The URL can be used to link to this page

Home My WebLink AboutDrawingsa UsTowlel 61A, m I UTILITY, SITE. DRAINAGE. pA\�/EM►��\Y� t --\4P ROVE --\4E Ts TDI —BROOKS INTERNATIONAL CORPORATE HEADQUARTERS LABORATORY BUttDt\C-x, VICINITY MAP I NOT TO SCALE ligmArelMing 51 Imee GE03, Inc. 14379 SOUTH DOWLING ROAD COLLEGE STATION, TX 77845 (9'79)693-3446 '/0 07 C1 SITE PLAN SHEET 1 OF 2 C2 SITE PLAN SHEET 2 OF 2 Su"HULTZ ENGTINEERING-7, C3 SEDIMENT 8c EROSION CIONINUL PLAN C4 GRADING PLAN TPPE FIRM REGISTRATION NO. 12327 2 3D LONGMIRE, SUITE A C5 PLAN & PROFILE — PRI ATE DRIVE 1 COLLEGE STATION, TEXAS 77845 C6 PLAN & PROFILE — PRI ATE DRIVE 2 979.764.3900A1.3 LANDSCAPE PLAN ............ .........::. ♦ JOSEPH P. SCHUL ♦......................... 6588 F-12327 SCHULTZ ENGINEERING, LLC. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E. #65889 ON SEPTEMBER 28, 2011. ISSUED FOR CONSTRUCTION '/0 07 UTILITY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 13 GPM MAXIMUM (PEAK) 52 GPM 2" DOMESTIC WATER METER *NOTE: 2" METER SIZE NEEDED FOR FUTURE BUILDING SANITARY SEWER DEMAND ON-SITE SEWAGE FACILITY (OSSWi DESIGN PARAMETERS: A LAB FACILITY OF APPROXIMATELY 10,000 SF WITH 30 EMPLOYEES ® 12 GPD AND AN OFFICE FACILITY OF APPROXIMATELY 10,000 SF WITH 30 EMPLOYEES ® 5 GPD, WITH WATER SAVING FIXTURES, ON A 51.994 ACRE TRACT, Q=30 EMPLOYESS x 12 GPD + 30 EMPLOYEES x 5 GPD = 360 + 150 = 510 GPD, Ra=0.045 A=Q/Ri=510 GPD/0.045=11,333 SF REQUIRED A=4(31'x31'x3.14)=12,070 SF DESIGNED PARKING ANALYSIS REQUIRED PARKING: 9,815 SF OFFICE 1 SPACE PER 250 SF 40 SPACES 40 SPACES REQUIRED TOTAL 1 HANDICAP SPACE REQUIRED PROPOSED PARKING: 40 SPACES PARKING 1 SPACE HANDICAP PARKING 41 SPACES TOTAL A1 " 4 1 T CT D. R.1 CA�Np C LLE 2 .19 AC E 17\ l 37 /72 TTE Z NE A- \ \ I 16%47 - .27 B�A N/F (R(REAR� I DAVID GOLD AND TERESA GOLD / / 10.0543 ACRE TRACT C % / S�I13 / EXISTING / CITY LIMIT UNPLATTED POND LINE �� \ / f < ZONED A-0 --- / / / / / P 2l�' .U. �j// "`� , ,�Y GENERAL I - NOTES: 1. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. PAVEMENT DEPTHS: REFER TO SHEET C2 FOR PAVEMENT DEPTHS. 3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL TOPOGRAPHY PREPARED IN 2005. 4. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. 5. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 6. BUILDING SETBACK I INES SHALL BE IN ACCORDANCE WITH THE CIT( OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 8. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE LIDO. (vol. SIDE / � --- \ \ \ ✓ �> / / 1 / / 1 I J N/F Curve Table �9 W6BACK/ 20' P U.E. 1 \ / I / n7 \ \ \ \\ l STUF4ED �� ry°y / (yoi '/ J I IRMA JOSEPHINE BENTON CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION IMIT9lCALLED 15.41 ACRE TRAC0A�FEA Pf�ASE 362/473 C1 209.65' 2814.67 004'16'04" 104.87 209.60' S24'13'35'E ti`' �-- -.� / �/� �� -� LINE �"' \ \ / / I UNPLATTED EXISTING / 12" WATERLINE / '�� ^\ �\ J / 1 / / `` l •� �6---- �- \ ' , ( 1 ZONED A-0 BACK _ O.� d/��j /'(::/• /` �:. ��, EXISTING 5p,OlySGE�� J DETENTION POND DISTURBED RE FIRE AREA LIMI0 X LANE ANE AND PHASELOTS, BL N r. LINEgGN �\51.7191CR FI g8SL�NED A i I) I 20/ P.U.E. LA jBc FIRE (vol. SILANE 1 / r> l IGN \ / J I P9•NN ) 12" RL NE ��1 FI �� ;•,.: % �' / ;.. t / r / ��FIRN/ST4BE� LAES�G N A D PSE.:., �F\rlI�RE i C� J /f II DRIVEWAY p -339SiiIsAR LT I ' . %- SIGN ` ANE y �,. 'J ( ��► I` / ;`" ( •,ryV NE / �� PROP 'SED .�► I o /U. �:;. SIGN i �� tt o „1` FIRE /YDRANT / !.' f i WIDI VA`{IES ii / / / 1,'if,.,r ,. J; 2 t3 WVTF (v i.z� .:h,,FIRE MR \ LANE r I i r� "� / '-:- 1 2 L NE ., j SIGN � \ i W IC TTY LIMIT ^� LINE ti ,SIGN .� DIS URBE LIMIT :.� /,/ _.•. z4 FIRE N OSSF I \ C \ � D SE LANE PROPOSED SPRAY FIRE SIGN FIRE HYD ANTFIELDS a� y� LAN (Vol. P.U.E. / \ ~\\ -b 15P.U.E. PROPOSE ` 12" WATERLINE W-1 r tF! LANE FIR SIGN \� `41 EXISTING \ 50' 6" WATERLINE \� �.. FRONT SETBACK 9 FIRE I y \ DISTURBED LANE EXISTING/ 100 50 0 100 SCALE IN FEET LEGEND EXISTING I BUILDING -- DRIVEWAY -- _ -� ��` 2".U.E. AND PHASE SIGN 16,324 SF N/F AREA LIMIT (Vol. LINE EPTING, RICHARD GLENN JR \ �- `` P9 • -) 20' BTU ELECTRICAL �- �� ___ LOT 11 , 9424/206 XISTI HILOH SUBDIVISION 289/219 EASEMENT 9,� \� \ & 9424/274 UILDIN ZONED A-0 20' P.U.E. 9� \ -\ 20 P.U.E. J FIRE �\�� '% (Vol. (Vol. _ LANE SIGN EXISTING/- -284- - EXISTING CONTOUR LOT BOUNDARY I FIRE HYDRANT 4 GATE VALVES W-8 PROPOSED WATER LINE 0 EXISTING TREE ® n®®m ®®®men ®eos ■® CITY LIMIT LINE DISTURBED AREA LIMIT AND PHASE LINE - ST- Sr- ST- ST- ST- a- ST- PROPOSED STORM SEWER PIPE �-- �--- ' DITCH FLOWLINE LINE TABLE UNE LENGTH DIRECTION L1 217.74' S68' 24' 47'W L2 206.97' S70' 01' 48'W L3 110.13' . S71' 40' 52`W L4 108.61' S75' 43' 32'W L5 215.99' S82' 48' 15'W L6 98.89' S83' 56' 08'W L7 159.46' S85' 44' 30"W L8 134.33' N87' 32' 32'W L9 149.16' 1 N82' 15' 23-W (vol. SIDE / � --- \ \ \ ✓ �> / / 1 / / 1 I J N/F Curve Table �9 W6BACK/ 20' P U.E. 1 \ / I / n7 \ \ \ \\ l STUF4ED �� ry°y / (yoi '/ J I IRMA JOSEPHINE BENTON CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION IMIT9lCALLED 15.41 ACRE TRAC0A�FEA Pf�ASE 362/473 C1 209.65' 2814.67 004'16'04" 104.87 209.60' S24'13'35'E ti`' �-- -.� / �/� �� -� LINE �"' \ \ / / I UNPLATTED EXISTING / 12" WATERLINE / '�� ^\ �\ J / 1 / / `` l •� �6---- �- \ ' , ( 1 ZONED A-0 BACK _ O.� d/��j /'(::/• /` �:. ��, EXISTING 5p,OlySGE�� J DETENTION POND DISTURBED RE FIRE AREA LIMI0 X LANE ANE AND PHASELOTS, BL N r. LINEgGN �\51.7191CR FI g8SL�NED A i I) I 20/ P.U.E. LA jBc FIRE (vol. SILANE 1 / r> l IGN \ / J I P9•NN ) 12" RL NE ��1 FI �� ;•,.: % �' / ;.. t / r / ��FIRN/ST4BE� LAES�G N A D PSE.:., �F\rlI�RE i C� J /f II DRIVEWAY p -339SiiIsAR LT I ' . %- SIGN ` ANE y �,. 'J ( ��► I` / ;`" ( •,ryV NE / �� PROP 'SED .�► I o /U. �:;. SIGN i �� tt o „1` FIRE /YDRANT / !.' f i WIDI VA`{IES ii / / / 1,'if,.,r ,. J; 2 t3 WVTF (v i.z� .:h,,FIRE MR \ LANE r I i r� "� / '-:- 1 2 L NE ., j SIGN � \ i W IC TTY LIMIT ^� LINE ti ,SIGN .� DIS URBE LIMIT :.� /,/ _.•. z4 FIRE N OSSF I \ C \ � D SE LANE PROPOSED SPRAY FIRE SIGN FIRE HYD ANTFIELDS a� y� LAN (Vol. P.U.E. / \ ~\\ -b 15P.U.E. PROPOSE ` 12" WATERLINE W-1 r tF! LANE FIR SIGN \� `41 EXISTING \ 50' 6" WATERLINE \� �.. FRONT SETBACK 9 FIRE I y \ DISTURBED LANE EXISTING/ 100 50 0 100 SCALE IN FEET LEGEND EXISTING I BUILDING -- DRIVEWAY -- _ -� ��` 2".U.E. AND PHASE SIGN 16,324 SF N/F AREA LIMIT (Vol. LINE EPTING, RICHARD GLENN JR \ �- `` P9 • -) 20' BTU ELECTRICAL �- �� ___ LOT 11 , 9424/206 XISTI HILOH SUBDIVISION 289/219 EASEMENT 9,� \� \ & 9424/274 UILDIN ZONED A-0 20' P.U.E. 9� \ -\ 20 P.U.E. J FIRE �\�� '% (Vol. (Vol. _ LANE SIGN EXISTING/- -284- - EXISTING CONTOUR LOT BOUNDARY I FIRE HYDRANT 4 GATE VALVES W-8 PROPOSED WATER LINE 0 EXISTING TREE ® n®®m ®®®men ®eos ■® CITY LIMIT LINE DISTURBED AREA LIMIT AND PHASE LINE - ST- Sr- ST- ST- ST- a- ST- PROPOSED STORM SEWER PIPE �-- �--- ' DITCH FLOWLINE \ DETENTION V., %. / \\ POND FIRE \\\ 20' Si I -� \� SIDE 'C" y \ \ SETBACK DR(Vol- TO -�' ;►J IVEWAY \� �.�,_ :• � / 2 0l. P.U.E. \\\ � � j //�j-/o5•� � '- TO BE \ LAN pg - REMOVED \ n SIGN � f-- EXISTING �� - _-- ^` // N/F CHARLES MICHAEL FULFER AND SERVICE \l < / WIFE, KAREN MARIE FULFER CALLED 5.00 ACRE TRACT DRIVEWAY 1 OC87/ 194 DRIV EBE / UNPLATTED TO REMOVED '� -- n ZONED A-0 SCHULTZ ENGIISTEERING LLC THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TBPE NO. 12327 JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College SLaLion, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-180 SEPTEMBER 2011 ..*.r .................... *. JOSEPH P. SCHULTZ FIRM # 1232 SCHULTZ ENGINEERING, LLC TDI -BR 0 OKS INTERNATIONAL CORPORATE HEAD Q UAR TER S LABORATORY BUILDING SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS r. ".EXISTING C a :. ; �• �': DRIVEWAY 1. �HE OWNER OF THE PROPERTY IS GE03, INC THE SUBJECT PROPERTY IS LOT 1, BLOCK 1 OF IE TDI -BROOKS INTERNATIONAL CENTER, PROPERTY IS ZONED AO - AGRICULTURE OPEN. 2. PROPOSED BUILDING A IS 1 STORY, 20' HIGH, 9,815 SF AND FF=330.5'. 3. E DISTURBED AREA FOR THIS PROJECT IS 7.773 ACRES (338,594 SF). 4. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 48041 CO200-C, EFFECTIVE JULY 2, 1992. 5. RAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS' 6.li, NDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 7. E IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 8. ERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. THE BUILDING IS 9,815 SF 'YPE 1118 CONSTRUCTION AND ACCORDING TO IFC TABLE B105.1 "MINIMUM REQUIRED FIRE-FL01 ND FLOW DURATION" THIS BUILDING REQUIRES 2,250 GALLONS PER MINUTE. THE BUILDING'S RE SPRINKLER SYSTEM ALLOWS FOR A 50% REDUCTION IN THAT REQUIREMENT (1,125 GALLON ER MINUTE). THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IS 1,500 ALLONS PER MINUTE. ACCORDING TO IFC TABLE C105.1 "NUMBER AND DISTRIBUTION OF FIRE RANTS" A 1,500 GPM FIRE FLOW REQUIRES ONLY ONE FIRE HYDRANT. 9. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 10. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2010 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 11. -EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WITH THE UNIFIED DEVELOPMENT RDINANCE. 12. 1 PARKING SPACES ARE PROVIDED FOR THIS SITE. 40 SPACES ARE REQUIRED (1 PER 250 SF F BUILDING AREA). 13. THIS LOT WILL BE SEWERED BY ON-SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. IS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT R THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. 14. ELECTRICAL SERVICE FLR THIS SITE IS PROVIDED BY BRYAN TFXAS UTILITIES, BTU. 15. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLOT FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS, AND LANDSCAPING IN ACCORDANCE WITH ORDINANCES REGARDING BUILDING PLOTS OVER 50,000 SQUARE FEET IN AREA. 16. THE FOLLOWING BLANKET EASEMENTS APPLY TO THIS TRACT: -CITY OF BRYAN 144/108 -WELLBORN WATER SUPPLY CORP. 303/288 -CITY OF BRYAN 548/539 AT THE TIME OF THE FILING OF THIS PLAT, THE BLANKET EASEMENTS- DO APPLY. THESE EASEMENTS ARE BLANKET IN NATURE AND HAVE NO DEFINED DESCRIPTION. 17. NO HAZARDOUS MATERIAL MAY BE DISPOSED IN THIS SITE'S SANITARY SYSTEM. 18. 'A KNOX BOX WILL BE PROVIDED FOR THIS BUILDING AND THE OWNER WILL BE ADVISED OF A KNOX SWITCH FOR GATED ENTRANCE, IF PROVIDED. 19. THE REQUIRED PARKING ISLAND SQUARE FOOTAGE IS CALCULATED BY THE FORMULA (# OF PARKING SPACES/15)*180. WITH 41 PARKING SPACES THIS SITE REQUIRES 492 SQUARE FEET OF PARKING ISLANDS. THE PROPOSED PARKING LOT EXCEEDS THE REQUIRED AMOUNT. 20. THE DRIVEWAY AT IG&N WILL REQUIRE A PERMIT FROM THE BRAZOS COUNTY ROAD AND BRIDGE UNG R�� oow Som DRIVEWAY TO BE REMOVED / SKETCH OF EXISTIN , DRIEWAYS N.T.S. 11 NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. g 3,. 1/4"R-- 5, 12" J. - 3"- h v V- 4 I V- • 3" 3. 3" 2,. -- � ! 4'. �! 3„ i e - #4 BARS 0 = 3/4" X 18" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. EMENT '-- 8" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 7" AS SHOWN ON THE PLAN (SHEET C2) * 6" PAVEMENT - USE ##3 REBAR 0 12" O.C.E.W. OR USE ##4 REBAR 0 16" O.C.E.W. * 7" PAVEMENT - USE ##4 REBAR 0 16" O.C.E.W. TITICAL CONCRETE PAVING SECTION N.T.S. ! SITE PLAN SHEET 7 OF 2 119 j I -DRIVE AY TO B REM D VICINITY MAP INTERNATIONAL CENTE BLOCK 1, LOT 17 51.719 ACRES ANDREW McMAHAN SURVEY, A-167 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1"=100' AUGUST 2011 OWNER: ENGINEER: I GE03, Inc. SCIIULTZ E\GINEERING, LLC 14379 SouLh Dowling Road TBPE Firm Reg. No. 12327 College Station, TX 77445 2730 Longmir c Drive, Sui c A (979)693-3446 College Station, Texas 778 5 P. 0. Box 11995 SURVEYOR: College Station, Texas 774 2 Brad Kerr, R.P.L.S. No. 4502 979.764.3900 Kerr Surveying, LLC 505 Church Avenue (979) 690-7250 SCALE VERTICAL n/a HORIZONTAL 1"=100' PLOTTING SCALE: 1:1 FILE NAME: 11-180 SHEET �i 1 REVISED PRIVATE DRIVE ALIGNMENT JPS 11/23/2011 MARK REVISION BY DATE \ DETENTION V., %. / \\ POND FIRE \\\ 20' Si I -� \� SIDE 'C" y \ \ SETBACK DR(Vol- TO -�' ;►J IVEWAY \� �.�,_ :• � / 2 0l. P.U.E. \\\ � � j //�j-/o5•� � '- TO BE \ LAN pg - REMOVED \ n SIGN � f-- EXISTING �� - _-- ^` // N/F CHARLES MICHAEL FULFER AND SERVICE \l < / WIFE, KAREN MARIE FULFER CALLED 5.00 ACRE TRACT DRIVEWAY 1 OC87/ 194 DRIV EBE / UNPLATTED TO REMOVED '� -- n ZONED A-0 SCHULTZ ENGIISTEERING LLC THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TBPE NO. 12327 JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College SLaLion, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-180 SEPTEMBER 2011 ..*.r .................... *. JOSEPH P. SCHULTZ FIRM # 1232 SCHULTZ ENGINEERING, LLC TDI -BR 0 OKS INTERNATIONAL CORPORATE HEAD Q UAR TER S LABORATORY BUILDING SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS r. ".EXISTING C a :. ; �• �': DRIVEWAY 1. �HE OWNER OF THE PROPERTY IS GE03, INC THE SUBJECT PROPERTY IS LOT 1, BLOCK 1 OF IE TDI -BROOKS INTERNATIONAL CENTER, PROPERTY IS ZONED AO - AGRICULTURE OPEN. 2. PROPOSED BUILDING A IS 1 STORY, 20' HIGH, 9,815 SF AND FF=330.5'. 3. E DISTURBED AREA FOR THIS PROJECT IS 7.773 ACRES (338,594 SF). 4. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 48041 CO200-C, EFFECTIVE JULY 2, 1992. 5. RAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS' 6.li, NDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 7. E IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 8. ERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. THE BUILDING IS 9,815 SF 'YPE 1118 CONSTRUCTION AND ACCORDING TO IFC TABLE B105.1 "MINIMUM REQUIRED FIRE-FL01 ND FLOW DURATION" THIS BUILDING REQUIRES 2,250 GALLONS PER MINUTE. THE BUILDING'S RE SPRINKLER SYSTEM ALLOWS FOR A 50% REDUCTION IN THAT REQUIREMENT (1,125 GALLON ER MINUTE). THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IS 1,500 ALLONS PER MINUTE. ACCORDING TO IFC TABLE C105.1 "NUMBER AND DISTRIBUTION OF FIRE RANTS" A 1,500 GPM FIRE FLOW REQUIRES ONLY ONE FIRE HYDRANT. 9. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 10. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2010 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 11. -EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WITH THE UNIFIED DEVELOPMENT RDINANCE. 12. 1 PARKING SPACES ARE PROVIDED FOR THIS SITE. 40 SPACES ARE REQUIRED (1 PER 250 SF F BUILDING AREA). 13. THIS LOT WILL BE SEWERED BY ON-SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. IS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT R THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. 14. ELECTRICAL SERVICE FLR THIS SITE IS PROVIDED BY BRYAN TFXAS UTILITIES, BTU. 15. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLOT FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS, AND LANDSCAPING IN ACCORDANCE WITH ORDINANCES REGARDING BUILDING PLOTS OVER 50,000 SQUARE FEET IN AREA. 16. THE FOLLOWING BLANKET EASEMENTS APPLY TO THIS TRACT: -CITY OF BRYAN 144/108 -WELLBORN WATER SUPPLY CORP. 303/288 -CITY OF BRYAN 548/539 AT THE TIME OF THE FILING OF THIS PLAT, THE BLANKET EASEMENTS- DO APPLY. THESE EASEMENTS ARE BLANKET IN NATURE AND HAVE NO DEFINED DESCRIPTION. 17. NO HAZARDOUS MATERIAL MAY BE DISPOSED IN THIS SITE'S SANITARY SYSTEM. 18. 'A KNOX BOX WILL BE PROVIDED FOR THIS BUILDING AND THE OWNER WILL BE ADVISED OF A KNOX SWITCH FOR GATED ENTRANCE, IF PROVIDED. 19. THE REQUIRED PARKING ISLAND SQUARE FOOTAGE IS CALCULATED BY THE FORMULA (# OF PARKING SPACES/15)*180. WITH 41 PARKING SPACES THIS SITE REQUIRES 492 SQUARE FEET OF PARKING ISLANDS. THE PROPOSED PARKING LOT EXCEEDS THE REQUIRED AMOUNT. 20. THE DRIVEWAY AT IG&N WILL REQUIRE A PERMIT FROM THE BRAZOS COUNTY ROAD AND BRIDGE UNG R�� oow Som DRIVEWAY TO BE REMOVED / SKETCH OF EXISTIN , DRIEWAYS N.T.S. 11 NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. g 3,. 1/4"R-- 5, 12" J. - 3"- h v V- 4 I V- • 3" 3. 3" 2,. -- � ! 4'. �! 3„ i e - #4 BARS 0 = 3/4" X 18" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. EMENT '-- 8" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 7" AS SHOWN ON THE PLAN (SHEET C2) * 6" PAVEMENT - USE ##3 REBAR 0 12" O.C.E.W. OR USE ##4 REBAR 0 16" O.C.E.W. * 7" PAVEMENT - USE ##4 REBAR 0 16" O.C.E.W. TITICAL CONCRETE PAVING SECTION N.T.S. ! SITE PLAN SHEET 7 OF 2 119 j I -DRIVE AY TO B REM D VICINITY MAP INTERNATIONAL CENTE BLOCK 1, LOT 17 51.719 ACRES ANDREW McMAHAN SURVEY, A-167 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1"=100' AUGUST 2011 OWNER: ENGINEER: I GE03, Inc. SCIIULTZ E\GINEERING, LLC 14379 SouLh Dowling Road TBPE Firm Reg. No. 12327 College Station, TX 77445 2730 Longmir c Drive, Sui c A (979)693-3446 College Station, Texas 778 5 P. 0. Box 11995 SURVEYOR: College Station, Texas 774 2 Brad Kerr, R.P.L.S. No. 4502 979.764.3900 Kerr Surveying, LLC 505 Church Avenue (979) 690-7250 SCALE VERTICAL n/a HORIZONTAL 1"=100' PLOTTING SCALE: 1:1 FILE NAME: 11-180 SHEET �i 1 SIWALK IF t I EQUIPMENT EXISTING \ \ ' I ' YARD "I � DETENTION POND PROPOSED LAB BUILDING FF=330.5 \ � 9,815 SF 25' BLDG. HT. r`' I OLL-OFF r'GARBAGE I i All I ! '01 O TAINERS M I r I 1 , ' WALL / r -- - / / / \ I rT / 'y - OSSF LINE s- / P / KLER P LINE FDC I E SPRINKL I LI U.E I. o E URB \ / 'MARK NG 2" GATE \� / /� ,1ti1i:.�tt�.- ' i 6 FIRE VALVE ! SPRINKLER SERVICE LINEst \ / FIRE /2URB " DOMESTIC \ / •: 7 t , 44 t. �� 7, {� ,11 / 6 ISOLATION MARK WATER / VALVE (SEE NOTE 7) SERVICE ' 0— / 2" WATER / 61sX2" METER TEE 1 IRRIGATION -' "---331 / 1 T 1, S�• r' , t , EWALK `{ i Lam•, -1-'i �1_.y i:.�.:� i._i.. _ti.. '-1_f:=y: .:4�.; .tet- t-.�-� 1-• ::'It . ' , ', � .l I ; {�-'L,--,._K 1 , .-IA— s y , ; ; , FIRE I AN t ; r 1 " t LANE '' SIGN .. � 2— ) IIT , -1-1.1^ 1 � � � � t' i._t- •t•-•1"7 l t_ 1 l S _� -7 f i d _4Ljh, ,_ _.