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R78-29 08-14-78RESOLUTION NO. R78-29 A RESOLUTION PROVIDING FOR THE APPROVAL OF THE AGREEMENT DATED AUGUST 14, 1978, BETWEEN THE STATE OF TEXAS AND THE CITY OF PEARLAND, FOR THE INSTALLATION, CONSTRUCTION, EXISTENCE, USE, OPERATION, AND MAINTENANCE OF HIGHWAY SIGNAL PROJECT(S) AT THE LOCATION(S) SHOWN ON EXHIBIT 1 ATTACHED HERETO AND MADE A PART HEREOF, IN THE CITY OF PEARLAND; PROVIDING FOR THE EXECUTION OF SAID AGREEMENT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: SECTION 1. That the certain agreement dated August 14, 1978 between the State of Texas and the City of Pearland, for the installation, construction, existence, use, operation, and maintenance of certain highway traffic signal(s) at the location(s) shown on Exhibit 1, attached hereto and made a part hereof, in the City of Pearland, be and the same is hereby approved, and Mayor Tom Reid is hereby authorized to execute said agreement on behalf of the City of Pearland, and to transmit the same to. the State of Texas for appropriate action. PASSED AND APPROVED ON FIRST AND FINAL READING this ATTEST:. , A. D., 1978. City Secreta y o Pearland, Texas 1/ day of Mayor, City of Pearland, Texas xj W c N +� Z' ,Q t!3 crCisit 0(1) �� o x W g' Ca F-4 0 �. L W h Al 0 ts M 0 . N rn ti ott .*0 44 0 p p+ AY .0 u 0 di ..A� � O0 0 4 t! V CO b OM tt DM N V t7 #J N N•O a+ a to Gm Lam. 0>. "- t r'cot, V ° co Z o i zit( pC u ;4CC res cr < is aCO Lez ,4 4 s7 s-7 CO 4.4 ia di 2t D *W Ai v .-4 y o N 1xl y6q COW 0ti V O M y m a) o e { 1* 1:3 d,44 Q. i� 4.o • ce 1.3 Ce d, r ° m c, ti t A A in fu 1 4, E �-`J-' 1a.4, sv Wg3E7111; • , • �'. c • SEP 15 1918 CITY OF, P EAR LAND: COMMISSION STATE DEPARTMENT OF HIGHWAYS EGINEEH- -kRECTOR REAGAN HOUSTON, CHAIRMAN AND PUBLIC TRANSPORTATION"`M B. L. DEBERRY DEWITT C. GREER P. O. Box 1386 CHARLES E. SIMONS Houston, Texas 77001 September 13, 1978 • IN REPLY REFER TO FILE NO. • Traffic Signal Agreement FM 518 at Barry Rose Road-Walnut Street and Dixie Farm Road in Pearland Control 976-2 Brazoria County Hon. Tom Reid Mayor, City of Pearland • P. 0. Box 1157 Pearland, Texas 77581 • Dear Sir: Attached for your files is one copy of the completed Agreement for the installation of traffic signals at the subject location. It is anticipated that this work will be included in the October letting. ' Yours very truly, Omer F.. Poornian District Engineer District No. 12 Attachment . _ "_,,. J 1. STATE OF TEXAS .ram i COUNTY OF TRAVIS X I i 1 This AGREEMENT, dated this 14 _ day of August , 19 78 , by and between the State of Texas, hereinafter called the "State," Party of the First Part; and ' i Harris the City of Pearland , Brazoria & County, Te:.as, acting by j RgSrecura__. , passed and through its duly authorized officers under an fvst ocnea�xac the 74 day of August , 19 78 , hereinafter called the "City,'.' Party of the Second Part, made to become effective when fully, executed by both parties. WITNESSETH WHEREAS, the City has authorized the installation, operation, and maintenance ReS.olutiRri___�= passed on tilt 14 day of _f highway traffic signal(s) by �z x August , 19 78, at the location(s) shown. on 'EXHIBIT 1 , attached hereto and made a part hereof. AGREEMENT : { NOW, THEREFORE, in consideration of the premises and of the mutual covenants and agreements of the parties hereto to be by them respectively kept and performed, as hereinafter set forth, it is agreed as follows: • 1. The State will furnish the necessary funds for the actual construction, prepare plans and specifications, install said highway traffic signal(s) , super- • vise construction, and upon completion of construction, will furnish the power and operate and maintain said highway traffic signal(s) . 2. The City hereby consents to the construction of the highway traffic signal(s) shown on .EXHIBIT 1 by the approval of the location and manner of construction as AGREEMENT (TRAFFIC SIGNAL - TYPE 1A) 11-75-764, 1)-18T 1-4 R STATE OF TEXAS �( COUNTY OF TRAVIS X This AGREEMENT, dated this 14 day of August , 19_ 78 , by and between the State of Texas, hereinafter called the "State," Party of the First Part; and Harris the City of Pearland , Brazoria & County, Te:.as, acting by Resolution and through its duly authorized officers under an lOgativaexixac , passed the 74 day of August , 19 78 , hereinafter called the "City,:' Party of the Second Part, made to become effective when fully executed .by both parties. WITNESSETH • WHEREAS, the City has authorized the installation, operation, and maintenance gge$�oluti�ri___ _ _f highway traffic signal(s) by d12dARl7P�SltEX/xavusR , passed on the 14 day of August , 19 78, at the location(s) shown on EXHIBIT 1 , attached hereto and made a part hereof. AGREEMENT : NOW, THEREFORE, in consideration of the premises and of the mutual covenants and agreements of the parties hereto to be by them respectively kept and performed, as hereinafter set forth, it is agreed as follows: 1. The State will furnish the necessary funds for the actual construction, prepare plans and specifications, install said highway traffic signal(s) , super vise construction, and upon completion of construction, will furnish the power and operate and maintain said highway traffic signal(s) . 2. The City hereby consents to the construction of the highway traffic signal(s) shown on .EXHIBIT 1 by the approval of the location and manner of construction as ' AGREEMENT (TRAFFIC SIGNAL - TYPE 1A) 11-75-764, 1)-18T 1-4 - Y i 1 _ �. shown on the plans and described in the specifications. 3. The City will exercise no control whatsoever over the operation, maintenance,. use, or existence of the highway traffic signal(s) without written authority from the State Department of Highways and Public Trans- portation. 