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Home My WebLink AboutDrawingsCURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C? - 5'33'19" 1550.22' 150.30' 75.21' S 4348'58" E 150.24' C2 2425'47" 66.50' 28.35' 14.40' S 52'47'51" W 28.14' C3 58"19'17" 411.50' 418.87' 229.61' N 25'20'02" E 401.02' C4 58'19'17" 488.50' 4:97.24' 272.57' S 25'20'02" W 476.05' C5 20'04'50" 488.50' 171.20' 86.49' S 64'32'06" W 170.33' C6 20'00'48" 411.50' 143.74' 1 72.61' S 64'34'06" W 143.01'. C7 102'46' 12" 25.00' 44.84' 31.30' S 3' 10'36" W 39.07' C 3 23'28'41 " 650.00' 266.35' 135.07' S 35'40' 11" E 264.49' C9 0'45'05" 1550.50' %0.34' 10.17' S 41'24'53" E 20.34' C10 7'10'10" 1550.50' 194.01' 97.13' S 44'37'25" E 193.89' C11 80'25'23" 25.00' 35.CQ' 21.14' N 88'25'11" W 32.28' C12 23'12'23" 488.50' 197.86' 100.30' N 62'58 99" E. 196.51' C13 20'04'50" 411.50' 144.22' 72.86' N 64'32'06" E 143.48' C14 I 2.22'44" 1701.83' 70.66' 35.34' S 46'38'23" E 70.66' C15 i .3'00'13" 1701.83' 89.22' 44.62' N 43'26'24" W 89.21' /o��h G2o Co -- I / City Park S/ 1.349 Acres >• \ I I , <, •Z / Existing 20' P.U.E. Drogo Court V.6918, P.231 . I I L33 If Qj CO/ Common Areal Open Area/ �?�. I I I / Detention Facility �' A� I , j 5.803 Acres I i � �o a? Ld II J � .c N W <3 ,4 f 00 a • I c I -- v M I o O Z` I I Con woY Court s Block 1 �o L45 2l P.U.E. / a I o C a 14.429 Acres 5 I I' -j L \ / N Remainder J i,.i a /� 6 L47 \ l � x a c \ A 75.07 Acre Tract BCS Devlopment Co. V.6985, P.42 20' Pr.D.E. I I o °? oo // Zoned: PDD 3 Future Barron Crossing o _G/ Subdivision I y>/ti 15 49 ' P.U.E. < w i Iham/ /'' � �� •�� o w /oI ItK ., Remainder of 75.07 " Acre Tract w 1 I M&L WN-7--_-%3EMNG BEARING DISTANCE DISTANCE LINE _-0.10'25 E 23.02' L.f -"J 42'02'47" E 68.67' L•3 S 48'49'16" E 120.71' L4 S 41'02'20" E 181.85' L5 N 48'57'40" E 131.06' L6 N 41' 15'56" W 72.23' L7 N 1' 1 1'24" W 61.80' 1-8. S 78'20'31 " E 32.30' L9 S 82'25'44" E 141.96' L10 S 87'39'24" E 212.50' L11 N 88'56'32" E 21.58' L12 S 1.03'28" E 35.00' Lia S 60'17'08" W 104.61' L14 S 37' 12'09" E 90.25' L15 c 24'59'1 5" E 28.03' L16 N 49'25'02" W 28.03' L17 N 37'12'09" W 92.30' L18 S 53'30'22" W 115.85' L19 S 14'46'05" E 130.87' L20 S 34'35'26" E 140.55' L1 S 11'22'56" E 212.04' L22 S 21'32'50" E 78.19' L23 � ' S 26' 11 29" E 73.96' c- L/l1/E :TABU. LINE TABLE BEARING DISTANCE L47 LINE BEARING DISTANCE N 654'42" W 86.02' L24 S 35'37'32" E 150.12' L50 N 74'34'30" E L25 N 86' 10'24" E 77.00' 20.00' L52 L26 S 74'34'30" W 170.34' N 3' 12'30" W 27.98' L27 S 4724'31" E . 33.70' L55 S 3'12'30" E L28 S 23'55'50" E" 40.63' 146.70' L57 L29 N 37'12'09' W 40.05' S 38'05' 18" W 138.64' L30 S 55'43' 17" W 38.78' L60 S; 83'05'18" W L31 S 53'30'22" W 151.64' 29.04' L62 1-32 S 59'56'18" W 223.54' N 39'31'59" E 30.45' L33 N 50' 19'27" W 51.41' L34 N 79'34'07" W 30.36' 1-35 S 40'08'38" W 62.89' L36 S 74'08'11" W 36.34' L37 N 86'52'14" W 83.83' L38 S 21.42'54" W 43.34' L39 S 22'49'37" E 35.07' L40 N 41'02'20" W 45.88' c- L/l1/E :TABU. LINE BEARING DISTANCE L47 N 51'54'42" W 20.78' L48 N 654'42" W 86.02' L49 N 18'09'42" W 83.20' L50 N 74'34'30" E 60.88' L51 N 15'25'30" W 20.00' L52 N 53'00'30" E 30.58' L53 N 3' 12'30" W 27.98' L54 S 86'47'30" W 20.00' L55 S 3'12'30" E 26.77' L56 S 41'47'30" W 146.70' L57 N 41'47'30" E 30.00' L58 S 38'05' 18" W 138.64' L59 N 6'54'42" W 14.04' L60 S; 83'05'18" W 26.27' L61 S 6'54'42" E 29.04' L62 N 38'05'18" E 143.09' L63 N 39'31'59" E 30.45' BCS Devlopment Co, I 1� _ ._ 4q V.6985 P.42 \ I 20 P.U.E. lss . 100 Q - = Zoned: PDD w II I I I 2 / Future Phase 2, 3& 4 5 I 1P.U.E. \ . I 4i / Bridgewood Subdivision ►- W /�RINA.P III I I I � i Camber Court 75, 00 J I I o V __ _ -- 5 P P.U.E. v Z 15' P.U.E. _ f C15 S 48'12'30 E 221.76' I �z EJ?11 .,WO UED1 --C9 --.-- ---.�-.-- --• S 48'12'30_' E_ 381.98'_ _`.�/ C% I L40 n I L 173.68' �; 30' P.U.E./P.A.E. " W. S. Phi/!ip Parkway N 48.12'30 w - s12.8s CIO o L27 PHASjF I t_ _ R. 0. W. Varies C11 WS Phiaip Parkway 0. 29.633 ACRES it ® 11, W. varies I � " 2.37 Acres -� Lot 1, Block 1 - = t- -1-' LOT 1 BLOC N 47"54 5S" {� - X498.35' K ,� 10 P.O.B. ._ -_..- Castlegate Section 9 N 48'12'30" � � 81 x.64` _ -- - 46.5' Wide Private Access Strip (223/147) L1 - _ _ _ _ _ _ V4820, P.94 �I ROBERT - - - - - - - - - - - - - - - - - � �$°o� �0" � - 36�. f):2'- N 48'Q2'20" W - 275.05' STEVENSON � - - - - - - -SURVEY, A -54 - - - - Robert C. Carroll - - _ ' - - - - - - - - - - - - -- - - - -'A` ro Location of - - - _ - - P.O.C. COLLEGE ST,4T/ON BRAZ Sz _ OS COUNTY TEXAS I PP - _ Easement _ J v V.83 - 12 P.1 10 em s I' - Zoned: Rural - - -� _ - _ _ _ - _ - 10 V'vx E234 - - - - - - - - - - - /�/� Y 2015 V - - - - - - - - - - - I V,37�6,_P 1.387 Acre Parkland ab - Called 29.405 Acres - Cit of Collo a Station L� a� - I A - - -- -- - -- _ _ ' - Y 9 SCALE. 100' The Agnes Baker C. Approx. Location of 50' Castlegate II, Section 200 Owners: - - - Revocable Living Trust Explorer Pipeline Easement ' Ca/led 202.33 Acres V.10392, P.260SHEET N0. BCS Development Co. Dos Dorado Develo V.2488, P.64 V.9565, P.135 pment LLC 4090 State Highway 6 South Zoned: Rural I V.9656, P.213 College Station,) Texas 77845 Zoned- General Suburban (979) 690-1222 I College Statin S.D. McClure & Browne Engineering/Surveying, Inc. 1812 Welsh Avenue 1008 Woodcree,c Dr., Suite 103 � College Stotion,I Texas 77840 College Station, Texas 77845 OF 2 SHEETS (979) 764-5400 (979) 693-3838 IF 1053001 h -Phase 1-fp.dwg u i L41 N 15'25'30" W 20.00' L42 N 74'34'30" E 94.43' L43 S 18'09'42" E 82.44' 1-44 S 6.54'42" E 97.83' 1-45 S 51'54'42" E 22.00' L46 N 38-05"18- 05 18" E 20.00' BCS Devlopment Co, I 1� _ ._ 4q V.6985 P.42 \ I 20 P.U.E. lss . 100 Q - = Zoned: PDD w II I I I 2 / Future Phase 2, 3& 4 5 I 1P.U.E. \ . I 4i / Bridgewood Subdivision ►- W /�RINA.P III I I I � i Camber Court 75, 00 J I I o V __ _ -- 5 P P.U.E. v Z 15' P.U.E. _ f C15 S 48'12'30 E 221.76' I �z EJ?11 .,WO UED1 --C9 --.-- ---.�-.-- --• S 48'12'30_' E_ 381.98'_ _`.�/ C% I L40 n I L 173.68' �; 30' P.U.E./P.A.E. " W. S. Phi/!ip Parkway N 48.12'30 w - s12.8s CIO o L27 PHASjF I t_ _ R. 0. W. Varies C11 WS Phiaip Parkway 0. 29.633 ACRES it ® 11, W. varies I � " 2.37 Acres -� Lot 1, Block 1 - = t- -1-' LOT 1 BLOC N 47"54 5S" {� - X498.35' K ,� 10 P.O.B. ._ -_..- Castlegate Section 9 N 48'12'30" � � 81 x.64` _ -- - 46.5' Wide Private Access Strip (223/147) L1 - _ _ _ _ _ _ V4820, P.94 �I ROBERT - - - - - - - - - - - - - - - - - � �$°o� �0" � - 36�. f):2'- N 48'Q2'20" W - 275.05' STEVENSON � - - - - - - -SURVEY, A -54 - - - - Robert C. Carroll - - _ ' - - - - - - - - - - - - -- - - - -'A` ro Location of - - - _ - - P.O.C. COLLEGE ST,4T/ON BRAZ Sz _ OS COUNTY TEXAS I PP - _ Easement _ J v V.83 - 12 P.1 10 em s I' - Zoned: Rural - - -� _ - _ _ _ - _ - 10 V'vx E234 - - - - - - - - - - - /�/� Y 2015 V - - - - - - - - - - - I V,37�6,_P 1.387 Acre Parkland ab - Called 29.405 Acres - Cit of Collo a Station L� a� - I A - - -- -- - -- _ _ ' - Y 9 SCALE. 100' The Agnes Baker C. Approx. Location of 50' Castlegate II, Section 200 Owners: - - - Revocable Living Trust Explorer Pipeline Easement ' Ca/led 202.33 Acres V.10392, P.260SHEET N0. BCS Development Co. Dos Dorado Develo V.2488, P.64 V.9565, P.135 pment LLC 4090 State Highway 6 South Zoned: Rural I V.9656, P.213 College Station,) Texas 77845 Zoned- General Suburban (979) 690-1222 I College Statin S.D. McClure & Browne Engineering/Surveying, Inc. 1812 Welsh Avenue 1008 Woodcree,c Dr., Suite 103 � College Stotion,I Texas 77840 College Station, Texas 77845 OF 2 SHEETS (979) 764-5400 (979) 693-3838 IF 1053001 h -Phase 1-fp.dwg u i . W, - .. _.:._ _.. - - �� CERTIFICATE, OF THE COUNTY ,CLERK . . „ / -Y . a THENCE. N 48 02 20 W continuing o of t e s .. Given under m hand and seal on this ! / _'ao of - - uin along the s uthwest line h said I . acre BCS Develo merit . Y .r Y g g p tract or a distance f d tan e of 366.6 - 20 I�" STATE OF TEXAS 2 feet to ; n: found 1 2 inch iron rod marking the north corner of the called _ / 9 . _ 202.66 :.acre Dos Dorado Development, LLC tract recorded in Volume 9656 Pae 213 O.R.B.C. said iron - COUNTY OF BRAZOS . ' rod also being in the southeast heast Ime :of The Anes C. Baker Revocable Limon Trust tract called 29.405 . Ag 9 9 .. . �/' / acres recorded i Volume VICDVITY - ;:. ,._ _ .,; ,.e.. , . n 2488, Page 64 (O.R.B.C.), I . hlota Public, Brazos Count , Texas I Karen McQueen. Count Clerk . in and for said Count , do hereb certif - n' Y Y Y Y Y ;,- a together w. authentication was Fled o „ that this plat t t g with its certificates of authen i filed f r THENCE. N 40 10 25 E alon the common line of the said 75.05 acre tract and the called 29.405 - �t acre trac o a 9 �� n t f r a dist rice of 23.02 feet to a found cross -tie fence post marking an angle point m the . record in my office the day of e 20 in the P 9 9 P : _ said southwest line of the e o of e c Official Records of Brazos Count ex Z1S Pae 2�1 75.07 acre tract and the east corner the ailed 29.405 acre tract, �_ ;::.. _. y, Texas In Volume �- g -�.Z91 __. ,- E „ THENCE: N 48 12 30 W continuing along the beforesaid common line for a distance. of 811.64 feet to Witness my hand and official Seal, at: my office In Bryan, Texas. .. _ a found 4 -inch diameter fence - post marking an angle point . in the said southwest line of the 75.07 acre - trach the north corner of the - (� called - 29.405 acre tract and the east corner of the 46.5 foot wide . . I � . I I � � . . �&= Access Strip recorded in Volume t t p me 223, Page 147 of the Brazos County Deed Records (B.C.D.R.), . CERTIFICATE OF OWNERSHIP AND DEDICATION Count Clerk ` . y • t�obco