I I I J r , 
ffi\ [Q) [Q) 0􀁾@􀁾􀀠 􀁵􀁾􀁦􀁦􀁩􀁜􀁾􀁾􀁄􀁵􀀠􀂩􀁾􀁾􀁵􀁾􀁾􀀠 [p 􀁦􀁦􀁩􀁜􀁾􀁾􀁄􀁾􀁀􀀠[L@u 􀁾􀁾􀁾􀁦􀁦􀁩􀁜􀁾􀁾􀁉􀁝􀁀􀁾􀀠 TOWN OF ADDISON TurnerCollie@'BradenInc. ENGINEERS • PLANNERS • PROJECT
MANAGEflS RECOt.t.lENOEO' DIRECTOR OF PUBLIC WORKS DATE /1-/6-0/INDEX SHEET NO. SHEET NAME COVER SHEET 2 GENERAL NOTES 3 SITE PLAN 4 EXISTING BUS LANE EXPANSION 5 DRAINAGE AND GRADING
PLAN 6 PAVEMENT JOINT LAYOUT 7 PAVEMENT MARKING AND SIGNING PLAN 8 MISCELLANEOUS DETAILS 9 SWPPP GENERAL NOTES 10 SWPPP STANDARD DETAILS 11 LANDSCAPE DEVELOPMENT 12 LANDSCAPE DETAILS/NOTES
DALLAS AREA RAPID TRANSIT RECOMMENDED' MAHESH KUIMIL, P.E. DATE PROJECT MANAGER MOBILITY PROGRAMS DEVELOPMENT APPROVED' KOOROSH OlVAI, P.E. DATE ASSISTANT VICE PRESIDENT MOBILITY PROGRAMS
DEVELOPMENT 1 OF 12 
I 2 I 3 I 4 I 5 I 6 I 7 I GENERAL NOTES 1. THE FOLLOWING NOTES GOVERN THIS PROJECT 9. COORDINATE ALL WATER ANa WASTEWATER 18. PAVEMENT SUBGRAOE -ALL PAVEMENT SUBAND ARE APPLICABLE TO
ALL DRAWINGS. SERVICE CONNECTIONS DUE TO RELOCATIONS GRADE SHALL BE LIME-TREATED 6" THICK AT OR IMPROVEMENTS. SHOULD ANY INTERA RATE OF 8X LIME PER DRY WEIGHT (36 2. THE CONTRACTOR SHALL
OBTAIN A RIGHT OF RUPTIONS IN UTILITY SERVICE TO ADJACENT LBS/SYI AND SHALL BE EXTEND 2 FT. BEHIND WAY PERMIT BY THE TOWN OF ADDISON FOR BUILDINGS OR PROPERTY BE REQUIRED, THE THE BACK
OF CURB. IN AREAS REQUIRING WORKING WITHIN THE PUBLIC RIGHT OF WAY. OWNERS OR OCCUPANTS MUST BE NOTIFIED AT FILL TO ACHIEVE GRADE, PLACE THE FILL IN PRIOR TO SITE CLEARING AND EXCAVATION,
LEAST TWO (2) CALENDAR DAYS PRIOR TO 6" LIFTS (MAXIMUM). COMPACTING TO A THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION OF SERVICE TO THiS PROJECT MINIMUM 95% STANDARD PROCTOR DENSITY
PER EROSION CONTROL FACILITIES IN ACCORDANCE SITE. ASTM 0698 AND WITHIN 3X OF THE OPTIMUM A AWITH THE DRAWINGS. MOISTURE. A SOILS REPORT IS AVAILABLE 10. DEMOLITION -REMOVE EXISTING
FENCES. FROM DART. CONTACT DART'S CONTRACTING 3. WORK INVOLVING DRAINAGE FACILITIES AND GATES, ASPHALT, CONCRETE. CURBING. OFFICER FOR MAXIM TECHNOLOGIES REPORT, STREET RECONSTRUCTION
OR IMPROVEMENTS LANDSCAPING ITEMS. CONDUITS. AND RElATED DATED DECEMBER 1996. WITHIN THE PUBLIC RIGHT OF WAY SHALL BE ITEMS, NOT PREVIOUSLY REMOVED BY OTHERS DONE IN CONFORMANCE WITH
THE STANDARD AND REMAINING WITHIN DART PROPERTY IN SPECIFICATIONS AND STANDARD CONSTRUCTION ACCORDANCE WITH SECTION 02050 .• DETAILS OF THE TOWN OF ADDISON, THE "DEMOLITION". NORTH CENTRAL
TEXAS COUNCIL OF GOVERNMENTS (NCTCOGJ STANDARD SPECIFICATIONS 11. THE NORTH CENTRAL TEXAS COUNCIL OF FOR PUBLIC WORKS CONSTRUCTION, AND THE GOVERNMENTS (NCTCDG) STANDARD SPECIFI-ITOWN
OF ADDISON SPECIAL PROVISIONS TO CATIONS FOR PUBLIC WORKS CONSTRUCTION THE NCTCOG SPECIFICATIONS. SHALL GOVERN ALL WORK FOR INTEGRAL CURBS. ALL CONCRETE PAVING SHALL HAVE 4. WORK INVOLVING
WATER LINES AND SANITARY CURBS PLACED INTEGRAL WITH PAVEMENT. SEWERS WITHIN THE PUBLIC RIGHT OF WAY CURB HEIGHT SHALL BE 6" UNLESS NOTED SHALL BE DONE IN CONFORMANCE WITH THE OTHERWISE
(U. N. O. ). STANDARD SPECIFICATIONS AND STANDARD CONSTRUCTION DETAILS OF THE TOWN OF 12. PAVEMENT SURFACE FINISH -ALL CONCRETE ADDISON UTILITIES DIVISION OF PUBLIC PAVEMENT SURFACES
SHALL RECEIVE A NONWORKS DEPARTMENT AND THE NCTCDG STANDARD SKID, LIGHT BROOM FINISH PERPENDICULAR SPECIFICATIONS. TO THE FLOW OF TRAFFIC, UNLESS NOTED OTHERWISE (U. N. O. ). BB 5. WORK
INVOLVING OTHER UTILITIES (ELECTRIC POWER. GAS, TELEPHONE, CABLE TELEVISION. 13. PLAIN CONCRETE SIDEWALKS SHALL BE 4" ETC. ) SHALL BE DONE IN CONFORMANCE WITH THICK. 4000 PSI MINIMUM
REINFORCED THE REQUIREMENTS OF THE OWNING/OPERATING CONCRETE WITH tJ3 BARS 16" O. C. IN E/W UTIL ITY COMPANY. DIRECTION. PROVIDE Yz" DOWELLED EXPANSION AS PER LANDSCAPE DETAILS AND 6.
THE BASIS OF THE DRAINAGE DESIGN IS THE AT ALL RADII POINTS. ALL PLAIN CONCRETE TOWN OF ADDISON DRAINAGE DRAINAGE CRITERIA MANUAL SIDEWALKS SHALL RECEIVE A NON·-SKID, DATED MARCH 1990,
USING A 100-YEAR STORM LIGHT BROOM FINISH. ALL SIDEIVALKS RECURRENCE INTERVAL. SHOULD SLOPE TOWARD THE CURB IN' /FT , U.N.O. SEE LANDSCAPE DRAWINGS FOR --7. UTILITY INFORMATION IS BASED
UPON FIELD DETAILS. MEASUREMENTS AND AVAILABLE RECORDS. FIELD DATA IS LIMITED TO THAT WHICH IS 14. CONTOURS AND ELEVATIONS -PROPOSED VISIBLE AND CAN BE MEASURED. THIS DOES CONTOURS SHOWN
ON PAVING AND GRADING NOT PRECLUDE THE EXISTENCE OF OTHER PLANS INDICATE FINISHED CONCRETE GRADE UNDERGROUND ITEMS. RECORD INFORMATION DR PAVESTONE (TOP OF PAVEMENT). ALL IS BASED UPON
DATA COLLECTED FROM BOTH ELEVATIONS ARE TOP OF CURB (TC). U. N. O. PUBLIC AND PRIVATE SOURCES. THE TP = TOP OF PAVEMENT COMPLETENESS AND/OR ACCURACY OF THESE TC = TOP OF CURB RECORDS
CANNOT BE GUARANTEED. IT SHALL G = GUTTER BE THE CONTRACTOR'S RESPONSIBILITY TO UNCOVER AND VERIFY THE ACTUAL DEPTH AND 15. LANDSCAPING AND IRRIGATION -􀁉􀁾􀁅􀁆􀁅􀁒􀀠TO CONDITION OF
ALL AFFECTED UNDERGROUND IRRIGATION DRAWINGS FOR UNDERGROUND UTILITIES WITHIN THE AREA AND PROTECT SLEEVES TO BE PLACED UNDER THE PAVEMENT. EACH FROM DAMAGE DURING TEMPORARY OR DRIVES.