4. The State shall have. the authority to make such changes in the design • and operation of the highway traffic signal(s) as it may deem necessary and advisable to promote the safe, convenient, and orderly movement of traffic. 5. The City will be responsible for the police enforcement required for securing obedience to the highway traffic signal(s) . 6. In the event the terms of this Agreement are in conflict with the provisions of any other existing Agreements and/or Contracts between the City and the State, this Agreement shall take precedence over the other Agreements and/or Contracts. • AGREEMENT (TRAFFIC SIGNAL - TYPE 1A) 11-75-764, ID-18T 2-4 ti s a ^ r! e• , I EXHIBIT 1 LOCATION(S) FM 518 and Barry Rose Road - Walnut Street FM 518 and Dixie Farm Road AGREEMENT (TRAFFIC SIGNAL — TYPE 1A) 11-75-764, D-18T 4-4 _ r Y IN TESTIMONY WHEREOF, the parties hereto have-caused these presents to be executed in triplicate on the dates shown hereinbelow. Executed on behalf of the City, this 14 day of August 19 78 • ATTEST,: l • Ze,zE1)3y: ecretary for Cit G�YIiC/ Mayor THE STATE OF TEXAS Certified as being executed for the purpose and effect of activating and/or carrying out the orders, established policies, or work programs heretofore approved and au- thorized by the State Highway and Public Transportation Commission: Executed on b half of the State, this 300 day of a 19 78. By. ief Engi eer of Maintenance Operations AUTHORITY FOR EXECUTION I6 ACCOMPLISH B Pz/729 aa APPROVED AS TO FORM: RECOMMENDED FOR APPR enera torney for the City District Engineer Engineer f Traffic AGREEMENT (TRAFFIC SIGNAL - TYPE 1A) 11-75-764, D-18T 3-4 RESOLUTION NO. R78-29 A RESOLUTION PROVIDING FOR THE APPROVAL OF THE AGREEMENT DATED AUGUST 14, 1978, BETWEEN THE STATE OF TEXAS AND THE CITY OF PEARLAND, FOR THE INSTALLATION, CONSTRUCTION, , EXISTENCE, USE, OPERATION, AND MAINTENANCE OF HIGHWAY SIGNAL PROJECT(S) AT THE LOCATION(S) SHOWN ON EXHIBIT 1 • ATTACHED HERETO AND MADE A PART HEREOF, IN THE CITY OF PEARLAND; PROVIDING FOR THE EXECUTION OF SAID AGREEMENT. BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS: SECTION 1. That the certain agreement dated August 14, 1978 between the State of Texas and the City of Pearland, for the installation, construction, existence, use, operation, and maintenance of certain highway traffic signal(s) at the location(s) shown on Exhibit 1, attached hereto and made a part hereof, in the City of Pearland, be and the same is hereby approved, and Mayor Tom Reid is hereby authorized to execute said agreement on behalf of the City of Pearland, and to transmit the same to the State of Texas for appropriate action. PASSED AND APPROVED ON FIRST AND FINAL READING this /2 day of , A. D. , 1978. Mayor, City of Pearland, Texas ATTEST: ',City Secretary 1 ,y o Pearland, Texas � v Rev. 7-72 CITY SECRETARY'S CERTIFICATE STATE OF TEXAS COUNTY OF Brazoria i, Dorothy L . Cook , the duly appointed, qualified and acting city secretary of the City of Pearland Texas, hereby certify that the foregoing pages constitute a true and correct copy of an Rresolllse. cemiabbuDAly passed by the City Council at a meeting held on August 14, , A. D. , 19 78 , at 7: 30 ' o'clock p . tv1. To certify which, witness my hand and seal of the City of Pearland Texas, this 15 day of August , 1978 , at Pearland , Texas. City Secretary of City eft Pearland , Texas 6 t4 \ V DATE INDEX TO SHEETS STATE DEPARTMENT OF HIGHWAYS PLANS PREPARED 7 -I I -78 NO DESCRIPTION AND PUBLIC TRANSPORTATION LETTING WORK Title Sheet PLANS OF PROPOSED IMPROVEMENT WORK STARTED rb 2 Estimate 8 Quantity Sheet PROJECT No. C- 976-2- , C-976-2- COMPLETED - .3-4 Basis of Estimate BRAZOR I A COUNTY-HIGHWAY NO. F M. 518 5-6 sue. Data Sheet INSTALLATION OF FIXED - TIME SIGNAL SYSTEM 7-/0. Condition Diagrams 8 Plan Layouts FM. 518 AT BARRY ROSE- WALNUT STREET /1-/2 Elevations A-A 8 8-8 AND D I X I E FARM ROAD /3 Phase Sequence Diagram /4-/6 Construction Details ;, - - � a , �' .; ,, /7 Loop Detector Details 7, i i d , '-e I .«• « r c7,Ii �, ,�• APPROVED 7eC 1 CdtiOnS 3 CrtL �� e ra ��. ,,, „ 1 /8-/9 Controller Foundation Details l i Way e r,a t ^e n t oTexas i a- !a r , 11,,:'.'''.. • Y p h .. `•_ - T G t ., i'1: �►�. DATE ar, specification iter 1�stea an:. at- •�'w ~ `}. °/'I 20 Pull Box Details follor s shell gofer. on this prole _ • .� `/{ . - !_ Special Labor rrovi..ions for estate —�• `' m "1' 2/-23 Details of Aerial Interconnection Pro o S }� r«•, y� `° ' "� ,. " a L :j 24 Pavement Marking Details _ 4 - <'';_; ��_ _' - �_�- , 7 \,r`_.x.-,,_--` i K_ !�' -a -L� - /2"-\ i MAYOR, CITY OF PEAR LAND 25 Standard Hwy Dept Barricades `' ffi ~: \--... P 1. -_ �" ,- ,,, • (4-75-80// BISJ ww.� . :.. . •.; \"'� >, `' ew> • :1 f :, CORRECT 26. SMD(/-lJ d 'S '11� . `1,.�N< ., ti 4I ; �u�l; ,�,v .o�- _..._-��._;. ,�•1 '?° .• °n ��. • :: DATE 27 SMD(/-2J �� , \ ' - _ ,'. : ®®` N. ` :l/ I� 28 SMD(/-3J M L i8 ~� :� ' '• '4� .* M• SUPV TRAF ENGINEER ' 4 F1C E NG E E 29 /W(l J ��'• 'n e- : :� �� -'r - _a� J v. \ :� f#0\` Pit >- � „g, RECOMMENDED FOR APPROVAL ®tt, F ,a 0 -�k4.-.:--" •� �e\� ..L�sv. .,, DISTRICT ENGINEER A Barrcades Type 'I `"' � RECOMMENDED I \ � �• � �Hµ�r � ��a� � '� f FOR APPROVAL (A// Approaches)FM 5/8 , °S -.,N , , <.# • 7-8 BarryRose-Walnut Street „ri ""�•. '- ° 6:e;� - ENGINEER OF TRAFFIC 9-/0 Dixie Form Rood ° ' :, ®„�,- �, ' °M �� 2 Forbarricaes and APPROVED s lr -••� - ,.' 'I !' signing at individual _'r y- •"j` i °f e intersections under sig- PROPOSED IMPROVEMENT '` , --.... . .... ,� ` nal construction refer to CHIEF ENGINEER OF MAIIITENANCE • standard sheet ,; -7?--9011 B S .OPERATION-S Sheet l of 29 19 9 • ESTIMATE- SUMMARY 1 CONTROL CONTROL CONTROL , ALT ITEM-CODE ORADING, SMALL TRAFFIC SIGNALS GRADING, MALL TRAFFIC 5 ;GNAT..S i d SURF._ TRAFFIC SIGNALS DESCRIPTION Silg'�� a� R• UNIT TOTAL t a FI K F FINAL T F ES1S FINAL M FINAL EST FINAL - NO. •0 NO. .. _ 7351 _V 1 T%cA� '— ' =J — ')f�.