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Home My WebLink AboutDrawingsPROJECT BENCHMARK: GENERAL CONSTRUCTION NOTES: 1. It ahoU be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor ohoU contact all utility company representatives o minimum of 48 hours in advance of any excavation. ~~``~~~~~~ ^^~��"~~~~ "�"~° "" v«�~w�~p� � o. Contact Dig Toao @ 1-800-344-8377 ...... . . ...... )1--.1 . ..... . . . ........... ...... - - - — - - ---- ------------- - b. Contact Don Augaburgor @ SuddonUnk 505-2429 � C. Contact Richard Wallace@Verizon 821-475221 1211m,"Rvr d. Contact GUbort Martinez @ CSU (ELectrooA 784-6255 o. Contact Butch Willis @ CSU (Water/Wastewater) 7G4-�GSO � -------- -- -- -- -- -------' -- -- -------'-- -- ----___ -- _- -------' . � ' `�-wew now uws -- -- -- f. Contact Josh Norton @ Adrnoo Goa (Coa) 229-4627 `|�| | --- --- --- --- --- --- T|// |!| -| �------------'------ -- ---- -- ---1| - ---||' --- -| -- ----- - ------ ------ ---�-»/- _-po--a-u-c- ACCESS -EASEMENT--�--EASEMENT -� 2. All construction nho|| be in accordance with the current City of Cn||ngo Station (C.S.) Standard Specifications for Street Construction, B/~S Unified Technical Specifications,Voter and Sewer and Onnero|o. 2012, and BCS Unified Design Details. Ail inspection shall e performed by the staff of the City Engineer of~'~'All construction ahoU be |000rdinnted with the City of C.S. City Engineer. -- --' - -_-_-_ -_-_- - ----- - --�--- ----- -\--- J. In lieu of using the construction nnotaria|a indicated in these p|ona' the Contractor ohoU obtain written approval from the City Engineer for any substitution` toConstruction. Requests for changes should include product information and on engineers 000| where applicable. The contractor shall be financially rea'`no|"= for "'"eng|timen* spent reviewing changes and redesigning based on contractors requests. neer o | \ —PRIVATE ACCESS | ` 4. Trench Safety R»qu|nan«*nto ahoU be in o«o«rdonoe with O.S.H.& Standard 29 CFR Port 1926 Subpart p and all ` ` federal, state and local regulations. EASEMENT `88 5' TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein.Testing shall be Provided � «nn/uoed laboratory, at the LOTOwner's expense, to verify these standards. Any retesting duo to substandard work shall be at the expense of the Contractor. Structural areas "hoUinclude «umewu/kn and 0.285 ACRES -"shall extend 5'beyond the curb lines of all *tnaoto, o|iuya and parking areas. \ ` G. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally,tho contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All nnotndo|a @ labor not identified as o Separate Bid Item ohoU be considered subsidiary to the item in which it is used. All materials and equipment ohoU be buthfurnkahed and installed unless otherwise noted. | | | | | 8. The Contractor must provide construction staking from the information provide on these plans.� Q. All soil exposed by construction shall receive cellulose* �bennu|oh seeding. ( | ' ` m«» a»m« 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Wotora' Voheo. Manholes, Irrigation Syotonna, and any other Public or Private Uti|ity, oto. ore not ooporotn pay �nrno The Price of � o uatn� nt shall be subsidiary to the construction of Sewer Line,' -' Line, Force �ok� ntetc.~ ' un� cU e 12. The contractor shall coordinate with Suddon|ink Communications, CSU. and Verizon to adjust the location of existing facilities, if necessary.1J. The contractor is responsible for traffic control. This is not o aoporoto pay item. 14` Temporary spoil or*oo will be identified on site by owner. Contractor mush have traffic control plan approved ` / city engineer prior to construction. ' ' | --- --- ` -- ----------- -- 15. N| dimensions are to the book of curb un|oan otherwise noted. | | | | | ^- -------- _-- --- --- |' - --- --- � ' | LOT -8D | / | LOT -8C ` | ' ' ` ' --- 0.393 ACRES | 0�3SO ACRES ' | --- VICINITY P /N-'� � \.~7. .`../ FASTENED TO T -POST SEDIMENT CONTROL FABRIC FASTENEDSECURELYTO proo`*WIRE MESH 8" OF FILTER FABRIC TO EXTEND INTO, A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL / ALLOW 2 WTO S' ATTOEOF SLOPE F6R SEDIMENT TO ACCUMULATE. ALIGN ALONG SLOPE CONTOURS. \OTION orru�/ . ` nr SILT FENCE ASSEMBLY 19 DATE DETAIL NO. JOINT MATERIAL SM I OOTH DOWEL 13AR ITH HEAVY GREASE) 1/20X 8�12"O 314" (C�ATEID RECYCLED MATERIAL 112"] 3" LONG METAL OR PLASTIC CAPj THICK AS h INSIDE DIAMETER TO BE 1116". GREATER BY J.D. RUSSELL CO.OR THAN DIAMETER OF DOWEL BAR. CAP APPROVED EQUAL MUST BE LONG ENOUGH TO COVER Z' OF DOWEL AND HAVE STOP SO END OF CAP IS I" FROM END OF BAR. SAWED OR FORMED, NOTES: 118" TO 3M 6' SEAL WITH EXPANSION JOINT MATERIAL, MINI * SIDEWALK PLACEMENT SHALL BE IN 3/8" ACCORDANCE WITH BICS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS 4" INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS i§40'O.C., 0.1 CONTRACTION JOINTS@ 4- .0. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK SJDEWALKC0A7RAff10NJ0LW JDRVEWAY, INLET BOX, CURB, UNCTION BOX ET04WITH #3 x 12" 4. COMPACTION: COMPACTED-SUBGRADE W-0"MIN. MATERIAL COMPACTED TO. A DENSITY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 2% MAX. D698 (STANDARD) AND SHALL BE 0-4,WET OF THE 'OPTIMUM RE N ENT SEE NOTE 4 S. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRELENGTH OF #3 BARS 12" O.C.E.W. OR 28�DAY CONCRETE STRENGTH SEE FINPISS'INOTE ALONG MWOR COLLECTORS AND LARGER 6" CONCRETE SIDEWALK DATE BICS UNIFIED I DETAIL . Crry Gir— CITY OF BRYAN AUG. 2012 STANDARD DETAIL SWI -QM OF Comw 6rA-noN PROPERTY LINE 6" SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES fl tiz� �' SPACED WAPART ~~ SILTFENCEANDIOR � HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW UCL CROSSSLOPE SIDEWALK U0 pr/ NATURALGROUND PAVEMENT CURB 4"X4. MIN, TRENCH FASTENED TO T -POST SEDIMENT CONTROL FABRIC FASTENEDSECURELYTO proo`*WIRE MESH 8" OF FILTER FABRIC TO EXTEND INTO, A TRENCH AND BE ANCHORED WITH COMPACTED BACK FILL / ALLOW 2 WTO S' ATTOEOF SLOPE F6R SEDIMENT TO ACCUMULATE. ALIGN ALONG SLOPE CONTOURS. \OTION orru�/ . ` nr SILT FENCE ASSEMBLY 19 DATE DETAIL NO. JOINT MATERIAL SM I OOTH DOWEL 13AR ITH HEAVY GREASE) 1/20X 8�12"O 314" (C�ATEID RECYCLED MATERIAL 112"] 3" LONG METAL OR PLASTIC CAPj THICK AS h INSIDE DIAMETER TO BE 1116". GREATER BY J.D. RUSSELL CO.OR THAN DIAMETER OF DOWEL BAR. CAP APPROVED EQUAL MUST BE LONG ENOUGH TO COVER Z' OF DOWEL AND HAVE STOP SO END OF CAP IS I" FROM END OF BAR. SAWED OR FORMED, NOTES: 118" TO 3M 6' SEAL WITH EXPANSION JOINT MATERIAL, MINI * SIDEWALK PLACEMENT SHALL BE IN 3/8" ACCORDANCE WITH BICS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS 4" INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS i§40'O.C., 0.1 CONTRACTION JOINTS@ 4- .0. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK SJDEWALKC0A7RAff10NJ0LW JDRVEWAY, INLET BOX, CURB, UNCTION BOX ET04WITH #3 x 12" 4. COMPACTION: COMPACTED-SUBGRADE W-0"MIN. MATERIAL COMPACTED TO. A DENSITY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 2% MAX. D698 (STANDARD) AND SHALL BE 0-4,WET OF THE 'OPTIMUM RE N ENT SEE NOTE 4 S. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRELENGTH OF #3 BARS 12" O.C.E.W. OR 28�DAY CONCRETE STRENGTH SEE FINPISS'INOTE ALONG MWOR COLLECTORS AND LARGER 6" CONCRETE SIDEWALK DATE BICS UNIFIED I DETAIL . Crry Gir— CITY OF BRYAN AUG. 2012 STANDARD DETAIL SWI -QM OF Comw 6rA-noN PROPERTY LINE 6" SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES fl tiz� SIDEWALK SLOPE F1 REQUIREMENTS �' ~~ :I � �N�@�CROSS ^-- UCL CROSSSLOPE SIDEWALK U0 PAVEMENT CURB nr,p ^ U U vors THIS DOES NOT TAKE INTO ACCOUNT REQUIREMENTS - BERMS MAY BE REQUIREDOUTSIDE OF THE SIDEWALK. SIDEWALK SLOPE F1 REQUIREMENTS PROJECT BENCHMARK: N/A ® SELECT NATIVE MATERIAL O) D `d' 00 NOTES: ROCKS LUEXCAVATEDryy PS CLO SFROM OR DEBRIS L Rt;ER TIHAN TWO (2) F 1. FOR BEDDING AND TRENCHINGW/TH/NALL INCHES IN THE LARGEST DIMENSION}}.. COMPACTEDTD A pENCUTSTRDAR EEDErAO SFOR, MINIMUM O[F[90%DFMAXIMUM DENSffYA3DETERMINEDBY Data CONTENT L ST4021. TH/SNOTEt�DESNOTAPPEYTO STREETSBEING RECONS TRUCTED. OPTIMUMUNDERNON•STRUC URAURE OPTIASTM MUM TOS 4 OFNDARD OSELECT MATERIAL� AREAS (Ie...YARDS PASTURES, EASEMENTS) AND TO A MINIMUM 2. ALL BEDDING -&INSTALLATION OF PVC OF 98% OF MAXIMUM DENSITY AS DETERMIN D BY ASTM D698 (STANDARDI AT A MOISTURE CONTENT WITHIN OPTIMUM TO PIPE SHALL BE IN ACCORDANCE TO ANSI/AW WA STANDARDS FOR PVC PIPE. +4%OF OPT MUM UNDER NEW STREET AREAS AND STREETS 8"-12" MAX. TO BE RECONSTRUCTED:. 3.. ALL BEDDING & INSTALLATION OF OB (MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE) DUCTILE IRON PIPE SHALL BE IN II J j Lt.. ; ACCORDANCE TOANSIIAWWA GRANULAR MATERIAL C150/A21.50. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE 4. COMPACTION SHALL BE ATTAINED BY OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS OR ORGANIC MECHANICAL TAMPING: MATERIAL AND WHICH, WHEN TESTED BY STANBARD . LABORATORY METHODS MEETTHE FOLLOWING REQUIREMENTS: 6. ALLTRENCHES SHALL BE BACK FILLED MAXIMUM LIQUID LIMIT _ _ 45 AND TEMPORARY PAVING OR PLANKING PLACED AT THE END OF EACH MAXIMUM PLASTICITY INDEX 15 WORKING DAY. MAXIMUM PERCENT PASSING NO. 200 SIEVE _ 32 O.D. MINIMUM PERCENT PASSING 3/4" SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOTADHERE TO FORM A BALL WHEN PRESSED IN THE HAND: © CEMENT STABILIZED SAND R -O -W OR EDGE 4" PVC EXTENSION OF EASEMENT W/PVC CAP (SEE NOTE 3) y PVC WYE WITH �\ Fe-- PVC CAP I VARIES (SEE NOTE 3) if W a a:3 3:5' MAX. i (SEE. NOTE 1.) Z � 13. a d 0 2.0'� w PVC (SEENOTES) SEE NOTE 6 (MIN. 1% SLOPE) TEE WYE SERVICE PLAN FITTING (SEWER TEE) (nTICAL) STANDARD CONNECTION PRO Ur. R -0-W OR EDGE OF EASEMENT. NOTE: VARIES 1: WHERE DOUBLE SERVICE ELEVATION ISLESS THAN 2.7- BELOW PROPOSED BACK OFCURB, MIN.SLABELEV.MUSTBESETTO 8.6 MAX: ALLOW SANITARY SEWER SERVICE. (SEE NOTE i ,2. MARK EACH SERVICE END WITH - AND NOTE 6) METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM 03034 SDR26 W/ GASKETS I �I 4. ALL SERVICE CONNECTIONS & PVC (SEE NOTE 3) EXTENSIONS ARE TO BE INSTALLED (MIN. 1% SLOPE) WITH THE MAIN LINE CONSTRUCTION. I (I S. A CLEAN OUT IS REQUIRED AND STD. 45* BEND WILL BE INSTALLED PLUMBER AT THE ROWW FOR FOR EACH SERVICE. 6. WHEN SERVICE CONNECTION IS DEEP STACK VARIE6 IN HEIGHT CONTRACTOR MUST PLACE A VERTICAL - STACK THAT SHALL BE BROUGHT WITHIN C 3-112 FEET BELOW NATURAL GROUND. 2.0, Z w ALLOWABLE 'E'-STD.46° BEND TAPPING AREA TEE WYESERVICE FITTING (SEWER WYE AN 1/8 BEND) BOTTOM LIP OF: CONNECTING ... .. . PIPE SHALL NOT DIP BELOW DEEP CONNEC ONPROBILE CENTERLINE OF MAIN. CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION DATE. -DETAIL N0. - CITY OF BRYAN B/CS UNIFIED �.�7y OF COLIFLf. $TA7Tp;t , Iwr, r sow. AUG. 2012 STANDARD DETAIL S7=01 METER BOX OR STANDARD CLEAN-OUT BOOT FOR EARTH, SEE BEDDING AND TRENCH DETAIL STANDARD CLEAN OUT FOR MAIN LINE DATE B/CS UNIFIED DETAIL H0. Cry OF COLLEGE STA71ON CITY OF BRYAN AUG. 2012 STANDARD DETAIL SS -01 Txc�trrcr sof' .. 326 324 322 i 6 -Inch Sewer Line 326 i LVA I � I i p j 6JJ Server Line T.979.260.6963 --- ------------- --- -- -- --- ----- - ---- ----- 6 PVC (ASTM D3034 SDR 26) - -- ---- - - 324 F.979.260.3564 SEE DETAIL SHEET FOR EMBEDMENT I l EXISTING GROUN 320 ----- - .... -- - ----------I-- --- -.... ------.... PROPOSED ! -� CLEAN OUT 318 .._... --- -- ----- --t-- - - - ------------ - 316 314--- I I M M yJ � i C 312 -- ------ - -- -- -.-------- --- - --- -- - o �------ �I 0 I M O) D `d' 00 01 L0 -�7M J7RT77CC"^ LN CD 2' Itj 4 4 8"- 12" MAX. OSELECT MATERIAL� > • o: O CEMENT STABILIZED SAND a. Contact Dig Tess ® 1-800-344-8377 8"-12" MAX. II LJL i OB (MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE) ii j J i LL II J j Lt.. ; 6"BELOW PIPE BELL'• O.D. .I..:: -`. - -00 0-1-50 1+00 1+50 2+00 ,. - ` 6 OW PIPE UNDISTURBED SOIL d. Contact Gilbert Martinez @ CSU (ELectrical) 764-6255 rant PIPEBELL O.D. PLACE METAL DETECTOR Cn_ TAPE ATA MINIMUM OF 24" ABOVE TOP OF PIPE f. Contact Josh Norton © Atmos Gas (Gas) 229-4627 PIPE O.D. 6" MIN.112" MAX. 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and S' MIN.I12" MAX, NON-STRUCTURAL Al?&4S TO BEPATIED AREAS OR STREETS TO BE RECONSTRUCTED 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer foi any substitution prior to Construction. Requests for BEDDING AND TRENCH changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's FOR DI PIPE & PVC PIPE /�`r 1 4 cLTY OF BRYnN Toa Mr .soe• DATE AUG. 2012 B/CS UNIFIED STANDARD DETAIL DETAIL H0. S1-01 GSTFOFCouET:ESre77px R -O -W OR EDGE 4" PVC EXTENSION OF EASEMENT W/PVC CAP (SEE NOTE 3) y PVC WYE WITH �\ Fe-- PVC CAP I VARIES (SEE NOTE 3) if W a a:3 3:5' MAX. i (SEE. NOTE 1.) Z � 13. a d 0 2.0'� w PVC (SEENOTES) SEE NOTE 6 (MIN. 1% SLOPE) TEE WYE SERVICE PLAN FITTING (SEWER TEE) (nTICAL) STANDARD CONNECTION PRO Ur. R -0-W OR EDGE OF EASEMENT. NOTE: VARIES 1: WHERE DOUBLE SERVICE ELEVATION ISLESS THAN 2.7- BELOW PROPOSED BACK OFCURB, MIN.SLABELEV.MUSTBESETTO 8.6 MAX: ALLOW SANITARY SEWER SERVICE. (SEE NOTE i ,2. MARK EACH SERVICE END WITH - AND NOTE 6) METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM 03034 SDR26 W/ GASKETS I �I 4. ALL SERVICE CONNECTIONS & PVC (SEE NOTE 3) EXTENSIONS ARE TO BE INSTALLED (MIN. 1% SLOPE) WITH THE MAIN LINE CONSTRUCTION. I (I S. A CLEAN OUT IS REQUIRED AND STD. 45* BEND WILL BE INSTALLED PLUMBER AT THE ROWW FOR FOR EACH SERVICE. 6. WHEN SERVICE CONNECTION IS DEEP STACK VARIE6 IN HEIGHT CONTRACTOR MUST PLACE A VERTICAL - STACK THAT SHALL BE BROUGHT WITHIN C 3-112 FEET BELOW NATURAL GROUND. 2.0, Z w ALLOWABLE 'E'-STD.46° BEND TAPPING AREA TEE WYESERVICE FITTING (SEWER WYE AN 1/8 BEND) BOTTOM LIP OF: CONNECTING ... .. . PIPE SHALL NOT DIP BELOW DEEP CONNEC ONPROBILE CENTERLINE OF MAIN. CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION DATE. -DETAIL N0. - CITY OF BRYAN B/CS UNIFIED �.�7y OF COLIFLf. $TA7Tp;t , Iwr, r sow. AUG. 2012 STANDARD DETAIL S7=01 METER BOX OR STANDARD CLEAN-OUT BOOT FOR EARTH, SEE BEDDING AND TRENCH DETAIL STANDARD CLEAN OUT FOR MAIN LINE DATE B/CS UNIFIED DETAIL H0. Cry OF COLLEGE STA71ON CITY OF BRYAN AUG. 2012 STANDARD DETAIL SS -01 Txc�trrcr sof' .. 326 324 322 i 6 -Inch Sewer Line 326 i LVA I � I i p j 6JJ Server Line T.979.260.6963 --- ------------- --- -- -- --- ----- - ---- ----- 6 PVC (ASTM D3034 SDR 26) - -- ---- - - 324 F.979.260.3564 SEE DETAIL SHEET FOR EMBEDMENT I l EXISTING GROUN 320 ----- - .... -- - ----------I-- --- -.... ------.... PROPOSED ! -� CLEAN OUT 318 .._... --- -- ----- --t-- - - - ------------ - 316 314--- I I M M yJ � i C 312 -- ------ - -- -- -.-------- --- - --- -- - o �------ �I 0 I M O) D `d' 00 01 L0 d' to It p LN CD L6 Itj 4 4 minimum of 48 hours in advance of any excavation. n Lc a. Contact Dig Tess ® 1-800-344-8377 - II LJL i II J LL ii j J i LL II J j Lt.. ; it J LL 11 J U- 2-,=50 2+75 -00 0-1-50 1+00 1+50 2+00 C. Contact Richard Wallace @ Verizon 821-4752co GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contrac or shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess ® 1-800-344-8377 - b. Contact Dan Augsburger © Suddenlink 595-2429 C. Contact Richard Wallace @ Verizon 821-4752co d. Contact Gilbert Martinez @ CSU (ELectrical) 764-6255 0 I e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 Cn_ f. Contact Josh Norton © Atmos Gas (Gas) 229-4627 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shah) be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer foi any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, state and local regulations. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided b't a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all si ewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a. Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing facilities, if necessary. 13. The contractor is responsible for traffic control. This is not a separate pay item. I . Temporary spoil areas will be Identified on site by owner. Contractor mush have traffic control plan approved by city engineer prior to construction. 15. All dimensions are to the back of curb unless otherwise noted. W \ 3B 3A . i/ O� ( RS\� `•\ \`� j / \\ / LJJ Til 3 \/vV p i F %1 011 `�13 g 3 IB \ 1 \ / /�'B3 \ 20 19 J 21 2 \ 5 V�56V18 \, !i % A�'\\ \ 7-R V 11� Y 8 / \ \ M\ i 4 \ �7"�7-� I C� 12\ 7 \. A T \ / \ 723 \ \ / -3., ` J 1-R 16<f ` 14 '\ 6 \ i r1 I 1 5 \ R vv v'y�-1 °� V v4 \ V /A_ A%�1 =98 /\ 3 v. A, / \ 5 /X\2 4 j 12i C �.. 7A, IO i\ 26 /� i 1 \ \ 3 \/ 1 \� A 9 \ 15 / , �114 �2 23 \ \ 11 \/ 8\ � 1 \ 4 7 / \ �20 9\ 3\ y IA/ V7 %,. % A\ / 24/ / 16 /\2v jy6` y p 1)Ii� 9 / ;v / 23 / / v v� I v. 2i, �56� % 10 / Ay/ // %/ 23 13 1 t l 6- 2 9'8 65 111! J, 4 22 / /r 0 T. gA10 14 y 1 , tl , �� \ v 13 ld.l� �7 /i 17 i j v i / P1 Xd X 12 10 14/ /K 18 71 / / / 15 / \� ,SITE % ;/ I6,; / 5 / 4 // l / 17 481 / 3R-� 2 y %V' 16 1i lR 2R i 3R-1 4 i l 7 VICINITY MAP (N.T.S.) PROJECT BENCHMARK: GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. LINCOLN AVENUE (R.O.W. VARIES) 3' (TYP) ��+.�A .� ��2-..zt .r�r ,� ',��F r<Y. �x �• `�1,.�s�1I2 +P} � � �>.��. ��msa sS. '^�r� . s�� .-.. r. 1 -x. ��+X`�s�,a�T�r� ��'r �ry�e�'��e^" t � �v $ .�.��,.. -� fi4e �s� ` ,� -r"n`°•_`x�r-y�ua�r<�ti,bt-'�iur s.'"tirl,� �e`a�F+,�,'.. s�.'t��5 .��)�.'�Y�'w�� :v? . l. �va` ��. :s , �,�_ ac�.t* _�`�"�� .. `�ti �- ��7a.#. fi��2`�`]•3 ��'%�. -�a� •^r ?rs 1 S�I_E» .� ��g�s�w�•-c A� ag .. n' �stCo�'�arw--4�,;x�#.h . .U5��s x , .a �§..2N�w� : a-�, 3 �aa 3� ? �az a. Contact Dig Tess ® 1 800 344 8377 fifT b. Contact Dan Augsbur er @ Suddenlink 595-2429 . q C. Contact Richard Wallace @ Verizon 821-4752 r r.E,. % d. Contact Gllbert Martinez ® CSU (ELectrical) 764-6255 —N e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 —N<_—NEW Row LINE _ � � � —PUBLIC ACCESS EASEMENT f. Contact Josh Norton @ Atmos Gas (Gas) 229-4627 s 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, I — Water and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be I —\ coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's PRIVATE ACCESS \ time spent reviewing changes and redesigning based on contractors requests. I EASEMENT ( 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, state and local regulations. ( LOT -8B , 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the ( ( I ( 0.285 ACRES Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include , all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with. all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the. item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. IE Ste: �I 8. The Contractor must provide construction staking from the information provide on these plans. ( I 1 tech ffian20 feet 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing facilities, If necessary. ----- 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. Temporary spoil areas will be identified on site by owner. Contractor mush have traffic control plan approved by city engineer prior to construction. 15. All dimensions are to the back of curb unless otherwise noted. _ LOT -8C --- -_"" 0.393T ACRES 0.390 ACRES JB ( \ _J 34 X,\ / r >B71 J 5 3 p \ / /\\ � 102 6 \ ` IB /� \L 19 21 IA \ / 4 7-1 7- 1 / G 12-,/ \ �•\ \ < _yV Av A/: \\ / T2J j; \ �� >4 aQJ 1-R \ lSR//\6 B 4 A\. /\ 2 V A 5 4 1 C \� 8 V l0 26 / \ / 1\ -'\ J 1 11 1 / 6 i)�j� 2 14 << 2923, /< 5 12Y \9 \\ / 15 / / \ / \, /6v. 11X1' V v AV/ t X�5 \ it 4 1J 7 \� 0 �q., l �\ J\. , \7 \ 1B _ j / 14 j / / 16 »idf� 5' 1 r % 2 11- 'N 8 \ 2UI? 6 g / /�\ i 13 I8 4 IJ ;1 i\� \ \21�/ / 10 P3 41 �6�2�v j 3 /� 11 j v 2??� / �l 8�9 7�( �d\2\ 1 2i\ \X, 1 / 2r% ZR1 6\ 4 \ i ! r9p ' \ 2� 12 `\ % PO S \\�_\ b". 8, 7 l J� / / 14 ! X / 18 \.. /( \ "' r �B g�� 4Z 5 3� �� 715 15 / v ii61v\i7/5;i' _I /E / // 16 / 5 /� /� / 17 i�'.. Ile1 41 JR -J ' `16/ y!R! 2R I JR -1 4 7 % / / // \. i 14, L 8 METAL T POST AS REQUIRED TO MAINTAIN SPACED 6' APART NATURALGROUND7 L 4"X4" MIN, TRENCH (N.T.S.) 2"X4" WIRE MESH FASTENED TO T -POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST & WIRE MESH 8":OF FILTER FABRIC TO EXTEND INTO ATRENCH AND ANCHORED E WITH COMPACTED BACK FILL ALLOW 2.3' TO S' AT TOE OF SLOPE FOR'SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. DIRECTIF W 4" 20" SILT FENCE ASSEMBLY DATE DETAIL NO. C.YT'Y of BRYAN B/.CS UNIFIED .. CITY OF. COLLEGE STATION YAN AUG. 2012 csssLatr STANDARD DETAIL $WPP1-03 T.979.260 b . 6963 ..„ r.. _ F-979.260 3564 TX. FIRM # F-1443 511 UNIVERSITY RIVE EAST SUITE 04 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING *'HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS *SUBDIVISIONS www.mitchellondmorgan.com For I o - v e lyn V+ 11 a e d o �It.�7 , is vire o; ., n'roe,r ,rI tion p,r,rJirg. or peii lIit )iuro)ses. - Prepared by: ZJoe,. '.1',clje11, I.E. No. 8. .49 0. JANUARY 2014 Designed by: JB Drawn By:JB Checked By:VJBM 1 t � L W CV it t O w 0:) rn d li Of r1- (n >G c3� L- LJJ 1 (D O] D 00 v N CD 12- Ln N { t �i 1 W 0 O W I. 'I SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 114!'R 912"0 x18",12" O.C. 314" (COATED WITH HEAVY GREASE) 4" RECYCLED MATERIAL, 112" 3" LONG METAL OR PLASTIC CAP; THAS MANUFACTURED INSIDE DIAMETER TO BE 1116" GREATER BY ICKJ,D. RUSSELL CO.OR THAN DIAMETER OF DOWEL BAR. CAP APPROVED EQUAL. MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR. SMEWALKE"ANSION& CONSTRUCTIONJOMT SAWED OR FORMED, NOTES: 1/8" TO 3116" SEAL WITH EXPANSION 1, SIDEWALK PLACEMENT SHALL BE IN JOINT MATERIAL, MIN. ACCORDANCE WITH BICS UNIFIED 318" R DESIGN GUIDELINES. —� 2 FINISH: OB TOO LIGHT DEEFINISH. AT AN JOINTS 4„ INTERVAL EQUAL TO THE SIDEWALK " WIDTH. EXPANSION JOINTS @(�-40' O.C., CONTRACTION JOINTS @ 4' D.C. 3. DOWEL IN AND TIE TO ANY.CONCRETE STRUCTURE ADJACENT TO SIDEWALK SM WAIX C0A7R4(7 j0 JQ,Uff (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX ETC.) WITH #3 x 12" BARS 9.12" 0.8. OR #4 11112" BARS I� @i8- C. I 4. COMPACTION: COMPACTED SUBGRADE T-0"MIN. I MATERIAL COMPACTED TOA DENSITY 6'-0" VARIES -'I AT LEAST 98%MAXIMUM DRY DENSITY AS DETERMINED BY 2% MAX. i' PROCTOR COMPACTION TEST ASTM 0688 iSTANDARD) AND SHALL BE 0.4%W T FTHE OPTIMUM I MOISTURE CONTENT SEE NOTE 4 S. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. #3 BARS 12" O.C.E.W. OR 28 -DAY CONCRETE STRENGTH #4 BARS @ 18" O.C.E.W, SEE F/Np SH NOHI CK MIN.) ALONG MVO)? COLLECTORS AND LARGER 6' CONCRETE SIDEWALK AL DATE DETAIL NO. CrnTOFi3RYAN AUG. 2012 BICS UNIFIED CITYOFCOLLEOESTATION rry BRYAN STANDARD DETAIL SWI -028 * CROSS SLOPE NOT TO EXCEED 20% OR BE LESSTHAN.1%ON ANY PORTION OF RAMP OR TRANSITION TO STREET / . GaP ry� O� P PROPERTY / LINE y DETECTABLE i WARNING SURFACE RAMPk 8'SIDEWALK S* s'ua LO � SLOPE saes MAX. EXPANSION JT: & 3' SMOOTH DOWEL BAR; 9/2" DIA. X16", WITH CAP12" O.C: OE ATS WIHEAVY GREASE) BACK OF CURB 6' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES DATE DETAIL NO. I, CITY OF BRYAN BICS UNIFIED CI'PY OF C077.EGE STATION AUG. ZOIZ STANDARD DETAIL SW3-04 W CROSS SLOPE Z 2% MIN. w CROSSSLOPE m O CROSS SLOPE 2%T04% PAVEMENT CURB SIDEWALK 2%MAX.,1%MIN. a 8' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. SIDEWALK SLOPE REQUIREMENTS e. DATE - DETAIL NO. CrrY of BRYAN AUG. 2012 BICS UNIFIED CTC4OFCOu=E;STATION ,r.c�OF BRYAN STANDARD DETAIL SWI -00 PROJECT BENCHMARK: N/A OA SELECT NATIVE MATERIAL NOTES: MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS CLODS, DEBRIS LARGER THAN TWO (2) 1. fORBEOD/NGAN0774ENCN/NGW/TN/NALZ THE DI ETEEDTOA EXIST/NGPAVEDAREAS, SEEDETA/LSFOR OPENour srREETS DetallsST4-00 ST4-01, MINIMUINCHEdM OF90 ETERMI OFMAXIMUMD NSIWASDETERMINED MINIMD698P. ST4-02), 77//SN07ED0ESNOTAA507-o ANDARDA)XIMUM MOISTURE THIN OPTMUMTOS+4% OF OPTIMUMUNDERNONSTRUC URAL S7NEE7SBEING RECONS 7RUCTED. AREAS (to YARDS PASTURES, EASEMENTS I AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINEC BY ASTM D698 2, ALL BEDDING &INSTALLATION OF PVC (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO AND PIPE SHALL BE IN ACCORDANCE TO ANSIIAW WA STANDARDS FOR PVC PIPE. +4% OF OPT MUM UNDER NEW STREET AREAS STREETS TO BE RECONSTRUCTED.. 3.. ALL BEDDING & INSTALLATION.OF DUCTILE IRON PIPE SHALL BE IN OB GRANULAR MATERIAL ACCORDANCE TOANSIIAWWA C1SO/A21.50: MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS OR ORGANIC 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. MATERIAL AND WHICH, WHEN TESTED BY STANBARD LABORATORY METHODS, MEETTHE FOLLOWING REQUIREMENTS; 6. ALL TRENCHES SHALL BE BACK FILLED MAXIMUM LIQUID LIMIT 46 AND TEMPORARY PAVING OR PLANKING PLACED ATTHE END OF EACH MAXIMUM PLASTICITY INDEX 16 WORKING DAY. MAXIMUM PERCENT PASSING NO. 200 SIEVE - 35 MINIMUM PERCENT PASSING 3/4" SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. OC CEMENT STABILIZED SAND ORIGINAL GROUND OR. BOTTOM OF SUBGRADE 12" MAX. O SELECT MATERIAL 8"- CEMENT STABILIZED SAND �OMANUALLY ONSOUDATE 8"-12" MAX. AT OPTIMUM MOISTURE) { .. 6" BELOW PIPE BELL O.D. 8 OW PIPE UNDISTURBED SOIL PIPE BELL O.D. PLACE METAL.DETECTOR TAPE ATA MINIMUM OF24" PIPE O.D. .ABOVE TOP OF PIPE 6" MIN./12" MAX. 6" MIN.112" MAX. NON-STRUCTURAL AREAS TO BEPAVED AREAS OR STREETS TO BE RECONSTRUCTED BEDDING AND TRENCH FOR DI PIPE & PVC PIPE= GYtY Cr BRYAN' iy OF YA DATE AUG. 2012 B/CS UNIFIED STANDARD DETAIL DETAIL NO. S1-01 Crn OF COLLEGE STATION r R -0-W OR EDGE 4" PVC EXTENSION. OFEASEMENT I WIPVC CAP (SEE NOTE 3) I 2. �c- PVC AP WITH �\ I VARIES (SEE NOTE 3) �) w aW YY a (SEENO'TE1.) I f 2 I. 1 'a 0 y ` 2.0' w !' PVC (SEE NOTE 3) SEE NOTE 5 (MIN. 1% ITTING (SEWER TEE) PZ7i1V (nFIC.4Z) STANDARD CONNECTION PRO7= R -0-W OR EDGE OF EASEMENT NOTE: VARIES 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OFCURB,IT MIN. SLAB ELEV. MUST BE SET TO 3,S ALLOW SANITARY SEWER SERVICE. (SEE NOTE 1 _2. MARK EACH SERVICE END WITH - AND NOTE 6) METAL 'r POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE ASTM I 03034,SDR26 W1 GASKETS l It 4. ALL SERVICE CONNECTIONS & PVC (SEE NOTES) I EXTENSIONS ARE TO BE INSTALLED (MIN.1 % SLOPE) WITH THE MAIN LINE CONSTRUCTION. S. A CLEAN OUT IS REQUIRED AND - STD. 45' BEND WILL BE INSTALLED THE PLUMBER AT THE ROW FOR EACH SERVICE. 6. WHEN SERVICE CONNECTION IS CONTRACTOR MUST PLACE A VERTICAL IN HEIGHT STACK VARIES AL . STACK THAT SHALL BE BROUGHT WITHIN 3-112 FEET BELOW NATURAL GROUND. 2,01 _. W ALLOWABLE W STD.45°BEND TAPPING AREA TEE WYE SERVICE FITTING ((SEWER WYE ANI)1/S BEND) BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW DEEP CUNNECTIONPROFTLE CENTERLINE OF MAIN. CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION DATE. DETAIL NO. Cn-Y OF BRYAN B/CS UNIFIEDCnyoPCALLEOESTATION M, m ,�&. AUG. 2012 STANDARD DETAIL. 57-01 METER BOX 01 CLEAN-OUT BC 6" CLEAN.OUT STACK DIP OR PVC FOR EARTH, SEE BEDDING AND TRENCH DETAIL 2" CUSHION REQUIRED CEMENT STABILIZED FOR ROCK, CONCRETE SAND AS SHOWN NOT LESS THAN 3" 45^ BEND STANDARD CLEAN OUT FOR MAIN LINE S DATE DETAIL NO. CIIYDFBRYAN AUG.. 2012 B/CS UNIFIED CCI'SOPCOII.6GESTA'QON rkCWrrzcrm.sorv' STANDARD DETAIL SS -01 - 326 r- 324 322 EXISTING GROUND 320 -..._.... ----- - ------.:--- -- -- --- --- ... --- - ----- - --- - - I PROPOSED -� CLEAN OUT / 1 318 --- -.._._ ------- 316 _ 316 314 1 312 + 6 -Inch Sewer Line 6" Sewer Line 6 PVC (ASTM D3034 SDR 26) SEE DETAIL SHEET FOR EMBEDMENT --I 326 T.979.260.6963 963 - 324 11 F.979.260.1 564 TX. FIRM # F 1443 511 UNIVERSITY D��IIIVE EAST SUITE 20?I 322 COLLEGE STATION, �X 77840 PLAN & DESIGN SPEC, ALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY * UTILITIES144 STREETS SITE PLANS * SUBDIVISIONS 320 www.mitchellandmorgan.com � P�E .. TF ��R� Of ;• s �� * •• * ...1 *. 318 .JAMES•T.•BATENHORST ®�o �o•::.....93631 • •• ! O m a8a�i AL I I - - -- --- - - ._.. - --- ---- 316 on Feb. 26 2014 I ;. 0.5009 , I JANUARY0 2 14 1. , .. Designed by: I!JB � Drawn By:JB Checked By:V---------- - --------- ---- -.. -- -- - - --- -- ----- -- - JBM ----- - - ------------- 314 i ---- - - ; ; 7 I O N 0U) 0 .......- - - - - ----- ---- --- -- - - --- o --- rte? a- 312 0 00 OU_ 0 \ w cV o __J�� L-0 ; ° N o N mzi'�� 1 --- i--- ---------- - -- _- - - -- ---- to Q U 3 J > N M I p0) N !j 00 tf) 1 i� /� to tL) d do LLn �- ' M h 11 II 11 J LL. U_ J J Li l>_ Lt LL U- 00 0+50 1+00 1+50 2+0 2+50 2+75 GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess ® 1-800-344-8377 b. Contact Dan Augsburger @ Suddenlink 595-2429 C. Contact Richard Wallace @ Verizon 821-4752 co � I d. Contact Gilbert Martinez @ CSU (ELectrical) 764-6255 0 e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 U) f. Contact Josh Norton ® Atmos Gas (Gas) 229-4627 > N 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and � Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shad be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, state and local iegulations. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided ty a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all s Idewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing facilities, if necessary. 13. The contractor is responsible for traffic control. This is not a separate pay item. 14. Temporary spoil areas will be identified on site by owner. Contractor mush have traffic control plan approved by city engineer prior to construction. ^ 15. All dimensions are to the back of curb unless otherwise noted. (� W 38JA 00JER i \ �\ 2 60 4/ 2 / C��)O zo2a2 6 16 % �\ 7,19 l 21 7 .� 56� 8\✓ /,j4V 4 i 7-2 �\ l / G /J 7\ \ A �� / \ T23 �, / 1 J �16 1 14% 6 A� 7- IJ,/,- -� P 1-R ' 15k i B 2 L" \ 7 1, <>-( 'C �`' p�. ^\. 5 ��' GQ �•.. " J 4 V 9 \ \3 5 . \ \ i 26 21 7 J) a\ 2 2 . �. .\6 \l \� 9 \.. \ ;' ! 2`x'14\ O 12 \ \\ j 25 IS \ ^ O 4 13� V 18 i� 3\ 14A� �7 \ 1) /`.. 24 %i % 16 4A )6, \ 2'\ 1� / \. s 7 1i'. 9 i i� / 23 O 17�/ ?,3 \1 1 i \ 5 20 �6, / i i / j \ 16 13;1 t l6' i 10 IS\B' 3 12 /2,, / 4 \ 22 % / / \ / 22 23 / j: 2. )' 1by lA��\.- z/ / 9 5'. 2 2\. 1 /\ l \ s\ \31>:% 1 r_ i \2a I / 12 7� Oyu x''65 6/ <<\ 1 9 A Sr 12,91 /5 Zl l I i 2 i IR 2R ; 3R-� 4 -� 6 % 7 6 20 73 19 14 /A\ / i 16 711 / / 75 % \ / 411111,S / I TE 16 ; /i / ,7 �I� /� i� /j /� / / 4B j 4 / 1 16 / 1511 VICINITY MAP (N.T.S.) i INCH IRON BURN AVENUE PIPE FOUND—CM INCH IRON SH BURN AVENUE PIPE FOUND—CM A 50 R.0 W ASH 50, R•O.W- F 143.14' INCH IRON 143.14' _ ROD FOUND—CM S 59'00 03� GENERAL NOTES INCH IRON p0'03" E — —� ROD FOUND—CM 1. CONTROLLING SURVEY MONUMENT AND TIE IS SHOWN ' This survey is tied to City of College Station GPSI This survey is tied to City of College Station GPS HEREON. Monument #120 which bears S 07'18'26.14"E — �� ) Monument #120 which bears S 0718'26.14"E — $ 10,165.02' from the east corner of the property. �� 10,165.02 from the east corner of the property. 