AND SIDEWALKS. REFER TO LANDPERMANENT CONSTRUCTION. THE CONTRACTOR SCAPE PLANS FOR INFORMATION PERTAINING SHALL NOTIFY ALL UTILITY COMPANIES 48 TO THE LANDSCAPE AREAS AND IRRIGATION
HRS. PRIOR TO ANY EXCAVATION. THE SERVICE CONNECTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES AND COSTS OF REPAIR THEREOF. 16. ELECTRICAL -REFER TO ELECTRICAL DRAWINGS FOR INFORMATION
REGARDING THE UNDERGROUND 8. THE CONTRACTOR SHALL PROVIDE THE SERVICE CONNECTIONS AND CONDUITS TO BE NECESSARY SHEETING, SHORING. AND BRACING PLACED FOR PROPOSED LIGHT POLES AND WITH
AN EXCAVATION AND TRENCH SAFETY RELATED ELEMENTS.-PRELIMINARYPROGRAM COORDINATED WITH THE ENTIRE PROJECT INCLUDING UTILITY CONSTRUCTION. 17. BARRIER FREE RAMPS -BARRIER FREE RAMPS SUBMITTEO
FOR REVIEW80TH TEMPORARY AND PERMANENT. THIS SHALL BE CONSTRUCTED AT ALL LOCATIONS BY Chat1es E. BeMstl. P.E. E. P.E. 68613PROGRAM SHALL INCLUDE PROTECTION FOR INDICATED ON THE PLANS.
INCLUDING AT ALL 􀁾EXCAVATION WITHIN THE ENTIRE PROJECT CROSSWALKS IN ACCORDANCE WITH ADA Date NOVEMBEFl 2001WHERE SPACE DOES NOT ALLOW LAYING BACK STANDARDS AND TOWN OF ADDISON STANDARD
OF EXCAVATED SLOPES WITHIN THE. CONSTRUCTION DETAILS UNLESS OTHERWISE NOT FOA CONSTRUCTION. BIDDING DESIGNATED RIGHT OF WAY, WITHIN SAFE AMENDED BY THESE DRAWINGS. OR PERMrTTlNG PURPOSES
WORKING CLEARANCES, OR WITHIN THE 􀁾􀀠TEMPORARY CONSTRUCTION EASEMENTS c.oNTRAC.T 􀁾􀁅􀁔􀀠NO. I,...;' PROVIDED BY DART. 2 OF 12 D 􀁾􀁄􀀮􀁾􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀀭􀁲􀀭􀀧􀁾􀁾􀁄􀀮􀀧􀀭􀁾􀀭�
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􀀭􀁄􀁾􀁄􀀭􀁉􀀭􀁓􀀭􀁏􀀭􀁎􀁾􀁾􀁾􀀠"""w>< 􀁾􀀠􀁾􀀠TURNER COLLIE. BRACEN INC. ""'_ 􀀢􀀢􀀢􀁇􀁌􀀧􀁾􀀠TRANS I T CENTER L..l. L..l. ,J, AATC.L11'l" 0ENERAL NOTE7 -""" NO.<:,ONTRAGT e.IDWGI 2
I 3 I 4 I 5 I 6 I 7 LINDA TYCHER a ASSOCIATES ARS ENGINEERS INC. D'", REV DATE DE5CRIPTION BY ENG-CHK APP REV DATE DE5c..RIPTION BY ENG-CHK APP 
2 3 4 :5 6 7 e, .<\ MeT FISEROPTIC !,iT Il [T'( S1GN B􀀭􀁾􀀭􀀭􀁩􀀠<' 􀁾􀀻􀀠---1 CONSTRUCl BARR 1ER-f'l<EE RAM? ITYP1CALl NOTE: SEE SHEET 4 FOR INFORMATION IN THIS AREA. NOH:: ALL REr[RCNCE
PO:NTS ARC TAK£N AT FACE or CURB. ", 􀀭􀁾...... 􀁾􀀠 􀁾􀀠 􀁾􀀭􀀭􀀭􀁬􀀠􀁾􀀠---l "A 􀁾􀀠􀀭􀀭􀀭􀁬􀁾􀀠TURNER COLLIE 80: BJlADEN INC. lINDA T't'CHER & ASSOCIATES ARS ENGINEERS INC. 3 4 :5
® ASCALE IN FEET i 0 20 40 B G PREUMINARY SUBMITTED FOR REVIEW, 􀁂􀁙􀁾􀁅􀀬􀁂􀁥􀁭􀀡􀁮􀀮􀁐􀀮􀁅􀀭􀁐􀀮􀁅􀀮􀁾􀁉􀀠􀁾􀁉􀀠Dam NOItEMBER 2001 ' CONSTRUC110N, BIDDING OR PERMITTING PURPOSES :..
3 OF 12 D ADDi;,ON TRAN;,IT GENTER 􀁾􀁉􀁔􀁅􀀠PI-AN 6 7 
CD 􀁾􀀺􀁾􀀠􀀱􀁾􀁾􀁾􀀸􀀮􀀰􀀵􀀠P.C. STA. P.C. STA. P. C. STA. ® N.= 11066.44 ® N. = 11071. 43 (J) N. = 11176.39 􀁾􀀠E.= 12207.93 E.= 12343.27 E.= 12362.09 E.= 12602.82 P. T. STA. P. T.
STA. P. T. STA. P. T. STA.® N.= 11019.86 ® N.= 11066.69 ® N. = 11071. 68 ® N.= 11177.60 E. = 12236.52 Eo = 􀀱􀀲􀀳􀁾􀀳􀀮􀀠99 E.= 12362.80 J'!E)EX. CURB & GUTTER E.= 12631.36 R.= 73.81'
R. = 5' R. 5' EXISTING RAIL LINE 􀁾􀁐􀁒􀁏􀁐􀀮􀀠CURB & GUTTER R=38.38' 􀁾􀁁􀁌􀁅􀀠􀁾􀁉􀁎􀀠FEET! 􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭--------------------0 " '" ..,
SAWCUT & REMOVE , 􀁾􀁾􀁐􀁒􀁏􀁐􀁏􀁓􀁅􀁄􀀠􀁓􀁔􀁒􀁉􀁐􀁉􀁎􀁾Cf r EX. CURB & GUTTER 􀁾􀁟􀁾􀀠􀁾􀁃􀁁􀁌􀀩􀀠rMATCH EX. PAVEMENT 0()f , r-L .,,-n. IV 1'\./1 c..n IV 1'-. '-"I c..n ----7-':=' 􀁾􀀠I-IL.-l-'􀁾􀀠�
�􀀠/􀁾􀀠! 􀁾􀀠0 1!. D)/D D /..Q D (00 ro 0 -0] FF=633.S0 0 '[-0] o Fa-O] 0 IJIJ "\ 􀁾􀀠I --' /-; ..Y" -.J NOTES1. ALL WORK TO BE DONE BY THIS CONTRACTOR IS DELINEATED -BY PRDJECT LIMITS.
/"2. All DIMENSIONS TO CURBS ARE TO F'ACE OF' CURB. /3. ALL WORK OUTSIDE PROJECT LIMIT /LINE ARE NOT IN CONTRACT {NIC}UNLESS OTHERWISE SHOWN. /􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠4. fOR BUS BAY LENGTH REFER
TO /;DETAIL 3ICC6-0002. "-. "-J=f./􀁾􀀠"I 􀁾􀀢􀀺􀀾􀀭r S ,0 r I'c;t," R( 􀁾􀁰􀀠I I /' l"I ;F I I //I r , ( I ) 'L .J fn 􀀯􀀺􀁾􀀠,-􀀨􀁾􀀻􀁔􀀭􀁄􀀭􀀰􀁔􀁾􀀠-1. 􀁾􀀠􀁾􀀠/?>i rH 􀁾􀁾􀀭􀀭􀁭􀀭􀁾􀁃􀀺􀀲􀂷􀀠·
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FOR REVIEW BY CNltfes E. Betm\. f'J';. P.E, saG13: : 􀁾􀀠Date 􀁾􀁂􀁅􀁒􀀠200f NOT FOR CONSTRUCTION, BIDDING. I OR PERMITnNG PURPOSES I'-VN '""I !*lEET NO. 4 OF 12 Ill. 􀁾􀁁􀁉􀁉􀁬􀁉􀁔􀀠i
U 􀁾􀀠r..,; ADDI?ON Ill. TtlRNER COLLIE &. BRADEN INC. 􀁾􀀠""'''''-''' TRAN?IT CENTERLl. 􀁉􀁾􀀧􀀭􀀢􀁾􀀽􀀧􀀢􀀠Ill. tHIDA T'fCKER &. ASSOCIATES I""""" 􀁾􀁾􀀠EXI<;,T INC? BU<;, LANE Ll.