�;- j 't'-? t .t..L•,- k 1 210 5F 210 SF - 12" - FIRE LANE MARKINGS ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH (4") WHITE LETTERING STATING "FIRE 18" DESK;iV TM LANE — NO PARKING — TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET / PARKWG APART. ONLY A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES (18") IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE NOTES: PROPERTY. SUCH SIGNS SHALL BE TWELVE INCHES / (12") WIDE AND EIGHTEEN INCHES HIGH, WITH A 1. THE SIGN SHALL BE 12" WIDE BY 18" IN COMPANION SIGN TWELVE INCHES (12") WIDE AND SIX DISTURBED HEIGHT AND BE MOUNTED IN THE LOCATION INCHES (6") HIGH STATING "TOW -AWAY ZONE". SUCH ' AREAMIT SHOWN. SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND (LIAND PHASE 2. SIGN SHALL BE PAINTED ON WHITE WITH SYMBOLS, LETTER AND BORDER IN RED. LINE \ BACKGROUND WITH SYMBOLS, LETTERS, AND THE FIRE LANE LINE SHOWN ON THE PLAN IS FOR BORDER IN RED. REVIEW PURPOSES ONLY. A SIGN WILL BE PLACED 1 3. SIGN SHALL COMPLY WITH THE CoCS FIRE AT THE ENTRANCE OF THE PROPERTY. o top of tube. Paint tube and cap. II111� 1111T111111� �=X111111==�I1111� .=111 =1111111111 =1111111-11111:01111 'illl!= 8111 cull � �IIII11=1��=1111111�111�I_:�.Il 11111= �=1T= III 7111111==111 .=1111 MIIIIII,»TIIII 0111111-=11-IT11111 N.T.S. ,CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATIO OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (800) 545-6005 (800) 344-8377 SUDDEN LINK COMMUNICATIONS: (979) 846-2229 1 VERIZON: (800) 344-8377 2. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER ; CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DIMURDLI.' AREAS. c 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFIC AND WELLBORN SLID STAFF. 4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 ' SUBPART P FOR TRENCH SAFETY REQUIREMENTS. r w o B All characters must be 5. SEE SHEET C6 FOR PAVEMENT DETAILS r 15' HDPE PIE o 3 = BEGIN 40 LF m 0.50x. _ ' I I 60 minimum above FIE f T—) 6. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLCT NE STANDAR W/ sH:1v s..T.'s rade or sidewalk. , q ! 8" FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS A LANDSCAPING ACCORDANCE WITH ORDINANCES REGARDING BUILDING S C RB CURB I AND LAN NG IN ACC P T • . • t-- . - "i -t. 26 , ; �b- , + M NRKING OVER 50,000 SQUARE FEET IN AREA. 7. ADA SIGN DETAIL THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION Lz-, r;:. I _ +_ ,' I VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR ECEICAL ,_s , i ' N.T.S. USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE RM --'y-; ' y 1 t r - APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 1 ' ' I '1:_ I d' ''' a � t �• l' GNAGELEGEND ,, ' I / \ 30 LF OF 1-6 " —284— EXISTING CONTOUR "' �.l s�:.-: , • • s � , ; ,� 7 { . - PVC SLEEVE — — ' l I t•; . _ I OSED RACK BOUNDARY FIR FIRE HYDRANT �? i• )S F C GATE VALVES INKS MAR 1 G. �.r...,.-�, r IF •, �; `f .':-�- (� / y 7'' i W-8 PROPOSED WATER LINE �: •"!�' (?� M l•'.; \ �, s i. Lir, ACCESSIBLE ROUTE 32 LF OF 4" M s s-6 s -e s-8 s -e 1 < >( �>, `'t , " ftitr ,` ADS PIPE 3 I i tt 30 15 0 30 DITCH OR SWALE FLOWLINE / LEEu M ' / ', 3 LF OF $ ;` PR POSED i �'- ..,,:yr ,i �l"`i-'w\••'' - `� r.. RUNOFF FLOW DIRECTION i / :` re tip F C,t 'Y f r L A PIPE O WATER LIE FI HYDRANT ' # DO ESTIC SEWER I 1` WA RLINE 6" CONCRETE ,. ,. 1 IRRIGATION/ PAVEMENT DEPTH / METER 6 - 33 6 _�- ry W-6 s \ PROPOSED 2 „ ' , rr ��i4I�i.I1rYt--7'.N4 rt,`',,•7;}� !.-.y�'a",'''4{'lirita,. 0 - ' d r r ':• i,, ar M n M M WATER METERY,�, M ' a r 7 CONCRETE • •< FD - PAVEMENT DEPTH 330 ' i_____ ' SEE INSET A ' \ ,,';rOSSF r�,, 331 SPRAY t? z` � �,,..• r"'-'- � ` / '- •' •.r �y� �nM ! e. .. to t3 `- ✓•. ` I f / Y a 7, ti r 5 y 1� ♦ \ *!" r, n y -r6r ��F 2 4- �. 'r. , t .,A.'Y? I 1 n ISOLATION ' -'� FIELDS -r r. 7 ENHANCED CONCRETE gtv 32 LF OF /8" ti % VALVE ' tea, r:r�swN��,�tt _ F `� ,`Yrr s - PAVEMENT DEPTH ADS IPE ! (SEE NOTE 7 R I SLEEVE FO VIP o WAT�R LIME T 15" HDPE PIPE I ' r� r l s ,9;�' �r4,! �N, •., F 40 LF 0.50 „ \ Vor l�bt, SiuALa �t W/ 6H:1N S.E.�}. 40" LF PO 01 80% / / / I 30 LX OF 18" W/ 5H:1V S.E.T.'s J 7 R A S PIPE 70 W'i , ft,4atrti rriC F r. PROPOSED \ FL= 31.25 is lk,a r Su, - << 12 WATERLINE W-1 \ \ FOR FLITURE WATERLINE u,• •. 3�<:,��' � u��xn �� t , t r a .tj'a • .' / `itt` / ' .... � '-` \ •y�''�' '� n L iq.-�'�,�FFt,,tp '�rrr.c. \ ', ^ � �_ "_- `'� + l , , �� 'yL / •--'' I / `c',�; 7 i�r-r "`, 'I�'illy, 4 •Y,_ r 1 j VIP/ in��?xfk 30 L OF 3-6 x'�';�, PVC ,SL'EEVE _lhrr�, FOR FUTURE TELECOMMUNICATIONS LINE .r ' �•ru c a t:l u PRIVATE METER I , 1 6" GATE PUBLIC L 1 VALVE W-12 W 12 W-12 W 12 1F-12 / i ' i •'. ,tom 3 / / / / ,.. \ / 1211X6" \ TEE SAI INSET A NTS / PARKING 12'x18" reflective finish metal _ t sign o, � T 12'x9" reflective finish metal � sign 2x2 galvanized steel tube column T Ci set in concrete footing. T Provide � galvanized steel cap welded o top of tube. Paint tube and cap. II111� 1111T111111� �=X111111==�I1111� .=111 =1111111111 =1111111-11111:01111 'illl!= 8111 cull � �IIII11=1��=1111111�111�I_:�.Il 11111= �=1T= III 7111111==111 .=1111 MIIIIII,»TIIII 0111111-=11-IT11111 N.T.S. ,CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATIO OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (800) 545-6005 (800) 344-8377 SUDDEN LINK COMMUNICATIONS: (979) 846-2229 1 VERIZON: (800) 344-8377 2. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER ; CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DIMURDLI.' AREAS. c 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFIC AND WELLBORN SLID STAFF. 4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 ' SUBPART P FOR TRENCH SAFETY REQUIREMENTS. r w o B All characters must be 5. SEE SHEET C6 FOR PAVEMENT DETAILS r 15' HDPE PIE o 3 = BEGIN 40 LF m 0.50x. _ ' I I 60 minimum above FIE f T—) 6. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLCT NE STANDAR W/ sH:1v s..T.'s rade or sidewalk. , q ! 8" FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS A LANDSCAPING ACCORDANCE WITH ORDINANCES REGARDING BUILDING S C RB CURB I AND LAN NG IN ACC P T • . • t-- . - "i -t. 26 , ; �b- , + M NRKING OVER 50,000 SQUARE FEET IN AREA. 7. ADA SIGN DETAIL THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION Lz-, r;:. I _ +_ ,' I VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR ECEICAL ,_s , i ' N.T.S. USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE RM --'y-; ' y 1 t r - APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 1 ' ' I '1:_ I d' ''' a � t �• l' GNAGELEGEND ,, ' I / \ 30 LF OF 1-6 " —284— EXISTING CONTOUR "' �.l s�:.-: , • • s � , ; ,� 7 { . - PVC SLEEVE — — ' l I t•; . _ I OSED RACK BOUNDARY FIR FIRE HYDRANT �? i• )S F C GATE VALVES INKS MAR 1 G. �.r...,.-�, r IF •, �; `f .':-�- (� / y 7'' i W-8 PROPOSED WATER LINE �: •"!�' (?� M l•'.; \ �, s i. Lir, ACCESSIBLE ROUTE 32 LF OF 4" M s s-6 s -e s-8 s -e 1 < >( �>, `'t , " ftitr ,` ADS PIPE 3 I i tt 30 15 0 30 DITCH OR SWALE FLOWLINE / LEEu M ' / ', 3 LF OF $ ;` PR POSED i �'- ..,,:yr ,i �l"`i-'w\••'' - `� r.. RUNOFF FLOW DIRECTION i / :` re tip F C,t 'Y f r L A PIPE O WATER LIE FI HYDRANT ' # DO ESTIC SEWER I 1` WA RLINE 6" CONCRETE ,. ,. 1 IRRIGATION/ PAVEMENT DEPTH / METER 6 - 33 6 _�- ry W-6 s \ PROPOSED 2 „ ' , rr ��i4I�i.I1rYt--7'.N4 rt,`',,•7;}� !.-.y�'a",'''4{'lirita,. 0 - ' d r r ':• i,, ar M n M M WATER METERY,�, M ' a r 7 CONCRETE • •< FD - PAVEMENT DEPTH 330 ' i_____ ' SEE INSET A ' \ ,,';rOSSF r�,, 331 SPRAY t? z` � �,,..• r"'-'- � ` / '- •' •.r �y� �nM ! e. .. to t3 `- ✓•. ` I f / Y a 7, ti r 5 y 1� ♦ \ *!" r, n y -r6r ��F 2 4- �. 'r. , t .,A.'Y? I 1 n ISOLATION ' -'� FIELDS -r r. 7 ENHANCED CONCRETE gtv 32 LF OF /8" ti % VALVE ' tea, r:r�swN��,�tt _ F `� ,`Yrr s - PAVEMENT DEPTH ADS IPE ! (SEE NOTE 7 R I SLEEVE FO VIP o WAT�R LIME T 15" HDPE PIPE I ' r� r l s ,9;�' �r4,! �N, •., F 40 LF 0.50 „ \ Vor l�bt, SiuALa �t W/ 6H:1N S.E.�}. 40" LF PO 01 80% / / / I 30 LX OF 18" W/ 5H:1V S.E.T.'s J 7 R A S PIPE 70 W'i , ft,4atrti rriC F r. PROPOSED \ FL= 31.25 is lk,a r Su, - << 12 WATERLINE W-1 \ \ FOR FLITURE WATERLINE u,• •. 3�<:,��' � u��xn �� t , t r a .tj'a • .' / `itt` / ' .... � '-` \ •y�''�' '� n L iq.-�'�,�FFt,,tp '�rrr.c. \ ', ^ � �_ "_- `'� + l , , �� 'yL / •--'' I / `c',�; 7 i�r-r "`, 'I�'illy, 4 •Y,_ r 1 j VIP/ in��?xfk 30 L OF 3-6 x'�';�, PVC ,SL'EEVE _lhrr�, FOR FUTURE TELECOMMUNICATIONS LINE .r ' �•ru c a t:l u PRIVATE METER I , 1 6" GATE PUBLIC L 1 VALVE W-12 W 12 W-12 W 12 1F-12 / i ' i •'. ,tom 3 / / / / ,.. \ / 1211X6" \ TEE SAI INSET A NTS / / .� F !; tin,,L ,gid;•, .:} ..... - / NOTE: ALL CURBS 6' IN HE 15 P:C1 UNLESS NOTED OTHER}��IWyyyISE. Py__) ) r� ^4• n r. / 1 � s' ! ` ts' STEEL REINFORCING BARS 3•' I CONCRETE PAVEMENT 1 .V. ., ' .•_;,_ ...,,.r ^t'—'t-.^RTL T }•� � A r1 X 6" 7.,f �I Ff'z}EXING V 10_ - -v Y 22 -A.8 LIME STABILIZED SUBGRADE 3. Y 7 . v.. (EXTENDS 1' OUTSIDE THE 5DGE-8F'PAVEMENT) -- . 4" } ->I 3' t * X=6" OR 7" AS SHOWN ON THE --DEAN (SHEET C2) ::- #4 BARS * 6" PAVEMENT - USE BAR 0 12" O.C.E.W. , :=; EXISTING GR-U.�} . 0= 3/4" x 15" SMOOTH �"3 SE #4 REBAR ®16" O.C.E.W. - �'•<: BUILDING E3j� * 7" PAVEMENT USE #4• REBAR 0 16" O.C.E.W. I r 16,324 sf EXPANSION DOWELS TWICALf-111 JRB DETAILT'&ICAL CONCRETE PAVING SECTION N.T.S. N.T.S. S_N H V LT Z E N G I N E E R I N G LLC THE SEAL APPEARING ON THIS TBPE NO. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College SLation, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-180 SEPTEMBER 2011 .......................... JOSEPH P. SCHULTZ FIRM # 12327 SCHULTZ ENGINEERING, LLC TDI -BR 0 OKS INTERNATIONAL CORPORATE HEADQUARTERS LABORATORY BUILDING SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS SITE PLAN SHEET 2 OF 2 SCALE VERTICAL T1/a HORIZONTAL 1 "=30' PLOTTING SCALE: 1:1 FILE NAME: 11-180 SHEET � T � T T T � TAT TREVISED PRIVATE DRIVE / .� F !; tin,,L ,gid;•, .:} ..... - / NOTE: ALL CURBS 6' IN HE 15 P:C1 UNLESS NOTED OTHER}��IWyyyISE. Py__) ) r� ^4• n r. / 1 � s' ! ` ts' STEEL REINFORCING BARS 3•' I CONCRETE PAVEMENT 1 .V. ., ' .•_;,_ ...,,.r ^t'—'t-.^RTL T }•� � A r1 X 6" 7.,f �I Ff'z}EXING V 10_ - -v Y 22 -A.8 LIME STABILIZED SUBGRADE 3. Y 7 . v.. (EXTENDS 1' OUTSIDE THE 5DGE-8F'PAVEMENT) -- . 4" } ->I 3' t * X=6" OR 7" AS SHOWN ON THE --DEAN (SHEET C2) ::- #4 BARS * 6" PAVEMENT - USE BAR 0 12" O.C.E.W. , :=; EXISTING GR-U.�} . 0= 3/4" x 15" SMOOTH �"3 SE #4 REBAR ®16" O.C.E.W. - �'•<: BUILDING E3j� * 7" PAVEMENT USE #4• REBAR 0 16" O.C.E.W. I r 16,324 sf EXPANSION DOWELS TWICALf-111 JRB DETAILT'&ICAL CONCRETE PAVING SECTION N.T.S. N.T.S. S_N H V LT Z E N G I N E E R I N G LLC THE SEAL APPEARING ON THIS TBPE NO. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College SLation, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-180 SEPTEMBER 2011 .......................... JOSEPH P. SCHULTZ FIRM # 12327 SCHULTZ ENGINEERING, LLC TDI -BR 0 OKS INTERNATIONAL CORPORATE HEADQUARTERS LABORATORY BUILDING SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS SITE PLAN SHEET 2 OF 2 SCALE VERTICAL T1/a HORIZONTAL 1 "=30' PLOTTING SCALE: 1:1 FILE NAME: 11-180 SHEET D. R.'CAIC��LLELt 24.19' ACF�E TI�CT \ UTILITY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 13 GPM MAXIMUM (PEAK) 52 GPM 2" DOMESTIC WATER METER *NOTE: 2" METER SIZE NEEDED FOR FUTURE BUILDING SANITARY SEWER DEMAND ON-SITE SEWAGE FACILITY (OSSWI DESIGN PARAMETERS: A LAB FACILITY OF APPROXIMATELY 10,000 SF -37P/7,2 UNPTTEP Z NE A - 4Z 1647 - .2 _SU BAC ' WITH 30 EMPLOYEES ® 12 GPD AND AN OFFICE FACILITY OF APPROXIMATELY SF WATER WITH 30 EMPLOYEES ®5 GPD, WITH WATER J / SAVING FIXTURES, ON A 51.994 ACRE TRACT, Q=30 EMPLOYESS x 12 GPD + 30 EMPLOYEES x 5 GPD = 360 + 150 = 510 GPD, Ra=0.045 A=Q/Ri=510 GPD/0.045=11,333 SF REQUIRED N // / / (REAR I DAVID GOLD AND TERESA GOLD �'/'!�� % >/ / S BACK / A=4(31 x31 x3.14)=12,070 SF DESIGNED ( l 10.0543 ACRE TRACT �-- C � • 1 ) � � � % % 3253/54 EXISTING CITY LIMIT UNPLATTED /�-- / POND UNE ZONED A-0 f-- 1 GENERAL NOTES: 1. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. PAVEMENT DEPTHS: REFER TO SHEET C2 FOR PAVEMENT DEPTHS. 3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL TOPOGRAPHY PREPARED IN 2005. 4. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. 5. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION U11UTY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 6. BUILDING SETBACK I INES SHALL BE IN ACCORDANCE WITH THE CIT( OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 8. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. (Vol �� - �. SIDE 3\ / / I! r N/F curve ruble � WBACK/ / /VZ2P�1.E. 1 \ \ \\\ )� ' ' J IRMA JOSEPHINE BENTON CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION Ln o \ ISTU ED ti CALLED 15.41 ACRE TRACT C1 209.65' 2814.67' 004'16'04• 104.87' 209so' S24'13'35"E / P9 362 473 o AND PASE / J UNPLATTED � � !'7 � '��'`• INE EXISTING �' x1115' �3' =-;_' ZONED A-0 12" WATERLIN8A :1E �-`` J j f % / a OQ° '" / /J/ ' EXISTING ` ;J t{ u DETENTION � I � `1 1 .r. � ( / � � DISTURBED \ \ \ � "' \ -•J ! �' / / / / I POND , '; • #' Fj E AREA LIMIT \ LANERE::,,• pRo I f''aJ=-4... {(ANE AND PHASE \ LOTS, BL t 1 � ry`Yo// f SED ..,i - I. SIGN ( � UNE �/ I 1 l B��D \51.71"CR FI ly 1a �-- �%I s,8,,S38F ar l FIRE ZQNED 0 _/ / r _20' P.U.E. ��, 1 vol. SNY\k \� //��+ / �'� 25HBCpG if 1 AGN \ J P9• ) / OPR POS,D ' 1 °" �� \ / / T? <: r' / ' \ / N► ` .14. W lERL1NE Vf-1 / /� LANE �•,: ✓� % /s 'r / FIR / -f DISThpKBEV �SIGN,-- �, , - �/ �SI N \ '` \ C� I EXISTING I ARS LI T i FIRE ' DRIVEWAY W `��- ` r:. NE ry :L. (ter / r' ��, s FIR P/ LANE �` -339 ¢ / �,-'- r \ r /- .. ti / SIGN A9N NE i PROP QED SIGt�j� j i' �� +2 0 /�.a' FIRE /�YDRANT WIDI VA`IES rr /, , J� 2" ��, a u 'r F, i=�.z,. ' `;,' WAT�R FIRE 72 (p� ^� .�' t It ..F.:.!: #1 / FIR LANE M ER ,n SIGN \ �\ rg �j ��$ PRNA 2 s NE r% , I 1 IGN .� DIS URB „ / FIRE LI IT LANE PROPOSED OSSFSPRAY �- � D ISE FIRE SIGN FIRE HYD NT / FIELDS LAN _ 15' P.U.E. IGIV IY \ PROPOSE \\ ` (vol. 12D WATERLINE W-1 / FIR I 9,,NTO / \3w LANE \\\� X `CUs SIGN STING 50 " EXISTING �! FRONT 6 WATERLINE �\ " t�' ,- \ \ ;� SETBACK gay 1 \ - \ _ FIRE I \ EXISTING`" EXISTING � DISTURK-D LANE / BUILDING / 1 -- N F \ AREA LIMIT --� SIGNS I 16,324 SF �V / DRIVEWAY `�\�s \ 2a'\e.U.E. AND PHASE - EPTING, RICHARD GLENN JR (vol. UNE ' / _z J -`� -� LOT 11 P9• -) 20 BTU ELECTRICAL % `1 -- - EASEMENT, 9424/206 XISTI 1' IHILOH SUBDIVISION 289/219 100 50 0 100 9 \\ `� & 9424/274 UILDIN %- �� 1l / �I ZONED A-0 SCALE IN FEET \r5 ��' - ' t 19\ 20' P.U.E. J FIRE �� vol. \ (vol. _ LANE / (� SIGN LEGEND\ �� EXISTING/- -- --284-- -- EXISTING CONTOUR LOT BOUNDARY I FIRE HYDRANT 4 GATE VALVES W-8 PROPOSED WATER LINE 0 EXISTING TREE CITY LIMIT UNE _- DISTURBED AREA LIMIT AND PHASE LINE PROPOSED STORM SEWER PIPE �--- �--- �-- DITCH FLOWLINE 1 UNE TABLE LINE III LENGTH DIRECTION L7 217.74' S68' 24' 47"W L2 206.97' S70' 01' 48•W L3 110.13' • S71' 40' 52"W L4 108.61' S75' 43' 32"W L5 215.99' SETT 48' 15"W L6 98.89' SETT 56' 08"W L7. 159.46' S85' 44' 30•W L8 134.33' NOT 32' 32'W L9 149.16' N82' 15' 23"W (Vol �� - �. SIDE 3\ / / I! r N/F curve ruble � WBACK/ / /VZ2P�1.E. 1 \ \ \\\ )� ' ' J IRMA JOSEPHINE BENTON CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION Ln o \ ISTU ED ti CALLED 15.41 ACRE TRACT C1 209.65' 2814.67' 004'16'04• 104.87' 209so' S24'13'35"E / P9 362 473 o AND PASE / J UNPLATTED � � !'7 � '��'`• INE EXISTING �' x1115' �3' =-;_' ZONED A-0 12" WATERLIN8A :1E �-`` J j f % / a OQ° '" / /J/ ' EXISTING ` ;J t{ u DETENTION � I � `1 1 .r. � ( / � � DISTURBED \ \ \ � "' \ -•J ! �' / / / / I POND , '; • #' Fj E AREA LIMIT \ LANERE::,,• pRo I f''aJ=-4... {(ANE AND PHASE \ LOTS, BL t 1 � ry`Yo// f SED ..,i - I. SIGN ( � UNE �/ I 1 l B��D \51.71"CR FI ly 1a �-- �%I s,8,,S38F ar l FIRE ZQNED 0 _/ / r _20' P.U.E. ��, 1 vol. SNY\k \� //��+ / �'� 25HBCpG if 1 AGN \ J P9• ) / OPR POS,D ' 1 °" �� \ / / T? <: r' / ' \ / N► ` .14. W lERL1NE Vf-1 / /� LANE �•,: ✓� % /s 'r / FIR / -f DISThpKBEV �SIGN,-- �, , - �/ �SI N \ '` \ C� I EXISTING I ARS LI T i FIRE ' DRIVEWAY W `��- ` r:. NE ry :L. (ter / r' ��, s FIR P/ LANE �` -339 ¢ / �,-'- r \ r /- .. ti / SIGN A9N NE i PROP QED SIGt�j� j i' �� +2 0 /�.a' FIRE /�YDRANT WIDI VA`IES rr /, , J� 2" ��, a u 'r F, i=�.z,. ' `;,' WAT�R FIRE 72 (p� ^� .�' t It ..F.:.!: #1 / FIR LANE M ER ,n SIGN \ �\ rg �j ��$ PRNA 2 s NE r% , I 1 IGN .� DIS URB „ / FIRE LI IT LANE PROPOSED OSSFSPRAY �- � D ISE FIRE SIGN FIRE HYD NT / FIELDS LAN _ 15' P.U.E. IGIV IY \ PROPOSE \\ ` (vol. 12D WATERLINE W-1 / FIR I 9,,NTO / \3w LANE \\\� X `CUs SIGN STING 50 " EXISTING �! FRONT 6 WATERLINE �\ " t�' ,- \ \ ;� SETBACK gay 1 \ - \ _ FIRE I \ EXISTING`" EXISTING � DISTURK-D LANE / BUILDING / 1 -- N F \ AREA LIMIT --� SIGNS I 16,324 SF �V / DRIVEWAY `�\�s \ 2a'\e.U.E. AND PHASE - EPTING, RICHARD GLENN JR (vol. UNE ' / _z J -`� -� LOT 11 P9• -) 20 BTU ELECTRICAL % `1 -- - EASEMENT, 9424/206 XISTI 1' IHILOH SUBDIVISION 289/219 100 50 0 100 9 \\ `� & 9424/274 UILDIN %- �� 1l / �I ZONED A-0 SCALE IN FEET \r5 ��' - ' t 19\ 20' P.U.E. J FIRE �� vol. \ (vol. _ LANE / (� SIGN LEGEND\ �� EXISTING/- -- --284-- -- EXISTING CONTOUR LOT BOUNDARY I FIRE HYDRANT 4 GATE VALVES W-8 PROPOSED WATER LINE 0 EXISTING TREE CITY LIMIT UNE _- DISTURBED AREA LIMIT AND PHASE LINE PROPOSED STORM SEWER PIPE �--- �--- �-- DITCH FLOWLINE 1 REVISED PRIVATE DRIVE ALIGNMENT JPS 11 /23/2011 MARK REVISION BY DATE ✓�\ /� /. \\\ DETENTIO / // �/ POND /�- = 17:. FIS \\\ 20'/// SIGN SIDE / SETBACK \\ 20' P.U.E. tp FI DRIVEWAY \ � (vol. TO BE REMOVED \ SIG ExWATER �� \ �-- / CHARLES MICHAEL FULFER AND SERVICE \ �� / WIFE, KAREN MARIE FULFER �- -� CALLED 5.00 ACRE TRACT 1 OC87/194 DRIVEWAY UNPLATTED TO BE ZONED A-0 REMOVED SCHULTZ ENGINEERING LLC THE SEAL ON DOCUMENT WAS AUI HNG ORIZEDH Y TBPE NO. 12327 JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College SLaLion, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-180 SEPTEMBER 2011 *.:.................... *. JOSEPH P. SCHULTZ FIRM # 12327 SCHULTZ ENGINEERING, LLC TDI -BR 0 OKS INTERNATIONAL CORPORATE HEADQUARTERS LABORATORY BUILDING SOUTH D 0 WLING ROAD, COLLEGE STATION, TEXAS 0 (m -EXISTING DRIVEWAY 1. THE OWNER OF THE PROPERTY IS GEO3, INC THE SUBJECT PROPERTY IS LOT 1, BLOCK 1 OF1f THE TDI -BROOKS INTERNATIONAL CENTER, PROPERTY IS ZONED AO - AGRICULTURE OPEN. 2. PROPOSED BUILDING A IS 1 STORY, 20' HIGH, 9,815 SF AND FF=330.5'. 3. THE DISTURBED AREA FOR THIS PROJECT IS 7.773 ACRES (338,594 SF). 4. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 48041 CO200-C, EFFECTIVE JULY 2, 1992. 5. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PLANS. 6. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. 7. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 8. THERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. THE BUILDIING IS 9,815 SF TYPE IIIB CONSTRUCTION AND ACCORDING TO IFC TABLE 8105.1 "MINIMUM REQUIRED FIRE -FLOW AND FLOW DURATION" THIS BUILDING REQUIRES 2,250 GALLONS PER MINUTE. THE BUILDING'r FIRE SPRINKLER SYSTEM ALLOWS FOR A 50% REDUCTION IN THAT REQUIREMENT (1,125 GALLC S PER MINUTE). THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IS 1,500 GALLONS PER MINUTE. ACCORDING TO IFC TABLE C105.1 "NUMBER AND DISTRIBUTION OF FIR HYDRANTS" A 1,500 GPM F1RE FLOW REQUIRES ONLY ONE FIRE HYDRANT. 9. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 10 ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 201 STANDARD SPECIFICA11ONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDAFD SPECIFICATIONS FOR STREETS & DRAINAGE. 11 EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WITH THE UNIFIED DEVELOPMENT ORDINANCE. 12. 41 PARKING SPACES ARE PROVIDED FOR THIS SITE. 40 SPACES ARE REQUIRED (1 PER 250 F OF BUILDING AREA). 13. THIS LOT WILL BE SEWERED BY ON-SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEX}'tS WATER CODE. ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. 14. ELECTRICAL SERVICE FOR THIS SITE IS PROVIDED BY BRYAN TEXAS UTILITIES, BTU. 15. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLOT FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS, AND LANDSCAPING IN ACCORDANCE WITH ORDINANCES REGARDING BUILDING PLOTS OVER 50,000 SQUARE FEET IN REA. 16. THE FOLLOWING BLANKET EASEMENTS APPLY TO THIS TRACT: -CITY OF BRYAN 144/108 -WELLBORN WATER SUPPLY CORP. 303/288 -CITY OF BRYAN 548/539 AT THE TIME OF THE FILING OF THIS PLAT, THE BLANKET EASEMENTS DO APPLY. THESE EASEMENTS ARE BLANKET IN NATURE AND HAVE NO DEFINED DESCRIPTION. 17. NO HAZARDOUS MATERIAL MAY BE DISPOSED IN THIS SITE'S SANITARY SYSTEM. 18. A KNOX BOX WILL BE PROVIDED FOR THIS BUILDING AND THE OWNER WILL BE ADVISED OF KNOX SWITCH FOR GATED ENTRANCE, IF PROVIDED. 19. THE REQUIRED PARKING ISLAND SQUARE FOOTAGE IS CALCULATED BY THE FORMULA: (# OF PARKING SPACES/15)*180. WITH 41 PARKING SPACES THIS SITE REQUIRES 492 SQUARE FEET OF PARKING ISLANDS. THE PROPOSED PARKING LOT EXCEEDS THE REQUIRED AMOUNT. 20. THE DRIVEWAY AT IG&N WILL REQUIRE A PERMIT FROM THE BRAZOS COUNTY ROAD AND BRI[,GE IDEPARTMENT. oO�UNO DRIVEWAY 1000 Soo TO BE - DRI\ REMOVED �fv TO I REM SKETCH OF EXISTI G DRIEWAYS N.T.S. 11 NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. I� I i i 15" ---�j 5" 3.. 12" - 3„ 4 2„ 3' 3" 3" ® 3" = #4 BARS 0 - 3/4" X 16" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. -rt i onA1Cr1Dl+IAII^ OADC * EMENT �- 8" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE HE EDGE OF PAVEMENT) * X=6" OR 7" AS SHOWN ON THE PLAN (SHEET C2) * 6" PAVEMENT - USE #3 REBAR 0 12" O.C.E.W. OR USE #4 REBAR 0 16" O.C.E.W. * 7" PAVEMENT - USE #4 REBAR 0 16" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. SITE PLAN SHEET 7 OF 2 LINE i N NOT TO SCALE Y_, I VICINITY MAP O TDI -BROOKS INTERNATIONAL. CENT R._ BLOCK 1, LOT 11 51.719 ACRES ANDREW McMAHAN SURVEY, A-167 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1"=100' AUGUST 2011 OWNER: ENGINEER: GE03, Inc. SCHULTZ E\GINEERING, LLC. 14379 South Dowling Road TBPE Firm Reg. 'No. 1227 College Station, TX 77845 2730 Longmir c Drive, Euitc A (979)693-3446 College Station, Texas 77845 P. 0. Box 11995 SURVEYOR: Colllec ge Station, Texas 77042 Brad Kerr, R.P.L.S. No. 4502 979.764.3900 Kerr Surveying, LLC 505 Church Avenue (979) 690-7250 SCALE VERTICAL n/a HORIZONTAL 1"=100' PLOTTING SCALE: 1:1 FILE NAME: 11-180 SHE Ir''L� LMLITY DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 13 GPM MAXIMUM (PEAK) 52 GPM 2" DOMESTIC WATER METER *NOTE: 2" METER SIZE NEEDED FOR FUTURE BUILDING SANITARY SEWER DEMAND ON-SITE SEWAGE FACILITY (OSSW) DESIGN PARAMETERS: A LAB FACILITY OF APPROXIMATELY 10,000 SF D� R.'CAI� CALLE6 24.19` ACkE T( CT \ 37 /72 UNP TTE Z NE A- 1647, - \\ ` 16 47' 5JA' I 1 I WITH 30 EMPLOYEES ® 12 GPD AND AN OFFICE FACILITY OF APPROXIMATELY 10,000 SF WITH 30 EMPLOYEES ® 5 GPD WITH WATER I SAVING FIXTURES, ON A 51.994 ACRE TRACT, Q=30 EMPLOYESS x 12 GPD + 30 EMPLOYEES s 0.04b - 360 + 150 = 510 GPD, Ra A=Q Ri=510 GPD/0.045=11,333 SF REQUIRED N/ F A=4(31'x31'x3.14)=12,070 SF DESIGNED jf /r l / 50 I DAVID GOLD AND TERESA GOLD ` !� / REA / 10.0543 ACRE TRACT ( l / S�&rBACK CITY LIMIT 3253/54 �� / EXISTING IISTI G LINE _ UNPLATTED � - / ZONED A-0 Sfw GENERAL NOTES: 1. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. PAVEMENT DEPTHS: REFER TO SHEET C2 FOR PAVEMENT DEPTHS. 3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL TOPOGRAPHY PREPARED IN 2005. 4. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. 5. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 6. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 8. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. fo ,6/� r/ � SFTBACK/ / 20' .CJ.E. l \ / I / / / V�1 �___- � \ \ � � ' � � N F Curve Table k - 1 M� / P9 _ _ \ \ \ / / / / / / / ./ I � IRMA JOSEPHINE BENTON CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION 1 / / Q \ \\� �j / / ' CALLED 15.41 ACRE TRACT " EXISTING � / \ \ = / �N ., ' % / i-- - \ \ \� \ / / / / / --� I 362/473 C7 209.65 2814.67 0041604 104.87 209.60 S241335 -E 12 WATERLINE `�' --� �-__-, I (Y /' �/. -A, / - -\ \STREETr \ \ \ \i / / / / ` I UNPLATTED SIDE `�.� 1 J SETBACK /' . E / / J ZONED A-0 / I+* / �0 / (Vol.P.l!".E. / /l EXISTING u I I I / ��,h / / \ \ \ ) / DETENTION/�/ POND I I I FINE /� �� DISTURBED -- OPO �. + / NE ( �� AND PHASE --- LOT BL 1 S �, / J ED L;,SIGN , LINE 'OCR U !3 258jS3SF rt' zZqNED A -O \ / r / ( -_20' P.U.E. y�a^�� \ \\ \ �� /-32 6� CpG L - % \ ` / (Vol. " -- I PR" PO ED / j �ryo� \�\\\\/3��/ v `' \ \ / _j P9 ) 7:. g LCITY LIMIT LINE T, 1v /DISTL}RBED 0000.., /1 / AR / /--APD PHASE �y° �� SIN \ \ I qp JarI 339--\ PR POSED\ \l P.U.F�I FI HYDRANfT /_ I1 i V IES/ /� 20 P.U.E. ` /33 / / :�' i _� ,yti� (voles.-_ 32 // <' 2" �_ �• _ 0000_, i / i P9 ) /i a.-' WATER' \ �EAU�MIT /./ / ' 333 METER \ I y I % I /AND PHASE / iii ---' LIN _A_ o M y POPOSED / �( SPRAY ' ', t X339 \ 1 ".. WATERLj E .W-1 \ FIELDS 2 , 15'P.U.E. i (vol`w . �! P POSED --Pg.� / HYDRIN V EXISTING 50. \ �� $� / 6' WATERLINE \ \� J \ ` _ = 8' •..., \ "r, FRONT. / 9 \ \ SETBACK \ - 336 -� >\--- " J, I I R FIRE (`TURffD , LNE/I I BUILDINGX~ \ DRIVEWAY E \ S \ \ 2b",('.U.E. AND PHASE �- SIGNS M 16,324 SF V r ` '� 8 N/F \ (Vol. LINE 14 ®� EPTING, RICHARD GLENN JR 50 0 100 \ P9' ) 20' BTU ELECTRICAL "� j/ _ in l _ CA LOT 11 100 9\ X \ EASEMENT, 9424/206 EXISTI / / 338 / ,--SHILOH SUBDIVISION 289/219 SCALE IN FEET �i , _'33q & 9424/274 UILDIN �/` I' / \ Q ZONED A-0 Ilk. \ 1" 1 333 20' P.U.E.9` 120P.U.E. FIRE (Vol. (vol. P9- LANE = l \ ��`;• \ ��`' - �g 333 - / / SIGN ---! E LEGEND - -284- - EXISTING CONTOUR LOT BOUNDARY $ FIRE HYDRANT GATE VALVES W-8 PROPOSED WATER LINE 0 EXISTING TREE ISO ems,®00®®®®®®® CITY LIMIT LINE ' DISTURBED AREA LIMIT AND PHASE LINE --1 EXISTING \��'<• �,3a2 // \ \ DETENTION POND \ ,N FIRE 9\ ` 1/ -331\\ \ 20//// SIGN \\\ SIDE / \ SETBACK DRIVEWAY �- / . 20' P.U.E. o TO BE \ `(� FI (Vol.J 33\JI�`-,_�� REMOVED \ LAN �P9 EXISTING \ ` -' // N/F WATER �- / CHARLES MICHAEL FULFER AND SERVICE �� \ WIFE, KAREN MARIE FULFER DRIVEWAY TO BE .-- REMOVED 1 SCHULTZENG -Il VEERING LLC THE SEAL APPEARING ON THIS TBPl; N0. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH . P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-162 SEPTEMBER 2011 CALLED 5.00 ACRE TRACT 10087/194 UNPLATTED ZONED A-0 1f,tw OF om= .......................... % JOSEPH P. SCHULTZ FIRM # 12327 SCHULTZ ENGINEERING, LLC TDI -BR 0 OKS INTERNATIONAL CORPORATE .HEADQUARTERS LABORATORY BUILDING SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS EXISTING DRIVEWAY O�wVNG-_---'- SO�N SKETCH OF EXIST] N.T.S. NOTE: ALL CURBS 6' IN HEIGHT UNLESS NOTED OTHERWISE. 1/4"R 24" _ 6 15 3" �� 1/4"R 5" 12" T 5/ (1" 3" � 03� �•� 6,. 7" -Le 3„ 2" - 4" - 3" - • = #4 BARS 0 = 3/4" X 18" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. STEEL REINFORCING BARS * CONCRETE PAVEMENT "- 8" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 7" AS SHOWN ON THE PLAN (SHEET 02) * 6" PAVEMENT - USE ##3 REBAR 0 12" O.C.E.W. OR USE ##4 REBAR ® 16" O.C.E.W. * 7" PAVEMENT - USE ##4 REBAR ® 16" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. SITE PLAN SHEET 1 OF 2 THE OWNER OF THE PROPERTY IS GE03, INC THE SUBJECT PROPERTY IS LOT 1, BLOCK 1 ;OF THE TDI -BROOKS INTERNATIONAL CENTER, PROPERTY IS ZONED AO - AGRICULTURE OPEN. ?. PROPOSED BUILDING A IS 1 STORY, 20' HIGH, 9,815 SF AND FF=330.5'. S. THE DISTURBED AREA FOR THIS PROJECT IS 4.782 ACRES (208,341 SF). F. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 48041CO200-C, EFFECTIVE JULY 2, 1992. i. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PIMIANS. 3. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 3. THERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. THE BUILDIING IS 9,8 5 SF TYPE IIIB CONSTRUCTION AND ACCORDING TO IFC TABLE 8105.1 "MINIMUM REQUIRED FIRE- LOW AND FLOW DURATION" THIS BUILDING REQUIRES 2,250 GALLONS PER MINUTE. THE BUILDIN 'S FIRE SPRINKLER SYSTEM ALLOWS FOR A 50% REDUCTION IN THAT REQUIREMENT (1,125 GALLONS PER MINUTE). THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IS 1,500 GALLONS PER MINUTE. ACCORDING TO IFC TABLE C105.1 "NUMBER AND DISTRIBUTION OF F E HYDRANTS" A 1,500 GPM FIRE FLOW REQUIRES ONLY ONE FIRE HYDRANT. 1. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 0. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2010 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 1. EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WITH THE UNIFIED DEVELOPME j ORDINANCE. 2. 41 PARKING SPACES ARE PROVIDED FOR THIS SITE. 40 SPACES ARE REQUIRED (1 PER 25 SF OF BUILDING AREA). 3. THIS LOT WILL BE SEWERED BY ON-SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISS1014ERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TF'XAS WATER CODE. ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. 4. ELECTRICAL SERVICE FOR THIS SITE IS PROVIDED BY BRYAN TEXAS UTILITIES, BTU. 5. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLOT FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS, AND LANDSCAPING IN ACCORDANCE WITH ORDINANCES REGARDING BUILDING PLOTS OVER 50,000 SQUARE FEET IN AREA. 6. THE FOLLOWING BLANKET EASEMENTS APPLY TO THIS TRACT: -CITY OF BRYAN 144/108 -WELLBORN WATER SUPPLY CORP. 303/288 -CITY OF BRYAN 548/539 AT THE TIME OF THE FILING OF THIS PLAT, THE BLANKET EASEMENTS DO APPLY. THESE EASEMENTS ARE BLANKET IN NATURE AND HAVE NO DEFINED DESCRIPTION. 7. NO HAZARDOUS MATERIAL MAY BE DISPOSED IN THIS SITE'S SANITARY SYSTEM. 8. A KNOX BOX WILL BE PROVIDED FOR THIS BUILDING AND THE OWNER WILL BE ADVISED OF iA KNOX SWITCH FOR GATED ENTRANCE, IF PROVIDED. 9. THE REQUIRED PARKING ISLAND SQUARE FOOTAGE IS CALCULATED BY THE FORMULA- (# OF PARKING SPACES/15)*180. WITH 41 PARKING SPACES THIS SITE REQUIRES 492 SQUARE FEET OF PARKING ISLANDS. THE PROPOSED PARKING LOT EXCEEDS THE REQUIRED AMOUNT. li DRIVEWAY TO BE REMOVED G DRIEWAYS DRIVErAY TO B VICINITY MAP fiwzmf�00 INTERNATIONAL CENTE BLOCK 1, LOT 11 51.719 ACRES ANDREW McMAHAN SURVEY, A-167 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1"=100' AUGUST 2011 OWNER: ENGINEER: GE03, Inc. SCHULTZ ENGINEERING, LL . 14379 South Dowling Road TBPE Firm Reg. No. 1232 College Station, TX 77845 2730 Longmire Drive, SuIte A (979)693-3446 College Station, Texas 77845 SURVEYOR: P. 0. Box 11995 College Station, Texas 77 42 Brad Kerr, R.P.L.S. No. 4502 979.764.3900 Kerr Surveying, LLC 505 Church Avenue (979) 690-7250 SCALE VERTICAL n/a HORIZONTAL 1"=100' PLOTTING SCALE: 1:1 FILE NAME: 11-162 SHEET UNE TABLE UNE # LENGTH DIRECTION L1 217.74' S68' 24' 47"W L2 206.97' S70. 01' 48'W L3 110.13' S71' 40' 52"W L4 108.61' S75' 43' 32"W L5 215.99' S82' 48' 15'W L6 98.89' S83' 56' 08'W L7 159.46' 1 S85' 44' 30'W L8 134.33' N87' 32' 32'W L9 149.16' N82' 15' 23-W fo ,6/� r/ � SFTBACK/ / 20' .CJ.E. l \ / I / / / V�1 �___- � \ \ � � ' � � N F Curve Table k - 1 M� / P9 _ _ \ \ \ / / / / / / / ./ I � IRMA JOSEPHINE BENTON CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION 1 / / Q \ \\� �j / / ' CALLED 15.41 ACRE TRACT " EXISTING � / \ \ = / �N ., ' % / i-- - \ \ \� \ / / / / / --� I 362/473 C7 209.65 2814.67 0041604 104.87 209.60 S241335 -E 12 WATERLINE `�' --� �-__-, I (Y /' �/. -A, / - -\ \STREETr \ \ \ \i / / / / ` I UNPLATTED SIDE `�.� 1 J SETBACK /' . E / / J ZONED A-0 / I+* / �0 / (Vol.P.l!".E. / /l EXISTING u I I I / ��,h / / \ \ \ ) / DETENTION/�/ POND I I I FINE /� �� DISTURBED -- OPO �. + / NE ( �� AND PHASE --- LOT BL 1 S �, / J ED L;,SIGN , LINE 'OCR U !3 258jS3SF rt' zZqNED A -O \ / r / ( -_20' P.U.E. y�a^�� \ \\ \ �� /-32 6� CpG L - % \ ` / (Vol. " -- I PR" PO ED / j �ryo� \�\\\\/3��/ v `' \ \ / _j P9 ) 7:. g LCITY LIMIT LINE T, 1v /DISTL}RBED 0000.., /1 / AR / /--APD PHASE �y° �� SIN \ \ I qp JarI 339--\ PR POSED\ \l P.U.F�I FI HYDRANfT /_ I1 i V IES/ /� 20 P.U.E. ` /33 / / :�' i _� ,yti� (voles.-_ 32 // <' 2" �_ �• _ 0000_, i / i P9 ) /i a.-' WATER' \ �EAU�MIT /./ / ' 333 METER \ I y I % I /AND PHASE / iii ---' LIN _A_ o M y POPOSED / �( SPRAY ' ', t X339 \ 1 ".. WATERLj E .W-1 \ FIELDS 2 , 15'P.U.E. i (vol`w . �! P POSED --Pg.� / HYDRIN V EXISTING 50. \ �� $� / 6' WATERLINE \ \� J \ ` _ = 8' •..., \ "r, FRONT. / 9 \ \ SETBACK \ - 336 -� >\--- " J, I I R FIRE (`TURffD , LNE/I I BUILDINGX~ \ DRIVEWAY E \ S \ \ 2b",('.U.E. AND PHASE �- SIGNS M 16,324 SF V r ` '� 8 N/F \ (Vol. LINE 14 ®� EPTING, RICHARD GLENN JR 50 0 100 \ P9' ) 20' BTU ELECTRICAL "� j/ _ in l _ CA LOT 11 100 9\ X \ EASEMENT, 9424/206 EXISTI / / 338 / ,--SHILOH SUBDIVISION 289/219 SCALE IN FEET �i , _'33q & 9424/274 UILDIN �/` I' / \ Q ZONED A-0 Ilk. \ 1" 1 333 20' P.U.E.9` 120P.U.E. FIRE (Vol. (vol. P9- LANE = l \ ��`;• \ ��`' - �g 333 - / / SIGN ---! E LEGEND - -284- - EXISTING CONTOUR LOT BOUNDARY $ FIRE HYDRANT GATE VALVES W-8 PROPOSED WATER LINE 0 EXISTING TREE ISO ems,®00®®®®®®® CITY LIMIT LINE ' DISTURBED AREA LIMIT AND PHASE LINE --1 EXISTING \��'<• �,3a2 // \ \ DETENTION POND \ ,N FIRE 9\ ` 1/ -331\\ \ 20//// SIGN \\\ SIDE / \ SETBACK DRIVEWAY �- / . 20' P.U.E. o TO BE \ `(� FI (Vol.J 33\JI�`-,_�� REMOVED \ LAN �P9 EXISTING \ ` -' // N/F WATER �- / CHARLES MICHAEL FULFER AND SERVICE �� \ WIFE, KAREN MARIE FULFER DRIVEWAY TO BE .-- REMOVED 1 SCHULTZENG -Il VEERING LLC THE SEAL APPEARING ON THIS TBPl; N0. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH . P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-162 SEPTEMBER 2011 CALLED 5.00 ACRE TRACT 10087/194 UNPLATTED ZONED A-0 1f,tw OF om= .......................... % JOSEPH P. SCHULTZ FIRM # 12327 SCHULTZ ENGINEERING, LLC TDI -BR 0 OKS INTERNATIONAL CORPORATE .HEADQUARTERS LABORATORY BUILDING SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS EXISTING DRIVEWAY O�wVNG-_---'- SO�N SKETCH OF EXIST] N.T.S. NOTE: ALL CURBS 6' IN HEIGHT UNLESS NOTED OTHERWISE. 1/4"R 24" _ 6 15 3" �� 1/4"R 5" 12" T 5/ (1" 3" � 03� �•� 6,. 7" -Le 3„ 2" - 4" - 3" - • = #4 BARS 0 = 3/4" X 18" SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. STEEL REINFORCING BARS * CONCRETE PAVEMENT "- 8" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 7" AS SHOWN ON THE PLAN (SHEET 02) * 6" PAVEMENT - USE ##3 REBAR 0 12" O.C.E.W. OR USE ##4 REBAR ® 16" O.C.E.W. * 7" PAVEMENT - USE ##4 REBAR ® 16" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. SITE PLAN SHEET 1 OF 2 THE OWNER OF THE PROPERTY IS GE03, INC THE SUBJECT PROPERTY IS LOT 1, BLOCK 1 ;OF THE TDI -BROOKS INTERNATIONAL CENTER, PROPERTY IS ZONED AO - AGRICULTURE OPEN. ?. PROPOSED BUILDING A IS 1 STORY, 20' HIGH, 9,815 SF AND FF=330.5'. S. THE DISTURBED AREA FOR THIS PROJECT IS 4.782 ACRES (208,341 SF). F. THIS TRACT DOES NOT LIE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 48041CO200-C, EFFECTIVE JULY 2, 1992. i. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PIMIANS. 3. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 3. THERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. THE BUILDIING IS 9,8 5 SF TYPE IIIB CONSTRUCTION AND ACCORDING TO IFC TABLE 8105.1 "MINIMUM REQUIRED FIRE- LOW AND FLOW DURATION" THIS BUILDING REQUIRES 2,250 GALLONS PER MINUTE. THE BUILDIN 'S FIRE SPRINKLER SYSTEM ALLOWS FOR A 50% REDUCTION IN THAT REQUIREMENT (1,125 GALLONS PER MINUTE). THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IS 1,500 GALLONS PER MINUTE. ACCORDING TO IFC TABLE C105.1 "NUMBER AND DISTRIBUTION OF F E HYDRANTS" A 1,500 GPM FIRE FLOW REQUIRES ONLY ONE FIRE HYDRANT. 1. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 0. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2010 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 1. EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WITH THE UNIFIED DEVELOPME j ORDINANCE. 2. 41 PARKING SPACES ARE PROVIDED FOR THIS SITE. 40 SPACES ARE REQUIRED (1 PER 25 SF OF BUILDING AREA). 3. THIS LOT WILL BE SEWERED BY ON-SITE SEWAGE FACILITIES (OSSFs) WHICH MUST COMPLY WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISS1014ERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TF'XAS WATER CODE. ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. 4. ELECTRICAL SERVICE FOR THIS SITE IS PROVIDED BY BRYAN TEXAS UTILITIES, BTU. 5. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLOT FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS, AND LANDSCAPING IN ACCORDANCE WITH ORDINANCES REGARDING BUILDING PLOTS OVER 50,000 SQUARE FEET IN AREA. 6. THE FOLLOWING BLANKET EASEMENTS APPLY TO THIS TRACT: -CITY OF BRYAN 144/108 -WELLBORN WATER SUPPLY CORP. 303/288 -CITY OF BRYAN 548/539 AT THE TIME OF THE FILING OF THIS PLAT, THE BLANKET EASEMENTS DO APPLY. THESE EASEMENTS ARE BLANKET IN NATURE AND HAVE NO DEFINED DESCRIPTION. 7. NO HAZARDOUS MATERIAL MAY BE DISPOSED IN THIS SITE'S SANITARY SYSTEM. 8. A KNOX BOX WILL BE PROVIDED FOR THIS BUILDING AND THE OWNER WILL BE ADVISED OF iA KNOX SWITCH FOR GATED ENTRANCE, IF PROVIDED. 