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HomeMy WebLinkAboutDrawings-'z r -I -'s 1), -,,,N S A L A LR'��t VICINITY MAP �►� I �i�� �IIjI�O,����i i PROJECT NOT TO SCALE OWNER/DEVELOPER: TOWER POINT = to s 1E rn BRAZOS TEXAS LAND DEVELOPMENT, LLC. C/0 CAPROCK TEXAS 110 LINCOLN AVE. STE 103 COLLEGE STATION, TX 77840 (9'79)30'7-0321 D C-1 V[ D ROV V I igineering, TBPE FIRM REGISTRATION N0. 12327 2730 LONGMIRE, SUITE A COLLEGE STATION, TEXAS 77845 979.764.3900 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L DOYEN P.E., LICENSE NO. 109835, ON JUNE 18, 2013. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. SCHEDULE DF SHEETS SHEET TITLE 1 OVERALL SEWER & EROSIOIN CONTROL PLAN 2 6" & 8" PUBLIC SEWER tJ�NE -STA. 0+00 TO 7+44 PLAN & PROFILE FIGURE St STANDARD SEWER DETAILS BRAZOS TEXAS \ \ \ LAND /or j/ - / DEVELOPMENT, LLC. - a1.2'. :• .:''a . :.•; a , ci` �; ��ti \ 5a CAPROCK CROSSING - _r_ W ' d'� >4 �• '6 LOT 3, BLOCK 1 / / 20 PUE -7 y i, ...: __ _____ -_-- -_"-- �_ �,•_ 1.59 ACRES -- . 2 - ...Y .E " .. .. -�•C - 1100 5 -- 3/3 �: Q 11003 35 \ qS ZONED C-1 PRIVATE \ \ CROSS ACCESS - _ 318�'� EXISTING \ ' '' 37)\ /60 PUBLIC ACCESS, EASEMENT ATMOS GAS �\ '� \ LINE / \' _ PRIVATE DRAINAGE \ 11003/35 & LANDSCAPE EASEMENT \ 11003/35 _BRAZOS TEXAS LAND 15' PUE 10TELEPHORE DEVELOPMENT, LLC. 8460/1 �EASEMENTCAPROCK TNG 681/144 ICAL100' ELE316 - EASEMENT 1231/\378 \ / \ / / \ �.:. - 1.62 ACRES / / / \ % ZONED C-1 / 10' PRIVATE / . , \� BRAZOS TEXAS LAND � \ i; �� ,y .PUBLIC \ \\ DRAINAGE DEVELOPMENT, LLC. \ / \ �G� . WAY _ A \ 37 EASEMENT CAPROCK CROSSING \ // �y / \ '. s� 11003/35 LOT 1, BLOCK 3 20.56 ACRES EXISTING 11003/35 /\ OVERHEAD ZONED C-1 \ / \ ELECTRIC V PUE \ ____70' PUBLIC ACCESS, L IBM #11 1100 5\ / � PRIVATE DRAINAGE, j // / '--- ----_. •,.- ____.. \ � & LANDSCAPE EASEMENT \ EXISTING \ v ° ` _ 11003/35 -- 1 8 SEWER 20' PUE 8460/1 \ \ r 12" WATER LINE\/ VARIABLE WID H \ ~ - , �� �T--'� \ EXISTING // / / P.U.E. n o / \ WELLBORN S.U.D. j / 10672/86 \ .v C �3r , ygRANlq \ / \ EXISTING /� / / / \ - \ 3\ \ .. LANe \ / \ WATER / ti }W \ \ :•.: ��,�....-- 50' PUBLIC \ / \ ACCESS 20' WATERLINE/ / / g'� EASEMENT I 11003/35 4021/260 // A 'NY -312 9 /� EXISTING / *� \ a77, / / EXISTING < I / SIDEWALK I 8" SEWER / �� /� / EXISTING ' / �(; m I 8 WATER \ \ \ 20' PRIVATE S 20' PUE / �% / , - \ DRAINAGE II 8460/1 // / \ \ \ EASEMENT I ' > '/ EXISTING '��I i I _ I EXISTING \ 3 '3 '� 12" WATER LINE VERIZON LINE •--. \ �\ \ IIS '' '� IIm ' I C14UBLIC AN 7 J ESS a EASEMENT S 11003/35 CONSTRUCIM EXIT W/WASHOUT g \S z EXISTING MH NO 1 EXISTING \ \ EXISTING 8' SEWER \ DRAINAGEI I' I I I I \ L CHANNEL BLOCK�2 T 2R PROPOSED CD I I \ __ _ - _ BLOCK 2 LOT IR\ \ I - --�� W AC1l PUBLIC ACCESS -4,88 ACR\ \3O9 EASEMENT \ J f: I MH NO 3 i I w I 20' PUE \ I 11003/35 ` I I _ PUBLIC - \ \ \ `' -_ ) � � �,ro �� I __--- �-•- N I ACCESS EASEMENT 11003/35 -moi �UE D C \ \\ 307, 6 PUI3LK:SEWEI�..9NE - 6 \ 30 � I < �'' :E 8' PUBLIC SEVIIER.l►E --- �/ Z. 6 GRADY N. ARNOLD, JIB \ PROPOSED / g' \ 3.205 ACRE TRACT \ \ �` I N l 15 PUE8, 57 PUBLIC MH NO 2 ///// SILT FENCE\ ZONED C-1 \ 3 \ < NOT PLATTED •N40 45' 10'E - 405.61' - - - - --- /_ 510 20 \ \ 1 1 \\\ - �-- 8--- _--� 8--- -g_8- _---5=8____ .`-- -� / ' PUE \ I I 305 \ \ - - �--� g------\ 11003/35 \ \ \ _ - �8\-------- -S-8 / \ \ d- 303- � _'77 � \ \\ i • �. \\ SILT FENCE 304, O \\ \ \ EXISTING / /x/ // HAY ALE \ / - \\\\ DETENTI ONDON /X / CHECK DAM \ \ �� \\\\\ OOMK40N AREA 1 1.82 ACID 302 / 30 ¢ \ ` / BOYD TRUCKS & EQUIPMENT LTD 2.445 ACRE TRACT37121 ZONED C92 NOT PLATTED 20' PUE \ 11003/35 302\ \ \ EXISTING DETENTION 3 /r POND OUTFALL °7 \ \ \ 'CITY OF COLLEGE STATION \ / 6.788 ACRE TRACT 1216/440�� PROJECT BENCH MARKS ZONED C-1 00 TBM 1 f \ \ EXISTING MANHOLE RIM 40 20 0 40 ' ELEVATION: 315.20 SCALE IN FEET .0k'0';"hh'U.:1tZ EngineeringL; 2730 Longmire, Suite A g College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-263 JUNE 2013 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON JUNE 18, 2013. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. NOTE: HAY BALES ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. 5 N 100 A METAL T -POST S REQ'D. TO MAINTAIN. HAY BALE EROSION CONTROL ALONG DITCH CAPROCK CROSSING REPLA T OF LOT 1 BLOCK 2 (LOTS >R & 2R) COLLEGE STATION., TX CONSTRUCTION NOTES: 11 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF UTILITY COMPANIES 48 HOURS�I IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: i (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE PROJECT SITE. THIS INCL DES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONS BLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL E DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2. OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON TT ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. PERMANENT VEGETATION WILL UL ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDI ALL DISTURBED AREAS', 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS F WATER, SEWER, STREETS AND (DRAINAGE. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. LEGEND - 84 - EXISTING CONTOUR 84 PROPOSED CONTOUR BOUNDARY LOT LINE - - - - i ADJACENT LOT LINE EASEMENT LINE PRIVATE ACCESS EASEMENT PUBLIC ACCESS EASEMENT I* PROPERTY CORNER _AE-( AE EXISTING EXISTING OVERHEAD ELECTRICAL LINE ' UTILITY/POWER POLE VER VER VERIZON UNDERGROUND LINE GAS GAS ATMOS GAS LINE w-12 W-12 EXISTING WATERLINE EXISTING WATER GATE VALVE s-8 s-8 EXISTING SEWER LINE EXISTING SEWER MANHOLE w-12 W-12 PROPOSED WATER LINE PROPOSED WATER GATE VALVE PROPOSED FIRE HYDRANT ASSEMBLY s-$ s -s PROPOSED SEWER LINE O PROPOSED SEWER MANHOLE EM MEN= EM LIMITS OF DISTURBANCE ' SILT FENCE CONSTRUCTION EXIT VICINITY MAP 4 : ,s m 017, Ul TO SCALE 6" MIN. DEPTH STONE VARIES (ASTM D448• 3" TO /� 5" DIAMETER) X00 LINE TABLE LINE # LENGTH DIRECTION L1 54.71' N81' 04' 26"W L2 88.79' N2' 53' 34"W L3 28.35' N87' 06' 26"E L4 35,86' N3T S1' 23"W L5 17.18' N87' 02' 56-E L6 46.10' S36' 04 41"W L7 42.17' S29' 48' 45-W L8 41.18' N57' 03' 01-W L9 71.65' N87' 06' 2l L10 58.64' S2' 53' 34-E L11 106.52' S81' 04' 26"E L12 71.36' N43' 49' 01-W L13 95.66' N37. 44' 42*W NOTE: HAY BALES ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. 5 N 100 A METAL T -POST S REQ'D. TO MAINTAIN. HAY BALE EROSION CONTROL ALONG DITCH CAPROCK CROSSING REPLA T OF LOT 1 BLOCK 2 (LOTS >R & 2R) COLLEGE STATION., TX CONSTRUCTION NOTES: 11 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF UTILITY COMPANIES 48 HOURS�I IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: i (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE PROJECT SITE. THIS INCL DES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONS BLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL E DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2. OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON TT ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. PERMANENT VEGETATION WILL UL ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDI ALL DISTURBED AREAS', 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS F WATER, SEWER, STREETS AND (DRAINAGE. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. LEGEND - 84 - EXISTING CONTOUR 84 PROPOSED CONTOUR BOUNDARY LOT LINE - - - - i ADJACENT LOT LINE EASEMENT LINE PRIVATE ACCESS EASEMENT PUBLIC ACCESS EASEMENT I* PROPERTY CORNER _AE-( AE EXISTING EXISTING OVERHEAD ELECTRICAL LINE ' UTILITY/POWER POLE VER VER VERIZON UNDERGROUND LINE GAS GAS ATMOS GAS LINE w-12 W-12 EXISTING WATERLINE EXISTING WATER GATE VALVE s-8 s-8 EXISTING SEWER LINE EXISTING SEWER MANHOLE w-12 W-12 PROPOSED WATER LINE PROPOSED WATER GATE VALVE PROPOSED FIRE HYDRANT ASSEMBLY s-$ s -s PROPOSED SEWER LINE O PROPOSED SEWER MANHOLE EM MEN= EM LIMITS OF DISTURBANCE ' SILT FENCE CONSTRUCTION EXIT VICINITY MAP 4 : ,s m 017, Ul TO SCALE 6" MIN. DEPTH STONE VARIES (ASTM D448• 3" TO /� 5" DIAMETER) X00 OVER TO 50 Curve Table GEOTEXTILE FABRIC WITH SAME SQUARE CURVE f LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION Ct 231.52' 425.00' 031'12'46' 118.71' 228.67' N18'15'00"W C2 269.70' 500.00' 030'54.19" 138.22' 266.44' N71'35'46"E C3 268.12' 300.00' 051'12'26" 143.76' 259.29' N61.26'43"E C4 1 42.92' 1 405.00-1006-04!18-121.48- SECTION A-A� SUBGRADE 42.90' N40'46'51"W NOTE: HAY BALES ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. 5 N 100 A METAL T -POST S REQ'D. TO MAINTAIN. HAY BALE EROSION CONTROL ALONG DITCH CAPROCK CROSSING REPLA T OF LOT 1 BLOCK 2 (LOTS >R & 2R) COLLEGE STATION., TX CONSTRUCTION NOTES: 11 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF UTILITY COMPANIES 48 HOURS�I IN ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS (800) 344-8377 ATMOS ENERGY: (979) 774-2506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: i (979) 821-4770 2. IT IS THE RESPONSIBILITY OF THE PROJECT SITE. THIS INCL DES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONS BLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL E DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2. OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON TT ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. PERMANENT VEGETATION WILL UL ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDI ALL DISTURBED AREAS', 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS F WATER, SEWER, STREETS AND (DRAINAGE. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. LEGEND - 84 - EXISTING CONTOUR 84 PROPOSED CONTOUR BOUNDARY LOT LINE - - - - i ADJACENT LOT LINE EASEMENT LINE PRIVATE ACCESS EASEMENT PUBLIC ACCESS EASEMENT I* PROPERTY CORNER _AE-( AE EXISTING EXISTING OVERHEAD ELECTRICAL LINE ' UTILITY/POWER POLE VER VER VERIZON UNDERGROUND LINE GAS GAS ATMOS GAS LINE w-12 W-12 EXISTING WATERLINE EXISTING WATER GATE VALVE s-8 s-8 EXISTING SEWER LINE EXISTING SEWER MANHOLE w-12 W-12 PROPOSED WATER LINE PROPOSED WATER GATE VALVE PROPOSED FIRE HYDRANT ASSEMBLY s-$ s -s PROPOSED SEWER LINE O PROPOSED SEWER MANHOLE EM MEN= EM LIMITS OF DISTURBANCE ' SILT FENCE CONSTRUCTION EXIT VICINITY MAP 4 : ,s m 017, Ul TO SCALE 6" MIN. DEPTH STONE VARIES (ASTM D448• 3" TO /� 5" DIAMETER) X00 OVER TO 50 GEOTEXTILE FABRIC WITH SAME SQUARE UT .r FOOTAGE. A -- -- EXISTING STREET %INIMU WIDT 12' SHALL BE FULL OF SITE ENTRANCE NOTE: 6" MIN. DRESS WITH ADDITIONfIIL STONE AS NEEDED. II GEOTEXTILE STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC Ili FROM TRACKING MUD ONTO FABRIC ADJACENT PUBLIC STREETS. SECTION A-A� SUBGRADE DNSTRUCTION EXIT _ SILT CONTROL 0 VE. RALL SE WER & ER 0 CONT11?0L PLAN ``. METAL T -POST OR WOODEN STAKE - AS REQ'D. TO MAINTAIN. SPACED 6' APART T/�2"X4" WIRE MESH (OPTIONAL) / FASTENED TO T=POST OR WOODEN STAKE SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST OR WOODEN STAKE WITH OPTIONAL WIRE MESH 8" OF FILTER FABRIC TO EXTE� INTO A TRENCH AND BE ANCHOI WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. DIREq'0s OF FLOW 4" 4"X4" MIN. TRENCH 4"Iw� 20" I SILT FENCE ASSEMBLY SCALE VERTICAL 1 ":4' -HORIZONTAL 1 ":40' PLOTTING SCALE: 1:1 FILE NAME: 13-263 SHEET NOTE: 1.. EXISTING GROUND PROFILE SHOWN IS BASED ON SURVEY DATA, 2. REFER TO THE SANITARY SEWER DETAILS SHEET FOR EMBEDMENT AND BACKFILL DETAILS. 