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HomeMy WebLinkAboutPaving plan6' WIDE CONCRETE SIDEWALK TIE TO EXISTING CURB w/#4 DOWELS AT 18" O.C.E.W. (PER B/CS STANDARD SW1-02) LU TH ER ST. WEST 6' SIDEWALK TIE PROPOSED CURB TO EXISTING CURB w/#4 DOWELS @ 18" O.C.E.W. I 15 !� 00 00 4' WIDE CONCRETE SIDEWALK I 04rl I NOW OR FORMERLY 14 JERRY C. NOVOSAD AND WIFE, SANDRA NOVOSAD in LOT 1, BLOCK 1 d' I NOVOSAD ADDITION (VOLUME 7597, PAGE 279) Z I MH 13 I a J U00 z rr� �zr Lu wNU><( iiMO'n o<Lm=N V- Cn O oF­t�W �Q00� O �LaJ J Z O 0 0 U EXISTING PRIVACY WOOD FENCE ii (COMMERCIAL DRIVEWAY PER I B/CS STANDARD ST2-03 ABUT TO EXISTING PAVEMENT WITH THICKENED EDGE THICKENED EDGE It ;- =1 E i i i 15.00' (TYP) E I Y J Q 15.00' ( E 's (TYP) .y( p i I I 4' WIDE CONCRETE SIDEWALK Y 3: E CONCRETE CURB, TYPE E 1AOR1B- `r MONOLITHIC (TYPICAL) 15.00' I 15.00' (TYP) _ {� (TYP) WI 6_THICK CONCRETE PAVEMENT w/6" LIME SUBGRADE e EG 9" THICK CONCRETE I PAVEMENT (DUMPSTER) I w/6 LIME SUBGRADE E I Q 15.00' u, (TYP) ( o w " I ;t 4WIDE CONCRETE SIDEWALK I I I E CONCRETE CURB, TYPE _ 1A OR 1B- E MONOLITHIC (TYPICAL) I 1 1 P { 15.00' C) (TYP) 15.00' 15.00' i (TYP) (TYP) { �o Y J w 0 7 zi i 6' SIDEWALK Q N 43' 54' S1 " E --221-11 ""25N W - 213.07' a O'' S40'52 NOW OR FORMERLY COMMONWEALTH AUSTIN CH, L.P. LOT 4A, BLOCK 1 MELROSE SUBDIVISION (VOLUME 6702, PAGE 38) O 20 40 SCALE: 1" = 20' TIE PROPOSED C RB TO 6' WIDE CONCRETE SIDEWALK EXISTING CURB w/#4 TIE TO EXISTING CURB w/#4 DOWELS CSD 18" 0. .E.W. DOWELS AT 18" O.C.E.W. (PER B. S STANDARD SW1-02) 1 I O 6" THICK CONCRETE PAVEMENT w/6" LIME EXISTING PRIVACY SUBGRADE WOOD FENCE o I I It 004 M 9" THICK CONCRETE PAVEMENT (DUMPS ER) W W/Oto LIME SUBGRA � o - I E FH { --_ OR { E GAS PIPELINE RISER WI I <o ®WM '3a ®EM 4' WIDE CONCRETE OMH O SIDEWALK I E I Q 15.00' u, (TYP) ( o w " I ;t 4WIDE CONCRETE SIDEWALK I I I E CONCRETE CURB, TYPE _ 1A OR 1B- E MONOLITHIC (TYPICAL) I 1 1 P { 15.00' C) (TYP) 15.00' 15.00' i (TYP) (TYP) { �o Y J w 0 7 zi i 6' SIDEWALK Q N 43' 54' S1 " E --221-11 ""25N W - 213.07' a O'' S40'52 NOW OR FORMERLY COMMONWEALTH AUSTIN CH, L.P. LOT 4A, BLOCK 1 MELROSE SUBDIVISION (VOLUME 6702, PAGE 38) O 20 40 SCALE: 1" = 20' TIE PROPOSED C RB TO 6' WIDE CONCRETE SIDEWALK EXISTING CURB w/#4 TIE TO EXISTING CURB w/#4 DOWELS CSD 18" 0. .E.W. DOWELS AT 18" O.C.E.W. (PER B. S STANDARD SW1-02) 1 I O 6" THICK CONCRETE PAVEMENT w/6" LIME EXISTING PRIVACY SUBGRADE WOOD FENCE o I I It 004 M 9" THICK CONCRETE PAVEMENT (DUMPS ER) W W/Oto LIME SUBGRA E - - LIGHT POLE OR <'r'F` GAS PIPELINE RISER Mwv WATER VALVE ®WM WATER METER ®EM � ®GM OMH O OO MH MANHOLE oc.0. CLEANOUT I&FH d' ®TP TELEPHONE PEDESTAL ❑ Al d' R1,113 JUNCTION BOX - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- I I 505 CHURCH STREET COLLEGE STATION, TX 77841 3. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER d PAVEMENT AREAS ONLY, AS LONG AS THE PI IS LESS THAN 35 AND THE MATERIAL IS FREE FROM TRASH, FAX: (979) 691-8904 LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. I- uj 4. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW H 1 o0 5. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS OF INTERMEDIATE PLASTICITY (7<PI<20) SHALL BE STABILIZED WITH EQUAL RATIOS OF LIME AND 0 00 FLY ASH (APPROXIMATELY 3% EACH BY WEIGHT). 6. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20) Z n o _j ll�F-yLnO w�0>Q CL OQmmN cn O EST PER 5,000 SQ.FT. OF FILL AREA). 0F�(0 DATE DESCRIPTION 9. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS 95% COMPLETE THE GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260 FOR LIME TREATMENT AND TEM N0. 265 FOR FLY ASH. ZLd 10. COMPACTION EST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR ?J,JW J �o 7 REVIEVAwl ONLY TLAND CEMENT A 0 0 1.B. L CONCRE E, UNLESCONCRETE: OTHERWISE SPECIFIED, SHALL BE 5 SACK MIX WITH A MINIMUM COMPRESSIVE 02/11108 STRENGTH OF 3,500 PSI AT 28 DAYS. 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN (10) FEET. 3, THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN. JOINT SPACING 0 SHALL NOT EXCEED 15' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF PAVEMENT UNLESS OTHERWISE PRELIMINARY U 4 SIDEWAL SPECIFICALLY DIMENSIONED ON THIS PLAN_ CONTROL JOINTS SHALL BE CUT BETWEEN 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED w -i a { 15.00' o { (TYP) { 4' WIDE CONCRETE I SIDEWALK I { CONCRETE CURB, TYPE f { 1A OR 1B MONOLITHIC (TYPICAL) I I I 15.00' { i { (TYP) I w 3/8" I.R.F. 6" THICK CONCRETE PAVEMENT w/6" LIME SUBGRADE REFER TO SHEET C3.2 FOR PAVING & MISC. DETAILS SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR <'r'F` GAS PIPELINE RISER Mwv WATER VALVE ®WM WATER METER ®EM ELECTRICAL TRANSFORMER ®GM GAS METER OO MH MANHOLE oc.0. CLEANOUT I&FH FIRE HYDRANT ®TP TELEPHONE PEDESTAL ❑ Al AREA INLET R1,113 JUNCTION BOX - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE PAVEMENT LEGEND CONTROL JOINT CONSTRUCTION JOINT --- E ----- EXPANSION JOINT PAVING NOTES:^ °` Zjj'f Q > � n H 1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITHOUT THE AID OF A GEOTECHNICAL INVESTIGATION AND RECOMMENDATIONS. DUE TO THE PLASTIC SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL <'r'F` MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. lj cr- ETihe 2. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS, .9 -- PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD. THE FOLLOWING SPECIFICATIONS AND 1391 SEAMIST LANE <77845> STANDARDS ARE FOR THE SITE AND PAVEMENT ONLY. POST OFFICE BOX 9253 r V / I�/-�� COLLEGE STATION, TEXAS 77842 A_ SUBGRADE: 1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED. EMAIL: civil@rmengineer.com VEGETATION SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED FROM OFFICE - (979) 690-0329 THE AREAS COVERED BY THE PROPOSED IMPROVEMENTS. FAX - (979) 690-0329 2. PAVING AREAS SHALL BE PROOF -ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE SURVEYOR CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREAS U MAY INCLUDE OVER EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION KERR SURVEYING, LLC WITH LIME OR CEMENT ADMIXTURE, OR USING GEOTEXTILES. 