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HomeMy WebLinkAboutSP2015-000010cio)1.--C�o0at0 v PROPOSED OFFICE BUILDING, PARKING LOT AND ASSOCIATED PRIVATE UTILITY IMPROVEMENTS VICINITY MAP 4a z ROJEC z LOCATION ems' Q� v� �v NOT TO SCALE OWNER/DEVELOPER: JM ERDNER LP 3072 ARAPAHO RIDGE DR COLLEGE STATION, TEXAS 77845 FOR THE OFFICES AT CAPROCK GREENS PRAIRIE CENTER, PHASE 2A LOT 12R-A, BLOCK 5 COLLEGE STATION, TEXAS DULY 2015 chultz ngineering, LLC TBPE FIRM REGISTRATION NO. 12327 2730 LONGMIRE, SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEVEN L. DOYEN, P.E., LICENSE NO. 109835 JULY 8, 2015 RELEASED FOR CONSTRUCTION OF MEN L DafEN » 109835 FIRM f 12327 SCHULTZ ENGINEERING, LLC SHEET Cl SCHEDULE OF SHEETS TITLE SITE PLAN C2 GRADING PLAN C3 PAVEMENT PLAN C4 PAVEMENT JOINT PLAN C5 EROSION CONTROL & DRAINAGE PLAN C6 UTILITY PLAN L1 LANDSCAPE PLAN N/F ADZANO, LLC GREENS PRAIRIE PH 2A. BLOCK 5, LOT 9R-A, ACRES 0.54 12134/103 ZONED GC AND OV - 3n PRIVATE ACCESS do DRAINAGE EASEMENT 11660/140 VtEi=66' wo,+ gem ras aim 97 9 9-M--- ---" _.-- sT XIS71NG r T 6" WATER LINE --- "'" ,. ---- EXISTING PRIVATE- -" EXISTING PRIVATE STORM SEWER l STORM SEWER JUNCTION BOX LINE PROPOSED TRAFFIC I EXISTING RATED JUNCTION BOX FIRE HYDRANT ASSEMBLY N/F HOUSE HUGH ROBERT & PATRICIA GREENS PRAIRIE PH 2A, BLOCK 5. LOT 1OR-A, ACRES 0.54 12569/010 ZONED GC AND OV N/F DAVILA RICARDO REYNA GREENS PRAIRIE PH 2A. BLOCK 5, LOT 8R-A, ACRES 0.59 12375/223 ZONED GC AND OV N/F BRAZOS TEXAS LAND DEVELOPMENT, U GREENS PRAIRIE PH 2A. BLOCK 5. LOT 7R-A, ACRES 0.59 XISTiNG UNDERGROUND 11660J140 ELECTRICAL LINE TO BE ZONED GC AND OV TIED INTO • STING 8�s 8" SEWER LINE \\ ES 8�S EXI19 ROPOSED LIGHT POLE 9, ROPOSED Q• 3 UNDERGROUND \ ELECTRICAL LINE r ' is �,•- is I 10 PARKING SPACES tACCESSIBILITY 1 I ROUTE u `n 1 PROPOSED J§, PRIVATE ACCESS 12 PARKING SPACES EASEMENT / 1 HANDICAP SPACE 12800/120 / i i4, ''? PROPOSED BIKE RACKJn R� ' : •� . s� wi' - �� > of •- ` ' � � J��_•'�1-_ 15' PUE-1 11660/140 PRIVATE DRAINAGE EASEMENT t 11660/140 N/F J R HOUSE. LLC GREENS PRAIRIE PH 2A, BLOCK 5, LOT 11 R-A. ACRES 0.65 12424/273 ZONED GC AND OV FIRE LANE MARKING NOTES 12' I. SKIN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. 2. ALL CURBS AND CURB ENDS SHALL BE PAIRED RED WITH POUR INCH (47 W14TE LETTERING STATING 'FIRE LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET MART. T M1Q! 3. A SKIN TWIELVE INCHES 12 WIDE AND EIGHTEEN INCHES (18-) IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION A RMlglta EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12 WIDE AND O LT EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TIMVE INCHES (121 WIDE AND SIX INCHES (6) HIGH STATING TOW�AMIAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE T BACIOGROLIND WITH SYMBOLS, LETTER AND BORDER IN RED. 4. TOW -AWAY ZONE SIGN SHALL BE 12' WIDE X 8' TALL PER TMUTCD R7-201oP SIONAOE. FIRE LANE SIGN DETAIL N.T.S. 72" • 6' AT EACH END 35' L BIKE RACK DETAIL N.T.S. EXISTING- SEWER MANHOLE 8" SEWER LINE 3n -----, - 3n - -3n` 7 3n s-s �- --- e-s ----- . . ---- 3n i J LO MILLS PARK CIP CLE u (pR1VATE) UE WIDTH ' 1 11660/140 Alp ♦ • '• • NIA .' ' I ROLL OUT TRASH CONTAINER STORAGE W/ 6' SCREEN FENCE LOT 12A-R BLOCK 5 2 STORY OFFICE BUILDING 5,676 SF FF - 310.0 24' MAX. EAVE HEIGHT I PROPOSED WATER METERS R10' " EXISTING LIGHT POLE TO BE RELOCATED N/F BRAZOS TEXAS LAND DEVELOPMENT, LLC GREENS PRAIRIE PH 2A, BLOCK 5, LOT 6R-A, ACRES 0.57 11660/140 t fi ZONED GC AND OV I . � XISTING UNDERGROUND I 3 ; ELECTRIC LINE 71 I' �1 ,• w 20 10 0 20 SCALE IN FEET I . --I P ---s- ---- I , 1 y tD EXISTING DETENTION POND NF BRAZOS TEXAS LAND DEVELOPMENT, LLC GREENS PRAIRIE PH 2A. BLOCK 5. COMMON AREA 2-A. 0.60 ACRES 11660/140 ZONED GC AND OV REINFORCING BARS • CONCRETE PAVEMENT `-8' LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) • X-5: 6" OR 8- AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH - 3500 PSI) • 5" PAVEMENT - USE (I4 REBAR O 18' O.C.LW. • 8' PAVEMENT- USE E4 REBIAR 0 16' O.C.E.W. 8" • PAMEMEN' - USE ROM 0 12" O.C.EW. TYPICAL CONCRETE PAVING SECTION DETAIL N.T.S. PATH WHERE ALL BOLT IN WALK EXTEND END 18" BLYON CONCRETE AND TAPE 007" ENDS 3- SCH 40 PVC PIPE 1W BELOW TOP OF GRADE TYP. PVC SLEEVE DETAIL N.T3. FIRE HYDRANT ' y ASSEMBLY r i EXISTiN� 6" WATER LINE J / l Sr SEWER LiNE EXISTING SEWER MANHOLE i XISTING PRIVATE STORM SEWER LINE LS Is r N F BRAZOS TEXAS LAND DEVELOPMENT, LLC ' GREENS PRAIRIE PH 2A, BLOCK 5, LOT 5R-A, ACRES 0.72 % 11660/140 ' ZONED GC AND OV NOTES 1. ALL CURBS 8" IN HEIGHT UNLESS NOTED OTHERWISE. 2. EXPANSION JONRGUTTER IN CUB k UTTER SHALL BE SPACED A O : BARS MAXIMUM 40' AND AT ALL RADIUS PONTS. P.T.'S AND P.C.'S. 0 - 3/4" X I SMODIH CONTRACTION JOINTS IN CURB AND GUTTER SHALL BE EXPANSION DOWELS SPACED AT A MAXIMUM DISTANCE OF 10'. TYPICAL CURB DETAIL N.T.S. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Schultz Engineering, LLC DEVEN L DOYEN, P.E., LICENSE NO. 109835 2730 Longmlre, Suite A JULY 8, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE N0.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 15-389 JULY 2015 DEVEN L C 10983 ~main 2"xiB' REFLECTIVE NOSH MEEAL SHIN �12'x9' REFLECTIVE FIN15H METAL SON 2x2 G&VANIZED STEEL TUBE COLUMN SEr IN PRROOVIDDEGA.w� Y IZED STEEL CAP WELDED TO TOP OF TUBE PAINT TUBE AND CO. 1m>r:S: 1. ALL CHARACTERS MUST t BE W MINIMUM ABOVE GRADE OR SIDEWALIL ADA SIGN DETAIL N.T.S. FIRM 1 12327 SCHULTZ ENGINEERING. LLC Curve Table CURVE LENGTH RADIUS DELTA TANOEM CHORD CHORD DIRECTION LEGEND PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY LOT LINE -- -- -- - PROPERTY SETBACK - - - EXISTING PUBLIC UiiLRY EASEMENT PROPOSED PRIVATE ACCESS EASEMENT EXISTING PRIVATE ACCESS EASEMENT - --- - EXISTING PUBLIC DRAINAGE EASEMENT EXISTING PRIVATE DRAINAGE EASEMENT PROPOSED CURB AND GUTTER EXISTNNO CURB AND GUTTER ST ST - ST STORM PIPE ST - ST - ST EXISTING STORM PIPE PROPOSED WATER SERVICE, SIZE NOTED W-8 EXISTING WATERLINE, SIZE NOTED PROPOSED SANITARY SEWER SERVICE, SIZE NOTED S-$ EXISTING SANITARY SEWER LINE. SIZE NOTED UE UE PROPOSED UNDERGROUND ELECTRIC LINE UE UE DMNG UNDERGROUND ELECTRIC LINE SITE PLAN BUILDING #s FIRE DESIGN Constr. Type y13 Bid. Size SF S, 7G of No. Stories z Sprinkled (Y/N) N No. FHs (Locations) Z C,rT41 Alb) Required Flow .t,aaa GPM ELEVATION CERTIFICATE [] REQUIRED ❑ +2' +3, +4' © NOT REQUIRED NOT TO SCALE THE OFFICES AT CAPROCK GREENS PRAIRIE CENTER PHASE 2A LOT 12R-A, BLOCK 5 - COLLEGE STATION, TX SITE SPECIFIC NOTES 1. THE OWNER OF THE PROPERTY IS JM ERDNER LP. THE SUBJECT PROPERTY IS GREENS PRAIRIE CEiiTER PH 2A, LOT 12R-A , BLOCK S. PROPERTY IS ZONED OC GENERAL C OMERCIA. AND OV CORRIDOR OVERLAY. 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.59 ACRES (25841A SF). 3. THE SUBJECT TRACT DOES NOT LIE WRHEN THE 1D0 YEAR FLOODPLAW ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS FOR BRAZOS COUNTY. TEXAS AND INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0325L MAP NO. 48041CXO325E, EFFECTIVE DATE MAY 16. 2012. 4. THE MINIMUM REQUIRED FIRE FLOW FOR AN OFFICE BUILDING IBC TYPE VB OF 5.676 SF IS 2000 ONIONS HYDRANTS WILL PER MINUTE 1W0 FIRE HYDRANTS ARE REQUIRED. THE TWO EXISTINGLL BE 5. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. S. ROLL OUT TRAM CONTAINERS 7. PARKING LOr STRPNQ OTHER THAN FIRE LANE STRWING SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION CrkDOR) STANDARD SPECIFiCATKONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND REM 866. TYPE 2 MARKMiG MATERIALS. 8. ANY EXPOSED CONCRETE OVER 6" IN WIDOW WILL. BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE BRIM OR OTHER ALTERNATIVES AS APPROVED BY THE ADMMMSMMR. 9. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA 10. THIS DEVELOPMENT IS LOCATED WirHNN THE SPRING CREEK IMPACT FEE AREOL THE FEE WILL BE DUE AT THE TIME THE BUILDING PERMITS ARE ISSUED. 11. ALL ELECTRICAL IMPROVEMENTS VEMENTS SHALL BE PER COLLEGE s7ATON UTILITIES SPEMFiCA71ONS AND PER THE COLLEGE STATION UTMJTIES ELECTRICAL DESIGN FOR THIS PROJECT. ELECTRIC PROJECT COORDINATOR CRY OF COLLEGE STATION UTNJTiES 979-764-6314 12 THE OWiNERSHIP AND MAIRIERMCE RESPONSIBILITIES OF THE PRIVATE ACCESS EASEMENT WILL BE BY THE LOT OWNER OR PROPERTY OWNER ASSOCATiON. 13. ALL STORM SEWER IS PRIVATE STORM SEWER COVERS SHALL BE LABELED PRIMATE AND SHAH. NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. 14. CONTRACTOR SHALL CONTACT BTU 24 HOURS PRIOR TO BEMNI G CONSTRUCTION WITHIN BTU IENSEMEWM 15. THE BUILDING SHALL HAVE A KNOX BOX PER FIRE MARSHAL'S SPECIFICATIONS AND REQUIREMENT'S 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LA7E8T CITY OF BRIYANAGLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR (WATER SEWER, STREETS, DRAINAGE). ALL CONSTRUCTION SHALL BE COORDINATED MIN THE CITY ENGINEER'S OFFICE. 2. ALL UTILITY LINES(WATER GAS, SANITARY SEWER, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM _ BEST AVAILABLE CORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED FROM CITY & INDEPENDENT AGENCIES AND/OR A90VE GROUND FIELD EWEN= SHOWN POSITIONS MAY NOT REPRESENT AS-OUILT CONDITIONS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFym THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES NOTIFICATION OF THE UT LIT1Y COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IR REQUIRED. DO TESS: 344-SM AT" ENERGY: r979) 95 774-2506 SUDDEN LINK COMMIIMICATONB: W-2429 VERIZON: i) 821-4770 4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REOINRFJENTS. S. BUILDING SETBACK SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNTIED DEVELOPMENT ORDNANCE. 8. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIOHT-OF WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT PROPERTY. MEASURED FROM A POINT 5 FEET ABOVE G;tRADL SUCH SCREENING SHALT. BE COORDINATED WiTH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE 8. R 4 THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MNIMNZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE INSTALLATION OF A OONSnwnON EXIT AND SILT FENCE AS NECESSARY. 9. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPOES OENERN. PERMIT NO. TXR 15000E REQUIREMENTS FOR CONSTRUCTINN SIiES. 10. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS Ann CONSTRUCTION 6 COMPLETE BY HYDROMULOHING AND SEEDING ALL DISTURBED AREAS. 11. EXTERIOR BUILDING AND SiTE LIGHTING SHALL MEET THE STANDARDS OF SECTION 7.11 OF THE UNIFIED DEVELOPMENT ORDNANCE. THE LIGHT SOURCE SWILL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT' LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHE DOES NOT CROSS ANY PROPERTY LIE. PLEASE NOTE TWIT COMPLIANCE WTIH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CERTFiCATE OF OCCUPANCY. 12 DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINIAGE PION AND DRAINAGE NA REPORT, I& LANDSCAPING AND IRRIMTION DESIGN O ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE Nt IRRIGATION PLANS. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO CERTIFiCATE OF OCCUPANCY. 14. ALL RAN AND DISTANCES ARE MEASURED 70 THE BACK OF CURB UNLESS 07FER M N07m. 15. ALL PAVEMENT SHALL BE PER TYPICAL PAVEMENT SECWK REFER TO PAVEMENT PLAN FOR PAVEMENT DEPTHS. 18. 100X COVERAGE OF GROLJNLDCONER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LODSE), OR A PERENNIAL GRAMS IS REQUIRED IN PARKING LOT MAWS. SWALES AND DRAINAGE AREAS,• THE PARKL40 LOT UCTIONSETBACK. RIGHT-OF-WAYS, AND AOACENT' PROPF.RiY DISTURBED DURING CONSTR 17. DETDNTON AND DRAINAGE FACILITIES SWILL. BE CONSTRUCTED FIRST, DETENTION POND IS EXISTING. 18. THE CONTRACTOR SWILL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THESE PLANS. DRAWINGS AND 13PECWM71ONL IS. IT 6 THE RESPONSIBILITY OF 114E CONTRACTOR TO COMPLY WITH ALL STATE AND FEDERAL REGULATIONS REGARDING CONSTRUCTION ACTIVITIES NEAR ENERGIZED OVERHEAD POWER LINES 20. THE CONTRACTOR SHALL BE RESPONSIBLE PDIR TH PROTECTION OF ALL fICI3RNG UTILITIES OR SERVICE LINES THAT ARE USED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LIES ARE CUT. BROKEN. OR DAMAGED, THE CONTRACTOR SHALL NOVA OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND CONSTRUCTION OR BETTER THE MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPE21. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE KEPT ON SITE AT ALL TIES OF REDONE DRAINAN�RECO� CONDITIONS HE PROJECT �CONISTRUCT�ON. MNNEAIN A SET 22. R SHALL BE THE RESPONSIBIL IN OF THE CONTRACTOR TO PAY FOR AD OBTAIN ALL REQUIRED PERMITS AND INSPECTION APPROVALS FAR ALL WORK SHOWN. 23. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITION OR BETTER. 24. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET OR DRIVEWAY. 25. ADEQUATE DRAINAGE SAW. BE MAINTAINED AT ALL TIES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED MWIG CONSTRWTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. 26. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN REVIEWEDFOR ACCORDANCE WITH THE STANDARDS OF THE APPLICABLE REGULATORY AGENCY. 27. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS AND PROPERTY CORNERS DURING COMPLIANCE 28. THE CONTRACTOR MUST PROVIDE CONSTRUCTION STAKING FROM THE INFORMATiON PROVIDED ON THE PLANS AND DRAWINGS. 29. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THESE PLANS FOR CONSTRUCTION JUL 10 2015 PURPOSES. THE ELECTRONIC FIE AND NFORMATON GENERATED. BY SCHULTZ EN0NEERING. LLC (SE). FOR THIS PROJECT 6 CONSIDERED BY SE TO BE CONFIDENTIAL WHEN ISSUED, IT'S USE IS INTENDED SOLELY FOR THE INDIVIDUAL OR ENTITY TO WENCH R IS ADDRESSED. PERMISSION 6 NOT GRANTED TO THE RECIPIENT' FOR DISTRI M14 OF THESE DOCUMENTS N ANY FORM OR COLLEGE STATION F04101. THE RECIPIENT UNDERSTANDS THAT THIS DATA IS AUTHORIZED 'AS IS' WITHOUT ANY DEVELOPMENT SERVICES WhRRANW TS tGE ADTHRO GHOUT� iW � MAIDS ROUND AGREES THAT SE, PLAT FILED : , YVGL UPON RUM OF SUCH M%U�6 NO LONGER BE MR THEE USE OR MODIFICATION. THE USER AND REMW of ELECTRONIC DATA ACCEPTS FULL RESPOlISIBN.RY AHD LIABILITY _ FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE BENCHMARK WFORMATION TBM 1 N: 10188394.8832 E: 3577797.0696 ELEV : 309.33 (CORNER OF TRANSFORMER PAD) VICINITY MAP UTL TY DEMAND WATER DEMAND PER LEASE SPACE MINIMUM 0 GPM AVERAGE 7.75 GPM MAXIMUM (PEAK) 31 GPM 1" DOMESTIC WATER METER SANITARY SEWER DEMAND PERLEASE SPACE (0 9OX OF WATER DEMAND) AVERAGE 7 GPM MAXIMUM (PEAK) 28 GPM 4" SANITARY SEWER LINE 0 1.04% MIN. SLOPE FIXTURE UNITS . 