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Home My WebLink AboutDrawing• .. : d .. .• e .. i-AbItNtD IO T POST w < :: . :.. / - . : 4 X GRAVEL BAG OR WOODEN STAKE .. .. . , : ... .. - _ . _ - - , . ._ G RAVEBAG SAW CUT AND REMOVE REINFORCED polio -< .. : Z � ` -a, - .. ,. ' .: _ —SEDIMENT - (V 1 1 C0 1 1 N l T R O L F ABR I CEXISTING CURB CONCRETE PAVEMENT EL FASTENED SECURELY TO w srANDARD\_6"' SPILL CURBLME STABILIZED SUBGRADE PAVEMENT .-POST 0R WOODEN STAKE E EXTENDS 1 OUTSIDE EDGE OF PAVEMENT c.;% MN ME L T POST OR . WITH OPTIONAL WIRE MESH X_5 AS ABOVE WO STAKE AS 6 HIGH CURB REQUIRE TO MAINTAIN.5 PAVEMENT USE REBAR 18 O.C. CREQUIREDSPb0WELPROPOSED PAVEMENT CONCRETE PAVEMENT BE CONSTRUCTED PER CED 6 APARTINTO NOTE. +1': EXISTING PAVEMENT MIN 12 DETAILS ON FIGURE ST AND PER 2012 CITY OF 4 BARS 18 O.C. BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. 8„ OF FILTER FABRIC TO�EXTEND INTO A TRENCH PARKING PAVEMENT SECTION VIEW TEMPORARY DEVICES AROUND STORM DRAINS USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN a1 AND BE ANCHORED WITH N.T.S. TYPICAL CONCRETE PAVING SECTION RUNOFF. THEPRNTE TION ALLOWS SEDIMENT TO SETTLE PRIOR TO INTO A STORM DRAIN INLET COMPACTED BACKFILL N.T.S. OF CATCHBASIN. GRAVEL BAGS SHALL BE UV AND MUST NOT DEGRADE DUE TO ATMOSPHERIC D t� oNFFlOWCONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN 0F DETERIORATION. GRAVEL BAGS SHALL NOT RE ��ll�E� DIREcT BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. 111�C��I �, GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4” OR LESS GRAVEL. 1 5 ii" i GENERAL NOTES:S. SITE SPECIFIC NOTES.STORM DRAIN INLET PROTECTION 2011 .ALLOW 2.5 TO 5 AT TOE OF N.T.S. REVIEWED R 4 X4 MIN. TRENCH--'/ SLOPE FOR SEDIMENT TO 1. THE CONTRACTOR. SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT p� i LOCATION OF ALL EXISTING 1. THE OWNER OF THE PROPERTY IS CRESCENT POINTE HOLDINGS INC. THE SUBJECT PROPER � - TY ` . �.. ACCUMULATE. ALIGN FENCE UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS ADVANCE 0 M P H R IN ADV NC F CONSISTS. OF LOTS 2R & 3R, BLOCK 1 OF CRESCENT POINTE- PHASE 2. PROPERTY IS ZONED 0 - ALO NG SLOPE CONTOURS. LIANC CONSTRUCTION IS REQUIRED. _ Q - OFFICE: I , SILT FENCE ASSEMBLY li DIG TESS: 800 344-8377 8377 LEGEND AUG 26 2013 N.T.S. 2 THE TO AL DISTURB TM T A OS ENERGY. (9 79) 774-2506 Curve Table ED AREA FOR THIS PROJECT IS 0.116 ACRES (5,053 SF). CURVE If LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 176.79' 855.00' 011'50'51" 88.71- 176.48' S51.41'e6"E C2 199.55' 1276.78' 008'57'17" 99.98' 199.35' N52'09'47"W C3 283.30' 465.00' 034'54'25" 146.20' 278.94' N10'02'29"E • .. : d .. .• e .. i-AbItNtD IO T POST w < :: . :.. / - . : 4 X GRAVEL BAG OR WOODEN STAKE .. .. . , : ... .. - _ . _ - - , . ._ G RAVEBAG SAW CUT AND REMOVE REINFORCED polio -< .. : Z � ` -a, - .. ,. ' .: _ —SEDIMENT - (V 1 1 C0 1 1 N l T R O L F ABR I CEXISTING CURB CONCRETE PAVEMENT EL FASTENED SECURELY TO w srANDARD\_6"' SPILL CURBLME STABILIZED SUBGRADE PAVEMENT .-POST 0R WOODEN STAKE E EXTENDS 1 OUTSIDE EDGE OF PAVEMENT c.;% MN ME L T POST OR . WITH OPTIONAL WIRE MESH X_5 AS ABOVE WO STAKE AS 6 HIGH CURB REQUIRE TO MAINTAIN.5 PAVEMENT USE REBAR 18 O.C. CREQUIREDSPb0WELPROPOSED PAVEMENT CONCRETE PAVEMENT BE CONSTRUCTED PER CED 6 APARTINTO NOTE. +1': EXISTING PAVEMENT MIN 12 DETAILS ON FIGURE ST AND PER 2012 CITY OF 4 BARS 18 O.C. BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS. 8„ OF FILTER FABRIC TO�EXTEND INTO A TRENCH PARKING PAVEMENT SECTION VIEW TEMPORARY DEVICES AROUND STORM DRAINS USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN a1 AND BE ANCHORED WITH N.T.S. TYPICAL CONCRETE PAVING SECTION RUNOFF. THEPRNTE TION ALLOWS SEDIMENT TO SETTLE PRIOR TO INTO A STORM DRAIN INLET COMPACTED BACKFILL N.T.S. OF CATCHBASIN. GRAVEL BAGS SHALL BE UV AND MUST NOT DEGRADE DUE TO ATMOSPHERIC D t� oNFFlOWCONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN 0F DETERIORATION. GRAVEL BAGS SHALL NOT RE ��ll�E� DIREcT BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. 