2. NO PORTION OF THIS SITE LIES WITHIN THE 3 X85 INCH IRON 100—YEAR FLOODPLAIN BOUNDARY PER FEMA'S FLOOD INCH IRON I ROD FOUND -CM ROD SET I INSURANCE RATE MAP PANEL 48041 CO215E, EFFECTIVE DATE: MAY 16, 2012. I I I I I 3. LOTS 8C & 8D SHALL BE ALLOWED ONE SHARED I 1 DRIVEWAY ACCESS ONTO LINCOLN AVENUE AT THE 25FT 6.5' Row IC PRIVATE ACCESS EASEMENT (PAE) LOCATION SHOWN DEDATION 6.5' PUBLIC M LOT—aol M SA HEREON. ACCESS EASEMENT N N/F 0.527 CRES LUTHER MONROE COBB AND WIFE, LUCILLE COBE I 435/513 LOT -8B CERTIFICATE -0F OWNERSHIP AND DEDICATION ( I 0.285 ACRES i .597 ACRE TRACT I STATE OF TEXAS ,4 roximate 60' - LOT -8 (NE PART _ N F COUNTY OF BRAZOS I ) � / A roximate 60' I � N/F WILLIAM F. McIE AND ° r WILLIAM F. McIE AND I owner and developer I I I fj d WIFE, LAURA MARIE McIE I WIFE, LAURA MARIE McIE M � WOODLAND ACRES WOODLAND ACRES of the land shown on this plat, and designated herein as Lots 8A -8D, Woodland I tJ I LOT 7 (PART OF) I I LOT ( PART OF) � 292/757 Acres Subdivision in the City of College Station, Texas, and whose name is ( 292/7 757 ( 0 subscribed hereto, hereby dedicate to the use of the public forever all " streets, 0000Cq I I M r- alleys, parks, easements, and public places thereon shown for the purpose and N I - 95.50' 121.83' 00 N consideration therein expressed. All such dedications shall be in fee simple N�}9'2634I N49'26 34'W 'W d N unless expressly provided otherwise. wl cn W W I N _ w w I I Z w Imo) j N I 1 > ry z I `i ( BNL Builders, LLC Q > I Z z N/F By: Christopher Mallett Z o LOT -8C I ) J LUTHER COBB O O I 25'X12' PRIVATE 0.390 ACRES 10 Public Utility Easement O O 176 576 Z I Z I I ACCESS EASEMENT _, N/F I STATE OF TEXAS LUTHER MONROE COBB AND I COUNTY OF BRAZOS WIFE, LUCILLE COBB REMAINDER I 191/428 I Before me, the undersigned authority, on this day personally appeared N49'26'34"W 218.91' 0 kn wn to me t . o be the person _ P r on whose name is I sub I — ( scnbed to the foregoing instrument, and acknowledged to me that I he executed the same for the purpose and .consideration therein stated. I Given under my hand and seal on this day ofic� LOT -801I 2014. ( Co .393 ACRES I I 0� � III I Notary Public, Brazos County, Texas I I INCH IRON INCH IRON ROD FOUND—CM ROD FOUND—CM R INCH IRON -- — — — — RINCH IRON OD SET ROD SET N 49'26'34" W 220.48' N 49'26'34" W 220.48' CERTIFICATE OF CIN ENGINEER N/FWOODLAND ACRES WOODLAND ACRES TSUNG—SHENG SU CALLED 3.000 ACRE TRACT (PARTS OF) LOTS 7 & 8 TSUNG—SHENG SU LOTS 7 & 8 425/697 City Engineer of the CALLED 3.000 ACRE TRACT (PARTS 425/697 dF) City of College Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of the Subdivision Regulations of the City of College Station. City Engineer City of College Station OR G NALREPLATi CERTIFICATE OF THE COUNTY CLERK ENGINEER: SURVEYOR: AU I, Chairman of the � Mitchell & Mor an, L.L.P. STATE OF TEXAS Planning and Zoning Commission of the City of College Station, Texas, hereby Universit Dr. E Ste. 204 COUNTY OF BRAZOS certify that the attached plat was duly approved by the Commission on the day College Station, TX 77840. I, Karen McQueen, County Clerk, in and for said county, do hereby certify of 2014. Phone (979) 260-6963 that this plat together with its certificates of authentification was filed for record Fax (281) 828-0220 Fax (979) 260-3564 (979) 268-3195 in my office on the day of 2014, in the Official Public Records of Brazos County, Texas, in Volume , Page Chairman WITNESS my hand and official Seal, at my office in Bryan, Texas. CERTIFICATE OF SURVEYOR County Clerk Brazos County, Texas I, Brad Kerr, Registered Professional Land Surveyor No. 4502, in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property and that property markers and monuments were placed under my supervision on the ground. Brad Kerr, R.P.L.S. No. 4502 VICINITY MAP (N.T.S.) SCALE: 1"=30' FINAL PLAT OF WOODLAND ACRES L07S 8A-80 (1.597 acres) BEING A REPEAT OF WOODLANDS ACRES LOT -8 SNE RART) 1.597 ACRES ,COLLEGE STATION Brazos County, Texas DATE: FEBRUARY 2014 SCALE: 1 "=30' OWNER: ENGINEER: SURVEYOR: AU BNL Builders, LLC � Mitchell & Mor an, L.L.P. Brad Kerr I K 2502 Ravens Prairie Dr. 511 Universit Dr. E Ste. 204 Kerr Surveying L.L. TX 77494 College Station, TX 77840. 409 N. Texas Avenin' iiG .Katy, Phone (832) 797-7442 Phone (979) 260-6963 Bryan, Texas 77803 G`1 Fax (281) 828-0220 Fax (979) 260-3564 (979) 268-3195 ilyJANk: N/A SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH ((WHICH IS FREE OF NOTES: ROCKS LUMPS CLODS ORDEBRISLAR6ERTHANTWO(2) 1. FOR BEDDING ANOTRENCHING W/THIN ALL INCHES IN THE LARGES�iDIMENSION)� COMPACTEDTOA EX/ST/NG PAVED AREAS, SEEDETA/LSFOR MINIMUM OF 90% OF MAXIMUM DENSI7YASDETERMINED BY OPEN GUTSTREETS./Detallssr4.00.ST4-01, ASTM D698(STANDARD)ATAMOISTURECONTENTWITHIN ST4.02) TH/SNOTEDOESNOTAliKYTO OPTIMUMT +4hOFO. IMUMUNDERNON-STRUCTURAL STREE7SBE/NGRECONSTRUCTED. AREAS (le YARDS PASTURES EASEMENTS)) AND TO A MINIMUM 2. ALL BEDDING & INSTALLATION OF PVC OF 98% OF MAXIMUM DENSITY AS DETERMINED EYASTM 0698 PIPE SHALL BE I ACCORDANCE TO (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO PIPE SHALL BSTANDARDS IACCORDAN PVC PIPE. +4% OF OPTIMUM UNDER NEW STREET AREAS AND STREETS TO BE RECONSTRUCTED. 3. ALL BEDDING & INSTALLATIONOF DUCTILE IRN OB GRANULAR MATERIAL ACCORDANCE TO ANS AWWALL AIN MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE - . C150fA21.60. OF DETRIMENTAL QUANTITIES OF CLAY; DEBRIS, OR ORGANIC 4. COMPACTION SHALL BE ATTAINED BY MATERIAL AND WHICH, WHEN TESTED BY STANDARD MECHANICAL TAMPING. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: 5. ALL TRENCHES SHALL BE BACK FILLED MAXIMUM LIQUID LIMIT 48 AND TEMPORARY PAVING OR PLANKING MAXIMUM PLASTICITY INDEX 15 PLACED AT THE END OF EACH : MAXIMUM PERCENT PASSING N0.200 SIEVE .-35 WORKING DAY MINIMUM PERCENT PASSING 3/4"SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND: OC CEMENT STABILIZED SAND ORIGINAL OF GROUND OR 2. 8" _ 12" MAX O SELECT MATERIAL OC CEMENT STABILIZED SAND v 8" -12" MAX. ®MANUALLY OS E AT OPTIMUM 6" BELOW MOISTURE) PIPE BELL O.D. 6 B OW PIPEO,D, LL- -3{i PIPE UNDISTURBED SOIL77. O.D. : PLACE METAL DETECTOR TAPE ATA MINIMUM OF 24" PIPE 6"MlN./12" MAX. ABOVE TOP OF PIPE O.D. - 6" MIN312" MAX: NONSTRU AREAS TO BE PA AREAS OR STREETS TO BE RECONSTRUCTED BEDDING AND TRENCH FOR DI PIPE & PVC PIPE ��•=', DATE .DETAIL NO. 4Or CITY OF BRYAN -AUG. 20'12 B/CS UNIFIED CcrrOFCOLLEOESTATION Ts,c rraci�.a STANDARD DETAIL S1-01 R -O -W OR EDGE 4" PVC EXTENSION OF EASEMENT WIPVC CAP (SEE NOTE 3) 1 2, PVC WYE WITH PVCCAP ------ VARIES (SEENOTE 3) 3.5' MAX. Y (SEE NOTE 1.) ( - 2 U v o UJ O y, w J' PVC (SEE NOTE 3) SEE NOTE 5 (MIN. 1% SLOPE) TEEWYCE FITTING (SEWER TEE) PLAN MPICAI) STANDARD C0ANECT10iV PROFIT" R -O -W OR EDGE OF EASEMENT. NOTE: 1, WHERE DOUBLE WYE SERVICE- VARIES ELEVATION IS LESS THAN T-7" BELOW -PROPOSED BACK OFCURB, `?�` ?,'• MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 3.5' MAX. I l 2. MARK EACH SERVICE END WITH (SEE NOTE 1 .METAL "T' POST PAINTED GREEN:. AND NOTE 6) 3. ALL MATERIAL SHALL BE ASTM D3034 SDR26 W1 GASKETS ill 4. ALL SERVICE CONNECTIONS & E NOTE 3) (SE EXTENSIONS ARE TO BE INSTALLED ( PVC (SE SLOPE) (l WITH THE MAIN LINE CONSTRUCTION. S. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE STD. 45' SENDPLUML EACH ER VICE. OW FOR - EACH SERVICE. 