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ST0301A-CS100726 (2)Page 1 of 2 Keith Marvin - Bethel Road Phase I Reconstruction - Chateaus of Coppell From: Caleb Thornhill <bct @ free se. com> To: Michael Garza <mgarza @coppelltx.gov >, Ken Griffin <KGRIFFIN @coppelltx.gov >, Keith Marvin <KMARVIN @coppelltx.gov> Date: 7/26/2010 3:21 PM Subject: Bethel Road Phase IReconstruction - Chateaus of Coppell CC: CPL03243 <CPL03243 @freese.com >, Tricia Hatley <thh @freese.com> Attachments: Bethel Road - Chateaus As Builts.pdf Mike /Ken, I just spoke with Mike today regarding the revised drawings for Bethel Road at the Chateaus of Coppell intersection. I've attached an intersection layout showing proposed grades and elevations for the Chateaus of Coppell driveway. By revising the profile and roadway configuration, the slopes appear to be mild and workable. I've attached a few sheets from the Chateaus of Coppell "as -built plans ". We received these 1/4/10 and again last week. As I stated last week, there appears to be discrepancies between the "as- builts" and what was actually constructed. I've highlighted a few sheets to illustrate this. 1. "Plate No. 3" — I've highlighted the slopes and top of curb (TC) elevations. The TC's (future) appear to be correct, however, there is no allowance for a cross walk which would impact the future grading when the barrier free ramps. 2. "Plate No. 8" — I've highlighted our linework and elevations, "FUT TC", being shown in the plans. It appears the site was to be graded matching our top of curb profile. However, Scott Latta from the city, sent me shots he took in the field last Friday and there appears to be up to an 18" difference in what was constructed and what was built. 3. "11.2" — I've highlighted where it appears the architect had our linework as well. Our curb line and profile elevations are shown on this sheet. 4. "PV -S" — I've attached our original plan and profile sheet from the plan set. It shows that our linework and elevations are consistent with what is shown on the Chateaus plans. I'm not sure where the disconnect was between what was shown vs. what was constructed. However, the revised plan and profile sheets should alleviate the grading concerns in this area. I've estimated approximately 200 CY of dirt will be required to be brought back to this area to meet the revised plan and profile. However, this is only an estimate as it's unclear on the south side what are the existing conditions. Please review and let me know if you have additional questions. I will await instruction before completing the revised plan sheets. B. Caleb Thornhill P.E. Project Manager Freese and Nichols. Inc. w Main - 214- 217 -2200 s Direct - 214- 217 -2282 s Fax - 214- 920 -2565 ® Email: bct _,freese.com file: HC: \Documents and Settings \radloo \Local Setting s \Temp \XPgrpwise \4C4DA7EFCity... 