40 FIXTURE UNITS ALLOWED = 120 PIPE SLOPE OK PAFKM ANALYSIS REQUIRED PA KING: 5.876 SF OF OFFICE BUILDING 1 SPACE PER 250 SF 23 SPACES REQUIRED TOTAL REQUIRED: 23 SPACES 9' WIDTH, 20' LENGTH TYP. PROPOSED PARKING_ 22 SPACES PARKING 23 SPACES PROVIDED TOTAL THE OFFICES AT CAPROCK 4519 MILLS PARK CIRCLE TOTAL AREA = 01% ACRES GREENS PRAIRIE CENTER PHASE 2A LOT 12R-A, BLOCK 5 G�wwa o VOL 12385, PG.180 AUQUffM BABLI.E BURYEY, A-75 COLLEGE STA7M SIAMIS COUNTY, TEXAS C1 SCALE: 1 "=20' JULY 2015 ROJEC LOCATION OWNER/DEVELOPER: SURVEYOR: JY ERDNER LP BRAD KERR, RPLS NO. 4502 3072 ARAPAHO RIDGE DR. KERR SURVEY9406 LLC G~4 COLLEGE STATION, TEXAS 77645 409 N. TEXAS AVENUE BRYAN, TX 77803 `SQ (979) 268-3193 ENGINEER: SCHULTZ ENGINEERM. LLC. �4p PO BOX t I n$ COLLEGE STATION. TX 77U2 (979)764-3900 SITE PLAN SCALE VERTICAL N/A HORIZONTAL 1x=20' PLOTTING SCALE: 1:1 FILE NAME: 1 5-389 SHEET C1 0. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY Schultz Engineering, LLC LILIEN E DOYEN, P.E., CENSE N0. 109835 2730 Longmire, Suite A JULY 8, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE N0.12327 SURVEYED DESIGNED I DRAWN I APPROVED I JOB NO. DATE KERR I DLD I DLD I JPS 1 15-389 1 JULY 2015 I OF DEVEN L DOYEN .N •• NNN-N.M-� ..1 109835 FIRM 12327 1 SCHULTZ ENGINEERING, LLC THE OFFICES AT CAPROCK GREENS PRAIRIE CENTER PHASE 2A LOT I2R-A, BLOCK 5 - COLLEGE STATION, TX GRADING PLAN GRADING NOTES- 1. FILL. MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WITHIN THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 98X OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, OSTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4X ABOVE THE OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY OR PAVEMENT AREAS SWILL BE COMPACTED TO 95% OF THE MWMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE 6' STABILIZED SUBGRADE OR SELECT FILL. 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA 5. STRUCTURAL BMXnLL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS. MINOR ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR CONSTRUCTION OF THE SITE WORK. 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE RT ON ALL DISTURBED AREAS. ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6' SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. & POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEMS TO ROUTE STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. B. THE SELECT FILL FOR THE BUILDING FOUNDATION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GEOTEC14MCAL REPORT. 10. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY COMPACTED CLAY SOILS TO MINIMIZE INFILTRATION OF SURFACE WATER. A CLAY "PLUG' SHOULD BE PROVIDED IN THE TRENCH ON THE EXTERIOR OF THE BUILDING TO PREVENT WATER FROM GAINING ACCESS ALONG THE TRENCH TO THE SUBGRADE BENEATH THE STRUCTURE. THE PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM OF TWO FEET THICK. 11. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE, PAVEMENT, FOUNDATIONS. ETC. 12. ALL UNPAVED AREAS SHALL BE ADEQUATELY GRADED TO DRAIN, SO THAT NO PONDING OCCURS. 13. FINISH GRADE ADJACENT TO CURBING OR SIDEWALK SHAH. BE 1/2- BELOW THE TOP OF CONCRETE AND 2' BELOW IN LANDSCAPING AREAS. 14. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL. BE RESTORED TO EXISTING CONDITIONS OR BETTER. 15. THE APPROVAL OF THESE PLANS IS NOT AN ALmoRRATION TO OWE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S). ANY ADJACENT PROPERTY AND RIGHT -OF WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. 16. THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. 17, THE CONTRACTOR SHALL REFER TO THE STRUCTURAL ENGINEER'S PLANS FOR SPECIFICATIONS. PROCEDURES, AND REQUIREMENTS FOR THE BUILDING PAD. 18. EXISTING TREES, STUMPS, AND LARGE TREE SYSTEMS, SHALL BE GRUBBED AND REMOVED, VEGETATION SHALL BE REMOVED AND THE TOP 8-24 INCHES OF TOP SOIL AND SUB -GRADE BE STRIPPED FROM THE AREAS TO BE COVERED BY THE PROPOSED IMPROVEMENTS. 19. MATERIAL EXCAVATED ON SITE, EXCLUDING THE TOP 6-24 INCHES OF TOP SOIL, MAY USED AS A FILL MATERIAL, UNDER PAVEMENT AREAS ONLY. IF THE MATERIAL IS FREE FROM TRASH, LUMPS. CLODS, ORGANIC SUBSTANCE, & OTHER FOREIGN MATTER AND SUBGRADE PREPARATION FILL MATERIAL PLACEMENT UNDER BUILDINGS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 20. 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 OX TO +4X OF THE OPTIMUM MOISTURE CONTENT AND COMPACTED TO A UNIFORM DENSITY OF 98% (FOR STABILIZED) AND 95% (FOR GENERAL FILL] OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D695. TP - TOP OF PAVEMENT TC - TOP OF CURB TW - TOP OF WALK TB -TOP OF BERM TO - TOP OF GROUND TRW - TOP OF RETAINING WALL REVIEWD FOR C 0 MildL IMAGE JUL 14 2015 I(F COLLEGE TATlO€l E�GI�ElRIh G TBM 1 N: 10188394.8832 E: 3577797.0696 ELEV : 309.33 (CORNER OF TRANSFORMER PAD) SCALE VERTICAL N/A HORIZONTAL 1.=10' PLOTTING SCALE: 1:1 FILE NAME: 15-389 SHEET Gi. FIRE LANEM MKINO NOTES_, -12' 1. SIGN STALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. 