6. WHEN SERVICE CONNECTION IS DEEP STACK- VARIES - CONTRACTOR MUST PLACE A VERTICAL IN HEIGHT ,D STACK THAT SHALL BE BROUGHT WITHIN _H: 3-112 FEET BELOW NATURAL GROUND. p 2.0' Z 'TAPPING LLOWABLE all AREA - - STD.46"BEND - m TEE WYE SERVICE FITTING (SEWER -- WYE AND 118 BEND) BOTTOM LIP OF CONNECTING PIPE SHALL NOT DIP BELOW DEEP CONNECTIONPROFILE CENTERLINE OF MAIN. ' CITY OF COLLEGE STATION SANITARY SEWER SERVICE CONNECTION ` `E DATE B/CS UNIFIED -DETAIL NO. CITY OF BRYAN AUG• 2012 CRY OF COLLEGE STATION IiTANDARD DETAIL 57.01 METER BOX C CLEAN-OUT B 326 [- 324 DIP ORPVCUTSTAOK-\ / I 1322 FOR EARTH, SEE BEDDING AND TRENCH DETAIL .^ 320 - 2" CUSHION REQUIRED CEMENT STABILIZED FOR ROCK, CONCRETE SAND AS SHOWN NOT LESS THAN 3" 318 45A BEND 316 STANDARD CLEAN OUT FOR MAIN LINE., 314 ..�.E, DATE. - AVG, . 2012 BIC S UNIFIED STANDARD DETAIL DETaI N a 95-01 CITY w BRYAN mcc mT; 4. - CRY OF COLLEaESTA'RON 1312 d- M to L C d- 6 -Inch Sewer Line 6'" Sewer Line 6" PVC (ASTM D3034 SDR 26) SEE DETAIL SHEET FOR EMBEDMENT 0 ---131 r o aa) U) 0 _ _....__.... ..�,.....�._._...... _........ __ .. 312 C; CL I c0 U_ 0 + N O U II E N = C C O DO 0 N Q U ---_...._.._.._.__....__......_._... ---- 3 � CF)d, 10 Ui o rn �r f 00 0-1-50 1+00 1+50 2+001 2+50 2+75 GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contrac or shall contact all utilit ( y company representatives a minimum of 48 hours in advance of any excavation. com a a. Contact Dig Tess @ 1-800-344-8377 b. Contact Dan Augsburger @ Suddenlink 595-2429 C. Contact Richard Wallace @ Verizon 821-4752 d. Contact Gllbert Martinez @" CSU (ELectrical) 764-6255 e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 f. Contact Josh Norton @ Atmos Gas (Gas) 229-4627 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Sp ecific Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall) be coordinated withthe City o, Water and Sewer and 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for.. any substitution prior to C nstru t on.CRe Engineer. changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time sent reviewing Requests for based on contractors requests. 9 chan 9es and redesigning ning 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P and all federal, state and local regulations. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be I verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor..- Structural areas shall include all sidewalks shallified rextendQ5't beyondhe ethe cub lines �o streets, alleys and parking areas. of all 6. It is the responsibility of the contractor to comply with all State and .Federal Regulations regarding construction activities near energized Jerhead power lines. Additional) the coordinate all proposed work and procedures with the City of C.S. Electrical Division. y, contractor shall 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which if is used. All materials an equipment unless otherwise noted. q pment shall be both furnished and installed 8. The Contractor must provide construction staking from the information provide on these plans. 9. All soil exposed by construction shall receive cellulose fibermulch seeding. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility,c. are not separate pay items. The Price of the ads etjustment construction of Sewer Line, Force Main, etc.) hall be subsidiary to the 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing facilities, if ne 13. The contractor is responsible for traffic control. This is not a separate pay item. cessary. 14. Temporary spoil areas will be identified on site by owner. Contractor mush have traffic control plan approved by city engineer prior to construction. 15. All dimensions are to the back of curb unless otherwise noted. 3A � j % !y \< % \.�., 2 4., 3 \ 1B 1 l \\ 9`I0� \ 20 23� 5 %\ 1 11 �6 . \ 7 /. \ \ f /, \, / \ 45\ ll8 ' 98 I \ lAi• 4 yt. /7-177-! .;/ 1\ 7G 11 \ \ 7>7i; ,/ B \ \ 114 O P 1-R / 2 IRj\. 5 \ 9 8 p \ \ / '� i 5v Vlig-�/ y Av // / v 1 w / ,•v 12' / B\ \, i 25 i \ \!q ` 10\3'1 /\\4\ \ 13 / \ \i % / 1 15' X \ 18' /\ �A 4A 3 \ 14\ % V 7A T, i; \ ,i 24 / / j 16 17><'6 . 3 \ 1 , \ 2 )S\ :/ \. 20 . /_ ;7\ 9 i / / \ % 23 15� \6j 3� 11 \ 1 ` \1fi % 4 \2t, �$ i 10 % \u/ // i \ 411 9 \ 6' \ I1\/ J? \. /7 /', 4 \ 22 �� ? _ / i i ` / 22 ! 23 12 T 1014 1 /8 ./\ 3/7% \ l X 6' \3Y \ 1 p 1\., 14 21 3R/ 7 SG \ 5 • q\ j�1 O \. 2fi � 3 6 x / / / i \\ // 20 i �CSj7i\`\5 9 8,11 5 27. �4\� / / // 1 %/ /a\ ii 19 9 7/ / '\ \ 9 /�, 3' 1110 GFy 54 1 P i/ / i / / i\1 / 18 %1. / \ 9•\ ,1 Zq 9/ / G i / / / / IS 119Xi g \ / / SITE/ / ,98 j/ / \ / j /i 17 i i / /i 48' 17i II ffi1 \>` 3R-7 / /i i 2 I lR !2R ; 3R-1 4 lr 714.%? l : \ ) T. VICINITY MAP (N.T.S.) PROJECT BENCHMARK: GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contactLINCOLN AVENUE R.O.W. VARIES company representatives a minimum of 48 hours in advance of any excavation. all utility 3' (TYP) a. Contact Dig Tess ® 1-800-344-8377 b. _� ..................._ __ ..........:.....:. - - -. Contact Dan Augsburger ®Suddenlink 595-2429'7777-74,777"", p.a_-zma.ci� ,_�.f z <. . e,,a fir�r,�•, :,�,s<_)_"n.x '�. .x.i�wF:¢�hx,.� -...,,. ... �. , .•..r.,v r « ,.�E`.f..t. . .,., . H.x�..x...>,.._ Sr^,,EYi'3" s , �,' �.�... �m <« r ,r_&.,`r, r..`�i_e.r.4 `_. t,'.. . s.. ,k...r ti'.'. 3,..t.h. ,, .rts . ,< ,e . �w�. ..•x.m.t•.a �. �E__ fr,. ..-..,.�.,t . .1 .,. ki. ..r,..z �-. ..� ... ..., n➢ .., -W _a,. . �,.,:_ .. �..�.�<,7._ , .. ,.,.� .<E,3.._<..e. ..,�. S.. ..K:. r.„, I«Ds,a�,x.... . ...-z.., , . .,n ..wF ..a_r�._ K3:�.5... .u.fi -.,., . �.�M .. �, .k , ..a. T.srn. 3d.�... . <. ""•'?:.w4.>_c<e�. ..s 3_� d. Contact Martinez CSU (ELectrlcal 764 6255C. Richard Verizon .s,. . u,^<.., ...7.. ,_ ... < .,�.�..r..•+1. ,.«,�ri.ex� e...:`.,.a. , s, .✓. .<�,<f.�.i �. �n +,,°S F sr<�.<+. ,�.'�.,..z�,. ..i«�i''�, � .. .`,.,r.,...�. 3._,.,. . ,.,..z, ._. .. .{, ti,n..,>_.,€ ,4-..aJ,-wr.s.w-..µ_p,,..•,s.�v.,.H...> -�- z.•.,.: .t . i.. '� xn .:..u,cF`�.v'n'�-.a.s..t5 7+c.•-e,.,.+A�'i ,; .+... �ei,T,i"�v,,+.,�'. �"I": ''�: ss's.sT'.ew.. P.x ?�i .,�,....a�.`'a?t ,^..?o> i�R i<,k�r.3� . 3;,,:�s,,�:�e � �a-;�a, <�.,. <ta`�."a.!„sfF'a�N'ri«.S'�<`�.?.vc .r, .tv��`..', s e. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 f. Contact Josh Norton ® Atmos Gas (Gas) 229-4627 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water. and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitutionrior to Construction. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financial) responsible pthe time spent reviewing changes and redesigning based on contractors requests. y P for engineer's 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P `and all federal, state and local regulations. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided b a certified P Y laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks .and shall extend 5' beyond the curb lines of all streets, alleys and � y parking areas. � 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division a � 4 v , ' 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both v furnished and installed unless otherwise noted. �■�■i��l 8. The Contractor must provide construction staking from the information provide on these plans.nch >= 2scale:0 feet,< 9. All soil exposed by construction shall receive cellulose fibermulch seeding. '1 i 10. Trenches may be left open overnight if Properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment „y<x shall ad be subsidiary to the construction of Sewer Line, Force Main, etc. 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of � < � I� J existing facilities, if, necessary. ��✓✓ rya Z 13. The contractor is responsible for traffic control. This is nota separate pay item. __.. 