1/25/2011 Page 2 of 2 This electronic mail message is intended exclusively for the individual or entity to which it is addressed. This message, together with any attachment, may contain the sender's organization's confidential and privileged information. The recipient is hereby notified to treat the information as confidential and privileged and to not disclose or use the information except as authorized by sender's organization. Any unauthorized review, printing, retention, copying, disclosure, distribution, retransmission, dissemination or other use of, or taking of any action in reliance upon, this information by persons or entities other than the intended recipient is prohibited. If you received this message in error, please immediately contact the sender by reply email and delete all copies of the material from any computer. Thank you for your cooperation. file: HC: \Documents and Settings \radloo \Local Setting s \Temp \XPgrpwise \4C4DA7EFCity... 1/25/2011 ---------- — 4iTARY SEW '4N MANHOLE L = 47W3 WE LES----, 5�p ---- x lr?; ro - ly POWER POLE,.12 p 503 x -- t — 5D5 —J 7 -L-,j Q, ro - ly POWER POLE,.12 p 503 x CONSTRUCTION PLANS i L CHY OF COPPELL DALLAS C TEXAS YLANTA A A, z SPAI"I H ! SS eabER ` KATE g CL ' CO!7�7t OAK W7BY HRDDK B'nP:MS � s IALURD A ok aeml reona � a � x HIIRNE oN a soujH ESRRN HE1T NE VICINITY MAP OWNER & DEVELOPER CTMGT - COPPELL, LLC 3901 AIRPORT FREEWAY, SUITE 200 (817) 391 -2500 BEDFORD, TEXAS 76021 ENGINEER NOT TO SCALE DO ANDERSON & ASSOCIATES, INC. 5225 VILLAGE CREEK DRIVE SUITE 200 (972) 931 -0694 PLANO, TEXAS 75093 4500 MERCANTILE PLAZA DRIVE SUITE 234 (817) 546- --1712 FORT WORTH, TEXAS 76137 "AS -BUILT PLANS" JANUARY 8, 2009 NOTE: THE INTENT OF THE OWNER AND ENGINEER WAS TO CONSTRUCT THE IMPROVEMENTS ACCORDING TO THESE PLANS AS APPROVED BY CITY OF COPPELL, THE LINES AND GRADES WERE SET ON THE GROUND FOR CONSTRUCTION ACCORDING TO SAID PLANS, WE ARE NOT AWARE OF ANY CHANGES OR REVISIONS TO THESE PLANS DURING CONSTRUCTION EXCEPT AS NOTED ON THE PLANS. INDEX z, DESCRIPTION e SP ..... .. .... a THESE CQENSTRUCTION PLANS WERE PREPARED UNDER THE RESPONSIRLE Sop ER_j ON of J, :' - 'A, ° o 8 CASEY ROSS, LICENSED PROFESSI NAL ENGINEER F J. CASEf RO55 ✓ PAVING PLAN & PROFILES g x 97172 9, p ICCN5 GRADING PLAN trtr1 DFAINAGE AREA MAP pcaoa4°°�— STORM SEWER PLM4 AND PROFILE 13 INDEX PLATE DESCRIPTION COVER SHEET 1 -2 FINAL PLAT 3 -7 PAVING PLAN & PROFILES g 8-9 GRADING PLAN 10 DFAINAGE AREA MAP 11 -12 STORM SEWER PLM4 AND PROFILE 13 WATER PLAN 14 SANITARY SEWER PLAN 15 -16 SANITARY SEWFR PROFILES 17 EROSION CONTROL PL&N 18 STREET LIGHT AN➢ SIGNAGE PLAN 19 STORM SEWER; TRAFFIC CONTROL PUN 20 RETAINING WALL DETAILS COVER SHEET L1.1 KEY PLAN 1-1.2 —L1.4 HARDSCAPE PLAN L2.1 —L2.9 HANDSCAPE