ate.. Brazos Count Texas '"'� THENCE: N 4T' S4' S6" W along the common line of the said 75.07 acre tract and said Access Strip for Y. il c4ii�.t Clt'.ttc• STATE OF TEXAS a distance of 498.35 feet to a found 4 -inch diameter fence post for corner; 1.. COUNTY OF BRAZOS . ' THENCE: N 46 35 25 W continuing along said common line for a distance of 415.43 feet to a found 4 -inch diameter fence post for corner marking the north corner of said Access Strip; P I, Randy EL�h_, President of BCS Development Compa^y, owner and . „ - developer of the land shown on this plat,and designated. . herein as THENCE: N 48 07 00 W continuing ' g CERTIFICATE OF SURVEYOR mg along the said southwest line for distance of 668.21 feet to the BRIDGEWOOD. PHASE 1 ubdivision to the City of College Station, Texas, and west corner of the said 75.07 acre BCS Development Company tract; . . d hereto, r c. P P. Y whose name is subscribe h t , he eby dedicate to the use of the public STATE OF TEXAS - .. forever, all st 4ets alleys, arks greenways, infrastructure easements and " Y P 9 Y , THENCE. N 42 02 47 E along the northwest line of said 75.07 acre tract for a distance of 68.67 feet public laces thereon shown for the purpose and consideration therein -. . P P P P COUNTY OF BRAZOS to a found 5/8 inch iron rod for corner, expressed. All st, ah ded ations shall be in fee simple unless expressly r wdd otfnerwise. I Kevin R. McClure Registered Land Surveyor No. 5650 in THENCE: through h the interior of the said 75.07 - acre BCS Development ment Com an tract for the followin p i g Professional Lu y 9 P P X 9 _ ! the State of Texas, hereby certify that this plat is true and correct and was nine 9 calls:. . �, Y Y P ( ) .,. --- _i%,. ViL, ; . prepared fro a actual survey of the property and that property alai kers �: , „ �: ''I. �; and monuments. ere placed under m su ervisi. n�` `on••- , e ground. 1 S 50' S8 57 E for. a distance of 593.19 feet to a 1 2 -inch iron rod set for corner, 4 y- ":, 49' 16" E for a distance of 120.71 feet to a 1/2 -inch iron Rand. French' President � - 2) S 48' / rod set for corner, .. Randy r. ,-,++••'; � , ^ 3) S 46' 35' 37" E for a distance of 406.91 feet to a 1/2 -inch iron rod set for the Point of N - '� s NERAL OTES. ` Yj. ,,7- :';; Curvature of a curve to the right, 1. Related Ddcuments: Kevin R. McClure, R.P.L.S. No. 5650 , 3 a 4) 150.30 feet along the arc of said curve having a central angle of 05' 33', 19"; a radius of 1550.22 A. 75.07 Acre BCS Develo merit Com on Tract -Vol. 6985, P 42 „ (; P Company - 9 . I ! _ feet; a tangent of 75.21 feet and a Ion chord bearin S 43' 48 58 E at a distance of 150.24 B. 14.930 Acre College Station LS.D. Tract Vol. 11873, Pg. 269. STATE OF TEXAS! 4 9 9 Y e�.°«� „�`>n°�« ° " feet to a 1 /2 -inch iron rod set for the Point of Tangency, C. This s bdivision is zoned PDD refer to Ordinance 2013-3512. . T,.:6" `' 5 S 41' 02' 20" E for a distance 1 5 feet o a 1/2 -inch iron D. Revise PDD Concept Plan Project Number 13-238. COUNT) OF ERAZOS `.{ � ) n e of 18 .8 e t /2 h rod set for corner, r. r �- " � „ 2. Building S t Back Lines: The minimum setback standards of the base zoning district Da,_ Bit l}oi F`s 6) N 48 57 40 E for a distance of 131.06 feet to a 1/2 -inch iron rod set for corner, - ,? •3 b �°','> ,rr „ apply along the perimeter of the cluster develo ment. All detached structures withir. a Before me the undersigned authority, on this da personally appeared ;=,P� 1 = ° - �, - 7 N 41 15 56 W for a distance of 72.23 feet to a 1 2 -inch iron rod set for corner, - P Bef g Y, Y P Y PP it1�.1s��_ CIF. i?7.,6 24f r, > 1 ,_, .. � ) / cluster development must be separated by a minimum distance of 10 feet (See Typical Randy French. known to rye to be the person whose name is subscribed to 8) N 01 11 24 W for a distance of 61.80 feet to a 1/2 -inch iron rod set for corner, .��: - Lot Details' below.) the foregoing instrument, and acknowledged to me that he executed the Fired #or Re:_ord in°= ! 9 N 38' .53' 08" E for a distance of 523.17 feet to a 1/2 -inch iron rod set -in the south c, , ,-} c �.r=i -,. ) / 3. Parkland Dedication. 1.349 Acres MF th d consid at'o the e' t t d F [7 tri iii � . same or e purpose an er i n r m s a e . - -n _ 1 right-of-way line of State Highway. No. 40 (width varies); ROW Dedication: 8.052 Acres 4. According to the Flood Insurance Rate Mas for Brazos Coun V ' , 9 P ty, Texas and Incorporated 4 } tJn �u d and se o this a of n 1.7r�_ I, ` Given under m hand al n d s5 LZP _� �aF .: �. y Y THENCE. ,>al said = - eas Numbers 480 along he south right of way line of State Highway -No. 40 for the following five 5 : calls. Ar M 41 C0325 E, effective May 16, 2012, this ro ert is not 20 f :� _ 9 O P P Y -, sated in Pa,100- .ear food a ;, to y, _ I haz rd area. n „ 3 _. ,- r . . I I 0 BEARING S 5. "OR G N F B SYSTEM: The -on In of bearing for < his tract is 'based on the ;. F T _pts 1) S 78 20 31 E for a distance of 32.30 feet to a found TxDOT concrete monument with brass desk 9 9 exas State Coordinate S ste - Ce f _ LEAfor :corner, T m, ntral Zone NAD83 as determined from the osition �''' " "- .. of found TxDOT Concrete Monuments with brass disks along the northeast line of State _i ,, . _ =.:c - 2) S 82 25 44 E for `a distance of 141.96 feet to a found TxDOT concrete monument with brass 9 Natary Public, Brazos County„ 6xas Do_.iment h...mbe = 1731233_1•_, Hi hwa Nlo. 40. - disk for corner, - Highway 3 S T 6. Common ureas, Open Areas and Landscape Easements shall be owned & maintained by ." Amount 67.00 ) 8 39 24 E for a distance of 212.50 feet to a found TxDOT concrete monument with brass , Homeowners Association. disk for corner, 7. All Open land Common Areas shall be Public j 4 S 89' 49' 19" E for a distance of 351.65 feet to a found TxDOT concrete u with b P Utility and Private Drainage Easements, - - F.fiiiP:i}tbt?i 34;,iGli ) etc mon merit th rass B9r disk for corner, and unless noted otherwise. , „ . 8. Residential) driveway access is not. allowed off of Brewster Drive. . . 02tsbie Bnl:ar 5) N 88 56 32 E for a distance of 21.58 feet to a 1/2 -inch iron rod set for corner; 9. Possible Relevant Easements as per Title Report GF No. 28265: . . P . A. Bryan 'Texas Utilities Blanket Easement, Vol. 350, Pg. 130 with no exact 'location SI#iIE OFT :=:`e 3_,: THENCE: throw h the interior of t ac v �I g 1 i1 f,#jil(,i t !ZF gFii�_BS g he said 75.07 re BCS De elopment Company tract for the following descri ed. T herehs cercifj that titin instr+�msnt w,a•' seventeen(17) calls: . . g / Bryan Texas Utilities Blanket Easement, Vol. 479, Pg. 267 with no exact location #iTed 0n the date rind timfi stnmP>3d hereon by mt: ' descri ed. c!nd u+�s diil3 r¢c�;rdad in the iS a / „ OTum_ anis Pase ,/ - 1) S 01 03 28 E for a distance of 35.00 feet to a 1/2 -inch Iron rod set for corner, 10. Abbreviati s. 0i tha Bff i. irT F'i�hT i,_ re_ords of / 2 S 60' T' 0 1 8 W for a distance of 104.61 feet to a 1/2 -inch iron rod set for corner, P.A.E. - Public Access Easement ' / „P.U.E. - Public Utility Easement 3) S 3T 12 09 E for a distance of 90.25 feet to a 1/2 -inch iron rod set for corner, EFz4LiJc C>�tielTt �I „ P.D.E. Public Drainage Easement Prf(1Na! -' / P VE• 4) S 24' 59 15 E for a distance of 28.03 feet to a 1/2 -inch Iron rod set for corner, g Q W / 0 31 H.O.A. - Homeowners Association as stamped e . ' ch •0 - 2 p,2 q3 5) 28.35 feet in a counter -clockwise direction along the arc of a curve haven a central angle of 24 „ hereon _on t+5 me.� Width R .tn9 �:,, " g g g 11 Unless noted otherwise Indicated, all lot corners are marked with 1 /2 Iron rods. I. tr D• riabie W / EX�s � b 25" 47 , a radius of 66.50 feet, a tangent of 14.40 feet and a long chord bearing N 52 47 . sun i7f201� {l�l��f N V // 51 E at a distance of 28.14 feet to a 1/2 -inch iron rod set for corner, O I dicates 1 /2" iron rod found S• �� a / 0 Idicates 1 2" iron rod set �/ , � 6) N 49 25 02 W for a distance of 28.03 feet to a 1/2 -Inch Iron rod set for corner, / �,�� J / '. % 7) N 3T 12' 09" W for a distance of 92.30 feet to a 1/2 -inch iron rod set for corner, ® Indicates 5/8" iron rod found . -O � ® Indicates Fence Post Corner Y,oren i1 _tti>�r?ne Brazos County Clerk - ✓ 4 8) S 53' 30 22 W for a distance of 115.85 feet to a 1/2 -inch iron rod set for corner, --I--J tBIJHTY . �- ---- ,-� 9) S 14 46 05 E for a distance of 130.87 feet to a 1/2 -inch iron rod set for corner, ❑ Indicates Concrete Monument w/ Brass Disk Found . - _ 10) S 34' 35' 26" E for a distance of 140.55 feet to a 1/2 -inch iron rod set for corner, -0 PK nail control monuments set in pavement. � 11) S 11' 22' 56" E for a distance of 212.04 feet to a 1/2 -inch iron rod set for corner, Single - Family ---" " ___-- ._..----''' " 12. The proposed Single Family Residential Parking Requirements. for Brewster Drive will be _ - 12 S 21' 32 50 E for a distance of 78.19 feet to a 1/2 -inch iron rod set for corner, p _ ---- - _ ___-- ---" ) / to rovidel a 33 wide {back -of -curb to back -of -curb) street and to allow parking on _ _ - - 13) S 26' 11' 29" E for a distance of 73.96 feet to a 1/2 -inch Iron rod set for corner, the southeast side of the street only. �- 14) S 35' 3T 32" E for a distance of 150.12 feet to a 1/2 -Inch iron rod set for corner 13. This property lies within the Spring Creek Sanitary Sewer Impact Fee Area. -1 F �- -� j 15) N 54' 29' 41" E for a distance of 687.44 feet to a 1/2 -inch iron rod set for the Point of Remainder of 75.07 Acre Tract Curvature of a curve to the left, - I I BCS Devlopment Co. , „ I V.6985, P.42 16) 418.87 feet along the arc of said curve having a central angle of 58' 19 17 a radius of 411.50 Zoned: PDD feet, a tangent of 229.61 feet and a long chord bearing N 25' 20' .02" E at a distance of 401.02 II 11 . Future Barron Crossing feet to a 1/2 -inch iron rod set for the Point of Tangency, and .. . . 