9. THE REQUIRED PARKING ISLAND SQUARE FOOTAGE IS CALCULATED BY THE FORMULA- (# OF PARKING SPACES/15)*180. WITH 41 PARKING SPACES THIS SITE REQUIRES 492 SQUARE FEET OF PARKING ISLANDS. THE PROPOSED PARKING LOT EXCEEDS THE REQUIRED AMOUNT. li DRIVEWAY TO BE REMOVED G DRIEWAYS DRIVErAY TO B VICINITY MAP fiwzmf�00 INTERNATIONAL CENTE BLOCK 1, LOT 11 51.719 ACRES ANDREW McMAHAN SURVEY, A-167 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1"=100' AUGUST 2011 OWNER: ENGINEER: GE03, Inc. SCHULTZ ENGINEERING, LL . 14379 South Dowling Road TBPE Firm Reg. No. 1232 College Station, TX 77845 2730 Longmire Drive, SuIte A (979)693-3446 College Station, Texas 77845 SURVEYOR: P. 0. Box 11995 College Station, Texas 77 42 Brad Kerr, R.P.L.S. No. 4502 979.764.3900 Kerr Surveying, LLC 505 Church Avenue (979) 690-7250 SCALE VERTICAL n/a HORIZONTAL 1"=100' PLOTTING SCALE: 1:1 FILE NAME: 11-162 SHEET p p ` TEWALK "• . I 20"—� I T 2C , c \ 330 p ri l ' 1 I FI R LANE SIGN '1 210 SF 210 SF SID�WALK A. I EQUIPMENT ,I •••:. EXISTING \ YARD I DETENTION I 1 \ . . -::. ` : ;' . CAN : ' . . ' RE: • E'<<' ' 1-, , POND 1 PROPOSED LAB 270 F' •r \ I. • 210 SF + ' ' -� BUILDING FF=330.5 I 9,815 SF I .. "'ls•1 1 I 25' BLDG. HT. p '• �_ 0.'•-•�- � 24'_ m---�20j'� t .1 OLL-OFF I - M _ - I VARBAGE 1 CONTIm AINERS / I • IM 1I� ELE I TR FORMER— CREEN rn ' '�} I j WALL , I ED �� L 322 ADA SIGNAGE 6 f -i / SIDEW' I- DSCAP / j_ r, / I PROCIS ED L,EEVES (BIKE RACK � 2-4 PVC, '8`1-5/ � _ � / rn I p 2� _1-- i •�.,. SSF V O _ TANKS 790 SF 329 / /�, t. R / S S rn I - 30 LF OF 8" OSSF LINE r ,!� DOMESTIC AD PIPE FOR 01 ��.? EWER LINE `�� / / �,y � `�✓' � e / i I WATER —L-2 W ,,/ w -s 1�-2 W-6 W-1 w-6 4-6 11 9-M 9 M 9-M 9-M 9-M , 9-M FIRE FDC-/ rn SPRINKLER , r— r- I —/� UP_P�LY LINE L S FDC FIRE / SPRINKLER LINE I 32 LF OF 8f `! ADS PIPE FOR / WATER LINE � I / M M `j / AREA LI AND PHASE LINE NDSCAPE 30 .EEVES PVC —4" PVC) / t' / FI ./ 12" A W / FIRE LANEM / A / 18" NE�zNATED A / PARKING C P ONLY (1 C I � NOTES; SI W \ 1. THE SIGN SHALL BE 12" WIDE BY 18" IN C? HAND BE MOUNTED IN THE LOCATION TR 1 "`�•J SHOWN. / 2. SIGN SHALL BE PAINTED ON WHITE AT BACKGROUND WITH SYMBOLS, LETTERS, AND BORDER IN RED. 3. SIGN SHALL COMPLY WITH THE CoCS FIRE ' SERVICE STANDARDS. \ -FI Fi1-6" SLEEVE Z FIRE LANE SIGN DETAIL `_.. y N.T.S. 3 b s --�RE .LMI LA RE LANE MARKINGS LL CURBS AND CURB ENDS SHALL BE PAINTED RED ITH FOUR INCH (4") WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE". WORDING AY NOT BE SPACED MORE THAN FIFTEEN FEET PART. SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN LACHES (18") IN HEIGHT SHALL BE MOUNTED IN A ONSPICUOUS LOCATION AT EACH ENTRANCE TO THE ROPERTY. SUCH SIGNS SHALL BE TWELVE INCHES 2") WIDE AND EIGHTEEN INCHES HIGH, WITH A OMPANION SIGN TWELVE INCHES (12") WIDE AND SIX IN (6") HIGH STATING "TOW -AWAY ZONE". SUCH GNS SHALL BE PAINTED ON A WHITE BACKGROUND ITH SYMBOLS, LETTER AND BORDER IN RED. HE FIRE LANE LINE SHOWN ON THE PLAN IS FOR EVIEW PURPOSES ONLY. A SIGN WILL BE PLACED THE ENTRANCE OF THE PROPERTY. """""' 12"x18" reflective finish metal PARKING sign 12'x9' reflective finish metal sign 2x2 galvanized steel tube column L_._,_,i r 1 rete foot; ``.• u, set in concrete 'ng. • ' Provide galvanized steel cap welded --to top r`of tube. Paint tube and cap. LANDSCAPE 1 .� SLEEVES o B (?-4 —PVC) I w m S 3 I 1 All characters must be I I r w3 3 LP 60" minimum above rade or sidewalk. LJ ADA SIGN DETAIL Ll \ ` N.T.S. 30`'LF OF 8" I I ( ' \' '9 -"30 LF OF 1-6 -ADS'PIPE FOR \ P•,VC; SLEEVE � SEWER LINE \ /N. ��5'` Mev ,- — 20 P.U.E. (vol. �. I 2" 6 GATE " CURB ; i 6 FIRE / Pg. ) ' / SPRINKLER VALVE SERVICE LINE/ _ c�, /-� DOMESTIC / 6 ISOLATION I \ I---- WATER VALVE o # �� (SEE NOTE 7) SERVICE / 2" WATER 6"X2" METER .er� TEE 1 " IRRIGATION I i / E / / / ti� / NOTE: ALL CURBS 6' IN HEI HT PRIVATE METER I / / / / UNLESS NOTED OTHER ISE 1/4"R 24" 1 6" GATE PUBLIC / / ,j �/ I , VALVE / / / ��' 15' P.U.E. I \ s'— 1s / (vol. \ w n WF -12w 12—W -12—W-12— / / —� / L`.tr G / pg,. —_) T 3.. �� 1 \ 12„X6„ 11_17 — \ 12” GATE TEE / / �,�'`� / / 3 \ VALVE � f INSET A / / `�� / / ( 4' �I SI I� * X=6" OR 7" AS SHOWN ON (� Jki> P _(SHEET C2) vil /ti , . = #4 BARS * 6" PAVEMENT — USE_#3—REBAR ® 12 O.C.E.W. I / Qf = 3/4" X 18" SMOOTH ,OR USE #4 REBAR ® 16" O.C.E.W. 7 I / EXPANSION DOWELS . " PAVE — USE #4 REBAR ® 16 O.C.E.W. I \ /DETAIL 3CAL CONCRETE PAVING SECTION TYPICAL &RB � N.T.S. N.T.S. SCHULTZENGINEERING LLC THE SEAL APPEARING ON THIS TBPE LA0. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College Station, Texas 771145 ISSUED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-162 SEPTEMBER 2011 P `o I,,��il ................ JOSEPH P. S FIRM # 12327 SCHULTZ ENGINEERING, LLC TDI -BR 0 OKS INTERNATIONAL CORPORATE HEAD Q UAR TER S LABORATORY BUILDING SOUTH D 0 WLING ROAD, COLLEGE STATION, TEXAS SITE PLAN SHEET 2 OF 2 7 BIKE RACK DETAIL N.T.S. —36'-4 CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCAT;ON OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (800) 545-6005 (800) 344-8377 SUDDEN LINK COMMUNICATIONS: (979) 846-2229 VERIZON: (800) 344-8377 2. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTfON IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN COLLEGE STATION STANDARD NDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE AND WELLBORN SLID STAFF. 4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 5. SEE SHEET C6 FOR PAVEMENT DETAILS 6. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PI OT FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS, AND LANDSCAPING IN ACCORDANCE WITH ORDINANCES REGARDING BUILDING LOTS OVER 50,000 SQUARE FEET IN AREA. 7. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATI N VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE A P OR USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHAL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. LEGEND — --284-- — EXISTING CONTOUR BOUNDARY FIRE HYDRANT GATE VALVES W-8 PROPOSED WATER LINE —� ACCESSIBLE ROUTE --->. • ' DITCH OR SWALE FLOWLINE RUNOFF FLOW DIRECTION 6" CONCRETE PAVEMENT DEPTH 7" CONCRETE PAVEMENT DEPTH �. 336 30 LF OF 3-6" e'1 PVC SLEEVE FOR FUTURE TELECOMMUNICATIONS t�r1i INE 30 15 0 31 SCALE IN FEET i TING G " D EXISTING BUILDING 16,324 sf SCALE VERTICAL n/S HORIZONTAL 1 "=30' PLOTTING SCALE: 1:1 FILE NAME: 11-162 SHEET t' !16� BIKE RACK DETAIL N.T.S. —36'-4 CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCAT;ON OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (800) 545-6005 (800) 344-8377 SUDDEN LINK COMMUNICATIONS: (979) 846-2229 VERIZON: (800) 344-8377 2. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTfON IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN COLLEGE STATION STANDARD NDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE AND WELLBORN SLID STAFF. 4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 5. SEE SHEET C6 FOR PAVEMENT DETAILS 6. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PI OT FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS, AND LANDSCAPING IN ACCORDANCE WITH ORDINANCES REGARDING BUILDING LOTS OVER 50,000 SQUARE FEET IN AREA. 7. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATI N VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE A P OR USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHAL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. LEGEND — --284-- — EXISTING CONTOUR BOUNDARY FIRE HYDRANT GATE VALVES W-8 PROPOSED WATER LINE —� ACCESSIBLE ROUTE --->. • ' DITCH OR SWALE FLOWLINE RUNOFF FLOW DIRECTION 6" CONCRETE PAVEMENT DEPTH 7" CONCRETE PAVEMENT DEPTH �. 336 30 LF OF 3-6" e'1 PVC SLEEVE FOR FUTURE TELECOMMUNICATIONS t�r1i INE 30 15 0 31 SCALE IN FEET i TING G " D EXISTING BUILDING 16,324 sf SCALE VERTICAL n/S HORIZONTAL 1 "=30' PLOTTING SCALE: 1:1 FILE NAME: 11-162 SHEET TC 04 AS _321- M �/� /\`� 322— J \ I I HA; BA , M �ij /i� __ '-'_-323- -- --' '�/ 1 CH M M ^ _ _ 324— / 1 rMj I /� /� \ 325—ii� �y�ry�h`��/ 33323 - 1 U- \ I u —322--' \ I\ � ` � .: 44 ( / _ 4Z ul EXISTING I Lr_I \ (I PROPOSED DETENTION ` LAY /cn� \ 1 I I I I I PONDI s±� ( BUILDING rl I I III I K 1 I F=37.5 F `� I I \� L' 33g-- ' III I / ��- ! i � �s� I 1 � � � �•\ / � \ A.S BALD ! / / - ' i i' { —339--- — / CHECK :DAM s -M s -M t-� �= ! �> ti / / �/ 9=M I / M i \\ \ is rrI SF SILT / ! / \ CONCRkTE -- — _- / NOTE: / FENCE REFER TO WATERLINE TRU K CO Tf —3311--_/ SILT / DESIGN PLANS FOR FENC �� , WASHOU / •`� a� CT1.0..� / SILT ' EZIT "`:•. / � EROSION AND SEDIMENT / / \ /CONTROL FOR WATERLINE / / / FENCE CONSTRUCTION AD / // ( 337 — , ..---- _ --335-' -!;5'5 / / \-- -'/ _ 339 SF ~33 c —339— _— --- - SF-33B- 337- 33B 337— _ �k/ _ EXISTING J I 1 3�e BUILDING �1 I __----338-.'_ 1 I. I I el — — $-41 i —337_._-•-- - I M I -- \�\�\\\ \ `';` 4 EXISTING '� BUILDING _ \\�� \� \- �- - = 334 9 - � \� / `\ � ( \\�--- 9 M 01 9-41 \ ` 334 EXISTING DETENTION \ ` \ POND 9\ LEGEND/ \ \ \\�% \ \ 333- L 9, `~ . CONSTRUCTION >EXIT / �f �G �. 9 9 EXISTING DRIVEWAY 9, 60 30 0 60 TO BE REMOVED \ \ �� / /\ > SCALE IN FEET AFTER CONSTRUCTION Or .THIS PROJECT \ SCHULTZENGINEERING LLC THE SEAL APPEARING ON THIS TBPE N0. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ; . P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-162 SEPTEMBER 2011 ., .. .. JOSEPH P. SCHULTZ I '?,'�:iiiNN9-�i-) l FIRM # 12327 SCHULTZ ENGINEERING, LLC EX{STING DRIVEWAY \ / / TO ---,BE REMOVED \ J TDI -BR 0 OKS INTERNATIONAL CORPORATE HEADQUARTERS LAB ORA TOR Y B UILDING SOUTH D 0 WLING ROAD, COLLEGE STA TION, TEXAS Y BALES ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN NOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. - N X00 AS METAL T -POST — AS REQ'D. TO MAINTAIN. HAY BALE HAY BALE CHECK DAMS 2"X4" WIRE MESH WIDTH OF SITE ENTRANCE FASTENED TO T=POST ��j�-=VARIES—s{ jp0 SEDIMENT CONTROL FABRIC �� T FASTENED SECURELY TO T -POST & WIRE MESH METAL T -POST 8" OF FILTER FABRIC TO EXTEND I AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 8' APART WITH COMPACTED BACK FILL SILT FENCE AND/OR ALLOW 2.5' TO 5' AT TOE OF HAY BALES TO BE SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW. FROM TRACKING MUD ONTO FABRIC SE, C. A SUBGRADE FLOW NATURAL GROUNDS _ n""CTION OF V Rkkvj &111 Lei 11 SCHULTZENGINEERING LLC THE SEAL APPEARING ON THIS TBPE N0. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ; . P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-162 SEPTEMBER 2011 ., .. .. JOSEPH P. SCHULTZ I '?,'�:iiiNN9-�i-) l FIRM # 12327 SCHULTZ ENGINEERING, LLC EX{STING DRIVEWAY \ / / TO ---,BE REMOVED \ J TDI -BR 0 OKS INTERNATIONAL CORPORATE HEADQUARTERS LAB ORA TOR Y B UILDING SOUTH D 0 WLING ROAD, COLLEGE STA TION, TEXAS Y BALES ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN NOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. - N X00 AS METAL T -POST — AS REQ'D. TO MAINTAIN. HAY BALE HAY BALE CHECK DAMS 4"X4" MIN. TRENCH—{ I I�{4" SILT FENCE ASSEMBLY 'MINIMUM 12' SHALL BE FULL 2"X4" WIRE MESH WIDTH OF SITE ENTRANCE FASTENED TO T=POST ��j�-=VARIES—s{ jp0 SEDIMENT CONTROL FABRIC �� T FASTENED SECURELY TO T -POST & WIRE MESH METAL T -POST 8" OF FILTER FABRIC TO EXTEND I AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED SPACED 8' APART WITH COMPACTED BACK FILL SILT FENCE AND/OR ALLOW 2.5' TO 5' AT TOE OF HAY BALES TO BE SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW. FROM TRACKING MUD ONTO FABRIC SE, C. A SUBGRADE FLOW NATURAL GROUNDS _ n""CTION OF 4"X4" MIN. TRENCH—{ I I�{4" SILT FENCE ASSEMBLY 'MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE (" MIN. DEPTH STONE ASTM D448, 3" TO 5" DIAMETER) OVER TO ��j�-=VARIES—s{ jp0 GEOTEXTILE FABRIC 5� WITH SAME SQUARE �� T FOOTAGE. A EXISTING STREET 6MIN. NOTE: DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO FABRIC SE, C. A SUBGRADE ADJACENT PUBLIC STREETS. CONSTRUCTION EXIT SILT CONTROL SAND BAG 0 SAND BAG 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. SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS S ALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. SAND BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLTION OF AN INLET. I: STAGE II - STORM DRAIN INLET PROTECTION N.T.S EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATII OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (800) 545-6005 (800) 344-837 SUDDEN LINK COMMUNICATIONS: (979) 846-2229 VERIZON: (800) 344-8377 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING TH PROJECT SITE. 3. 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. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT INC TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES INCLUDING SUBMITTAL OF THE NOTICE OF INTENT. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AF CONSTRUCTION IS COMPLETE. 6. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 192 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 7. INLET PROTECTION TO BE INSTALLED AT ALL INLETS. 8. INSTALL HAY BALE CHECK DAMS OR SILT FENCE BARRIERS AS NEEDED AT CONCENTRATED FLOW LOCATIONS. REMOVE THESE EROSION CONTROL MEASURI ONCE GRASS IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. SCALE VERTICAL n/Z HORIZONTAL 111=60' PLOTTING SCALE: 1:1 FILE NAME: 11-162 SHEET \33S\ \ \ DRAINAGE SWALt '_. \ \ TYPICAL SECTION \ 336 N.T.S - - \ \ 335.50 TC, \ 2' CURB - OPENING 5 33y.50 310EXISTING CONTOUR 6� PROPOSED CONTOURS FLOW DIRECTION - �• • • -�• • • DITCH FLOWLINE 318'19 DESIGN GRADE SPOT ELEVATION CONCRETE SIDEWALK _ EXISTING TREE 332.92 TC 331.85 TW` 33D.15 --3,31- _ - \ \ a� X329 � \ 3 \ 328-----._ 327--_.._ .80 TG \ \ i 328.00 TG� 327.50 TGA 6" 2' CURB 4.4 6" CURS �2.5'0.5'2.5'•--� :-. 74 TYPICAL S CURD OPENING N.T.S LEGEND -- 310EXISTING CONTOUR 6� PROPOSED CONTOURS FLOW DIRECTION - �• • • -�• • • DITCH FLOWLINE 318'19 DESIGN GRADE SPOT ELEVATION CONCRETE SIDEWALK _ EXISTING TREE \ GRADING CONSTRUCTION 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 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED - _-- BY THE STANDARD PROCTO, R TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE - - - CONTENT TO 47. ABOVE T E OPTIMUM MOISTURE CONTENT. AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY - --� _ WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V -12H. 1+1 I I 3 ' +00 \33S \ \ \ 4. THE TOPOGRAPHY SHOWN' IS FROM FIELD SURVEY DATA. 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE TRENCH IS 00 $3¢.61 TC \ \ \ WITHIN 5' OF PAVEMENT OR SIDEWALK. C3 IImI y �'`�? 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. -`"" •-�_ 334.83 TC �' 333.5TC 333.50 TC 334.32 TC \ \ 7. REFER TO SHEET C6 FOR PAVEMENT CONSTRUCTION DETAILS AND NOTES. 8. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. ALL PARKING 333.93 TC 3 334•-�334_� \ � " 332.98 1; T� \ LOT ISLANDS AND AREAS , DJACENT TO PARKING AND SIDEWALK AREAS SHALL RECEIVE 6 SANDY LOAM \ I ` TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. S C H U LT Z ENGINEERING LLC THE SEAL APPEARING ON THIS WAS AUHORIZED BY TBPE NO. 12327 JOSEPHMENT P. SCHULlZTP.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON SEPTEM9ER 28, 2011. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-162 SEPTEMBER 2011 Pow- y�............. *-0 JOSEPH P. SCHULTZ�. 65889 h� X30', FIW # 12,327 37 ENGINEERING, LLC 332.98 TC 3 3 `333 \ CURB \ IPENING i W 3 3 \331.35 TW 331.25 TW / 31.35 TW m \ 3 3 \ f \ n X33 .\ �' m 55 3 O \ o N to /329.9Q TW� -SIDEWALK \ \ - TRENCH EDRAIN E \ E J3�\ E E N m 7329.50 TW 3 3 \ 32860- a � 28.50 FL \ a w O1 3 3 \ N \ 10 \330 330. 7 TW C rr \ 9 3 TG �? 9\ 330.30 TW \ \ it-��■� \ % 20 10 0 20 27.20 FL S LE IN FEET (nom \ \ V \ TDI -BR 0 OKS INTERNATIONAL CORPORATE HEADQUARTERS LAB ORA TOR Y B UILDING SOUTH D 0 WLING ROAD, COLLEGE STATION, TEXAS 2' CURB \ OPENING 3/16" NOMINAL ANNULAR SPACEi VARIES ?� t �0 61 DIAMOND PLATE AS BY OWNER (Typ) L4 NOTES: 1. CONCRETE TO BE THE SAME TYPE AND STRENGTH AS SIDEWALK. DISCHARGE FLOW SIDEWAT� DRAINAGE TRENCH D 'MAIN NO. 1, 2 & 3 N.T.S. GRADING PLAN SCALE VERTICAL HORIZONTAL 1 "=20' PLOTTING SCALE: 1:1 FILE NAME: 11-162 SHEET f'z G ( 1 \ I \OPENING 1 /X,/ M 30 LF O 30 LF OF 1-6" A PVCSLEEVE 30 LF OF 18" PVC\SLEEVE `us' ADS PIPE 3+00 @0.5% - \ FL=332.00 0 4+0o FOR FUTURE / �� WATERLINE / 30 LF OF 3-6" \ A \ 8-$H 8` PVC SLEEVE 336 FOR FUTURE / P 338 6+00 337 TELECOMMUNICAT IONS//j� AIVA p N LINE \ / \ 2' CURB )v OPENING n / �cn 352 PROFILE SCALE Alignment Data: PRIVATE DRIVE II Number Start Station End Station Length 1"=40' HORZ. ion Radius Delta DOC Mid Ord Tangent Start Northing Start Easting End Northing End Easing L1 0+00.00 2+10.28 210.28 N53' 42' 36-E 1"=4' VERT. 10183167.96 3562632.03 10183292.42 35628011!52 Cl 2+10.28 3+79.90 169.61 N79- 37' 30-E 348 051'49'49' 030.5577 18.85 91.11 10183292.42 3562801.52 10183321.94 356296.',73 PVI STA. 5+00.44 4+06.80 26.91 S74' 27' 36-E 348 10183321.94 3562962.73 10183314.73 356298165 C2 PVI ELEV. = 338.14 161.42 S8Z OO' 35-E 612.50 015'05'59' 009.3544 5.31 81.18 10183314.73 3562988.65 10183292.35 356314!.04 L3 5+68.22 HIGH PNT STJ L = 5+00.44 S89' 33' 34-E 10183292.35 3563148.04 10183291.87 356321' 143 C3 6+31.61 7+47.77 HIGH PNT EL ---V. = 338.02 137.50 048'24'17- 041.6697 12.09 61.80 10183291.87 3563211.43 10183244.86 PVI STA. = 1+94.39 L4 7+47.77 7+59.79 12.02 K = 37.50 PVI : STA. = 6f-93.29 10183244.86 3563313.90 10183235.81 3563321 PVI ELEV. = 335.70 60' VC PVI ELEV. = 36.60 344 HIGH PNT STA. 2+24.39 LOW PUT STA 6+78.27 344 LOW PNT ELEV. 336.78 HIGH PNT ELEV. = 335.940 �c o �q K=20 6 K= 18.2 60' V +M `� +M so' VC n aW nW EXISTI G v>; E m GROUND (ISTING to 340 0 0° GRou D m N OR M n 340 to r7 +M NM +M + co + M n II W n N W n N j r II U V �% �i En In -0.8 X -_- "- 2• ir REFER TO SHEET4 'm M o.eo F0 ADES I 14 -o.sos� 336GROUND THIS AREA EXISTiNc 336 (RIGHT) DESIGN---Zto to N to cq cq 310 GRADE _ m N co + N ® CENTERLINE M To z n u II n W 332 ; ; En w 0 332 C7 M M 30 LF OF 1 " ADS n II M PIPE @(.5% - 60' VC FL=332. 0 FOR ,ci r, FUTURE WA ERLINE K = 26.66 TEM ORARY LOW PNT ELEV. = 33 .84 y o 0 (INSTALL 328 PLUG ON EACII END) LOW PNT STA = 6+7 t.20 328 PVI ELEV. = 336.6 PVI STA. = 6+82.8 324 324 DESIGN p d d d d d r` N O LO r- to LO 0)GRADE @ CID u0 rn M M CENTERLINE M M M ro n r7 ELEVATION M M r7 M r0 M 320 320 1 -0+50 0+00 1+00 2+00 3+00 4+00 PRIVATE DRIVE SCHULTZENGINEERING LLC THE SEAL APPEARING ON THIS TBP1; N0. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-162 SEPTEMBER 2011 5+00 ............................. JOSEPH P. SCHULTZ FIRM # 1232 SCHULTZ ENGINEERING, LLC 7+00 8+00 TDI -BR 0 OKS INTERNATIONAL CORPORATE HEADQUARTERS LAB ORA TOR Y B UILDING SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS G LEFT TOP OF CURB +0.74' ABOVE DESIGN GRADE @ CENTERLINE LIMIT OF -J 2' MEASUREMENT FOR ROADWAY EXCAVATION & STABILIZATION. 25' B/C 0 B/C MONOLITHIC CURB 7" REINFORCED CONCRETE (28 DAY STRENGTH=3500 PSI) TYPE "D" JOINT 2% SLOPE I ,I i I RIGHT TOP OF CURB +0.26' ABOVE DESIGN GRADE @ CENTERLINE #4 BARS @ 18" O.C.E.W. (MID SLAB) 8" COMPACTED STABILIZED SUBGRADE (98% STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND +4% OF OPTIMUM) PRIVATE DRIVE 115PECTION A A REINFORCED CONC ',TEPAVEMENT -P R- IVA rip. h 17 DR I VE I PLAN & PR / FILE NOTES: 1. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 2. REFER TO SHEET C6 FOR PAVEMENT CONSTRUCTION DETAILS AND NOTES. SCALE VERTICAL 1 "=4' HORIZONTAL 1 "=40' PLOTTING SCALE: 1:1 FILE NAME: 11-162 SHII Alignment Data: PRIVATE DRIVE II Number Start Station End Station Length Line/Chord Direc ion Radius Delta DOC Mid Ord Tangent Start Northing Start Easting End Northing End Easing L1 0+00.00 2+10.28 210.28 N53' 42' 36-E 10183167.96 3562632.03 10183292.42 35628011!52 Cl 2+10.28 3+79.90 169.61 N79- 37' 30-E 187.50 051'49'49' 030.5577 18.85 91.11 10183292.42 3562801.52 10183321.94 356296.',73 L2 3+79.90 4+06.80 26.91 S74' 27' 36-E 10183321.94 3562962.73 10183314.73 356298165 C2 4+06.80 5466.22 161.42 S8Z OO' 35-E 612.50 015'05'59' 009.3544 5.31 81.18 10183314.73 3562988.65 10183292.35 356314!.04 L3 5+68.22 6+31.61 63.39 S89' 33' 34-E 10183292.35 3563148.04 10183291.87 356321' 143 C3 6+31.61 7+47.77 116.16 S65' 21' 26"E 137.50 048'24'17- 041.6697 12.09 61.80 10183291.87 3563211.43 10183244.86 3563313;90 L4 7+47.77 7+59.79 12.02 S41. 09' 18-E 10183244.86 3563313.90 10183235.81 3563321 ! 81 25' B/C 0 B/C MONOLITHIC CURB 7" REINFORCED CONCRETE (28 DAY STRENGTH=3500 PSI) TYPE "D" JOINT 2% SLOPE I ,I i I RIGHT TOP OF CURB +0.26' ABOVE DESIGN GRADE @ CENTERLINE #4 BARS @ 18" O.C.E.W. (MID SLAB) 8" COMPACTED STABILIZED SUBGRADE (98% STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND +4% OF OPTIMUM) PRIVATE DRIVE 115PECTION A A REINFORCED CONC ',TEPAVEMENT -P R- IVA rip. h 17 DR I VE I PLAN & PR / FILE NOTES: 1. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 2. REFER TO SHEET C6 FOR PAVEMENT CONSTRUCTION DETAILS AND NOTES. SCALE VERTICAL 1 "=4' HORIZONTAL 1 "=40' PLOTTING SCALE: 1:1 FILE NAME: 11-162 SHII z RUN to 117 i W-12 \ / __332 / J SEAL WITH JOINT MATERIAL 332 3/4" SMOOTH DOWEL BAR / cmc / / • 4 If \ 331 01 q _329- --328-.•_. 40 20 0 40 SCALE IN FEET ' q 327. 348 348 PROFILE SCALE a Alignment Data: PRIVATE DRIVE 2 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO 1"=40' HORZ. Number Start Station End Station Length Line/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start Easting End Northing End Easting L5 0+00.00 1+86.05 186.05 1 S36' 17. 24'E / 3 10183260.10 3562736.39 10183110.14 3562846.51 C4 1+86.05 2+98.65 112.59 1 S07' 37' 08-E 112.50 057.20'33' 050.9296 13.79 61.52 10183110.14 3562846.51 10183003.14 3562860.83 L6 2+98.65 6+58.76 1 3f0.12 I S21. 03' 09"W I I I 1 1 110183003.14 13562860.83 110182667.0613562731.461 PAVEMENT SHALL BE COMPACTED TO AT LEAST 95% OF THE / __332 / J SEAL WITH JOINT MATERIAL 332 3/4" SMOOTH DOWEL BAR / cmc / / • 4 If \ 331 01 q _329- --328-.•_. 40 20 0 40 SCALE IN FEET ' q 327. 348 348 PROFILE SCALE a 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO 1"=40' HORZ. THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE 1"=4' VERT. 4' A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. / 3 CV z g7�� " THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF \ NOTES: ' 2" a oG PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. q 1 GROUND SHOWN IS BASED ON 334.69 T_j T s 344 / FIELDINSURVEY DATA.ROFILE 3' `�� 333 _.--•-- --___ 344 � PAVEMENT SHALL BE COMPACTED TO AT LEAST 95% OF THE � `_ = 334.57 0 3/" X 18" SMOOTH PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM EXPANSION DOWELS m CURB DETAIL 4. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME 33 STABILIZED TO A MINIMUM DEPTH OF 8" AT A RATE OF N.T.S. APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SOIL. THE / __332 / J SEAL WITH JOINT MATERIAL 332 3/4" SMOOTH DOWEL BAR / cmc / / • 4 If \ 331 01 q _329- --328-.•_. 40 20 0 40 SCALE IN FEET ' q 327. 348 348 PROFILE SCALE a 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO 1"=40' HORZ. THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE 1"=4' VERT. 4' A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. PVI STA. = 1+94.19 g7�� " THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF ' 2" a 3> 3" ° 2" 3" PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. PVI ELEV. = 334.69 T_j T 2. L 344 3' 3. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE --.• 344 PAVEMENT SHALL BE COMPACTED TO AT LEAST 95% OF THE r HIGH PNT ELEV. = 334.57 0 3/" X 18" SMOOTH PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM EXPANSION DOWELS 3% BELOW TO 3% ABOVE THE OPTIMUM MOISTURE CONTENT. CURB DETAIL 4. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME K=37.6 STABILIZED TO A MINIMUM DEPTH OF 8" AT A RATE OF N.T.S. APPROXIMATELY 6% 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 60' V WHICH MEETS THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD 340 SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE °' COMPACTED TO A DENSITY OF AT LEAST 98% OF THE 340 MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE +M +M "LIME AND LIME SLURRY". THE LIME STABILIZED SUBGRADE SHOULD EXTEND A MINIMUM OF 12" OUTSIDE THE PAVEMENT. 5. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT n `4 n REMOVED AND REPLACED. 6. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL. 7. CURING COMPOUND SHALL BE APPLIED UNIFORMLY TO THE n W n w v THE RATE RECOMMENDED BY THE MANUFACTURER. THE CURING XISTING COMPOUND SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. 8. ALL ADA RAMPS WILL HAVE SHALL HAVE A DETECTABLE m WITHIN THE PROJECT SITE. RAMPS ON THE PUBLIC SIDEWALK ROUND CENTERLINE) EXISTING COMPLY WITH LOCAL AND STATE ADA REQUIREMENTS. 9. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. GROUND 336 (LEFT) 336 ----- so -_ ---------------- _GOA_ 332 332 DESIGN GRADE EXISTING 0 CENTERLIN GROUND (RIGHT) 328 328 324 324 320 320 DESIGN n c0 d GRADE ® Ln rn Lq CV CENTERLINE .14 - ELEVATION M M 316 316 -0+50 0+00 1+00 2+00 PRIVATE DRIVE 2 NON -EXTRUDING JOINT FILLER METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR SIDEWALK EXPANSION JOINT DETAIL N.T.S `LIGHT BROOM FINISH JOINTS TO BE TOOLED 1/4- TO 1/2- DEEP 421 SIDEWALK CONTRACTION JOINT DETAIL N.T.S 3+00 3+50 LEFT TOP OF CURB +0.74' ABOVE DESIGN GRADE @ CENTERLINE LIMIT OF J 2' MEASUREMENT FOR ROADWAY EXCAVATION & STABILIZATION. 25' B/C TO B/C 7" REINFORCED CONCRETE (28 DAY STRENGTH=3500 PSI) >,...., ... 2% SLOPE I i #4 BARS @ 18" O.C.E.W. (MID SLAB) 4" THICK (MIN) REINFORCED EXPANSION JOINT CONCRETE SIDEWALK (3000 PSI, 28 -DAY STRENGTH) 2% MAX CURB & GUTTER /COMPACTED 2" SAND CUSHION (AS NECESSARY) #3 DOWELS ® 24" SPACING ON CENTER 12 #3 @ 12" O.C.E.W. WHERE SIDEWALK ABUTS CURB SUBGRADE OR #4 ®18" O.C.E.W. CONCRETE SIDEWALK CROSS SECTION J/'IYLV VI\1 VI\IYIL WITH JOINT MATERIALJ,F.. 3/8" TO 1/2" WIDE, 2" DEEP PER PLAN 77 STEEL REINFORCING BARS CONCRETE PAVEMENT CONTRACTION JOINTS SHALL BE. AT 15' MAX. SPACING ' NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. CONTRACTION JOINT N.T.S. SEAL WITH JOINT MATERIAL SMOOTH DOWEL BAR 1/2" DIA. X 18" O.C. ('COATED W/HEAVY GREASE) PER PLAN METAL OR PLASTIC CAP, INSIDE NON -EXTRUDING JOINT FILLER DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EXPANSION JOINT N.T.S. TO BE SPACED AT 45' MAX. INTERVALS NOTE: EXPANSION JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED EQUAL. MANUFACTURERS RECOMMENDATIONS SHALL BE STRICTLY FOLLOWED FOR SEALANT THICKNESS AND APPLICATION. SCHULTZENGINEERING LLC THE SEAL APPEARING ON THIS TBPE NO. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-162 SEPTEMBER 2011 I*; •'•�••• %* JOSEPH P. SCHULTZ FIRM # 12327 l SCHULTZ ENGINEERING, LLC �- 8" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6' OR 7" AS SHOWN ON THE PLAN * 6" PAVEMENT - USE #3 REBAR ® 12" O.C.E.W. OR USE #4 REBAR ® 16" O.C.E.W. * 7" PAVEMENT - USE #4 REBAR ® 16" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. 14 TDI -BROOKS INTERNATIONAL CORPORATE HEADQUARTERS LABORATORY BUILDING SOUTH DO WLING ROAD, COLLEGE STATION, TEXAS NTS MONOLITHIC CURB - TYPE "D" JOINT RIGHT TOP OF CURB +0.26' ABOVE DESIGN GRADE @ CENTERLINE 8" COMPACTED STABILIZED SUBGRADE (98% STANDARD ASTM D-698 AT A MOISTURE CONTENT BETWEEN 0 AND +4% OF OPTIMUM) PRIVATE DRIVE SECTION B -B REINFORCED CONCRETEPA I EIIIENT 0.0' CURB HEIGH VARIABLE CURB HEIGHT ,DETECTABLE WARNING PAVERS 0°0°0°0°0°0°0°0°0°o WITH TRUNCATED DOME SURFACE o°0°0°0°0°0°0°0°0° 0 0 0 0 0 0 0 SIDEWALK 0°0°0°0000 0°0 LANDING o°°°°°o°° °o°o°o 00000000o000°000000 0 0 0 0 0 0> 0 0 0 0 0.5' CURB HEIGHT 0.0' CURB HEIG�T 6' (MAX) TYPICAL 1. 2. 3. 4. DETAIL AT PARKING AREAS N.T.S kLK JOINT SEALANT TO BE SONOBORN SL -1 OR APPROVED kLK EXPANSION JOINTS SHALL BE SPACED AT 60' MAXIMUM FALS. kLK CONTRACTION JOINTS SHALL BE SPACED AT A MAXIMUM FAL EQUAL TO THE SIDEWALKS WIDTH. kLK REINFORCEMENT TO BE #4 BARS m 18' O.C.E.W. OR #3 O 12' O.C.E.W. PRIVATE DRIVE 2 PLAN &PROFILE SCALE VERTICAL 1 "=4' HORIZONTAL 1 "=40' PLOTTING SCALE: 1:1 FILE NAME: 11-162 a 1. ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL BE TO " THE MINIMUM DEPTH SHOWN ON THE PLANS AND SHALL HAVE 3" 4' A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3500 PSI. g7�� " THE MAXIMUM PERCENTAGE OF FLY ASH REPLACEMENT OF ' 2" a 3> 3" ° 2" 3" PORTLAND CEMENT SHALL BE 25 PERCENT BY WEIGHT. _ T_j T 2. L REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) 3' 3. FILL MATERIAL USED TO ACHIEVE GRADE IN AREAS TO RECEIVE --.• 4" PAVEMENT SHALL BE COMPACTED TO AT LEAST 95% OF THE r 1"- a #4 BARS MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD 0 3/" X 18" SMOOTH PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM EXPANSION DOWELS 3% BELOW TO 3% ABOVE THE OPTIMUM MOISTURE CONTENT. CURB DETAIL 4. THE SUBGRADE SOILS BENEATH THE PAVEMENT SHALL BE LIME STABILIZED TO A MINIMUM DEPTH OF 8" AT A RATE OF N.T.S. APPROXIMATELY 6% 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 (TXDOT), STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES, ITEM 260. THE LIME STABILIZED SOIL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698 AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE TO 4% 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 12" OUTSIDE THE PAVEMENT. 5. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 6. JOINT SEALANT MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL. 7. 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. 8. 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. 9. MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. PRIVATE DRIVE 2 PLAN &PROFILE SCALE VERTICAL 1 "=4' HORIZONTAL 1 "=40' PLOTTING SCALE: 1:1 FILE NAME: 11-162 NDSCAPE ANALYSIS Total site (developed) area: 142,556 + 29,240 + 15,343 + 21,202 _ _ _ _ _ _ _ _ _ _ _ _ _ 208,341 S.F. Points per project area required: (208,341=1000 X30 Pts.)_______________________________ 6,251 Pts. Streetscape points required: South Dowling Road = 1398' I&GN Road = 550' 1948'/50X 300 Pts .___________________ 11,688 Pts. Total landscape points required: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 17,939 Pts. (Note: A minimum of 50% of the required points (8,969.5 Pts.) must be canopy trees). Required streetscape trees (CAN count toward points): (1948'=32')------------------------------- - - - - -- 61 Trees IRRIGATION AND LANDSCAPE NOTES 1. :Contractor is responsible for providing irrigation system to accommodate new building and to provide coverage to all areas of site disturbed by construction. 2. Provide a bubbler head for each canopy and non -canopy tree zoned separately from lawn and planting bed zones. 3. Provide solid sod at all areas disturbed by construction. 4. Protective tree barriers will be in place prior to the start of any construction and will not be removed until construction is complete. 5. 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 disturbed during construction. 6. 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. 7. All back flow devices must be installed and tested upon installation as per City Ordinance 2394. 8. ?Roll -off trash container will be stored in mechanical yard. ub 3yer pine bark mulch kfill mix: %sandy loam topsoil >% peat moss well rotted pine bark mulch sh grade Varies 4 PLANTING BED SECTION Refer to 1/1.2 Scale: 1 /2"=1'-0" Tree o L. a Garden hose segments 3 -strand galvanized wire 2x2 x 8'-0" treated fine stakes (3 per tree) 3" to 4" high soil well 2" -layer pine bark 6" to 8" Finish grade Planting mix: 50% sandy loam 25% peat moss Root ball install top 25% well -rotted pine bark mulch of root ball level with the finish grade Stake all trees 3 TREE PLANTING DETAIL Refer to:1 /A1.1 Scale: 3/8"=1'-0" D. tr I Point of :onstruct fencing )utside of dripline )rip line of tree metal "tee posts" ' construction encing fabric inish grade post spacing 2 TREE PROTECTION FENCING Refer to: 1/A1.1 Scale: 1/4!'=1'-0" NEW SITE LANDSCAPE PROVIDED SYMBOL NAME SIZE Quercas shumardii 1.5" calip@r at 12" Shumard Red Oak soil; container grc to 10'tall Quercus virginiana 1.5" caliper at 12" >- (` �� Live Oak soil; container gr( zto 10'tall U Quercus macrocarpa Bur Oak Total of new canopy tree points Vitex Negundo 5 gallon cans;con Chaste Tree grown 7'to 8'tall r Ilex decidua 5 gallon cans;con o Possumhaw Holly grown 7'to 8'tall Z Z QUAN. POINT POINTS VALUE ove 15 150 2250 18' rove 15 150 2250 n 8' 15 150 2250 The AiiTle 6,750 pts. r Studio Inc. 'r 31 40 1240 308 N. Bryan Ave. Bryan, TX 717803 'r 46 40 1840 P (979)821-263' F (979)775 8224 www.arkit "x.com Rhus lanceolata1.5" caliper at 12" al: 'ove 17 40 680 Z Prarie Flameleaf Sumac soil; container grow '8' to 10'tall O Cercis Canadensis 5 gallon cans;contaii er 46 40 1840 Texas Red Bud grown 7'to 8'tall Total of new non -canopy tree points 5,600 pts. i i U ) i Grand total of new site landscaping provided_ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ - _ _ - - _ _ _12,350 pts. / ' Grand total of new streetscaping landscaping provided_ -------- _ _ _ _ _ _ _ _ ----- 9,150 pts. / Grand total of all new landscaping provided_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 21,500 pts. !I I Wooded i 0 Lot 1, Block 1 area l 51.994 Acres / 20' Zeted A -O / P.U.E. Scattered trees 20, !/ i 0 P.U.E. 'moi �'.ftftf I 00 � til I , i / � ♦ ' ' " `- -• - —., 410 4# i� i i Q / ♦ % / r 0#10 -_ � I N/F ♦ I DAVID GOLD 4f Jr 1 4 ! AND TERESA GOLD ` < % 10.0543 ACRE TRACT ( �t / \ , ♦ _ ; . - ,.\ \ ♦ y I/ 3253/54 - r i /, •- Treeprop6tiori ' I UNPLATTED �J \ i EXISTING WAREHOUSE fencing , I ♦ ` �x ,, ♦ ` ! ♦ 1l1 I I t r ♦ ,� \� � Bicycle / rack ( Aces) l l r 1 I I lork Tree protection J r fencing r / % �!`,' _ _ � �, -- • _ .`i --moi �� ! � \ a � ` I l / I '�.rt%' I I I ! / EXIST T'�N Developed area I I I ! \ DeTEN POND ))> Il/ tlt I ) I I I I \L / / / / I I / l l/ / 20' BTU ELECTRICAL EASEMENT, 9424/206 I I & 9424/274 L L Developed area 20' P.U.E Existing N/F I I vegetation CHARLES MICHAEL FULFER AND WIFE, KAREN MARIE FULFER Developed area CALLED 5.00 ACRE TRACT 10087/194 UNPLATTED / l I //l/ ❑ P.U.E. '' ` _ - - 7 20'' ! . _ - I P.U.E. I �0 . Ill//I /l / — i ♦ _ _ ' Ac - Proposed t I fire / • P.U.E. hydrant _ - _ _ 1 / ✓I J _ — _ — — _ _ — _ _ CITY OF COLLEGE STATION GPS P.U.E. Overhead T' _ _ - ► MON #134 Developed area width electric J ; �� J s r� - - _ BEARS: S 63°17'16" E 2220.16' t< ♦ varies Pr edication 1.361 Acres � / / ' / 1)0 NG ROAD _ - Existing SOUTH _— Water Se 24' ASPH PVNfr R•O•W_VARIEservice — / ` � 50' Streetscape line / 12" waterline / / ' / o / o / / / 0110, 50' LANDSCAPE PLAN 25' 100' NORTH Refer to: Survey Scale:1"= 80'-0" OF 1A 8/29/2011 t� i NEW STREETSCAPE PROVIDED i fr3 SYMBOL NAME SIZE N X QUAN. POINT POINTS � d1 VALUE Existing trees 4 -JO � Quercas shumardii 1.5" caliper at 12" above 24 150 3600 a—+ CL 0 Shumard Red Oak soil; container grown 8' N to 10' tall • O V O m Quercus virginiana 1.5" caliper at 12" above 21 150 3150 < 0 Live Oak soil; container grown 8' U C;) to 10'tall � N 0 Quercus macrocarpa 16 150 2400 0 O m Bur Oak 4-+ Total: number of streetscape trees provided -------------------- 61 trees O V) Total streetscappoints provided- __________________________ 9,150pts. NEW SITE LANDSCAPE PROVIDED SYMBOL NAME SIZE Quercas shumardii 1.5" calip@r at 12" Shumard Red Oak soil; container grc to 10'tall Quercus virginiana 1.5" caliper at 12" >- (` �� Live Oak soil; container gr( zto 10'tall U Quercus macrocarpa Bur Oak Total of new canopy tree points Vitex Negundo 5 gallon cans;con Chaste Tree grown 7'to 8'tall r Ilex decidua 5 gallon cans;con o Possumhaw Holly grown 7'to 8'tall Z Z QUAN. POINT POINTS VALUE ove 15 150 2250 18' rove 15 150 2250 n 8' 15 150 2250 The AiiTle 6,750 pts. r Studio Inc. 'r 31 40 1240 308 N. Bryan Ave. Bryan, TX 717803 'r 46 40 1840 P (979)821-263' F (979)775 8224 www.arkit "x.com Rhus lanceolata1.5" caliper at 12" al: 'ove 17 40 680 Z Prarie Flameleaf Sumac soil; container grow '8' to 10'tall O Cercis Canadensis 5 gallon cans;contaii er 46 40 1840 Texas Red Bud grown 7'to 8'tall Total of new non -canopy tree points 5,600 pts. i i U ) i Grand total of new site landscaping provided_ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ - _ _ - - _ _ _12,350 pts. / ' Grand total of new streetscaping landscaping provided_ -------- _ _ _ _ _ _ _ _ ----- 9,150 pts. / Grand total of all new landscaping provided_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 21,500 pts. !I I Wooded i 0 Lot 1, Block 1 area l 51.994 Acres / 20' Zeted A -O / P.U.E. Scattered trees 20, !/ i 0 P.U.E. 'moi �'.ftftf I 00 � til I , i / � ♦ ' ' " `- -• - —., 410 4# i� i i Q / ♦ % / r 0#10 -_ � I N/F ♦ I DAVID GOLD 4f Jr 1 4 ! AND TERESA GOLD ` < % 10.0543 ACRE TRACT ( �t / \ , ♦ _ ; . - ,.