DETAILS L3,1 —L3.3 LANDSCAPE PLAN L3.4 LANDSCAPE DETAILS 51 -54 STRUCTURAL DETAILS 07028 V Z u O 0 0 0 fl 7i O u O 3 w N 2 V T r Z 4 CJ O Z O Z O C} r] PLATE NO.: 3 I I FOR SIDEWALK IN i I BETHEU RUAD, A I REFERENCE L1.1 -L1.3 56 INSTALL ENHANCED PAVING ` SECTION -- REFERENCE CL CURVE DATA Delto= 2733'49` . FUTURE BOC •,� CITY n OF COPPELL O \ 51ANDARD DETAILS C) I - Q (SEE NOTE BELOW) I I T= 73-59' L= 144 -32' --- - -uW -- I ' 51 4' SDEWALK m C) � Chd =N1312'39 'E 142.84' t iihhi .5O L 1 +4282 An 27.0' LT. F=-- Ld 19. L . C) _ W R -9' S ! 1 +,4 112 14.0 LT. hx J O�� GRAPHIC SCALE ', 14.0 LT. CHAT Uf'; V 1 ' m / U +75.04 CHATEAUS DRIVE= G SUGAR DRIVE \\ S "� ry '`' Q m U +DO PINE 43 ( TR GENERAL P'6[;T) - � ---- -. - --- - -� r -�� - - rsz NOTES 1 inch = 40 It, ( CHATEAUS DPJVE v E II A -A 3 +75 CL PAV_ STA. BEGIN 4104 YELLOW P / 1. ALL MATERIAL AND WORKMANSHIP SHALL CCNFDRM TO CURRENT " + BUTTONS ON 2'-5" CE TERS � ` 2--10 STD. INLET + � Q / N. N.C:ACO.G. STANDARD SPECIFICATION FOR PUBLIC WORKS 1. MIN, PAVEMENT STRENGTH SHALL BE CLASS CONSTRUCTION, THE CITY OF CPPELL STANDARD CONSTRUCTION N a I 4 "X4 YELLOW E II A -A TO 504.39 ' BUTTONS ON 2 8" CENTER FL 500.39 h� ry. - \ "O", OR AS SPECIFIED BY CITY. DETAILS AND SPECIFICATIONS. 2. CURB HEIGHT AND WIDTH SHALL BE fi OR AS lX I 1 2+} S CHAT US DRIVE 3 � �/ SPECIFIED BY CITY SEE STANDARD 2 IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL END 4X4 LL0 TYPE II A -A) 4 CHATEAUS CONSTRUCTION DETAIL 2120 PUBLIC UTILITES IN THE CONSTRUCTION OF THIS PROJFCT, ALL BUTTONS ON 2' I ENTERS 2 +9 CHATEAUS DRIVE 5461.8 DRIVE= 1 +00 DRCEAUX COURT �� `C \ . \ J /Cry 3. SUBGRAOE (141N. REOU €REMENTE- UNLESS MANHOLES. CLEANDUTS, VALVE BOXES, FIRE HYDRANTS, FTC„ MUST BE ADJUSTED TO PROPER UNE AND GRADE BY THE CONTRACTOR PRIOR TO OTHERWISE APPROVED BY CITY ENGINEERj. - = 1 +00 CORSICA COURT 5 ` ' \ ^•\ / �[/ SUBGRADE UNDER ALL PAVEMENT SHALL BE AND AFTER THE PLACING OF EXCAVATION, INITIALLY MIXED RE 6" 1 +22 -TAPLA CURB AT 2:1 �``' 8" THICK AND -MIXED THICK AND SHALL BE STABILIZED NTH BS: MIN, 3 THE CONTRACTOR IS RESPONSIBLE TO PRESERVE THE FINAL ALIGNMENT FOR SIDEWALK IN E FER ROAD, 2 SY WSGHT OF HYDRATED LIME (GENERALLY AND GRADE STAKES AS SET BY' THE ENGINEER UNTIL THE COMPLETED LB5,�S.Y.) AND COMPACTED A DEPJSlTY EXCAVATION 15 VERIFIED, IN THE EVENT STAKES ARE LOST THE ENGINEER REFERENCE L1.1 50' R.O,W. -1_7 -3 B �� 0 NOT LESS THA1V 95% STAN ARID PR ACCEPTS NO RESPONSIBILITY FOR ALIGNMENT NOT PROCTOR O.R. GRADE. (FILL SECTIONS ONLY. ALTERNATE REVERSE `- I DENSITY. ALTERNATIVE SUB SUPPORTED 4 THE CONTRACTOR SHALL PROIDE CONSTRUCTION SIGNAGE AND BARRICgpING BY LABORATORY TESTS, MAY BE SUBMITTED TO 28, _ 11 SLOPE ACCEPTABLE �• ,^ THE CITY ENGINEER FOR APPROVAL. ACCORDING TO TXDOT M.U.TC.D. I NOT TD EXCEED 4:1j 7 - 4 TRANSVERSE