505 CHURCH STREET COLLEGE STATION, TX 77841 3. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER OFF. (979) 268-3195 PAVEMENT AREAS ONLY, AS LONG AS THE PI IS LESS THAN 35 AND THE MATERIAL IS FREE FROM TRASH, FAX: (979) 691-8904 LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. I- uj 4. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW H PLASTICITY (PI<7) SHALL BE STABILIZED WITH TYPE 1 PORTLAND CEMENT (APPROXIMATELY 4% BY WEIGHT). o0 5. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS OF INTERMEDIATE PLASTICITY (7<PI<20) SHALL BE STABILIZED WITH EQUAL RATIOS OF LIME AND FLY ASH (APPROXIMATELY 3% EACH BY WEIGHT). 6. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20) SHALL BE STABILIZED WITH TYPE A HYDRATED LIME (APPROXIMATELY 6% BY WEIGHT). 7. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +3% OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. 8. COMPACTION TESTS, FOR FILL, SHALL BE VERIFIED BY IN-PLACE DENSITY TESTS FOR EACH LIFT (1 EST PER 5,000 SQ.FT. OF FILL AREA). ARK DATE DESCRIPTION 9. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS 95% COMPLETE THE GRADATION REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM NO. 260 FOR LIME TREATMENT AND TEM N0. 265 FOR FLY ASH. 10. COMPACTION EST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN-PLACE DENSITY TEST FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF FILL AREA). REVIEVAwl ONLY TLAND CEMENT A 1.B. L CONCRE E, UNLESCONCRETE: OTHERWISE SPECIFIED, SHALL BE 5 SACK MIX WITH A MINIMUM COMPRESSIVE 02/11108 STRENGTH OF 3,500 PSI AT 28 DAYS. 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN (10) FEET. 3, THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN. JOINT SPACING SHALL NOT EXCEED 15' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF PAVEMENT UNLESS OTHERWISE PRELIMINARY SPECIFICALLY DIMENSIONED ON THIS PLAN_ CONTROL JOINTS SHALL BE CUT BETWEEN 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED REVIEW UNDER THE AUTHORITY EV W UN THROUGH THE MIDDLE OF AREA INLET OR JUNCTION BOXES LOCATED IN THE PAVEMENT. ALL AREA RABON A. P.E. A. METCALF, P.E. INLETS OR JUNCTION BOXES, LOCATED IN PAVEMENT AREAS, SHALL BE INSTALLED WITH ISOLATION JOINTS BETWEEN THE STRUCTURE AND THE PAVEMENT. N0. FEBRUARY 1 2008. IT IS NOT TO BE USED 5. ALL JOINTS SHALL BE SEALED WITH SONOBORN SONOLASTIC SL1, OR APPROVED EQUIVALENT. FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. 6. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS WITH CURB AND PAVEMENT JOINTS. 7. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 50'F AND FALLING OR 951E OR HIGHER. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 401E AND RISING OR LESS THAN 95'F. C. STEEL: 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED^STEECBAR^HAVING -A -MIN-NUM-YIELD STRENGTH OF NOT LESS THAN 40 KSI CONFORMING TO ASTM A615, GRADE 40. 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. 3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30"xBAR DIAMETER OR 12", WHICHEVER IS GREATER. U) 4. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE A.C.I. CODE, LATEST v EDITION. 111E STEEL SHALL HAVE A MINIMUM 12 CLEARANCE WITH THE SOIL W /�� tij x U I- CLIENT INFORMATION FI MANAGEMENT c/o ALI JAFFAR 5727 RICHMOND AVE., APT. 202 DALLAS, TX. 75206 OFF: (979) 314-1333 FAX: (979) 216-1586 FILENAME: 0325PVlA I SCALE: 1"=20' SUBMITTED DATE: FEBRUARY 11, 2008 DRAWN BY: A.J.B. CHECKED BY: 'R.A.M. FIELD BOOK: 9 PAGES: 38-43 RME CONSULTING ENGINEERS CLIENT N0. PROJECT N0. 220 - 0325 CIO SHEET 50F 11 °` Zjj'f Q > � n H Z w 0 lj cr- ^ 11 = F-JJ0 0 (^ F_ r V / I�/-�� ,-, J < Q > ®Li. W W oY0 Q H = U CL_ I -W ~m V1 a .J = Lu `- w 0 I- uj H U o0 CLIENT INFORMATION FI MANAGEMENT c/o ALI JAFFAR 5727 RICHMOND AVE., APT. 202 DALLAS, TX. 75206 OFF: (979) 314-1333 FAX: (979) 216-1586 FILENAME: 0325PVlA I SCALE: 1"=20' SUBMITTED DATE: FEBRUARY 11, 2008 DRAWN BY: A.J.B. CHECKED BY: 'R.A.M. FIELD BOOK: 9 PAGES: 38-43 RME CONSULTING ENGINEERS CLIENT N0. PROJECT N0. 220 - 0325 CIO SHEET 50F 11 6' WIDE CONCRETE SIDEWALK TIE TO EXISTING CURB w/#4 DOWELS AT 18" O.C.E.W. (PER B/CS STANDARD SW1-02) LU TH ER ST. WEST ' 6' SIDEWALK TIE PROPOSED CURB TO EXISTING CURB w/#4 e DOWELS @ 18" O.C.E.W. 15 a0 4' WIDE CONCRETE SIDEWALK �e CV e NOW OR FORMERLY O JERRY C. NOVOSAD AND 14 WIFE, SANDRA NOVOSAD its LOT 1, BLOCK 1 d- e NOVOSAD ADDITION (VOLUME 7597, PAGE 279) Z e MH O e ® MH O e e e 0 00 DO e z M wf jcY.>>a :E n 0- 04 OQmmc� ' Li. Wo h De F-dQwcfl �< X0 e Ow -J::) zZ �O r 0 � d- 0 0 dam. e Z e e EXISTING PRIVACY WOOD FENCE e e COMMERCIAL DRIVEWAY PER B/CS STANDARD ST2-03 ABUT TO EXISTING PAVEMENT WITH THICKENED EDGE THICKENED EDGE 6' SIDEWALK _E N 430 54' 51" E — 2 1.11' E TIE PROPOSED ClJRB 0 EXISTING CURB w/#4 DOWELS @ 18" 0 C.E.W. wl Imo+ to < o vo I 15.00' I (TYP) I E 15.00' I E (TYP) ( W U) d. I I 4' WIDE CONCRETE Y SIDEWALK 3: E c CONCRETE CURB, TYPE E N 1AOR1B— `r MONOLITHIC (TYPICAL) 15.00' 15.00' (TYP) I (TYP) 12 w 00Q Ct E FH o _ ___ E I wl I I < 11 6" THICK CONCRETE "" I PAVEMENT w/6" LIME 4' WIDE CONCRETE SUBGRADE SIDEWALK E I Y--- -- I --- -- Q 15.00' I E W (TYP) I w o 10 N I d 4' WIDE 0 CRETE ; It! Low I 9" THICK CONCRETE PAVEMENT (DUMPSTER) I w/6" LIME SUBGRADE SIDEWALK I � - - Q I - � I � n CONCRETE CURB, TYPE d' 1A OR 1B— — E MONOLITHIC (TYPICAL) wl I �w E — w _E I � I 15.00' (TYP) 1 I I I I E 6" THICK CONCRETE PAVEMENT w/6" LIME SUBGRADE Es 0 N -� PLAN NORTH 0 20 40 SCALE: 1" = 20' 6' WIDE CONCRETE SIDEWALK TIE TO EXISTING CURB w/#4 DOWELS AT 18" O.C.E.W. (PER B/CS STANDARD SW1-02) e e e e EXISTING PRIVACY tx// WOOD FENCE e e e e cV 1 M 9" THICK CONCRETE (— PAVEMENT (DUMPS R) w w/6" LIME SUBGRADE e MH ® ' © r' 15.00' 15.00' I (TYP) (TYP) I E —I < co �a w ® .......--- — W 213.07' ----- S 40. 