\ \ ♦ y I/ 3253/54 - r i /, •- Treeprop6tiori ' I UNPLATTED �J \ i EXISTING WAREHOUSE fencing , I ♦ ` �x ,, ♦ ` ! ♦ 1l1 I I t r ♦ ,� \� � Bicycle / rack ( Aces) l l r 1 I I lork Tree protection J r fencing r / % �!`,' _ _ � �, -- • _ .`i --moi �� ! � \ a � ` I l / I '�.rt%' I I I ! / EXIST T'�N Developed area I I I ! \ DeTEN POND ))> Il/ tlt I ) I I I I \L / / / / I I / l l/ / 20' BTU ELECTRICAL EASEMENT, 9424/206 I I & 9424/274 L L Developed area 20' P.U.E Existing N/F I I vegetation CHARLES MICHAEL FULFER AND WIFE, KAREN MARIE FULFER Developed area CALLED 5.00 ACRE TRACT 10087/194 UNPLATTED / l I //l/ ❑ P.U.E. '' ` _ - - 7 20'' ! . _ - I P.U.E. I �0 . Ill//I /l / — i ♦ _ _ ' Ac - Proposed t I fire / • P.U.E. hydrant _ - _ _ 1 / ✓I J _ — _ — — _ _ — _ _ CITY OF COLLEGE STATION GPS P.U.E. Overhead T' _ _ - ► MON #134 Developed area width electric J ; �� J s r� - - _ BEARS: S 63°17'16" E 2220.16' t< ♦ varies Pr edication 1.361 Acres � / / ' / 1)0 NG ROAD _ - Existing SOUTH _— Water Se 24' ASPH PVNfr R•O•W_VARIEservice — / ` � 50' Streetscape line / 12" waterline / / ' / o / o / / / 0110, 50' LANDSCAPE PLAN 25' 100' NORTH Refer to: Survey Scale:1"= 80'-0" OF 1A 8/29/2011 t� i i fr3 � Cr —0 N X fts � d1 4 -JO � t0 a—+ CL 0 • H N • O V O m _0 O ® C;) � N � 0 O L ® 0 O m 4-+ C— O V) Revisions I' Number Date t 0905-B 29, 2011 3of13 LML " DEMAND WATER DEMAND MINIMUM 0 GPM AVERAGE 13 GPM MAXIMUM (PEAK) 52 GPM 2" DOMESTIC WATER METER *NOTE: 2" METER SIZE NEEDED FOR FUTURE BUILDING SANITARY SEWER DEMAND ON-SITE SEWAGE FACILITY (OSSW), DESIGN PARAMETERS: A LAB FACILITY OF APPROXIMATELY 10,000 SF WITH 3 D. R. CAI CALLE6 26.19 ACME TI CT t 37 /72 UNP TTE Z NED A- ' I P 16 50 STB' . l 0 EMPLOYEES ®12 GPD AND AN � / / OFFICE FACILITY OF APPROXIMATELY 10,000 SF WITH 30 EMPLOYEES ® 5 GPD, WITH WATER \ / _�� \ / i SAVING FIXTURES, ON A 51.994 ACRE TRACT, --� \\\ � , � � Q=30 EMPLOYESS x 12 GPD + 30 EMPLOYEES x 5 GPD = 360 + 150 = 510 GPD Ra=0.045 -- ,� A=Q/Ri=510 GPD/0.045=11,333 SF REQUIRED J.�� / / � � ( / A=4(31'x31'x3.14)=12,070 SF DESIGNED N/F `lf LDAVID GOLD AND TERESA GOLD R�° ��( �'✓ i / / ! ! 5 10.0543 ACRE TFACT ` / / 1 / / S BACK CITY I EXISTING MIT 3253/54 / % % '� �I LINE UNPLATTED .� Y� �/ POND / f ZONED A-0 /` 20 ti� /` /�• `� \ - \ `SETAc--14 v N4 E--9 _ % j7, 1 (Vol-__ / "AL GENERAL NOTES: 1. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 2. PAVEMENT DEPTHS: REFER TO SHEET C2 FOR PAVEMENT DEPTHS. 3. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL TOPOGRAPHY PREPARED IN 2005. 4. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. 5. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 6. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 7. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET ABOVE -RADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 8. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDo. IDP BACK d' 'o � / 20' P:U.E. �� \ \ i I ! 1 / I r% .r�F `+7 N F Curve Table f _ � J / / 4 i' - _ `la�`�//,�! f,\�\ ` �� ISTURBED �� `'f r� / \� IRMA JOSEPHINE BEN CURVE LENGTH ti O y �f �// r %\\ �FREA IMIT�RAD US DELTA TANGENT CHORD CHORD DIRECTION EXISTING '0 nJ AD P ASE , / j �`� f -p9-) - `� --_ ` \\�: ( CALLED 15.41 ACRE TRACT " / \�`- J INE} / n�> '^� \ J� / j / / / �J I J Cl 209.65' 2814.67 004'16'04" 104.87 209.60' S24"13'35"E 12 WATERLINE 31SIDE _ 1 -� I sem_ �-_� / 4. j �1 `� ~` \ 362/473 j UNPLATTED /� ,.,�, ACK 3 3 / l I !lllli '� / . r� i`�� /,� \ .� �• \\ ! } ZONED A-0 _j j 1. EXISTING / /I DETENTION Z F RE i� / 1/ //% POND j�i f F E / DISTURBED C� ry / SIGN 3� J ROP NE f ` AREA LIMIT /`� p Lge5E0 SIGN J ! AND PHASE ` LOTi�� BL 1 F ,6 a� ( „\ /� l BUANO LINE \51.719�CR -,01,530 .5 n / f / S N 31 �,��\ / � �' 2$LD F / ' FIRE ZQN E D �® --" _ / f / ` j .--20' P.U.E. \ / �f i NT, LANt/ /�S GN F / ) (vol. _ / PRPPO D\� / rt P9 ) If RLINE W�1 41 „ !^g FIR J \ / DIST B �` SIGNi /� ,/ : Q.: .; . % FIRM I 'a - - / f}! \ ARM P 14 ,.,� • ., _.--•-- , 1`"j•- SIGN � D SE � CITY LIMIT ^' LINE �v 9* -4f }C1NEf /` f _ . ; (ter % / 1� s (� y FIRE / f f� _ ,-- `/ / 2 LANE p_ j v 'y`y V� FI P' 9 - ) i i ;. SIGNS '33s ? r` I � J NE -'`- � � � 1 " PROP QED � �y3 � I U.F� �� % �' SIGN %�E % a ! / ` „ FIRE /�YDRANT l 9 / zt WID,1'FI VIES a / r. i fi 2 ` WAT R '�FIR y' ) �s y�� r �'- FIRMETER \ a2' ' ear FIRE ' LANE NE \ ( °' SIGN DIS URGE _ \ LIMIT f ` / _ `R FIRE M l� \ l s D SE �y / LANE PROPOSED \ OSSF SPRAY FIRE SIGN FIRE HYD NT FIELDSLANS 15' P.U.E. Sel ��\ \PROPOS.EI)- (vol. I/ /12" WATERLINE W-1 ! \ ` < 2 ✓ `\ FIR - \ J JZLANE �- �- `\\� ''� � �� , s\ } ,�. -- --- �.� -._ �' ,,.•- ` SIGN '. -,____ � •---•,. � ._.- EXISTING 9\ �`\ s� 50 6" WATERLINE FRONTS 9� SETBACK \ --` / '' `� i ' _ -�_� \ I I R qqpp ,� f \\ ` FIRE EXISTING �, ,�\ \� DISTURBED LANE / EXISTING � DRIVEWAY AREA LIMIT - i SIGN BUILDING i is N 2�.U.E. AND PHASE ___ / , 16,324 SF N/F �\ (Vol. LINE / \ � � � -� / f` % � � �- -_._. ` � • � EPTING, RICHARD GLENN JR 20' BTU ELECTRICAL / \ 100 50 0 100 \� P9• -) _ fA LOT 11 9\ �\ \ EASEMENT, 9424/206 EXISTI%/� _ , `1 --_ SCALE IN FEET �r �,,\ \ & 9424/274 ILDIN l"�� / / / / _-SHILOH ZONED IS ONO 289/219 9� \ 20' P.U.E. FIRE 20' P.U.E. ( (Vol. \�s \ . �`- �"� - -- y LANE -•,.,-ti..... ��.._„_ ---_._ `J! � P9.-. ) �:, \ 9. __-'J- / SIGNLEGEND - -284-- - EXISTING CONTOUR LOT BOUNDARY $ FIRE HYDRANT 4 GATE VALVES W-8 PROPOSED WATER LINE C. EXISTING EXISTING TREE ® mm mmmammmmam =am CITY LIMIT LINE DISTURBED AREA LIMIT AND PHASE LINE - ST- Sr- sr- �` - n - - - PROPOSED STORM SEWER PIPE DITCH FLOWLINE UNE TABLE UNE # LENGTH DIRECTION U 217.74' S68' 24' 47"W L2 206.97' S70. 01' 48"W L3 110.13' S71' 40' 52"W L4 108.61 ` S75- 43' 32"W L5 215.99' S82' 48' 15"W L6 98.89" S83' 56' 08"W L7 159.46' S85' 44' 30"W L8 134.33' N87' 32' 32"W L9 149.16' N82' 15' 23"W IDP BACK d' 'o � / 20' P:U.E. �� \ \ i I ! 1 / I r% .r�F `+7 N F Curve Table f _ � J / / 4 i' - _ `la�`�//,�! f,\�\ ` �� ISTURBED �� `'f r� / \� IRMA JOSEPHINE BEN CURVE LENGTH ti O y �f �// r %\\ �FREA IMIT�RAD US DELTA TANGENT CHORD CHORD DIRECTION EXISTING '0 nJ AD P ASE , / j �`� f -p9-) - `� --_ ` \\�: ( CALLED 15.41 ACRE TRACT " / \�`- J INE} / n�> '^� \ J� / j / / / �J I J Cl 209.65' 2814.67 004'16'04" 104.87 209.60' S24"13'35"E 12 WATERLINE 31SIDE _ 1 -� I sem_ �-_� / 4. j �1 `� ~` \ 362/473 j UNPLATTED /� ,.,�, ACK 3 3 / l I !lllli '� / . r� i`�� /,� \ .� �• \\ ! } ZONED A-0 _j j 1. EXISTING / /I DETENTION Z F RE i� / 1/ //% POND j�i f F E / DISTURBED C� ry / SIGN 3� J ROP NE f ` AREA LIMIT /`� p Lge5E0 SIGN J ! AND PHASE ` LOTi�� BL 1 F ,6 a� ( „\ /� l BUANO LINE \51.719�CR -,01,530 .5 n / f / S N 31 �,��\ / � �' 2$LD F / ' FIRE ZQN E D �® --" _ / f / ` j .--20' P.U.E. \ / �f i NT, LANt/ /�S GN F / ) (vol. _ / PRPPO D\� / rt P9 ) If RLINE W�1 41 „ !^g FIR J \ / DIST B �` SIGNi /� ,/ : Q.: .; . % FIRM I 'a - - / f}! \ ARM P 14 ,.,� • ., _.--•-- , 1`"j•- SIGN � D SE � CITY LIMIT ^' LINE �v 9* -4f }C1NEf /` f _ . ; (ter % / 1� s (� y FIRE / f f� _ ,-- `/ / 2 LANE p_ j v 'y`y V� FI P' 9 - ) i i ;. SIGNS '33s ? r` I � J NE -'`- � � � 1 " PROP QED � �y3 � I U.F� �� % �' SIGN %�E % a ! / ` „ FIRE /�YDRANT l 9 / zt WID,1'FI VIES a / r. i fi 2 ` WAT R '�FIR y' ) �s y�� r �'- FIRMETER \ a2' ' ear FIRE ' LANE NE \ ( °' SIGN DIS URGE _ \ LIMIT f ` / _ `R FIRE M l� \ l s D SE �y / LANE PROPOSED \ OSSF SPRAY FIRE SIGN FIRE HYD NT FIELDSLANS 15' P.U.E. Sel ��\ \PROPOS.EI)- (vol. I/ /12" WATERLINE W-1 ! \ ` < 2 ✓ `\ FIR - \ J JZLANE �- �- `\\� ''� � �� , s\ } ,�. -- --- �.� -._ �' ,,.•- ` SIGN '. -,____ � •---•,. � ._.- EXISTING 9\ �`\ s� 50 6" WATERLINE FRONTS 9� SETBACK \ --` / '' `� i ' _ -�_� \ I I R qqpp ,� f \\ ` FIRE EXISTING �, ,�\ \� DISTURBED LANE / EXISTING � DRIVEWAY AREA LIMIT - i SIGN BUILDING i is N 2�.U.E. AND PHASE ___ / , 16,324 SF N/F �\ (Vol. LINE / \ � � � -� / f` % � � �- -_._. ` � • � EPTING, RICHARD GLENN JR 20' BTU ELECTRICAL / \ 100 50 0 100 \� P9• -) _ fA LOT 11 9\ �\ \ EASEMENT, 9424/206 EXISTI%/� _ , `1 --_ SCALE IN FEET �r �,,\ \ & 9424/274 ILDIN l"�� / / / / _-SHILOH ZONED IS ONO 289/219 9� \ 20' P.U.E. FIRE 20' P.U.E. ( (Vol. \�s \ . �`- �"� - -- y LANE -•,.,-ti..... ��.._„_ ---_._ `J! � P9.-. ) �:, \ 9. __-'J- / SIGNLEGEND - -284-- - EXISTING CONTOUR LOT BOUNDARY $ FIRE HYDRANT 4 GATE VALVES W-8 PROPOSED WATER LINE C. EXISTING EXISTING TREE ® mm mmmammmmam =am CITY LIMIT LINE DISTURBED AREA LIMIT AND PHASE LINE - ST- Sr- sr- �` - n - - - PROPOSED STORM SEWER PIPE DITCH FLOWLINE "� ��1 %%•� '�/ / \\�' EXISTING '' ✓` \� /\\\ DETENTION � \ z FIRE \ \ POND •�f.-•� --- = � � / _.�•_. SIN �` \� SDE, SETBACK DRIVEWAY 20' P.U.E. TO BE FI (Vol. REMOVED \ \ LANSIGN P9•-) �� ! �°'` EXISTING �� v \ f -- i / / N/F SERVICE \ / / CHARLES MICHAEL FULFER AND / c�-�G WIFE, KAREN MARIE FULFER CALLED 5.00 ACRE TRACT DRIVEWAY 10087/194 TO BEUNPLATTED REMOVED �, �� \ r'' ZONED A-0 SCHULTZENGINEERING L L C THE SEAL APPEARING ON THIS TBPE NO. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College Station, Teas 778=1:5 979.764.3900 RELEASED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-180 SEPTEMBER 2011 ®®�,t!,PjC OF ,T I JOSEPH P. SCHULTZ FIRM # 12327 SCHULTZ ENGINEERING, LLC TDI -BROOKS vCORPORATE HEADQUARTERS LABORATORY BUII ROAD,SOUTH DOWLING TEXAS SKETCH OF NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. 1/4"R 24" - 6"- 15" ®'y 1/4"R 5' 12" J 3"_ _ 4' ®� ® 3., 3,. 3,. 2" 2. N.T.S. SITE SPECIFIC NOTES: 1. THE OWNER OF THE PROPERTY IS GE03,INC THE SUBJECT PROPERTY IS LOT 1, BLOCK 1 OF THE TDI -BROOKS INTERNATIONAL CENTER, PROPERTY IS ZONED AO - AGRICULTURE OPEN 2. PROPOSED BUILDING A IS 1 STORY, 20' HIGH, 9,815 SF AND FF=330.5'. 3. THE DISTURBED AREA FOR THIS PROJECT IS 7.773 ACRES (338,594 SF), i 4. THIS TRACT DOES NOT UE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 4804100200-C, EFFECTIVE JULY 2, 1992. 5. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PS. 6. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE I' IRRIGATION PLANS. 7. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 8. THERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. THE BUILDING IS 918 5 SF TYPE IIIB CONSTRUCTION AND ACCORDING TO IFC TABLE 8705.1 "MINIMUM REQUIRED FIRE LOW AND FLOW DURATION" THIS BUILDING REQUIRES 2,250 GALLONS PER MINUTE. THE BUILDING'S FIRE SPRINKLER SYSTEM ALLOWS FOR A 50% REDUCTION IN THAT REQUIREMENT (1,125 GALLONS PER MINUTE). THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IS 1,500 GALLONS PER MINUTE. ACCORDING TO IFC TABLE C105.1 "NUMBER AND DISTRIBUTION OF F RE HYDRANTS" A 1,500 GPM FIRE FLOW REQUIRES ONLY ONE FIRE HYDRANT. 9. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 10. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2 10 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 11. EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WITH THE UNIFIED DEVELOPMENd ORDINANCE. 12. 41 PARKING SPACES ARE PROVIDED FOR THIS SITE. 40 SPACES ARE REQUIRED (1 PER 25 SF OF BUILDING AREA). I I! 13. THIS LOT WILL BE SEWERED BY ON-SITE SEWAGE FACILITIES (OSSFs) -WHICH MUST COMPLY !WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "' "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMEENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIO'ERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 .FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. 14. ELECTRICAL SERVICE FOR THIS SITE IS PROVIDED BY BRYAN TEXAS UTILITIES, BTU. 15. TDI BROOKS INTER VATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLOT FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS, AND LANDSCAPING IN ACCORDANCE WITH ORDINANCES REGARDING BUILDING PLOTS OVER 50,000 SQUARE FEET IN AREA. 16. THE FOLLOWING BLANKET EASEMENTS APPLY TO THIS TRACT: -CITY OF BRYAN 144/108 -WELLBORN WATER SUPPLY CORP. 303/288 -CITY OF BRYAN 548/539 AT THE TIME OF THE FILING OF THIS PLAT, THE BLANKET EASEMENTS DO APPLY. THESE EASEMENTS ARE BLANKET IN NATURE AND HAVE NO DEFINED DESCRIPTION. 17. NO HAZARDOUS MATERIAL MAY BE DISPOSED IN THIS SITE'S SANITARY SYSTEM. 18. A KNOX BOX WILL BE PROVIDED FOR THIS BUILDING AND THE OWNER WILL BE ADVISED OF 'A KNOX SWITCH FOR GATED ENTRANCE, IF PROVIDED. 19. THE REQUIRED PARKING ISLAND SQUARE FOOTAGE IS CALCULATED BY THE FORMULA: (# OF ',. PARKING SPACES/15)*180. WITH 41 PARKING SPACES THIS SITE REQUIRES 492 SQUARE FEET OF PARKING ISLANDS. THE PROPOSED PARKING LOT EXCEEDS THE REQUIRED AMOUNT. ?0. THE DRIVEWAY AT IG&N WILL REQUIRE A PERMIT FROM THE BRAZOS COUNTY ROAD AND BRILIGE DEPARTMENT. DRI VEWAY-J TO BE REMOVED G DRIEWAYS REVIE ED FOR COM LIANCE FES! 022012 COLLEGL vo i A F ION ENGINEERING -4 - ® _ #4 BARS 0 = 3/4" X 18" SMOOTF EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. STEEL REINFORCING BARS CONCRETE PAVEMENT " - 8" LIME STA81LIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 7" AS SHOWN ON THE PLAN (SHEET C2) * 6" PAVEMENT - USE #3 REBAR 0 12" O.C.E.W. OR USE #4 REBAR 0 16" O.C.E.W. * 7" PAVEMENT - USE #4 REBAR 0 16" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. SITE PLAN I Lk SHEET > OF 3 119 j Y TO SCHULTZ ENGINEERING, LL. FIEQUIRED 14379 South Dowling Road TBPE Firm Reg. No. 12327; Ir 0 ■ 4,T ` �... lc . I N1 OT RF 00 F11 E e A College Station, Texas 7781-5 SURVEYOR: P. 0. Box 11995 College Station, Texas 778112 Brad Kerr, R.P.L.S. No. 4502 1 REVISED PRIVATE DRIVE ALIGNMENT JPS 12/09/2011 MARK REVISION BY DATE "� ��1 %%•� '�/ / \\�' EXISTING '' ✓` \� /\\\ DETENTION � \ z FIRE \ \ POND •�f.-•� --- = � � / _.�•_. SIN �` \� SDE, SETBACK DRIVEWAY 20' P.U.E. TO BE FI (Vol. REMOVED \ \ LANSIGN P9•-) �� ! �°'` EXISTING �� v \ f -- i / / N/F SERVICE \ / / CHARLES MICHAEL FULFER AND / c�-�G WIFE, KAREN MARIE FULFER CALLED 5.00 ACRE TRACT DRIVEWAY 10087/194 TO BEUNPLATTED REMOVED �, �� \ r'' ZONED A-0 SCHULTZENGINEERING L L C THE SEAL APPEARING ON THIS TBPE NO. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College Station, Teas 778=1:5 979.764.3900 RELEASED FOR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-180 SEPTEMBER 2011 ®®�,t!,PjC OF ,T I JOSEPH P. SCHULTZ FIRM # 12327 SCHULTZ ENGINEERING, LLC TDI -BROOKS vCORPORATE HEADQUARTERS LABORATORY BUII ROAD,SOUTH DOWLING TEXAS SKETCH OF NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. 1/4"R 24" - 6"- 15" ®'y 1/4"R 5' 12" J 3"_ _ 4' ®� ® 3., 3,. 3,. 2" 2. N.T.S. SITE SPECIFIC NOTES: 1. THE OWNER OF THE PROPERTY IS GE03,INC THE SUBJECT PROPERTY IS LOT 1, BLOCK 1 OF THE TDI -BROOKS INTERNATIONAL CENTER, PROPERTY IS ZONED AO - AGRICULTURE OPEN 2. PROPOSED BUILDING A IS 1 STORY, 20' HIGH, 9,815 SF AND FF=330.5'. 3. THE DISTURBED AREA FOR THIS PROJECT IS 7.773 ACRES (338,594 SF), i 4. THIS TRACT DOES NOT UE WITHIN A DESIGNATED 100 YEAR FLOOD PLAIN ACCORDING TO THE F.I.R.M. MAPS, COMMUNITY PANEL NO. 4804100200-C, EFFECTIVE JULY 2, 1992. 5. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE GRADING AND DRAINAGE PS. 6. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE I' IRRIGATION PLANS. 7. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 8. THERE IS A FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. THE BUILDING IS 918 5 SF TYPE IIIB CONSTRUCTION AND ACCORDING TO IFC TABLE 8705.1 "MINIMUM REQUIRED FIRE LOW AND FLOW DURATION" THIS BUILDING REQUIRES 2,250 GALLONS PER MINUTE. THE BUILDING'S FIRE SPRINKLER SYSTEM ALLOWS FOR A 50% REDUCTION IN THAT REQUIREMENT (1,125 GALLONS PER MINUTE). THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IS 1,500 GALLONS PER MINUTE. ACCORDING TO IFC TABLE C105.1 "NUMBER AND DISTRIBUTION OF F RE HYDRANTS" A 1,500 GPM FIRE FLOW REQUIRES ONLY ONE FIRE HYDRANT. 9. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 10. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 2 10 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. 11. EXTERIOR LIGHTING FOR THE SITE WILL BE IN ACCORDANCE WITH THE UNIFIED DEVELOPMENd ORDINANCE. 12. 41 PARKING SPACES ARE PROVIDED FOR THIS SITE. 40 SPACES ARE REQUIRED (1 PER 25 SF OF BUILDING AREA). I I! 13. THIS LOT WILL BE SEWERED BY ON-SITE SEWAGE FACILITIES (OSSFs) -WHICH MUST COMPLY !WITH ALL COUNTY & STATE OSSF REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "' "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMEENT. THIS PERMIT ENSURES COMPLIANCE WITH THE COUNTY ORDER ADOPTED BY THE COMMISSIO'ERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 .FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. 14. ELECTRICAL SERVICE FOR THIS SITE IS PROVIDED BY BRYAN TEXAS UTILITIES, BTU. 15. TDI BROOKS INTER VATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLOT FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS, AND LANDSCAPING IN ACCORDANCE WITH ORDINANCES REGARDING BUILDING PLOTS OVER 50,000 SQUARE FEET IN AREA. 16. THE FOLLOWING BLANKET EASEMENTS APPLY TO THIS TRACT: -CITY OF BRYAN 144/108 -WELLBORN WATER SUPPLY CORP. 303/288 -CITY OF BRYAN 548/539 AT THE TIME OF THE FILING OF THIS PLAT, THE BLANKET EASEMENTS DO APPLY. THESE EASEMENTS ARE BLANKET IN NATURE AND HAVE NO DEFINED DESCRIPTION. 17. NO HAZARDOUS MATERIAL MAY BE DISPOSED IN THIS SITE'S SANITARY SYSTEM. 18. A KNOX BOX WILL BE PROVIDED FOR THIS BUILDING AND THE OWNER WILL BE ADVISED OF 'A KNOX SWITCH FOR GATED ENTRANCE, IF PROVIDED. 