14. Temporary spoil areas will be identified on site by owner. Contractor mush have traffic control Ian approved b cit engineer P PP Y y g' prior to construction. -_ 15. All dimensions are to the back of curb unless otherwise noted. i��0. � I - O i 9 �'o�y `I OR / s RSA •� /✓ , Ja ,\/ / / T E 2. �! 2 6 O J \� 4 , / 2d 2 10 5 1B \• \ 8. \ \ PO \Z .6 J \` -, 1A 7 \ A 1"R / 15� / \. 6 v- e 1 V A �� e.' \ yv sv Q 7-/ 7 O G \ c, 71 B / 8 ' 1/ C 10 r\ /f 5 \ , \2X \ / \ 4 26 % ! \ \/ f'.. \7 \ 41 6 \ ' 1J' S � f.6\ \31�2i C/\ 4 \171�B „\ . .\� 1 \ J \ \ 15 14 / / -. \. / \ 15 14\1� 7 )� 61 �' !\2 \]5\/ 5 6 \ \ / 24 !/ 9 // 2J 16 `\ -. 21 4r� I 6 / \ \ 17 3 _ \ 11 Y l ! 10 ! !� / ZZ / 1J 2�\/C1`/ 324y\�9 /\ 21 !/12 / \� /20 �5 / �'6, � ST 27�� /9 ST 1�1 ! �( X / / � / 14 14 ! / \ \ 1 l8 / / S J �� . / 71616 7 !/ 15 NATURALGROUND 17 18/ // i i 1 216/ ' 2 I? : 4 ' � l 7 1R 3R-� 15, 14 \\ J - 21/6.TO41/6 r PAVEMENT �- 2% MAX., MIN. f � 3' TY V. 'Ji g An - s a s � - �Ya-T z 1 METAL T POST AS REQUIRED TO MAINTAIN APART SPACED 6, APART SILT FENCE AND/OR w CROSSSLOPE Z :3w HAY BALES TO BE 2% MIN. USED IN AREAS OF DRAINAGE FLOW / CL !CROSS SLOPE O r/ NATURALGROUND CROSS SLOPE /-//N%i:I IN S17rl r r5V/N 4"X4" MIN, TRENCH 2"94".WIRE MESH FASTENED TO T -POST - SEDIMENT CONTROL FABRIC FASTENEDSECURELYTO T -POST & WIRE MESH 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITHCOMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR. SEDIMENT TO ACCUMULATE. ALIGN.FENCE ALONG SLOPE CONTOURS. DIRECTION OF FLOW SILT FENCE ASSEMBLY DATE DETAIL NO. � B/CS UNIFIED D CITY OF BRYAN AUG. 2012 E Ckry OF C;oITECE STATION s� STANDARD DETAIL SWPP1- _ . 03 SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" R 1/2"0 x 18",12" O.C. 1!S"TO 3116" SAWED WITH FORMED, ((COATED WITH HEAVY SEAL WITH EXPANSION 314' OaREASE), JOINT MATERIAL, MIN. 318" R 4. RECYCLED MATERIAL,1/2" THICK AS MANUFACTURED -7F BY J.D. RUSSELLCO.OR APPROVED EQUAL 3".LONG METAL OR PLASTIC CAP INSIDE DIAMETER TO BE 1116" GREATER SIDEWALK CONTRACTIONiOINT THAN DIAMETER OF DOWEL BAR, CAP MUST BE LONG ENOUGH TO COVER 2q OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR. SWEEP SAND INTO SIDEWALKEXPANSION& MINS" ALLJOINTS CONSTRUCTIONJOINT MAX 24" CONCRETE SIDEWALK �. • '• 4" NOTES: 7.5.. r ;' • .. I. SIDEWALK PLACEMENT SI4ALL BE IN • - " ACCORDANCE WITH BIOS UNIFIED DESIGN GUIDELINES. 6' 2. FINISH: LIGHT BROOM FINISH. JOINTS 1" MAX. SAND LAYING COURSE TO BE TOOLED 1 DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK ACCEPTABLE TRAFFIC WIDTH. EXPANSION JOINTS40'O,C., RATED PAVER MATERIAL CONTRACTION JOINTS @ 4' OC. S. DOWEL IN AND TIE TO ANY CONCRETE SIDEWALKPAVLR SECTION (STRUCTURE ADJACENT TO SIDEWALK JUNCTION BOXIET , EETC91TH #3'X 12" BARS 9 12" O.C. OR #4 x 12" BARS @18'. O.C. 4. COMPACTION: COMPACTED SUBGRADE ACCEPTABLE 1 MATERIAL COMPACTED TO.A DENSITY TRAFFIC R o VARIES->' ATLEAST OF MAXIMUM DRY PAVER MATERIAL 8'-0 l DENSITY AS DETERMINED BY -o i - 089RTOR.COMPACTION TEST ASTM 2/o MAX ++5TANDARD).AND SHALL BE 0.4% INET OF THE ATIMUM '0 ( MOISTURE CONTENT -5. A MINIMUM CLEAR PEDESTRIAN WIDTH :SEE NOTE AS DEFINED BY TAS ANOD ADA ADAr SHALL BE PROVIDED FOR ENTIRE LENGTH OF SEE NOTE 3 SIDEWALK. 28 -DAY CONCRETE STRENGTH #3 BARS @ 12' O.C.E;W. OR - 3000Psi (4" THICK MIN.) #4 BARS @ 18' O.C,E.W. SEE FINISH NOTE ALONG AHNOR COLLECTORS AND LARGER 8- CONCRETE SIDEWALK DATE B/CS UNIFIED DETAIL N0. GYrY o F B3YAN CkTv, F AUG. 2012 O COISEDE STATION carry �so�• STANDARD DETAIL SW1-02G SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 4/4" R 112"0 x 18",12" O.C. {� 3/4' (COATED WITH HEAVY GREASE) I e RECYCLED MATERIAL 1/2" 3" LONG METAL OR PLASTIC.CAP, THICK AS MANUFACTURED.: _ INSIDE DIAMETER TO BE 1116" GREATER BYT _ . . D�2USSElTC00R'"-'"-" ..THAN DIAMETER OF DOWELBAR: CAP - - - APPROVED EQUAL MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS 1" FROM END OF BAR, SIDEWALK EXPANSION & CONSTRUCTION JOINT NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED 1/8"TO 3)18" SAWED OR FORMED, DESIGN GUIDELINES. SEAL WITH EXPANSION JOINT MATERIAL, MIN. 2. FINISH: LIGHT BROOM FINISH. JOINTS 3/8" R TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH: EXPANSION JOINTS40' O.C:, CONTRACTION JOINTS @ 4'0.C. 4" 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH #3 x 12" SIDEWALK CONTRACTIONJOINT BARS 0.12' o.c. OR #4 X 12" BARS @ 18' C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TOA DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (S TANDARD AND SHALL BE T -O" MIN. j 0-4%INET OF THE)OPTIMUM 5'-0"VARIES MOISTURE CONTENT 5.>A MINIMUM CLEAR PEDESTRIAN WIDTH E_ 2"/. MAX. 1 AS DEFINED BY TAS AND ADA SHALL BE PROVIDED V DED FOR ENTIRE LENGTH O r F --. SIDEWALK. x SEE NOTE 4 #3 BARS @ 12" O.0 E.W. OR 28 -DAY CONCRETE STRENGTH #4 BARS @ 18" O.C.E.W. n 3000 psi 4," THICK MIN.) SEE FINISH NOTE ALONG LOCAL STREETS 5' CONCRETE SIDEWALK DATE DETAIL NO. B/CS CITY of BRYAN AUG. 2012 UNIFIED (STvoF(octECESreTTON n.ca,ar�nso� STANDARD. DETAIL SWI -09A DETECTABLE WARNINGS GENERAL NOTES: 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.28 OF THE TEXAS ACCESSIBILITY STANDARDS WITH AgAS'. THE SURFACE MUST INCLUDING SIDE FLARES. FURNISH DARK BROWN bR DARK RED DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED CONCRETE IN THE PLANS. , U NLESS SPECIFIED ELSEWHERE 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND NOT ALLOW WATER TO ACCUMULATE. 3, ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN TRAVEL WHEN ENTERING THE STREET. 4. SHADED AREAS ON SHEETS SAND 4 INDICATE THE APPROXIMATE LOCATION FOR THE DETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. S. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 247IN DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND LANDING WHERE THE PEDESTRIANTHE ACCESS ROUTE ENTERS THE STREET: 6. DETECTABLE WARNING SURFACES SHALL BE. LOCATED SO THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF"10" FROM THE EXTENSION OF THE FACE OF CURB: DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE CORNER RADIUS. 7. ACCEPTABLE PAVER MATERIAL SHALL.BECLAY, VITRIFIED POLYMER COMPOSITE; PRECAST POLYMER CONCRETE, AND CONCRETE. DETECTABLE' WARNING SURFACE Q Z .O Q�v LANDING ai?o 4" MAX. a q Z_ 4 .d 0 44 O ii Q }OO,•; AND USUAL. C}Y700S?Op00'. ixago,o.opo.q.:. 6" MIN. --FACE OF CURB 10" MAX, TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE DETAIL NO. UNIFIED CrryoFC�foRm-� "w ES-rknoNG�TY of BRYAN ffAUG. 2012 STANDARD DETAIL SW2-00 SIDEWALK SLOPE REQUIREMENTS Q ENT II S DATE DETAIL N0. -•�. CrtYOFBRYN AUG. 2012 B/CSUNIFIED I C'ITYOFCOUMESTAMON TYx »•a,A STANDARD DETAIL ISW1-00 441m, w CROSSSLOPE Z :3w 2% MIN. CL !CROSS SLOPE O CROSS SLOPE � 1SIDEWALK a - 21/6.TO41/6 r PAVEMENT �- 2% MAX., MIN. --- - - _ 8' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. I Ph tl k e ( h a I` SIu gBphalt a 8�eet PER STANAB DARDS SIDEWALK SLOPE REQUIREMENTS Q ENT II S DATE DETAIL N0. -•�. 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ROD FOUND - 4 INCH IRON ROD SET 3 .e1_1I mnk. GENERAL NOTES 1. CONTROLLING SURVEY MONUMENT AND TIE IS SHOWN HEREON. 2. NO PORTION OF THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN BOUNDARY PER FEMA'S FLOOD INSURANCE RATE MAP PANEL 48041 CO215E, EFFECTIVE DATE: MAY 16, 2012. 3. LOTS 8C & 8D SHALL BE ALLOWED ONE SHARED DRIVEWAY ACCESS ONTO LINCOLN AVENUE AT THE 25FT PRIVATE ACCESS EASEMENT (PAE) LOCATION SHOWN HEREON. . 4. SIDEWALKS WILL BE CONSTRUCTED ALONG LINCOLN AND ASHBURN. WHERE THESE CONSTRUCTED SIDEWALKS ARE OUTSIDE THE ROW THERE SHALL BE A DEDICATED PUBLIC ACCESS EASEMENT TO COVER THE SIDEWALKS. 