INDEX OF SHEETS
(SHEET 1 OF 2)
AS SHOWN
DEC 2016
0455.008.001
2
(OMIT)
2 01/2017 CN
2
2
SHEETS ADDED/OMITTED
2
435 (SPECIAL)DETAIL INLET CURB**
BRIDGE436 - 437 LAYOUT BRIDGE CROSSINGUPRR
438 SECTION TYPICAL BRIDGE CROSSINGUPRR
439 QUANTITIES ESTIMATED CROSSINGUPRR
440 LAYOUT FOUNDATION CROSSINGUPRR
441 - 442 ELEVATION & PLAN ABUTMENT CROSSINGUPRR
443 DETAILS ABUTMENT CROSSINGUPRR
444 - 448 ELEVATION & PLAN BENT CROSSINGUPRR
449 DETAILS BENT CROSSINGUPRR
450 - 453 PLAN FRAMING CROSSINGUPRR
454 - 456 PLAN SLAB CROSSINGUPRR
457 DETAILS SLAB CROSSINGUPRR
458 DESIGN BEAM NON-STANDARD CROSSINGUPRR
459 6 DITCH DRAINAGE OVER LAYOUT BRIDGEEB
460 PLAN PHASING BRIDGEEB
461 QUANTITIES ESTIMATED BRIDGEEB
462 LAYOUT FOUNDATION WIDENING BRIDGEEB
463 - 464 ELEVATION & PLAN ABUTMENT WIDENING BRIDGEEB
465 DETAILS ABUTMENT WIDENING BRIDGEEB
466 DETAILS REMOVAL WIDENING BRIDGEEB
467 - 468 ELEVATION & PLAN BEND WIDENING BRIDGEEB
469 DETAILS BENT WIDENING BRIDGEEB
470 PLAN FRAMING WIDENING BRIDGEEB
471 PLAN SLAB WIDENING BRIDGEEB
472 - 473 DETAILS SLAB WIDENING BRIDGEEB
474 DESIGN BEAM NON-STANDARD WIDENING BRIDGEEB
475 6 DITCH DRAINAGE OVER LAYOUT BRIDGEWB
476 PLAN PHASING BRIDGEWB
477 QUANTITIES ESTIMATED WIDENING BRIDGEWB
478 PLAN FOUNDATION WIDENING BRIDGEWB
479 - 480 ELEVATION & PLAN ABUTMENT WIDENING BRIDGEWB
481 DETAILS ABUTMENT WIDENING BRIDGEWB
482 DETAILS REMOVAL WIDENING BRIDGEWB
483 - 484 ELEVATION & PLAN BENT WIDENING BRIDGEWB
485 DETAILS BENT WIDENING BRIDGEWB
486 PLAN FRAMING WIDENING BRIDGEWB
487 PLAN SLAB WIDENING BRIDGEWB
488 - 489 DETAILS SLAB WIDENING BRIDGEWB
490 DESIGN BEAM NON-STANDARD WIDENING BRIDGEWB
STANDARDSBRIDGE491 (BAS-C) PAVEMENT CONCRETE SLAB APPROACH BRIDGE*
492 BEAMS BOX CONC PRESTR DETAILS BEARING ELASTOMERIC*
(BBEB)
493 SLAB) (WITH BEAMS BOX CONC PRESTR DETAILS ANCHORAGE RAIL*
(BBRAS)
494 - 496 (BB-B20) B20) (TYPE DETAILS BEAM BOX CONCRETE PRESTRESSED*
497 - 498 (BL) DETAILS LIGHTING BRIDGE*
499 - 501 (BMCS) ASSEMBLY SIGN CLEARANCE MOUNTED BRIDGE*
502 - 503 (BRSM) DETAILS MEDIAN AND SIDEWALK RAISED BRIDGE*
504 (CP) PILING CONCRETE PRESTRESSED*
505 (CRR) DRAINS SHOULDER AND RIPRAP CONCRETE*
506 (CSAB) ABUTMENT BRIDGE BACKFILL ABUTMENT STABILIZED CEMENT*
507 - 508 (FD) DETAILS FOUNDATION COMMON*
509 (IGCS) DETAILS SLAB CONTINUOUS*
510 - 511 DETAILS I-GIRDER CONCRETE PRESTRESSED*
512 - 514 (IGEB) I-GIRDERS CONCRETE PRESTR DETAILS BEARING ELASTOMERIC*
515 - 516 (IGMS) I-GIRDERS CONCRETE PRESTR DETAILS SLAB MISCELLANEOUS*
517 SPANS I-GIRDER CONCRETE PRESTRESSED DETAILS END SLAB THICKENED*
(IGTS)
518 - 519 C) (MERB REQUIREMENTS BRACING AND ERECTION MINIMUM*
520 - 523 (PCP) DETAILS DECK PANELS CONCRETE PRESTRESSED*
524 - 526 T401) (TYPE RAIL TRAFFIC*
GENERAL1 SHEETTITLE
2 - 3 SHEETS OFINDEX
4 - 10 LAYOUTPROJECT
11 - 12 QUANTITIES ROADWAY OFSUMMARY
13 - 14 QUANTITIES DRIVEWAYS OFSUMMARY
15 QUANTITIES REMOVAL OFSUMMARY
16 QUANTITIES DRAINAGE OFSUMMARY
17 - 20A QUANTITIES TCP OFSUMMARY
21 MARKINGS PAVEMENT & SIGNING OFSUMMARY
22 - 23 QUANTITIES SIGNAL TRAFFIC OFSUMMARY
24 QUANTITIES SWPPP OFSUMMARY
25 - 31 SECTIONSTYPICAL
REMOVAL32 - 58 LAYOUTREMOVAL
59 LANE ABBEY LAYOUTREMOVAL
60 - 63 DR GENEVA LAYOUTREMOVAL
PLAN CONTROLTRAFFIC64 NARRATIVE PLAN CONTROLTRAFFIC
65 - 69 LAYOUT WARNING ADVANCE PLAN CONTROLTRAFFIC
70 - 75 OVERVIEW PLAN CONTROLTRAFFIC
76 - 78 DETAILS WORKZONE PLAN CONTROLTRAFFIC
79 - 84 1 PHASE SECTIONS TYPICAL PLAN CONTROLTRAFFIC