19. THE REQUIRED PARKING ISLAND SQUARE FOOTAGE IS CALCULATED BY THE FORMULA: (# OF ',. PARKING SPACES/15)*180. WITH 41 PARKING SPACES THIS SITE REQUIRES 492 SQUARE FEET OF PARKING ISLANDS. THE PROPOSED PARKING LOT EXCEEDS THE REQUIRED AMOUNT. ?0. THE DRIVEWAY AT IG&N WILL REQUIRE A PERMIT FROM THE BRAZOS COUNTY ROAD AND BRILIGE DEPARTMENT. DRI VEWAY-J TO BE REMOVED G DRIEWAYS REVIE ED FOR COM LIANCE FES! 022012 COLLEGL vo i A F ION ENGINEERING -4 - ® _ #4 BARS 0 = 3/4" X 18" SMOOTF EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. STEEL REINFORCING BARS CONCRETE PAVEMENT " - 8" LIME STA81LIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=6" OR 7" AS SHOWN ON THE PLAN (SHEET C2) * 6" PAVEMENT - USE #3 REBAR 0 12" O.C.E.W. OR USE #4 REBAR 0 16" O.C.E.W. * 7" PAVEMENT - USE #4 REBAR 0 16" O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. SITE PLAN I Lk SHEET > OF 3 119 j Y TO LOCK 1, LOT 17 51.719 ACMES ANDREW McMAHAN SURVEY, A-167 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1"=100' AUGUST 2011 OWNER: ENGINEER: GE03, Inc. SCHULTZ ENGINEERING, LL. FIEQUIRED 14379 South Dowling Road TBPE Firm Reg. No. 12327; Ir 0 ■ 4,T ` �... lc . I N1 OT RF 00 F11 E LOCK 1, LOT 17 51.719 ACMES ANDREW McMAHAN SURVEY, A-167 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1"=100' AUGUST 2011 OWNER: ENGINEER: GE03, Inc. SCHULTZ ENGINEERING, LL. 14379 South Dowling Road TBPE Firm Reg. No. 12327; College Station, TX 77845 (979)693-3446 2730 Longmire Drive, Sui e A College Station, Texas 7781-5 SURVEYOR: P. 0. Box 11995 College Station, Texas 778112 Brad Kerr, R.P.L.S. No. 4502 979.764.3900 Kerr. Surveying, LLC 505 Church Avenue (979) 690-7250 ►MPL.,IANC FEB d 22012 L�.tue S IHi i0t DEVELb�PMENT �VI E PLAT FILED:mmin 2 FI SCALE SHEET -ICAL n/a IZONTAL 1"=100' TING SCALE: 1:1 NAME: 11-180 I i I i �"""" '-tea-331w�� bt °� ! /-■--- 12" EACH END 108' FIRE LANE MARKINGS lull _ ALL CURBS AND. CURB N r 1 — HilfT! — ' EDS SHALL BE PAINTED RED IQ24' FIRE LAN ° _ WITH FOUR INCH 4 WHITE LETTERING STATING FIRE I f ! / 18" +TM LANE - NO PARKING - TOW AWAY ZONE". WORDING M I _ MAY NOT BE SPACED MORE THAN FIFTEEN FEET n" P - /� PARKNVG APART. l; ONLY A SIGN TWELVE INCHES (12») WIDE AND EIGHTEEN (I _ INCHES (18") IN HEIGHT SHALL BE MOUNTED IN A -- /}x 6 4-� �� CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE EWALK i !� , } , t ,/ t j. / PROPERTY. SUCH SIGNS SHALL BE TWELVE INCHES I -3V --I--15• so' min. 3q' min. ! 15•—{—ss•-I Z , NOTES: —— —I— --- ®®"'329 ; (12) WIDE AND EIGHTEEN INCHES HIGH, WITH A i� 1. THE SIGN SHALL BE 12" WIDE BY 18" IN COMPANION SIGN TWELVE INCHES (12") WIDE AND SIX ,� g s_ ! ` yy} a } _ 1 DISTU ED HEIGHT AND BE MOUNTED IN THE LOCATION INCHES (6) HIGH STATING '70W AWAY ZONE-. SUCH BI CK DETAIL AREA IMIT SHOWN. SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND AND PHASE WITH SYMBOLS, LEITER AND BORDER IN RED. LINE 2. SIGN SHALL BE PAINTED ON WHITE N.T.S. l BACKGROUND WITH SYMBOLS, LETTERS, AND THE FIRE LANE LINE SHOWN ON THE PLAN IS FOR 14 I �� !! $ 6 BORDER IN RED. REVIEW PURPOSES ONLY. A SIGN WILL BE PLACED { I f �` }_"t, ��h ..� 13. SIGN SHALL COMPLY WITH THE CoCS FIRE AT THE ENTRANCE OF THE PROPERTY. CONSTRUCTION NOTES: qljlI ' ��-s + SERVICE STANDARDS. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCA jION _ , 1 1 OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY L 6" FIRE �E SIGN DETAIL ,'-0° COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. FIRE N SC PVC ILE� ' -� DIG TESS: � ,�. (800) 344-8377 ! SIGN LE " 1 N.T.S. RESERVED 12"x1B" reflective finish metal ATMOS ENERGY: (800) 545-6005 e� ..,r t ` 2- ) ,.>' PARKING 800 344-8377 :'i--, t . a-� , �',,_i f � -�. '^^• � � _ /—sign ( ) 9' SUDDEN LINK COMMUNICATIONS, � 1,�..�--� I 979 846-2229 -t -' i 0 ® VERIZON: (800) 344-8377 6' 210 SF "�` _t 210 SF "�� ~ s �. \ - �-2. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS A ER I � SID WALK ,� �� ,, 12" 9° reflective finish metal CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURB ED EQUIPMENT - EXISTING F AREAS. EXISTING \ \ \ YARD 3 X` ^,•.,_ 2x2 galvanized steel tube 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF DETENTION 1 ' ( column BRYAN COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR W POND , ' I ' IT a / v: set in concrete footing. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE PROPOSED LAB ' lv In - ' 210 SF , Provide AND WELLBORN SLID STAFF. BUILDING �` galvanized steel cap welded 11 p 4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1S26 3 .5 TREE BE �` a,, 9,815 SF ( , I REP. VED ' 33 -e,,,;33 •�� ,,,,,,!..-�� `� ;�� 'i I I of tube. Paint tube and cap. 25' BLDG. HT. 1 �? „� o.�•°_."p� ��` n rt w B SUBPART P FOR TRENCH SAFETY REQUIREMENTS. i ' 5. SEE SHEET C6 FOR PAVEMENT DETAILS I . Q 15" HDPE PIE c� o 3 G; I f All characters must be / - BEGIN 40 LF v o.6ox ' �rj 6. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLOT FEE 60" minimum above NE STANDARD W/ 6H:1V S..T.'s grade or sidewalk. OLL-OFF 7 - RB CURB x TY n e" FOR THE PURPOSE OF SIGNAGE, NON-RESIDENTIAL ARCHITECTURAL STANDARDS, { I I iGARBAGE ( i F 1 r MARKING r - sk" ``"* " ` 4 A � AND LANDSCAPING IN ACCORDANCE WITH ORDINANCES REGARDING BUILDING PLOTS N I ' CO TAINERS E : t �� " OVER 50,000 SQUARE FEET IN AREA. � — ,- 1 I ADA SIGN DETAIL �, " e `, , �� 7. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATI � N LEC ICAL t ,. i ti' , ,� . ',t s YY VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE A P OR / ( 6' �CREEN RME ! ! ! ; +:.., I N.T.S. USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE N _.A WALL ! \ APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. Ell Ilk ADA GNAGE ,f 801 LEGEND` 30 LF OF 1-6" PVC SLEEVE — —284•— — EXISTING CONTOUR PR OSE➢ / / /� RACK T BOUNDARY / s cu FIR ; i 4 'iFl" I $ FIRE HYDRANT LA � , J C B �-! 1- 1 'v GATE VALVES NKS MA 1 G, 9 _ 1 ' W-8 PROPOSED WATER LINE ACCESSIBLE ROUTE / f va. �_ 132 LF OF 4 ! I S-6—S-6--l—S-6 S -s ' ti 30 15 0 30 v ✓ s s s- ADS PIPE 3 —�... --�... DITCH OR SWALE FLOWU E / » 39 LF OF 8' s SLEEVE R WATER LI E PR POSED " <_Ault,� SCALE IN FEET RUNOFF FLOW DIRECTION OSSF LINE APS PIPEO FIf�E HYDRANT D MESTIC SEWER Lt, WgPTERUNE i y / 1 " IRRIGATION ' ' CONPAVEMENT DE w- —JW -2 W-2 METER E E T DEPTH / S - w-6 " W s _ W-2 3 I I s- PROPOSED 2". ' " WATER METER I \ i " CONCRETE. FI 330-.i PAVEMENT DEPTH � � �;��r SEE INSEE A OSSF /P Y LINE mm3�1! o s ' I / / SPRAY FDC I E 1'' / / "6 ISOLATION \ / FIELDS .=. 7 ENHANCED CONCRETE SPRINK 32 LF OF 8IPE ( ti VALVE ��N ,. PAVEMENT DEPTH Rj (SEE NOTE 7) SLEEVE F0 R WA R LME f / 15" HDP P.E.�.' IPE. ` a o / -' �a�i ?3- W 6H:1 P9 -)4o LF 15" HOPE PIPE 40 LF ® 0.80 4 30 LF1 OF 18 W/ 6HaV S.E.T.'s J" I R A S PIPE / / tRF,I �� / ,.�,� l ®.5q - _ r / E � ' /� ,4a / / PROPOSED \ FL 31.25 `;. ._t , /:URB � �: ti .� _ i � � / f / MM'ARKING - •::t • / y�, / 12 WATERLINE W-1 \ FOR F TURE � ,. 2" GAT / / , _4_.,•_ WATE�LINE E _a a i fhl 6 FIRE VALVE 'f , + \ SPRINKLER / SERVICE LINE / ' ` / � / z`;_ �y ' '�•f. / � � / FIRE /� T,a•-. �--t.. ' ��, � , �, '•.I -� ` :�'. / / / URB •- 6" ISOLATIONDOMESTIC \ `� MAR / i ; V �`•� s i �'` \ Ask / WATER �/ '•�s/ sf��( / c� / � �VALVE # SERVICE 4 h 3016 OF 3-6"(SEE NOTE 7) I PVCEEVE 2" WATER � TLECMUNICATIONS 6X2 METER TEE LINE" 1" IRRIGATION PRIVATE METER I 1 S°1' ` NOTE: ALL CURBS 6" IN HE \ j• / UNLESS NOTED OTHER SE.gg 4 » PUBLIC 1/4"R _ 24 PU 6 GATE f VALVE .� / s"— k 15,. STEEL REINFORCING BARS 33� / CONCRETE PAVEMENT wN io ff M l i W-12 Y7-12 W -12 -W -12-W-12 _.-- - k�� 2„ �i - - r:•=-- �•:=-,-.•, .�'.•'' ..-s -'= h"`- '-- 12"X6" u `.' \ TEE — 3" — I ( l ) 4., 0 G- / z�'� 2" \ 8 LIME STABILIZED SUBGRADE, _ ............... (EXTENDS 1' OUTSIDE THEE 6F`PAVEMENT) 4 - 3 — * X=6" OR 7" AS SHOWN ON THE -PLAN (SHEET C2) �' hp# : �`��/ j ! = 4 BARS �` * 6" PAVEMENT - USE #��BAR @ 12" O.C.E.W. i.. V �� , ld� �,/ / (�D RUSE ##4 REBAR ® 16" O.C.E.W. PLIANCENSET A — 3 4 x 18" SMooTH " °NTS/jEXPANSiJN DOWELS 33%� * 7 '?� ENT'- USE ##4 REBAR l� 16 O.C.E.W. I e 16 324 sf ICAL C R� FEB 0 2 2012 / � J DETAIL CAL CONCRETE PAVING SECTION SCHULTZENGINEERING LLC THE SEAL APPEARING ON THIS TBPE NO. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-180 SEPTEMBER 2011 N.T.S. ®®5�P OF JOSEPH P. SCHULTZ s -1 FIRM 123 7 SCHULTZ ENGINEERING, LLC N.T.S. TDI—BROOKSaiCORPORATE HEADQUARTERS LAB ORA TOR Y B UILDING SOUTH DOWLING ROAD, COLLEGE STATION, SCALE SHEET EVa a� j LI RTICAL it/a COPAPAN "" ` � PLA RIZONTAL 1 "=30' S�I�"E T 2 OF b� Et 2012 POTTING SCALE: 1:1 CO tUt b iii ION F E NAME: 11-180 DEVEC?,PMENT,SERVI E 1 REVISED PRIVATE DRIVE ALIGNMENT JPS 12/09/2011 MARK REVISION BY I DATE SCHULTZENGINEERING LLC THE SEAL APPEARING ON THIS TBPE NO. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-180 SEPTEMBER 2011 N.T.S. ®®5�P OF JOSEPH P. SCHULTZ s -1 FIRM 123 7 SCHULTZ ENGINEERING, LLC N.T.S. TDI—BROOKSaiCORPORATE HEADQUARTERS LAB ORA TOR Y B UILDING SOUTH DOWLING ROAD, COLLEGE STATION, SCALE SHEET EVa a� j LI RTICAL it/a COPAPAN "" ` � PLA RIZONTAL 1 "=30' S�I�"E T 2 OF b� Et 2012 POTTING SCALE: 1:1 CO tUt b iii ION F E NAME: 11-180 DEVEC?,PMENT,SERVI E A1' 11 I IIi�,, 1 I I 1 1 I m 6 li II ILII 1� 11! , EXISTING DETENTION 1 ' ' POND w (LANDSCAPE SLEEVES = 11(2-4" PVC) h ' •-"" ./ 1 m °-` www j_OEvr P.U.E. / VO ZILI —.284— __ _ — EXISTING CONTOUR BOUNDARY FIRE HYDRANT 0 GATE VALVES W-8 PROPOSED WATER LINE ® ®^ ACCESSIBLE ROUTE DITCH OR SWALE FLOWLINE —� RUNOFF FLOW DIRECTION 6" CONCRETE PAVEMENT DEPTH 7" CONCRETE PAVEMENT DEPTH 7" ENHANCED CONCRETE PAVEMENT DEPTH 12" 18" DEBKKATM PAFdMG ONLY NOTES: 1. THE SIGN SHALL BE 12" WIDE BY 18" IN HEIGHT AND BE MOUNTED IN THE LOCATION SHOWN. 2. SIGN SHALL BE PAINTED ON WHITE BACKGROUND WITH SYMBOLS, LETTERS, AND BORDER IN RED. 3. SIGN SHALL COMPLY WITH THE CoCS FIRE SERVICE STANDARDS. FIDE LANE SIGN DETAIL N.T.S. FIRE LANE MARKINGS ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH (4") WHITE LETTERING STATING "FIRE LANE — NO PARKING — TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET APART. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES (18") IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (12") WIDE AND SIX INCHES (6") HIGH STATING "TOW—AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. THE FIRE LANE LINE SHOWN ON THE PLAN IS FOR REVIEW PURPOSES ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE OF THE PROPERTY. SC I -I U L T Z ENGINEERI N G LLC THE SEAL APPEARING ON THIS TBPE NO. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON DECEMBER 9, 2011. College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-180 DECEMBER 2011 ..................... *. . J05EPtt P. SCHULTZ 65889 '��'%°' FIRM # 12327 SCHULTZ ENGINEERING, LLC PARKING 12"x18" reflective finish metal D sign TDI -BROOKS INTERNATIONAL CORPORATE HEADQUARTERS BUILDINGLABORATORY CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (800) 545-6005 344-8377 SUDDEN LINK COMMUNICATIONS: (9079) 846-2229 VERIZON: (800) 344-8377 2. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE AND WELLBORN SUD STAFF. 4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 5. SEE SHEET C6 FOR PAVEMENT DETAILS 6. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLOT FOR THE PURPOSE OF SIGNAGE, NON—RESIDENTIAL ARCHITECTURAL STANDARDS, AND LANDSCAPING IN ACCORDANCE WITH ORDINANCES REGARDING BUILDING PLOTS OVER 50,000 SQUARE FEET IN AREA. 7. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. SETE' PLAN SHEET 3 -OF 3 NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. 1/4"R2_\ 4 6"— 15", Vi 3 3" — \L 2 ® 3" 1/4"R 5" SIS �4 � i 7„ 2 4" _ 3" K 0 = #4 BARS. 0 = 311/,14" X 18" SMOOTH EXPANSION DOWELS (CAL CURB DETAIL N.T.S. STEEL REINFORCING BARS CONCRETE PAVEMENT Ii X V E1FYG R 8" LIME STABILIZED SI IBGG0MPLViC (EXTENDS 1' OUTSIDE THE ED OF PAVEMENT) FEB* X=6" OR 7" AS SHOWN ON THE PLAN (SHEET C2) r 2 2 1 I Z * 6" PAVEMENT — USE #3 REBAR 0 12" O.C.E.W. OR USE #4 REBAR 0 16" O.C.E.W. COLLEG b A! A i * 7" PAVEMENT — USE #4 REBAR 0 16" O.C.E.W. ENGINES NC TYPICAL CONCRETE PAVING SECTION I N.T.S. V IEWED i C LIAN ,�k FEB 0 2 2012 GOLLtUt 0 iAl SCALE n/a TAL 1 "=30' 12"x9" reflective finish metal rn VAN � sign a 2x2 galvanized steel tube column v; set in concrete footing. Provide galvanized steel cap welded o top i of tube. Paint tube and cap. 10 I I m o C L ' i' I 3' All characters must be 60" minimum above � r__4 � .F=# rade or sidewalk. AICA SIGN DETAIL N.T.S. TDI -BROOKS INTERNATIONAL CORPORATE HEADQUARTERS BUILDINGLABORATORY CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (800) 545-6005 344-8377 SUDDEN LINK COMMUNICATIONS: (9079) 846-2229 VERIZON: (800) 344-8377 2. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE AND WELLBORN SUD STAFF. 4. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 5. SEE SHEET C6 FOR PAVEMENT DETAILS 6. TDI BROOKS INTERNATIONAL CENTER IS TO BE CONSIDERED ONE BUILDING PLOT FOR THE PURPOSE OF SIGNAGE, NON—RESIDENTIAL ARCHITECTURAL STANDARDS, AND LANDSCAPING IN ACCORDANCE WITH ORDINANCES REGARDING BUILDING PLOTS OVER 50,000 SQUARE FEET IN AREA. 7. THE FIRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE LOCKABLE LID SHALL SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT A MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. SETE' PLAN SHEET 3 -OF 3 NOTE: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. 1/4"R2_\ 4 6"— 15", Vi 3 3" — \L 2 ® 3" 1/4"R 5" SIS �4 � i 7„ 2 4" _ 3" K 0 = #4 BARS. 0 = 311/,14" X 18" SMOOTH EXPANSION DOWELS (CAL CURB DETAIL N.T.S. STEEL REINFORCING BARS CONCRETE PAVEMENT Ii X V E1FYG R 8" LIME STABILIZED SI IBGG0MPLViC (EXTENDS 1' OUTSIDE THE ED OF PAVEMENT) FEB* X=6" OR 7" AS SHOWN ON THE PLAN (SHEET C2) r 2 2 1 I Z * 6" PAVEMENT — USE #3 REBAR 0 12" O.C.E.W. OR USE #4 REBAR 0 16" O.C.E.W. COLLEG b A! A i * 7" PAVEMENT — USE #4 REBAR 0 16" O.C.E.W. ENGINES NC TYPICAL CONCRETE PAVING SECTION I N.T.S. V IEWED i C LIAN ,�k FEB 0 2 2012 GOLLtUt 0 iAl SCALE n/a TAL 1 "=30' 1 SCALE: 1:1 E: 11-180 \33p� \ \ \ SC H �J L T � ENGINEERING L L C THE SEAL APPEARING ON THIS TBPE NO. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-180 SEPTEMBER 2011 J. `\ JOSEPH P. SCHULTZ 65889 IRM # 12327 SCHULTZ ENGINEERING, LLC 6" CURB ..l •� 6" CURB �2'�.5'�2'� . r .• . a e� L . ` i -.i Vji"• fl;, TYPICAL T CURB OPENING- N.T.S TDI -BROOKS INTERNATIONAL CORPORATE HEADQUARTERS BUILDINGLABORATORY SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS LIGHT BROOM FINISH JOINTS TO BE TOOLED 1/4" TO 1/2B DEEP SIDEWALK CONTRACTION JOINT DETAIL NON -EXTRUDING JOINT DIAMOND 1 PLATE AS BY [OWNER BARS (Typ) L4 NOTES: 1. CONCRETE TO BE THE SAME TYPE AND STRENGTH AS SIDEWALK, \ v 20 10 0 20 SCALE IN FEET mm" MATERIAL D D SMOOTH DOWEL BAR .e, e R METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EXPANSION JOINT DETAIL N.T.S DISCHARGE FLOW MAL,K DRAINAGE CH DRAIN NO. 1 & 3 N.T.S. 4" THICK (MIN) REINFORCED CONCRETE SIDEWALK SIGN JOINT (3000 PSI, 28 -DAY STRENGTH) 2% MAX :: ..•».;• . 7. a Yom. e.•.::::! •F <:. o .r Y'•^:' • • '.' -:! •":; .•'.!•�",i•.':''• \ ..a:.0 �tK.wiy: �� r\� , •�-� ,`� •, +� tib. \, \ , 2" SAND CUSHION ti'` �� • (AS NECESSARY) 412'1 #3 @ 12" O.C.E.W. COMPACTED SUBGRADE OR #4 ®18" O.C.E.W. CONCRETESIDEWALK CROSS SECTION NTS DGHT VARIABLE CURB HEIGHT -DETECTABLE WARNING PAVERS 0°0°0°0°� o°o°o°o WITH TRUNCATED DOME SURFACE 0°0°0°0°0°0°3°0°0° 00000000 q0 0 0 SIDEWALK o000o000c0° 0°0 LANDING 00�0o0o0a0o°x00°00°°0 x 0 0 020, 9, 0 0 0 o 0.5' CURB HEIGHT 0.0' CURB HEIGHT 6' (MAX) ®® ``,, CC��jj% /\f�nY ILS®iFOd A�p� 1 'kms O 1� L,1, ! �1 E iY/' I •: 11 GRADING PLAN Sh"I"ET I OF 2 DETAIL AT PARKING AREAS FEB 0 2 Zp12 N.T.S COLLEGE b i 1i 1 SCALE SHEET VERTICAL HORIZCNTAL 1"=20' PLOTTING SCALE: 1:1 FILE NAME: 11-180 FEVISED 332.9 TC PRIVATE DRIVE ALIGNMENT LBY 12/09/2011 332.5 TC 333. 5 TC ---33-- SC H �J L T � ENGINEERING L L C THE SEAL APPEARING ON THIS TBPE NO. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-180 SEPTEMBER 2011 J. `\ JOSEPH P. SCHULTZ 65889 IRM # 12327 SCHULTZ ENGINEERING, LLC 6" CURB ..l •� 6" CURB �2'�.5'�2'� . r .• . a e� L . ` i -.i Vji"• fl;, TYPICAL T CURB OPENING- N.T.S TDI -BROOKS INTERNATIONAL CORPORATE HEADQUARTERS BUILDINGLABORATORY SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS LIGHT BROOM FINISH JOINTS TO BE TOOLED 1/4" TO 1/2B DEEP SIDEWALK CONTRACTION JOINT DETAIL NON -EXTRUDING JOINT DIAMOND 1 PLATE AS BY [OWNER BARS (Typ) L4 NOTES: 1. CONCRETE TO BE THE SAME TYPE AND STRENGTH AS SIDEWALK, \ v 20 10 0 20 SCALE IN FEET mm" MATERIAL D D SMOOTH DOWEL BAR .e, e R METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EXPANSION JOINT DETAIL N.T.S DISCHARGE FLOW MAL,K DRAINAGE CH DRAIN NO. 1 & 3 N.T.S. 4" THICK (MIN) REINFORCED CONCRETE SIDEWALK SIGN JOINT (3000 PSI, 28 -DAY STRENGTH) 2% MAX :: ..•».;• . 7. a Yom. e.•.::::! •F <:. o .r Y'•^:' • • '.' -:! •":; .•'.!•�",i•.':''• \ ..a:.0 �tK.wiy: �� r\� , •�-� ,`� •, +� tib. \, \ , 2" SAND CUSHION ti'` �� • (AS NECESSARY) 412'1 #3 @ 12" O.C.E.W. COMPACTED SUBGRADE OR #4 ®18" O.C.E.W. CONCRETESIDEWALK CROSS SECTION NTS DGHT VARIABLE CURB HEIGHT -DETECTABLE WARNING PAVERS 0°0°0°0°� o°o°o°o WITH TRUNCATED DOME SURFACE 0°0°0°0°0°0°3°0°0° 00000000 q0 0 0 SIDEWALK o000o000c0° 0°0 LANDING 00�0o0o0a0o°x00°00°°0 x 0 0 020, 9, 0 0 0 o 0.5' CURB HEIGHT 0.0' CURB HEIGHT 6' (MAX) ®® ``,, CC��jj% /\f�nY ILS®iFOd A�p� 1 'kms O 1� L,1, ! �1 E iY/' I •: 11 GRADING PLAN Sh"I"ET I OF 2 DETAIL AT PARKING AREAS FEB 0 2 Zp12 N.T.S COLLEGE b i 1i 1 SCALE SHEET VERTICAL HORIZCNTAL 1"=20' PLOTTING SCALE: 1:1 FILE NAME: 11-180 FEVISED PRIVATE DRIVE ALIGNMENT LBY 12/09/2011 REVISION DATE SC H �J L T � ENGINEERING L L C THE SEAL APPEARING ON THIS TBPE NO. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON SEPTEMBER 28, 2011. College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-180 SEPTEMBER 2011 J. `\ JOSEPH P. SCHULTZ 65889 IRM # 12327 SCHULTZ ENGINEERING, LLC 6" CURB ..l •� 6" CURB �2'�.5'�2'� . r .• . a e� L . ` i -.i Vji"• fl;, TYPICAL T CURB OPENING- N.T.S TDI -BROOKS INTERNATIONAL CORPORATE HEADQUARTERS BUILDINGLABORATORY SOUTH DOWLING ROAD, COLLEGE STATION, TEXAS LIGHT BROOM FINISH JOINTS TO BE TOOLED 1/4" TO 1/2B DEEP SIDEWALK CONTRACTION JOINT DETAIL NON -EXTRUDING JOINT DIAMOND 1 PLATE AS BY [OWNER BARS (Typ) L4 NOTES: 1. CONCRETE TO BE THE SAME TYPE AND STRENGTH AS SIDEWALK, \ v 20 10 0 20 SCALE IN FEET mm" MATERIAL D D SMOOTH DOWEL BAR .e, e R METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/16" GREATER THAN DIAMETER OF DOWEL BAR EXPANSION JOINT DETAIL N.T.S DISCHARGE FLOW MAL,K DRAINAGE CH DRAIN NO. 1 & 3 N.T.S. 4" THICK (MIN) REINFORCED CONCRETE SIDEWALK SIGN JOINT (3000 PSI, 28 -DAY STRENGTH) 2% MAX :: ..•».;• . 7. a Yom. e.•.::::! •F <:. o .r Y'•^:' • • '.' -:! •":; .•'.!