5. LOTS 8C & 8D SHALL BE PROVIDED WITH A PRIVATE SANITARY SANITARY SEWER LINE. 8 INCH IRON — ROD FOUND -CM S I VU AVENVE A 50, R•O,W. , E 143.1 4' INCH IRON S 59.p0'03` ROD FOUND -CM -- ---�" 9 a „E1.1.1. i �� a�� s _ 1' . 1 j INCH IRON PIPE FOUND -CM This survey is tied to City of College Stationh GPS Monument #120 which bears S 07'18'26.14"E - 10,165.02' from the east corner of the property. CERTIFICATE OF OWNERSHIP AND DEDICATION I v.�a0 HIiKGJ ,. 11 – STATE OF TEXAS ;� . 0.1, I COUNTY OF BRAZOS111. 1�1I.I 1.1.I WILLIAM F. McIE AND owner and developer �� McIE �:' _ -_ _ti - _- _ _ ,- WIFE, LAURA MARIE f _. + , - . -. _ - - - T. '`� NF 342. 1' OF LOT 7 f ;, o. tk�e farad shown on �hrs fat and des. Hated heresn as Low 8A 8D 1..Woodland - - p .. 292/757 ' - -- - I1.jl� Acres Subdivision in the City of College Station, Texas, and whose name is I� - subscribed hereto, hereby dedicate to the use of the public forever all streets, I :lO alleys, parks, easements, and public places thereon shown for the purpose and °c�° _ 95.50' _ 121.83' I. _ 11 r 1. 0 consideration therein expressed. All such dedications shall be in fee simple N49726'34"W N49 26'34".W . I'll unless expressly provided otherwise. w W �I W w NI QQ z BNL Builders, LLC > LOT 8C By: Christopher Mallett,1.1. Ia, 10 Private Utility Easement O o "' 0.390 ACRES [�!�;�::!!�:�r, U1. 25' PAE Z�, I STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of , 2014. Notary Public, Brazos County, Texas CERTIFICATE OF CIT>' ENGINEER \�� I INCH IRON ROD FOUND -CM .UALLtU J.Zbb AI:Nt IKAU1 425/697 W 1, , UILy G11Cj111=1 UI Lilo City of College Station, Texas, hereby certify that this Subdivision Plat conforms 425/697 WW W 7 -1 A o � v -T's o �) to the requirements of the Subdivision Regulations of the City of College Station. aQ > O o W C �Ll L ZC� J 4 INCH IRON ROD SET 3 .e1_1I mnk. GENERAL NOTES 1. CONTROLLING SURVEY MONUMENT AND TIE IS SHOWN HEREON. 2. NO PORTION OF THIS SITE LIES WITHIN THE 100 -YEAR FLOODPLAIN BOUNDARY PER FEMA'S FLOOD INSURANCE RATE MAP PANEL 48041 CO215E, EFFECTIVE DATE: MAY 16, 2012. 3. LOTS 8C & 8D SHALL BE ALLOWED ONE SHARED DRIVEWAY ACCESS ONTO LINCOLN AVENUE AT THE 25FT PRIVATE ACCESS EASEMENT (PAE) LOCATION SHOWN HEREON. . 4. SIDEWALKS WILL BE CONSTRUCTED ALONG LINCOLN AND ASHBURN. WHERE THESE CONSTRUCTED SIDEWALKS ARE OUTSIDE THE ROW THERE SHALL BE A DEDICATED PUBLIC ACCESS EASEMENT TO COVER THE SIDEWALKS. 5. LOTS 8C & 8D SHALL BE PROVIDED WITH A PRIVATE SANITARY SANITARY SEWER LINE. 8 INCH IRON — ROD FOUND -CM S I VU AVENVE A 50, R•O,W. , E 143.1 4' INCH IRON S 59.p0'03` ROD FOUND -CM -- ---�" 9 a „E1.1.1. i �� a�� s _ 1' . 1 j INCH IRON PIPE FOUND -CM This survey is tied to City of College Stationh GPS Monument #120 which bears S 07'18'26.14"E - 10,165.02' from the east corner of the property. CERTIFICATE OF OWNERSHIP AND DEDICATION I v.�a0 HIiKGJ ,. 11 – STATE OF TEXAS ;� . 0.1, I COUNTY OF BRAZOS111. 1�1I.I 1.1.I WILLIAM F. McIE AND owner and developer �� McIE �:' _ -_ _ti - _- _ _ ,- WIFE, LAURA MARIE f _. + , - . -. _ - - - T. '`� NF 342. 1' OF LOT 7 f ;, o. tk�e farad shown on �hrs fat and des. Hated heresn as Low 8A 8D 1..Woodland - - p .. 292/757 ' - -- - I1.jl� Acres Subdivision in the City of College Station, Texas, and whose name is I� - subscribed hereto, hereby dedicate to the use of the public forever all streets, I :lO alleys, parks, easements, and public places thereon shown for the purpose and °c�° _ 95.50' _ 121.83' I. _ 11 r 1. 0 consideration therein expressed. All such dedications shall be in fee simple N49726'34"W N49 26'34".W . I'll unless expressly provided otherwise. w W �I W w NI QQ z BNL Builders, LLC > LOT 8C By: Christopher Mallett,1.1. Ia, 10 Private Utility Easement O o "' 0.390 ACRES [�!�;�::!!�:�r, U1. 25' PAE Z�, I STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purpose and consideration therein stated. Given under my hand and seal on this day of , 2014. Notary Public, Brazos County, Texas CERTIFICATE OF CIT>' ENGINEER \�� I INCH IRON ROD FOUND -CM .UALLtU J.Zbb AI:Nt IKAU1 425/697 1, , UILy G11Cj111=1 UI Lilo City of College Station, Texas, hereby certify that this Subdivision Plat conforms 425/697 W WOd "M N D � C Q E S , W 7 -1 A o � v -T's o �) to the requirements of the Subdivision Regulations of the City of College Station. . f W C �Ll L City Engineer of College Station I I . I __ __1 -,-- _____ - ---------------- ___,______1 - -I . ---�-SCPr\.I:t-�� S- _ _- __ _._cam►-- - - = �-_:_ _ �City _ I., - ___ I - ____ ----,---- - _ __ - _______1 _____--__________ - _ - . I ,REPLAT _ -1 _1-1- I - _ I 1. --I---- � . ; �, - ___________ ---------- - I SCALE: 1 "=30' 10 F- 'vim _C S . --.,-,-----,-----�--,-�---,---,-,--I I SCALE: 1"=30' ____ _______1L:1 -------_- CERTIFICATE OF PLANNING AND ZONING COMMISSION �I _ —,,qP I `� °R E \, j x ,/ ,/ , 'CERTIFICATE OF THE COUNTY CLERK I, Chairman of the �o�s F RS\� /� j/ii 11 ^ \\ /� STATE OF TEXAS Planning and Zoning Commission of the City of College Station, Texas, y RAML PLA CF WOODLAND ACRES ' ' N\r� , hereby I I \� 1 6° % /)il 'I J,-' COUNTY OF BRAZOS certify that the attached plat was duly approved by the Commission on the day \,� FM LOTS 8A -8D(1.597 acres1 \ 18aia� 10'� ,mss'a -.. / �J67\\ ,89 21 1',7\j I, Karen McQueen, County Clerk, in and for said county, do hereby certify of 2014. -�1 I \\ \ // \ /\/\ /'?",, ` ,_ \„� B` that this plat together with its certificates of authentification was filed for record \ \ �( -171 /. . ;” \1\ in my office on the day of , 2014, in the \\. / \\ % \' ^l� 4 P ' R/ �I ISR. \. 6 \ { x 2 \ 65 1 �,\I , �¢ Official Public Records of Brazos County, Texas, in Volume BEING A REPLAT OF 1.597 ACRE TRACT PORTION OF LOT -8, a \'\\ j \-, __ 1 \1 ° /� ,<J \ o,`" \ Page 'A'� '\ \ / \ \ 5 Chairman WOODLANDS ACRES r \ I /\ 6 1h- � \ \ / \ 1 \ 14 \ /s°` �Z+1 �\ s'\ ;1u\' \ ; 75/ / \ / \ WITNESS my hand and official Seal, at my office in Bryan, Texas. T � ' T � / \ _ /, 7 \ 1a _ / ?4 / � \ �' \ " \ \f / /,6 \ CERTIFICATE OF SURVEYOR 11 6\ y�� a COLLEGE STATION !b 7 .T 1' i\5\ S\ 1\Pl\�6 / !0 ;. \\,/ / h - 11 - �5 1r' \� \4\ ��. i / 11 / 1J DATE: JANUARY 2014 ,I 16\ o, Z� " 1 1s �\ J " \ 2s � �� / i / n / \-\/ / 6,9 ?' " %\2 \ . 1a "�9� f. i // \// 21 / / County Clerk - - 1R1 6\ 5I 1��1 •. , s. j -a, i1;. ; .\ , - Brazos County, Texas11 T ♦ 4' N A ?5V 1 , / 20 / v,R , / ti �Xvr J; ��s .1> , / i / /vv\/ I9 /. BraZOS County, Teras f �', a/ ti, :vim e2 . �2? 1 1\y�� - „ / i I ,8 1, Brad Kerr, Registered Professional Land Surveyor No. 4502, in the State SCALE: =30ii11 11 /' \/ . ' C\9� 11 �/ '� �" JZ o3 j 1// ; / / // 15 ;' �� of Texas, hereby certify that this plat is true and correct and was prepared from j %, � /��s�%% ' ,� 'SITE% 1fi; �j�\ Jf />�a�1y2 I \ j 5 / , i; , / 17 an actual survey of the property and that property markers and monuments were \ /, 11 , Iia„ � . I �'\� %/ / 4// �� ' /i / 48' placed under my supervision on the ground. SURVEYOR: - ( OWNER: ENGINEER: 1 '✓ / / , / 3 1\ / / \ 1 �y �� /' �� \ JR-? / �� ;%/ �\ BNL Builders, LLC Mitchell &Morgan, L.L.P. Brad Kerr 2 //1 /IR�1R1 jW_14 5 / 6//1 / 11, / '\\ ;\ 11 "',,/,. _ _ 2502 Ravens Prairie Dr. 511 University Dr. E, Ste. 204 Kerr Surveying L.L.C. 1In /\ / \ --_< 409 N. Texas Avenue l \ `� /- ; a / � ,�---------------------- -- Katy, TX 77494 College Station, TX 77840 14 Brad Kerr, R.P.L.S. No. 4502 Bryan, Texas 77803 Phone (832) 797-7442 Phone (979) 260-6963 y Ii 1,I),34 VICINITY MAPii Fax (281) 828-0220 Fax (979) 260-3564 (979) 268-3195 �,� (N.T.S.)