U TO TRAFFI LANES AND SHALL BE 5. CONTACT THE ENGINEER 48 HOURS (TWO WORKING DAYS) PRIOR TC 14 I. 14' BAKER BROOM FINISH UNLESS OTHERWISE BEGINNING EXCAVATION., /j SPECIFIED BY CITY 5, ALL DIMENSIONS TO BACK OF CURB AND IN S. ALL FTLL SHALL BE COMPACTED TO 959 STANDARD A MAXIMUM OF 8" (EIGHT) INCH LIFTS. PROCTOR DENSITY IN 6" TYP 8" CROWN q:: "� �` 3 / FEET UNLESS OTHERWISE SHOWN. G. CHANELIZING BUTTONS IF SPECIFIED, SHALL 7. PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 4 .1 MP X 7:50 ! 1;50 �1� TS'P v /`�, BE INSTALLED OFF PAVEMENT JOINT. A.D:A. CURBING REGULATIONS AT ALL STREET 7. THAN S EN SHALL E ACCORDANCE WITH CONSTRUCTED ACCORDING TO THE TEXASACCFSSOa1UTY STANDARD CONSTRUCTION DETAIL 2030. 4' SIDEWALK f 6" O . /� STANDARDS SECTION.- 4,7 CURB RAMPS. B: ANY OTHER RESIDENTIAL STREET SECTIONS TO BE CONSTRUCTED AT THE TIME THE STREETS ARE CONSTRUCTED. LESS THAN 28' B -B WILL BE CONSIDERED ON 12" SEE pE 3 H2" A CASE -BY -CASE BASIS AND WILL REQUIRE 8, PNOPOSEO ELEVATION SHOWN IN STREETS ARE PROPOSED TOP OF CURB N0. 3 BARS ON 18" 4' SIDEWALK STAMPED CONCRETE PER CITY STANDARD CITY ENGINEER AND FIRE MARSHAL APPROVAL. ELEVATIONS CTRS. BOTH NOTE: SAWED LONGITUDINAL CONTRACTION WAYS DETAIL 2190. COLOR : TO BE DETERMINED BY OWNER (TO MEET CITY OF COPPELL 9, CONCRETE STREET SECTION SHALL BE FORMED 9, DEVELOPER RESPONSIBLE FDR ALL SIDEWALKS BY A SELF- PROPELLE) SLIP FORM PAVING BUILDERS RESPONSIBLE FOR SIDEWALKS ADJACENT SHOWN. INDIVIDUAL TO EACH LOT. LOCATE 4' JOINT ON PAVEMENT, SEE STANDARD TYPICAL PAVEMENT SECTION ORDINANCE NO. 2002 -979) MACHINE. CONCRETE WALK 1' OFF PROPERTY LINE UNLESS MARKED OTHERWISE. CONSTRUCTION DETAIL 2050. N.T.S. 10. ALL HAND POURS AND IRREGULAR SECTIONS SHALL CONTAIN A 3500 PSI 1 +00 2 +00 3 +00 4 +00 5+00 6 +00 7 +00 =T l I I 4 5 _c - -- I- 5 5 I �- �� e ra - , 8 ! I I I >[ I 525 I I I I I I - � �� -- I � - 1, i - I o ! ' - _ s 4U � v ° I I._l ! I I � I I i a + m z _ _r lb o 44- -o s i x c n ua m tt1 _ 520 - n p o I I c1 I ! I- I i- I L - - _ E r A T 155 > r! Nd I I I I ! w ss I ` T IE I I I : - -� _ I -.+ _ _! p.6. % I 0 . S R W R 11N RIGHT ! _ I I 1. a_ 1 1 1 I 1 - • 1 I , E 5 D _ Ig 5q5 i - aso I I I J.ea I s - r P 0 E ! f_ - 500 os !- T 1 _ 5 t�o l I TF E JA NUAPo1' i 20 9 _ _ _ I ` to © oa 1[] T P 7 •7 - Q d' Y 7 ttS r[, +l] - - U) I!] - I [ p�I ENCI E 'M ' R N I o . � I R of I 1 I , 13J T I i a B" ..� I -' I _ I E PAVING PLAN & PROFILE G OLIN FOR CON U TIN AQC R IN I a _ THE CH AT E C aPPELL O COPOEtL -. I _ I - __ I D ON I I ! _ g k - j DALLAS COUNTY, TET(AS BENCHMARKS: 1. CITY OF COPPEL.L MONUMENT NO', 4: 2, SQUARE WITH "X" CUT IN CONCRETE AT THE NOSE OF A MEDIAN LOCATED THESE CONSTRUCTION PLANS WERE PREPARED .' ~`:� #I�p NO. DATE BY REV ISION z DOWDEY, ANDERSON &�.ASSOCIATES, INC. t, B/4 oe �cR REVSm ALL STREET GRADES 3.5" DISK