•�",i•.':''• \ ..a:.0 �tK.wiy: �� r\� , •�-� ,`� •, +� tib. \, \ , 2" SAND CUSHION ti'` �� • (AS NECESSARY) 412'1 #3 @ 12" O.C.E.W. COMPACTED SUBGRADE OR #4 ®18" O.C.E.W. CONCRETESIDEWALK CROSS SECTION NTS DGHT VARIABLE CURB HEIGHT -DETECTABLE WARNING PAVERS 0°0°0°0°� o°o°o°o WITH TRUNCATED DOME SURFACE 0°0°0°0°0°0°3°0°0° 00000000 q0 0 0 SIDEWALK o000o000c0° 0°0 LANDING 00�0o0o0a0o°x00°00°°0 x 0 0 020, 9, 0 0 0 o 0.5' CURB HEIGHT 0.0' CURB HEIGHT 6' (MAX) ®® ``,, CC��jj% /\f�nY ILS®iFOd A�p� 1 'kms O 1� L,1, ! �1 E iY/' I •: 11 GRADING PLAN Sh"I"ET I OF 2 DETAIL AT PARKING AREAS FEB 0 2 Zp12 N.T.S COLLEGE b i 1i 1 SCALE SHEET VERTICAL HORIZCNTAL 1"=20' PLOTTING SCALE: 1:1 FILE NAME: 11-180 M�i I I II I \-o E E E \ I I \ �- �---- U I �J I '°f / S-6 _ - - /4v SI-IFT.11to Ld 9 S-6 v I I LLJ Vi -2 w-6 -7- 1.53' 1.53 W 330 328.77 FL I t " HDPE PIP 40 15LF' ® / W/ 6H.1 V 329.7078 11� LN , P7 I l I i AUi/ %/ % /` ` \L \\ \� / ` / / 2.69 E40 LF 0 �33 3 Tp 15" HDPE PIPE � O 329.70 FL 332. TC / /f 36 TP /� W/ 6H:1V S.E.T.'s / / / .�33 � I I I I I ( y`O_ ` / /331.66 C/TP / 332 I 1 I ' f M / f j j •- / ��0 / 331.91f 21 TP 0 TC 3 1 332.28jI�C 329.00 FL 33 / /• �ry �" ! f 15" HDPE PIPE � /3-, ^� 40 LF ®0.80 330.60 TC / 331.84 TP W/ 6H:1V S.E.T's / 31. TC 331 TP r 0'95 332. 6 TC 331.52 TP r I + 3 97 331 � \331.31 TP / ' • �'� / / j l / � W 310 EXISTING CONTOUR ---288- PROPOSED CONTOURS -4 FLOW DIRECTION -�• • • DITCH FLOWLINE 318.19 DESIGN GRADE SPOT ELEVATION CONCRETE SIDEWALK EXISTING TREE GRADING CONSTRUCTION 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 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT, AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE REMOVED AND REPLACED. 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V. -12H. 4. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA. 5. STRUCTURAL BACKFILL 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. REFER TO SHEET C6 FOR PAVEMENT CONSTRUCTION DETAILS AND NOTES. 8. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT 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. SCHULTZENGINEERING LLC THE SEAL APPEARING ON THIS TBPE NO. 12327 DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmir e, Suite A NO. 65889 ON DECEMBER 9, 2011. College Station, Texas 77845 RELEASED FOR CONSTRUCTION 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 11-180 DECEMBER 2011 JOSEPH P. SCHULTZ utVAl y`®aM1111% FIRM # 12327 SCHULTZ ENGINEERING, LLC TDI -BROOKS INTERNATIONAL CORPORATE HEADQUARTERS LAB ORA TOR R SOUTH DOWDOWLING ROAD, COLLEGE STATION, 20 10 0 20 30 SCALE IN FEET REVIEWED FOR COMPLIANCE E FEB 0.2 2012 ENGIN'I SCALE SHEET VERTICAL HORIZONTAL.e C PLOTTING SCALE: 1:1 FILE NAME: 11-180 ' M 11111y, 'IZA Total site (developed) area: 286,596 + 29, 240 + 15,343 +_21 ,202 - - - - - - - _ - _ _ _ 352,381 S.F. Points per project area required: (352,381-1000X30 Pts.) ______________________ _______-- 10,57213ts. Streetscape points required: South Dowling Road = 1398' I&GN Road = 550' 1948'/50X300Pts .___________________ 11,688 Pts. Total landscape points required:________________________________ 22,260 Pts. (Note: A minimum of 50% of the required points (11,130 Pts.) ; must be canopy trees). Required streetscape trees (CAN count toward points): (1948'=32')------------------------------- - - - - -- 61 Trees IRRIGATION AND LANDSCAPE NOTES 1. Contractor is responsible for providing irrigation system to accommodate new building and to provide coverage to all areas of site disturbed by construction. 2. Provide a bubbler head for each canopy and non -canopy tree zoned separately from lawn and planting bed zones. 3. Provide solid sod at all areas disturbed by construction. 4. Protective tree barriers will be in place prior to the start of any construction and will not be removed until construction is complete. 5. 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 disturbed during construction. 6. Irrigation system must be protected by either a pressure vacuum breaker, a reduced pressure principle backflow device, or a double-check backflow device, and installed as per City Ordinance 2394. 7. All backflow devices must be installed and tested upon installation as per City Ordinance 2394. 8. Roll -off trash container will be stored in mechanical yard. 1 9. Non canopy tree caliper size will be measured on a single cane, 12" above grade. ab Iyer pine bark mulch kfill mix: )% sandy loam topsoil >% peat moss %well rotted pine bark mulch sh grade Varies 4 PLA TING BED SECTIOINJ Refer to 1/1.2 Scale: 1/2"=V-0" CJ Tree EJ � r Garden hose segments 3 -strand galvanized wire 2x2 x 8'-0" treated fine stakes (3 per tree) 3" to 4" high soil well 2" -layer pine bark 6" to 8" (, i Finish grade -7 LLL_ Planting mix: \ 50% sandy loam 25% peat moss Root ball install top / 25% well -rotted pine bark mulch of root ball level with the finish grade Stake all trees F OMP Refer to: 1 /A1.1 I Point of Scale: 3/8"=V-0" onstruct fencing utside of dripline ,rip line of tree metal "tee posts" construction ancing fabric inish grade post spacing 2 TREE PROTECTION FENCING Refer to:1 /Al. 1 Scale: 1/4"=V-0" NEW STREETSCAPE PROVIDED NEW SITE LANDSCAPE PROVIDED SYMBOL NAME SIZE QUAN. POINT POINTS SYMBOL NAME SIZE QUAN. POINT POINTS VALUE VALUE C3 Existing trees - - - I 1 QShumard Red Oak soil; container grown above 17 150 2550 Quercas shumardii 2.1"- 3.4" caliper at 12" above 24 150 3600 to 10' tall 2 Shumard Red Oak soil; container grown 8' Quercus virginiana 2.1"- 3.4" caliper at 12" above 17 150 2550 to 10'tall >- Live Oak soil; container grown 8' zQuercus virginiana 2.1"-3.4" caliper at 12" above 21 150 3150 z to 10' tall Q Live Oak soil; container grown 8' u Quercus macrocarpa 2.1 "- 3.4" caliper at 12 j above Iq 150 2550 to 10' tall Bur Oak soil; container grown ' 18 �. to 10'tall Quercus macrocarpa 2.1"- 3.4" caliper at 12" above 16 150 2400 syy Bur Oak soil; container grown 8' Total of new canopy tree points 7,650 pts. to 10'tall Total number of streetscape trees provided - - - - - - - - - - - - - - - - - - - - 61 trees A Total streetscap pcints provided- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9,150pts. �� VItex Negundo 5 gallon cans;container _39 40 1520 Chaste Tree grown 7' to 8' tall, 1.2" caliper min. Ilex decidua 5 gallon cans;container 52 40 2080 Possumhaw Holly grown 7' to 8' tall, Z 1.2" caliper min. c,7 O Rhus ianceolata 5.gallon cans;container 1 22 40 880 Z Prarie Flameleaf Sumac grown 7' to 8' tall, I O 1.2" caliper min. (� Cercis Canadensis 5 gallon cans;container 52 40 2080 Texas Red Bud grown T to 8' tall, 1.2" caliper min. Total of new non -canopy tree points 6,560 pts. �) 20' - Grand total of new site landscaping provides!: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _14,210 pts. / = P.U.E. Grand total of new streetscaping landscaping provided;. - - - - - - - - - - - - - - - - - - - - 9,150 pts. f" 3 landscaping Grand total of all newprovided - - - - - - - - - - - - - - - - - - - - - - - - - 23,360 pts. � 3 , P � Wooded Lot 1, Block _ 1 ,� area / 51.994 Acres ®® 0 Zoned A -O / Scattered trees 20' a3 °' P.U.E. / __5 ° ° C/ �) ® o ®® m ° ® o ♦ �v / 1 ® /j DAVID GOLD� °� ♦ i 40 � AND ERESA GOLD ' _ ®® \ ♦' / 10.0543 ACRE TRACT 3253/54 , : %` \ e® o UNPLATTED / r_ ! Tree proteEtion ® EXISTING WAREHOUSE ,'� / / 3 ® a !� �,� ®® fencing _ a.: _ .. , � o _—. - ,� fir- ,� ; � .. -> '^rs�-� �. . �� V • � _ _ _ , I I t _ W Ed rill, rack {4 es) g i / Tree protection fencing City limit line 51 / \ 4 o I ' EXISTING e < ® k \ a / / Developed area eginning '� \ MENTION \ / L r,v \ \ L \ ®® = / / / /, / 20' BTU ELECTRICAL ! I i O� -0 / /,r / EASEMENT, 9424/206 ► I I �� / & 9424/274 0 L 50' treetsc e li D 0 �� L \ a '///// ®°/ / Existing I I // N/F \ \ � c4 � AP L \ `� ®� / ° / Developed area 20' P.U.E vegetation I I -�� / CHARLES MICHAEL FULFER (Do / C \� AND WIFE, KAREN MARIE FULFER \ \ ® \ CJ C5/ ° -Try'' / / /°° / �� _ - - _ _ - /- CALLED 5.00 ACRE TRACT Developed area I X/� ��-€�, _ _ _ - /- - 10087/194 UNPLATTED on P.U.E. o, 20' / \ o ®®®® @ ® ®m ♦ ® % ° ♦/ / / ® — 'z P.U. / \ ®o �c`'• �/� � ®®mmm ®+ ®® / / / / // / _ �, s� -' �------_.... ita \ ®♦ ',;.� m®®m®o®®®mmm®mmmm®mmm Proposed fire/ / / ° J ® �—_ - _ / - m - - - _ - - _ �' - CITY OF COLLEGE STATION GPS \ \ o hydrant / ®/ - ° .. ® _ `�> - _ _ _ - _ \ r 20 P.U.E. Overhead ` ` MON #134 \ \ \ P.U.E. Developed area width electric ; �uJ/� ®"�- - ��-� `-- BEARS: S 63°17'16" E 2220.16' varies Pr edication I -'-- �- �� - 1.361 Acres { ppWLING ROAD _ _ — — _ _ Existing . UT P VARIES water service ® 24' ASPH G ® _ 50' Streetscape line J \ \ .4- ® - > ®s 12" waterline - ' C1�► l "1 l� \ S� N �' \ ® S CA PROPOSER 12" WATERYNE 0110, o LANDSCAPE PLAN zs' 1oo' NORTI i " I Refer to: Survey I' Scale: 1 " = 80'-0" 308 N. Bryan ve. Bryan, TX 77803 P (979)821-2635 F (979)775-8224 www.arkitex.�om OF 8/29/2011 t_ 0.. 0 • o t . ; '. Revisions II Number Date 1 Sept. 7, 2011 (Nov. 22, 2011 Project 0905-B August 29, 2011 3of13 .. Vis_ LANDSCAPE ANALYSIS _ �-- Total site (developed) area: 286,596 + 29,240 + 15,343 _+�7 �202 _ _ _ _ _ _ _ _ _ _ _ _ _ 352,381 S.F. Points per project area required: (352,381+1000X 30 Pts.) _______________________________ 10,572Pts. Streetscape points required: South Dowling Road = 1398` I&GN Road = 550' 1948'/50X 300 Pts .___________________ 11,688 Pts. Total landscape points required:________________________________ 22,260 Pts. (Note: A minimum of 50% of the required points (11,130 Pts.) must be canopy trees). Required streetscape trees (CAN count toward points): (1948'=32')------------------------------- - - - - -- 61 Trees IRRIGATION AND LANDSCAPE NOTES 1. Contractor is responsible for providing irrigation system to accommodate new building and to provide coverage to all areas of site disturbed by construction. 2. Provide a bubbler head for each canopy and non -canopy tree zoned separately from lawn and planting bed zones. 3. Provide solid sod at all areas disturbed by construction. 4. Protective tree barriers will be in place prior to the start of any construction and will not be removed until construction is complete. 5. 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 disturbed during construction. 6. 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. 7. All back flow devices must be installed and tested upon installation as per City Ordinance 2394. 8. Roll -off trash container will be stored in mechanical yard. Q 9. Non canopy tree caliper size will be measured on a single cane, 12" above grade. ub 3yer pine bark mulch kfill mix: )% sandy loam topsoil >% peat moss ;% well rotted pine bark mulch sh grade NEW STREETSCAPE PROVIDED SYMBOL NAME SIZE QUAN. POINT POINTS O VALUE � N cEi X Existing trees - - - F- O Quercas shumardii 2.1 "- 3.4" cali[Jer at 12" above 24 150 3600 :Ir+ ,M Shumard Red Oak soil; container grown 8' Vi N to 10'tall C: O Quercus virginiana 2.1"- 3.4" caliper at 12" above 21 150 3150 Live Oak soil; container grown 8' U L O to 10'tall Quercus -macrocarpa 2.1"- 3.4' caliper at 12" above 16 150 2400 Bur Oak soil; container grown 8' to 10'tall Total number of streetscape trees provided -------------------- 61 trees Total streetscap points provided- - - - - - - - - - - - - - - - - - - - - - - - - - - 9,150pts. NEW SITE LANDSCAPE PROVIDED SYMBOL NAME SIZE QUAN. POINT POINTS 1 V LUES Quercas shumardii 2.1 "- 3.4" caliper at 12 above 17 150 2550 Shumard Red Oak soil; container grown 8' to 10'tall ('�"� Quercus virginiana 2.1"- 3.4" caliper at 12' above 17 >- (` �� Live Oak soil; container grown 8' 0 to 10'tall U Quercus macrocarpa 2.1"- 3.4" caliper at 1 above 17 0 Bur Oak soil; container grown 81 to 10'tall Total of new canopy tree points A Vitex Negundo 5 gallon cans;coni Chaste Tree grown 7'to 8'tall, 1.2" caliper min. a 0 Z a y Z 0 Z Ilex decidua 5 gallon cans;contai Possumhaw Holly grown 7'to 8'tall, 1.2" caliper min. Rhus lanceolata 5 gallon cans;contai Prarie Flameleaf Sumac grown 7'to 8'tall, 1.2" caliper min. 150 2550 150 2550 7,650 pts. 38 40 1520 52 40 2080 22 40 880 L O Cercis Canadensis 5 gallon cans;containerU420800 2080 Texas Red Bud grown 7'to 8'tall, 1.2" caliper min. ' Total of news non -canopy tree points -6,560 pts.- / / 20' Grand total of new site landscaping providedt _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 14,210 pts. / P.U.E. Grand total of new streetscaping landscaping provided -------------- 9,150 pts. Grand total of all new landscaping provided--------------------- 23,360 pts. -0 Wooded ' Lot 1, Block 1 . area CY - - - • 51.994 Acres / �• 2 Zoned A-0 Scattered trees 20' �� ♦ ♦' eeee•� ---"`••• 0 P.U.E. / ew�A••• DAVID GOLD ' # ' / ♦ i • - - - • . AND TERESA GOLD ` / / ♦ `\ _ \ `. �+ ' / 10.0543 ACRE TRACT 3253/54 UNPLATTED /' ', . , ` , . Tree propeitiori �� EXISTING WAREHO SEfenc/ IVaries (i N. 4 PLANTING BED SECTION Refer to 1/1.2 Scale: 1/2"=1'-0" L Tree o U � QJ (n \\ !I 11A\ � 11 ///_ ",---._ fL. Garden hose segments 3 -strand galvanized wire 2x2 x 8'-0" treated fine stakes (3 per tree) 3 to 4"high soil well 2" -layer pine bark b" to 8" / Finish grade -7 Planting mix: 50% sandy loam 25% peat moss Root ball install top 25% well -rotted pine bark mulch of root ball level with the finish grade Stake all trees 3 TREE PLANTING DETAIL Refer to:1 /Al. I Scale: 3/8"=1'-0" Di to post spacing 2 TREE PROTECTION FENCING Refer to:1 /A1.1 Point :onstruct fencing utside of dripline )rip line of tree 'metal "tee posts" ' construction -ncing fabric inish grade Scale: l/4"=1'-0" J / r \ \ / rac (4 es) Tree protection'�` 111 J / / fencing City limit ' ter; line i - - ' \ Q r / f '.� \ \\ / EX�STtNG �' • • / / Developed area � / � � pETENTION �' • \ ' i pONp • ))) /./ / I 1 1 / r L • / / / / / / / ! 20' BTU ELECTRICAL `L ' / / EASEMENT, 9424/206 1 1 I 1 \ • / / / / ! / & 9424/274 1 I t J / L /// // i♦/ / I I I i7 ♦ A / ( f L ///// ♦♦i/ / I I I \ \ L •W / / / ♦ Existing I I N/F . ♦ / / / ♦♦ ! Developed area 20'P.U.E vegetation t I I n ' CHARLES MICHAEL FULFER \ \ , + / _ i AND WIFE, KAREN MARIE FULFER /♦♦ / Developed area 1 t !i - _ /- CALLED 5.00 ACRE TRACT \ �� . / /•i / / / p /- 10087/194 p • • - - - - ! I- - - - / UNPLATTED \ .r . . / P.U.E. • - - - -t 20 / e e eY' • , • •- e e, .e// / / t +� - - 1 P.U.E.' / r 4W 10 10 ft \ e • ' " • - - . - - • - • •. •. - . . . . - - e ,• e • .. ♦ ., r r .eo- wliGr 0A _ 9°` oac Proposed fire ! _ _ hydrant / �� _ - _ _ - -- - _ - - _ - - - _ _ ', CITY OF COLLEGE STATION GPS \ \ 20' P.U.E. Overhead 'r _ _ _ MON #134 \ \ ` P.U.E. Developed area width electric _ ,\� ��% = r r�P edication I BEARS: S 63°17'16" E 2220.16' \ \ >r ♦ . varies - r„ _ 1.361 Acres _-_____------___ ------ -_ 11VLING, ROAD — — Existing DOW ——__ SO� i PVMT;R.OVARIES water service •\ \ \ \ �N,o � � , � ' r . • ♦ �-� � 24' ASP1.1 .W_ �O , 00 ' , 50' Streetscape line / \ \ - 74 ' � 'O \ \ \ ? ♦ '� 12" waterline ' r a REVIEWED FOR y ' ' PROPOSER, - , - ' ' L FEB 0 2 2012 12" WATERLINE ' DEVELOPMENT E VI t \ � IPLAT FILED: 0' 10' 50' ' LANDSCAPE PLAN 25'°' NoerH Refer to: Survey Scale: l" = 80'-0" The `r ArkitIx Studio, c. 308 N. Bryan pve. Bryan, TX 778b3 P (979)821-2135 F (979)775-8 24 www.arkitexom 14376 roopw OF 8/29/2011 i 4-0 O D � � N cEi X tL F- O O 4-J i 0) :Ir+ ,M O CL C • -� Vi N C: O U O (� i L O cr_ .C)) Revisions Number Date 1 1ept. 7, 2011 A I ov. 22, 2011 t 0905-B 29, 2011 �NNI1l'C �I Le Co Py ��a� 3� 3of13 O O O m � s F- O Revisions Number Date 1 1ept. 7, 2011 A I ov. 22, 2011 t 0905-B 29, 2011 �NNI1l'C �I Le Co Py ��a� 3� 3of13 LEGEND DRAINAGE AREA BOUNDARY TIME OF CONCENTRATION LINE + t l a — EXISTING CONTOUR ( .....:,� I•< •� / � ... .,:.,:. � ....,�,:. EXISTING TREEBoom J / 0010 �� wom Sam am" wpm www mom Now OEM 0000 Udr 50 25 0 50 SCALE IN FEET \� \ \ \ \ \ \ \ \ \ � , \ .000-- DA\ 01 10.74 ORES \ \ 0000 40000 ell tl tkI Ole fl lool— � , cuI \ 2 3om POST 9p 30" POST O SCHULTZ ENGINEERING LLC TBPE NO. 12327 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE JIM WALL JPS EL JPS 11-162 AUGUST 2011 TDI BROOKS INTERNA TIONAL CENTER LOT 1, BLOCK 1 LABORATORY & OFFICE BUILDING COLLEGE STATION, TX 'r'� 32' .,,.-330 PRE DE VEL OPMEN� DRAINAGE AREA Z,wm 1 4 I <1 ccV ,a'qq SCALE VERTICAL HORIZONTAL V=50' PLOTTING SCALE: 1:1 FILE NAME: 10.124 SCHULTZ ENGINEERING LLC TBPE NO. 12327 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. r JIM WALL � EL JPS 11-162 / AUGUST 2011 / X /-✓ / ' I I ..� \ \339to ( \ \ N 50 25 0 50 SCALE IN FEET X t� /DA10\\ 1 \ / / ----- ::. / 10.5 6 ACRE �33� � rte.. / 04 - - - - - - - __ _ - _j MM _ :. zve / / \ __ , ► 11 cq EXI S TING \& DETENTION \� CI ,, , �, J/ , 1, l lI/ /� M- \\� POND \ \ \ \ \\ \\\\\\\ POND OUTLET SIPHON PIPE / \ \ ( / ' � \ / wry/ M ' \\ \\ _ ./ .--. ✓ '`' I /% / / ro / \ O V E F L/0 W 'SPI LWA .yZ I \ \ \ 2 J 132r-- --330 � i SCHULTZ ENGINEERING LLC TBPE NO. 12327 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE JIM WALL JPS EL JPS 11-162 AUGUST 2011 TDI --BROOKS INTERNA TIONAL CENTER LOT 1, BLOCK > LABORATORY & OFFICE BUILDING COLLEGE STATION, TX POST-DEVELOPMEN DRAINA GE AREA MA SCALE VERTICAL HORIZONTAL 1"=5V PLOTTING SCALE: 1:1 FILE NAME: 10-124 I � I � I II I \ 0�� < 327 'j 0) 325 S L VLI\ I !D __ I I� � ; � � � � �� D E T A I L - - ► c 1 1 � � a � � .. � � 323 W. S. ------------------ 5 2 2. 3 N 1001, : � 321 \� I \\ \� \"� \�� \� \ \� \� \ DAM SUFIFACE—N. P NTI—I..\>EEP 319 COLLAR 1101" 317 40 20 0 _r40 ;�� 4f SCALE IN FEET f ��/ / / % i/ �� 315 322.35 �� \\� 0 f NORMAL -313 POOL � I�,Mi, l 1,/� 1 .14" —INLET PIPE \ I� ISM e��tl i /� rr cv/ � / / '� MM _'PPT`� F-il IAP 3II I 11 / \ fl fl 'I �� i � iI � mEXISTING K MI�1. LETH 4/ n 1 � I II I I ��I, POND SCALE: 1 "=2' VER. 14 325.35,—TOP OF D,.'\'m 324.00—CVERFL.OW S P I LWAY ORES * 3 2.35 6 8// S 'H 4 S T E F L PI E WIIT' -rom. ffl��N� A �1 / 71 1$ HORTDI-BROOKS INTERNATIONAL POND OUT =10' . POND OUTLET STRUCTURE SIPHON PIPE ISI I / \ \\\ \ \\\`\\x 324.6 100 YR W.S. i f rr / , / / / / - � \ \ \ \ \ \ \ �\3? 323 3�.. d � .- - - ----- _ "�` _.._- !� z?/ 3" VENT PIPE - W/ 3" VALVE W.S. 322.35 STEEL- 0,0--\ d' 0 6' SHIELD PIPE OPEN ON END 04ERFIJOW SPILLWAY i / / � I � I \ f I / / \ I M I I I f I I \ I � , I i � < < � III III III SCHULTZ ENGINEERING LLC TBPE NO. 12327 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE JIM WALL JPS EL JPS 11-162 AUGUST 2011 TDI -BROOKS INTERNATIONAL CENTER LOT I., BLOCK I LABORATORY & OFFICE BUILDING COLLEGE STATION, TX 5 VENT DETAIL N. T. S. -15 L. 324.0 USE SUPPARTS AS NEEDED TL, WELD 6' SHIELD PIFE TO 81" PIPE 5 POND OVERFLOW Lf L I v N.T.S. T0.75- EL. 325.35 SCALE VERTICAL HORIZONTAL 1 "=49 PLOTTING SCALE: 1:1 FILE NAME: 10-124 327 319 [m 313 312 EXHIBIT