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QIVIOES DRAINAGE FLOW ARROWS @E=:0RAINAGE AREA NUMBER Ij O<l"'S,14 \ CONCRETE COl.lARS. BEGIN NEW STOilM SEWER FL. 626.60 IS.... Rep II) 0.29:¥ I L : 􀁾􀀠.-CENTER (T'(P.) :f= i 􀀮􀁾􀀠.i
DRAINAGE AREA IN ACRES --100 '(tAR 􀁓􀁔􀁏􀁾􀀠RUNOFF IN '::.1'.5. 􀁾􀁲􀀮􀀧􀁏􀀢􀁃􀀱􀁁􀀠WHERE: C"'0.90 (1/C"'IO MJN.) 􀁾􀀺􀀠􀁾􀁊􀁾􀀻􀁾􀀺􀁮􀁾􀁾􀀠􀁾􀁾􀀠EX, 8' CURE INLET TOP 630,50 fL, 621.::'0
FX, 1$"' Rep N '" loe03.1463 L " 12241.5292 GO" SENO /II '" 1\)'[91.5157E lZ2:Jl'L 9271 \ CONN. TO EX:. 16H RCPL FL. 62:6.90 REMOVE ONE SEGIoiENl OF EXlSTlNG 18' 􀁾􀁣􀀻􀀾􀀠STORM SEWER.
INS1ALl I -18"):"18" 60 RepWY( CONNECTION. ENCASE JOiNTS OF EXiSTING 18" 􀁓􀁔􀁏􀁒􀁾􀀠SEWER 􀁉􀀧􀀯􀁾􀁔􀁈􀀠6" THICK :< 19" LONe \ \ LATERAL. L N ", 10T81.6038 ;. '" 12236.731$ £X. 6' nEe
CURB INLET 63 62 62 􀁾􀁉􀀠...._.. I 6" I I ... --􀁾􀀭il'"􀁾􀀢􀀠􀁾􀁾􀁾􀀠􀁾􀀠f'" 􀁾􀀬􀀠-!l.. i... i... ! 0""-􀁾􀀠-, i, .. , I 􀁾􀀠ReP Q 􀀨􀀩􀀮􀁴􀁾􀀠􀁾􀁾􀀠i I I I􀁈􀀺􀁾􀀮􀁾􀀠􀀮􀁾􀀠o 20
40 60 r NEENAH LIGHT 􀁾􀁕􀁔􀁙􀀠SQUARE GRATE INLET {CAT. NO. R-4S08-C! WHH ANGLE ANCHOR FRAME (CAT. NO. 􀁒􀁾􀀴􀀶􀀹􀀹􀀩􀀠OR APPROVED EQUAL 3.5' I 6" /II CONTROL POINT Q CENTER OF INLET
OPTIOHAL CONST. JOINT (TyP.) R£lN. 'HI 04 SARS a 12" O.C.E,W. II NOTES TO CONTRACTOR I 1. USE 30ao PSI CONCRETE. 2. ALL LAPS AND EXTENSIONS OF REINF. TO BE 30x 0 lAM. OF eAR. 􀁟􀀭􀀱􀀭􀁴􀀱􀁲􀀺􀀻􀀺􀁾􀀠
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2OO'J NOT FOR CONSTRUCTION, BlOOING OR PERMmlNG PURPOSES 􀁾􀁔􀁎􀁏􀀮􀀠5 OF 12 ADDISON TRANSIT CENTER DRAINA0E .J-0RADIN0 PLAN NO, o A B B D 2 3 4 5 6 7 
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NOVEMBER 2.001 NOT FOR CONSTRUCTION, BIOOlNG OF! PERMOTlNG PURPOSES 6 OF 12 ADDISON TRANSIT CENTER PAVEMENT JOINT LAYOUT REV o A B D" 2 J 4 5 6 7 
e,3 4 5 6 72 <G."-" ,.", O<A'" J. ItATGl..tn'" .,."..." .,!, I:IITGl-II'l" 􀁾􀀠" • OW"", 6. !HII"PY DAn< """"""""0'" Re:V DAT£ 0E5C-RIf'TI0N OR PERMmlNCi PURPOSES <:..ONTAACT 􀁾􀁲􀂣􀁥􀀺􀁲􀀠NO.
7 OF 12 ADDISON TRANSIT GENTER PAVEMENT MARKING AND SIGNING PLAN DW(:; NO. R"" 0 ® A ASCALE IN FEET I I 0 20 40 B 􀁾􀀠CU@CD B 􀁾􀀠53.21 S3. 10 53.16 @® @G PRELIMINARY SUBMtTTEO FOR REVIEW
BY Ch8.IleG E.13eI':.nmI, 1'>J;:, P.E. 00GI3 􀁾􀀠Date NOVEMSER 2001 NOT FOl1 􀁾􀁃􀁔􀁊􀁏􀁎􀀬SIOOING D IlilAlffiJ' '1i!l@.,!J!ECf De:5CJtIPilQN TlJRNfR COlLI£ Ii. eRAIi£N INC, LINIJA T'tCHI!R
&. ASSOCIATES AAS ENGINEERS INC, 3 4 5 6 7 e, 
--2 I 3 I 4 I I 6 I 7 II A -B -Gl "-Gl "c.. z 0 '" -I '" i! 0 "' >' ...'" "' "' 2" 􀁾􀀠'" ><t >0 '" u '" !f.z " '" 􀁾􀁃􀀠 <XI N >" /'>0 i!'a: <t 0.'" CRUSHED LlME5TO!,'E. TYPE I, EMBEOMENTI
Cnlshed limestone Jb<III (XlI'IlIlst f11' clrable 􀁰􀁯􀁲􀁴􀁬􀁾􀁪􀀸􀁬􀀱􀀠of CI"IJ.I'lMd at«'Io r.onglng In .,.!Ze frQII f-I" I Trench WI di"h I(Refer toto IA" witt, J»rcent of w&<lr'
Mt $KCD6dlnQ 35:1:, The gradation bds"d On ASTltI 0440 size 61 use Q3 follonl Standard 􀁾􀀠6' //SLOPE TO MEETBARRIER FREE RAMP .SHALL HAVE GUTTER LINE􀁾􀀠LOy bight rq3gloo Speclflcatrons􀁾􀀠.