3. FINISHED GRADE OF MANHOLE COVERS IN THE PAVEMENT OR SIDEWALK SHALL MATCH THE GRADE OF THE PAVEMENT OR SIDEWALK SURFACE 4. SEWER LINE PIPE MATERIAL PVC, SDR -26, (ASTM D-3034 WITH GASKETS) OR ASTM D-2241, SDR -26, CLASS 150 WHERE REQUIRED DUE TO WATERLINE CROSSING. 5. SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH FIGURES S1 & S2. 6. WHERE THE SEWER LINE CROSSES THE WATERLINE, THE SEWER LINE SHALL BE EMBEDDED IN CEMENT STABILIZED SAND FOR THE TOTAL LENGTH OF ONE PIPE SEGMENT PLUS 12 INCHES BEYOND THE JOINT OF EACH END (PER TCEQ REGULATIONS). WHERE SPECIAL CEMENT STABILIZED SAND. BACKFILL IS REQUIRED, THE CEMENT STABILIZED SAND SHALL HAVE A MINIMUM OF 10% CEMENT PER CUBIC MIXTURE, BASED ON LOOSE DRY WEIGHT VOLUME (AT LEAST 2.5 BAGS OF CEMENT PER CUBIC YARD OF MIXTURE). THE CEMENT STABILIZED SAND BEDDING SHALL BE A MINIMUM OF SIX INCHES ABOVE AND FOUR INCHES BELOW THE WASTEWATER MAIN OR LATERAL 0 j "'f/ 8460/1 SEWER LINE EXIS'TiNG 1b 5 8' SEWER UNE EXISTING 20' PRIVATE DRAINAGE EASEMENT 11003/35 LOT IR BLOCK 2 488 ACRES / ti --8' SEWER UNE PUBLIC / \\ \ \ 15' PUE / 40 \- 2+98 3+98 5+Q9 - - - S-8 --f- -S-s---{--S-s---}-s-a -s s+s---s-81 -s-8 M 8' SEWER UNI I ! I 20' PUE 11003/35 50' PUBLIC ACCESS EASEMENT 11003/35 ��n "'* ; a LOT 2R TOP=310.38 LOTBLO212 1A6 ACRES 40 20 0 40 SCALE IN FEET NON- STRUCTURAL PAVEMENT CLEAN, Alignment Data: 13-263 SSWR BACKFILLED AND COMPACTED PLAN Number Start Station End Station Length Line/Chord Direction Start Northing Start Easting End Northing End Easting L1 0+00.00 I 1+44.87 144.87 S81' 16' 04"E 10189316.92 3578793.60 10189294.93 3578936.79 L2 1+44.87 5+34.22 389.35 N43' 45' 10"E 10189294.93 3578936.79 10189576.16 3579206.04 L3 5+34.22 7+50.00 215.78 N01. 54' 08'W 10189576.16 3579206.04 10189791.82 3579198.88 I ! I 20' PUE 11003/35 50' PUBLIC ACCESS EASEMENT 11003/35 ��n "'* ; a LOT 2R TOP=310.38 LOTBLO212 1A6 ACRES 40 20 0 40 SCALE IN FEET ch"'i-Itz U Engine erin LLL; g, 2730 Longmire, Suite A "W College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-263 JUNE 2013 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON JUNE 18, 2013. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. REPLA T OF LOT > BLOCK 2 (LOTS 'R & 2R) COLLEGE STATION., TX 6" & 8" PUBLIC SEWER LINE ST . 0+00 TO 7+44 PLAN &PROFILE BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER AND STORM PIPE N.T.S. SCALE VERTICAL 1 ":4' HORIZONTAL 1 ":40' PLOTTING SCALE: 1:1 FILE NAME: 13-263 SHEET �a 2 NON- STRUCTURAL PAVEMENT CLEAN, STRUCTURAL gACKFiLL STRUCTURE EXCAVATED MATERIAL BACKFILL I PER PAVING BACKFILLED AND COMPACTED PLAN ACCORDING TO GEO-TECHNICAL REPORT COMPACTED CEMENT S,TABI LIZED SAND, 1Y2 SACK/CY, 0,0, PUGMILL ONLY. SPADE BY 320 °0°n° LIFTS INTO PLACE, TO PROFILE. SCALE 1"=40' HORZ. ` 12" MIN. ALL VOIDS AROUND PIPE. ` ,-FILL MANUALLY {Y, CONSOLIDATE i_ A OPTIMUM MOISTURE. PIPE O.D. 8 BANK SAND, SPADE (6" MIN.) BY LIFTS INTO PLACE, TO FILL ALL VOIDS 1"=4' VERT. PIPE AROUND PIPE. THE TRENCH BOTTOM SHALL BE 12 O.D. 12" GRADED SO AS TO PROVIDE UNIFORM MI N• MIN. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES ch"'i-Itz U Engine erin LLL; g, 2730 Longmire, Suite A "W College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-263 JUNE 2013 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON JUNE 18, 2013. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. REPLA T OF LOT > BLOCK 2 (LOTS 'R & 2R) COLLEGE STATION., TX 6" & 8" PUBLIC SEWER LINE ST . 0+00 TO 7+44 PLAN &PROFILE BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER AND STORM PIPE N.T.S. SCALE VERTICAL 1 ":4' HORIZONTAL 1 ":40' PLOTTING SCALE: 1:1 FILE NAME: 13-263 SHEET �a 2 320 320 PROFILE. SCALE 1"=40' HORZ. 1"=4' VERT. 316 316 312 312 MH #3 STD. 4' DO TOP=310.3 MH 308 EX. MH #1 A. MH 308 T P=30 DIA 304 MH#1 STD. 4' DL -�' TOP=305.1 L MH EXISTING GROUND MH #2 STD. 4' DIA. MH TOP=306.21 -� 304 300 -----------M 205.3 DF 62 26 I p3034. SDR-' EDO M qk x o n 5 300 m '" 't U m n. Iii w 296 1 .9 LF OF 8 PIPE, ASTM 3034, SDR -26 0 0.60% 385.3 LF OF 8 PI D3034, SDR -26 4 E, ASTM 0.60% o-t d 296 x 292 .00Z la 0,00 R to o [.a a, N x l ibf- ani N p o9 1� O1 i N N .f n a pz W W 55 292 o o0 . i-ri z_ciz fm w a iro ao co + mm ¢ aa..a rom + 288 288 284 284 Uj_jo 280 t� N (00 No ao ao N 0) o O cy)� N O 00 N 0 `- 0C O M rn O rn NO Oc M OJ to 280 -0+50 1 0+00 1+00 2+00 3+00 6" & S" PUBLIC 4+00 SEWER LINE 5+00 6+00 7+00 8+00 ch"'i-Itz U Engine erin LLL; g, 2730 Longmire, Suite A "W College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-263 JUNE 2013 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF DEVEN L. DOYEN P.E., LICENSE NO. 109835, ON JUNE 18, 2013. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. REPLA T OF LOT > BLOCK 2 (LOTS 'R & 2R) COLLEGE STATION., TX 6" & 8" PUBLIC SEWER LINE ST . 0+00 TO 7+44 PLAN &PROFILE BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER AND STORM PIPE N.T.S. SCALE VERTICAL 1 ":4' HORIZONTAL 1 ":40' PLOTTING SCALE: 1:1 FILE NAME: 13-263 SHEET �a 2 3 NOTES: 1. A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEL/CONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION FROM FLOWLINETO RIM AS FOLLOWS: MANHOLE DEPTH (FT.) BASE THICKNESS 0-12------------8" 12 AND OVER --------_12" 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT - -- _ _- - 98 % STANDARD PROCTOR - ASTM D 698 LANDSCAPE AREA- _ _ _ 90 o 0 STANDARD PROCTOR - ASTM D 698 / 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW, THE CONE SHALL EXTEND 1 FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER SHALL BE USED, VENTED WHERE REQUIRED. 7. WARNING SIGN ONLY TO BE PLACED WHERE SEWER CROSSES OPEN FIELDS. NOTES: 1. FOR BEDDING ANDTRENCH/NG WI THINALLEXISTING PAVEDAREA S SEEDETAILS FOR OPEN CIJTSTREETS. (Details ST¢00, ST4-01 ST4-d2). THIS NOTE DOES NOTAPPLYTO STREETS BEING RECONSTRI%CTED. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATIONF DUCTILE TLE IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH WORKING DAY. STD. DUCTILE IRON A AND FRAME (30" DIA. OR EQUAL MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT z18in. <301n. 6 FT >_36in. 12" MAX' -----SEE NOTE 1 2 CLASS "A" CONC. 3000 PSI IN 28 DAYS Y VARIES VARIES (SEE TABLE) VARIES 9„ ::.:., 6"'1V1►1y -: - BACK FILL AROUND MHSHAL MAX PER NOTE 4 E AS STD. DUCTILE IRON MANHOLE COVER AND FRAME (30" DIA. OPENING) OR EQUAL SEE NOTE 1 - BACK FILL AROUND MH - SHALL BE AS PER NOTE 4 5" MIN. 2-0 Wl INVERT = 3/4 DIAMETER OF PIPE .• 1'-0" UP TO 241'. 24" AND LARGER SHALL BE FULL DEPTH INVERTS. WATERSTOP-PIPECONX SELECT NATIVE MATERIAL MANHOLE ADAPTER SEAL, #4 BARS, 8" O.C.E.W. OR APPROVED EQUAL. MATERIAL EXCAVATED FROM THE DITCH, WHICH IS FREE OF (2 REQ'0) 2' - : ;: .:.. =:: ', OAA SELECT MATERIAL EMBEDDED AND EPDXYED INTO. MANHOLE NOTE: DEPTHS GREATER THAN 12' WALL 3". (SEE NOTE 2.) PIPE O.D. WILL REQUIRE 2 MATS OF PLUS 18" REINFORCING STEEL IN THE INCHES IN THE LARGEST DIMENSION), COMPACTED TOA 0 MINIMUM OF 90/o OF MAXIMUM DENSITY AS DETERMINED BY BASE. CA.STINPLACEA ANHOLE SEWER SIGN-' MANHOLE SIGN (SEE DETAIL S5-02) T MIN. 12" MAX. SEE NOTE 7 W RNINO xaxO NO. N ° 2'-0.. , 2•-6" I .D - 9 r p 8' GREEN HEAVY DUTY W/ M( INSIC 9" MAX 112'IFT 6" MIN. . V p• BASE WING CHANNEL POST R -GASKET JOINTS a�_90A AND 0 BASE. ER SEAL, z--#4 BARS, 8" O.C.E.W. D EQUAL. (2 REQ'D) NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. PRFCASTMANHOLE STANDARD N[ANHOLE ORIGINAL GROUND OR- BOTTOM OF SUBGRADE 1 ® SELECT NATIVE MATERIAL 8 12 MATERIAL EXCAVATED FROM THE DITCH, WHICH IS FREE OF "�••"'t 2' - : ;: .:.. =:: ', OAA SELECT MATERIAL EMBEDDED AND EPDXYED INTO. MANHOLE ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) WALL 3". (SEE NOTE 2.) PIPE O.D. J PLUS 18" EQUAL. (2 REQ'0) INCHES IN THE LARGEST DIMENSION), COMPACTED TOA 0 MINIMUM OF 90/o OF MAXIMUM DENSITY AS DETERMINED BY 6.1 QA SELECT MATERIAL '{• �- ': •:�7.77:• : ©CEMENT STABILIZED MANHOLE ADAPTER SEAL, O D ASTM 698 (STANDARD) D R AT A MOISTURE CONTENT N NT WITHIN 0 8"-12"MAX. B MANUALLY O SAND 8" 12"MAX. '.` MAIN OPTIMUM TO 4/o OF OPTIMUM UNDER NON-STRUCTURAL ARE S(ie...YARDS' PASTURES, EASEMENTS AND TO A DETAIL SECTION VIEW B.2 CONSOLD T E A OP MUM B L Y Q E �UMINIMUM OF 98/ OF MAXIMUM DENSITY AS 5"MIN. ALL NEW CONNECTION AT EXISTING MOISTURE) CEMENT STABILIZED �. ( MOISTURE) 12" SAND AS SHOWN STCTIONA A 12" BY D698 (STANDARD) ATA MOISTURE CONTENT WITHIN OPTIMUM TO+4%OF OPTIMUM "BELOW 6 VARIES CEMENT STABILIZED SAND AS SHOWN UNDER NEW STREET AREAS PIPE BELL r 3" PIAN 6" BELOW VARIES =^r :+ A A AND STREETS TO B E E RECONSTRUCTED. O.D.PIPE SIZE X SIZE WYE UNDISTURBE_.D SOIL BELL O.D. UNDISTURBED SOIL. © GRANULAR MATERIAL BASE-+-- PIPE O.D. SEE PIPE STD. DUCTILE IRON MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE MANHOLE COVER AND O.D. FRAME (30" DIA. OPENING} OR EQUAL OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 6" MIN.112" MAX. REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE MATERIAL AND WHICH, WHEN TESTED BY STANDARD PLACE METAL DETECTOR 6" MIN./12" MAX. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: TAPE AT A MINIMUM OF 24" ABOVE TOP OF PIPE CITY OF COLLEGE STATION MAXIMUM LIQUID LIMIT 45 OUTSIDE DROP MANHOLE PRECAST FLAT -TOP LID MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 NON-STRUCTURAL AREAS TO BEPAVED RIABLIE (4' MIN.) MINIMUM IMATTERIAL SHALL BEIF EE FLOWING AND WHEN WET, SHALL NG 314" SIEVE -100 A RFA`s OR STREETS TO BE S2 - NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. ( THICKNESS RECONSTRUCTED © CEMENT STABILIZED SAND NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED `=% GROUT BEDDING AND TRENCH FOR DI PIPE & PVC PIPE APPROVED EQUAL .<4; • STABILIZE FOUNDATION. .'PVG 51-01 NOTES: 1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION. 2. THIS DETAIL TO BE USED WHEN A 6" OR LARGER LATERAL NECESSITATES CONSTRUCTION OF A NEW MANHOLE. 