3 I I I Subdivision 17) N 03' 49' 36" W for a distance of 164.58 feet to a 1 /2 -inch iron rod set in the beforesaid south - . r3O e I ) 1 right-of-way line of State Highway No. 40; THENCE: N 86' 10' 24" E along the said State Highway No. 40 line for a distance of 77.00 feet to a Edward & Penelope Thomas 9 9 Y C 3 k 1 V.1577, P.136 1/2 -inch iron rod set for corner; pL Q: kQ 1. Zoned: Rural I SCALE: 1" = 100' L o ( I - THENCE: through the interior of the said 75.07 acre BCS Development Company tract for the following 0 50' 100' 200' b .o , � ten (1 0) calls: o I( .: ... , " 1 I r.. - 15 P.U.... 1) S 03 49 36 E for a distance of 164.58 feet to a 1/2 inch iron rod set for the Point of -11-- I1 iCurvature of a curve to the ri ht �.:.. 1 15 P.U.E. I - - - - _ ____ - -L3- _ _- - - - _ , Jr 5 I P.A.E.P.A.E_ 2 497.24 feet along the arc of said curve having a central an , le of 58' 19' 17" a radius of 488.50 9 9 9 _ I � P.A.E. , Jr- - - - - -•- -�--•--._S 463537 E -- 408.91 , „ 5 -_ 319 - -- - I Jr8 57 E 59 - • - - - - feet, a tangent of 272.52 feet and a long chord- bearing S 25 20 02 W at a distance of 476.05° LI . I I ( ----�- - _--_ - - - _ - .S Jr0 feet to a 1/2 -inch iron rod set for the Point of Tangency,I I . . FINAL PLA T ti i - -_--• _ _ 3) S 54' 29' 41" W for a distance of. 809.42 feet ,to a 1/2 -inch iron rod set for the Point. of 11 I .-:--:--=--:=--::-W.S. Phillip Parkway. / Curvature of a curve to the right, . �y R.O.W. Varies 4) 171.20 feet along the arc of said curve having a central angle of 20' 04' 50", a radius of 488.50 -- -- -- . feet, a tangent of 86.49 feet and a long chord bearing S 64' 32' 06" W at a distance of 170.33 WOI .® UEDI 1 feet to a 1/2 -inch iron rod set for the Point of TanI 0 -gency, � �.OTLI�I . � .I + � + 5) S 74' 34' 30" W for a distance of 170.34 feet to a 1/2 -inch iron rod set for the Point of Barron Road Cut -Off N 48 07 DO {Y - 868.21 N 48°3525- W 415.43' Curvature of a curve to the left, 11 - -- -- -- ------------------__ . PHASE -1 I _ - - - - - - - - - - 46.5 Wide Private Access Strip 6) 143.74 feet along the are of said curve having a central angle of 20' 00' 48", a radius of 411.50 - - - -- _ - - - p (223/147) - feet, a tangent of 72.61 feet and a long chord bearing S 64' 34' 06" W at a distance of 143.01 I Westminster Subd. Ph. l I Westminster Subd. Ph. U .- a ^ �` I V 743, P. I t/2268, P.49 I feet to a 1/2 -inch iron rod set for the Point of Compound Curvature, 29. 6J✓ A CRE' I Robert C. Carroll 7) 44.84 feet along the arc of said compound curve having a central angle of 102'.. 46' 12", a radius . I V.8312, • ,. of 25.00 feet, a tangent of 31.30 feet and a Ion chord bearing S 03' 10 36 W at a distance of I P.110 � 9 9 9 � „ L �T `', BL ��K 1 Lot 1, Block Five Lot 14 Lot 13 I Zoned: Rural ) 39.07 feet to a 1/2 -inch iron rod set for the Point of Tangency, Betty Jo A elt I Sharon May I Anthony & Ginger Rogers I to 8) S 4T 24 31 E for a distance of 33.70 feet to a 1 /2 -inch iron rod set for the Point of I _ - ^' Itz,q Curvature of a curve to the right, ROBERT' STE/ENSON SURVEY, A-54 V.8208, P 204 I V.10893, P.144 I V.4135, P.106 Zoned: Rural I Zoned: Rural Zoned: Rural _ _ � � 9) 266.35 feet along the arc of said curve having a .central angle of 23' 28' 41 ", a radius of s5�.00 COLLEGE STAT/ON, BRAZOS .COUNTY, TEXAS _ _ anon of 50' feet, a tangent of 135.07 feet and a long chord bearing S 35' 40' 11 E at a distance of 264.49 I1. � - _ I -� _ Appro%' i Location Eoseme35 - feet to a 1 /2 -inch iron rod set for the Point of Tangency, and MAY 2015 I I 1 _ Explorer P p V g565, P.1 _ - 10) S 23' 55' 50" E for a distance of 40.63 feet to the POINT OF BEGINNING and containing , 29.633 - I I _ _ acres of land, more or less. SCALE. 1 = 100 . _ _ Owners: . ( I - _ BCS Development Co. . - - _ _ _ _ _ _ _ - - SHEET N0. 4090 State Highway 6 South . College Sta ion, Texas 77845 (979) 690 222 . �' Survey . 1 College Sto 'on I.S.D. McClure & Browne Engineering/Surveying, Inc. . 1812 Welsh Avenue 1008 Woodcreek Dr., Suite 103 . . College Sta �on, Texas 77840 College Station, Texas 77845 11 . OF 2 SHEETS (979) 764 400 (979) 693-3838 _ _ _ _ _ i 10530014 -Phase 1-fp.dwg I . I . I I � . I CERTIFICATE OF OWNERSHIP AND . DEDICATION CERTIFICATE OF CITY ENGINEER I � . I . � I . - . � I . . . A . STATE OF TEXAS I, � �. _, City e Engine r of the . I � � � I . � I .. . I �, I.. I.. .. � City of College Station, Texas, hereby certify that this Y . . . � Subdivision Plat. . � . . . . �. . I � .1 I . I . COUNTY OF BRAZOS ,. . conforms to the requirements of. the Subdivision Regulations of the City of - . College Station. g I, Valerie Jochen _, President of the College Station Independent School - .. , District Board of Trustees owner and developer of the d shown on this p lan ho n • - . plat, and designated herein . as Lot 1. Block 10 BRIDGEWOOD SUBDIVISION to y1/1l, _ the Cit of College e Station Texas and whose name i • . hereto .. Y 9 s subscribed her t dedicate t o the use of the public forever, al s hereby de I a e t p I streets, alleys, parks, Oit '" Engineer. .' - Y City of Colleg Station - - . _ . . . greenways, infrastructure, easements, and public places thereon shown for the . FIELD NOTES . . purpose and consideration therein expressed. All such de-'ications shall be in P P P . . expressly provided otherwise. fee simple unless expr y pBeing . . all that certain tract or parcel of land lying and being situated. in the Robert Stevenson Survey, ` g P Y 9 9 Y, . CERTIFICATE OF PLANNING AND ZONING COMMISSION Abstract No. 54, College Station, Brazos County, Texas, and being a part of the 75.07 acre tract „ � . described in the deed from Wayne A. Dunlap, et al to BCS Development Company. recorded in Volume - . . ;_/�fA R I. an of the Chairman Planning and g . _ 6985, Page 42, of the Official Records of Brazos County, , Texas O.R.B.C. , and all of the 14.930 acre . tY ( ) .. Valerie Jochen, Preslldent . Zonm Connmission of the mit 9 Y of Colle e Station, hereby g e that the tract described in e the d ed from BCS Develo.Pment Company to College Station Independent School District College Station I.S.D. Board of Trustees attached plat was duly approved by the Commission on the day of recorded in Volume' 11873 Pae a ' g 269 (O.R.B.C.) and being more particularly described by metes and . rs- •,Ck- t 20 NS. bounds as follows: . . _ _1. N. . -4 . COMMENCING: at a found 1/2 -inch iron rod marking the south corner of the said 75.07 acre tract the / g STATE OF TEXAS west corner of CASTLEGATE SUBDIVISION, SECTION 9 as recorded in Volume 4820,_Page 94 (O.R.B.C.) and . COUNTY OF BRAZOS� C ir. , k being in the northeast line of the 1.387 acre Parkland tract as depicted on the Final Plat of CASTLEGATE . 11 . II SUBDIVISION, SECTION 200, recorded in Volume 10392, Page 261 (O.R.B.C.); personally appeared ` Before me, the undersignedauthority, on this day per on Y PP V J known to to be the is „ I THENCE: N 48 02 20 W along the common line of the. said 75.05 acre BCS Development Company. -:.. I oche me person whose name subscribed alert n p to the foregoing instrument, and acknowledged to me_. that she executed the . tract and the said, 1.387 acre Parkland tract for a distance of 275.05 feet to a 1/2 -inch iron rod set ' same for the purpose and consideration therein Mated..11 . r .1 1. for the POINT OF BEGINNING; .. �� CERTIFICATE, OF THE COUNTY ,CLERK . . „ / -Y . a THENCE. N 48 02 20 W continuing o of t e s .. Given under m hand and seal on this ! / _'ao of - - uin along the s uthwest line h said I . acre BCS Develo merit . Y .r Y g g p tract or a distance f d tan e of 366.6 - 20 I�" STATE OF TEXAS 2 feet to ; n: found 1 2 inch iron rod marking the north corner of the called _ / 9 . _ 202.66 :.acre Dos Dorado Development, LLC tract recorded in Volume 9656 Pae 213 O.R.B.C. said iron - COUNTY OF BRAZOS . ' rod also being in the southeast heast Ime :of The Anes C. Baker Revocable Limon Trust tract called 29.405 . Ag 9 9 .. . �/' / acres recorded i Volume VICDVITY - ;:. ,._ _ .,; ,.e.. , . n 2488, Page 64 (O.R.B.C.), I . hlota Public, Brazos Count , Texas I Karen McQueen. Count Clerk . in and for said Count , do hereb certif - n' Y Y Y Y Y ;,- a together w. authentication was Fled o „ that this plat t t g with its certificates of authen i filed f r THENCE. N 40 10 25 E alon the common line of the said 75.05 acre tract and the called 29.405 - �t acre trac o a 9 �� n t f r a dist rice of 23.02 feet to a found cross -tie fence post marking an angle point m the . record in my office the day of e 20 in the P 9 9 P : _ said southwest line of the e o of e c Official Records of Brazos Count ex Z1S Pae 2�1 75.07 acre tract and the east corner the ailed 29.405 acre tract, �_ ;::.. _. y, Texas In Volume �- g -�.Z91 __. ,- E „ THENCE: N 48 12 30 W continuing along the beforesaid common line for a distance. of 811.64 feet to Witness my hand and official Seal, at: my office In Bryan, Texas. .. _ a found 4 -inch diameter fence - post marking an angle point . in the said southwest line of the 75.07 acre - trach the north corner of the - (� called - 29.405 acre tract and the east corner of the 46.5 foot wide . . I � . I I � � . . �&= Access Strip recorded in Volume t t p me 223, Page 147 of the Brazos County Deed Records (B.C.D.R.), . CERTIFICATE OF OWNERSHIP AND DEDICATION Count Clerk ` . y • t�obco ate.. Brazos Count Texas '"'� THENCE: N 4T' S4' S6" W along the common line of the said 75.07 acre tract and said Access Strip for Y. il c4ii�.t Clt'.ttc• STATE OF TEXAS a distance of 498.35 feet to a found 4 -inch diameter fence post for corner; 1.. COUNTY OF BRAZOS . ' THENCE: N 46 35 25 W continuing along said common line for a distance of 415.43 feet to a found 4 -inch diameter fence post for corner marking the north corner of said Access Strip; P I, Randy EL�h_, President of BCS Development Compa^y, owner and . „ - developer of the land shown on this plat,and designated. . herein as THENCE: N 48 07 00 W continuing ' g CERTIFICATE OF SURVEYOR mg along the said southwest line for distance of 668.21 feet to the BRIDGEWOOD. PHASE 1 ubdivision to the City of College Station, Texas, and west corner of the said 75.07 acre BCS Development Company tract; . . d hereto, r c. P P. Y whose name is subscribe h t , he eby dedicate to the use of the public STATE OF TEXAS - .. forever, all st 4ets alleys, arks greenways, infrastructure easements and " Y P 9 Y , THENCE. N 42 02 47 E along the northwest line of said 75.07 acre tract for a distance of 68.67 feet public laces thereon shown for the purpose and consideration therein -. . P P P P COUNTY OF BRAZOS to a found 5/8 inch iron rod for corner, expressed. All st, ah ded ations shall be in fee simple unless expressly r wdd otfnerwise. I Kevin R. McClure Registered Land Surveyor No. 5650 in THENCE: through h the interior of the said 75.07 - acre BCS Development ment Com an tract for the followin p i g Professional Lu y 9 P P X 9 _ ! the State of Texas, hereby certify that this plat is true and correct and was nine 9 calls:. . �, Y Y P ( ) .,. --- _i%,. ViL, ; . prepared fro a actual survey of the property and that property alai kers �: , „ �: ''I. �; and monuments. ere placed under m su ervisi. n�` `on••- , e ground. 1 S 50' S8 57 E for. a distance of 593.19 feet to a 1 2 -inch iron rod set for corner, 4 y- ":, 49' 16" E for a distance of 120.71 feet to a 1/2 -inch iron Rand. French' President � - 2) S 48' / rod set for corner, .. Randy r. ,-,++••'; � , ^ 3) S 46' 35' 37" E for a distance of 406.91 feet to a 1/2 -inch iron rod set for the Point of N - '� s NERAL OTES. ` Yj. ,,7- :';; Curvature of a curve to the right, 1. Related Ddcuments: Kevin R. McClure, R.P.L.S. No. 5650 , 3 a 4) 150.30 feet along the arc of said curve having a central angle of 05' 33', 19"; a radius of 1550.22 A. 75.07 Acre BCS Develo merit Com on Tract -Vol. 6985, P 42 „ (; P Company - 9 . I ! _ feet; a tangent of 75.21 feet and a Ion chord bearin S 43' 48 58 E at a distance of 150.24 B. 14.930 Acre College Station LS.D. Tract Vol. 11873, Pg. 269. STATE OF TEXAS! 4 9 9 Y e�.°«� „�`>n°�« ° " feet to a 1 /2 -inch iron rod set for the Point of Tangency, C. This s bdivision is zoned PDD refer to Ordinance 2013-3512. . T,.:6" `' 5 S 41' 02' 20" E for a distance 1 5 feet o a 1/2 -inch iron D. Revise PDD Concept Plan Project Number 13-238. COUNT) OF ERAZOS `.{ � ) n e of 18 .8 e t /2 h rod set for corner, r. r �- " � „ 2. Building S t Back Lines: The minimum setback standards of the base zoning district Da,_ Bit l}oi F`s 6) N 48 57 40 E for a distance of 131.06 feet to a 1/2 -inch iron rod set for corner, - ,? •3 b �°','> ,rr „ apply along the perimeter of the cluster develo ment. All detached structures withir. a Before me the undersigned authority, on this da personally appeared ;=,P� 1 = ° - �, - 7 N 41 15 56 W for a distance of 72.23 feet to a 1 2 -inch iron rod set for corner, - P Bef g Y, Y P Y PP it1�.1s��_ CIF. i?7.,6 24f r, > 1 ,_, .. � ) / cluster development must be separated by a minimum distance of 10 feet (See Typical Randy French. known to rye to be the person whose name is subscribed to 8) N 01 11 24 W for a distance of 61.80 feet to a 1/2 -inch iron rod set for corner, .��: - Lot Details' below.) the foregoing instrument, and acknowledged to me that he executed the Fired #or Re:_ord in°= ! 9 N 38' .53' 08" E for a distance of 523.17 feet to a 1/2 -inch iron rod set -in the south c, , ,-} c �.r=i -,. ) / 3. Parkland Dedication. 1.349 Acres MF th d consid at'o the e' t t d F [7 tri iii � . same or e purpose an er i n r m s a e . - -n _ 1 right-of-way line of State Highway. No. 40 (width varies); ROW Dedication: 8.052 Acres 4. According to the Flood Insurance Rate Mas for Brazos Coun V ' , 9 P ty, Texas and Incorporated 4 } tJn �u d and se o this a of n 1.7r�_ I, ` Given under m hand al n d s5 LZP _� �aF .: �. y Y THENCE. ,>al said = - eas Numbers 480 along he south right of way line of State Highway -No. 40 for the following five 5 : calls. Ar M 41 C0325 E, effective May 16, 2012, this ro ert is not 20 f :� _ 9 O P P Y -, sated in Pa,100- .ear food a ;, to y, _ I haz rd area. n „ 3 _. ,- r . . I I 0 BEARING S 5. "OR G N F B SYSTEM: The -on In of bearing for < his tract is 'based on the ;. F T _pts 1) S 78 20 31 E for a distance of 32.30 feet to a found TxDOT concrete monument with brass desk 9 9 exas State Coordinate S ste - Ce f _ LEAfor :corner, T m, ntral Zone NAD83 as determined from the osition �''' " "- .. of found TxDOT Concrete Monuments with brass disks along the northeast line of State _i ,, . _ =.:c - 2) S 82 25 44 E for `a distance of 141.96 feet to a found TxDOT concrete monument with brass 9 Natary Public, Brazos County„ 6xas Do_.iment h...mbe = 1731233_1•_, Hi hwa Nlo. 40. - disk for corner, - Highway 3 S T 6. Common ureas, Open Areas and Landscape Easements shall be owned & maintained by ." Amount 67.00 ) 8 39 24 E for a distance of 212.50 feet to a found TxDOT concrete monument with brass , Homeowners Association. disk for corner, 7. All Open land Common Areas shall be Public j 4 S 89' 49' 19" E for a distance of 351.65 feet to a found TxDOT concrete u with b P Utility and Private Drainage Easements, - - F.fiiiP:i}tbt?i 34;,iGli ) etc mon merit th rass B9r disk for corner, and unless noted otherwise. , „ . 8. Residential) driveway access is not. allowed off of Brewster Drive. . . 02tsbie Bnl:ar 5) N 88 56 32 E for a distance of 21.58 feet to a 1/2 -inch iron rod set for corner; 9. Possible Relevant Easements as per Title Report GF No. 28265: . . P . A. Bryan 'Texas Utilities Blanket Easement, Vol. 350, Pg. 130 with no exact 'location SI#iIE OFT :=:`e 3_,: THENCE: throw h the interior of t ac v �I g 1 i1 f,#jil(,i t !ZF gFii�_BS g he said 75.07 re BCS De elopment Company tract for the following descri ed. T herehs cercifj that titin instr+�msnt w,a•' seventeen(17) calls: . . g / Bryan Texas Utilities Blanket Easement, Vol. 479, Pg. 267 with no exact location #iTed 0n the date rind timfi stnmP>3d hereon by mt: ' descri ed. c!nd u+�s diil3 r¢c�;rdad in the iS a / „ OTum_ anis Pase ,/ - 1) S 01 03 28 E for a distance of 35.00 feet to a 1/2 -inch Iron rod set for corner, 10. Abbreviati s. 0i tha Bff i. irT F'i�hT i,_ re_ords of / 2 S 60' T' 0 1 8 W for a distance of 104.61 feet to a 1/2 -inch iron rod set for corner, P.A.E. - Public Access Easement ' / „P.U.E. - Public Utility Easement 3) S 3T 12 09 E for a distance of 90.25 feet to a 1/2 -inch iron rod set for corner, EFz4LiJc C>�tielTt �I „ P.D.E. Public Drainage Easement Prf(1Na! -' / P VE• 4) S 24' 59 15 E for a distance of 28.03 feet to a 1/2 -inch Iron rod set for corner, g Q W / 0 31 H.O.A. - Homeowners Association as stamped e . ' ch •0 - 2 p,2 q3 5) 28.35 feet in a counter -clockwise direction along the arc of a curve haven a central angle of 24 „ hereon _on t+5 me.� Width R .tn9 �:,, " g g g 11 Unless noted otherwise Indicated, all lot corners are marked with 1 /2 Iron rods. I. tr D• riabie W / EX�s � b 25" 47 , a radius of 66.50 feet, a tangent of 14.40 feet and a long chord bearing N 52 47 . sun i7f201� {l�l��f N V // 51 E at a distance of 28.14 feet to a 1/2 -inch iron rod set for corner, O I dicates 1 /2" iron rod found S• �� a / 0 Idicates 1 2" iron rod set �/ , � 6) N 49 25 02 W for a distance of 28.03 feet to a 1/2 -Inch Iron rod set for corner, / �,�� J / '. % 7) N 3T 12' 09" W for a distance of 92.30 feet to a 1/2 -inch iron rod set for corner, ® Indicates 5/8" iron rod found . -O � ® Indicates Fence Post Corner Y,oren i1 _tti>�r?ne Brazos County Clerk - ✓ 4 8) S 53' 30 22 W for a distance of 115.85 feet to a 1/2 -inch iron rod set for corner, --I--J tBIJHTY . �- ---- ,-� 9) S 14 46 05 E for a distance of 130.87 feet to a 1/2 -inch iron rod set for corner, ❑ Indicates Concrete Monument w/ Brass Disk Found . - _ 10) S 34' 35' 26" E for a distance of 140.55 feet to a 1/2 -inch iron rod set for corner, -0 PK nail control monuments set in pavement. � 11) S 11' 22' 56" E for a distance of 212.04 feet to a 1/2 -inch iron rod set for corner, Single - Family ---" " ___-- ._..----''' " 12. The proposed Single Family Residential Parking Requirements. for Brewster Drive will be _ - 12 S 21' 32 50 E for a distance of 78.19 feet to a 1/2 -inch iron rod set for corner, p _ ---- - _ ___-- ---" ) / to rovidel a 33 wide {back -of -curb to back -of -curb) street and to allow parking on _ _ - - 13) S 26' 11' 29" E for a distance of 73.96 feet to a 1/2 -inch Iron rod set for corner, the southeast side of the street only. �- 14) S 35' 3T 32" E for a distance of 150.12 feet to a 1/2 -Inch iron rod set for corner 13. This property lies within the Spring Creek Sanitary Sewer Impact Fee Area. -1 F �- -� j 15) N 54' 29' 41" E for a distance of 687.44 feet to a 1/2 -inch iron rod set for the Point of Remainder of 75.07 Acre Tract Curvature of a curve to the left, - I I BCS Devlopment Co. , „ I V.6985, P.42 16) 418.87 feet along the arc of said curve having a central angle of 58' 19 17 a radius of 411.50 Zoned: PDD feet, a tangent of 229.61 feet and a long chord bearing N 25' 20' .02" E at a distance of 401.02 II 11 . Future Barron Crossing feet to a 1/2 -inch iron rod set for the Point of Tangency, and .. . . 