􀀧􀁾􀁾􀁯􀁧􀁾􀁅􀁧􀁊􀀻􀁦􀁾􀁁􀁓􀁦􀁉􀁻􀁦􀁬􀁾􀁾􀁄􀁁􀁾􀁁􀁒􀁁􀁌􀁌􀁅􀁌􀀠vlURB BEYOND􀁾􀀠for Construction »I' 100 TO EACH OTHER AND PERPENDICULAR 􀁾􀀠S 􀁾􀀹􀁌􀁡􀁾􀁬􀁡􀁁􀁔􀀠SO -100 TO THE PEDESTRIAN
MOVEMENT. I 􀁾􀁬􀀭􀁌􀁏􀁐􀁾􀁾􀀺􀀺􀀠􀁾􀀭􀁬􀁩􀀻􀁩􀀠Trench..., 0-.10 􀀱􀀲􀁾􀁬􀀠􀁍􀁁􀁾BOCKfll"".. -, .. ....... 􀁾􀀠A. 4" THICK . /CONC. WALK.-I "'-BUTT JOINT􀁾􀀧􀀣􀀧􀁬􀀠BAR SE:E: DETAILS
CONT. THIS SHEET GA:Af.t)LAR. HPJ;: 􀀳􀁾􀀠EMBEOMENTt Pit run orml,.llar Mt>edMnt IIIO'I'erlol '$hall tlI!I"'fnx1 -flowlno lla"id or tfll)ald I!lYld <'11'):1 peQ 'Tavel U"BI'I frCfll,
~#4 BARS 8-tI2"x12" BARRIER FREE RAMP I<lr'QU $'t(ln1Jll, Cia), and orgf.l'ilc /rClterlQI. The materia' may bo Qn Ihftlrlf'Jr" MATCH LATERAL g'ooo of pIt run 01" blow sand not oortl'l.'lll),
eonsldered satts1'oetory for BAR SPACINGC()J'1Crota GQI1I'"01)'ltI'J .nO nxIY M used" dIrectly fr't'fII pHs w!ltIQlJt Pt"CC6SJ1h'lih SECTION pravlmd It eoq;.11es wIth the IlJtllltlu
descrfbtd tlereln. 'Jhi) Mtarlol it'K:Ill SCAlE' N. T.S.be stM:h that 􀁾m It will mt 'f«Tfj a fI'tId b<l1l IX' tand tp cling toQriher. 1l'\Q m.rlerlol lIha[1 hcr-le 100l P<J.tIll1no
0I'l!I! lnd1 n"l $fs\f8 and -the 1)1(l$flclt)' 6" CURB IndeX c'f tMt IXTt jXlsslno tho $101.'0 1$ ¢l.rtclll$d frl1ll the elf». Type DETAIL SCALE; N.T.S. PIPE EMBEDMENT DETAIL 􀀬􀁾􀀠-'-'
'''''" 􀁉􀁉􀁾􀀠'"8 􀁾􀀠IV> Not To Scola 2 -5' 6" _A REINF. 􀁒􀁏􀁏􀁓􀁾􀁉ElII ..L • " ' II 􀁾􀀬􀀬􀀭􀁹" STEEL A CHOR RODS f2 PER BARRIER) CONCRETE WHEEL STOP SCALE; N. T. S. 􀁩􀁾􀀠􀁾􀀽􀀽􀀽􀀽􀁆􀀽􀀡􀀽􀀽􀀽
􀁾􀁉􀁉􀂭XI I xF􀁾􀁉􀁾􀀠TAPER: 0" TO 4" TAPER! 0" TO 4" 􀁾􀁾􀀠m.1-=-1:"􀀽􀀺􀀭􀀡􀁂􀁾􀀧""","i CURB VARIES AT􀀸􀁁􀁒􀁒􀁾􀁾􀀯􀁒􀁅􀁅􀀠!􀁾􀁉􀁾􀀠􀁾􀁉􀀧􀀢ji RAM? G" TO 0" i 􀁾􀀽􀀽􀀽􀀪􀀽􀀽􀀽􀁾􀁦􀀠I1SLOPE
􀁾􀁲􀀠I f:::. f:::. f:::. f:::. f:::. 􀀭􀀭􀀮􀁾􀀠(1/";" PER FT. #3 BARS e lB"D.C. E. W. SECTION StAtE' N. T.S. BARRIER FREE RAMP AND CROSSWALK DETAIL (1SL) SCALEl N. T. S. 􀁃􀁾􀀰􀀴􀀠-I>UU:
,<aIJ)AIII'II' IPIIt@"IllEC'II' .t AAiGWf¥ """'" 6" 6' 9' PAINTER STRIPE Ii. TO Ii. B -#4 DOWELS C! 18" O,C. MATCH EXrST. CONST. JOINT IPRELIMINARY SUBMITTED FOR REVIEW' BYCh!IIIe$ E..Sam;en.p£.
P.E.68613 , 􀁾􀁉􀁮􀁣􀀮􀀭􀁊􀁩􀀠Date NOVEMBER 200'1 NOT FOR CONSTRUCTION, B100ING I OR PERMlTIlNG PURPOSES D ADDISON 􀁔􀁬􀀩􀁒􀁎􀁾􀁒􀀠COLLIE So BRAOEN lNC. TRANSIT CENTER1J. UTGLIFF I"""""liNOA
l'YCkER & ASSOCIATES ,,PAVIN& .. WALK DETAIL? m """"" I), ";11TY DAmARS ENGINEERS INC. """","",0'􀁾􀀠>-f:::. 􀁪􀁃􀀮􀁏􀁎􀁔􀁾􀁃􀀮T DW!; NO.'" 􀁾􀀭􀁏􀀭􀁁􀁬􀂣􀀭􀁾􀀭􀀭􀁄􀁅􀀭􀁓􀀭􀁃􀀮􀀭􀁒􀀭􀀬􀁰􀀭􀁲􀀭􀀧􀁏􀁎�
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4 I I 6 I 7 I 1 I 
I I 2 I 3 I 4 I I 6 I 7 A A -B -G G -D I 2 I 3 I 4 I I 6 I B e,. e,. e,. e,. e,. e,. REV SITE DESCRIPTION PROJECT LIMITS' AN APPRoxiMATE 4 $[0£0 PARCEL OF LAND SITUATEO BETWEEN THE FOLLOWING:
EXISTING DART TRANSIT CENTER. ARAPAHO ROAD, ADDISON ROAD AND A FUTURE DART RAIL UNt:. PROJECT DESCRIPTION: CONSTRUCTION OF A 1',000 S.F. PAVEO PARKING LOT WITH PARK LIKE LANDSCAPING.
GRADING, DRAINAGE. SUBGRADE PREPARATION. CURBING. CONCRETE PAVING, SIGNING, AND PAVEMENT MARKINGS. UPGRAOE EXISTING UTILITIES AND STORM DRAINAGE IMPROVEMENTS. MAJOR SOIL DISTURBING ACTIVITIES:
CLEARING AND GRUBBING, GRADING. EXCAVATION, COMPACTION. ORIVEWAYS AND PARKING LOTS CONCRETE FORMWORK. STORM SEWER CONSTRUCTION, EROSION AND SEDIMENT CONTROLS. AND TOPSOIL WORK FOR FINAL
PLANTING AND SEEDING. TOTAL PROJECT AREAl 0.514 ACRES TOTAL AREA TO BE DISTURBED' O.3S6 ACRES WEIGHTED RUNOFF COEFFICIENT (AFTI.:-R CONSTRUCT ION): O. sa EXISTING CONDITION OF SOIL &
VEGETATIVE COVER AND 􀁾􀀠OF EXISTING VEGETATIVE COVER: THE S[TE IS GENERALLY COVERED WITH SHORT GRASS. THE SITE IS LOCATED IN AN AREA UNDERLAIN BY DEPOSITS OF THE AUSTIN CHALK LIMESTONE
FORMATION CONSISTS OF GRAY CHALKY LIMESTONE WITH SOME SHALE AND PARTINGS. NAM£ OF RECEIVING WATERS: THE PROJECT DRAINS INTO THE WHITE ROCK CREEK VIA UNDERGROUND STORM SEWERS AND OPEN
CHANNELS. CONTROLS SOIL STABILIZATION PRACTICES: TEMPORARY SEEDING PERMANENT PLANTING, 􀁓􀁏􀁏􀁄􀁉􀁎􀁇􀁾􀀠OR SEEDING MULCHING 􀁾SOIL RETENTION BLANKET BUFFER ZONE 􀁾PRESERVATION OF NATURAL
RESOURCES OTHER: DISTURBED AREAS ON WHICH CONSTRUCTION ACTIVITY HAS CEASED (TEMPORARILY OR PERMANENTLY) SHALL BE STABILIZED WITHIN 14 DAYS UNLESS ACTIVITIES ARE SCHEDULED TO RESUME WITHIN
21 DAYS. { i DENOTES NOTES UNDER STRUCTURAL PRACTICES! OTHER. DATE DESG-RIPiION EROSION AND SEDIMENT CONTROLS STRUCTURAL PRACTICES; " " OTHER: SILT FENCES HAY BALES ROCK BERMS DrVERSION.
INTERCEPTOR, OR PERIMETER DIKES DIVERSION. INTERCEPTOR, OR PERIMETER SWALES DIVERSION DIKE AND SWALE COMBINATIONS PIPE SLOPE DRAINS PAVED FLlJ.AES ROCK BEDDING AT CONSTRUCTION EXIT TIMBER
MATTING AT CONSTRUCTION EXIT NOTES! CHANNEL LINERS SEDIMENT TRAPS SEDIMENT BAS IN STORM INLET SEDIMENT TRAP STONE OUTLET STRUCTURES CURBS AND GUTTERS STORM SEWERS VELOC[TY CONTROL OEVICES
1. INSTALL SOIL RETENTION BLANKETS ON ALL EXPOSED SLOPES GREATER THAN 􀀳􀁾􀀱􀀠AT THE DIRECTION OF THE DART ENGINEER, OR AS SPECIFICALLY SHOWN ON THE DRAWINGS. 2. DIVERSION. INTERCEPTOR.
OR PERIMETER DIKES AND/OR SWALES SHALL BE INSTALLED AT THE DIRECTION OF THE DART ENGINEER, OR AS SPECIFICALLY SHOWN ON THE DRAWINGS. 3. THE CONTRACTOR MAY BE REQUIRED BY THE OART ENGINEER
TO INSTALL OTHER STRUCTURAL CONTROL MEASURES NOT NOTED ASOVE. NARRATIVE -SEQUENCE OF CONSTRUCTION {STORM WATER MANAGEMENT; ACTIVITIES: THE ORDER OF ACTIViTIES SHALL BE AS FOLLOWS: 1.