85 DR GENEVA SECTIONS TYPICAL PLAN CONTROLTRAFFIC
86 - 99 1 STEP 1 PHASE PLAN CONTROLTRAFFIC
100 - 108 2 STEP 1 PHASE PLAN CONTROLTRAFFIC
109 - 110 3 STEP 1 PHASE PLAN CONTROLTRAFFIC
111 4 STEP 1 PHASE PLAN CONTROLTRAFFIC
112 - 118 2 PHASE SECTIONS TYPICAL PLAN CONTROLTRAFFIC
119 - 128 1 STEP 2 PHASE PLAN CONTROLTRAFFIC
129 - 136 2 STEP 2 PHASE PLAN CONTROLTRAFFIC
137 3 STEP 2 PHASE PLAN CONTROLTRAFFIC
138 - 142 3 PHASE SECTIONS TYPICAL PLAN CONTROLTRAFFIC
143 - 152 1 STEP 3 PHASE PLAN CONTROLTRAFFIC
153 2 STEP 3 PHASE PLAN CONTROLTRAFFIC
154 - 165 4 PHASE SECTIONS TYPICAL PLAN CONTROLTRAFFIC
166 - 171 1 STEP 4 PHASE PLAN CONTROLTRAFFIC
172 - 174 2 STEP 4 PHASE PLAN CONTROLTRAFFIC
175 - 176 3 STEP 4 PHASE PLAN CONTROLTRAFFIC
177 5 PHASE SECTIONS TYPICAL PLAN CONTROLTRAFFIC
178 - 180 5 PHASE PLAN CONTROLTRAFFIC
181 QUANTITIES SIGNAL TEMPORARY OFSUMMARY
182 NOTES SIGNALTEMPORARY
183 - 184 1 PHASE DR., GENEVA AT LAYOUT SIGNALTEMPORARY
185 - 186 1 PHASE OAKS, HAWTHORN/IMPERIAL E. AT LAYOUT SIGNALTEMPORARY
187 - 188 1 PHASE DR., ROSE WILD AT LAYOUT SIGNALTEMPORARY
189 - 190 1 PHASE RD., WESTFIELD ALDINE AT LAYOUT SIGNALTEMPORARY
191 - 192 1 PHASE DR., RANCH CAYNON LAYOUT SIGNALTEMPORARY
192A 1 PHASE DRIVEWAY, WALMART AT LAYOUT SIGNALTEMPORARY
STANDARDS PLAN CONTROLTRAFFIC193 - 204 -14) (BC CONSTRUCTION AND BARRICADE*
205 CONDITIONS EDGE VARIOUS FOR TREATMENT*
206 - 207 (LPCB-13) BARRIER PRECAST BARRIER CONCRETE PROFILE LOW*
208 - 209 (PCTB) BARRIER TRAFFIC CONCRETE PRECAST**
210 - 211 TC2010-09) (TWRIP PHASING INTERSECTION ROADWAY WAY TWO**
212 3050-96) (TCPTC CLOSURES BOULEVARD**
213 TC8010-2009) (CSMD DRIVES MISCELLANEOUS FOR SEQUENCE CONSTRUCTION**
214 TC8020-04) (DS SIGNING DRIVEWAY**
215 (TCP(1-2)-12) CONTROL TRAFFIC TWO-WAY ONE-LANE PLAN CONTROL TRAFFIC*
216 ROADS CONVENTIONAL MULTILANE ON CLOSURES LANE PLAN CONTROL TRAFFIC*
(TCP(1-4)-12)
217 (TCP(2-2)-12) CONTROL TRAFFIC TWO-WAY ONE-LANE PLAN CONTROL TRAFFIC*
218 (WZ(RCD)-13) DETAILS CLOSURE ROAD ZONE WORK*
219 (WZ(STPM)-13) MARKINGS PAVEMENT TERM SHORT ZONE WORK*
220 (WZ(TD)-13) DETAILS TYPICAL PLAN CONTROL TRAFFIC*
221 SIGNALS TRAFFIC FOR DETAILS CONSTRUCTION DETAILS/STANDARDS SIGNAL**
(CD/TS/WP) POLE) (WOOD
222 (VS/MD) DETAILS MOUNTING CAMERA VIVDS DETAILS/STANDARDS SIGNAL**
223 (SD/ABOD) DETAILS ORIENTATION BOLT ANCHOR DETAILS/STANDARDS SIGNAL**
223A (N)-16) (TRACC (NARROW) CUSHION CRASH HIGHWAY TRINITY*
ROADWAY224 - 230 MAP CONTROLSURVEY
231 - 234 SHEET DATAHORIZONTAL
235 - 284 EASTBOUND PROFILE & PLANROADWAY
285 - 339 WESTBOUND PROFILE & PLANROADWAY
340 - 345 ROAD ACCESS PROFILE & PLANROADWAY
346 - 349 LANE ABBEY PROFILE & PLANROADWAY
350 - 354 WESTFIELD ALDINE PROFILE & PLANROADWAY
355 - 356 DR ROSE WILD PROFILE & PLANROADWAY
357 - 368 LAYOUTSINTERSECTION
STANDARDSROADWAY369 - 370 DETAILS PAVING CONCRETE***
371 DETAILS DRIVEWAY SUBDIVISION***
372 CONSTRUCTION ROADWAY MAJOR FOR DETAILS DRIVEWAY***
373 PROJECTS 3 PRECINCT FOR DRIVEWAYS COMMERCIAL FOR DETAILS***
374 (TE(HMAC)-11) PAVEMENT HMAC DETAILS EDGE TAPERED*
WALLRETAINING375 - 379 LAYOUT WALLRETAINING
STANDARDS WALLRETAINING380 - 381 WALL RETAINING EARTH STABILIZEDMECHANICALLY
382 FOUNDATIONS RAILING TRAFFIC WALLRETAINING
383 WALL RETAINING EARTHTEMPORARY
384 WALLS RETAINING AT MEASUREMENTEARTHWORK
385 DATA DESIGN WALL RETAINING EARTH STABILIZEDMECHANICALLY
DRAINAGE386 MAP AREA DRAINAGEOVERALL
387 - 391 MAP AREADRAINAGE