SET IN CONCRETE IN THE WEST CORNER CF RIGHT-CH-WAY OE DENTON TAP ROAD TAP ROAD SANDY LAKE ROAD APPROXIMATELY £33 FEET NORTH OP THE INTERSECTION OF DENTN TAP ROAD UNDER THE pESPOUSIaLE CAS EY ROSS, LICENSED SUPERVISION OF J. a °•: ... lass p PROFESSIOf L ENGPIEER {� 5225V1ag¢Ct¢elc0liye,Sui1e2I10 PfanD,Tezas7$p93 472 - 431 - 0644 AT THE SOUTHEAST PENTON AND AND BETHEL ROAD. NO. 272. a DESIGN Y)R,4WN CHECHECKED DATE SCALE JOB SHEET A>'RROXIMA IN t1 FOOT EAST OF THE FSSE 1497.44' SACK. OF CURS AND f30 FEET NORTH OF ELEVATION = 494 J� ! f p � { 7272 f Is la G] © / 0 � r �ENS` _ I &A W% ICR OB120107 H1'e 40' 076211 1 VA1' 4 S -C4' dp " E7_'EVA V° Z 4 CJ O Z O Z O C} r] PLATE NO.: 3 LOT 1R, BLOCK A \ REPEAT CREEK VIEW, CHASE II VOL 2002167, PC. 64 MIRA MAR DEVELOPMENT CORPORATION 1 _ DCC. NO. 200600565947 - - D.R.D.C..T. - -BET EL ROAD_ i - • 4 % _' . - -1, 9f 87 a 4154 ��n3.5 e 82 l'1=� '\ +B9.s_.FLT TC W ` V 467.7 FT1[ H ta` RCP FvT c - Jl f p \ EX. WALE TO !REMAIN \ - S S .585.2 505.5 ® \ .FtJT TG FLIT 5s I I \ 547.43 \ 99. 4 \ 497,0' 9$� --- .- - - - - -- Sl]..4 3}( 505.E ` \+ \ \ i 495.9 t l _ 9 FP I � r 507.5 < r FP I ] 2 t � FP ° l FP 502.3 \ \501.0 I SIT ,506.7 505.8 SdS. \ `-' h 1 _ y N 5P6.2 y N. 1 Zi 2 I ,EIS. SCREENIIG WALL, I °� � J SQ� 5 -_ -- Ida REMAIN I J ` 1 I II T [ ri v 1� -I __ __ __ I l f `4 - ' ° P. - - -1 r- 591 1 EXISTING 24" RCP - 1~ ~ isms _yc =� s.7. 5 s.a a j .72 1 1 s .2z f 1 ------- - - - - -- c R R t T i ° i i 3 ` •Jyf 1 w - - �. �,� � J I f :f - I - 1 t \ \ S I , �L' LOT REMOVE EX. DROP INLET I ! 1 y " . `may \ I . / t \" w TRACT 2 & 7 LF OF EX. 24' RCP. I 1 \ ITC - PLUG EX 247 RCP ST} I `� 1 / CREEK VIEW, PHASE II d t d d 1 '<k I 1 t q 3' EAST OF I�IIN VOL 93231, PG. 3950 G J "P _ _ --5"U /.3 J I i j _ l t J - a SCREENING WALL 1 r {' t ',� V }- 1 - 1 y y Y -- 3 r�l t � - f - - v 1 8.4 1 oes sof5 5 47 pp SUMMIT AT THE SPRINGS FP Y f 1 505.8 ' ti \ / PHASE I 1 x b ./E I 1 I ` 't .,28" PECAN, so�.i 1 f P ` m I VOL 9BI62, PG. DD27 1 1 l I 1 I I I 1 50.1 -,5 O BE SAVED _ _ �. 4 ,RD.C.T. l I i I r 1 I 1 1 } T \ I 1 1 51,. t FP f N L i t , ! _ I r r ° � s�v. �s J.I l t ,•, '502.2 o I I , 52 5 p ° s: w g 1 � FP j h 1 rlv' sos.s aw BW��r� ev I i O / I 508.4 1 \5C -'\ h 509:.3 4E LOT M. B / ,�,' / >� / ro ,. ! `• '` m I I . ! 1 / _ REPEAT FP, \ I I _ t. (� CREEK VIEW, PHASE ! j \ FP / > "` t \ °} , ° 509.7 ` � ~' 509.7 \ I . �tti q VOL. 2001029, PG. 3536 r , y \ I 1 z ti M.R.n.c.r. o 508.9 / j .� 1/ / � I 1 � `y \ \ �91 / J FP S / - 5 7 / A1• / __••- I r, f / � t t " \�` -_`� _ '- • -- , i J} .i:' �'! FP 508.9 PIP S /z3 1 509.8 \` 509.4 CHARLES W. ANDOUINA AND WIFE, MARGARET C. ANDOLINA FP 1 �� 1 t pOC. N0. 20051 D71D979 f/ �$�e.<� 44 \\ 509.8 ! \ -_ -�. / \,.II I I °r \ IW " AS-BUILT PLANS \ 1 i- I 1 n G JANUARY B. 2009 s 550.3 'J l/97 1 h FP 510.3 42 �\ NOTE: THE INTENT OF THE OWNER AND q _ .