INSTALL INLET PROTECTION FILTERS AT EXISTING INLETS lN EX1ST1NG PARKING LOT AND ALONG ARAPAHo RD. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCES. 2. INSTALL SILT 􀁆􀁅􀁎􀁃􀁅􀁓􀁾􀀠AND/OR
CURB INLET SEDIMENT FILTERS: A. AROUNO TOPSOIL STOCKPILES AND AT EMBANKMENT ANO EXCAVATION LOCATIONS. B. AROUND ALL NEW AND TEMPORARY INLETS AS SOON AS THEY ARE FUNCTIONAL. 3. GRAOE
THE PROJECT TO SUSGRAOE. TEMPORARILY SEED OR MULCH THE DISTURBED AREAS UNLESS CONSTRUCTION ACTIVITY IS TO RESUME WITHIN 21 DAYS. 4. INSTALL SOIL RETENTION BLANKETS ON ALL EXPOSED SLOPES
GREATER THAN 3:1. 5. CONSTRUCT IMPROVEMENTS ANa DETOURS WITHIN PROJECT LIMITS. 6. APPLY PERMANENT SEEDING WHERE APPLICABLE. 7. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE ANO THE SITE
IS STABILIZED AND APPROVED BY THE ENG £NEER , REMOVE ALL TEMPORARY STRUCTURAL CONTROLS AND RE-SEEO ANy AREAS DISTURBED BY THEIR REMOVAL. ANY PERIMETER CONTROLS SHALL REMAIN EN PLACE
UNTIL FINAL STABIL1ZATION OF THE AREA UPSTREAM. STORM WATER MANAGEMENT: STORM WATER RUNOFF WILL BE COLLECTED BY THE 􀁏􀁎􀁾􀁓􀁉􀁔􀁅􀀠GRATE INLETS, CURB INLETS, AND UNDERGROUND STORM SEWER
SYSTEMS ALONG QUORUM OR. AND ARAPAHO RD. THESE S\'STEMS WILL CARRY DRAINAGE WITHIN THE DART PRoPERTY TO THE TOWN OF ADDISON STORM SEWER SYSTEMS. PERMANENT EROSION CONTROLS INCLUDE HYDRAULIC
DESIGN TO LIMIT STRUCTURE OuTLET VELOCITIES AND FINAL CRADING GENERALLY CONSISTING OF 6:1 OR FLATTER SLOPES WITH A PERMANENT VEGETATIVE COVER. TURNER COLLlE &. BRAOEN !NC. UNOA T'fCHER
&: ASSOCIATES AFlS ENG 1 NfERS HIC. OTHER EROSION AND SEDIMENT CONTROLS: MAINTENANCE: ALL EROSION AND SEDIMENT CONTROLS WILL BE MAINTAINED IN GOOD WORKtNG ORDER. IF A REPAIR IS NECESSARY.
IT WILL BE DONE AT THE EARLIEST DATE POSSIBLE, BUT NO LATER THAN 7 CALENDAR DAYS AFTER THE SURROUNDING EXPOSED GROUND HAS DRIED SUFFrCIENTLY TO PREVENT 􀁾􀁕􀁒􀁔􀁈􀁅􀁒􀀠OAMAGE FROM 􀁈􀁾􀁁􀁖􀁙􀀠EQUIPME
NT. THE AREAS ADJACENT TO CREEKS AND DRAINAGE WAYS SHALL HAVE PRIORITY FOLLOWED BY DEVICES PROTECTING STORM SEWER 􀁉􀁎􀁌􀁾􀁔􀁓􀀮􀀠INSPECTION' AN INSPECTION WILL BE PERFORMED BY A DART
INSPECTOR EVERY WEEK AS WELL AS AFTER EVERY RAIN OF HAL INCH OR MORE {AS RECORDED ON A RA1N GAUGE TO BE LOCATED AT THE PROJECT SITE). AN INSPECTION AND MAINTENANCE REPORT WILL BE MADE
PER EACH INSPECTION. BASED ON THE INSPECTiON RESULTS, THE CONTROLS SHALL BE REVISED PER THE INSPECTION REPORT. WASTE MATERIALS: ALL WASTE MATERIALS WILL BE COLLECTED IN A SECURELY LIDDED
METAL DuMpSTER. THE DUMPSTER WILL MEET ALL STATE AND LOCAL CITY SOLID WASTE MANAGEMENT REGULATIONS_ ALL TRASH AND CONSTRUCTION DEBRJS 􀁾􀁒􀁏􀁍􀀠THE SITE WILL BE DEPOSITED IN THE OUMPSTER.
THE DUMPSTER WILL BE EMPTIED AS NECESSARY OR AS REQUIREO BY LOCAL REGULATION. AND THE TRASH WILL BE HAuLED TO A LOCAL DUMP. NO CONSTRUCTION WASTE MATERIAL WILL BE BURIED DN SITE. HAZAROOUS
WASTE (INCLUDING SPILL REPORTING): AT A 􀁍􀁉􀁎􀁉􀁍􀁕􀁍􀁾􀀠ANY PRODUCTS IN THE FOLLOWING CATEGORIES ARE CONSIDERED TO BE HAZARDOUS; PAINTS. ACIDS FOR CLEANING MASONRY SURFACES. CLEANING
SOLVENTS; ASPHALT PRDDucrs. CHEMICAL AOOITIVES FOR SOIL STABILIZATION, OR CONCRETE CURING COMPOUNDS AND ADDITIVES. IN THE EVENT OF A sprLL WHICH MAY BE HAZARDOUS. THE AUTHORITY SHOULD
BE CONTACTED IMMEDIATELY. SANITARy WASTEl ALL SANITARY WASTE WILL BE COLLECTEO FROM THE PORTABLE UNITS AS NECESSARY OR AS REUUIREO BY LOCAL REGULATION BY A LICENSEO SANITARY WASTE MANACEMENT
CONTRACTOR. OFFSITE VEHICLE TRACKING: ___ HAUL RDADS DAMPENED FOR DUST CONTROL LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN EXCESS DIRT ON ROAD REMOVED DAILY STABILIZED CONSTRUCTION
􀁾􀁎􀁔􀁒􀁁􀁎􀁃􀁅􀀠OTHER' DISPOSAL AREAS, STOCKPILES. AND HAUL ROADS SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE AND CONTROL 􀁔􀁈􀁾􀀠AMOUNT OF SEDIMENT THAT MAY ENTER RECEIVING
WATERS. D1SPOSAL AREAS SHALL NOT BE LOCATED [N ANY WETLAND. WATERBODY, OR STREAMBED. CONSTRUCTION STAGING AREAS AND HAUL ROADS SHALL BE CONSTRUCTED IN A MANNER TO MINIMIZE THE RUNOFF
Of POLLUTANTS. ALL WATERWAYS SHALL BE CLEARED AS SOON AS PRACTICABLE OR TEMPORARY EMBANKMENTS. TEMPORARY BRIDGES. MATTING. FALSEWORK. PILING. DEBRIS OR OTHER OBSTRUCTIONS PLACEO OURING
CONSTRUCTION OPERATIONS THAT ARE NOT A PART OF THE FINISHED WORK. ",,,,,,,, PRELIMINARY SUBMITIED FOR REVIEW BYCtIMoo E.Bemelt,P.E􀁰􀀮􀁅􀀮􀁾􀀠􀁾􀁬􀁉􀁬􀁉􀀺􀀮􀀠Data NOVEMBER 200i NOT FOR
CONSTRlJCTiON, BIDDING OR PERMImI'G ?UFIPOSES 􀁾􀀠OF 12 ADDISON TRANSIT GENTER SWF'F'F' 6ENERAL NOTES NO. --too 0 7 
2 3 4 6 7 STRAW BALE CURB INLET PROTECTION BARRIER A A wi SAND BAGS ON TOP,--rb"f,,, BALES 12-24" FROM INLET PLACE BALES ANO STAKE B NOT LESS CURB BMP 4. 5. 1. 1. rNGRESS INLET PROTECTION
BARRIERS N.'f.S. PM.. ,J, AATGLJl<F CONTRAC-T 􀁾􀁔􀀠NO. 10 OF 12 AOOI?ON TRAN? I T GENTER swppp STANDARD DETAILS OWl!:; NO. REV o ...,...., ,J, ""Yc\"'1I'l" """""" 􀁾􀀠• .. '""'" ...