— SIGNALS L. = E 'n r Ba,-.-.,..' 6p ' 7=c8 5c,s F••v t--+Ace=: . _ " ' . , F 140 '_ v1h',f FUfjtillS1lE17 l `f THE STATE - - 1 ru ' - LC..—ll,A N.-r 4' -:___—� EA I - _ _ _ _ _ I . 1 _ _ A.D`S`J,S-r IATIL .I7 COL ES LS 1 1_ ' ♦ 6- 1 ♦ _ 4- ' 1 ♦ v , r r ' _ r r , I _ - . - - - -- _ - • - -. _ - - r - _ - - - __ r _ _ l • r - - - 4. S - - - , - r -r - - a 1 _ ALTERNATES r - ,, - • • - , • ,- - 47 • ' , - - .. .+ - - • - ESTIMATE & QUANTITY SHEET COUNTY DIST NO HWY NO TOTAL. SHEET SHEETS NO 5,-. z o ri Q /2 M578 2? CONTROL 7 , SECTION E JOB - \ , ,,, rr , , ,, LIST OF MATERIALS FOR HIGHWAY TRAFFIC SIGNAL SALVAGE DESCRIPTION UNIT QUANTITY DESCRIPTION UNIT QUANTITY UNIT *ESTIMATE FINAL *ESTIMATE FINAL }I� \r Cor/7/7.//er; F)(c-7-'7;772e (/i;- s �y- e Jj Zi=2 / Cor)tro/ler PUP-Ac/�Q7`-:-C� �, / * * C )/ . -) ..>/ fixed- /'r i<: ' '�',- ' / 5i n s, ld/q ri o ci s L rj l --���: i.,'_ ' `9'`- '1, -;o.-3, / /Igi`d1(�7re, /1/,5cE2 //A7iie04 5 IS / S _j„�/H )(a(a' , 4, r-39 /='Le"?: (, Kc) 2 9�1///C/ S677ca/17 . , / , P a` COY 0 ur�.-/ 00 2 ,8:_,r Se `~'/ /'2C]/?J en to/ ,, / C'_ip , '7'/``Ion-2 et? G / . / 6,mac%/ /"'o/e ,, 2 --'o sf 7"X5' 9''1 PVo od (roam' S <L/q/2 , 18'' .-/Q/7C-7/ 412 ea(.,/ % / Wire C: 7W Z. F , C' W're , 3,./8" :6,/// CG y(/1 n �7`rj�? , ) , 2 5 6) ' CQb/cam # /�%7C' 3 2 C ' C, i7/" , . /i/`?C //�7 'E-ri: /7!'-,<'`/1 1 `;)- r Copao,' / 2 t) ' ' C:l'Ai7J/t, ACy 2 %FOR CONTRACTORS INFORMATION ONLY *If MATERIALS TO BE FURNISHED BY THE STATE DEPARTMENT _ OF HIGHWAYS AND PUBLIC TRANSPORTATION ' FM . 518 a BARRY ROSE BASIS OF ESTIMATE RD. - WALNUT STREET SHEETS NO COUNTY DIST NO HWY NO TOTAL SHEET l�razov/a / FN3/8 ?? 3 CONTROL 77 6 SECTION I 106 '9 v , i) , %� Ti V I LIST OF MATERIALS FOR HIGHWAY TRAFFIC SIGNAL DESCRIPTION UNIT QUANTITY DESCRIPTION UNIT QUANTITY *ESTIMATE FINAL # *ESTIMATE FINAL * + Cor.„`v/'e,;/- //- ,4c fvafe E., / I G/L-', dC /mac. , 5/q/7a i 1-leas/ 4/-r 3S,/2 'Ler5 OFvU1 // 2 t /4/ /,_ /2 _ ) Siar%�, ,-�:��� � �� Lei � , f rJ � J 1477`Ci�' . 5 c.�f'J f / F �Ci' f ✓ `o .; , - ,, 4 ' r /3GI e . (Jr✓1 rJ/' e-f -e 2 Cta� - , - t i f-3vi ., /c7, _ - -- , 5 `7,7/ �, /Y a / / 7,2 2 ri /. r / ' f' _ c /3 ._) ' VG cl F /� 7 _ - J o (J ✓k arc, /c �7Cr v C /ri r, `,r:-)` -7;., ✓ f J C. ,2/'/ > - /2 , 72 27 J ' C .:J!, / 4� J o, `/, /- , / /' _ 722 1 . , it ' ' __ r r - Y . *FOR CONTRACTORS INFORMATION ONLY *"'MATERIALS TO BE FURNISHED BY THE STATE DEPARTMENT �a,-� ' ''(,/ ,5 ',_ c^E' ,9', z. ^ s / OF HIGHWAYS & PUBLIC TRANSPORTATION BASIS OF ESTIMATE . •M.518 & DIXIE FARM RD. COUNTY DISTNO HWYNO TOTAL SHEET SHEETS NO y 0razor/a /2 F/,LS/8 29 4- CONTROL 9 76", I SFCTInN P I inn T k /1/o e •‘.L o cQt/0 r2 s of vr�c/�.>rc�rUv:�d l \\04141k / q _.0 (t-- , r�st�a//o,�ior�s i re Cipj�roximafe g0 a • rip 0 / It 1 , t k r Eyis/ H.L g P Wood ,II' .2s i • R01� Power Po/ III / !rl'I Fxist 2-42 '`RCP ROW __- �___—__ �M� �-_= � ;� , PPS � =__ • Shou/d�� � 2hov/c__`-71---.---- -• I\ 1 li I . 4.1r1 Exist 24"RCP —. — 47 ; cs.:i , 1.40 ..* . !AH-w Shoo loser — 5h o u/defr- _ • 5`VQT MH N- �xisf Di/ch ----4.- -- Row OW h • \�\ Fi'rsf I/L ` Po wer P o/e 0 ��'6Pi' ` ‘ —Evs/ Stop 5ig/7 R tit --�Xisf 2 3 0/WC F CONDITION DIAGRAM � NO_ • - F.M. 518 81 BARRY ROSE RD. a, - SCALE 1° - 40'-0" i I DIET NO HWY NO TOTAL SHEET COUNTY SHEETS No tsrazoP/ /2 Fy1.,95 Z 9 7 CONTROL 9 7(j 1 SECTION 2 1 JOB '/_Y'r.'ys-'. t ' � ":- ,:`v4.1 'r _ .r "ate+.. 4 fi;yyp'� n 'ry M1 5 `•:. — - r _"r 11 THE CONTRACTOR SHALL REMOVE ') !_"S THE EXISTING PHASE B PRES- SURE DETECTORS AND ANY BACK- , L1, SIGNAL: TO ":. 1r `F iZ�.Ai_ FILL AAAT OLD ALVIN ROAD . TH:S' p EXCAVTED AREA SHALL BE FILLRz1,,., P i` ??IRE ^10L�1E? AT 17 ' (1' it"!--- . / WITH NONSHRINKING TYPr. OF c'c =;OA�TdA`� d " CLASS °'A" CONCRETE OR ANY ' I SUITABLE MATERIAL AS APPROVE? i' ALI. SIGNALS TO HAVE R Y . G • BY THE ENGINEER. W. INDICATIONS ,,,, 77;11i � I Ct A J 12 LENS . V 0' Q QQ 12 . EXISTING LOOP DETECTORS AT ' 'TROLLER TO BE FILED- =TNIE IN A POLE 'IOU',TEDIlL OLD ALVIN ROAD TO REMAIN IN PLACE BUT BE INOPERATIVE . / s CABINET, a Prop /-/�/g� A�,G/ /�li Y/, i / i� � ' 13. EXISTING SIGNAL OPERATION x, =XA.rT LOCATION OF SIG tiAL /�j CUItiJ `Xisf/-iL �P Wood Power PI-OP �� ��G/l�GI2 ' AT OLD ALVIN ROAD TO BE '� eL� Ca. �/� rO i �'� ii , Ahead S7%� CONTINUED BY THE CONTRACTOR �L C�hT<OLLER, LTC T F/�15/8� o/d ` Rd � Po/e h/PropSigno/Spare ,1, 1 ;L APPROVED BY TEE ENGINEER A/ ��' r EV/s/ 24' Ahead' DURING CONSTRUCTION AND UN- /re .4ttac `7, 7el�f_ �- TIL THE PROPOSED OPERATION THE rIFLD ROW �l Exist 2-12 RCP ROtrti ! _ — — — �j� • _ IS INSTALLED T Y 1 F \T T A T ♦ /I it A j,i!I T �_ CONTRACTOR ;HALL FcF. -- PLACE ALL PAT�TE"•f N T' OR SIDE - _ _= W• II_- _ - • '`��' `� 14 THE CONTRACTOR SHALL REMOVE ,AL1S ``A\_AGED BY EIS FLRcES A \ \ 4 in i ii i SLIOU�c �a �O THE EXISTING STOP SIGNS , LTTPI G CONST, UCTIO�' SUCH �.� CONTROLLER, AND PRESSURE , ° PAIRS ARE TO BE CON- — _ - -Y/$/ 1//fj'CP- O ( , O d� A DETECTORS THOSE ITEMS to tiI ERE AS INCID4 AL TO �rFMS7B — — — — — DEEMED SALVAGEABLE BY THE THE ITEM 'INSTALLATION OF r ENGINEER IN THE FIELD SHALL hr IIGH1,,7AY TRAFFIC SIG\ALS O BE DELIVERED BY THE CON- y ` L PAv E c — 0 TRACTOR TO THE STATE DEPART- r ,L f "'T RI INCS SHALL "� —_- - - - - — L DC tip= B'� THE CONTRACTOR /��� �- ® / S`j/BT NU/ s MENT OF HIGHWAYS AND PUBLIC µ TRANSPORTATION TRAFFIC SIGNAL 3h0t//d'd' _. �� 1� SHOP , 1702 FM 1959 , HOUSTON , ' ALL CO LLI " A ;� FITTI ' rS TO EX/ Drfc% .� �ProP Wood I TEXAS BETWEEN 8 00 AM AND F �' GALVA I2 RD RiGIB 't'4'TAL �$ •--'� --> • ' •• eA' ( jard 4Dos/s(6) _ Nt 3 00 PM MONDAY THROUGH FRI- R�' PP `\ / f' - ' DAY ALL OTHER MATERIALS P'QP'OSED "SIGNAL A IEAD" SIGN , \\\`>" ��-- N ROW REMOVED ARE TO BE DISPOSED T'0 BE PLACED 400 ' AHEAD OF ��� �— exist H L F' /ood Poove� Po% OF BY THE CONTRACTOR AT HI EXPENSE IHT STEP LINT p��un \\\\\ Co/D W/p/'of :3.eva/ S/oas7 /rl//ve T`71_ CONTRACTOR SHALL REPLACr. 