392 - 393 COMPUTATIONSRUNOFF
394 - 399 COMPUTATIONSINLET
400 - 404 COMPUTATIONS SEWERSTORM
405 - 407 PROFILELATERALS
408 - 414 PROFILE & PLAN OUTFALLGENEVA
415 - 416 DETAILS BOXJUNCTION
417 (MSD) DETAILS SEWER MISCELLANEOUS**
STANDARDSDRAINAGE418 - 419 (E&BD) DIAGRAMS BACKFILL AND EXCAVATION**
420 DETAILS CONSTRUCTION SEWER STORM***
421 DETAILS MANHOLE SEWER STORM CONCRETE PRECAST***
422 CULVERTS BOX SKEW 0 FOR WINGS FLARES WITH WINGWALLS CONCRETE*
(FW-0)
423 (BCS) TREATMENTS END AND WINGS SUPPLEMENT CULVERT BOX*
424 (PJB) BOX JUNCTION PRECAST*
425 (PDD) BOX JUNCTION AND BASE PRECAST FOR DATA DESIGN*
426 (SCP-6) SPAN 6'-0" PRECAST CULVERTS BOX SINGLE*
427 (SCP-7) SPAN 7'-0" PRECAST CULVERTS BOX SINGLE*
428 (HIL-A) A TYPE INLET**
429 INLET "E" TYPE****
430 (HIL-AZ) AZ TYPE INLET**
431 (HIL-AZR) AZR TYPE INLET**
432 (HIL-C) EXTENSION) WITHOUT OR (WITH C1 TYPE INLET CURB**
433 DETAIL INLET OPENING CURB 1 MODC1
434 EXTENSION) WITHOUT OR (WITH (MOD) C1 TYPE INLET CURB**
3
01/2017 CN3 SHEET ADDED
12:4
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PM
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RA
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D_IN
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OF
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TS.d
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NO. REVISIONS DATE NAME
DATE:
CK'D BY:
SHT NO:
SCALE:
APPROVED BY:
DRAWN BY: JOB NO:
FILE NAME:
FILE NO:
PROJECT TITLE:
SHEET DESCRIPTION:
RAYFORD ROAD
PRECINCT 3
MONTGOMERY COUNTY
SUMMARY OF TCP
QUANTITIES
(SHEET 1 OF 4)
AS SHOWN
DEC 2016
0455.008.001
17
***
***
*** BARRIER MOVED FROM TEMPORARY LOCATION
* BARRIER MOVED FROM A PREVIOUS PHASE/STEP
*
*
*
*
SUMMARY OF TRAFFIC CONTROL PLAN QUANTITIES
SHEET NO. STATION TO STATION
0360 6044 0400 6008 0464 6005 0479 6002 0502 6001 0508 6001 0512 6001 0545 6001 0512 6009 0512 6010 0512 6025 0545 6003
TRK)(12")
REINF)(FAST
CONC PVMT (CONT
ASPH PAVING
CUT & RESTORE
III)(24 IN)
RC PIPE (CL
INLETS
ADJUSTING
HANDLING
TRAFFIC
SIGNS AND
BARRICADES,
DETOURS
CONSTRUCTING
SLOPE)(TY 1)
INST)(SGL
PORT CTB (FUR &
CCA (INSTALL)
PROF)(TY 1)
INST)(LOW
PORT CTB (FUR &
PROF)(TY 2)
INST)(LOW
PORT CTB (FUR &
SLP)(TY 1)
(MOVE)(SGL
PORT CTB
RESET)
ATTEN (MOVE &
CRASH CUSH
SY SY LF EA MO SY LF EA LF LF LF EA
PHASE 1
STEP 1
SHEET 1 OF 14 BEG TO STA 97+00 355 30
SHEET 2 OF 14 STA 97+00 TO STA 107+00
SHEET 3 OF 14 STA 107+00 TO STA 127+00 400 861
SHEET 4 OF 14 STA 127+00 TO STA 147+00 146 284
SHEET 5 OF 14 STA 147+00 TO STA 167+00 160
SHEET 6 OF 14 STA 167+00 TO STA 187+00 243
SHEET 7 OF 14 STA 187+00 TO STA 207+00 304
SHEET 8 OF 14 STA 207+00 TO STA 227+00 1 2031
SHEET 9 OF 14 STA 227+00 TO STA 247+00 506 28 244
SHEET 10 OF 14 STA 247+00 TO END
SHEET 11 OF 14 STA 02+77.80 TO STA 23+10.80 1832
SHEET 12 OF 14 STA 23+10.80 TO STA 42+69.21 1754
SHEET 13 OF 14 STA 42+69.21 TO END 1341
SHEET 14 OF 14 STA 10+00 TO STA 25+86.32
STEP 2
SHEET 1 OF 9 BEG TO STA 97+00
SHEET 2 OF 9 STA 97+00 TO STA 107+00
SHEET 3 OF 9 STA 107+00 TO STA 127+00
SHEET 4 OF 9 STA 127+00 TO STA 147+00
SHEET 5 OF 9 STA 147+00 TO STA 167+00 148
SHEET 6 OF 9 STA 167+00 TO STA 187+00 77 135
SHEET 7 OF 9 STA 187+00 TO STA 207+00 334
SHEET 8 OF 9 STA 207+00 TO STA 227+00 166
SHEET 9 OF 9 STA 227+00 TO STA 247+00
STEP 3SHEET 1 OF 2 STA 157+00 TO STA 177+00 49
SHEET 2 OF 2 STA 217+00 TO STA 227+00
STEP 4 SHEET 1 OF 1 STA 217+00 TO STA 227+00 49