""""""""'" c' PIIIIC.llIECT 2 3 6 7 REINFORCED FILTER FABRIC BARRIER 1. SET POSTS ANO EXCAVATE 4" X 4" TRENCH UPSLOPE ALONG LINE OF PoSTS. 3. ATTACH FILTER MATERIAL TO WIRE FENCE AND
EXTENO IT INTO THE TRENCH EXTENSiON OF FABRIC INTO TRENCH WIRE REV DATE: ITEM 4311 REINFORCED FILTER FABRIC BARRIER DESCRIPTION BY EN& CHIC'.. APP UV DATE 􀁅􀁘􀁉􀁓􀁔􀁉􀁎􀁾􀀠50' MINE'􀀭􀀭􀀭􀀭􀁉􀁉􀁒􀁉�
�􀁾􀁾􀁾􀁂􀁾􀀮􀀺􀀠WAj GROUND 􀀢􀁾􀀠XV '«:'P'! 􀁾􀀠/' 􀀬􀁾􀂥􀁜􀁗􀀼􀁾􀁾􀁾􀀠--􀁾􀀠SEPARATION GEOTEXTIl: 8" MIN. FABRIC FOR THE FULL WIDTH GRACE TO PREVENT AND LENGTH OF EXIT RUN-OFF FROM
LEAVING SITE 2. SECURE WIRE FENCING TO POSTS. PROFILE EXISTrNG 4. BACKFILL AND COMPACT COMPACT THE EXCAVATED SOIL. COARSE AGGREGATE DESCRIPTION ey EN& G-HK APf' PLAN VIEW GENERAL NOTES
1. LENGTH SHALL BE AS SHOWN ON THE CONSTRUCTION DRAWINGS, 8UT THAN 50 FEET. 2. THICKNESS SHALL BE NOT LESS THAN a INCHES. 3. WIDTH SHALL NOT BE LESS THAN FULL WIDTH OF All POrNTS OF
OR EGRESS. 4, STABILIZATION FOR OTHER AREAS SHALL HAVE THE SAME AGGREGATE THICKNESS AND WIDTH REQUIREMENTS AS THE STA8ILIZED CONSTRUCTION EXIT, UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION
DRAWINGS. 5. STABrLrZEO AREA MAY 8E WIDEN OR LENGTHEN TO ACCOMMODATE A TRUcK WASHING AREA. WHEN SHOWN ON THE CONSTRUCTION DRAWING, AN OUTLET SEDIMENT TRAP MUST BE PROVIDED FOR THE TRUCK
WASHING AREA. ITEM 4711 STABILIZED CONSTRUCTION EXIT GENERAL NOTES 1. WOVEN WIRE FENCE TO BE FASTENEO SECURELY TO FENCE POSTS WITH STAPLES. 2. FILTER CLOTH TO 8E FASTENED SECURELY TO
WOVEN WIRE FENCE. WITH TIES SPACED EVERy 24 INCHES AT TOP ANaMIOSECTION. 3. WHEN TWO SECTIONS OF FILTER CLoTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED 6 INCHES AT THE POSTS.AND FOLDED.
TURh'fR COLUE & BRADEN INC. UNDA TYCHER & ASSOcIATES MIS ENGINEERS INC. 4 :; i!)t\IlliT PREUMINARY iSUBMrTTED FOR REVIEW BY Cb:mes E. &moen, f'.E, P£ ..!!.!.L 􀁾􀀠Date NOVEfi.aen 200l
Nor FOR CONSTAuCTlON. SlDDING OR PEliMITIlNG PURPOSES 
C LIMBS SHRUBS ·OOUBLE SiAGGEREO ROW, 3'..(}"O,C.; 18" Mitt Hr. AT PLANTING, 3i)" Hr. WITHIN 2YEARS ON50%OF CJTV OF ADDISON ARTIClE XXI lANDSCAPING REGULAlIONS REVIEW: EXISTING WfiJJ<ANO
TREE GRATEs REDuce A 5STREET FRONTAGE TREES SPACE RESTRlCTlOWCAR OVERHANG •unUZE GREEN URIOPE GROUNOCOVER MIN.6''h1OE,M/N. OOS,F, TREE PLANnNG AREAS ALl "fREES 'MTHIN VlSlBU.rrv TRIANGLES
HAVE miss PRUNED TO 6' HT" SHRtBSAAEMAX.1'-6"HT. PHASE I ; PARKING LOT SCREENING SHRuas PROHIBITED· i SPACE RESTRlcnONS SURFACE AtONe ENTlRE. STREET FRONTAGE. ! MIN, 4' WIDE PERIMETER
lANDSCAPE S1'f{lp B PARKING LOT IS ACONTlNUATlON OF PHASE IAND ADUTTS ADJOINING PAAKlNG LOT 3,480 S,F. PARKING LOT lANDSCAPE '" 21% 3e􀁾􀀠4' SHADE TREES M 8'tIT.ORNAMENTAL TREES NO SPACE
FURTHER THAN 50' FROM ASHADE REQIJlREO TREES, MAYSUBS11TUTE 2ORNAMEtrrA!. ANDlOR EVERGREEN 1R£ES FOR 1SHADE TREE 36 PARKING SPACESl10 """ 'fREES 3 STORY BRICK BUXl. ) 􀁾􀀢􀀢􀀢􀀭__ CONSTRUCT
12:' CROSSW.4l.K RE::.CMLEHGIHEER """""""4' 1fl.IRONRAlL FENCtHG. RE: CML""'".",. SCALE (IN FEET) 10 20 40 ,...,"'" """" 0_ DART PROJECT Lr<aID< LT'rCIiER """"" " L".." l!IJU'!.V(J1
"'" DWGNo. REV REV OAtE DESCRIPTION DESCRlPTtoN BY ENG CHK APP LS-1 o 1 7 o A i· B D C 
--C A 2 PLY FABRIC BEARING liOSE INSIDE OlA. OF NO tESS THAN 1f2" TO ENCASE WIRE 2"x2" CEDARSTAJ(ESDRIVE AT ANGlE THEN 􀀢􀀭􀀭􀁾􀁾􀀭􀀼􀁊􀀠􀁾􀀭􀀭ORAWPLIJMB.STAKESSHAI.L 􀁾􀁾􀁾􀁣􀀱􀁦􀀸􀁾􀁾􀁲􀁊􀀧􀁅􀁬􀁬􀁁
􀁒􀀠DOUBLE S'f'RAND 10 􀁾􀀭􀀭􀁾􀁾􀀺􀀺􀀢􀀢􀀮􀁪􀁪􀀺􀀺􀀺􀀢􀁆􀀭􀀭􀀢􀀺􀀭􀀭􀀭􀀭􀀭GAUGEGAlVWIRE"l-----H-lWl!mID il(fOHOSE ROOIlW.l CROWN l' ABOVE EXISTING GRADE "'MULCH OONSlRUCT EARTH SAUCER
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MIX"' M SUPPLIEDaY LMNG EARTH TECHNOlOGY· PH: (214) 0094332., OR EQUAL SCARlF\' SIDES ANtI BOTTOM OFiREE prr 􀁾􀁔􀀱􀁖􀁅􀁓􀁏􀁬􀁌􀀠A @SHRUB PLANTING DETAIL N.T.S. B PREPARED SOIL B TREE
PLANTING DETAIL1 NOTE; THIS DETAIL FORALlORNAMENTAl.S N,T,S.AND TREES"CAUPERANtI LESS. Pl.ANTlNG PROCEDURE UTILIZED FOR ALL TREES. PLANT SCHEDULE 􀁾􀀭􀀻􀁾􀀻􀀢􀀻􀀻􀀧􀁉􀁃􀁁􀁌NAME COMMON
NAME TREES: RO : QUERCUS SHUMARD!l 'SHUMARD' RID OAK eM BH GL LAGERSTROEMIA INDICA CRAPEMYRTlE 'WATERMELON RED' SHRUBS: I 'WATERMELON RED' I!..EX CORNVTA BURFORD HOllY 'BURFOROlrGROUNDCOVER: URiOPE MUSCARl GREEN LfFUOPE REMARKSSIZE 100 GAL T4' C:.. SINGLE 􀁓􀁔􀁒􀁁􀁉􀁇􀁈􀁔􀁔􀁒􀁕􀁾􀀠SSGAL I 12'.14'HT.,7'SP.• BRANCHINGA 6' S'HT•• MIN. STRUNK; BRANCHING AT 3' 5
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ARC'Hl1"EC'TS􀁾􀀠􀁾􀀠REV DATE DEScRIPTION BY ENG CHK APP REV DATE DESCRIPTION BY ENG CHK APP A @GROUNDCOVER PLANTING DETAIL N,T.S, GENERAL NOlES LANDSCAPE CONTRACTOR lS RESPONsiBlE FOR
LOCATING ALL UllLlllES BEFORE BEGINNING WORK LANDSCAPE CONTRACTOR TO NOTIfY OWNER IF NN SITE DISCREPANCIES OCCUR LANDSCAPE CONTRACTOR RESPONS1BLE FOR OBTAiNING All RElEVANT PERMITS ALL
PlANTING AREAS THAT ARE NOT JNDICATED AS SHRUBS OR GROUNOCOVER ARE TO BE HYDROMULCH BERMUDA ALl LANDSCAPE AREAS TO BE WATERED BY A FULLY AUTOMATIC IRRIGATION SYSTEM WITH RAlNANO FREEZE
SENSORS, DESIGNED BY A LICENSE[) IRRIGATOR GENERAL CONTRACTOR IS TO FINAL GRADE SITE IN ACCORDANCE WITH CIVIL ENGINEERING DOCUMENTS AND LEAVE SITE CLEAN AND FREE OF DEBRIS CONTRA.CT
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3:34 7 OK 10 (/1({hesh kLLI mI I ')../I{--7ti1-3£,70 jlOOBoJ,l..Ino_ AGENDA PLANNING AND ZONING COMMISSION December 13, 2001 Commls.loners' Pra-Seslion -7:00 p.m. Public Hearing -7:30
p.m. ADDISON TOWN HALL -COUNCIL CHAMBERS 5300 BELT LINE ROAD Pledge of Allegiance . Approval of the minutes of the November 15, 2001 meeting. Lot 1 Block 1 AddIson Athletic Club Additign.