3. FOR ADDITIONAL STANDARDS NOT SHOWN, SEE "STANDARD MANHOLE" DETAIL S1-02. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORT OF EXISTING SEWER DURING INSTALLATION OF MANHOLE. 5. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING LINE; OTHERWISE, THE OPENING MUST BE CAST. SIZE, LOCATION, AND ANGLE OF ENTRY SHALL BE AS REQUIRED BY THE PLANS. 6. EXCAVATE TRENCH TO MIN. 13" BELOW BOTTOM OF EXISTING PIPE, COMPACT SUBGRADE. PLACE AND COMPACT 6" OF GRANULAR BEDDING. MONOLITHIC POUR OF MIN. 7" DEPTH, 6 SACK TOPPING MIX TO BE PLACED INSIDE, UNDER, AND OUTSIDE MANHOLE BARREL FROM SURFACE OF BEDDING, AROUND CONCRETE BLOCK RISERS, TO A POINT APPROXIMATELY AT THE SPRING LINE OF THE EXIST. PIPE. 7. DURING THE SAME POUR, THE FINISH MANHOLE SHELF SHALL BE FORMED AND FINISHED AROUND THE BARREL AND EXISTING PIPE AS SHOWN. 8. AFTER CONCRETE SHELF HAS CURED, THE EXISTING PIPE SHALL BE SAW -CUT ON BOTH SIDES TO THE FINISHED SHELF GRADE AND REMOVED. THE EXISTING PIPE SHALL FORM THE TROUGH OF THE MANHOLE AS SHOWN. FILE CUT PIPE TO GIVE SMOOTH EDGES. MANHOLE SECTION - MIN. 24" BETWEEN CUT-OUT AND MANHOLE CONE. FORM SHELF SLOPE AT - 1 "/FT. NEAT AND SMOOTH. BASE PROVIDE A WATERTIGHT SEAL. RAM -NECK GASKET OR APPROVED EQUAL - AROUND THE PIPE AT MANHOLE WALL. i I i FILL-IN BETWEEN DOG HOUSE CUT-OUT AND PIPE WITH NON -SHRINK GROUT AND CONCRETE BRICK AS NEEDED MAINTAINING INSIDE MANHOLE WALL SHAPE. MINIMUM 3-2-112"X6X16" CONCRETE BLOCKS."(TYPICAL) 6" OF GRANULAR BEDDING CITY OF COLLEGE STATION GRAVITY SEWER DOGHOUSE MANHOLE S3-00 PIPE O.D. PLUS 4" - PERIPHERAL STARTER" HOLES co (SEE NOTE 1.) %-1'*'\ OPENING CREATION DETAIL s NOTES: 1. 1" DIA. EXISTINu MANr1ULt ,YAtitU U" AVAK I litN I LK 1 U Ut:N i tK. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 4. CONCRETE SHALL BE 3,000 P.S.I. REMOVE INVERT AS REQUIRED AND NEW INVERT FOR NEW LINE. NEW INVERT SHALL HAVE SMOOTH TRANSITION INTO EXITING INVERT. REWORK EXISTING INVERT AS REQUIRED. 1 MANHOLE CONNECTION DETAIL B SYNKO-FLEX PREFORMED 8 PLASTIC ADHESIVE 12 WATERSTOP, OR APPROVED #3 REBAR (14" LONG)) EQUAL. (SEE NOTE 3.) EMBEDDED AND EPDXYED INTO. MANHOLE WATERSTOP - PIPECONX WALL 3". (SEE NOTE 2.) PIPE O.D. MANHOLE ADAPTER SEAL, OR APPROVED PLUS 18" EQUAL. (2 REQ'0) (11 CONNECTION DETAIL SECTION VIEW 6.1 WATERSTOP-PIPECONX 1 MANHOLE CONNECTION DETAIL B S3-01 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM DIAMETER 8 VARIES 12 26" 2" CLR. NON -SHRINK (TYP.) GROUT .' NEW INVERT PIPE O.D. SUBGRADE. ADDITION OF CEMENT STABILIZED PLUS 18" :• �:>:. WATERSTOP-PIPECONX OpA PIPE PIPE MANHOLE ADAPTER SEAL, STABILIZE FOUNDATION. OR APPROVED EQUAL. (2 REQ'D) MAIN 1 CONNECTION DETAIL SECTION VIEW B.2 S3-01 NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM 16" 8 SUBGRADE. ADDITION OF CEMENT STABILIZED 12 26" SAND OR GRAVEL MAY REQUIRED TO :.: NOTE: 16 STABILIZE FOUNDATION. MANHOLE BASE SHALL BE PLACED ON FIRMSEWER Fh0 DIA 762mm SUBGRADE. ADDITION OF CEMENT STABILIZED DROP INFLUENT :• �:>:. SAND OR GRAVEL MAY BE REQUIRED TO OpA PIPE PIPE k_ 32 5/16" DIA STABILIZE FOUNDATION. �N C IN EXISTING MANHOLE, PLACE PVC MAIN ELBOW ON BENCH, GROUT NEW BENCH SEWER TO SPRINGLINE AND TROWEL SMOOTH. " PIPE FORM SMOOTH CHANNEL TO INVERT. 5"MIN. ALL NEW CONNECTION AT EXISTING F F CEMENT STABILIZED MANHOLES SHALL BE BY CORING ONLY - :.:-;• s:_; 12" SAND AS SHOWN STCTIONA A 12" VARIES CEMENT STABILIZED SAND AS SHOWN r 3" PIAN VARIES =^r :+ A A SIZE X SIZE WYE ; 45°BEND SIZE X SIZE WYE h 459 BEND BASE-+-- SEE NOTE FOUNDATION STD. DUCTILE IRON MANHOLE COVER AND WATERSTOP-PIPECONX #4 BARS, 8" O.C.E.W. - DEPTHS MANHOLE ADAPTER SEAL, FRAME (30" DIA. OPENING} OR EQUAL NOTE: GREATER THAN 12 FEET WILL 2 REQ'D) VEO EQUAL. REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE GRADE RINGS FOR 8" 18"MAX ADJUSTMENT TO FINISH CITY OF COLLEGE STATION GRADE AS PER DETAIL S1 02 -NOTE 1 OUTSIDE DROP MANHOLE PRECAST FLAT -TOP LID "je OM AILOTVF,D FOR ,VAJVII..VF, C0.NNTC7i0NS BACK FILL AROUND MH `.: V RIABLIE (4' MIN.) (6"AND LARC;0?) SHALL BE AS PER ry 1 51NCH S2 - DETAIL S1-02- NOTE 4 ice:; ( THICKNESS (MIN) NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED `=% GROUT I USE RAM -NECK OR I SAND OR GRAVEL MAY BE REQUIRED TO APPROVED EQUAL .<4; • STABILIZE FOUNDATION. .'PVG IN JOINTS s,,.. ' ^• ''' SEE PLAN OR PROFILE FOR PIPE I CROSS " SIZE, TYPE AND INV ELEV I 1-314" STAINLESS PVC PIPE SIZE EQUAL TO STEEL -BANDS -1/8" INCOMING PIPE SIZE ( THICKNESS (TYP) W/ STEEL 45° ELBOW (TURN W/FLOW 518" STAINLESS BOLTS WIEXPANSION & GROUT IN PLACE) I ANCHORS (TYP) SI C/70NA -A STANDARD CLEANOUT MATCH TOP OF ELBOW SOFFIT 4. WITH TOP OF SOFFIT OF THE =: STANDARD CROSS 5"MIN • LARGEST PIPE IN MANHOLE , :� ( .�-:: ; :'t;•; , .:. #4 BARS, 8" O.C.E.W. 24" MIN. .; I 24" MIN CEMENT STABILIZED VARIES SAND AS SHOWN. ::sr wE� -r z STANDARD CROSS 4" A`RD C ROSS 3" •RI NOTE: DEPTHS GREATER - cog - f • - THAN 12' WILL REQUIRE VARIES 2 MATS OF REINFORCING A IVARIES 3 A STEEL IN THE BASE ALIE 90° BEND "` 90° BEND SEE BASE ' `• - • 6" MIN. NOTE -- FOUNDATION STANDARD DROP MANHOLE #4 BARS, 8" O.C.E.W. - DEPTHS WATERSTOP-PIPECONX GREATER THAN 12 FEET WILL REQUIRE MANHOLE ADAPTER SEAL, 2 MATS OF REINFORCING STEEL IN THE OR APPROVED EQUAL. BASE (2 REQ'D) CTI ]'OFBRYAN- DROP, LflVES 111`710 12"I.N.SI%.f; ANHOI,F, TO BF USM ON MY OFCOLLLG , STA 791 -DROP:1?ANHOLFTD BF, USED ON I,INF.S ZIP O 4" INSl7.F, CITY of BRAYN OUTSIDE DROP MANHOLE ONIYTVHF,NAPPROTITDD BYCITYF,NGINF,FI? S2-01 S2-02 NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. 