0\ E�'S�• •', ��� 2r'X 20' �=)/V /-A//aCh/729 / C'G12dU/f Risep- 15 . PROPOSED SECONDARY FIXED- T ;E EXISTING FULL -ACTUATED � L f :=/ .6)0/e /'�/ME3/P� / TIME CONTROLLERS SHALL BE U :0` TROLLER AT OLD ALVIN ROAD �(�I `iGfCfj/ .)kl//&— �` fixed- , INTEPCONNECTED WITH THE .tITH A SECONDARY FIXED-TIME �f'+ / T'/`r2e -cometro//� MASTER SECONDARY CONTROLLED? -'?`'TPOL LER IN A EASE MOLNTED <S N AT SH 35 AND FM 518 . AB INET o- 'EX 2- 3 0' RCP PLAN LAYOUT S TEE CONTRACTOR SHALL '`MODIFY F.M. 518 & BARRY ROSE RD. ` THE EXISTING CONTROLLER d SCALE I" = 401-0" :OLTDATION AT OLD ALVIN ROAD , II 11 • TF .,ECESS4RY, TO A.Ct OMPANY EXHIBIT A I COUNTY DIST NO HWY NO TOTAL SHEET SHEETS NO THE PROPOSED CONTR"OLLER CABINET BrOZOP/C7 /2 EN 8 e 9 8' rnNTvni 9 7/ 1 crrnnni .7 ! ir,a ,., „ : n V G" r ,> ♦ . /Vote Locot/G/, o/c G•.1derc7t �./.,f1 / ; 44, ';'i • \,.., / i ••••.). 7 4t / : .4 - r\/ t '.-: A' WW rY f U•f ♦ , 11 C' I I I (i' tr ♦ - / J - ' ROPY Fire P/uq. \I PP _ ROWL--Z- Ditob Z- Ditc h _ _ 2-. �'iG'/�CP ; , 5hav/der \ �"i 4011 t PM 5/8 i/ —--- _ — FM 578--- c�-� +f + - / - �� Si?o / N� h ov/c� r� o ,, fi - - - - - T!-Dm k _ ® PP - - - - ir Ex's/ Stop Sigr3 ROW Itil '1 I � �1 Qf N• i y J, CONDITION DIAGRAM I k U 71.518 a DIXIE FARM RD. f 1 f h/I i3• _ SCALE I = 40-0 ao' COUNTY DIST NO rHWY NO H0EE 5 S E T Brozor/a /2. FM673 z 9 9 ---- CONTROL 9 7,. SECTION e JOB fit. m: .:fie. , , , i %' 0,0„ ( ‘ \ g" 4 -, N \ _ NOTES : / 9. THE CONTRACTOR SHALL REMOVE THE {Y r', 1 ALL SIGNALS TO 1 J` EXISTING STOP SIGNS , AND THOSE ),3 "? A BE VERTICAL SPAN WIRE J�, ITEMS DEEMED SALVAGEABLE BY THE ' ' ` MOUNTED AT 17 ' -Q" FROM ROADWAY . f '" Y ! O ENGINEER IN THE FIELD SHALL BE 4, 4 ` O� DELIVERED BY THE CONTRACTOR TO THE %out 2 . ALL 'SIGNALS TO HAVE R Y. G INDI- r r ,v �� STATE DEPARTMENT OF HIGHWAYS AND �' : ? CATIONS AND 12" LENS . , ,` , ; PUBLIC TRANSPORTATION TRAFFIC , CONTROLLER TO BE FULL-TRAFFIC- / F�f 9 SIGNAL SHOP, 1702 FM 1959, HOUSTON, s �} TEXAS BETWEEN 8 :00 AM AND 3: 00 PM #r ACTUATED;. IN A BASE MOUNTED CABINET. / ;� MONDAY THROUGH FRIDAY. ALL OTHER ' 4 EXACT LOCATION OF SIGNAL POLES , CON- MATERIALS REMOVED ARE TO BE DIS- �T !o ; Ilki TROLLER, SPECIAL ADVANCE SIGNS , ETC . , POSED OF BY THE CONTRACTOR AT HIS 160 TO BE APPROVED BY THE ENGINEER IN 0 EXPENSE. a. :, THE FIELD �� oa' t, R Prop 48 559na/ Ahead "5/y// : . ROW W'//2"NQshinq Yellow Bearcor- R O t 3f I Fire P/uq�� © PP — — _.._ ; 't, �( Shou/der- C -` i'JU G?Gi" 1! J Y 4416 , _ -_ '/h)/ /oc:�D F4A 5/8 _1! t-- — -_- —2/0 ›.-PEZI Ai 5/8 p`-ti r_ __ i- �!J 4./--�/� --- !j `4-: Z� ?I-Op 0 A Loop i A • �x K s _ 'c.) Sk v/c%" II , 6.hoo/dee- •N - -- ! ___,_____ _D,/-ch _ _q_ ________ ��- 1f?"/- - �- - - - - - - - - - i - - - - - - - - - - ero - - - - - - - - ..� , E PrQP1 //- Actua/ea/ ca,, c//et- ROW , fro? 48 'S/9• r., Ahe,' ' S/q,�;2 ROW �� © �, Pro? 40' Wood Po% Ifs/,Wetei- G1///,' Fla'5/")/Pc,7e//o v 1_ et,'cQn S,' �j r Sal e/ 5PP/fai 5 . THE CONTRACTOR SHALL REPLACE ALL ` A /-/2�2C �! �� / PAVEMENT OR SIDEWALKS DAMAGED BY HIS /� !� / COi�C/ _ A FORCES DURING CONSTRUCTION. SUCH / ' ) / N ' ® 2- #/4TH,v// REPAIRS ARE TO BE CONSIDERED AS INCI Z• t Q3 �� /' Cohd DENTAL TO THE ITEM "INSTALLATION OF • / N v HIGHWAY TRAFFIC SIGNALS . " �\ \O $L G 2-'`/4TWIlr/1 c. 6 ALL PAVEMENT MARKINGS SHALL BE DONE Qv /--/2/2 C PLAN LAYOUT BY THE. CONTRACTOR Q �� a / /2 Co id — F.M. 518 81 DIXIE FARM RD. 7 ALL CONDUIT AND FITTINGS. TO BE GAL- i ‘� O z _ 6TGt/ SCALE I" = 40'-0" r VANIZED RIGID METAL . /� 1 '+�' /"C067d TOTAL SHEET~ COUNTY DIST NO HWY NO SHEETS No 8 PROPOSED "SIGNAL AHEAD" SIGNS TO BE 8 ' ® 3-/2/2C PLACED 750 ' AHEAD OF THE STOP LINE.,' / _ - __----._ 242/ 7C Brororia /2 AM678 29 /0 ` • , 3' Cor,e/ CONTROL 7 I SECTION e 1 JOB Ir ' ' \ 7 r. ta: ` - T. ' iy ../..," fl 14 "' < Ex/St Lu/7/,Now e 1. a 3' �-f�ro� _ ,%� Gall/ ivy G,'�re l/7i�.,�t; S3�sr��f.�) -- _ _ ° P:-o /- /2f � ; i h = —......... ---- _� - - 4 Exis/ Power L_mes 4er/( / /,714e -�.:oi-;r'er/ J /-!j/2C1-- _ _ /2/7C '-' 7- Cable to c/ci .4/./ , 20 3 7 O / -/2/9C 0 2-/2/7C o OHO 8 / /2/.. � s /-\ Sara 0 O O ----Prop 4 i1 -35,/�`L ei S O O �---- (R, Y, G ) 7 --xis/ 7-e%home Cable yy�� a. i i 1 ✓J�y1 e jl / I I ; U ='1 L--- /5•f /-/ L_ E P /- ",cf-- 1 rc EXV5 f A/.L E P Pov -er- Po/e ,, f „ / a P el kit Ni 1 Pk r� k c F;/ 5/5 i Asp/7cI// Po'ven)G, 7 --- , I f yR +1t .-.-._.r- .- _ } ___-. - - ` —I III • i6..' I �g I e I III L -J I I�,,_ — __J - 2-/2/7C To Cor>f�-o1/e • 9,. c---- /-/2/3C 3/e , ,. cod k. ELEVATION A — A N# NOT TO SCALE ti.,: y I COUNTY DIST NO HWY NO TOTAL SHEET • ` '` I SHEETS NO • B, 2oP'cr /2 F./115/ 29 1 // L CONTROL 976 I SECTION 2 JOB - r f, \ A 93 ' >' .12' F 3/ >� 2," r1 < >, rill R ,c ' ro' ,' 3/8" G1/r 64,r lair '/H;f!i StrG//gf/t1 -� ; —� _y _ �'�/2OYO//S vrce °�'. `�-ter., __i t,- -,..... „,,.... - _-. -- .r... i.....---- �+''�+' li° ` 3-/,2/2C 3-/2/2C 3j ') O �. 4 e>- c ,, �.� 3 W- 3 � /� L �•r � -07 dY/ - I I 3/8' ac?/v •,.' t U?, Y, cal 2 #6 nil K, I /"Co,?ci // C7/y Wire k. y / I 11/ , 40 GYrf r ci Po% ^1 1fG /Yc'G%G/ :a Pry/�� �` I C+ Neer r ivy Gt�i l 1 I 5c�(et'yS w/c Grvarc Al / �!` G6 Gordy i f �' V !:"l' 1/ • i I Aspha/f Pak-eine/it I %i1 , "/ \ ,It, � � �4, I 'I IIIII , . \O ; 61/4/"/ i, A‘, — U © 71. Tc C ` iti c O /Q`-/U JGf eGli - _ ,C 2- 41 J-1 T1111,/i urL I :_2:,,.:L-/.;.2/62, ( /5 �- ', — 1 /2C L c. - %� . " 2 / /7 C To c<, )7"r /F=� --__—_ Arc c;, V. /O - /0 -_.;.' ,4,,� ,�,� , '' co;;,:�.,, ;. -� 5,, ELEVATION B — B NOT TO SCALE • COUNTY I DIST NO HWY NO TOTAL SHEETSHEETS NO er{azona /2 17e/578 29 /2 a - 1 CONTROL 776 SECTION c i JOB ,`; r • , d N 1. 01.i-1-11"'CL_JE: /- _ 1 =� -3A.TRY FOSE -POAD-^'_�I _? S-'--EEC' J-L'I' Qom., A. Z_, - -E 7..4'hE DIAL SE^0-'TI A..v FIXED L A _. ._ i_ - 1, ITT-, =mi M.ASTE -SE._ON-f,AF 0D-T=C-�E1- I. 518 2 C C=,1E= - 1 _-I: IE FA-_ =OAD TO BE 3. _'IT: - . _ ti 0 -.E' 1 _ -_. EN GOAD AND / : I- -E z'.