� `., 1 `\ \ I .,< ENGINEER WAS TO �/r a $ 41 �s,G o °' 1 Aga f FP I ` CONSTRUCT THE IMPROVEMENTS ACCORDING TO THESE PLANS As. GRADING PLAN BENCHM 46 ARKS: 570.7 T a' .s . \ \, ° 1 'y APPROVED BY CITY OF COPPELL THE LINES AND GRADES WERE SET ON THE THE CHATEAUS O F COPPELL T. CITY OF COPPELL MONUMENT NO. 4: - GROUND FOR CONSTRUCTION ACCORDING 3,5 DISK SET IN CONCRETE IN THE WEST RIGHT -OF -WAY CF DENTON TAP ROAD CITY CF COPPELL AT THE SOUTHEAST CORNER OF DENTON TAP ROAD AND SANDY LAKE ROAD i TO SAID PLANS. WE ARE NOT AWARE APPROXIMATELY t1 FOOT EAST OF THE BACK Cr WRB AND +30 FEET NORTH OF P EE GF ?f &p OF ANY CHANGES OR REVISIONS TO DALLAS CQIINTY, TEXAS A RECESSED INLET. THESE CONSTRUCTI ➢N PLANS WERE PRF3CRED p5t J'61 THESE PLANS DURING' CONSTRUCTION - LINDER THE RESPONSIBLE SUPERVISION of J. °c •.� EXCEPT AS NOTED ON THE PLANS - T. DOWDK ANDERSON & ASSOCIATES, INC. 5225ViWCreek0;WSui1e200 6rw,TeXas75093 972911 -0694 DESICN DRAWN CHECK ED DATE SCALE JOB SHEET JBA IRA 7C7Y 98laf1/47 1'-40 m978 T 2 ELEVATION = 491 CASEY ROSS, LICENSED PROFESSIONAL ENGINEER I J. CASET Ra55 a s -- � { - a y e ° NO. DATE BY REVISION SQUARE WITH ° X' CUT IN CONCRETE AT THE NOSE OF A MEDIAN LOCATED N0, 727 ym 97i'72 r °0 1',�� f CEw S . � 9. �" ° 1 e/ +/08 JCR RESASEO ALL STREET AND PAD GRADES FEET NORTH OF THE INTERSECTION OF DENTON TAP ROAD a4 �p a AND BETHEL R0AQ33 ELEVATION = 494.04' G12APMC SCALE r IK FEET ac ) 1 i h = 40 fL SHEET 1 SHEET 2 nEST�N 2' PAD 2° u'�,Excowfion 2' LiI EXCAVATION NOTES: 1. CONTRACTOR TO BUILD PAD 2' BEYOND DESIGN PAD. 2. CONTRACTOR TO CUT SWALES 0.5' BELOW DESIGN SWALE. side side t 1. I. PAD ELEV. 2 2 D PA ELEV, { final Swale qro, e 10 5 , 05 shown ari plan { excavation grads NOTES: 1) HNISH FLOOR IS D.7' ABOVE FINISH PAD 2) GRADE AT FRONT PROPERTY LINE 0:2' ABOVE CURB 3) GRADE SLOPES AWAY FROM BUILDING PADS. PATH A MINIMUM FALL OF 6' AT POINTS 10' (OR LOT LINE) 4) DRIVEWAY GRADIENT SHALL NOT EXCEED 12% 5) SOLID SOLD ALL AREAS WHERE SLOPES EXCEED 4-1 6) RETAINING WALLS REQUIRED WHERE SLCPLS EXCEED 4;1 7) CONTRACTOR SHALL NOT REMOVE OR DAMAGE ANY PORTION OF THE EXISTING SCREENING WALL ALONG SUMMIT AT THE SPRINGS. IF ANY DAMAGE OCCURS DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE THE DAMAGED PORTIONS OF THE SCREENING WALL AT THE CONTRACTOR'S EXPENSE 2 APPROXIMATELY dJ Z O g 0 O Z d p 0 0 PLATE NO.: 8 dJ Z O g 0 O Z d p 0 0 PLATE NO.: 8 y METER Box, TIMER, ` _ Gp N RaLLERLpcnrlpN BETHEL ROAD ` _ - - TREE UPLIGHIT \ - - -. -- S CONCRETE SIDELNALIK - RE: DIL2.1 _ - - - - -\ _ ! \ EXISTING "` - - \L I (� r \ /.• - t - \ -_., -- -- .