2. CHAMFER EDGES 3/4". 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PIER TO A MINIMUM DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOIL IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY PLUMB WITHIN 2" TOLERANCE. 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALL PIERS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER. v d' PIER DIA. AS SHOWN a a ON PLANS a . 1 � a PIAN DUCTILE IRON PIPE ---, WRAP WITH ONE LAYER OF TARPAPER TO PREVENT BONDING SECTIONA A ;IES #4 BAR HOOPS, 12" O.C. 2" [51mm] LETTERING LETTERING STYLE: BOOKMAN OLD STYLE 2" PICK - 2" [51MII 2" [51mm] LETTERING LETTERING STYLE: -MAN OLD STYLE KBARS 3IC, 7/16"- uuT [11 mm] STYLE: STYLE PLAN VIEW 2" [51mm L _ --� LETTERING BOOKMANI 32" DIA [813 mrri 3"CLEARANCE I '-J1 Tt`-� MININMUM • PIER VERTICAL STEEL DIAMETER # 5 BARS 16" 8 24" 12 26" 14 30" 16 42" 24 4" WIDE X 3/8" THICK STAINLESS STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 READ. PER PIER) W WO AT PYA LU tL �UW w ZOa VERTICAL STEEL AS PER TABLE U #4 BAR HOOPS, 12" O.C. z y °°: .". , POUR CONC. AGAINST Caw INTO DISTURBED EARTH m //\// V//\' TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER 33-1/4" DIA 1845mm]- 32-3116" DIA [818mm] 11- 114" [6mm'( DIA [40m " NEOPRENE GASKET (I40mm] 4-1/2" [114mm] r- 40-3/4" DIA [1035mm] ERING 'LE: FRAME SF,CTION STYLE J MACHINED SURFACE 3-13116" [96mm] 518" I [16m] [38/mm] 2-7116" [62mm] 718" I WM4 ( 2-718" [22mm] t ILit I I ILfi_ I [73 mm] R 1-3/4" 1" DIA X 4" LG COVER SE '''TION [R44 m] H.R.S. ROD PICKBAR DETAIL >r II NOTE: CITY SPECIFIC SANITARY SEWER B07'TOM VIEW STAND MANHOLE LIDS TO BE USED FOR PUBLIC RINGD COVER SEWER SYSTEMS ONLY. NOT TO OFCOVI.R BE USED ON PRIVATE SEWER SYSTEMS. 13116" (781 m" 3/4�20mm] .250" L781mm]DIA. [20mm � [6mm] 180" ID OF GROOVE [5mm] �1/2" 7 [13mm] [2 mm] BOLTHOLESECTION 1-314" [R44mm] 4CH17VE GROOVE, DF,TAII, 30" DIA _ [38m PIC1 [762mm] _ [38mm] • ftni 2-718" J 2" [51 mm LETTERING [73mm] LETTERII9G STYLE: COVER SECTION Bookman Old Style ON V-1432--3 S4-01 38" DIA [965mm] 114" (6mm) DIA 32-114" DIA [30" NEOPRENE GASKET 2-718" DIA 762mm 1-112" 4.. [38mm] [102mm [73mm] DIA. k_ 32 5/16" DIA ROD ] [821 6" D 33-11116" DIA ETAIL [821mm] .IJUAMSECTION SURFACE (4) 518"-11 NC X 2" LG (4) 5l8"-11 NC X 2" LG N 1 T,q HEX SS CAP SCREWS HEX SS CAP SCREWS �! & NARROW ZINC PLT. �. qj� &NARROW ZINC PLT. & o o Dj & RUBBER WASHERS ON O RUBBER WASHERS It it ° ,r[51mm] ° V [51mm] [1402 m) CITY OF BRYAN ----2" [51mm] LETTERING LETTERING STYLE: Bookman Old Style NOTE: CITY SPECIFIC SANITARY SEWER LIDS TO BE USED FOR PUBLIC SEWER SYSTEMS ONLY. NOT TO BE USED ON PRIVATE SEWER SYSTEMS. S4-00 -00 [102mm] V -2432 - ID "' 9 ti L 'rq Y s�� O iI ii o `-PICKBA 2" 51mm•�( LETTERING (2) PLACES RE�ESSED FLUSH PIAN VIT,W BOTTOM VIF,W WATER TI HT MANHOLE OLE RING AND COVER ROOVE FOR DIA. IE GASKET z 0 cn w 0 :=a a X04 V Q h CITY OF BRYAN The Good li%, Teras Slylc." DRAWN BY: C,L,M DATE: 08-01-12' SCALE: N T S ',j APPROVED: W. P. K. FIGURIiE= SHEET 1 OF 2 NOTES: STATE OF TEXAS ) STATE OF 1: r s COUNTY OF BRAZOS ) TEXAS ) HIS PROPERTY, I- CURRENTLY ZONED GC & OV: ALL LOTS ARE PROPOSED TO BE COMMERCIAL MMERCIAL I Salim M. Ismail, Individually and as COUNTY OF BRAZOS ) COU ) y President of Salim COUNTY OF BRAZOS ,) 2• NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORD INSURANCE RATE MAP F.I.R.M. COMMUNITY ING TO THE FLOOD Ismail, .LLC, the General. partner of Brazos Texas .Land � ( ), lITY PANEL NO. 48041C0325E EFFECTIVE DATE MAY 16 Dee I; Brad Kerr, Re Registered Public Surveyor. 9 y r. No. 4502 �prf the I r�Q1��r�. " I 1 I 2012. Development, LLC,. owner and developer of the land shown on ---=-- Stofe of Texas, hereby certify that this platAS is� and Clerk in County this la - -- - p t, End designated herein as the Caprock Crossing Lots correct and and for said county, do hereby 3• BEARING SYSTEM SHOWN HEREON IS HONORING was prepared from an actual su y. of the toe y certify that this plat PLAT RECO NG THE PLAT CALLED BEARINGS AS SHOWN ON THE 1 R, 2R and Common Area 1 to the City Of College Station, r0 e together With its certificates Of a RECORDED IN VOL. 11003, PG. 35 AND AS MONUMENTED ON Texas and whose P property and that property mor P1's and' mo thentication was filed for THE GfzouNo. name is subscribed hereto e Y ments were record in h reb dedicate �' m office the _ Y la - de � - r 1' P m ---� �JG _ da THE C su e of I COMMON FAS UB # AR PUBLIC A rVSo o WYS t0 I n the' AND the Y ro __ PRI Use of P u d Y PRIVATE DR BE public forever all streets, alleys, parks, T __ _ -- AItIAGE.EASEMENTS WILL BL MAIhITA1NED BY THE g. 20 -, in the Official Records of BraZOS PROPERTY OWNER'S. ASSOCIATION. THE OWNERSHIP AND MAINTENANCE RE % SPOROPE ITY OF THE greenways, infrastructure, easements, and public laces ��a�Fam F' County, Texas in VOID PRIVATE CROSS ACCESS EASEMENTS thereonP P • .as omo-� / Y me —��1� -- Page _—L01-- NTS WILL BE BY EACH LOT OWNER OR THE PROPERTY 0 shown for the _purpose and consideration therein '��m, �?