52' 25 11 NOW OR FORMERLY COMMONWEALTH AUSTIN CH, L.P. LOT 4A, BLOCK 1 MELROSE SUBDIVISION (VOLUME 6702, PAGE 38) ;t d' 5 e to Q i � e e o ' SIDEWALK w e TYP) �° I 4' WIDE CONCRETE SIDEWALK 1 CONCRETE CURB, TYPE ' 1A OR 1B e MONOLITHIC (TYPICAL) I I e 15.00' I e (TYP) I w, e 3/8" I.R.F. 6" THICK CONCRETE PAVEMENT w/6" LIME SUBGRADE a J 0 z00 ro �zTOw Www>d OQmmN LL cn O h 0 Ld(0 �¢o012 L:V, Oz�JwJ :Eo 0 0 REFER TO SHEET C3.2 FOR PAVING & MISC. DETAILS SYMBOL & LINE- LEGEND 0 POWER POLE 0 LIGHT POLE J GUY WIRE ANCHOR ® GAS PIPELINE RISER 00V WATER VALVE ®w+ WATER METER OEM ELECTRICAL TRANSFORMER ®GM GAS METER OO MH MANHOLE oc.D. CLEANOUT c&FH FIRE HYDRANT 0 T TELEPHONE PEDESTAL ❑ AJI AREA INLET 0 B JUNCTION BOX — — — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE PAVEMENT LEGEND CONTROL JOINT CONSTRUCTION JOINT ----- E ----- EXPANSION JOINT PAVING NOTES: Q 1. THE PAVEMENT SYSTEM SHOWN WAS DESIGNED WITHOUT THE AID OF A GEOTECHNICAL INVESTIGATION J AND RECOMMENDATIONS. DUE TO THE PLASTIC SOILS WITHIN THIS AREA SOME MINOR DIFFERENTIAL W00= m � 0 MOVEMENT MAY STILL OCCUR DUE TO SEASONAL SOIL MOISTURE VARIATIONS. 2. THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS, _ nsu%in� �ilneet^s PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD. THE FOLLOWING SPECIFICATIONS AND STANDARDS ARE FOR THE SITE AND PAVEMENT ONLY. 1391 SEAMIST LANE <77845> r ^ � POST OFFICE BOX 9253 A. SUBGRADE: COLLEGE STATION, TEXAS 77842 1. EXISTING TREES, STUMPS, AND LARGE TREE ROOT SYSTEMS, SHALL BE GRUBBED AND REMOVED. EMAIL: civil@rmengineer.com VEGETATION SHALL BE REMOVED AND THE TOP 6" OF TOP SOIL AND SUBGRADE SHALL BE STRIPPED FROM 0WW�Y0 THE AREAS COVERED BY THE PROPOSED IMPROVEMENTS. OFFICE - (979) 690-0329 Q FAX - (979) 690-0329 2. PAVING AREAS SHALL BE PROOF–ROLLED AND, IF REQUIRED AT THE TIME OF CONSTRUCTION, THE QU � CONTRACTOR SHALL STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREAS SURVEYOR MAY INCLUDE OVER EXCAVATION AND BACKFILLING, REPROCESSING TO REMOVE MOISTURE, MODIFICATION WITH KERR SURVEYING, LLC LIME OR CEMENT ADMIXTURE, OR USING GEOTEXTILES. 505 CHURCH STREET F -W COLLEGE STATION, TX 77841 3. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6", MAY BE USED AS A FILL MATERIAL, UNDER PAVEMENT AREAS ONLY, AS LONG AS THE PI IS LESS THAN 35 AND THE MATERIAL IS FREE FROM TRASH, OFF. (979) 268-3195 LUMPS, CLODS, ORGANIC SUBSTANCE & OTHER FOREIGN MATTER. FAX: (979) 691-8904 4. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF GRANULAR SOILS WITH A LOW PLASTICITY (PI<7) SHALL BE STABILIZED WITH TYPE 1 PORTLAND CEMENT (APPROXIMATELY 47. BY WEIGHT). o 5. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYEY SANDS, SANDY CLAYS AND CLAYS OF INTERMEDIATE PLASTICITY (7<PI<20) SHALL BE STABILIZED WITH EQUAL RATIOS OF LIME AND FLY ASH (APPROXIMATELY 3% EACH BY WEIGHT). 6. MATERIAL, USED UNDER PAVEMENT STRUCTURES, CONSISTING OF CLAYS OF HIGH PLASTICITY (PI>20) SHALL BE STABILIZED WITH TYPE A HYDRATED LIME (APPROXIMATELY 6% BY WEIGHT). 