Requesting approval of 8 final plel for the Addison Fire Station 2, the Addison Athletic Club, and lo1s 127 through 135, BlocJc A of the Waterford .Addition. located on 6.10 acres of
land, located at 3900 and 3950 Beltway Drive, on applicallon from the Town of Addison, represented by R-Derte Engineers. 1. 2. Case 139B-SUP/Sam's Boat. RequesUng approval of 􀁾􀁮􀀮􀀠amendment
to an . exi'tlng Special Use Permit for a reslaurant and an eXisting Special Use Permit for the sale of alcoholic bevereges for on-promises consumption, located el4180 Belt Une Road,
on application from SafarI. U.S.A.. represented by Mr. Ken Wales. 3. Cese 1399-71QARTf.Addjson Transfl Cenler. Requesting approval of an amend· ment to an e:cisting Spacial Use Permil
for a public utility (a bus transit center). I located at the northwest corner of the Intersection of Quorum Drive and Arapaho Road. on application from DeHas Area Rapid Transit represented
by Mr Mahesh Kuimll. P.E. THE TOWN OF ADDISON IS ACCESSIBLE TO PERSONS WlTHOISABllnIES. PLEASE CALL460·2819 AT LEAST 48 HOURS IN ADVANCE IFYOU NEED ASSISTANCE. 
10 ,Il({hesh klLl m /: 11t{-7t/1-􀀳􀁾􀀱􀀰􀀠(972) 450·7000 􀁾􀁾􀁾􀁾􀁾􀁾􀁾® Post Office Box 9010 Addison, Texas 75001.9010 5300 Belt Line Road FAX (972) 45()' 7043 AGENDA PLANNING AND
ZONING COMMISSION December 13,2001 Commissioners' Pre-Session -7:00 p.m. Public Hearing -7:30 p.m. ADDISON TOWN HALL -COUNCIL CHAMBERS 5300 BELT LINE ROAD Pledge of Allegiance Approval
of the minutes of the November 15, 2001 meeting. 1. Lot 1, Block 1, Addison Athletic Club Addition. Requesting approval of a final plat for the Addison Fire Station 2, the Addison Athletic
Club, and lots 127 through 135, Block A of the Waterford Addition, located on 6.10 acres of land, located at 3900 and 3950 Beltway Drive, on application from the Town of Addison, represented
by R-Delta Engineers. 2. Case 1398-SUP/Sam's Boat. Requesting approval of an amendment to an eXisting Special Use Permit for a restaurant and an existing Special Use Permit for the sale
of alcoholic beverages for on-premises consumption, located at 4180 Belt Line Road, on application from Safari, U.S.A., represented by Mr. Ken Wales. 3. Case 1399-ZlDARTlAddison Transit
Center. Requesting approval of an amendment to an existing Special Use Permit for a public utility (a bus transit center), I located at the northwest corner of the intersection of Quorum
Drive and Arapaho Road, on application from Dallas Area Rapid Transit, represented by Mr Mahesh Kuimil, P.E. THE TOWN OF ADDISON IS ACCESSIBLE TO PERSONS WITH DISABILITIES. PLEASE CALL
450-2819 AT LEAST 48 HOURS IN ADVANCE IF YOU NEED ASSISTANCE. 
1399-SUP Case 1399-ZlDART/Addison Transit Center. Requesting approval of an amendment to an existing Special Use Permit for a public utility (a bus transit center), I located at the
northwest corner of the intersection of Quorum Drive and Arapaho Road, on application from Dallas Area Rapid Transit, represented by Mr Mahesh Kuimil, P.E. 
􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀂮􀀠(972) 450-7000 􀁟􀁾􀁟􀁾􀁟􀁏􀁟􀁦􀁦􀁩􀁟􀁲􀁥􀁟􀁂􀁟􀁾􀁟􀁾􀁟􀀱􀀰___ ____ ______ ______􀁾􀁆􀁁􀁘􀁾􀁾􀁾􀀷􀀲􀁾􀀩􀁟􀁾􀁾􀀰􀀭􀀷􀁟􀁍􀁾􀀳􀁍􀁟􀁾􀁟􀀧􀁟􀁏􀁏􀁾􀀬􀁔􀀼􀁟􀁾􀀠7500􀀱􀁟􀀭􀁾􀁟􀀱􀁏􀀠􀀵􀀳􀁟
􀁯􀁯􀁟􀁂􀁟􀁥􀁬􀁟􀁴􀁌􀁟􀁭􀁟􀁥􀁒􀁟􀁯􀁟􀁾􀀠December 7. 2001 STAFF REPORT RE: Case 1399-SUP/DART (Dallas Area Rapid Transit) LOCATION: Northwest corner of the intersection of Quorum Drive
and Arapaho Road REQUEST: Approval of an amendment to an existing Special Use Permit for a public utility (a bus transit center) APPLICANT: Dallas Area Rapid Transit, represented by
Mr. Mahesh Kiumil, P,E, DISCUSSION: Background. The Dallas Area Rapid Transit Authority received a Special Use Permit for the Addison Transit Center on October 23, 1997 through Ordinance
097-055. The Transit Center has been operating at this location since 1998. The transit center has been very successful, and at this point, DART needs to expand the parking for it. There
is space on the west end of the site that can be utilized for parking without interfering with the parking for the convenience store and office building. DART would like to expand into
this area and add 36 additional parking spaces. Proposed Plan. The plans submitted by the applicant show the additional parking spaces. There will not be any additional structures in
new area. The plans have been reviewed by the staff, and conform to the city's requirements for size, drive-widtli, and paving. Public Works. The Public Works Department has reviewed
the site plan, and notes that the final grading, landscaping, and drainage plans must be approved by the staff prior to construction of the parking lot. Landscaping. The applicant has
submitted a landscaping plan that complies with the requirements of the ordinance. 