2. ALL CURBS AND CURB ENDS SHALL BE PAIRED RED WITH FOUR INCH (47 WHITE LETTERING STATING 'FIRE LANE - NO PARKING - TOW AWAY ZONE.". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. DEBIom"D 3. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES (18� IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION A PAiBJIrO EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12-) WIDE AND ONLY EIGHTEEN INCHES HIGH, WITH A COMPANION SKIN TWELVE INCHES (12-) WIDE AND SIX INCHES (67 HIGH STATING TOW -AWAY ZONE'. SUCH SIGNS SHALL BE PAINTED ON A WHITE TOW -AWAY BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. 70lWs 4. TOW -AWAY ZONE SIGN SHALL BE 12' WIDE X 6' TALL PER TMUTCD R7-201aP SIGNAGE. FIRE LANE SIGN DETAIL N.T.S. ® m MARK LOCATION WITH GALVANIZED CARRIAGE BOLT 3/8- X 2- SIDEWALK OR PATH WHERE APPLICABLE INSTALL BOLT IN WALK r- I EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH 3" SCH 40 PVC PIPE 18" BELOW TOP OF GRADE TYP. PVC SLEEVE DETAIL N.T.S. REINFORCING BARS • 1�ONCRETE PAVEMENT j I S x %--6' LIME STABILIZED SUBGRADE (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) • X-5', 6' OR 8' AS SHOWN ON THE PAVEMENT PLAN (28 DAY STRENGTH - 35DO PSI) • 5' PAVEMENT - USE #4 REBAR O 18' O.C.E.W. • 6' PAVEMENT - USE #4 REBAR O 18' O.C.E.W. 8' PAVEMENT - USE #5 REBAR O 12' O.C.E.W. TYPICAL CONCRETE PAVING SECTION DETAIL N.T.S. THE SEAL APPEARING ON THIS ' DOCUMENT WAS AUTHORIZED BY Schultz Engineering, LLC LICENSE >« DOYEN, P.E.. LICENSE NO. 109835 2730 Longmire, Suite A JULY 8, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979,764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 15-389 JULY 2015 7 i.ff *.. QEVEN L DOYEN ... ................. 109835 '�•M FIRM 1 12327 C SCHULTZ ENGINEERING, LLC NOTES: 1. ALL CURBS 6' IN HEIGHT UNLESS NOTED OTHERWISE _ 2. EXPANSION JOINTS IN CUB & GUTTER SHALL BE SPACED A -4 BARS MAXIMUM 40' AND AT ALL RADIUS POINTS, P.T.'S AND P.C.'S. 0 = 3/4" X 18' SMOOTH CONTRACTION JOINTS IN CURB AND GUTTER SMALL BE EXPANSION DOWELS SPACED AT A MAXIMUM DISTANCE OF 10'. TYPICAL CURB DETAIL. V.T.S. THE OFFICES AT CAP'Rv%0`CK GREENS PRAIRIE CENTER PHASE 2A LOT 12R-A, BLOCK 5 -COLLEGE STATION, TX REVIEWED FOR COMPLIANCE JUL 10 2015 COLLEGE STATION DEVELOPMENT SERVICES PLAT FILED: PAVEMENT NOTES, 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3.500 PSI. ALL CONCRETE FOR NON -PAVEMENT APPLICATIONS (IE. SIDEWALKS, DRAINAGE FLUMES, AND CONTAINMENT STRUCTURES) SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI. THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. 2. ALL REINFORCING STEEL SWILL BE DEFORMED BILLED STEEL BAR HAVING MINIMUM YIELD STRENGTH OF NOT LESS THAN 50 KSi CONFORMING TO ASTM A6115, GRADE 60. 3. IF SUBGRADE PI IS GREATER THAN 21 FOR THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL - BE LIME STABILIZED TO A MINIMUM DEPTH OF 6" AT A RATE OF APPROXIMATELY 6X OF THE DRY WEIGHT OF THE SOIL THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4. AND WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TROT). STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS. STREETS, AND BRIDGES. ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98X OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D695 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4X ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264. 'LIME AND LIME SLURRY". THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 2' OUTSIDE THE PAVEMENT, UNLESS OTHERWISE SPECIFIED 4. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE 6" STABILIZED SUBGRADE OR SELECTFILL 5. JOINT SEALANT MATERIAL TO BE SONNEBORN SL-1 OR APPROVED EQUAL 6 CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE CONCRETE AFTER THE SURFACE FINISHING IS COMPLETE AT THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. 7. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE WARNING SURFACE FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 8. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. 9. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE. PAVEMENT, FOUNDATIONS, ETC. 10. PARKING LOT STRIPING MATERIALS AND CONSTRUCTION SHALL CONFORM TO TxDOT STANDARD SPECIFICATION ITEM 668. TYPE 2 MARKING MATERIALS (TRAFFIC PAINT) 11. THE CONTRACTOR SHALL REFER TO THE BCS UNIFIED SPECIFK ATKINS AND STANDARDS, CURRENT EDITION, FOR ALL PAVING AND DRAINAGE CONSTRUCTION. TESTING REQUIREMENTS SET FORTH ARE THE MINIMUM REQUIREMENTS, 12. ALL CONCRETE SHALL BE PROPERLY VIBRATED WHEN PLACED AND NOT RAKED A DISTANCE GREATER THAN 10 FEET. 13. 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 40' F AND RISING OR LESS THAN 9Y F. 14. ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND REDUCING AGENTS. 15.ALL SPLICES IN PAVEMENT AND CURBING STEEL SHALL BE STAGGERED AND LAPPED 30 INCHES TIMES THE BAR DIAMETER OR 12 INCHES. WHICHEVER IS GREATER. 