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326--- EROSION CON7ROL NOTES GRADNG RM H07E&- Tafn1w BENCHMM N07Mco
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6 4. \ \ - - - - - - - - - - - CA 71 1. EROSION CONTROL MEASURES SHOWN SHALL BE CONSIDERED THE VERY NLET PR07ECTION BARRIERS SHALL BE CONSTRUCTED WITH HAY BALES 1. THE LINES AND GRADES ON THIS GRADING PLAN DO NOT IMPLY 1. ELEVAIIONS SHOWN HEREON ARE BASED ON CITY OF COLLEGE STATION
MINIMAL REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE OR SILT FENCING. INLETS LOCATED IN PAVEMENT SHALL BE PROTECTS AUTHORIZA11ON TO PERFORM MY GRADING WORK ON OTHER PROPERTIES, GPS MONUMENT 122 LOCATED ON THE SOUTH SIDE OF THE INTERSECTION
CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURES NTH SAND BAGS, REPLACING THE HAY BALES OR SILT FENCING, ONCE NOR DOES THIS PLAN INDICATE GRADING APPROVAL FOR WORK SHOWN IN OF F.M. 60 (UNIVMSITY DRIVE) AND TARROW STREET WITH A PUBLISHED
91 THE PAVEMENT IS IN PLACE. EROSION CONTROL MEASURES SHALL BE UTILITY EASEMENTS. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN SUCH ELEVATION OF 329.62 FEETCHP (DIVERSION BERMS, DRAINAGE STRUCTURES, SWALE$, ADDITIONAL
KEPT IN PLACE UNTIL UPSTREAM DRAINAGE AREAS ARE FULLYWOODf-ENCE APPROVALS PRIOR TO COMMENCING WORK.
014P FENCING, ETC.) NECESSARY TO KEEP THE EMSTING IMPROVEMENTS AND
ARE ON THE TOP OF ASTABILIZED. Z TEMPORARY BENCHMARK A BEING A CUT SQUDEVELOPMENTSFROMDAMAGEOFMYKIND. DURING ALL PHASES OF - Z ALL ELEVA71ONS ARE TOP -OF -CURB OR 7OP-OF-PAVEMENT. UNLESS RETAINING WALL THE CUT SQUARE IS LOCATED APPRO)aMAlELY 17 FEETDEMOLITIONMDCONSTRUCTION. &
THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SEDIMENT CONTROL OTHERWISE NOTED, TP=TOP-OF-PAVEMENT, FA=FLOW UNE, T/W=TOP SOUTHWEST OF THE PAVEMENT FOR TEXAS AVENUE AND APPROMMATELY I
OF WALL, T/G-TOP OF GROUND MD T/C-TDP OF CURB. FOOT FROM A LEAD PUG IN THE RETAINING WALL MD THE NORTHEASTV) ++ Z THE STE OPERATOR, OR HIS REPRESENTATIVE ESTABLISHED BY A LETTER DEVICES AFTER THE SITE HAS BEEN SEES MD/011 SODDED, AND
CORNER OF THE PROJECT SITE TRACT BEING ELEVATION 326.74cAOFDELEGATION, SHALL MAKE A VISUAL INSPECTION OF ALL SILTATION GROUND COVER HAS TAKEN ROOT. 3. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACIV171ES TO THE
CONTROLS MD NEWLY STABILIZED AREAS ON A DAILY BASS; LINES AND GRADES SHOWN BY THIS PLAN. UNIFORM SMOOTH GRADING OF TEMPORARY BENCHMARK B BEING A CUT SQUARE ON THE BALA Cf CURBrESPECIALLYAFTERARAINFALLTOINSURETHATALLCONTROLSARE9. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE ALL AREAS SHALL BE ACCOMPLISHED. THE FINISHED SURFACE SHALL BEA IN THE APPLEBEES PARKING LOT. THE SQUARE IS LOCATED
MAINTAINED AND PROPERLY FUNCTIONING. MY DAMAGED CONTROLS THAT ALL DISTURBED AREAS ARE STABILIZED. DESIGNATED AREAS SHALL REASONABLY SMOOTH AND FREE FROM IRREGULARITIE&
V) p I APPROAMATELY 90 FEET SOUTHWEST OF THE PAVEMENT FOR TEXAS
SHALL BE REPAIRED PRIOR TO THE END OF THE WORK DAY, BE BLOCK SODDED, AND ALL OTHER AREAS DISTURBED DUE TO AVENUE. ELEVATION = 324.83