111�C��I �, GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4” OR LESS GRAVEL. 1 5 ii" i GENERAL NOTES:S. SITE SPECIFIC NOTES.STORM DRAIN INLET PROTECTION 2011 .ALLOW 2.5 TO 5 AT TOE OF N.T.S. REVIEWED R 4 X4 MIN. TRENCH--'/ SLOPE FOR SEDIMENT TO 1. THE CONTRACTOR. SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT p� i LOCATION OF ALL EXISTING 1. THE OWNER OF THE PROPERTY IS CRESCENT POINTE HOLDINGS INC. THE SUBJECT PROPER � - TY ` . �.. ACCUMULATE. ALIGN FENCE UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS ADVANCE 0 M P H R IN ADV NC F CONSISTS. OF LOTS 2R & 3R, BLOCK 1 OF CRESCENT POINTE- PHASE 2. PROPERTY IS ZONED 0 - ALO NG SLOPE CONTOURS. LIANC CONSTRUCTION IS REQUIRED. _ Q - OFFICE: I , SILT FENCE ASSEMBLY li DIG TESS: 800 344-8377 8377 LEGEND AUG 26 2013 N.T.S. 2 THE TO AL DISTURB TM T j°'(� •� ". DOCUMENT WAS AUTHORIZED BY C. Itz: 1 q 1 1 1 1LLU DEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 Longmire, Suite A AUGUST 13, 2013 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED. JOB NO. DATE MARK REVISION BY DATE KERR JPS DLD JPS 13-272 AUGUST 2013 s Iry (979) 774 11111/A ff1 yp, � � 1 111 f 7 1 1 ► a . 1 u 11 ft 4� h • s ♦ .n er � • • 1 1 J5 . s s .• ••. A OS ENERGY. (9 79) 774-2506 ED AREA FOR THIS PROJECT IS 0.116 ACRES (5,053 SF). SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: (979:) 821-4770 3. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED, ADDITION OF PARKING ONLY. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE 4. THE SUBJECT "TRACT `DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSURANCE RATE MAPS FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. ON OF INSTALLATI CONSTRUCTION EXIT AND SILT -FENCE AS NECESSARY. 480083 PANEL N0. 0220E MAP A NO 48041CO220E EFFECTIVE DATE: MAY 2012. 16 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT 5. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVER 1 DAYS A Y 4 AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE -CONTRACTOR -SHALL REMOVE ALL MUD DEPOSITED ON THE 6.` ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. ADJACENT STREETS ASA RESULT OF THE THIS OF CONSTRUCTION N T S PR J 0 ECT 7, ALL UTILITY LINES(WATER, GAS SANITARY SEWER VE� RIZON STORM SEWER ETC. SHOWN RE 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT N0. TXR 150000 ' TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP REQUIREMENTS FOR CONSTRUCTION SITES. DOCUMENTS OBTAINED STAINED BY FROM M CITY &INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THES DI TURBED AREAS AFTER CONSTRUCTION IS ..COMPLETE BY HYDROMULCHING AND SEEDINGALL DISTURBED AREAS. 8. NO DE.. N DETENTION IS REQUIRED. ADDITIONAL PARKING WILL DRAIN TO EXISTING STORM SEWER ON SITE & BE CONVEYED TO EXISTING D ETENTION POND FOR CRESCENT POINTE PHASE 2. 6. ALL TION SHALL BE IN CONSTRUCTION ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION :STANDARD .SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE g, IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED COORDINATED WITH THE CITY ENGINEER'S OFFICE. PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK. FLOW DEVICE, AND INSTALLED AS PER CITY .ORDINANCE 2394. 7. THE CONSTRUCTION SHALL: COMPLY WITH OSHA HA STANDARD 29 CFR PART 1926 SUBPART P FOR. TRENCH H SAFETY REQUIREMENTS. 10. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ' - - ORDINANCE 2394. - 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL TROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE: 10. 100% COVERAGE OF GROUNDCOVER,. DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHT-OF-WAY; AND ADJACENT PROPERTY DISTURBED DURING j°'(� •� ". DOCUMENT WAS AUTHORIZED BY C. Itz: 1 q 1 1 1 1LLU DEVEN L. DOYEN, P.E., LICENSE NO. 109835 2730 Longmire, Suite A AUGUST 13, 2013 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED. JOB NO. DATE MARK REVISION BY DATE KERR JPS DLD JPS 13-272 AUGUST 2013 s Iry (979) 774 11111/A ff1 yp, � � 1 111 f 7 1 1 ► a . 1 u 11 ft 4� h • s ♦ .n er � • • 1 1 J5 . s s .• ••.