16. CONCRETE COVERAGE FOR THE REINFORCING STEEL SHALL COMPLY WITH THE ACI CODE, LATEST EDITION. THE STEEL SHALL HAVE A MINIMUM 1 % INCH CLEARANCE. 17.PAVING AREAS SHALL BE PROOF -ROLLED WITH A 20 TON ROLLER AND. IF REQUIRED AT THE 71ME OF CONSTRUCTION. THE CONTRACTOR SHAM STABILIZE WEAK AREAS AS DIRECTED BY THE ENGINEER. MITIGATION OF WEAK AREA MAY INCLUDE OVER EXCAVATION AND BACKFILI UNG, REPROCESSING TO REMOVE MOISTURE. MODIFICATION WITH LIME OR CEMENT ADMIXTURES. OR THE USE OF GEOTEXIILES. 18. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND 'PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE 'PROOF-ROWNG" SHALL BE REMOVED AND REPLACED REVIEWED FOR C0flv'tPL.IA N CE JUL 14 ?015 kF COLLEGE :NATION ENGINEERING LEGEND 5' CONCRETE PAVEMENT v, 6' CONCRETE PAVEMENT EXISTING CURB & GUTTER TO BE REMOVED MATCH FL OF EXISTING GUTTER EXISTING BASE DEFORMED TIE BAR 4X 18'O.C. FOR TYING NEW CONCRETE TO EXISTING CONCRETE PVMT. ONLY. BENCHMARK INFORMATION TBM 1 N: 10188394.8832 E: 3577797.0696 ELEV : 309.33 (CORNER OF TRANSFORMER PAD) KEEP 6" RISE TO TYPE 'D' EXPANSION JOINT. PROPERTY LINE E1 E1I - T/C ELEVE 4, 3' 3' - • X-DRIVEWAY APRON SHALL BE 6- (28-DAY CONCRETE STRENGTH - 3000 PSI) W/ 4 BARS O 18" O.C.E.W. ASPHALT APRONS W/O CURB & GUTTER SHALL BE ALLOWED ON OPEN DITCHED STREET SECTIONS ONLY. SECTION A -A 'G' EXPANSION JOINT PROPERTY LINE • MAINTAIN 2X VARIES ETULL CURB HAVE MAX CROSS SLOPE A ROLL FACE DIMINISHING AT RADIUS POINT. 25' MIN. R. EMOVE CURB LONGITUDINAL JOINT AMBULATORY RAMP SIDEWALK THRU RAMP SLOPE - 1:12 MAX t� a NEAT T SAW CUT SAW CUT --�It�-- TYPE 'G' A [STING CURB & GUTTER TO EXPANSION NEAT BE REMOVED - REPLACE STREET JOINT SAW CUT SURFACING AS NEEDED COMMERCIAL DRIVEWAY DETAIL N.TS. PA VEMENT PLAN SCALE VERTICAL N/A HORIZONTAL 1 °=20' PLOTTING SCALE: 1:1 FILE NAME: 15-389 SHEET C 3 ts. I SMOOTH DOWEL BAR 3/4"DIA. SEAL WITH EXPANSION JOINT MATERIAL � 1/2' X 16" O.C. ! S'''� OR FORMED, �- (COATED W/HEAVY GREASE) 1 1/8' TO 1/16' WIT-*�{ �+-H JOINT MATERIAL PER WIDE, 3/4' MINIMUM I I PLAN NON -EXTRUDING JOINT FILLER PER PUN RECYCLED MATERIAL, 3/4" THICK AS MANUFACTURED 0 JA ROVEE_DS EQM DIAMETER 0 TABLE O /18- G EAC ,INSIDE NOTE: CONTRACTION JOINTS Shall BE NOTES' THAN DIAMETER OF DOWEL BAR. CAP AT 13' MAX. SPACING 1. EXPASPACING JOINTS SHALL 8E AT BO MUST BE LONG ENOUGH TO COVER 2" MAX OF DOWEL AND MUST STOP SO END OF CONTRACTION JOINT SPACING CAP IS 1' FROM THE END OF BAR. N.T.S. EXPANSION JOINT DETAIL N.T.S. BENCHMARK INFORMATION TBM 1 N: 10188394.8832 E: 3577797.0696 ELEV : 309.33 (CORNER OF TRANSFORMER PAD) THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY : Schultz Engineering, LLC DLICECEN E DOYEN, P.E., ENSE N0. 109635 2730 Longmire, Suite A JULY 8, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 15-389 JULY 2015 THE OFFICES AT CAPROCK GREENS PRAIRIE CENTER PHASE 2A LOT 12R-A, BLOCK 5 -COLLEGE STATION, TX PAVEMENT JOINT PLAN SCALE VERTICAL N/A HORIZONTAL PLOTTING SCALE: FILE NAME: 15-389 SHEET C4 a. --------- 3n -� ,.. N/F ADZANO, LLC GREENS PRAIRIE PH 2A, BLOCK 5, LOT 9R—A, ACRES 0.54 12134/103 ZONED GC AND OV , .�- N N/F , t HOUSE HUGH ROBERT & PATRICIA t GREENS PRAIRIE PH 2A, BLOCK 5, LOT 1OR—A, ACRES 0.54 12569/010 ZONED GC AND OV N/F 4 J R HOUSE, LLC GREENS PRAIRIE PH 2A, BLOCK 5. W LOT 11 R—A, ACRES 0.65 12424/273 ZONED GC AND OV 6' MIN. DEPTH STONE (ASTM D448. 3- TO 5' DIAMETER) OVER GEOTEXTILE FABRIC WITH SAME SQUARE FOOTAGE. VARIES• 56 To ADO �. ..moo GRAVEL BAG TIsrLNG STREET�� f — —� NOTE: DRESS WITH ADDITIONAL STONE B' AS NEEDED. STONE IS TO BE +MIN. SO AS TO PREVENT ---L FROMAINED TRACKING MUD ONTO ADJACENT PUBLIC STREETS. EOTEXTILE FABRIC • MINIMUM 12' SHALL BE FULL WIDTH OF SITE SUBGRADE ENTRANCE SECTION A -A CONSTRUCTION EXIT SILT CONTROL DETAIL N.T.S. N/F BRAZOS TEXAS LAND DEVELOPMENT, LLC GREENS PRAIRIE PH 2A, BLOCK 5, LOT 6R—A. ACRES\0.57 G 11660/140 ZONED GC AND OV to �NF BRAZOS TEXAS LAND DEVELOPMENT. LLC GREENS PRAIRIE PH 2A, BLOCK 5,, LOT 5R-A. ACRES 0.72 11660/140 ---- j ZONED GC AND`OV GRAVEL NOTE, TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT —LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLET. • GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4' OR LESS GRAVEL. STORM DRAIN INLET PROTECTION DETAIL N.T.S. THE SEAL APPEARING ON THIS Schultz Engineering LLC DOCUMENT WAS AUTHORIZED BY DOYEN, P.E., ,:�,,, , LICEN E LICENSE N0. 