C4 INCLUDING RE -SEEDING AND MULCHING OR RE -SODDING, IF NECESSARY. CONSTRUCTION SHALL BE HYDRO -MULCH SEEDED. THESE STABILIZED 4. THE CONTRACTOR SHALL HEID ADJUST THE PROPOSED LOCATION ANDr1l) AREAS SHALL BE SODDED OR SEEDED, FERTILIZED, MD WATERED TO ROUTING OF SURFACE DRAINAGE SWALES TO OP11MIZE DRAINAGE, AS91) 4. TEMPORARY BENCHMARK C BEING CUT SQUARE IN A CON, CRETE PAD FOR
0 3. EROSION CONTROL MEASURES AND SEDIMENT TRAPPING DEVICES SHALL ESTABLISH A SOUD GROUND COVER WITHIN 30 DAYS OF COMPLETION, OR REQUIRED. AN ELECTRIC VAULT ON THE SOUTH SIDE OF THE PROJECT TRACT, 90 N) BE INSTALLED PRIOR TO MY EXCAVATION OR DEMOIJ11ON WORK, AS IF AC11MTY CEASES FOR MORE THAN 14 DAYS. APPROAMATELY 13 FEET NORTHEAST OF THE PAVEMENT DV) Cil >
SOON * AS PRACTICAL ALL SEDIMENT TRAPPING DEVICES SHALL BE STREET. ELEVATION 333.065. UPON COMPLETION OF FINAL GRADE, THE CONTRACTOR SHALL PROVIDE
I jo CLEANED WHEN THE SEDIMENT LEVEL REACHES 25% CAPACITY. SEDIMENT 10. WHEN HYDRO -MULCH IS REQUIRED, CONTRACTORS SHALL KEEP MULCH SEEDING AND FER11UZER FOR All DISTURBED AREAS. THE CONTRACTOR
cl MOIST AFTER INSTALLATION MD UNTIL AREA SHOWS GROWTH. SHALL BE RESPONSIBLE FOR ALL EROSION AND REPLANTING UNTIL A
C,4 (+ SHALL BE DISPOSED OF BY SPREADING ON STE OR HAULING AWAY IF COVERED STAND IS OBTAINED. EX TAI -32&40 L4 CA CA NOT SUITABLE FOR FILI. p + P L4 q jEXT/P42&39 C-0 (0 11. THE CONTRACTOR SHALL TAKE SPECIAL CARE 70 INSURE THAT SURFACE
EX T/F 32B-% Ln 4. DURING CONSTRUCTION, CONTRACTOR SHALL MAINTAIN BEST MANAGEMENT DRAINAGE IS NOT IMPEDED BY CONSTRUCTION WORK. 6. ALL HANDICAP PARKING AREAS SHALL HAVE A 2% (1:50) MAX SLOPE IN
ALL DIRECTIONS, ACCESSIBLE ROUTES SHALL HAVE A 5% (1:20) ANYjl-T 29XW 0 CA c PRACTICE (BMP). SEDIMENT FENCE, HAY BALE BARRIERS, OR OTHER MAAMUM RUNNING SLOPE AND A 2% (1:50) MAMMUM CROSS SLOPE.
SEDIMENT TRAPPING DEVICES SHALL CONTROL ALL STORM WATER LEAVING 12. THE CONTRAC70R SHALL BE RESPONSIBLE FOR THE MAINTENANCE MD
CA PR07ECTION OF CONSTRUCTION ACTIVITIES DURING THE CON HANDICAP ACCESSIBLE FACILITIES SHALL BE CONSTRUCTED IN
U) 0 \- Y/moo cn7 A_,22935 I TRACTTHESITE.
PERIOD. THIS SHALL INCLUDE MY EROSION CONTROL MEASURES AND CONFORMANCE WITH THE LATEST TAS STMDARDS. U) co PO
LO00 REGRADING NECESSARY TO ACHIEVE THE LINES AND GRADES SET FORTH 7. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER DISCHARGE5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING TEMPORARY BY THESE PLAN& EROSION CONTROL MEASURES AS REQUIRED FOR DIFFERENT PHASES OF PROGRAM AND IS RESPONSIBLE FOR PREPARATION AND FILING OF MY
V.C-328A 329V EXIN2M CONSTRUCTION. EROSION CONTROL MEASURES SHOWN MAY NEED TO BE REQUIRED FORMS. A NOTICE OF INTENT SHALL BE FILED NTH TCEQ PRIORIV) 28.49 "rq I
r -) 1 13. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURINGAADJUSTEDTOHANDLEINCREASEDORCONCENTRATEDFLOWSCREATEDBY TO BEGINNING CONSTRUCTION. cf) CONSTRUCTION. MD MY DRAINAGE D11M OR STRUCTURE DISTURBEDDVARIOUSSTAGESOFTHECONSTRUCTION.