- - -_- RE: AIL2.1 ;Ji ,71 PAVEMENT EDGE F{ G FUTU VARIABL� WIDTH RO,W. _ J . - _ _ ` -+_- - -J L REIPRPPOS ED f / " FUTURE'l�SOPOSEC BRiCKTHIhM41- / / I /` / f - ONCCR sWtTCIiGEAR i ) PAVEMENT EDGE .. _ _ �(1 - _ /, G 2 PAVE &lEN7 EDGE AT GRAVISY /�� 4 R r JP ENHANCED COLUMN �' ! r --WALL RESCENARIOaA2fi 31" a, U ! pp i �44. e Bnz? _ �. \'� i I- TREE UPLigiT. TYPICAL l E OB' - ` _ \ FIiP Ff1 =�- i I - .. EXISTI R.D W_ f 7T� I� -RE: FlL2:1 - '' TREE UPLICHT, TYPICAL T °�.._. 1 M STGN LIGHT 1 ^.. • - RE: "L2.1 r MONUMENT HT I \ �.� - .. C . - .. I .. - . 7 I `� - r = I J n � �\ I 1 I ` \ `\ �� I + ENHANCED COLUMN (: \ - • p f \ RAVING TYPE OI . V +ll FLJ T_ TC - \ \ �� 1 FiJ T EN AN I I �G6.4 Fi �T T SIDElNALKTO JOIN I -- - C JO M r •� r r � X RE: PAVING LEGEND1121 1� �\ �x, � � -�. N - 5-- - - - - -- - -� - -� y FU � C 5 FJ FUTURE A - EXISTING COLUMN I - NTE FUTURE 'r�� I ! - \� _ `�I \ •,Y���. ��( i I WALL MAINANCE' ♦ t v?; \ I \ R.O. �p - - R AA2.6 NEW COLUMN TO ABUT I I EASEMENT \ I - t\ � ! ' 1 r t✓ \ ,\ I G LI - EXISTING RRICK WALL PAVING TYP LEGENDR2.1 \ s JF}rJ \ t X57 (NO MORE THAN e GAP) I SRICKTHINWALL Ir RE: PAVIN RE: AA2 2 / " ti - `Y \ - 1. .T ENHANCED SCREFJV WALL \ 53�4� \ o � - - -_- EXISTING BRICK WALL I I ! ENHANCED COLUMN RE 11,12-3 11,12-3 `� o. o \ �' y� fN BJL2 2 .o f 1 I _ - - - = 1 \ // \ 1. F EN CED .D ` \+ 5CONCRETE SIDEWALK I I RE: \3 s .S - - f ,. BRICI(TRIMALL PAVTNG TYPE 2 E NHANCED COLUMN 1 \ RE: NOTE51L1.1 1 I I n,f 11 o b = '': !\ \ ACCMSIRLE RAMP PER TAS STAB DARDS s� \\ e ti t AFNT 1 tS , 1 ( J 4 O I P RE. PAVING LEGENDlLZi I ! k -� \ - 2; *� \ \ RE. CJL�b \ \ RNAn C ED COLUMN ` ' r I CONCRETE MOWSTRIP ENHANCED MONUMENT SIGN RE: WL23 I I MONUMENT SIGN LIGHT (2) \ \ WALL MAINTENANCE ;,1, SCREEN 3 ALL I RE: BR29 (� RECIL2.1 l `'t\ \ r / I IO - - -- � (. \ CAST-- NELCGO ON \ O t \ MONUMENT SIG I CI II l J A EASEMENT APPROXIMATE SCREEN WALL RE2112 LOT ENTRY I \ .9 1 \ .Y.C) �I LIGHT P ENHANCED COLVMN MONUMENT' ENLARG ®ENHANCED Ct RETAINING WALL �, `\ I I J� - V RET0.2 ✓sY _ I VRNE LpCATIDN I SIGN LIGHT (9) 1 ' ! I - 4 TYPICAL \ RE C,L21 \ RE IT CONCRETE SI CIL2.1 7 COLUMN RE: CL2.8 C1 ✓` � �� \ RE CNIL PLANS - - `DEWALK R ` BR €CKTHtNWALL I F i a�_' I �' +J 1 1 \ E: AlL229\ I /. . .. • . 5%17. GoNCRETE BIQEWALK ! I L ,� I I RE: NCTES)L1.1 ` \ \ � \ i I SQL: % BY BUILDER X05.8 �n t o \ \ \ �\ \ TREE UPLIGIiT ..n \ \ P \ I r BRICK RE THINWA LL ' \ \ \ \ \ \ \ t I I erL2.2 n \ \ 1 \ 5 (�2. WALL MAINTENANCE `\ \ \ \\ \ \ �\ \ WALL I ', \ f \ P I \\ / V \ 1 \ \ J� 1 \ MAINTENANCE EASEMENT fO� EASEMENT I I � \ I \. V m ( I 1 \ ENHANCEC COLUMN T ri- I p \• \ / REH♦ COLUMN 1 T 4 \ Q \ RE:HR2.2 ' �-' cc) ' V !.. l I ! ' + I o 1 1 I t( I t t t \ r 1 �BRICKTHINWALL r / `\ ( 1 \ RE: AfL2` I r t 5 I I v ! J� o i f I t '� y ✓ 1 1 '�. I 1 I SID- i 5 _ I PERTAS STANDARDS '�} ` - -4 - -� u. f ! _ _ -- RE 1 1 IcCE PJIMP IC p � - _ '� - _ r te - �_ - -- f - - "r - -3I_ -� l y r t tt } t / i ce' Y �� - � r �b I I ;I -- -/ -.I- --- _ r er - -L41'�T 1I } I \.