3 I I I Subdivision 17) N 03' 49' 36" W for a distance of 164.58 feet to a 1 /2 -inch iron rod set in the beforesaid south - . r3O e I ) 1 right-of-way line of State Highway No. 40; THENCE: N 86' 10' 24" E along the said State Highway No. 40 line for a distance of 77.00 feet to a Edward & Penelope Thomas 9 9 Y C 3 k 1 V.1577, P.136 1/2 -inch iron rod set for corner; pL Q: kQ 1. Zoned: Rural I SCALE: 1" = 100' L o ( I - THENCE: through the interior of the said 75.07 acre BCS Development Company tract for the following 0 50' 100' 200' b .o , � ten (1 0) calls: o I( .: ... , " 1 I r.. - 15 P.U.... 1) S 03 49 36 E for a distance of 164.58 feet to a 1/2 inch iron rod set for the Point of -11-- I1 iCurvature of a curve to the ri ht �.:.. 1 15 P.U.E. I - - - - _ ____ - -L3- _ _- - - - _ , Jr 5 I P.A.E.P.A.E_ 2 497.24 feet along the arc of said curve having a central an , le of 58' 19' 17" a radius of 488.50 9 9 9 _ I � P.A.E. , Jr- - - - - -•- -�--•--._S 463537 E -- 408.91 , „ 5 -_ 319 - -- - I Jr8 57 E 59 - • - - - - feet, a tangent of 272.52 feet and a long chord- bearing S 25 20 02 W at a distance of 476.05° LI . I I ( ----�- - _--_ - - - _ - .S Jr0 feet to a 1/2 -inch iron rod set for the Point of Tangency,I I . . FINAL PLA T ti i - -_--• _ _ 3) S 54' 29' 41" W for a distance of. 809.42 feet ,to a 1/2 -inch iron rod set for the Point. of 11 I .-:--:--=--:=--::-W.S. Phillip Parkway. / Curvature of a curve to the right, . �y R.O.W. Varies 4) 171.20 feet along the arc of said curve having a central angle of 20' 04' 50", a radius of 488.50 -- -- -- . feet, a tangent of 86.49 feet and a long chord bearing S 64' 32' 06" W at a distance of 170.33 WOI .® UEDI 1 feet to a 1/2 -inch iron rod set for the Point of TanI 0 -gency, � �.OTLI�I . � .I + � + 5) S 74' 34' 30" W for a distance of 170.34 feet to a 1/2 -inch iron rod set for the Point of Barron Road Cut -Off N 48 07 DO {Y - 868.21 N 48°3525- W 415.43' Curvature of a curve to the left, 11 - -- -- -- ------------------__ . PHASE -1 I _ - - - - - - - - - - 46.5 Wide Private Access Strip 6) 143.74 feet along the are of said curve having a central angle of 20' 00' 48", a radius of 411.50 - - - -- _ - - - p (223/147) - feet, a tangent of 72.61 feet and a long chord bearing S 64' 34' 06" W at a distance of 143.01 I Westminster Subd. Ph. l I Westminster Subd. Ph. U .- a ^ �` I V 743, P. I t/2268, P.49 I feet to a 1/2 -inch iron rod set for the Point of Compound Curvature, 29. 6J✓ A CRE' I Robert C. Carroll 7) 44.84 feet along the arc of said compound curve having a central angle of 102'.. 46' 12", a radius . I V.8312, • ,. of 25.00 feet, a tangent of 31.30 feet and a Ion chord bearing S 03' 10 36 W at a distance of I P.110 � 9 9 9 � „ L �T `', BL ��K 1 Lot 1, Block Five Lot 14 Lot 13 I Zoned: Rural ) 39.07 feet to a 1/2 -inch iron rod set for the Point of Tangency, Betty Jo A elt I Sharon May I Anthony & Ginger Rogers I to 8) S 4T 24 31 E for a distance of 33.70 feet to a 1 /2 -inch iron rod set for the Point of I _ - ^' Itz,q Curvature of a curve to the right, ROBERT' STE/ENSON SURVEY, A-54 V.8208, P 204 I V.10893, P.144 I V.4135, P.106 Zoned: Rural I Zoned: Rural Zoned: Rural _ _ � � 9) 266.35 feet along the arc of said curve having a .central angle of 23' 28' 41 ", a radius of s5�.00 COLLEGE STAT/ON, BRAZOS .COUNTY, TEXAS _ _ anon of 50' feet, a tangent of 135.07 feet and a long chord bearing S 35' 40' 11 E at a distance of 264.49 I1. � - _ I -� _ Appro%' i Location Eoseme35 - feet to a 1 /2 -inch iron rod set for the Point of Tangency, and MAY 2015 I I 1 _ Explorer P p V g565, P.1 _ - 10) S 23' 55' 50" E for a distance of 40.63 feet to the POINT OF BEGINNING and containing , 29.633 - I I _ _ acres of land, more or less. SCALE. 1 = 100 . _ _ Owners: . ( I - _ BCS Development Co. . - - _ _ _ _ _ _ _ - - SHEET N0. 4090 State Highway 6 South . College Sta ion, Texas 77845 (979) 690 222 . �' Survey . 1 College Sto 'on I.S.D. McClure & Browne Engineering/Surveying, Inc. . 1812 Welsh Avenue 1008 Woodcreek Dr., Suite 103 . . College Sta �on, Texas 77840 College Station, Texas 77845 11 . OF 2 SHEETS (979) 764 400 (979) 693-3838 _ _ _ _ _ i 10530014 -Phase 1-fp.dwg I . I . M= 1 O Electrical Manhole + TBM -a Fire Hydrant Telephone Manhole © Gas Manhole m Telephone Pedestal ® Gas Meter Traverse Point Guy Anchor Water Meter o Iron Pipe Found al Water Valve o Iron Rod Found 0 Blackjack Tree o Iron Rod Set H Cedar Tree x Light Pole O Elm Tree Power Pole Sewer Clean -Out 9 Mesquite O Sewer Manhole * Pine Tree + Sprinkler Head Ci Post Oak O Storm Drain Manhole 42 Water Oak Tree Street Sign +ss.o - Station sos.1 - Top of Curb Elevation SD1.01 Proposed Drainage Structure No. WA1.01 Indicates Proposed Water Structure Identifier S1.01 Indicates Proposed Water Service Line Number CUD CUD Proposed Sewer Structure Structure Identifier SS1.01 Indicates Proposed Sewer Service Line Number Ambulatory Ramp Prop. Handicapped Parking Sign Straw Bale Barrier Inlet Protection Prop. Drainage Structure w/Culvert Inlet Protection Prop. Inlet / Storm Drain Drainage Flow FL Drainage Ditch Indicated Drainage Flow w/Straw Bale Barrier Prop. Hose Bib Pipeline G - Gas Line r- Telephone Cable - - -Fo- Fiber Optics Cable of of Overhead Electrical Line uE- - Underground Electric Line - - uu- Underground Utilities - sS Ex. Sewer Line w/ size as-ss Prop. Sewer Line w/ size -8W- Ex. Water Line w/ size -8w-8w'-- Prop. Waterline & Fire Hydrant SFSr sr Prop. Silt Fence - 224 _ _ Ex. Ground Contour Line 22, Prop. Finish Grade Contour x x Wire Fence -0-0-0- Chain Link Fence 0 0 --a Pipe Fence w/ Cable ------- Subdivision Boundary - - - - Prop. R.O.W. Line - - Easement Lines ABBREVIATIONS BC BUILDING CORNER t PLUS OR MINUS BM BENCHMARK PC POINT OF CURVATURE CFS CUBIC FEET PER SECOND PRC POINT OF REVERSE CURVATURE q CENTERLINE PCC POINT OF COMPOUND CURVATURE CMP CORRUGATED METAL PIPE T PROPERTY LINE CONIC. CONCRETE PROP. PROPOSED 0 DELTA PT POINT OF TANGENCY 0 DIAMETER P..E. PUBLIC DRAINAGE EASEMENT DIA DIAMETER P.U.E. PUBLIC UTILITY EASEMENT DIP DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE ELEV. ELEVATION R RADIUS E.O.P. EDGE OF PAVEMENT R.O.W. RIGHT OF WAY EX. EXISTING SD STORM DRAIN F.F FINISHED FLOOR SF SQUARE FEET F.H. FIRE HYDRANT SS SEWER SERVICE FL FLOW LINE S.Y. SQUARE YARD FT. FOOT (FEET) STA. STATION GALV. GALVANIZED STD. STANDARD H.P. HIGH POINT SW SIDEWALK HGL HYDRAULIC GRADE LINE TBM. TEMPORARY BENCHMARK IN. INCH TB TOP OF BERM L.F. LINEAR FEET TC TOP OF CURB L.P. LOW POINT TG TOP OF GRATE MH MANHOLE TI TOP OF INLET MIN. MINIMUM TMH TOP OF MANHOLE MISC. MISCELLANEOUS TP TOP OF PAVEMENT NG NATURAL GROUND TS TOP OF SIDEWALK N.T.S. NOT TO SCALE TEL. TELEPHONE OC ON CENTER VPC VERTICAL POINT OF CURVATURE OCEW ON CENTER EACH WAY VPI VERTICAL POINT OF INTERSECTION O.D. OUTSIDE DIAMETER VPT VERTICAL POINT OF TANGENCY WS WATER SERVICE pn(op(B 31F=10 ounia U0 IN110 AS [Ti M , 11 iN 1 [01 F; fE, 1 ING I I LR I ECYfi I I Mm I Pm 2 R VT 4 E M NZ _060 4 Mo IN WS :Emil DGEW U = INIMIO , SOD [�Gi]La3C=5 � Tie E4 1 S9 N ON � � M Dc�dc��o�Qr�o C�� Dc��QOopr�Q�� Coo q@3 EYOD 00(Do � �1�� VICINITY MAP o g�c�C�Dac�g 0 g�gor�ggA�gDgar��g�o�gg 0��0 � 00 � gooc�c�c�ggl� D�o�C�� gao�g � Og �o��ggg N6MAhn, Ygmao VV069 gVQ 00)00 ON May 13, 2015 1 certify that the subdivision improvement shown on this set of plans were actually built, and that said improvements are substantially as shown hereon. I further certify, to the best of my knowledge, that the materials of construction and sizes of manufactured items, if any, are state correctly heron. Br os Paving, Inc. P. . Box 714 Bryan, Texas 77806 (979) 822-7605 May 13, 2015 1 hereby attest that I am familiar with the approved drainage plan and associated construction drawings and furthermore, attest that the drainage facilities have been constructed in general accordance with the Bryan and College Station Unified Design Guidelines and in accordance with the approved construction plans or amendments thereto approved by the ,City 4f Co)lege Station. / d. "Dale Browne, Jr., P.E.,-Tx 1890 1008 Woodcreek Dr, Ste.Q:1 College Station, Texas 77845 (979) 693-3838 Sheet List Table Sheet Description # Index (CO) Cover Sheet, Vicinity Map, Legend and Sheet Index C0.0 Site Plan (C1) Overall Plan C1.1 Initial Erosion Control Plan (C2) Erosion Control Plan C2.1 Street View Plan and Profile (C3) W.S. Phillips Pkwy Plan & Profile C3.1 W.S. Phillips Parkway Plan & Profile C3.2 W.S. Phillips Parkway Plan & Profile C3.3 Brewster Drive Plan and Profile C3.4 Brewster Drive Plan and Profile C3.5 Grading Inset Details C3.6 Grading Inset Details C3.7 Barron Cut -Off Rd. Plan and Profile C3.8 S.H. 40 and Brewster Drive Deceleration Lane Details C3.9 Traffic Control Plan C3.10 Water (C4) Waterline WA-1 Plan and Profile C4.1 Waterline WA-1 C4.2 Waterline WA-1 C4.3 Waterline WA-2 Plan and Profile C4.4 Waterline WA-2 Plan and Profile C4.5 Waterlines WA-3, WA-4 & WA-5 Plan and Profile C4.6 Waterline WA-6, WA-7, WA-8 & WA-9 Plan & Profile C4.7 Storm Drain and Detention Facility (C5) Storm Drain SD-1 Plan and Profile C5.1 Storm Drain SD-2, SD-3 Plan and Profile C5.2 Storm Drain SD-6 Plan and Profile C5.3 Culvert 1 Plan and Profile C5.4 Culvert 2 Plan and Profile C5.5 Detention Pond C5.6 Detention Facility Details C5.7 Striping Plan (C6) Striping Plan Overall Layout C6.1 Striping Detail Areas 1 and 2 C6.2 Striping Detail Areas 3 & 4 C6.3 Striping Detail Areas 5 C6.4 Construction Details (C7) Pavement Section Details C7.1 B/CS Unified Contruction Standard Details C7.2 B/CS Unified Contruction Standard Details C7.3 B/CS Unified Contruction Standard Details C7.4 Construction Standard Details Parallel Headwalls C7.5 Construction Details (C8) Conduit Installation Details C8.1 RECORD DRAANGS Drawings based on Information provided by others. The Engineer is not responsible for accuracy or completeness. 