-„.a 720 : _,- =A _`_,D CABINETS 0K.... • - e_ - - n -- ,-)SE DSTREET �+. o�:_=o E 5= o�� AJrTi T 0 0 0 :r,__ 'E I. _. _ _ ,_ I A`=I _ , Q e ,---4i5/.(!-3 i i 5 in _.C,F( !-__. ___1_ _ -E ..!----_-E._ �? _.-E E ,Ild'EE IN ),� \� - °I,,— 95 c.1- ( -- — c• =E TOeS - PHASE A L o aLu 'co\ °' \ � t � c Phi e 5eo uerce Lco oiA° Jc ° c v) (3 C3 W4, L / GYRRR1 2 R R G Y R . 3 G Y R R R Y 4RRG YRR ---).....ij . --.._ • 5 G Y R R R Y 6 R R G Y R R 7 G Y R R R Y --_I 8 R R .G Y R R /-- PHASE B PHASE SEQUENCE DIAGRAM , Pr.) - < J _ COUNTY DIST NO HWY NO TOTAL TREAT SNOT i�rs,� 11'`),'^ c / -' / �) - -� CONTROL ✓ /, ,SECTION cl. _ JOB \ „ \ , ., ., 0 ' \ NOTE `--- 1 , Sj- ,�I TCH BOX TO BE 4 POLE. 7 -1 n;rp ;] W ATHFRPROOF SWITCH ',I'-'-' '' 12C ' .5MF PRLAVFRS '1R t 'iT AL 2 SIGNAL HEADS SHALL BE WRAPPED WIT'T :R' RLAP SO THAT :=TONAL FACES CAN !CT BE SEEN FROM THE -IMF OF INSTAL- 120 VOLT SERVICE LATION TNTIL PLACED IN OPERA-TO': a (SEE NOTE NO ' ) P ._-_. `TJPPLY AT CONTRCLLER TER 'INAL. OGG aim, r E - 'G VOLT SINGLE PHASE bO CYCLE "-=__= _- '.i 7 T , _ F 'RNISHED BY H L & P P LL C'.ND"" _ S , METER POLES , AND C' TPCLLF G SHALL BE GROUNDED AND C-6TW coNour] i 3 DE•) TCPETHER USING SOFT BA NO r; CO-DPED HIRE WITH DRILLED im HEAVY DUTY 3/8" MESSENGER STRAND (HIGH STRENGTH) A :D TAPPED L''G 11, GUY CLAMP CLAMP TO PREVENT RUBBING MINIMUM5% SAG THIMBLEYE BOLT WITH _ -- I' - + -_- ANGLEYE. __ - -- 3/8° GALV MESSENGER 1110 J5' MAX; METAL CABLE STRAP SPAN WIRE HANGER STRAND. • 4--4-4. I In 401 WOOD POLE e e i �"� R R CLAMP - / �� 4W-3S,12LENS 410 ___. li-!!) / METER / O 1 0 G III SWITCH BOX - !Apii (SEE NOTE NO. I) 'i,. POLE TO BE PAINTED - I i ALUMINUM 4' ABOVE I ` GALV. GUY . I GROUND LEVEL WIRE GUARD = kJV l I , o 4 CONSTRUCTION DE TAILS 1 NOT TO SCALE 'I r 1 TOTAL SHEET ', COUNTY DISTNO HWY NO SHEETS NO // COPPER I I 1 /3r4zar'/ �f /e FM5/B E 5 /4 // SECTION GROUND ROD l� II _ _ CONDUITS TO CONTROLLER CONTROL CJ 76 e JOB - 1 POLE CAP �, m ,, I I. 120^VOLT PHASE l" WEATHERHEAD 1�'^I� F SUPPLY FROM H.L.BIP. `x I �� " • . 4 \ ' z 3/16 MIN. .' i • •: II • , • • „�7.:ONDUI tit t2.6TW r / i r ‘ METER FIXED TIME ** I ♦ Orramental cop to be � `�� � ��CONTROLLER , z constructed of fiber ( Ir 111: s,� of ( lass asper specification . 9 D for ornamental base , i'l T l • I (See Nota 4 ) �.• .•�• l SAFETY SWITCH FOR �' c . .--"di SIGNALIZ4TION Ili . N i . `O r Y 'K L!MS -o u b _ I � t) :-/ i , �♦. •rnamental Split Bast LO 2 V2 DIA ,, In 1 1 , _ - ---- - bf"mode of cost oluR11num LL e f : A-20'X 4-1/2 0.D. GALV. - to r, c, -ID' �� Type SSA mot�Nd as des �) I�I I STEEL POLE 45 A ..1� - -- _ �' Iq L 6- .. HHOILLEI •SEAS 4 •-' 1 ;: ` ArStM Istiundor ds, art2, H s/ mt n 4t/ O.D.gale steel pipe it,1CL "CONCRETE 17(3���DRILL 5/8��TAP FOR 5/8�� SHOWN PagetO86,wrtn o t62with a minumum wall :imam wall tNcknesg Each j II XI HEX. SOC HD. I 11.1 thickness of 156 ,.r tr e +] 1 CUP SCREW WI .- "'��... 1 urit to consist of two eluivalcnt standard v� s ■� CUP POINT �-- �% I idgnticdl and Intercho►9e- ♦% a - I able halves.(See Note °-) 'j pipe with a minumum 0 - I CONDUIT TO CONTROLLER / i I wall thickness of.236. GROUND ROD 8 CLAMP r '- FOR SIGNALIZATION /' N N N i 4 O i (Sea Note 3 ) )� 11 N N -N II II a) I.% I N n. -II_ 1 i1 .I X I 211 BRASSSCREW TYPICAL t`' --� a� I /4 20 / METER POLE INSTALLATION (STEEL) imil\ - , - ;r• i TO BE FURNISHED BY FABRI- % ,, / °D — R---- �( CATOR / 1/2 R GRADE hI SEMI , 11111, ,�� / __- 1 1'� ild ' POLE TOP SPLIT SASE FOR 4'TRAFFIC SIGNAL POLE ' 5 UNIT ITEM QUANT DESCRIPTION MATL. EST WT. I T ` I POLE TOP I CAST AL. 11.5� UNIT ITEM QUANT DESCRIPTION MAIL.EST.WT. SETSCREW I 5/811-IIXrCUP PT. AL. 01 * POLE BASE RA_ CAST AL. .38" I r .i Power shall be supplied by a 1 2 ) volt , LOCK WASHERS 4 ' SPLIT AL. .00te 3/8°X41/2° DIAFt. °'0 cycle single phase alternating current I SCHEWS 4 I/4'20XI/4''LGRH. AL .004 WELD ALL AROUND se!-Iice, source of power to be Houston Light- NUTS 4 I/(-20HEX. AL. .001!" ,ng Power Co. Two 20 ampere circuit breakers shall be uses with one of the POLE DETAIL 1'23 volt circuits for the signalization an 'j" the other for future use Switcn Box to be 4 pole 7') amp weather- proof switch with two 120 2') amp breaKer or equal +. The 4- ' / ,. ' C .7x 2^ ` pole shall be hot dippe'•Wgalvanized i- acc )rdance with A standard A-123-51T or latest revision , -a - CONSTRUCTION DETAILS 2 "I ounces per square foot of coated arc ? FOR METER POLE 4 n alternate ornamental split base may ;e constructed of chopped glass or fiber c]-a to have a minimum thickness of 1/8' ans 2 DIY. O. STATE FEDERAL AID PROJECT NO. s NO. EE -inimum of 15 mil gel- coat (Cook ' 945-A-- 9 6 TEXAS /S color to he aluminum The p::ivester res-1 : — - ' b e Cook �`9 3 9-x-10 O o r equal STATE COUNTY CONTROL SECTION JOB HIGHWAY DIST NO. NO. NO. NO. MO. •12 5ro7zor--i9 9,76 e Fi4S/8 ' \___ --- . Ornamental cap to be . Flashing Yellow ccnstructe of fiber /2" Lis Supra/ fAe�d 1 - 4 i/z " Gay Steel Pipe glass as per specifi- �' r cation for ornamental kin Ornamental Split Base tia s e 5 e e '3o t e �;2) a - � (Chopped Glass or Fiber Glass) /2 Min24 Mar �� ', l :. r OW i '-N $�� n rl iv • l 7i , . I/4°-20 Ground screw F74 '� S OVAL N ��.., io A .� .. Fuse Connection Po/e Brackets s,-0" � _ _=t;�r = _ ri �i .l 'I Duxseal AHAD "� ' Ground Bushing ail-- Triangular t +, I i Siip Base - _ I �� I io.. rCD Syrr,Zoo/ s,cin 22 ..,._ r Dia. - I <7 I -Conduit Permissible NOB Bare Copper Shop Splice I i ,� i I round Rod 4 '/?O.D. Go/v Steel Pipe y' j 1 (Breakaway) I , I PRIMARY DIRECTION It I of M ii O I TRAVEL _r.ar ental Split Base to be made of a1K. 4 I 1 cast aLuminu- Type S5A material as 111 iescribed in 1°5S Boox of A S T M I standards , Part 2 , ?age 1095, with a / _,, ' minimum -all t^ickness . Each Non-reinforced. OM unit to consist of two identical and I I Concre a Footing ii �1 ,t` interchangeable halves' (See Note •',E2) - I I ` PovfbN I SCE VIEW * FRONT VIEW FOUNDATION DETAILS Dia TO SCALE 1/2" = I' CONS UC I DETAILS The -1 / 2 0 r, x 20 ' pole shall be ',ot-dipped galvanized in accordance w t FOR SPECIAL ADVANCE A S T J. standard A-l23-51'1, or latest revision , with ? 