� ST�� � ,9 f,. ____. ASSOCIATION. OWNER'S expressed. All such dedications shall be i f 4� fi�op. WITN n fee simple unless ESS. my hand and official Seal, at 5. BLOCK 2 IS CONSIDERED ex ressl - __ / my office in Bryon, RED ONE BUILDING PLOT. rovide' .��aA P y p d ot• _ "onaammmmmenyamc,®a .� -- - = ---- Texas. �' , n m BRAD KERR Bra • Kerr, R.P`L/. . NO. 4-502 ' 6. THIS DEVELOPMENT IS LOCATED WITHIN THE ALUM CRE tia E!< IMP amancomemaomoammeoc - ACT FEE- AREA. •; _. -: :.._- .- :.:- \C7 C, .o r .•or..mCo}; >4~50S2 "IRON RODS 1 2AT ALL EXTERIOR AND fJ TE RIO R PROPERTY PER TY COR NEP S AND Af,' , LE POINTS, ASREQUIRED BY THE SUBDIVISIOtJ REGULATION OF THE CITY OF COLLEGE STATION. AN "X" _.._ _. CONCRETE FOR ALL PROP , N __ ._ _ .. PROPERTY i CORNERS FA -LANG WITH � _—_ IN DRIVES AND PARKING AP.EAS. a ctrl ..::Ismail, Individually ;Ona .: � SUR�� -� _ `. --�l'n'----- County Clerk 8. CURVE LENGTHS SHOWN ARE CHORD LENGTHS.. - ER A� xTE OF CITY E � � Brazos -County, CountY Texas.s�IhCER 9. 'THE FOL LO WI NG`BL AN KEI ' EASE M ENTS DO APP LY T O T H IS PROPERTY SHOWN HEREON! DURDEN CITY OF BRYAN 144/33 City EngineerN Nota asCITY OF BRYAN 213/509 :. f P b is State Ofthe City of CITY OF STATION (TEMPORARY) 1102o/2sSTATE OF MYCommis fon Eites atl n Texas hereby that this WELLBORN WATER SUPPLY CORP. 683/ ISnil& June 08, 2016 Subdivision Plat conforms to the requirements of the GENERAL TELEPHONE CO OF Regulations OF THE SOUTHWEST 555/3T7 ' 9 of the City of College Station. COUNTY OF BRAZOS ) _ g. CITY OF BRYAN 516/753 . 10. THE FOLLOWING EASEMENTS DO 0 N T CROSS THIS TRACT: CITY _ : OF COLLEGE h7�.. ,. STATION 8 6 _ C t r 4 0 19 __. Before me; the undersigned authority, on this •day personals / ,�_ ' appeared .—__ __---- k o �•^ -� CAPROCK �� B -CS CELLULAR TELEPHONE CO_ IWC. 2511/25 � _.-., _#(.��-'-- __ . n wn to me to be the person � � �j �,:� r 7 ^ '� r -- sib �— � CITY OF BRYAN 213/499 �#r<}r� ., . _ - } �. r whose name is subscribed to. the foregoing. oin ----- ; _ 1 � g g _ instrument, and Cif En Engineer t.l: C i� c N, # l # t Y 9 r CITIES SERVICES CO. 519/345 t ,1 j : `, t , • � : � _ _, jf .acknowledged to me that he executed the same .for the. - C � __ _ LOT 1A, ,��,(� (TIES SERVICES. CO. 537/792 X11 —__ City. of College Station `" - BLOC „ purpose and consideration therein stated. ' CITY OF BRYAN 773/522. � 7 CRY OF COLLEGE STATION 1231/378 R 0,� , U s, , o, COMMON AREA 1 under my hand and. se.- . on this. — day of w�._ CITY OF BRYAN/BTU 94.24/238 ` i A I E Oc r °= _ I. ' .20 CITY OF BRYAN 5148 289 :.1 UN i Or, � ? p F � is O her BRAZO :_ �._ 7 (1 4 %s gJ - °� i0 Dir CERTIFICATE F PIANNIP 'lVD ONIi --- --.{ r� - rf . _ . C# � �_ L -' _'' w 7 - = ` f O TOWER 11003 P A .f- NG OMMISSION 11. PUBLIC l4'AYS 4"JILL- BE CONSTP.UCTED IN CONJUNCTION WITH TfiE DFV o { ' Wit' tiVOLUME, AGE 35 r 1 ELO, MENT OF .UNDEVELOPED :.t _ 3 L •I; P,�i I�i7f,r tiT TRACTS. .Citi �fit?e =ri1'>=•e•-1 POINT ' �_.I_ r - 1 Chaff . t — '� A. RARILLE. :f ---�-------� Chairman 12. CRO. -q # _- }Lr],_1;;� ,� ,: -,- s IRO.rT:G7 � SS ACCESS EASEMENT SHOWN HEREON TO - - - -.� , _ . _. ._ _A—�� Of the Plannin E ABANDONED BY THIS - I 5 q SURVEY, ', g and Zoning Commission of the Cit ol- PLAT DUE ro NON-usncE -, '•I#- t#t r fr_: T F`##11; ' - / 1 City Of College EASEMENT. - 1 . ___ IF recL,t IZ_ it. u LOCA.T.Otr l L p ^� / S. ;; tory Public, _Brazos County, Texas Station, hereby certify that the attached plat was duly B :- ;• - - ROBERTSON LEAGUE, A-202 '.proved the Commission on the � do of,�•� 20 1 C LLEGE ST Greens Prairie Rood STATION, BRAZOS C COUNTY, �,:: 3 -TY, TEXAS I_d hi•+r'rl Irl t"I _ o - A : 1 "=60' SC LE NOVEMBER 2013 _ o r` Dec f!r ;f I j._ - Q\ OWNER/DEiVELOPER: SUOR, RVEY: j Brazos Te as Land Brad •Kerr, R.P.-LS o \� ,. S. No. 4502 SchultzE Engineering, LLC Chairman a 0� \ - Development,. LLC: Kerr Surveying, LLCox 1 19-95 1203 Un IV Drive: E. 409 N. Texas PP.O.0 ---nue R :fSil I?C?'_roan= I:ht�: :I _ ' , ; 1 �� - College .Ave College. Station, TX 77842 ! --- =€'n_- ==I_ge Station TX 77840 Bryan, T r;a=! f ; '_ .ft 1r� T ,f• 979 268-3778 (979) 764-3900 - -___^• I 03 NOT TO SCALT �V . _ ( )195 I I LINE TABLE LINE # LENGTH DIRECTION L1 L2 '17.18' 99,84' N87' 02' 56"E N35' 50' 30"E L3 46.10' S36' 04' 41"W L4 42.17' S29' 48' 45"W L5 41.18' N57' 03' 01"W L6 54,71' N81' 04' 26"W L7 88.79' N2' 53' 31"W L8 L9 28.35' 35.86' N87' 06' 26"E N33' 51' 23"W L10 71.65' NST 06' 26"E L11 L12, 58.64' 106.52' S2' 53' 34"E N8'1- 04' 26'W L13 71.36' N43' 49' 01"W L14 95.68' 1437' 44' 42"W Ll 55 37,4.2' St' 54' 08"E L16 29.94' N43' 49' 01"W L17 37.4.2' N1' 54' 08"W N T CROSS THIS TRACT: CITY _ : OF COLLEGE h7�.. ,. STATION 8 6 _ C t r 4 0 19 __. Before me; the undersigned authority, on this •day personals / ,�_ ' appeared .—__ __---- k o �•^ -� CAPROCK �� B -CS CELLULAR TELEPHONE CO_ IWC. 2511/25 � _.-., _#(.��-'-- __ . n wn to me to be the person � � �j �,:� r 7 ^ '� r -- sib �— � CITY OF BRYAN 213/499 �#r<}r� ., . _ - } �. r whose name is subscribed to. the foregoing. oin ----- ; _ 1 � g g _ instrument, and Cif En Engineer t.l: C i� c N, # l # t Y 9 r CITIES SERVICES CO. 519/345 t ,1 j : `, t , • � : � _ _, jf .acknowledged to me that he executed the same .for the. - C � __ _ LOT 1A, ,��,(� (TIES SERVICES. CO. 537/792 X11 —__ City. of College Station `" - BLOC „ purpose and consideration therein stated. ' CITY OF BRYAN 773/522. � 7 CRY OF COLLEGE STATION 1231/378 R 0,� , U s, , o, COMMON AREA 1 under my hand and. se.