109835 w - 2730 Longmire, Suite A JULY 8, 2015 College Station, Texas 77845 979.764.3900 TBPE N0.12327 RELEASED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 15-389 JULY 2015 DEVEN L. DOYEN 109835 FIRM # 12327 SCHULTZ ENGINEERING, LLC 2'X4' WIRE MESH (OPTIONAL) FASTENED TO T—POST 0R WOODEN STAKE METAL T—POST OR WOODEN STAKE AS REQUIRED TO MAINTAIN. SPACED 6' APART NATURAL GROUND-\ 20 10 0 20 SCALE IN FEET MIN. 3' r+ - SQUARE PLAN S' OF FILTER FABRIC TO SIB WALLS -1 6' TOP & 12' O.C.E.W. D. + 6- MIN. EXTEND INTO A TRENCH —BOTTOM SLAB SIDE WALLS AND BE ANCHORED WITH COMPACTED BACKFILL DIRE F 11AW #4 BARS 6'h-6' SIDE WALLS 4'X4` MIN iRENC 4.1. — l7 ALLOW 2.5' TO 5' AT TOE 70P & BOTTOM SLAB OF SLOPE FOR SEDIMENT 26—DAY CONCRETE 28—DAY NC ETE 4 BARS S' O.C.E.W. 20' TO ACCUMULATE. ALIGN STRENGTH . 30DD psi ENGTH: 3000 I OP do BOTTOM SLAB FENCE ALONG SLOPE CONTOURS. SECTTON A -A SECTION A -A SILT FENCE ASSEMBLY DETAIL SINGLE GRATE INLET DETAIL JUNCTION BOX DETAIL N.T.S. N.T.S. N.T.S. SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T—POST OR WOODEN STAKE WITH OPTIONAL WIRE MESH THE OFFICES AT CAPROCK GREENS PRAIRIE CENTER PHASE 2A LOT 12R-A, BLOCK 5 - COLLEGE STATION, TX SM. CAST IRON - AND FRAME 30' I.A.Ii..�I � SQUARE PLAN #4 BARS O.D. + 6' MN. 12' 0 C.EW #4 BARS EROSION CON[120L NOTES- 1. THE CONTRACTOR IS REOUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 2. EROSION CONTROL MEASURES SHOWN IN THESE PLANS SMALL BE CONSIDERED THE VERY MINIMUM REQUIRED. IT SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT ALL OTHER EROSION CONTROL MEASURES (DIVERSION BERMS, DRAINAGE STRUCTURES, SWALES, ADDITIONAL FENCING. ETC._) NECESSARY TO KEEP THE EXISTING IMPROVEMENTS AND DEVELOPMENTS FROM DAMAGE OF ANY KIND, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER THE AREA HAS BEEN DISTURBED. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED WHEN SEDIMENT LEVEL REACHES 25X CAPACITY. SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON SITE OR MAULING AWAY IF NOT SUITABLE FOR FILL 4. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. S. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. S. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2- OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 7. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. a. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. 9. CONSTRUCTION EXIT IS TO BE DRESSED WITH ADDITIONAL ROCK AS NEEDED AND MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. 10. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN DISTURBED BY CONSTRUCTION SHALL BE ADEQUATELY HYDROMULCHED OR BLOCK SODDED, AND WATERED UNTIL GROWTH IS ESTABLISHED. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. DRAINAGE NOTES- 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED FOR REUSE 2. BACKFILL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL 3. ALL STORM SEWER PIPE, EXCEPT AS NOTED. SHALL BE HOPE. HOPE PIPE SHALL MEET AASHTO M294, TYPE S WITH WATERTIGHT SEAL THE PROPOSED STORM SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL PLUMBING CODE THIS INCLUDES THE PIPE MATERIAL AND FITTINGS. 4. AREA INLETS AND JUNCTION BOXES MAY BE CAST IN PLACE OR PRECAST CONCRETE ALL CONCRETE FOR DRAINAGE CONSTRUCTION SHALL HAVE A MINIMUM 26—DAY COMPRESSIVE STRENGTH OF 3000 PSI. 5. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 5' OF PAVEMENT. S. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHAD. NOT USE THE CRY LOGO ON 7. ALL STORM SEWER IS PRIVATE UNLESS OTHER WISE NOTED. B. ALL EXPOSED ENDS OF STORM SEWER PIPE SHOULD HAVE CONCRETE END TREATMENTS IN ACCORDANCE WITH THE DETAILS IN THESE PLANS. 9. ALL DETENTION FACILITIES SHALL BE CONSTRUCTED FIRST. 10. CONTRACTORS SHALL USE FITTINGS, REDUCERS AND BENDS AS NECESSARY TO MAKE CONNECTIONS. RIVE E �T/<r- COLLEGE C0�VIPLI N JUL 14 2015 STATION ENGINEERING BENCHMARK INFORMATION TBM 1 N: 10188394.8832 E: 3577797.0696 ELEV : 309.33 (CORNER OF TRANSFORMER PAD) VICINITY MAP P� 4� `' 41elg� Cyr a .-i x PROJEC o LOCATION Q4 �4 NGT NOT TO SCALE EROSION CONTROL AND DRAINAGE PLAN SCALE VERTICAL N/A HORIZONTAL 10=20' PLOTTING SCALE: 1:1 FILE NAME: 15-389 il— SHEET C5 a. Jc" \ Jc" \ 11660/140 PRIVATE DRAINAGE - EASEMENT 11660/140 1 1 I \ I �J' WiWiii • � � . THE SEAL APPEARING ON THIS • . DOCUMENT WAS AUTHORIZED BY Schultz En �neerin LLC ��. � � DEVEN L DOYEN P.E. LICENSE NO. 109635 2730 longmire, Suite A JULY 8, 2015 College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO, DATE KERR DLD DLD JPS 15-389 JULY 2015 OF DEVEN L DOYEN X..�109835*�**� **I Imo'+.. c......�� FIRM 1 12327" SCHULTZ ENGINEERING. LLC IG UNDERGROUND flC LINE 10 5 0 10 \ SCALE IN FEET ' P \ ' b n. > n �A\ / 4 EXISTING 6" WATER LINE w 4" SEWER SERVICE JVV.VV — VVIYfYLVI IV BEND EXISTING SEWER SERVICE EANOUT 4" FL-300.46' 22' BEND f 13 LF OF 1 4" SEWER SERVICE 0 1.50% SLOPE I � 1 3 EXISTING FIRE HYDRANT ASSEMBLY 1 f THE OFFICES AT CAPROCK GREENS PRAIRIE CENTER PHASE 2A LOT 12R—A, BLOCK 5 —COLLEGE STATION, TX NON— STRUCTURALLLBACKFILLBACKBACKFILL PAVEMENT STRUCTURE PER PAYING CLEAN, EXCAVATED MATERIAL BACKnLLED AND COMPACTED ACCORDING TO OEO TECHNK:AL REPORT 12' MIN. PIPE O.D. 8 (S" MIN.) 12' MIN. THE TRENCH BOTTOM SHALL BE GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES COMPACTED CEMENT STABI— LIZED SAND, % SACK/CY, PLIGMILL ONLY. SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. ::jr MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE PIPE O.D. 12' MIN. SANK SAND, SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER AND STORM PIPE N.T.S. UTILITY PLAN UTILITY -NOTES-S- 1. THE CONTRACTOR SHALL GIVE THE APPROPRIATE UTILITY COMPANY A MINIMUM OF 72 HOURS NOTICE SO THAT THEIR FIELD REPRESENTATIVE MAY BE PRESENT, PRIOR TO CONSTRUCTION ACTIVITIES IN AND AROUND UTILITY EASEMENTS AND EXISTING UTILITIES. 