93 1 DURING CONSTRUCTION SHALL BE RESTORED TO THE SAlISFAC11ON OF
0 n- THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED
fp THE OWNING AUTHORITY, ALL IN COMPLIMCE WITH THE 'NATIONAL CONSTRUCTION ENTRANCE FOR ALL CONSTRUCTION TRAFFIC. 6. THE CONTRACTOR IS RESPONSIBLE FOR FILING A NOTICE OF INTENT PRIORe., z POLLUTM7S DISCHARGE ELIMINATION SWU- (NPDES) REQUIREMENTS. cn D TO COMMENCEMENT OF WORK AND A N0110E OF TERMINATION AT THE
A X X SF "7,- 'X COMPLE71ON OF THE PROJECT M TCEQ. A LAMINATED COPY OF THE
CONSTRUCTION 97E NOTICE, NOI, AND EROSION CONTROL PLAN, VISIBLE 14- CONTRACTOR IS RESPONSIBLE TO MAINTAIN A STABILIZED CONSTRUC71ON
FROM THE PUBLIC RIGHT-OF-WAY, SHALL BE POSTED AT THE STE. EN7RANCE/MT FOR ALL CONSTRUCTION TRAFFIC.
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r 7. PHASE TWO EROSION CONTROL MEASURES SHALL BE IMPLEMENTED 15. EROSION CONTROL DEMCES SHOWN ON THIS PLAN SHALL BE INSTALLEDU) IMMEDIATELY AFTER CONSTRUC71ON OF THEIR ASSOCIATED IMPROVEMENTS. PER THE LATEST B/CS UNIFIED SWPPP DETAILS AND SPECIFICATIONS.
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NORTH PARK SECTION 11
0.18 ACRES = LOT 4
0.18 ACRES = LOT 3
0.20 ACRES = LOT 2
TOTAL 1.97 ACRES
ZONED: PDD
300 SOUTH TEXAS AVENUE
COLLEGE STATION, TEXAS 77845
OWNER ZDEVELOPER:
VASU DEIVILA - L.L.C.
3525 SANDY TRAIL LANE
PLANO, TEXAS 75023
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I JONES&CARTER, I N C.
Texas oard fProfessional Engineers Registration No. F-439
1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000
SCALE: AS NOTED DGN. BY:
DATE: AS NOTED DWN. BY:
JOB NO. C0120-001 DWG. NO.
SUBMITTED: -- SURV. BY.
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF:
REVIEW #1
2012-10-09
UNDER THE AUTHORITY OF
STEVE E. DUNCAN, P.E. 83252.
SHEET NO.
IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING, OR C1.2
PERMITTING PURPOSES.
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AND THE LATEST CITY OF COLLEGE STATION SPECIFICATIONS AND DETAILS. 6. THE CONTRACTOR SHALL TAKE CONSIDERABLE CARE WHILE PERFORMING1. THE CONTRACTOR SHALL INSTALL THE PROPOSED PRIVATE UTILITY LINES IN
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DEMOLITION OR EXCAVATION WORK ON THIS PROJECT. THE EXISTING 2 THE CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO PUBLICACCORDANCEWITHLOCALCODES, LATEST NATIONAL PLUMBING CODE AND UNDERGROUND UTILITY LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. SYSTEMS AND INSTALLATIONS WITH THE REGULATORY INSPECTOR. ALL APPLICABLE STATE AND LOCAL LAWS. OTHER PRIVATE OR PUBLIC
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THEIR EXACT LOCATION AND DEPTHS ARE UNKNOWN. THE CONTRACTOR IS
UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY
ICOLLEGE
RESPONSIBLE TO FIELD LOCATE AND TO REPAIR AND RECONNECT ANY 3. CONTRACTOR IS RESPONSIBLE TD REPAIR ANY DAMAGED UTILITY TO EQUALCOMPANYSSPECIFICATIONS. SHOULD THESE DRAWINGS AND SPECIFICATIONS UTILITY UNE DAMAGED DURING DEMOUTION AND/OR CONSTRUCTION, OR BETTER THAN PRE -CONSTRUCTION CONDITION. DIFFER WITH OTHER UTILITY COMPANY SPECIFICATIONS, THE STRICTER OF REGARDLESS OF WHETHER IT WAS SHOWN IN THESE PLANS OR NOT.