Case 1399-SUP/DART Page 2 December 7, 2001 RECOMMENDATION: Staff recommends approval of this request for an amendment to an existing Special Use Permit to add 36 additional parking spaces
to the Addison Transit Center, subject to no conditions. 􀁒􀁥􀁳􀁲􀀧􀀺􀁾􀁴􀁜􀀻􀀠Carmen 􀁍􀁾􀁾􀁡􀁾􀀠 Director of Development Services 
:armen Moran rom: Steve Chutchian ent: Wednesday, December 05, 20013:18 PM 0: Carmen Moran c: Michael Murphy ubject: December PPRC Comments 'lease note the following comments regarding
items on the December 13, 2001 P & Z Commission genda: ot 1 and Lot 2, Block 1, Addison Athletic Club Addition TItle of plat should be changed to lot 1 & lot 2, Block i, Addison Athletic
Club Addition. The word "PORTIAl" in title should be changed to "PARTIAL". Address of "Owner" is incorrect. Date of plat should be changed to December 2001. The plat indicates a bearing
of S 00 degrees 55' 55" W, and distance of 11.62 ft. The Owners Certificate incorrectly shows the distance as 1.62 ft. Lot 2 is incorrectly indicated as 5,426 acres. In the twelth paragraph
of the Owners Certificate, the word "pass" should read "passed". The variation of up to 53 square feet, indicated in the fourteenth paragraph of the Owners Certificate is high. In the
paragraph that begins with "Any drainage and f100dway .... " incorrectly includes the letters "ht" in the sentence. Civil drawings must be approved by the Town of Addison. :ase 13gB-SUP/Sam's
Boat 10Comments :ase 1399-ZlDART/Addison Transit Center Landscaping, grading and drainage plans must be approved by staff prior to construction of parking lot. 1 
Memorandum DATE: December 5, 2001 TO: Carmen Moran, Director ofDevelopment Services FROM: Slade Strickland, Director ofParks & Recreation SUBJECT: Addison Transit Center -Parking Lot
Expansion The landscape plan submitted by the applicant meets all the requirements ofthe Landscape Regulations. A final irrigation plan will need to be submitted when they apply for
a building permit. 
armen Moran 'Om: Gordon Robbins 􀁾􀁮􀁴􀀺􀀠Tuesday, December 04, 2001 9:40 AM ): Carmen Moran Jbject: Case 1399-Z I DART I Addison Transit Center Ie Fire Department has no comment on
this proposal. Thank you for asking. 1 
Dallas Area Rapid Transit P.O. Box 660163 DoIiOS. Texas 75266-0163 214/749·3278 November 16,2001 Mr. Jim Pierce, P.E. Assistant Public Works Director PO Box 9010 Addison, TX 75001-9010
Sub: Addison Park and Ride Improvement Project Dear Mr. Pierce, As you requested, attached are 6 additional copies of preliminary engineering plans for the proposed parking lot expansion
and bus lane improvements at the Addison Park and Ride facility for your review. I can be reached at (214) 749-2822 ifyou have any questions regarding this project. Sincerely, 􀀩􀀨􀀨􀁜􀁾􀁾􀁾􀁳􀁨KurJC
-tE. Project Manager Mobility Programs Development Enclosures c: Koorosh Olyai Robert Parks File 
􀀢􀀺􀁾􀀻􀀧􀀻􀀻􀁾􀁔􀁬􀀺􀀧􀀺􀀬􀀺􀀺􀀬􀂷􀀬􀀠Dallas Area Rapid Transit RO. Box 660163n.if 􀁾􀁾􀁦􀁾􀁾 Dallas. Texas 75266-0163 ..:V"·,-". 214/749-3278 􀁾􀁲􀁾􀁾􀀫􀁫􀀠eKe 􀁊􀁌􀁴􀁶􀁾􀀭􀀨􀁕􀀴􀀧􀁾November
7,2001 􀀭􀁾􀀩Mr. Jim Pierce, P.E. Assistant Public Works Director PO Box 9010 Addison, TX 75001-9010 􀁾􀀠Sub: Addison Park and Ride Improvement Project 1/-1 '1-0 ' Dear Mr. Pierce, Attached
are preliminary engineering plans for the proposed parking lot expansion and bus lane improvements at the Addison Park and Ride facility for your review. Preparation of final plans will
commence after approval of the preliminary engineering plans. The plans show that the 20' Street Landscape Buffer and the Parking Lot Screening requirements have not been met. It is
my understanding that DART has requested a waiver from the Town of Addison for these requirements. I can be reached at (2 I 4) 749-2822 jf you have any questions regarding this project.
Sincerely, , 􀁾􀀺􀁾􀁾􀀠􀁾􀁥􀁣􀁴Manager Mobility Programs Development Enclosures c; Koorosh Olyai Robert Parks File 
Jim Pierce From: Mahesh Kuimil [MKuimil@dart.org] Sent: Tuesday. November 06, 2001 9:37 AM To: jpierce@ci.addison.tx.us Cc: Koorosh Olyai; Robert Parks; Tom Ryden Subject: Addison Park
and Ride Expansion Sorry for the delay in getting back to you. I received the preliminary engineering plans for this project yesterday and they will be forwarded to your office shortly
for review and comments. Final design work will commence as soon as the preliminary plans are approved. Please contact me if additional information is needed. Thanks Mahesh Kuimil, P.E.
Project Manager Mobility Programs Development Dallas Area Rapid Transit Ph. No. (214) 749-2822 Fax No. (214) 749-3670 Mkuimil@DART.org 1 
Jim Pierce From: Tom Ryden [Ryden@dart.org] Sent: Monday, November OS, 200112:00 PM To: jpierce@ci.addison.tx.us Cc: Mahesh Kuimil; Robert Parks Subject: Re: FW: Addison Transit Center
Parking Lot Expansion 􀁊􀁩􀁲􀁮􀀮􀁾􀁾􀁾􀀮􀁋􀁥􀁩􀁴􀁨􀀠has "retired" from 􀁄􀁁􀁒􀁔􀁾􀀠He is now enjoying the good life in Ft Worth. We have assigned this project to Mahesh Kuimil. I have
asked him to give you a status. He is out of the office today. I hope everything else is going well. »> <jpierce@ci.addison.tx.us> 11/02/01 02:30PM »> Tom: I sent this message to Keith
but it didn't go through. Is someone else in charge of this project? Please advise. Thanks, Jim. > -----Original Message----> From: Jim Pierce > Sent: Wednesday, October 31, 2001 4:24
PM > To: Keith Smith (E-mail) > Cc: Slade Strickland > Subject: Addison Transit Center Parking Lot Expansion > > Keith: Can you give me an update on the status of this project? Last
I > heard there was a perceived problem with meeting our landscaping > requirements. I have talked to Slade Strickland about this and he > believes the project can meet our requirements
if you include all of the > streetscape along Arapaho. Please let me hear from you. Thanks, > > Jim Pierce, P.E. > Assistant Public Works Director > PO Box 9010 > Addison, TX 75001-9010
> 972-450-2879 > 1 
DATE I JOB NO.􀁾􀀭􀀳􀀰􀀭􀁯􀀯􀀠ATTENTION Public Works I Engin_ring RE: MdLSt#! 7r4'n51 f 􀁃􀁾􀁮􀁎􀁲􀀠16801 Wes'g'ove • P.O. Box 9010 Addison, Texas 75001-9010 .f/t;rkm, hJ -1-i5:./l4Y/51lrn•Telephone:
(972) 450-2871 • Fax: (972)450.2837 _. GENTLEMAN: WE ARE SENDING YOU 􀁾􀁴􀁴􀁡􀁣􀁨􀁥􀁤􀀠o Under separate cover via _____the following items: o Shop Drawings o Prints o Plans 0 Samples
0 Specifications o Copy of letter o Change order D_______________ D Resubmit ____copies for approval D Submit copies for distribution o As requested D Retumed for corrections D Return
corrected prints D For review and comment 0 ________________________ COPIES DATE 􀁾􀀠DESCRIPTION I I I'YIlI'la ru 114J'1'> LUI fi-L t:..P-m rn RY1 rk I mo ft7rh" 􀁓􀀯􀁾􀀭􀁻􀀩􀀠/i¥-r/Ci<.I"tM
I THESE ARE TRANSMITTED aa checked below: sror approval 0 Approved as submitted p"'For your use 0 Approved as noted , ! D FOR BIDS DUE __________ 19,__ D PRINTS RETURNED AFTER LOAN TO
US REMARKS ____________________________ COPYTO ____________________ 􀁾􀀮􀁾􀁊􀁾􀁓􀁉􀁇􀁎􀁅􀁄􀀺􀁾􀁾􀁾􀀭􀀭􀁾􀁾􀁾􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭s at once. if7;;...4=i;J -J.379If enclosures are not
as noted, please not 
Memorandum DATE: May 29, 2001 TO: Jim Pierce, Assistant Director ofPublic Works FROM: Slade Strickland, Director ofParks & Recreation y1J.. -lfSo -)..861 SUBJECT: Dart Parking Lot Expansion
Dart wilJ need to submit a detailed landscape and irrigation plan for review and approval relating to the transit center parking lot expansion. The plan needs to indicate the percentage
ofproposed landscaping versus the paved areas. Please let me know you have any questions. {}f/-frtf. II; 􀀱􀀱􀀭􀁥􀁾􀀵􀀠+c---L Ofr I;:f!j /11 jff-N1 -Iv--fI.-t-.. 􀁾􀁙􀁬􀀱􀀭􀀱r-c 
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􀁲􀀭􀁴􀀭􀁾􀀭􀁲􀀭---::r-____---4 Public Works I Engineering 16801 Westgrove • P,O, Box 9010 Addison, Texas 7500]·9010 Telephone; (972) 450·287] • fox; 197 __ __ GENTLEMAN: /WE ARE SENDING
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