3 ounces per s; nn-- WARNING SIGNAL foot of cooled area f _ TOTAL iM[ET '.,-. alternate ornamental split base ma, be constructed of chopped glass b- . J COUNTY DIST NO HWY NO TOTAL C glass to have a minimum thickness of 1 / S ' and a minimum of 15 mil gel coat 8rQz.or'I4 ie 54g e9 /e,, (-ook .F945-P.-5-;5) , color to 'e ^ luninum The Polyester resin to be o o i , s.- .--i 0 or equal CONTROL 9'7 :„, I SECTION 2 JOs : \ I ' n . ,‘ ,, Povement Joint (-Lead in Wire - • 1 6 6 --1 211 Sensing loop 6' Loop 61\ , O /f\si - Wires 6 Wit ' 3 3 N Drilled to fit conduit • TYPICAL LOO P it. \ Concrete broken out to work `N fbv•t LAYOUT THE AREA REMOVED SHALL BE THE SAME --� De. with logo Wi►'e - � DEPTIf AS THE LOOP OR LEAD-IN WIRE -- NOTES AND SHALL BE BACKFILLED WITH PAVEMENT JOINT DETAILS d ° ' over Arcs �'� s on ASPHALTIC JOINT SEALER. d„ ►t • ,: eg fi n► 4°Q o d O O• `j. 1. INSTALLATION OF THE WIRE LOOPS IS TO BE MADE IN THE SHORTEST TIME ,. PRACTICAL, NOT TO EXCEED A 4 HRS. MAX. AND SCHEDULED DURING OFF- _ / Conduit PEAK HOURS TO MINIMIZE DELAY TO VEHICLE TRAFFIC. 6 THE CONTRACTOR SHALL USE TWO CONDUCTOR Sealing compound y6 Asbestos card SHIELDED CABLE FROM THE BASE OF A STEEL rAsph. Pav t 2. THE PAVEMENT CUT IS TO BE MADE WITH A CONCRETE SAW TO NEAT LINES POLE OR TOP OF A WOOD POLE TO THE UM- AND LOOSE MATERIAL REMOVED. THE CUT SHALL BE CLEAN AND DRY WHEN TROLLER MEETING THE FOLLOWING REQUIRE- ..:.... SEALING COMPOUND IS PLACED. MENTS 'cpo' p '.. �. �Z 3. THE SEALING COMPOUND AN EPDXY RESIN, AND ASBESTOS CORD SHALL BE . " d® R�a •0. L �, o > STRANDED SIZE 12AWG CONDUCTORS. TIN- . m' ''' jd,' a Q� �Q o FURNISHED AND PLACED BY THE CONTRACTOR. NED COPPER, POLYETHYLENE INSULATED, 0062 .papa y V MU 0 ' Cd 03 CONDUCTORS CABLED, ALUMINUM-POLYES- 4. THE LEAD-IN WIRES ARE TO BE TWISTED A MINIMUM OF TWO TIMES PER TER SHIELD, WITH STRANDED TINNED Cement stab base' Wire FOOT AND REMAIN UNDISTURBED AFTER THE LOOP HAS BEEN TUNED. DRAIN WIRE, CHROME VINYL JACKET, SECTION A-A 100 PER CENT SHIELD COVERAGE, 25 5. IN BITUMINOUS SURFACING THE SEALANT USED WILL BE A DURABLE, HOT pF/ft CAPACITANCE BETWEEN CONDUC- POURED RUBBER OR BITUMINOUS BASED SEALING COMPOUND APPROVED BY TORS AND 49 pF/ft CAPACITANCE THE ENGINEER IN THE FIELD, BETWEEN ONE CONDUCTOR AND OTHER Number Wrdth Depth CONDUCTOR CONNECTED TO SHIELD, of ( perpendicular ( parallel to Turns of wire INSULATION THICKNESS 0.037 INCH, SW/conduit with asbestos A Lanes to traffic flow ) traffic flow) JACKET THICKNESS 0.040 INCH NOMINAL OUTSIDE DIAMETER, 1,000 VOLT. and seating compound. i Wire I 6ft - 12 f t Eft 4 - 7. ALL CONNECTIONS SHALL BE SOLDERED. \ "".�— _,-���'_" °' �.� :, 2 lift - 26ft 6 ft 3 4,,�� Cf.�FQg. 0 .. O Y �'l r '1' • 3 27ft - 39ft 6 ft 2 4.+' - ' - LOOP DETECTOR DETAILS /" Coi .ut 4 40ft - 46ft Eft 1 -...I_ NO SCALE A 1 TOTAL SHEET COUNTY DIST NO HWY NO SHEETS NO , r-c?xar-ice /e Sib a , /7 CONTROL / 76 SECTION ' JOB I , ,, 0 , \ , , , ir 7, The Contractor is to modify the existing controller foundation if necessary to accommodate the proposed cabinet The modified contro/ler foundation shall be # /eve/ with the pavement surface Pull Box ' ---- -- - -imilmilmili Note See P/on Layout For I 4" Conduit 1 Conduit Entronces (As Required) -- I ©, ' And Sizes. L - - -i_ 1-- - -/ -L-_ I - 2 Phase - o$ L _ J _ • _ A t t Ma 1- t Cr) s 41 a 0 ---I- + I /3" +---t- _ _ Bottom I °, Ground To Terminal Strip -- - - _ - + I Anchor Bolts ,/ iL 23" /4"Top 23" -_ /X er 45° (See Note I) % ,I /"x /"x 45` Chamfer I I 4 r -ET- 1 1 I - -' Chomfer I `� /" f = Grounding Bushing- I I 1- ,J ,.I t- -- 1 t I s O _ —�- � 6 x 6 6 Reinf Mesh .' - -- I,,IIiA / �, "') 1 Slope To Drain col- ,41 ,_- -_ �- - -k-- - - - !_ 1 i F=' ou - - - - I 1- -- - __ - -� I I -- Nt. A_ _ r i .c -/7/- - -\7 ,. - ��- -- - - - - - 7yr7 - - - - W I -�//2 -- - "fReinfBor to variable Length Of Conduit— - - - r Grovel Drain „ I I \� 5 '- 0" /'x /'X 45`Chomfer / � F. � Ground Rod Grove/ Drain- ----8'-O"Long__.;; ` '- - -- TOP VIEW ' (LESS CABINET) FRONT VIEW Pu// Bar Grovel Drain ------ -- -----�--- NorEs SIDS VIEW F.M.518 & OLD ALVIN ROAD / Details of anchor bolt location to be furnished 4 Controller and all pull boxes to have gravel drain CONTROLLER FOUNDATION DETAILS by the cobinet manufacturer . A// pull boxes shall be installed w/extension 2 Dimensions shown for concrete base shall be 5 A/l concrete to be c/ass 'A" SCALE 3/►4" =I' -0° subject to modification to fit equipment furnished 6 The Contractor is to set the controller foundation level COUNTY DIST NO HWY NO TOTAL SHEET SHEETS NO 3 The contractor shol/ furnish any additional concrete with the pavement surface or as approved by the field Engineer j ra z o r'q /2 FM 5/8 z 9 /8 which may be necessory to stabilize foundation of unusual locations• CONTROL 9 7 6 SECTION e JOB n it I , 1 a 11 R i .&. Cabinet As Per Controller Manufacturer t'� -- ----N, Note See Plan Layout For / \ Fan Unit ---r'� — -- I Pull Box I Conduit Entrances Conduit I 0 I And Sizes As Required -I __ _ ___I t fi T f .�' _ - I�-I- -1---t _. _ _ 0) n g �!S 1 - 83 bi:95, 0 a - Iega , 0 - +' �' Bottom , I 0' ,., Ground to Terminal Strip • - 23 1, /4 Top 23 lx i x 45c -' Anchor Bolts 45° 0 y.— t- Chamfer (See Note No.1) / / x x 45 Chamfer I I I i l • I / r/ / Grounding Bushing I t �� I �� r._ , 6 ; 6x -N96Rmf es 10 // OReinf. I:�— —— �7 1 ———d — —. Slope to Dram �1 I` '� 1— f_ L J__ t_ N Bar ? _ ,.�_ — -1 1 1 — _ : ,_ ,41. 01 -A---A4w-- ik-- — Grovel ,� `"'_ I I , �� � Grovel Drain rove/ Drom.