SUBTOTAL 1674 5101 400 1 0 4303 0 0 0 0 0 0
PHASE 2
STEP 1
SHEET 1 OF 10 BEG TO STA 97+00
SHEET 2 OF 10 STA 97+00 TO STA 107+00
SHEET 3 OF 10 STA 107+00 TO STA 127+00 1020 150
SHEET 4 OF 10 STA 127+00 TO STA 147+00 40 140
SHEET 5 OF 10 STA 147+00 TO STA 167+00 273
SHEET 6 OF 10 STA 167+00 TO STA 187+00 141 60
SHEET 7 OF 10 STA 187+00 TO STA 207+00 295 120
SHEET 8 OF 10 STA 207+00 TO STA 227+00 2080
SHEET 9 OF 10 STA 227+00 TO STA 247+00 25 1640 60
SHEET 10 OF 10 STA 247+00 TO END 340 100
STEP 2
SHEET 1 OF 8 BEG TO STA 97+00 147 390 1
SHEET 2 OF 8 STA 97+00 TO STA 107+00 254 1
SHEET 3 OF 8 STA 127+00 TO STA 147+00 312
SHEET 4 OF 8 STA 147+00 TO STA 167+00
SHEET 5 OF 8 STA 167+00 TO STA 187+00
SHEET 6 OF 8 STA 187+00 TO STA 207+00
SHEET 7 OF 8 STA 207+00 TO STA 227+00 1380 20
SHEET 8 OF 8 STA 227+00 TO STA 247+00 125 260
STEP 3 SHEET 1 OF 1 STA 127+00 TO STA 147+00 66
SUBTOTAL 1466 65 0 0 0 287 1590 1 5700 180 150 1
PHASE 3STEP 1
SHEET 1 OF 10 BEG TO STA 97+00 750 1
SHEET 2 OF 10 STA 97+00 TO STA 107+00 990
SHEET 3 OF 10 STA 107+00 TO STA 127+00 1830 1 1
SHEET 4 OF 10 STA 127+00 TO STA 147+00
SHEET 5 OF 10 STA 147+00 TO STA 167+00
SHEET 6 OF 10 STA 167+00 TO STA 187+00
SHEET 7 OF 10 STA 187+00 TO STA 207+00
SHEET 8 OF 10 STA 207+00 TO STA 227+00
SHEET 9 OF 10 STA 227+00 TO STA 247+00
SHEET 10 OF 10 STA 247+00 TO END
STEP 2 SHEET 1 OF 1 STA 207+00 TO STA 227+00
SUBTOTAL 0 0 0 0 0 0 1830 1 0 0 1740 2
PHASE 4
STEP 1
SHEET 1 OF 6 BEG TO STA 97+00 390 1
SHEET 2 OF 6 STA 97+00 TO STA 107+00 990
SHEET 3 OF 6 STA 107+00 TO STA 127+00 440 1800 1
SHEET 4 OF 6 STA 187+00 TO STA 207+00
SHEET 5 OF 6 STA 207+00 TO STA 227+00
SHEET 6 OF 6 STA 227+00 TO STA 247+00
STEP 2
SHEET 1 OF 3 BEG TO STA 97+00
SHEET 2 OF 3 STA 97+00 TO STA 107+00
SHEET 3 OF 3 STA 107+00 TO STA 127+00 260
STEP 3SHEET 1 OF 2 STA 97+00 TO STA 107+00
SHEET 2 OF 2 STA 107+00 TO STA 127+00
SUBTOTAL 0 0 0 0 0 440 0 0 0 0 3440 2
PHASE 5 STEP 1
SHEET 1 OF 3 BEG TO STA 97+00
SHEET 2 OF 3 STA 97+00 TO STA 107+00
SHEET 3 OF 3 STA 107+00 TO STA 127+00
SUBTOTAL 0 0 0 0 0 0 0 0 0 0 0 0
GRAND TOTAL 3140 5166 400 1 26 5030 3420 2 5700 180 5330 5
01/2017 CN3 UPDATED QUANTITY
3
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01.d
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NO. REVISIONS DATE NAME
DATE:
CK'D BY:
SHT NO:
SCALE:
APPROVED BY:
DRAWN BY: JOB NO:
FILE NAME:
FILE NO:
PROJECT TITLE:
SHEET DESCRIPTION:
RAYFORD ROAD
PRECINCT 3
MONTGOMERY COUNTY
*** BARRIER MOVED FROM TEMPORARY LOCATION
** BARRIED MOVED FROM A PREVIOUS PHASE & TEMPORARY LOCATION
* BARRIER MOVED FROM A PREVIOUS PHASE/STEP
SUMMARY OF TRAFFIC CONTROL PLAN QUANTITIES
SHEET NO. STATION TO STATION
PHASE 1
STEP 1
SHEET 1 OF 14 BEG TO STA 97+00
SHEET 2 OF 14 STA 97+00 TO STA 107+00
SHEET 3 OF 14 STA 107+00 TO STA 127+00
SHEET 4 OF 14 STA 127+00 TO STA 147+00
SHEET 5 OF 14 STA 147+00 TO STA 167+00
SHEET 6 OF 14 STA 167+00 TO STA 187+00
SHEET 7 OF 14 STA 187+00 TO STA 207+00
SHEET 8 OF 14 STA 207+00 TO STA 227+00
SHEET 9 OF 14 STA 227+00 TO STA 247+00
SHEET 10 OF 14 STA 247+00 TO END
SHEET 11 OF 14 STA 02+77.80 TO STA 23+10.80
SHEET 12 OF 14 STA 23+10.80 TO STA 42+69.21
SHEET 13 OF 14 STA 42+69.21 TO END
SHEET 14 OF 14 STA 10+00 TO STA 25+86.32
STEP 2
SHEET 1 OF 9 BEG TO STA 97+00
SHEET 2 OF 9 STA 97+00 TO STA 107+00
SHEET 3 OF 9 STA 107+00 TO STA 127+00
SHEET 4 OF 9 STA 127+00 TO STA 147+00
SHEET 5 OF 9 STA 147+00 TO STA 167+00
