OA. V N HIGH POINT ELEV: 498.49 HIGH POINT STA: 197+12.55 PVI STA: 197+12.50 1 PVI ELEV: 498.87 „ „ten, - Ali z VV7o V' TA: Lg5+ K: 74 X95 PVI S1 A:195+25.00 15000 VC 548 544 540 K: 44.44 200.00' VC N Fi g o Lri � 04 LIDTm L61- + vC) w PVI ELEV: 496.99 r, v r, +N 532 + -1:010 �� N +- +� Lh ------r- -O- (ii > Q C5 + o )� 532 r �N 0)0 52811 ¢ rn 524 civ m 00 m w In �Ln w Gi > CV �i > c� � r LL I 60 > >> ua r_ Lw _ i LO r cii Lw >> (L (L pw m w 0 0 ma O,- 0 �� "t 0�t (n w �� t%i c� >> ww rn 528 w c� 524 ±r r�-cam II >> oO' f �O' V - V 520 516 520 - __.. U U 0 U > 1 m 516 - i mm ww J I - •00 o 512 M1SS1 \ POP PGL LT/RT 512 EASEMEN 2.00 ° ---' 508 508 504 '- -_- -- / N 504 o � � w 500 z 0- 500 J--` .` � - I.�i° 00 0 496 I - -1. 0% � 496 m 492 J -_ - 492 o ___ - ---• -- - _- - - -- --__ - r �� 0 OO _. -2 M N N '. �-i e� in EA 0)00) OO �� e�� in 000 f r7 . in TUI L( �O^1 LC)Q O O !$ -M M O i•Y L6 us EX G O U N� C -I A g Ln � N D ®C L OO r �� rri rn w rn w - cr DO O d �m c�i c� N N V_ v Iw m m �? rm r}' 4 � 488 488 J �- w SCALE_ 1" = 100' HORIZONTA x � ��I 1" = 10' VERTICAL 484 x N IN Ul to In to (0 8 , (0 8 00 OD � M _ Lr) ,� (0 rn oQ � x x I r,)M M M 0000 r7 + r7 r 3Q Q LC)O ��; O O 00 DC1Go 1 F7 (Oom y P_PI x )1 CV N O O (6 cd (D (R LC)!d 44 00 rn®f OC 00 rn � m�r4 � � r r)M x x O v O O O 0-% v w w % L'! w w `� O n - �- 411 7C En EA Lt7 L( � 4f d *ff lt 4f 4 4 4 4 d at (C? Lt7 Iii in ip in EA L!) O: Lt'# T- - - g �0 M � OO � � I� lf% v w w M 00 4 4w � � I 4 4 . n "L Cf I �U M d � 4 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 202+00 GRAPHIC SCALE IN FEET 0 50 100 200 LEGEND CITY OF DALLAS PROPOSED ROADS 0 CITY OF COPPELL PROPOSED IMPROVEMENTS