-1�/'�1 jg�� i �'6" [� I I � I I .;; ^GC • CI p N o Drain —� L ,� Variable Length of conduit \ H 5 C /x/x45 Chamfer Ground.Rod G I \� o 8=O Long1 i I N� -- 1-' �� 00 1 ----4� u�8 TOP VIEW 1 Pull Box °® 0 rove/ Drain ( LESS CABINET ) FRONT VIEW SIDE VIEW NOTES I Details of anchor bolt location to be furnished 4 All concrete to be class "A " by the cabinet manufacturer 5 The Contractor is to set the con/roller foundo/ion level 2 Dimensions shown for concrete base shall be with the pavement surface or as approved by the field F. M.5I8 8a DIXIE FARM ROAD subject to modification to fit equipment furnished Engineer 3 Controller and oil pull boxes to hove grove/ dram- 6 The contractor shall furnish any additional concrete which CONTROLLER FOUNDATION DETAILS A/l pull boxes shall be insto/led w/extension may be necessary to stabilize foundation of unusual locations. SCALE 3/4" = I - 0 COUNTY DIST NO HWY NO TOTAL SHEET NO SHEETS NO ' arcr.Z.Or/a /2 F,l13/0 2 9 /9 CONTROL 9 x SECTION JOB r i • 2 /8 R ''.�------------------ `\ • ��r®�® I' 'tTPdCJa� (3Q A o f.0.60 o CY 4.A j i / I II, it IS 1 v Ht. , ii iI I NOTES I 1II - ....T I �� ' �� �I 8 y4 II I II II end II j = ___ _______ __ �_'� I _ elI II = �I I / Body reinforcing-2 Welded frames-Na 9 Wire Il I,a ITtil I _ �' I I Cover reinforcing-Welded grid os shown- No.3 Wire I I � II �I I II I I I inz I -ao II. 1 : if �3/e" I ' ;Iir '`� �'N III II�\ Cover lift eyes-3/8 go/v steel cost m place I I II I - I II „ II I o i �� - I - II Cover hold downs-3/8 brass rod 8 nuts '_ -- - — ----� —_ -_ I ® II �� Cover lettering-1/incised/etters//TRAFF/C 1 I II * - 81/4 II II ` II I ° III 1 � " I II // _li � I' II II I /4 1 4 SIGNAL i ! \�` Oi it II -Q..�/ I i I t , Ii \ 2 Location of u//boxes �� ____ ®� o'0 9;e moo° = 1 �� b'olr P o es to be os shown on layout ��_ 7 3. t , sheet- Additional pull boxes may be required 3' 2 3 _ 12" __ f JO _ by the field Engineer {-- 21/4 e I 3 Pull boxes to be ' I� SECTION B-B placed at 350 moxfrAum or --r G Qo�or vp G o g >� ob. 6� �;, g®o & �, / os directed by the Engineer /n the field. eg __ _- ____ _----- _ pe & ' Variable P 8 0 IP< po _-. 203/8" '-tea1 Ce o -1 6 / v 0 \0 21 5/8' o \ Pavement ig I f I I 1,of %.. or, �� b 1 44' CJ V v GP ,, c. 9 P' s --- ..............---------- Conduce ____________ -rC.1... -4 7am► ,, it,. •„„,,...Q06 cost • Voiri 1/• VIVO - Eh At PULL BOX DETAILS 1h' L m SCALE 2 = I Gravel Drain , Ai rjr� • COUNTY DIST NO HWY NO TOTAL SHEET k„.5(7_%) . - SECTION A-A SHEETS NO e p-- z_,or/q iz r/115%£ e 9 zd ' CONTROL 4, ?`p I SECTION 0 I JOB \ j _ C 45 n +.fs 'i'. f' ii ' . _,:fir - -A P... : , „. ..„" ,,,, ,,, , ,.„,„,. ,,„ Exist Aerial Interconnect CGb<e To Grand Blvd S.N 35� Or 3n e St No �s%on Ave Pork Ave ! I 11 S.H 35 ! ' L ; :� ! I Ga,'ve5ton Ave 4 f-- t is t Pole 1 l I A. 'z` p.' (lc)tp(�t I 1 i'"—Exist Siono/ %sta/lotion ) -' � ..t ) \ ROPY ) .._ ____ _______________ „It , -„ ,. ( — IPP i_____ ., , t ,e1 1 _________._:________________„ PP 1-11 i f T-Op. Siynal/nstallation B Exist_ Pole 1 • � � F. � Y i Li ^nta-t ! Exi r Aer/Q/ /r ter cDn��ectLo . City G{ Pp�rlon� P Coble T-) SH 3 h Wu/nur .St I� PP PP Pi' 1 ' FP P� PP =PP P!' a n• PI' , �8 • —_ • -.- a_i 1 1 a _ ---e- -- _:� i __ L- �� �, p PP Pia W J , I FP PPAfle y 7P Alley x v f` / / �Prin Or% Pc;ti-.r }. AerialQ -: nter(2Gr)heCt Cable �� Secondary Power NOTES . 1 1 r-l—Ir/9C For S'an-7l lntercorf,ecf - I. SIGNAL INTERCONNECT CABLB TO BE PLACED ON APPROXI- EXHIBIT-„ 11 42'Min C JF`aronr e _�'Te%phone A MATELY 40 LrILI_T PO ,EW 2. INTERCONNECTION CABLE, O BE FURNISHED AND INSTALLED 1 OF 3 ' 'd—i, I lily Pole BY ^HE CONT3A0 '0:�. -- 3. ALL POWER POLES, ARE HOUSTON LIGHmING & POWER COMPANY. DETAILS OF AERIAL I INTERCONNECTION i COUNTY DIST NO HWY NO SHTOTAL.EETS N I SN�OET i''','aznria l2 Fti15/81 e j e/ Typicq/ Utility Pole p-- CONTROL ! 76 SECTION 2 I JOB — --- — — T. TT N y -� . i �y k Old Alvin Road \t1 LS_1 N. w. Li N.\ \\ \ t CQble--`'--\ ' Aer��] lntercono h„`V1, R014 —s Prop.]-l2/9c - PLC _ �'w .__ P� • �rI' - — �__ P ____ _______._ 4 PP FP PP --- EX/St ityjn121 \ \ f „ � �_� \NN installation rr 14" 5- s EXH IBIT-I`A v C 2 OF TAILS OF �E sFiEET AERIAL INTERCONNECTIONTOTAL NO HWY NO sO1 D15T NO Q ,__--r-�----''� COUNTY --- �� 2 ! drazorio �2 �}/t\ JOB SECTION CONTROL 976 t k, 10. '' _ ''' - '''' :. -Yt,4.---F - 'AC,- :Y. 1,; -..,Lii• ''' '41*•'+' ' ' • 1, ,..*.,,t, .....-.- „_,;.; $IT r. . 4 s,; le;t'41..t c• !I 1. f•Ait, 1,4: IP i 4. I ...,7.0 ' J .'1 u..1 .... Barry Rase Road (I),1 1 A''ciA/ IPP II------ Aer/o/ /rite' rcoPhOf'•i i.' -e_a h I e f) . i. \ P j----1— —_ __ _ . (• ---7----------- "----7: ------- - . F n.4 5145_------ -- --- _.-------- . --, --.V-----7:7"----------.---"---.:— .,---- ---'-- ... , e W 7 in,1 I ,.' L . .---- A A it EXHIBIT-" AI I 3 OF 3 DETAILS OF ;., AERIAL INTERCONNECTION COUNTY DIST NO HWY NO TOTAL St JET SH EETS N Brazoria 12 FM518 Zci e 3 CONTROL q76 !SECTION 2 I JOB \ : , , -- — — — —`, — — lam — - _6 -7 ._ > .t `"White ? I 3 M4x////uM. 3% 4 0 1 i F 1` 1 j 1 ' 1 — I ; _ — I I I I 1 I I i I mi p b , ? �� 1 1 j ' i i i T i . `STO/� MARE /N ' iLI- - , ' i , . `� T iA ESi,Q ' 1 j ; I 1, THE ( V RACTOR SHALL FURNISH l� INSTALL ALL PAVE/ENT I Yf I' ' i ' ' 'i + ' I '' MARKINGS IN ACCORDANCE WITH ITEf1 T306, �, 1 I i . , 0 2-8- 2, EX CT LOC4TION OF PAVEMENT I AKI TO BE APPI BY 6"Wh"White Cro5s /. 3J E NGI R IN HE FIL % w�/kL«�e 3, ALITICNAL INR) TIC1 �I 16 PAVEMENT M CIN� \\.,7:-.,::": ,.....\... SYMBOL �'�1A R/�//�G . t MAY BE FOLD ON PAGES I I-B-17, .20, �, NIl) I I-E- , o Ir — — I =� , , , �' 4 341 35, 36, AND 41 OF THE T S B CN WIFO l --c L01 fl , ,.,_.._... ; 1 +.? ' ; I ' TRAFFIC CONTROL DEVICES FOR SWELLS ELLS P HIGI YS, ---t- VOL NE 2, ��C SO j { 6 ii ' ' i ! 