SHEET 6 OF 9 STA 167+00 TO STA 187+00
SHEET 7 OF 9 STA 187+00 TO STA 207+00
SHEET 8 OF 9 STA 207+00 TO STA 227+00
SHEET 9 OF 9 STA 227+00 TO STA 247+00
STEP 3SHEET 1 OF 2 STA 157+00 TO STA 177+00
SHEET 2 OF 2 STA 217+00 TO STA 227+00
STEP 4 SHEET 1 OF 1 STA 217+00 TO STA 227+00
SUBTOTAL
PHASE 2
STEP 1
SHEET 1 OF 10 BEG TO STA 97+00
SHEET 2 OF 10 STA 97+00 TO STA 107+00
SHEET 3 OF 10 STA 107+00 TO STA 127+00
SHEET 4 OF 10 STA 127+00 TO STA 147+00
SHEET 5 OF 10 STA 147+00 TO STA 167+00
SHEET 6 OF 10 STA 167+00 TO STA 187+00
SHEET 7 OF 10 STA 187+00 TO STA 207+00
SHEET 8 OF 10 STA 207+00 TO STA 227+00
SHEET 9 OF 10 STA 227+00 TO STA 247+00
SHEET 10 OF 10 STA 247+00 TO END
STEP 2
SHEET 1 OF 8 BEG TO STA 97+00
SHEET 2 OF 8 STA 97+00 TO STA 107+00
SHEET 3 OF 8 STA 127+00 TO STA 147+00
SHEET 4 OF 8 STA 147+00 TO STA 167+00
SHEET 5 OF 8 STA 167+00 TO STA 187+00
SHEET 6 OF 8 STA 187+00 TO STA 207+00
SHEET 7 OF 8 STA 207+00 TO STA 227+00
SHEET 8 OF 8 STA 227+00 TO STA 247+00
STEP 3 SHEET 1 OF 1 STA 127+00 TO STA 147+00
SUBTOTAL
PHASE 3STEP 1
SHEET 1 OF 10 BEG TO STA 97+00
SHEET 2 OF 10 STA 97+00 TO STA 107+00
SHEET 3 OF 10 STA 107+00 TO STA 127+00
SHEET 4 OF 10 STA 127+00 TO STA 147+00
SHEET 5 OF 10 STA 147+00 TO STA 167+00
SHEET 6 OF 10 STA 167+00 TO STA 187+00
SHEET 7 OF 10 STA 187+00 TO STA 207+00
SHEET 8 OF 10 STA 207+00 TO STA 227+00
SHEET 9 OF 10 STA 227+00 TO STA 247+00
SHEET 10 OF 10 STA 247+00 TO END
STEP 2 SHEET 1 OF 1 STA 207+00 TO STA 227+00
SUBTOTAL
PHASE 4
STEP 1
SHEET 1 OF 6 BEG TO STA 97+00
SHEET 2 OF 6 STA 97+00 TO STA 107+00
SHEET 3 OF 6 STA 107+00 TO STA 127+00
SHEET 4 OF 6 STA 187+00 TO STA 207+00
SHEET 5 OF 6 STA 207+00 TO STA 227+00
SHEET 6 OF 6 STA 227+00 TO STA 247+00
STEP 2
SHEET 1 OF 3 BEG TO STA 97+00
SHEET 2 OF 3 STA 97+00 TO STA 107+00
SHEET 3 OF 3 STA 107+00 TO STA 127+00
STEP 3SHEET 1 OF 2 STA 97+00 TO STA 107+00
SHEET 2 OF 2 STA 107+00 TO STA 127+00
SUBTOTAL
PHASE 5 STEP 1
SHEET 1 OF 3 BEG TO STA 97+00
SHEET 2 OF 3 STA 97+00 TO STA 107+00
SHEET 3 OF 3 STA 107+00 TO STA 127+00
SUBTOTAL
GRAND TOTAL
0403 6001 0423 6003
SHORING
TEMPORARY SPL
(TEMP WALL)
RETAINING WALL
SF SF
0 0
1626
2874
200 2233
639
839 6733
2263
2874
195 2233
195 7370
5
5 0
0 0
1040 14104
SUMMARY OF TCP
QUANTITIES
(SHEET 4A OF 4A)
AS SHOWN
DEC 2016
0455.008.001
20A
3 01/2017 CNADDED SHEET
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Addendu
m3.d
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NO. REVISIONS DATE NAME
DATE:
CK'D BY:
SHT NO:
SCALE:
APPROVED BY:
DRAWN BY: JOB NO:
FILE NAME:
FILE NO:
PROJECT TITLE:
SHEET DESCRIPTION:
RAYFORD ROAD
PRECINCT 3
MONTGOMERY COUNTY
12:3
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N_
TY
P_
_P
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P_
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NO. REVISIONS DATE NAME
DATE:
CK'D BY:
SHT NO:
SCALE:
APPROVED BY:
DRAWN BY: JOB NO:
FILE NAME:
FILE NO:
PROJECT TITLE:
SHEET DESCRIPTION:
RAYFORD ROAD
LEGEND
A
B
C
D
E
F
G
H
I
A
B
C
D
E
F
G
H
I
J 4" TOPSOIL
SEEDING
6" MONO CONC CURB
8" CONC PVMT
CONC CURB MEDIAN
CONC CURB & GUTTER
6" LTS
8" D-GR HMA TY-B
4" D-GR HMA TY-B
2" D-GR HMA TY-D
PRECINCT 3
MONTGOMERY COUNTY
LICENS
ED
PR
OF
ESS
O ALN
G
NE
ER
E
ST
ATE OF TEXA
S
N
103678
CUONG NGUYEN
2.0% 2.0%
LANE
11'
LANE
11'
LANE
12'
MED
4'
LANE
12'
LANE
11'
LANE
11'
SHD
4'
SHD
4'
PROPOSED TYPICAL SECTION
80' ROADWAY (F-F)
EXI
STI
NG
R.