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THE TWO SHALL APPLY.
I 3525 SANDY TRAIL LANE
7. CONTRAC70R IS RESPONSIBLE TI] REPAIR ANY DAMAGED UTILITY TO EQUAL
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OBTAIN ALL REQUIRED PERMITS AND COORDINATE INSPECTIONS FOR THE
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INSERT BENCHMARK NOACCEPTANCEOFALLWORKSHOWN. 8. IRRIGATION SYSTEM MUST BE PROTECTED BY A PRESSURE VACUUM
BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A
3. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS OF SERVICE LINES, DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AND TESTED PER CITY
CONDUIT, METERS, ETC, WITH THE APPROPRIATE UTILITY COMPANY. OF COLLEGE STATION STANDARDS..
4. CONTRACTOR SHALL REFERENCE M.E.P. DRAWINGS FOR EXACT LOCATION AND WATERLINE NOTES
ROUTING OF UNDERGROUND U11UTY CONNECTIONS AND CONDUIT TO THE
PROPOSED BUILDING. 1. THE DESIGN STANDARDS FOR THE CITY OF COLLEGE STATION FOR WATER
CONSTRUCTION SHALL GOVERN THIS PROJECT FOR ALL PUBLIC WATERLINE
5. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
UTILITIES TO WHICH TIE-INS WILL BE MADE PRIOR TO CONSTRUCTION. NOTIFY PERFORM ALL TESTS CONTAINED THEREIN. THE CONTRACTOR SHALL NOTIFY
ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND IN THE FIELD. THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS WITH THESE PLANS
IYi I I FDC - REFER TO MEP FOR SPECIFICATIONS
REFER TO IRRIGATION I e
PLAN FOR CONTINUATION r I 4" DRY FIRE LINE REFER TO MEP FOR CON11NUA11ON
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MA TO
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7VEU I 11
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PROPOS SEWER, REFER
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t„ 0.20 ACRES = LOT 2
WV TOTAL 1.97 ACRES
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7VEU I 11
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IEX. FIRE HYDRANT #2 I
Ir JONES & CA RTE R,INC.
r ENGINEERS- PLANNERS- SURVEYORS
Texas Board of Professional Engineers Registration No. F-439
1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000
SCALE: AS NOTED DGN. BY:
DATE: AS NOTED DWN. BY:
JOB NO. C0120-001 DWG. NO. --
SUBMITTED: -- SURV. BY:
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF:
REVIEW #1
2012-10-09
UNDER THE AUTHORITY OF
STEVE E. DUNCAN, P.E. 83252.
SHEET NO.
IT IS NOT TO BE USED FOR -
CONSTRUCTION, BIDDING, OR
PERMITTING PURPOSES.
0.18 ACRES = LOT 4
0.18 ACRES = LOT 3
t„ 0.20 ACRES = LOT 2
WV TOTAL 1.97 ACRESIWA
ZONED: PDD
V' 300 SOUTH TEXAS AVENUE
STATION, TEXAS 77845ICOLLEGE
OWNER ZDEVELOPER: W VASO DEMLA - LLC.
I 3525 SANDY TRAIL LANE
PLANO, TEXAS 75023
a
HOME2 SUITES
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n
WI
BY HILTON
IEX. FIRE HYDRANT #2 I
Ir JONES & CA RTE R,INC.
r ENGINEERS- PLANNERS- SURVEYORS
Texas Board of Professional Engineers Registration No. F-439
1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000
SCALE: AS NOTED DGN. BY:
DATE: AS NOTED DWN. BY:
JOB NO. C0120-001 DWG. NO. --
SUBMITTED: -- SURV. BY:
THIS DOCUMENT IS RELEASED
FOR THE PURPOSE OF:
REVIEW #1
2012-10-09
UNDER THE AUTHORITY OF
STEVE E. DUNCAN, P.E. 83252.
SHEET NO.
IT IS NOT TO BE USED FOR -
CONSTRUCTION, BIDDING, OR
PERMITTING PURPOSES.