41 ; 1 . °' 1 1 I PAVEMENT MARKING DETAILS 24��Whi to � Wh/to Word g F � 5 fro pLilne - ,� 3yrrlbo/ Mar/ ny 17. ., _ rr }f.. ; i I f NO SCALE 1 i 7: // COUNTY DIST NO HWY NO TOTAL SHEET SHEETS NO Br-9.z a ri 9 /0 /W,178 0, e4 CR05 S WAL/( MARK//Vc WOPY3' /l4ARK/NG CONTROL / 7‘ SECTION e JOB 0 a I I° r IV 100'min. 100'min. �Taper=SxW CW20-50R 11 J .1 .( Detector Type I CW4-3L •, or '''• Location (Bon: tOae ♦'.. .Traffic cones Traffic cones - j ;..�Type I • • L z �, t � s;e. r :r''rt:q ) atn III f r• eewei etre di -_.. Traffic s R4-78 i • �.+ .�� .�.� .�..� • i '' Flagmen 9 CW20 7D sign Cons ��'w �� �� :,:llf aiet a { 1 , , R4-7B may also be required according r ., Use vehicle equipped with it �� 41 y t'' { • • 40 re r i •5 R min."• p. ea.._. be rrequrccf sled wrd t ons` also ellibe` 131n9 . J - j TYPICAL HANGING SIGNAL INSTALLATIONS pe) Daytime-Four Lane Roadway WISt1 W= With of offset l 1,,,_ PC(min. _ 10d min. I Taper=S x W t ® Detector Type I Barricade 2'min.-variable max. 2'mn.-variable max. Shoulder Shoulder Location with CWI-6 sign -� rr...,y..I i •I " ."", ., --- r,--^^'t, •St =..— -..-...IL - - c 4 nominal," i • • t • • • • • •t• airli /4'WaW. x `,'. ,r ..* • • +`7i • ^I .11.1..M.111)1. ■I!■��I I■ �'�� Shoulder ( T • • _ t f T �•�. •�• 111.111111 1 I 1 Flrgmen d CW20 7D sign may also L p . ` o a �5 R min. �� " ' be required according to field conditions Sidewalk 41max. �.• o "51R min. Sidewalk Tr, es"`�o 00 • Type I(R) �' Type I(L) -- - TYPE I BARRICADES Daytime - Two Lane Bldg. Bldg. If cones are within limits of a parking Eliminate parking by placing runes space the R4-7B or R4-8B warning sign need not be placed. when spaces exist A WHERE A SIGN IS TO BE MOUNTED ON A BARRICADE, TFE For Type I Barricades,both sides of the top rail TYPICAL DETECTOR INSTALLATION BARRICADE LENGTH SHOULD NOT BE LESS THAN TIE HBRIZONTAL shall have reflective orange and reflective white At Night- I. Steady burn lamps for delineation DIMENSION OF THE SIGN IF LIGHTS ARE ALSO TO BE MOUNTED ON striping. — lest of canes. TYPICAL RESTRICTED PEDESTRIAN MOVEMENTS THE BARRICADE,THE BARRICADE SHOULD NOT BE LESS THAN THE 2.Flashers on barricades. SIGN WIDTH PLUS ABOUT 12' FOR EACH LIGHT TO BE ATTACHED. BARRICADES OF A GREATER LENGTH THAN TFE ABOVE WILL BE GENERAL NOTES • WHERE PEDESTRIAN ARE ANTICIPATED AT NIGHT ALL HOLES, SATISFACTORY SIGNS MOUNTED ON BARRICADES SHALL NOT BE TRENCHES OR OTHER HAZARDOUS AREAS SHALL BE ADEQUATELY PROTEC LESS THAN ONE FOOT ABOVE THE PAVEMENT EDGE. `_ -- PAINT AND COLORATION SHALL BE EQUAL TO TEXAS HIGHWAY DEPART TED BY USE OF BARRICADES, LIGHTS OR OTHER PROTECTIVE DEVICES. WENT STANDARDS.REFLECTORIZATION SHALL BE BY MEANS OF APPROVED i.lY REFLECTIVE COATINGS ON THE SIGNS. SIGNS SHALL COMPLY WITH THE 1 GENERAL REQUIREMENTS AND REFLECTORIZATION SPECIFIED IN THE 'STANDARD SPECIFICATION FOR CONSTRUCTION OF HIGHWAYS,STREETS RO 8 T ® THE ADVANCE SIGNS AND BARRICADES SHALL BE KEEP KEEP OBSERVE AND BRIDGES' IN EFFECT AT THE TIME OF CONTRACT AWARD. IN PLACE WHEN SIGNAL CONSTRUCTION OPERi1/4- Type I lerriWdes with warning ATIONS ARE IN PROGRESS.THE CONTRACTOR WITH WARNING END ALL SIGNS, CONES, BATTERY FLASHERS, AND BMIRICADE WARNING lights Type A Low Intensity) THE APPROVAL OF THE ENGINEER MAY REMOVE THE , SIGNS LIGHTS SHALL CONFORM WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC • CANSTRUCTION ADVANCE SIGNS AND BARRICADES WHEN THERE RIGHT LEFT j STATE LAN CONTROL DEVICES FOR STREETS AND HIGHWAYS G20 41 C • a``� ARE NO CONSTRUCTION OPERATIONS UNDER WAY __ y ANY OBSTRUCTIONS OR HAZARDS AT THE WORK G20-2 A AREA SHALL BE CLEARLY MARKED AND DELINEATED R4-7B R4-86 R10-8 G20-2 ALL SIGNS SHOWN HAVE BLACK LETTERS AND BORDERS ON A REFLEC x 11 24" TIVE ORANGE BACKGROUND EXCEPT THE R10-8, R4-78, R4-8B, AND AT ALL TIMES. 24"X30" 24"X30" 48"X42" 60 G20-6 SIGNS WHICH HAVE A REFLECTIVE WHITE BACKGROUND CW2O(SG)-ID - TEMPORARY SIGNS MOUNTED IN THE ROADWAY ON PORTABLE 3001 300' / • BARRICADES OR SUPPORTS MAY BE AT LOWER HEIGHTS AS DICTATED BY Type 1 Barricades with I * to * to * • /LANE ENDS CIRCUMSTANCES,BUT THE BOTTOM OF A SIGN SHALL NOT BE LESS THAN warning lights(Type A 100�- 500'-7501 _ 5001 _ 500� NAME - MERGE ONE FOOT ABOVE THE PAVEMENT Low Intensity) Ty t Open G20-6�{I ADDRESS •� R4-8B J RIO-8 CITY4finaM ��.. LEFT FOR ADDITIONAL INFORMATION AND GUIDELINES ON BARRICADES AND �1-8-4 v / ®Typical odvmce signing L G20 2 t r• enl m4 p �" STATE CONSTRUCTION_SIGNS SEE THE TEXAS MANUAL ON UNIFORM TRAFFIC 'o`•'o'�'•"* CONTRACTOR CONTROL DEVICES. illi G20-6 GWI-6L CIW4-3L • (�F Ib �� r ltgs or cones in day IN Type I Barricades with l 4811 X 24° 48"x48" SIGNING SHOWN IS TYPICAL AND MAY ADJUSTED TO FIT FIELD CON- `G20-6 CW2O(SG)-ID steady burning lights G20-2 J warning lights(Type A 413"X 42' DITIONS BY THE ENGINEER. RK) 8 ti and cones al night. I____- Low Intensity) _ \\� STATED i RTM T OF HIGHWAYS *DISTANCE VARIES WITH SPEED Possible siccing near work area . AND PUBLIC TR NSPORTATION :..CW20(SG) ID SIGNAL • SINGLE OF TRAFFIC.DISTANCE CAN BE RIGHT LANE FLAGMAN LESS THAN SHOWN IN URBAN NOTE. LANE BARRICADES, CONSTRUCTION SIGNS AREAS. FOR SEVERAL CLOSELY ADJOINING INTERSECTIONS ; CONSTRUCTION - CLOSED AHEAD G20-2 Traffic cones ON THE SAME PROJECT ADVANCE SIGNING MAY AHEAD AHEAD AHEAD AND **CHANGE TO TYPE I BARRI- �� NOT BE REQUIRED IN ADVANCE OF EACH IN- TYPICAL CONSTRUCTION LAYOUTS CADES WITH ARROWS AT a • II""G20-6 TERSECTION,BUT ONLY IN ADVANCE OF THE IN- NIGHT •/Type TERSECTIONS AT THE PROJECT LIMITS. IF THIS IS CW20(SGr1D GW20-5DR GW20-6D CW20-7D warning 1(TypeA Rp-8 THE CASE,SEE DETAILS ELSEWHERE IN THE PLANS 48 x48' 48'x48" 48'x48' 48"x48" FOR TRAFFIC SIGNAL INSTALLATIONS Low Int )l �� FOR ADVANCE SIGNING REQUIREMENTS. fi.._ _ y 4-75-8011 BTS SIGNING IN ADVANCE OF CONSTRUCTION TYPICAL SIGNS USED 1N TRAFFIC SIGNAL CONSTRUCTION AREAS ORIGINAL DRAWING DATE 4-76 Ala EEDEH4 FEDERAL nID PROJECT .MEET dSTPICT HEer. AND DMA ie IZ 2S cc, b-75 Barricade color noteDOUHTr W gN ,p• NT0.K.SECTe N..POSSIBLE SIGNING NEAR WORK AREA D ..: A/CR Z o K/,q - 76 a FM