0 N m m m 0 0 o 0 � CD lQ 0 rr > 3 0 0 m m m ooQ O 3 ul 0 V�� $ W �O- a U U ~ww o w R W = OOfU o U U o m Uv i' o.' a'oSPi N s .a y`o_ri O 0 O EE�cj .�o.A VU �m �U o `a `pU r 1 v o. . l 0, o m o .. 1 alto o^ o3mm om 0 o}a o Q N Z 1 �,n 1_uNi� I3` NUy NmOd NpO N yr a o N\oy 0 C O O C a N 3lV p m O •-I a ti _0 \.� o°'-in3 m 3 Y o mU N. _U U O cNN V N Vet > .O ySU vvN M o .. 6 U ¢ w CtU163.a m m m Q OVINU QCN QCp_' % l woo n paw m a vc a me \,O \gym 0 ' UMo Z o m ro 00 (70 Z z rn � m m W W X M r- M > tDom m Z LL r d �� W W Z 0 x m - F X W m -o m cq Z 13� o t o U 0m m, m U Z of o OD W w` I rm 'W'^ V! CL CIO ^X, n� 1..1.. � p ._ U) U . _ -- � O 0 C.)J a? SHEET NO. .M- W OF TY 9 0R /-t •I 9M R •. TY 1�0'� 7 (fillI c� j- 1 /� `— ' r j' ✓h \\ I )� \ ��c �/ �rr\I>\ �8+�y�1---ram/'` �%/— __ _� --- --�. GG \ � i `��^\ \•`� � / lam\✓ / \ // \ ( \ ) �� ////-- i/ `--\� \J \\/ _ \ —."_ Remainder of 75.07 Acre Tract— % \ \ �, ♦�� / BCS Devlopment CO I l _ % V.6985, P.42— / I / ( / \\ \ \\� \ • �� \-\ Zoned: P\ Deceleration_: Brewster Drive— \ I \ % \\� ��' \ �\ � � \ � Ii \ \ + \ �§� _ --•_...._ ` -- �---z _ —_ — — I /� — , / �_ /� —.%�_/ t� - -- — - _ _ — --- _ Lane —— /am D.— \Culvert— Ar / � I I I \\ \ \ r t t ' - �;. 1 c' � _. �-- ' ,�,-- / _" \ 1 ' /Q �-7 •--..� �--- __ .-- — — _"-vim ., f _i- Imo..,, c�� ..,/— � �r �---�" .,.—__.. � .. i � �♦ \ I Existing 20' P.U.E. �i -'7 V.6918, P.231 \' I \S I' \ + + \Hatched area re resents 6.7 acre a 5S f / t \ +spoil area fcr soil from detention / \ i i�,.•:;., I / facilities. /+ /"�_.r-- --- '•''�i:=:go-. � / / /// ♦ / ( '` ' •\ \ r -' s I ; \ / I See Ncte 11. i h / ii..:•, / / . / J Detention- i \ \ Facilities 0�. / \ Rs \ J � ` \ \ i / / / OGi♦ •� / \ �%r / '� / //� 1 / C / / Q i j / \ J r \ 'l .. i \ - ( ( ( t /�/ !( }�AL �\oy`•�C�\ \ � '"�C / �� ``\\� / � to / / \\ �\ \�,I �i '� � �//•� \•'/ / / \I iJ / l \ � � r � � I l' \' � + ''''l' \�\ l��ll `Y• \ \ \ Fro/quo\ �.°es ( / /,� \a City Park / 1 / ) J ' ! 1 ♦' �'''' 1 r I �// l \ 1 c^P q* f^\ / \♦ - ♦\\ / ' / / \ lllll� \\ /_- Hatche area represents 3.5 acre Soe� oo� R v��o, o ` \ / / 20• \ J \ \ ` _ ` + ( spoil area fcr Sail from Brewster % f fOo\ `moo/° ' ) �r� I \ \' + / /' A \(IiI)\ �1 / ` / / ) , ' / 0 Drive. \ ♦ 9S Fos or \ - - See Note 11, �� ♦ \ A'3sf j '� rY/ I \ I Re inder Of 75.07 Acre Tract BCS Devlo meRt CO \/ / \ \ \ \ \ \ 6.01 F^ooB°SO✓/ l \�� \ - -L J / /= \ / \ V.6985, P.42 1 a' 2.01 ZoRed: POD \ S, I \ r 1 Future Phase 2 J,lo'af�A�o CUlVert #�\� , no�f^oo/ rsq\-/ \ _ Bridgewcod Subdivision i ( `� � � 1 � � \\ � \ ` _. �. / 20• / I I-` � r- / I f320- cot > a ° Book 10 '\� �♦ \ , ` A \� 'GF i _� 14.429 ores \' tiZ \ / / �8qy'' ° ♦♦ 1' //' \ \ \A J / \` y\ �` —.- L�• /// s' _ � / \ r 1. I / / I-1Zb- J ' \ a.i;,/ �' \ , � Ji / I �/ � ; ♦ ,''/`\ \ ` X 1.03Z. IS \ 1 / .y1a '1�e�8!`Bo� q� \ \ � p i � g2 F. I / / mil' \ - \ / / '•` ' � / 0 o4'\. \ / c'ter- \-� o QV t.''' - �j0 ✓ \ / / / / /t / / i r Q \ .-\/\ -- _.. . _ \ _ �CSISDBCSD Ctractor Contra ' - •y \ �Jr�st Gsf onctor / PE� /t �� " y® .02 x Q \ Remainder \Of 75.07 Acre Tract / 32Z \ /o \ ♦ \ / \ / VE•) / 1. \ - _ \ BCS Devlopment CO / \ Q • i i p - \ n V.6985, P.42 Zcned: POD / ..-- / 42b �♦!• \ `c- 'c � -" -, ` 6.03 ' \ / j / /.- - �/ - \ \ ( f , . Q / II I / / ( v� ) Ir GENERAL CONSTRUCTION NOTES / 1 • IIOc till Of the all responsibility ei p existing lanit underground the Contractor nt aces. orto Furthermore, ethe exact Contractor shall coRtact all utility company representatives a /Q minimum of 48 hours iR advaRoe of any excavation. / \ \ A / c\\\ o�✓I _ / i rv°y `�` / �\ \ ( / Contact Dig Tess ® 1-800-344-8377 2. All construction shall be iR accordance with the current City Of !O • \\ > l ( l College Station StoRdard Details, Specifications, and B/CS Design gFo��o\�\) Guidelines for Water, Sewer, Drainage and Street Construction. All / , I 2e/inspection shall be coordinated with the staff Of the City EngiReer gRhD , q o of College StaticR. / sS' 3, In lieu of using the coRstructiaR materials indicated in these plans, / o" c'o� /\ \ / Q/ / t \ \♦ / the Contractor shall obtain written approval from the City Engineer / / , -�06 for anyma 400 substitution, / / oo \ / I\ I / ` �♦ 4. TreRDh Safety shall be conducted in cccardaRce with O.S.H.A. \ / \ °rn3 0? \ \�\' ' \ / Standard 29 CFR Part 1926 Subpart P. , \ c@o 4 \ kJ♦ \\,\\\ I / /Q // I \ /✓'\. 5, It Is the responsibility of the Contractor to comply with all State and Federal Regulations regarding construction activities near \ I ' y` m� \�y\ ` \\ \\ / /� / / , f ♦ / energized overhead power IiRes. Additionally, the contractor shall coordinate all proposed work and procedures with the City of o o2s College Station Electrical Divisian. \ % \ \ `♦ e / �, /' /' / 6. All materials and labor not identified as a Se crate Bid Item shall be considered subsidiary to the item in which it is used. I \ 7. Trenches mcy be left open overnight if properly covered or l / , J barricaded tO preveRt pedestrian and vehicular ♦\ \mi_ i(iL�` access. 8. Contour Information obtained from the City of College StatioR and field surveys. 9. Roadway fill shall be in accordance with BCS Technical Specifications 31 23 00 and 31 23 23. 10 0 Se Set 1 f r f i r it sadb c a 1 toil areas shall be cleared O trees and rush. Op3a shall e O VER A T T PLAN A a T stockpiled within the spoil areas. Spoil shall be installed iR 8" `/L'1 �j / �/ � r" fJ�j11/ (max.) lifts and compacted to 95% Standard Proctor (ASTM D698) at 0 to 2% above optimum moisture content. Maximum depth of ® SCALE: HOr: 1" = 120' fill in the spoil areas is 2 feet. All soil iR excess of 2 feet shall become property of the Contractor and removed from the site. 0 60, 120' 240' Upon completion, the.stcckpiled topsoil shall be spread over the spoil area, hydroseed and fihermulched. 0 1 NOTE: LOCATION OF EXISTING RURIED UTILITIES, WHERE SHOWN, 13 APPROXIMATE CNLY. THERE MAY EXIST UTILITIES WHICH ARE NCT SHOWN. THE THESE PLANS aC NOT INCLUDE NEOEBBARY CONTRACTOR SHALL BE RESPONSIELE FOR LOCATING COMPONENTS POR CONSTRUCTION SAFETY. AND PROTECTING ALL RURIED UTILITIES. others. The Engineer is not responsible for accuracy at completeness. �t 0 N n mo mo mo L a 6iczz 3 LU Lu 8 Id aQ��[ (J 0 C L) S 0 y LU WLU C3 V U�U g 0E a m:a E gh lJ �dUO.ai C WO O •�U 03 Nw Oa.j z inn I ou�iY 0 NV ai NaO0 Ng'g \�uai o3W a oSca a'c� N\1o+a © a. a V/ tV CI U w c�ci -ate n m0 0' a nW,� �t yr-U 'a3j �2E¢Um Q=m W0)a•�v I a'ym8- liim I JE-- 0)C aNa� omSUii Op / I_I_ F i 0 U4 Z _ o CO o co O CO m Zz 0) v LU LLJ co rn d 0 m N c Oua =�N� WED ,� o c LU x UJ m •00 min UUf r_00m� U Z 'Eno o - _ 2 W w U _ ''W^^ V, 0% SHEET NO. 0 GENERAL EROSION CONTROL NOTES: 1, it is the responsibility cf the Oontractor tc prepare .and maintain. a Storm Water Pollution Prevention Plan in accordance with the Bryan/College Stotion Unified Stormwater Design Ouidelines and EPA requirements for storm water discharges associated with ccnstruction activity under Cenerai Permit, USACE 33 CFR, & Section 404 of the Clean Water Act, & Texas Pollutant Discharge Eliminaticn System (TPDES) Cenerol Permit No. TXR150DCO as administered by the Texas Ccmmission On Environmental Quality (TCEQ). 2. The Contraotor shall not allow sediment to lecve the work area or enter any adjoining channels. Additional measures to those shown on this plan and described in these notes may be required to prevent sediment from leaving the work area. The oontractor shall be respcnsibie fcr clean—up and restoration to criginal condition, including establishment or re —vegetation cf any lands or channels affected shcuid construction sediment be fcund outside cf limits cf constructicn work. 3. All disturbed areas are to have establishment of grass as outlined below. Contractor is responsible for watering, maintenance and establishment of grass for a period of 90 days beyond project acceptance. Contractor to guarantee all planted material growth and coverage for a period of 6 months. Growth and coverage shall be defined as 100% of the planted area with uniform coverage of gross greater than 1' in height with no bare spots greater than 2 square feet. A Second application of fibermulch is required for bare spote not meeting coverage requirement within 60 days of initial application. Areas adjacent to the building and within the development to receive block sodding and/or landscaping ore not included in this requirement, 4. CCntrcctcr is tc maintain eresicn control throughout duration of the project such that ail work areas are to plan grades cnce vegetaticn is established. Insure sediment is not transported downstream from project via hay bales Or silt fence installation. if erosion is observed in the field, additional erosion controls shall be installed. 