+I I. i > -' II I u _ 1 } 1 501 5 r ENHANCED CALVMN T - } �I -- - - - - -- - - - - --- --� . I J '- {' - / f _ r ry ` .- , .� • 1. � r I r I . �LO .1 I 7-1 /r ! 1 i I Ir r1 I �• r 5' CONCRETE SIDEWALK 1 I T /�r 3 RE'NOTESILi,t / 1 I 1 I Rcp u / a�RIC�ZNWALL SOP 1NLET I %f, I i I t l 4 °SLEEVE XE57INC f t UNDER WALL 24 I " ' . 1 I J, 3 1 I Q IJ �� I 502.02 R C I � "` i I ciTir•�c �; ; - 7.3 LL t - I t " I `- - -� ! DEWALK I RE: AA21 S / Jf/ l + \ \ r I ! I TENT' V ION I / s \ FOR t ]SOAPING I �\ in E4UA1 EcI I I [ r ENTRY ENLARGEMENT SCALE, 1 ° ■iC' -0` KEY VESCRIPTION EXISTING CONTOUR TC 502-02 PROPOSED TOP OF CURB RE: CIVIL PLANS 4 PAVINGTYPE 1 .. U7 .� RE: ENHANCED PAVING LEGENDJI2.1 PAVINGTYPE2 RE: ENHANCED PAVING LEGENDa2.1 4" THICK CONCRETE PAV WG' gy p` 1 I J ,( RE A11-2.1 ENHANCED COLUMN `-� / RE:BR2.2 Ai GRAVITY y-, WALL RE Ty 21122 I IAI f ' ' ".i rte _ \ 1'� • RECORTIDRA.ii'INGS Ja.uary 8, 2009 NOTE. THE INTENT OF THE OWNER AND � \ IBRIOKTHINWALL I I CURS AND GER ENGINEER WAS TO CONSTRVCT TIM is UTT ' \ \ RE: AlLx2 � / J `� 1 :r _ I TRCCVEIYMNTS ACCORDING TO THESE _ 2'= 0t8ANDING, TYP. \ PLANS AS APPROVED BY TES \ � \ r � - I I ,. f Z CITY DE - L f COTPELL, THE LINES AND GRADES WERE d \\ m, Q SET ON THE GROUND FOR CONSTRUCTION \ I t•_, I ACCORDING TO SAID PLANS. WE AM NOT �. AWARE OF ANY CHANGES OR REVISIONS \ I I � I W \ J� 'x s 7 - Ta T9iFSH PLANS DURING CONSTRUCTION r - � r3 \�\ � a \ I I ❑ wv � , EXCEPT AS NOTED ONTIEEPLANS. \♦ I LEGEND \ F P in E4UA1 EcI I I [ r ENTRY ENLARGEMENT SCALE, 1 ° ■iC' -0` KEY VESCRIPTION EXISTING CONTOUR TC 502-02 PROPOSED TOP OF CURB RE: CIVIL PLANS 4 PAVINGTYPE 1 .. U7 .� RE: ENHANCED PAVING LEGENDJI2.1 PAVINGTYPE2 RE: ENHANCED PAVING LEGENDa2.1 4" THICK CONCRETE PAV WG' RE A11-2.1 '•� RETAINING WALL TYPICAL RE: CML PLANS L .. U7 .� . GRICJCTHINWALL Ai GRAVITY y-, WALL RE Ty 21122 I IAI f ' ' 6 LN _ WALL MAINTENANCE 503.3 --. EASEMENFT HARDSCAP_E PLAN____ SCALE, 1 °120' -®' \\ I / 'c� \.L O 10 20 40 (FEET) 1 Inch - 20 4. a Ln J Ar ` O �U W P, d DAVID C. BALDWIN INCORFORATSD LANDSCAPE ARCHITECTURE P L A N N I N G no E- r-Doatxvnm SuSl loo P-, Zx 7b074 Ta. RB77J bPa19d8 I. Sheet Tllo: HARCSCAPE PLAN Proj. No.: Date: 18 OCT BS F Drawn: EJD Checked: RRM !!!• Approved: DOE sheet nCm6er of sheer S • s 0 g L5 no � W > ad ct a ° 0 C Fes_ U J 2 q a a I� z 04 cO4 n zn �°. �N � U 4 Dutw Feb 19, 2010 - 3,.34pm lJser: chm File: N:\f\Partl\fYrcwinqs\CV-TRT-PP-PAVE05.dwg Q? POINT C ' BARB U VIRL LLN F / / PT STATION O OFFSET NORTHING EASTINC DESCRIPTI6N N= 121 51 +26.98 1 1.00' LT 7,033,516.4 2,430,278.51 3'R PT E= 2,4M.505.03 1 1 22 50 +99.81 2 25.48' LT 7,033,540.69 2,430,251.11 5CO'R PC I UT LIT'f 2 1 . .+ �3yy► REMOVE TREES 1 8E RELOCATED T HT S . 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