O.
W.
LANE
11'
LANE
11'
LANE
12'
2.0% 2.0%
*
***
84' ROADWAY (F-F)
PROPOSED TYPICAL SECTION
MEDIAN
14'
LANE
12'
LANE
11'
LANE
11'
OFFSET
1'
(TYP)
[ RAYFORD RD
EXI
ST
R.
O.
W.
PR
OP
R.
O.
W.
EXI
ST
R.
O.
W.
EXI
STI
NG
R.
O.
W.
[ RAYFORD RD
GUTT
1'
OFF
(TYP)
R.O.W. VARIES
VARIES
***
VARIES
VARIES
VARIES
VARIES
4:1
** VARIES 12' TO 24'(ADDED TURN LANE)* VARIES 14' TO 2'
STA 111+61.77 TO STA 117+12.19
(SEE BRIDGE SHEETS FOR STA 100+02.19 TO STA 107+00.19)*** VARIES 80' TO 84'
* VARIES 4' TO 14'STA 107+00.19 TO STA 111+61.77STA 93+18.16 TO STA 100+02.19
PGL
D
G
H
J K
KJ
PGL
PROP EMBANKMENT
SSTR
PROP
G
D
J K
ACCESS ROAD
FOR ACCESS ROAD TYPICAL SECTIONS.
& "TYPICAL SECTIONS SHEET 6 OF 7"
SEE SHEETS "TYPICAL SECTIONS SHEET 5 0F 7"
ACCESS RD
FOR ACCESS ROAD TYPICAL SECTIONS.
& "TYPICAL SECTIONS SHEET 6 OF 7"
SEE SHEETS "TYPICAL SECTIONS SHEET 5 0F 7"
TYPICAL SECTIONS
(SHEET 3 OF 7)
AS SHOWN
DEC 2016
0455.008.001
27
END STA 111+60.30
BEGIN STA 95+27.86
PROP MSE RETAINING WALL
END STA 111+61.77
BEGIN STA 93+18.16
PROP MSE RETAINING WALL
DETAIL "A"
2.0% 2.0%
PGL
(TYP)
OFF
MEDIAN DETAIL
DETAIL "A"
1'
LIMITS OF MEDIAN
VARIES
3 01/2017 CN
3
3
MODIFIED TYPICAL SECTION/ADDED MEDIAN DETAIL
1/13/17
12:3
7:3
0
PM
1/13/2
017
J:\
04
55.0
08.0
01\
07.0
0
CA
DD\
Rayford
Road\
02-I General\
RA
YF
OR
D_
GE
N_
TY
P_
_P
RO
P_
03.d
gn
NO. REVISIONS DATE NAME
DATE:
CK'D BY:
SHT NO:
SCALE:
APPROVED BY:
DRAWN BY: JOB NO:
FILE NAME:
FILE NO:
PROJECT TITLE:
SHEET DESCRIPTION:
RAYFORD ROAD
LEGEND
A
B
C
D
E
F
G
H
I
A
B
C
D
E
F
G
H
I
J 4" TOPSOIL
SEEDING
6" MONO CONC CURB
8" CONC PVMT
CONC CURB MEDIAN
CONC CURB & GUTTER
6" LTS
8" D-GR HMA TY-B
4" D-GR HMA TY-B
2" D-GR HMA TY-D
PRECINCT 3
MONTGOMERY COUNTY
LICENS
ED
PR
OF
ESS
O ALN
G
NE
ER
E
ST
ATE OF TEXA
S
N
103678
CUONG NGUYEN
[ RAYFORD RD
EXI
STI
NG
R.
O.
W.
EXI
STI
NG
R.
O.
W.
VARIES VARIES
LANE
11'
LANE
11'
EXI
STI
NG
R.
O.
W.
EXI
STI
NG
R.
O.
W.
VARIES VARIES
LANE
11'
MEDIAN
12'
LANE
11'
LANE
11'
LANE
11'
LANE
11'
LANE
11'
98' (USUAL) R.O.W.