5. Silt fencing is to be installed per detail. in lieu of silt fencing, contractor may use straw bale barriers or ccntinuous extruded fabric berm filled with 3/4" gravel upon approval of the Engineer. Sediment to be cleaned from silt fencing Or other sediment control devices when depth Of sediment reaches t1/3 tctol height Of device. Contractor is to insure eresicn control devices ore consistently instclled and properly mciRtcined. N01 & NOT INFORMATION: The site is approximately 18.0 acres and is located an the south side of the William D. Fitch Parkway (S.H. 40) and approximately 1,800 feet southeast of the intersection Of WDFP and Barron Road in College Station, Brazos County, Texas. The site is located at Latitude 3D.55D79D' and Longitude—96.288844. The site activity will consist Of the construction Of two streets, water lines, storm drainage utilities and detention facility. The only scurce of pollution is the erosion Of exposed soil. Stcrm water from the site sheet flow onto Spring Creek which flows through the project site; thence to Lick Creek and then to the Navasota River (Segment No. 12D9). The Contractor is responsible for oontaining ail sediment On —site by utilizing siltation control devices, washdown areas, or seeding and scdding applications. it is the responsibility Of the contractor to utilize whatever techniques that are neoessary tc prevent erosion from this ccnstructicn. GEO' PI EROSION CONTROL PLAN SCALE: Hor: 1" = 120' * 0 60, 120' 2401 INLET BOX, GRADE INLET, JUNCTION BOX, OR CURB OUTLET OHANNEL NOTES: 1. BAGS SHALL BE LAID END TO END AND SHALL HAVE A MINIMUM HEIGHT OF 6". 2. FOR INTERIM PERIODS OF OONSTRUCTION, SILT FENCE PLACED COMPLETELY AROUND DRAINACE STRUOTURE IS RECOMMENDED. T—POST (OR STAKES) AS REQ'D. TO MAINTAIN. SPACED 6' APART SILT FENCE AND/OR HAY BALES TO BE USED IN AREAS OF DRAINAGE FLOW. NATURAL CROUND 2"X4" WIRE MESH FASTENED TO T=POST l 4" 1 SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T—POST & WIRE MESH B" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL ALLOW 2.5' TO 5' AT TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONC SLOPE CONTOURS. DIRECTION or 4 1 4"X4" MIN. TRENCH 20" EXTEND 2' MIN. BEYOND CURB OPENINC VARIES ' 3" OVERLAP AT FABRIC SPLICES IIN, 4" HICH EAR OPENING NOTES: 1. WHERE MINIMUM CLEARANCES CAUSE TRAFFIC TO DRIVE IN GUTTER, CONTRAOTOR MAY SUBSTITUTE 1" X 4" BOARD SECURED WITH CONORETE NAILS 3" O.C. NAILED INTO THE GUTTER IN LIEU OF SANDBAGS TO HOLD FILTER DIKE IN PLACE. UPON REMOVAL, OLEAN ANY DIRT/DEBRIS FROM NAILING LOCATIONS, APPLY OHEMICAL SANDINC ACENT AND APPLY NON —SHRINK GROUT FLUSH WITH SURFACE OF GUTTER. 2. A SECTION OF FILTER FABRIC SHALL BE REMOVED AS SHOWN. FABRIC MUST BE SECURED TO WIRE BACKINO WITH CUPS OR H00 RINGS AT THIS LOCATION. DAILY INSPECTIONS SHALL BE MADE BY THE CCNTRACTOR AND SILT ACCUMULATION SHALL BE REMOVED WHEN DEPTH REACHES 2". NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APFROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE CCNTRAOTOR SHALL BE RESFONSIBLE FOR LOCATING AND PROTECTING ALL BURIED UTILITIES. THESE PLANS DO NOT INCLUDE NECESSARY. CCMFONENTS FOR OONSTRUCTICN SAFETY. 9'' VOF -`% ............ 1 6"". ?r 05(11„„. 2... .. I, DALE BROWNS, JR 3 61890 :r[r Ura.Ings based on Informallon porvided by oibors. The Engineer is net responsible for accuracy or completeness. tt N n 0 0 0 2 D Q m m O F u �of U LLI(oJ d o LLI B OWU O 69 Z_ o 00 o w Ur Tn Z Z } EDD n rn LU W t' a Z> pO N f n �_ O, M Din N� ti IIILYE D rn �o 0] cli ZU. p Xrnco H atf � d C m I- W W Z 0 X d 0 = Z) Of 00u) c m N UZ mmv U On o=, C 7 �Ww 0O UM2 N� 0 C 0 U C 0 .(n 0 W me 0 .0 W 93 I / / I / I I / I / � / Edward &l enelope -Thomas/ — -/ ___Edward Vol. 1� 577 Pg. 136 y XOnedRurai — _----1-- -- 40+00 Mz 1 I ! I I ! , 1 1 / / I / / I Sta, 40 48.29 Install 3) End/Road Markers/ I _ Begin Cad Oonsi� _ -�--�R�W:--7 OE 0 OE OE OE' / Qsegin street J / J J / v Ex. Cvwy. / & GUlvert (to be removed) OE j / Ex. Ditch Remove Ex. i�� (t0 remain) Asphalt Pvm t. \ \ \ \ \ _ \ �o PQ� 20 (1,796 SY) Anthony & Ginger Rogers \ \ fto \ulvert\ TC 329.95 / \' 178'-3` Tronsition from 31' BC -BC to 37' BG-BG Seotion. _ h troneition. `� X N: 10185559 — — En X E: 3585287.05 28. j — -•� X _ _ — _ Ttr 28. _ d street width troneitic 3 N: 10188443.1 N oz / r / / ✓ Ct / J o �/ — --------- _ _..—_ - —__ _o----- -- — 331 _I_�_ 7 X __�.X—_ -- X-.L-/— —�-X X-- — — �--X-_.�. _....�- �•,._ �e�820 aQ�J<Dv 4135, Pg. 106 \ VOLZoned: r rlln\ \ Rural` a a Sharon May \ Vol. 10893,. Pg. 144 Zoned: Rural \ \ See Sheet For BOfrOn �� -O Cut -Off Rd. Plan and Profile ti I Connect to Existin Asphalt Pvm' W.S. Phillips Parkway SCALE: Hor: 1" = 40' 1" = 4' ®Vert: 0 20' 40' so' /Remainder of 75,07 Acre Tract I \ I 15.50' Lt BCS Development Co. I +51.9 Vol 6985, Pg. 42 ` — 325.01 Zoned: PDD I V w a �•—. _-�_...__..—_ to I —.__—� _..—__— 1 Robert C. darOl \ \ 1 Vol. $$312, Pg. 110 J o\ \ � \r 1 i1 \ Zd\ d: Rural , Ex, Grovel Drive I (to be removed to property line) 1 I I I1 I` I o I 1. 111 I I I` � I 1 I tc}I I I I 50' Explorer (� p (Pipeline Esm\' I I Ii� P �I�I i�� IF NOTES: 1. See Sheet Ct.t for Oeneral Notes and Benchmark Data. 2. See Sheets 03.6 & C3.7 for Inset Details.. NOTE: LOCATION OF EXISTING BURIED UTILITIES, _ WHORE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR CCMFCNENTS FOR CCNSTRUDTION SAFETY. LCGATINC AND PROTECTING ALL BURIED UTILITIES. 344 344 W N M W N O O^ O O O U? N W O W Ira n Go D7 O O O D7 itn ]� O n ,�r� 4D d' rD M �1n M O � W 4 - 'lD .r- U) O 4 `1' In ^ W O W N I W � W O M O V�• + n n r n M n M + M N n aV N M in ' M N in 'N N N N iN Fri N 1, rrj 1n N N n rrj n n n O 0 W Or W II II II rill II II 11 II II II II II M II II in II M II M } II M M } q 'ro III II ro M to ro 11 0 o v o U o U U o 0 II II U II II II II II II II 11 340 F- o U o o U ` ~ V) Fes- 1�• 1�-• Fes- Fes- 1�• 340 _ 336 100.00' Vertical Curve 336 — �•.'„ Low Point Sto. 44+50.00 - -- Low Point Elev. 328.05 VPI Sto. 44+00.00 �- 332 '•ate.-- K- 113 332 Prap. T/C Grade \ 100.00' Vertiaal Curve High Point Sto. 47+75.G0 High Point Elev. 324.78 VPI Ste. 48+25.00 326 ,� VPI Elev. 324.27 GI -1.011 . 77 -2.31% 326 ^/ O Ex. Ground .Z (Rt) i�� 1.o1q 324 Ex. Ground (�) / / //,��' - — - -I 324 Ex. Ground Lt)J f I _ DOmpaated Fill_ � 0 RCBC 320 CUIVert #2 �. See Sheet C5.5 h 320 for letoile. — _z 3�g _ '� — K 316 316 V 312 312 308 308 304 304 41*00 42f00 43f00 44f00 45f00 46f00 47400 46f00 49f00 50f00 N 81890 Dmwln9s nassd on Infa mallon provided by elhsrs. Ths En9lnenr Is net respensibls for 2=r20y ercompielensss. N m m m �oz 0 33Q w w ¢G_ 8 K U U UIr O S we U sd v rWi U � o m V�Yy mow •o E '08 E-t`G Eh 1 V� K�U CV KMo 12 04 -S Is' 1m81.. m �N m�m a m o94'm.. oa o m-n WZ2 F. m"oV OUK Y N C e1 NOV o mco p•- \oey{/1.UMV±o V•.c.� Om3'1i O Rm�i p mU © Q Q NU c n'N9'� •v Ui 'Vsv 3.0 oO�^ VuV 9'Vm V .p U U9 <pm Lij lo. mrti� I�v 1;•y m.6i m may mp, r p N U O c S.- 0 U4 Z °J _ O co o co (D M Zz Ch to W Of C) W , Cbj .�. U-) M 0U) • �ItNrnv `� ti.0. . co (.D to ` 1` 1O�� z LL ~ 1Y) WIZ m CC, ID W W Z Of O—•C D) O '> 0 (D C m co O C U Z rn o o M � 7> W w U S i* kkvm W W co 0. CL CL ■ — 06 0. `L 0 n CO ■ 0 0 ^1 W SHEET NO. N ...�o..f1r �y % 2015 ��;�•, :}i.05�11,,,,. j J DALE. BROWNE, ... r Remainder of 75.07 Acre Tract \ 1 / (I ✓ 1 ��/ONAL�r \ BCS Development Co. Vol. 6985, Pg. 42 \ to w College Station ISD Zoned: PDD \ / / 1 tj �, r ' / Lot 1 Block 10 14. 2s Acres / See Sohool Civil Plans / / for Sidewalk Layout RECORD DR NGS 15' P.U.E. "� Jf? n I N ✓ / / Drawings bsssd an lnfonnatkn pravided by Ths Engineer is net for / I / ` ' �ry O g� h tV b^ , lg CURVE DATA / / / / others. responsible accuracyorcmnpialaress. � - ` Pkcp. ROW / � / Parallel Headwall. 1 1 , , A=7'08'19" ^0 I f h - - ---'--------- 5' P.A.E. (by BCSO Contractor.) n ` R-1479.Od / �� M / ry b 1 It, ©� - `� See !!CC Culvert irk Sheet C5.4 �- / \ 1 / .- 1 L=184 27 T=184.15' I / ' 10' / / / / Sidewalk / / / N m m m MZI ` - • -� - - _ _ _� / , f PC=55+48.64 CSISD Contractor.) I A �� :..�� .;: �• or details. �_ _ _ Sta. PT=57+32.91 55+65.00 1 (By / / I / I _ P 52+00 End •��1°%. Sidewalk Constr. J _ / Insst '�A'� o oz M2 t` ', . \ _ ;gym . ,_.._ _ `� rn : ;,;�i,,� 't �I ilj!;i ; ...t t„� ,t,�E E, Iai:f, , .•� ( 318.55 0 0 1- ._' ...: .:_, ,.'$:amy _. . _,:... m gm.. J :. _24" 00 ., _. ::n• ....!:;:., :, :} I. E.fi;�ll �4ti',11,L;, -.., ._ ,t-::',-i... ,ti:uiill i' i 1 i� ii� , :.,. 12W- 12W tl ,!! r , hEitillf I!!'..: ,, ..7. w�� "!, to !1 !, ,.,. / M Z .>' L Ni Zl 1` W W 0: li Q t ,4 Sta. 51+84.65 -� !-- _ROP 6.01 _ -, _ �� _:_:---- _,I t� i.t, :! �. �. - a�=-- � ----1?3o`R ,y .! rLW , / (p w W� - V % End SIdeWOlk. Sta. 52+95.18 __ i �;-- bo•o� - - -� T,. - t :E. - ° -__ __= o v o0�" N:. ® E: 10188049.15 3568913.88 % Begin Sidewalk. N: 10187966.35 / '.. 3 \ d- +"'--r- _. �- _�_ - J�� S ., /IJ -f / S �h c ,; ,i I / / E: 3566991.1' \ '•'d n- \� �1 m o c v 3 F, in o q / CURVE DATA A=5'31'26" Prop./t \ / Il (. o- - - - 57+00; / 58+06 `$ 48'12'30" E /' 5s+o0 / S m I - %- -I- - - - -+ -- v 0M E E 0 e o e L R=1522.00' o o w} / 748.25' / / m / c, 0.9 c c o o g o / h (A4 (n Ea / L=146.74 \ f J- ip Ovtwi mN$ a" PG=51+65.31 \ ' 31s. -'X =- �- 3�yf�= -- T__ �,- o v c v i a N \ \ 3va \ J17 PT=53+12.05 a p Js \ \ \ y 1 s r �(by BOBO Contractor.) Drop Inletr\�_(Adlust / Ex. Manhole / / / 1 ` / ( / O �o�u BORN 5'_°OB y m o $m o ^ m- \ � trim/Cover tajnaTch / \ moo+ -,.ni On@aC Or CS/SD on roc Proposed Erode.) i / �UtUro Roadway �. / ) - Om30 "c3 V q=S vino or 1 / / (by others / a ® Q V ) -- -- oh -- -- -- -- -- -- -- -- -- / U Rorbert C. C VCI. 8312, Pg 110 - - - / `a��s� �ts B AH Zoned: 7/- a PDD w aU� t L n u, / ) ,try^/ �. y/ Iv vat'n.6 1 m,pV 1�om '•2v t / �- P _ P � P p c, E a P ` P I / Approx. Lccation cf / 50' Explorer Pipeline Esm't. p / m'q'cVN \v q^� omraa \cy �"g2 ^ vs`� - Vol. 9565. 