2. THE CONTRACTOR SMALL COORDINATE ALL INSTALLATIONS OF SERVICE LINES, CONDUITS, METERS, ETC., WITH THE APPROPRIATE UTILITY COMPANY. 3 REGARDLESS OF ELEVATIONS SHOWN FOR MANHOLE RIMS, CLEAN -OUT COVERS, OR GRATES, THESE ITEMS SHALL BE PLACED FLUSH WITH THE PAVEMENT ELEVATIONS AND SLOPES. MANHOLES AND CLEAN -OUTS NOT IN PAVEMENT AREAS SHALL BE SET 3 INCHES ABOVE THE FINISH GRADE. 4. THE CONTRACTOR Shall COORDINATE ALL UTILITY INSTALLATION SO THAT GRADE CRITICAL ELEMENTS (I.E. STORM DRAIN, SANITARY SEWER, ETC.) DO NOT CONFLICT WITH NON -GRADE CRITICAL ELEMENTS (I.E. ELECTRICAL CONDUIT, WATER SERVICES, ETC.). 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL CONNECTIONS TO PUBLIC SYSTEMS AND INSTALLATIONS WITH REGULATORY INSPECTOR. S. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER COLLEGE STATION U71UTIES (CSU) OR BRYAN TEXAS UTILITIES (BTU) ELECTRICAL FLAN. 7. THE FIRE SUPPRESSION LINE SMALL. HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LLS82 LOCKING LID. AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR DESIGNEE, PRIOR TO INSTALLATION. & PUBLIC WATER & SEINER LINES CONSTRUCTION SMALL BE IN ACCORDANCE WITH THE BCS UNIFIED DESIGN GUIDELINES, STANDARD DETAILS, AND SPECIFICATIONS, 2012 EDITION. 0. PRIVATE WATER LINE AND PRIVATE SANITARY SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLUMBING CODE CLEANOUTS SHALL BE INSTALLED PER PLUMBING CODE. 10. PRIVATE WATER & SEWER LINE SERVICE MATERIALS TO BE ACCORDANCE WITH PLUMBING CODE. 11. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN 5' OF PAVEMENT. 12. DEPTH OF THE EXISTING WATER LINES TO BE VERIFIED BY THE CONTRACTOR. 13. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING B' SHALL BE PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS BEGUN BY ANY MECHANICAL. EQUIPMENT. 14. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SOUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER AND SHILL HAVE A MIN. 28 DAY STRENGTH - 2000 PSI 15. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHED 7 DAY STRENGTH. 1S. ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. 17. WATER LINE PIPE, FITTING, AND VALVES SHALL COMPLY WITH NFPA 'STANDARD FOR THE INSTALLATION OR PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES - 2010 EDITION'. E`1.EE��E FOR COKIII LIANNICE JUL 14 2015 !e F C L EGE STATION BENCHMARK INFORMATION TBM 1 N: 10188394.8832 E: 3577797.0696 ELEV : 309.33 (CORNER OF TRANSFORMER PAD) SCALE VERTICAL N/A HORIZONTAL 1 "=10' PLOTTING SCALE: 1:1 FILE NAME: 15-389 SHEET C6 Schultz Engineering, LLC 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO.12327 SURVEYED DESIGNER I DRAWN APPROVED JOB NO. DATE KERR I DLD DLD JPS 15-389 1 JULY 2015 THIS LANDSCAPE PLAN IS FOR PERMITTING ONLY AND IS NOT INTENDED FOR CONSTRUCTION THE OFFICES AT CAPROCK GREENS PRAIRIE CENTER PHASE 2A LOT 12R-A, BLOCK 5 -COLLEGE STATION, TX LANDSCAPE POINTS SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS 3.5" > CAL LIVE OAK (QUERCUS VIRGINIANA) CANOPY 2 300 Epp CREPE MYRTLE 1.25" CAL PER CANE (LAGERSTOEMIA 4 40 160 INDICA) NON -CANOPY WAXLEAF LIGUSTRUM 0 5 GAL (LIGUSTRUM 20 10 200 JAPONICUM) SHRUB TOTAL POINTS: 960 CANOPY TREE POINTS: 600 % POINTS FROM CANOPY TREES: 62.50a/a LANDSCAPE POINT CALCULATIONS PROJECT AREA POINTS PROJECT AREA (SF) 1000 SF OF PROJECT AREA 30 POINTS PER 1000 SF TOTAL PROJECT AREA POINTS 25,700 25.7 30 771 TOTAL POINTS REQUIRED: (800 MINIMUM) S00 TOTAL POINTS PROVIDED: 960 REVIE ED FOR COMPLIANCE JUL 10 2015 COLLEGE STATION DEVELOPMENT SERVICES PLAT FILED:1 • wQ�� GENERAL NOTES: 1. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK(NOT LOOSE. OR A PERENNIAL. GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY MWRBED DURING CONSTRUCTION. 2. REPLANTING OF EXISTING TREES SHALL. CALIPER PER CALIPER WHEN THE REMINDER OF THE LOTS DEVELOPED. IRRIGATION SYSTEM NOTES: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CflY ORDINANCE 2394. SIDEWALK OR PATH WHERE MARK LOCATION APPLICABLE GALVANIZED CARRIAGE INSTALL BOLT BOLT 3/e X 2' IN WALK EXTEND END 16' BEYOND CONCRETE AND TAPE BOTH ENDS 3' SCH 40 PVC PIPE IS' BELOW TOP OF GRADE TYR PVC SLEEVE DETAIL N.T.S. LANDSCAPE PLAN SCALE VERTICAL N/A HORIZONTAL 1°=10' PLOTTING SCALE: 1:1 FILE NAME: 15-389 SHEET