***
MED
*
84' ROADWAY (F-F)
LANE
12'
**
R.O.W. VARIES
PROPOSED TYPICAL SECTION
*
PROPOSED TYPICAL SECTION
80' ROADWAY (F-F)
[ RAYFORD RD
VARIES
9'
9'
VARIES
DETAIL "A"
DETAIL "A"**
GUTT
1'
OFF
(TYP)
**
WIDENING
VAR
82' TO 78'
GUTT
1'
OFF
(TYP)
**
WIDENING
VAR*
78'
VARIES VARIES
WIDENING
VAR
WIDENING
VAR
*** VARIES 84' TO 80'** VARIES 13' TO 14.5'
* VARIES 2' TO 12'STA 117+12.19 TO STA 122+63.38
2'
12'
LANE
12'
LANE
11'
LANE
11'
(SEE BRIDGE SHEETS FOR STA 186+58.13 TO STA 187+83.12)*** VARIES 11' TO 17.5'** VARIES 11' TO 14.5
* VARIES 1' TO 12' STA 229+46.52 TO END PROJECT
STA 187+83.12 TO STA 209+78.91STA 122+63.38 TO STA 186+58.13
EB PGLWB PGL
E
A
B
EXIST 1•"-2" D-GR HMA TY-D
EXIST 12" FLEX BASE
EXIST 6" LTS
DETAIL "A"
1'
PVMTEXIST HMACSAW CUT
1'
X'
X' B
C
EA
EXIST 1•"-2" D-GR HMA TY-D
EXIST 12" FLEX BASE
EXIST 6" LTS
WB PGL A EB PGL
E
C
B
VARIES VARIES
8"
LIMITS OF PAY
LIMITS OF PAY
C
B
C
TYPICAL SECTIONS
(SHEET 4 OF 7)
AS SHOWN
DEC 2016
0455.008.001
28
II JII J
JIJI
DETAIL "B"
MEDIAN DETAIL
DETAIL "B"
LIMITS OF MEDIAN
VARIES
3 01/2017 CNMODIFIED TYPICAL SECTION/ADDED MEDIAN DETAIL
3
3
1/13/17
12:3
7:3
2
PM
1/13/2
017
J:\
04
55.0
08.0
01\
07.0
0
CA
DD\
Rayford
Road\
02-I General\
RA
YF
OR
D_
GE
N_
TY
P_
_P
RO
P_
04.d
gn
NO. REVISIONS DATE NAME
DATE:
CK'D BY:
SHT NO:
SCALE:
APPROVED BY:
DRAWN BY: JOB NO:
FILE NAME:
FILE NO:
PROJECT TITLE:
SHEET DESCRIPTION:
RAYFORD ROAD
LEGEND
A
B
C
D
E
F
G
H
I
A
B
C
D
E
F
G
H
I
J 4" TOPSOIL
SEEDING
6" MONO CONC CURB
8" CONC PVMT
CONC CURB MEDIAN
CONC CURB & GUTTER
6" LTS
8" D-GR HMA TY-B
4" D-GR HMA TY-B
2" D-GR HMA TY-D
PRECINCT 3
MONTGOMERY COUNTY
LICENS
ED
PR
OF
ESS
O ALN
G
NE
ER
E
ST
ATE OF TEXA
S
N
103678
CUONG NGUYEN
PROPOSED TYPICAL SECTION
PR
OP
R.
O.
W.
EXI
ST
R.
O.
W.
LANE
16'
LANE
16'
32' F-F
11.8'-13'
VARIES
VARIES
VARIES
(TYP)
OFFSET
2'
[ RAYFORD ACCESS
STA 11+41.64 TO STA 22+76.44 DETAILS)
(SEE PAVEMENT MARKINGS SHEETS FOR
BEGIN TO STA 11+41.64
EXI
STI
NG
R.
O.
W.
EXI
STI
NG
R.
O.
W.
LANE
11'
MEDIAN
12'
LANE
11'
LANE
11'
LANE
11'
LANE
11'
LANE
11'
98' (USUAL) R.O.W.
*
80' ROADWAY (F-F)**
PR
OP
R.
O.
W.
***
2.0% 2.0%
PROPOSED TYPICAL SECTION
[ RAYFORD RD
9'
9'
VARIES 2'-120'
DETAIL "A"
GUTT
1'
OFF
(TYP)
70' TO 92'
*** STA 209+78.91 TO STA 218+19 ** VARIES 72' T0 94'
*VARIES 12' TO 4'STA 209+78.91 TO STA 229+46.52
D
G
H
PGL
DETAIL "A"
C
B
A
E
EB PGLWB PGLVARIES VARIES
TYPICAL SECTIONS
(SHEET 5 OF 7)
AS SHOWN
DEC 2016
0455.008.001
29
II JII J
1'
EA
B
C
4"
II JII J
3 01/2017 CNMODIFIED TYPICAL SECTION
3
1/13/17
NOTES
LEGEND
PROPOSED DRAINAGE CONSTRUCTION
EXCAVATION AND BACKFILL DETAILS.
6.REFER TO TXDOT STANDARD E&BD FOR
ADDITIONAL INFORMATION.
STEP 1 SHEETS 4,11,12, AND 13 OF 14 FOR
5.REFER TO TRAFFIC CONTROL PLAN PHASE I
DAY.
ROADWAY CONDITION BY THE END OF EACH
4.CONTRACTOR SHALL RESTORE EXISTING
DAYTIME OPERATION ONLY.
3.WORK ZONE SECTION 6 APPLIES TO
PHASES OF CONSTRUCTION.
ADEQUATE DRAINAGE DURING ALL
2.CONTRACTOR SHALL MAINTAIN
CONSTRUCTION.
GENEVA DR. FOR RECOMMENDED LIMITS OF
1.SEE WORK ZONE SECTION SHEET 1 FOR
TRAFFIC CONTROL PLAN
TYPICAL SECTIONS
GENEVA DR
AS SHOWN
DEC 2016
0455.008.001
85
3 01/2017 CNADDED CUT & RESTORE PAVEMENT LIMITS
3
12:5
6:2
0
PM
1/13/2
017
J:\
04
55.0
08.0
01\
07.0
0
CA
DD\
Rayford
Road\
03-II Traffic
Control Pla
n\
Typic
al Sectio
ns\
RA
YF
OR
D_
TC
P_
TY
P_
_P
1_
01 -
GE
N.d
gn
NO. REVISIONS DATE NAME
DATE:
CK'D BY:
SHT NO:
SCALE:
APPROVED BY:
DRAWN BY: JOB NO:
FILE NAME:
FILE NO:
PROJECT TITLE:
SHEET DESCRIPTION:
RAYFORD ROAD
PRECINCT 3
MONTGOMERY COUNTY
LICENS
ED
PR
OF
ESS
O ALN
G
NE
ER
E
ST
ATE OF TEXA
S
N
103678
CUONG NGUYEN
EXI
STI
NG
R.