- . on this. — day of w�._ CITY OF BRYAN/BTU 94.24/238 ` i A I E Oc r °= _ I. ' .20 CITY OF BRYAN 5148 289 :.1 UN i Or, � ? p F � is O her BRAZO :_ �._ 7 (1 4 %s gJ - °� i0 Dir CERTIFICATE F PIANNIP 'lVD ONIi --- --.{ r� - rf . _ . C# � �_ L -' _'' w 7 - = ` f O TOWER 11003 P A .f- NG OMMISSION 11. PUBLIC l4'AYS 4"JILL- BE CONSTP.UCTED IN CONJUNCTION WITH TfiE DFV o { ' Wit' tiVOLUME, AGE 35 r 1 ELO, MENT OF .UNDEVELOPED :.t _ 3 L •I; P,�i I�i7f,r tiT TRACTS. .Citi �fit?e =ri1'>=•e•-1 POINT ' �_.I_ r - 1 Chaff . t — '� A. RARILLE. :f ---�-------� Chairman 12. CRO. -q # _- }Lr],_1;;� ,� ,: -,- s IRO.rT:G7 � SS ACCESS EASEMENT SHOWN HEREON TO - - - -.� , _ . _. ._ _A—�� Of the Plannin E ABANDONED BY THIS - I 5 q SURVEY, ', g and Zoning Commission of the Cit ol- PLAT DUE ro NON-usncE -, '•I#- t#t r fr_: T F`##11; ' - / 1 City Of College EASEMENT. - 1 . ___ IF recL,t IZ_ it. u LOCA.T.Otr l L p ^� / S. ;; tory Public, _Brazos County, Texas Station, hereby certify that the attached plat was duly B :- ;• - - ROBERTSON LEAGUE, A-202 '.proved the Commission on the � do of,�•� 20 1 C LLEGE ST Greens Prairie Rood STATION, BRAZOS C COUNTY, �,:: 3 -TY, TEXAS I_d hi•+r'rl Irl t"I _ o - A : 1 "=60' SC LE NOVEMBER 2013 _ o r` Dec f!r ;f I j._ - Q\ OWNER/DEiVELOPER: SUOR, RVEY: j Brazos Te as Land Brad •Kerr, R.P.-LS o \� ,. S. No. 4502 SchultzE Engineering, LLC Chairman a 0� \ - Development,. LLC: Kerr Surveying, LLCox 1 19-95 1203 Un IV Drive: E. 409 N. Texas PP.O.0 ---nue R :fSil I?C?'_roan= I:ht�: :I _ ' , ; 1 �� - College .Ave College. Station, TX 77842 ! --- =€'n_- ==I_ge Station TX 77840 Bryan, T r;a=! f ; '_ .ft 1r� T ,f• 979 268-3778 (979) 764-3900 - -___^• I 03 NOT TO SCALT �V . _ ( )195 I I SCALE IN FEET I Curve Table CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION ('�c LEGEND C1 .231.52' 425.00' 031'12'46" 118,71' 228.67' N18 -15'00"W N71'35'46'E PROPERTY BOUNDARY PLAT C2 269.70' 500.00' 03 0 54 19" 138.22' 266,44' 268.12' 300.00'os1 12'26" 143.76' 259 .29' N61'26'43"E _FINAL NEC3 LOT LINE — C4- 42.92' 405.00' 006.04'18" 21.48' 42.90' N40'46'51"w - ADJACENT PROPERTY BOUNDARY O PROPERTY CORNER - — -- -- — -- — -• — - EXISTING EASEMENTS CAPROCK CROSSING `t!a:- PUBLIC UTILITY EASEMENT PRIVATE �CTilAR AND 2A—R, BLOCK � DRAINAGEE EASEMENT t-. E ACCESS EASEMENT- COMMON AREA — PUBLIC ACCESS EASEMENT A TOTAL G F �.1� ACRES R • N DL_# ATREPL •1 . r_,,: " 0 0OF VICINITY MAP N T CROSS THIS TRACT: CITY _ : OF COLLEGE h7�.. ,. STATION 8 6 _ C t r 4 0 19 __. Before me; the undersigned authority, on this •day personals / ,�_ ' appeared .—__ __---- k o �•^ -� CAPROCK �� B -CS CELLULAR TELEPHONE CO_ IWC. 2511/25 � _.-., _#(.��-'-- __ . n wn to me to be the person � � �j �,:� r 7 ^ '� r -- sib �— � CITY OF BRYAN 213/499 �#r<}r� ., . _ - } �. r whose name is subscribed to. the foregoing. oin ----- ; _ 1 � g g _ instrument, and Cif En Engineer t.l: C i� c N, # l # t Y 9 r CITIES SERVICES CO. 519/345 t ,1 j : `, t , • � : � _ _, jf .acknowledged to me that he executed the same .for the. - C � __ _ LOT 1A, ,��,(� (TIES SERVICES. CO. 537/792 X11 —__ City. of College Station `" - BLOC „ purpose and consideration therein stated. ' CITY OF BRYAN 773/522. � 7 CRY OF COLLEGE STATION 1231/378 R 0,� , U s, , o, COMMON AREA 1 under my hand and. se.- . on this. — day of w�._ CITY OF BRYAN/BTU 94.24/238 ` i A I E Oc r °= _ I. ' .20 CITY OF BRYAN 5148 289 :.1 UN i Or, � ? p F � is O her BRAZO :_ �._ 7 (1 4 %s gJ - °� i0 Dir CERTIFICATE F PIANNIP 'lVD ONIi --- --.{ r� - rf . _ . C# � �_ L -' _'' w 7 - = ` f O TOWER 11003 P A .f- NG OMMISSION 11. PUBLIC l4'AYS 4"JILL- BE CONSTP.UCTED IN CONJUNCTION WITH TfiE DFV o { ' Wit' tiVOLUME, AGE 35 r 1 ELO, MENT OF .UNDEVELOPED :.t _ 3 L •I; P,�i I�i7f,r tiT TRACTS. .Citi �fit?e =ri1'>=•e•-1 POINT ' �_.I_ r - 1 Chaff . t — '� A. RARILLE. :f ---�-------� Chairman 12. CRO. -q # _- }Lr],_1;;� ,� ,: -,- s IRO.rT:G7 � SS ACCESS EASEMENT SHOWN HEREON TO - - - -.� , _ . _. ._ _A—�� Of the Plannin E ABANDONED BY THIS - I 5 q SURVEY, ', g and Zoning Commission of the Cit ol- PLAT DUE ro NON-usncE -, '•I#- t#t r fr_: T F`##11; ' - / 1 City Of College EASEMENT. - 1 . ___ IF recL,t IZ_ it. u LOCA.T.Otr l L p ^� / S. ;; tory Public, _Brazos County, Texas Station, hereby certify that the attached plat was duly B :- ;• - - ROBERTSON LEAGUE, A-202 '.proved the Commission on the � do of,�•� 20 1 C LLEGE ST Greens Prairie Rood STATION, BRAZOS C COUNTY, �,:: 3 -TY, TEXAS I_d hi•+r'rl Irl t"I _ o - A : 1 "=60' SC LE NOVEMBER 2013 _ o r` Dec f!r ;f I j._ - Q\ OWNER/DEiVELOPER: SUOR, RVEY: j Brazos Te as Land Brad •Kerr, R.P.-LS o \� ,. S. No. 4502 SchultzE Engineering, LLC Chairman a 0� \ - Development,. LLC: Kerr Surveying, LLCox 1 19-95 1203 Un IV Drive: E. 409 N. Texas PP.O.0 ---nue R :fSil I?C?'_roan= I:ht�: :I _ ' , ; 1 �� - College .Ave College. Station, TX 77842 ! --- =€'n_- ==I_ge Station TX 77840 Bryan, T r;a=! f ; '_ .ft 1r� T ,f• 979 268-3778 (979) 764-3900 - -___^• I 03 NOT TO SCALT �V . _ ( )195 I I