7. STABILIZED MATERIAL OR FILL MATERIAL SHALL BE PLACED IN EIGHT INCH MAXIMUM LOOSE LIFTS, WITH EACH LIFT WETTED OR DRIED TO A MOISTURE CONTENT RANGE OF 0% TO +3% OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. [ARK 8. COMPACTION TESTS, FOR FILL, SHALL BE VERIFIED BY IN–PLACE DENSITY TESTS FOR EACH LIFT (1 TEST PER 5,000 SQ.FT. OF FILL AREA). DATE DESCRIPTION 9. STABILIZED MATERIAL SHOULD BE ROTARY TILLED TO PROVIDE A HOMOGENEOUS MIXTURE THAT MEETS THE GRADATION 95% COMPLETE REQUIREMENTS SPECIFIED IN THE TxDOT, (JUNE 1, 2004) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS & BRIDGES, ITEM N0, 260 FOR LIME TREATMENT NOT ��� AND ITEM N0, 265 FOR FLY ASH. 10. COMPACTION TEST, FOR STABILIZED MATERIAL, SHALL BE VERIFIED BY IN–PLACE DENSITY TEST FOR CONSTRUCTION EACH LIFT (1 TEST PER 5,000 SQ.FT. OF FILL AREA). EVIE ONLY B. PORTLAND CEMENT CONCRETE- 1. ALL CONCRETE, UNLESS OTHERWISE SPECIFIED, SHALL BE 5 SACK MIX WITH A MINIMUM COMPRESSIVE ®��� �'®� STRENGTH OF 3,500 PSI AT 28 DAYS. 2. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN TEN (10) FEET. 3. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE JOINT PLANS SHOWN. JOINT SPACING SHALL NOT EXCEED 15' IN ANY DIRECTION TO ANOTHER JOINT OR EDGE OF PAVEMENT UNLESS OTHERWISE PRELIMINARY SPECIFICALLY DIMENSIONED ON THIS PLAN. CONTROL JOINTS SHALL BE CUT BETWEEN 4 AND 18 HOURS AFTER PLACEMENT OF CONCRETE AND MAY BE SUBSTITUTED WITH CONSTRUCTION JOINTS. THIS DOCUMENT IS RELEASED 4. EXPANSION JOINTS SHALL NOT EXCEED A MAXIMUM SPACING OF 60' AND SHOULD NOT BE PLACED FOR THE PURPOSE OF INTERIM THROUGH THE MIDDLE�,OF AREA INLET OR JUNCTION BOXES LOCATED IN THE PAVEMENT. ALL AREA REVIEW UNDER THE AUTHORITY INLETS OR JUNCTION BOXES, LOCATED IN PAVEMENT AREAS, SHALL BE INSTALLED WITH ISOLATION JOINTS OF RABON A. METCALF, P.E. BETWEEN THE STRUCTURE AND THE PAVEMENT. NO. 88583, ON FEBRUARY 11, 5. ALL JOINTS SHALL BE -SEALED WITH SONOBORN SONOLASTIC SLI, OR APPROVED EQUIVALENT. 2008. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING 6. AS FAR AS PRACTICAL, THE CONTRACTOR SHALL ALIGN ALL SIDEWALK JOINTS TWITFF-CURB–AND _ OR PERMIT PURPOSES. PAVEMENT JOINTS. -- 7. CONCRETE SHALL NOT BE PLACED IF THE AIR TEMPERATURE IS 50'F AND FALLING OR 95.F OR HIGHER. CONCRETE MAY BE PLACED IF THE AIR TEMPERATURE IS 407 AND RISING OR LESS THAN 95-F. C. STEEL: 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLED STEEL BAR HAVING A MINIMUM YIELD STRENGTH OF NOT LESS THAN 40 KSI CONFORMING TO ASTM A615, GRADE 40. 2. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS_ 3. ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30"xBAR DIAMETER OR 12", WHICHEVER IS GREATER. 4. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE A.C.I. CODE, LATEST! ^ VJ EDITION. THE STEEL SHALL HAVE A MINIMUM 12" CLEARANCE WITH THE SOIL. v W W X cn Q Z Q Q J WZ W W00= m � 0 CL Wo _QF—< r ^ � N V (� Z 0 W V/ Q o I m > 0WW�Y0 �W Q F— = V QU � �'—J m� < J= F -W w0 e-- 0 o CLIENT INFORMATION FI MANAGEMENT c/o ALI JAFFAR 5727 RICHMOND AVE., APT. 202 DALLAS, TX. 75206 OFF: (979) 314-1333 FAX: (979) 216-1586 FILENAME: 0325PVlA I SCALE: 1"=20' SUBMITTED DATE: FEBRUARY 11, 2008 DRAWN BY: A.J.B. CHECKED BY: R.A.M. FIELD BOOK: 9 PAGES: 38-43 RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO. 220 — 0325 CIO SHEET 50F 11