O.
W.
EXI
STI
NG
R.
O.
W.
60' (USUAL) R.O.W.
[ GENEVA DR
4'
30'
30'
60'
REMOV DBL (Y)(4")(SLD)
WK ZN PAV MRK
REMOV (W)(4")(SLD)
WK ZN PAV MRK
LPCB TY1
VAR
*
LIMIT OF CONSTRUCTION AREA
BOX CULVERTPROPOSED DRAINAGE
VARIES
VARIES
PROPOSED TYPICAL SECTION PHASE 1
1'
8'
12'
LANE
10'
1'
TRENCH EXCAVATION PROTECTION
TRENCH EXCAVATION PROTECTION
**
** LIMITS OF CUT AND RESTORE PAVEMENT* REFER TO TXDOT STD TCP (1-2)-12 FOR ONE-LANE TWO-WAY TRAFFIC CONTROL
STA 2+77.80 TO END
1/13/17
3’-3"
3’-2"
3’-2"
3’-2"
(TYP)
6"
BRI
DG
E
LA
YO
UT
"H"
~
SE
E
TU
RN
S
TO
P
AN
D
BO
TT
OM
ON
E
FL
AT
AN
D
A
HA
LF
2’-6"
PI
TC
H
3"
3’-6"
3’-6"
A
S2
T
T
SECTION B-B
NTS
1’-6"1’-6"
[ GIRDER
FLOAT FINISH
LEVEL WITH WOOD
TOP OF CAP
OUTSIDE GIRDERS ONLY
X 1’-8" (SMOOTH) AT
DOWEL D ~ 1�" DIA
8"
AT [
BR
G
1�
"
MI
N
BEARING SEAT DETAIL
PLACING BEARING PAD.)
FREE OF ALL LOOSE MATERIAL BEFORE
(BEARING SURFACE MUST BE CLEAN AND
B
4’-6"
A
S1
T
T
SECTION A-A
NTS
B
1’-4"
BARS U2BARS S2 BARS Z2
(TYP)
6"
BRI
DG
E
LA
YO
UT
"H"
~
SE
E
TU
RN
S
TO
P
AN
D
BO
TT
OM
ON
E
FL
AT
AN
D
A
HA
LF
PI
TC
H
3"
3’-9"
4’-2"
3’-0"
BARS U1BARS S1 BARS Z1
(TYP)
2" CLR
(TYP)
2" CLR
NOTES
TO THE OUTSIDE OF BAR.
4. ALL REINFORCING STEEL IS DIMENSIONED
60.
3.ALL REINFORCING STEEL SHALL BE GRADE
2.CONCRETE STRENGTH F’c = 4,000 PSI.
2013 INTERIM REVISIONS; AND 2012 ERRATA.
U.S. UNITS (6TH EDITION) WITH 2012 AND
BRIDGE DESIGN SPECIFICATIONS, CUSTOMARY
1.DESIGN ACCORDING TO 2013 AASHTO LRFD 4’-3"
3’-11"
3’-11"
* FOR CONTRACTOR INFORMATION ONLY
T1
2’-3"
BAR S SPA)
SS (MATCH
3’-10"
1’-11"
BARS SS
UPRR CROSSING
BENT DETAILS
JT
JMG
NTS
DEC 2016 MQ
0455.008.001
449
4-6BENT
QUANTITIES ESTIMATED OF TABLE*
BAR NO SIZE LENGTH WEIGHT
A 6 #11 1" -83’ 2,649
B 6 #11 1" -81’ 2,585
S 88 #5 8" -13’ 1,254
T 10 #5 9" -80’ 842
U 4 #5 8" -9’ 40
V 80 #9 3" -28’ 7,684
Z 8 #4 5" -840’ 4,491
STEELREINFORCING LBS 19,545
(BENT) CONCRETE "C"CLASS CY 91.0
3 & 2BENT
QUANTITIES ESTIMATED OF TABLE*
BAR NO SIZE LENGTH WEIGHT
A 6 #11 1" -83’ 2,649
B 6 #11 1" -81’ 2,585
S 116 #5 2" -17’ 2,077
SS 116 #5 7" -9’ 1,159
T 10 #5 9" -80’ 842
T1 5 #6 1" -83’ 624
U 4 #5 5" -11’ 48
V 112 #9 11" -27’ 10,631
Z 8 #4 0" -809’ 4,323
STEELREINFORCING LBS 24,938
(BENT) CONCRETE "C"CLASS CY 139.1
01/2017 JG3 ADJUSTED STEEL QUANTITY
3
3
10:2
7:1
1 A
M1/13/2
017
J:\
04
55.0
08.0
01\
07.0
0
CA
DD\
Rayford
Road\
08-
VII Brid
ges\
1.
UP
RR
Track
Crossin
g\
RA
YF
OR
D_
BR
G_
BD
_01.d
gn
NO. REVISIONS DATE NAME
DATE:
CK’D BY:
SHT NO:
SCALE:
APPROVED BY:
DRAWN BY: JOB NO:
FILE NAME:
FILE NO:
PROJECT TITLE:
SHEET DESCRIPTION:
RAYFORD ROAD
PRECINCT 3
MONTGOMERY COUNTY
LICENS
ED
PR
OF
ESS
O ALN
G
NE
ER
E
ST
ATE OF TEXA
S
N
116876
JONATHAN M. GRIFFIN
1/13/17