135 o - uv <vU - I- J Baker Agnes Pg. / S- VuvU� n ( _ Revocable Living Trust Vol. 2488, Pg. Zoned Rural 64 o W. S. Phillips Parkway l0 DO Z11) SCALE: Hor: V4 1" = 40' 1" - 4 NOTES O Z z M V O cO rn 0 20' ® so, 1. See Sheet C1.1 for Oeneral Nctes and Benchmark Data. a W rn 2. See Sheets C3.6 & C3.7 for Inset Details. W M rn Z > Z o w O) M Ou) owl �Uco' �^'moo Z LiO Ix U.n 06 a C h NOTE: LOCATION OF EXISTINO BURIED UTILITIES, W W X W N 'UO co OJ 1-- - WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY Z It Q t dj - - EXIST UTILITIES WHICH ARE NOT SHOWN, THE THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR -1 m ' 3 COMPONENTS FOR CONSTRUCTION SAFETY. LCCATINO AND PROTECTING ALL BURIED UTILITIES. U C Do d) ' W W �U.�-2 340 340 'Oi 00 I^o o O N O o rq d• M O O Cq ^ O M Io M o O o o O y h Oi rn M U) 0 0) o O N M U 11) O M 0 16 0) V �� O Nt, rn in I O M �M M }M M }M M }M �M N^ in M ^ - i0 II U 11 11 II to U It M II 11 M 11 11 M M 11 II II M 11 +M- I11 to 11 M II M II M II M 11 + 11 M 11 M +M 00 11 11 11 II M M M II II 11 M 11 1- U U 1- U U U U U U U U ,- U U 1- U U U U U U U U U U U 5- U U U U - 336 1- 336 � > U a > o > 1- > //�� O V J L. CIO 332 + 332 0. � fin Qd n lift 328 328 8C$D GSI$D O on roc or on roc cr 0 ■ Cn ■� 324 150.00' Vertical Curve315.32 100.00' Vertical Curve Low Point Eta. 57+50,00 Low Paint Elev. 0 32¢ > \ ■ 0 .t 1` 50.00' Curve Low Point Stu. 54+61.86 Law Paint Elev. 313.52 VPI Ste. 54+50.00 0.00 VPf 6to. 56+00.00 VPI 315.67 �} 5 .Vertical Low Point Ste. 52+25.00 VP1 Elev. 313.22 0.70%.Elev02 Oi 2.59% .5 K= 53 f~w Law Paint- Efev. 315.36 VP[ Ste. 52+00.00 01-0.969. 02 0.70% K6 00 320 VP[ Elev. 315.62 Ct -2.31K , 37 -0.98% _ �^i .�r�9% 320 i-' ` � 31 �� - - - � - Ex. Oround (Rt) _ 316 ^ O 0.70% h rcp. T/C Crade ( �. !- 312 = -� N /� ( Ex. Ground (Lt) Ex. Grcund (�) 312 Compacted Fill 3 Bbl - 5'x3' RCBC By Others - w./ 308 Culvert See Sheet for #1 C5.4 details. 308 M L.LI SHEET NO. 304 304 300 300 52*00 53*00 54*00 51 00 56*00 57*00 58*00 59*00 _ of tot?:a... �... r........... jDALE J BROWNE, JR. fo ,...p..81890......;...� Q T .�. , ......... 0 See Sohool Civil Plons +ss a �� ; / RECORD D� NGS Drawings based InTRelknThe Enghoer is not pr dad by others. for for Sidewolk LOyOUt 331 23 I( cp' rol accuracy or completeness,ible 45.50' Lt / +48.3 / N 45.5D' Lt +24.3 gs3 325.2 I 10' Sidewolk / tiry 324.4 / Inset nAn s 2'30" E - 3�.96'. • b CSISD Gcntro it r —, �— • — — . i_ N = o 0 0 +98 8 _ 61 o p Ex. 6' Sidewolk o / 32337 325 00 ati ., ' '':> t;-- MZU'' S/ ✓ 32.09 / W/L Cr F '112" MZt MZ Z t M t T ]2 g 24RGP ----�—.-�—MZ t-oI�J�J /i /� E3 = 0 Cr d R U r„ 63+0 {if$��Ips p4-+t -TP 3 32 16 0— I— 64+61 Ex. Rocdwoy 0 U W on �61+00 - ., 1------- /-- -i-y-----' o a :I 50.5 R.O.W. �. I 9.50' / (by others) v3`. vvr"•e1 v L5%. / E -m �`� e �u - / �./. exceeSloed / a m y _ / „„- ,�('^ - / _�.�-/// / / / _e TP 332.B6 R :�...�....� ..... R,.. _ ..,.. I v y m I fayn e t I I aS m as - ® / / / / / / / / NC i 10719B.B45 E: 356973B.494 I 1 s 1P 333.62 / Z p I j m m!2 i rnN o CNC L' 13 v / / / Future Rocdwoy / (by Others) .,, / / I / / I i I L i w -- f ...�- Q om m ca o a a o r-a o o2 Z m E o / / I ..... _ omy'31Io'✓nU /Mry AD �ry9 / / it _ / on iv17 Approx. Lo/oction of 50 �eplcrer Pipeline Es m .t / / / / / / ....-,-- P m �y")p w9a mg� m Em (9565�135) �� / / -,�-- �� P / I «a 9 "9 Iva `9 I v a —� P-'—•-4- P—. PP .� P .fir—. ppPP p�....-,--p mat 00 j %P / / o0 c-c SEA�n OU9 V VU 6 q Cl)Zo W. S. Phillips Parkway 00 cc 0 SCALE: Hor: 1" = 40' NOTES: Z z m v m ® Vert: 0 20' 40' 1" = 4' 60, 1. See Sheet Cfor Cenercl Notes Grid Benchmork t.t DGtO. � m rn LL) 11J a-, M .r 2. See Sheets C3.6 & C3.7 for Inset Detcils. Z 2 0 N w o co ( rn 'zr •�N O(n a' 00 t0 N O co Z W FK U) co C N C N N NOTE: LOCATION OF EXISTING BURIED UTILITIES, tWl.l jut (n WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY = O y Bj Z O EXIST UTILITIES WHICH ARE NGT SHOWN. THE THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SNALL BE RESPONSIBLE FOR J N D s _> A GOMPCNENTS FOR CONSTRUCTION SAFETY. LOCATING AND PROTECTING ALL BURIED UTILITIES. C� 0 O O I C U Z 2 O W w 1 U CIO S 344 344 JV=m m M 0e0 •- o N In N [V 0 0aD .+ o In m "i m 0 �+ o 4 Ui m o 0W .- o � t6 O m t0 m .- r im ro 0m �m .t 01 60 0 Oi (O NN m Ui N N 10 N M N N �10 N N N N N N Iq N N I< N N Iq N in IM +r1 m 1I M +M II m1I M M II II M +M N II (oll M II I+M 1I + tII rod 340 UII F-\d N ~ t d\ ~ 47 LL \ d~\ 47 `!\ N \ll ~ 340 — W U) 336 100.00' vertiGGl Curvo 336 low Point Ste. 62+5D.00 Low Point Elev.325.53 VPI Ste. 3+0.OD 06Of VPI Merv. 327.70 2.147, G2 2.93% K= 125 - 332 332 50.00' Verticol Gurve High Point Stu. 61+25.00 O High Pulnt Elev. 323.96 - 93�/ ■ - VPI Stu. 51+00.00 VPI Elev, 32,3.42 G7 2.5= 12 z.14% p 320 K1 Ex. Groun Ex. Ground (�) (Rt) , 328 ■ \/ ■ — i 324 EX. 0round (Lt) 324 CIO mo y 320 ® 320 CL O t4 _ . — — p - J 316 316 ^, C/ J 312 312 W SHEETNO. 308 308 304 304 61 *00 62f00 63*00 64*00 W OF R 61890 CA h Zr 324 ,i "� / d r. \ � 44.10' Lt \ +32.72 326 325.37 326 \ \ n /fz \ > > ` _ � `19.00, Lt \ Qetail T _ - - - - - - - - 327 _... �. �- .- - - / /+07.72 -\ _ - - __ 325.24 CURVE DATA I - - - - - - - - -- 19.Do' Lt yo Lp / 29.6 ' _fit \, i- \ A=30°O5'OS" ( - 32a - ! +62.1 _ +32.38 R-450.00' ! 327.15 �' 326 30 /- 1 1 0 \ - - 326 - - - - - - - - - - - - .- - L=236.29' ( - - - � 31.00' Lt ` � �\ 1 EJ! \a' +70.4 T=120.93' I - 329 - \ PC= 10+23.54 ( 327 43 l4' \ _•__._- -- - PT 12+47.55- ��•�� 3, -1g 0-% .94' Lt „ ,..,_ : ,� L 10' Sidewalk n `� 1 . 1 n / ;, +39.72 ;' -•' -' • f ,rl,�;r/` ''' ,;;i -' -- • - _.... _... _... (BY CSISD Gontroctcr) I1180j+72 ...�' 329.50 19.oG LI ;i a / �,ll .- - -.r T l/>.,,,' rr/ s;�,: r - - - - �� -,d.. FJ�'✓/ :ram L \ o• ,n /� "'< 'i�/%-'`v;8'.- i ;r "'3ri , ,.r .. ,ro w-"._-""�^• WA-""- . ,,._ .;f,/,., ,1,...c.:....;":r^.mr, r;,Jtl�.:.. /i•„iri..,. I -r34v .....,.., .. olY __,�.m /r--,::::,.. +93.8 1 .,-� „` Qne �.00, .. �� E 6" puC ^� ConS•' � ., �' i -- // Utility Sleevee 16kp0 79.00 Rt ` .Brt4'ivste�.Onve' - '+30.19 �74�a aG »' R.O.W. 14 4 y _ i / (2) 6" PVC 325.08 Utility Sleeves � J RCP's' y' p \, , ' ._ly oo' Rt CURVE DATA - 1-72.1 331.79 R=450.00 L=157.71 .---- --� (2) 6" PVC' r , / (2) 6" PVC (2) -6---PVC T=79.6T (2) 6" PVC - - Utility Sleeves Utility Sleeves Utility Sleeves PC= 14+17.69 Utility Sleeves 47.7 Rt PT- 15+75.60 ma \ \ \ 332.27 /GStsD - tpOtOr Cad < I- -. \�X Brewster Drive SCALE: Hor: 1" = 40' ®Vert: 1" = 4, 0 20' 40' 60' MOTES: 1. See Sheet C1.1 for General Motes and Benchmark Data. 2. See Sheets C3.6 & C3.7 for Inset Details. NOTE: LCCATION OF EXISTING BURIED UTILITIES, _ WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE TRESS PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR COMPCNENTS FCR CONSTRUCTION SAFETY. LOCATING AND PROTECTING ALL BURIED UTILITIES. 344 344 N N 10 10 V7 0 N to n O O O to r0 to n N to to (O Ih c} .- n 1919 (0 O U1 N h to 4] to Of .t' O 'd' O V) 1' 0 h O o O ^ N to {d' (0d. cV .- M cV cV M M IN M M 00 O M Oj M O n to N to to N h Ih N lh N (a N Vj N N V) N Vj N N y: N ly: �N I,j ' } n II I`tl n It } II II III II II Inj II + II to In7 II II tl }n to It n }n II to II n A n II }n II tt n n N ry7 N tl tl U U 0 U U U U U U � U U L) tl U J tl tl \ II 0 \ II II tl 340 �,�� En in En in �~ 340 336 100.02' Vertical Curve High Point Ste. 15+30.63 336 High Point Elsv. 330.66 VP1 Sto. 15+50.64 - VPI Elm 330.36 01-0.60%, C2 -2.77% K= 46 Prap. T/C Grade (Rt) 332 ( 0.60% Prop. T/G Grode Ex. Ground (Rt) 150.00' Vertical curve 332 L� O&OZ --. - - - - - - - _ _ - F Low Point Ste. 16+25.00 Low Point Elev. 325.21 VPI Ste. 17 VP! Elev. 32&67 25.67 Ct-2.77%, G2 -0.62% 1 K= 70 Prop. T/G Grade (Lt) 6^ PVC Conduits ILL `6^ PVC conduits Ga poctod Fill , Ex. Ground (" = 328 328 6^ PVC Conduits WA-3 -`�"`� `- Ex. Ground (Lt) 6" PVC Conduits I � ��---------- _�\-_• --- ---- -_ �_ `-"`---_.------ti 6" PVC Conduits -----_ _ _ ..,,� - .i ',_ _-__-_-_-_,-•�-----_-_-- - 324 324 �WA-4 0.62% I�1-6" PVC Conduits 30" RCP Az 320 � v 320 6^ PVC Conduits WA-5 316 316 312 312 308 308 304 304 11*00 12*00 13f00 14*00 15*00 16*00 17*00 18*00 19*00 20*00 Orswnngs bosee on Inlmmellon pmneoe by others. The Engineer is not responslblo for sccumcy or conpleleness. d' O N an 0 0 O 0 CD CD CDbi 3 w �WM S w Z Y 0 v Ld oL �W m ali _P 9�X 3r'Q "r3 DE E:'c cr rcetic "S1'u rcs rcm igc c '-y m�Nm to e.0 'Ov o3m 'P+5 oa• � ua z N >m ule�s. O NC�v1 p e�n.N NO�r'p p;m mC5 p.ay _ om°3 -Y 'a "uN3 8 tV Nm - VU w CNtV C'a s rp V -v �f O Y 2S 0 -UU.$ I a. ou': I $=9 1 3 LI..I m pinNm' o mVln 0 c mCK fy I .0 sub IV5 1I 2,c .Suso e, P.n 6W \...d.,u Leo 0 U9 Z o co p co co z Z Om tit W W c+t rn z> o° N 0� ° Inom Ocgt" '��Nrn mzU. oF(1)m r O� 0 m m r WL11 v 4 X =Z W DU) w N C 'j UU c co dd m U z 'a OO 0 cce) Llw 1 0 1 x Vi 4- O 0 C M . O CIO• > (^0 )W ■> L. v rn 0 7D 0 V / M� W . v MML. co «:Ixar.1•a T=251.09' PC= 22+20.68 PT= 26+78.91 Brewster Dri Ye SCALE: Hor: 1" = 40' Vert: 1" = 4, 0 20' 40' BD' 81890 Drawings based on mformslbn provided by others, The Engineer to net rosponsthte for accuracy or compteteness. <F 0 - N I" m D] D] p O 0 J= U L a m m m w c F O a 3 w �i BE r N S s N W OW 0 o L) L)i m HU W- o We o m'bm Iowa t m�N Ow9 m�elm D�+o and y Oyd Q. I ISN'C t3� o°i NVV NaVn^po NG �NOd'O N\GO pEEmu m 0'nI {mNO�6 ' Ome 3 U O'N3 O AU V, Nai —V W O Vl/INU Q�N a9 p�K 799d' .. I ovi ov_iv9 7 too 7 _C9 iBo Ltd, a'o°1i,na a'n UM O Z o _0 W M M Z NOTES: 1. See Sheet C1.1 far General Nctes and Benchmark Data. 2. See Sheets C3.6 & C3.7 for Inset Details. W W Z ro r- M N oOf Z 0 S N P m U ~ S 0 Z t- WMN 06 E m n W Z. 2O NCTE: LOCATION CP EXISTINO BURIED UTILITIES, W 0 m 'a 2 - WNERE SNOWN, IS AFPRa XIMATE ONLY. THERE MAY of 0 (1) �.. aj EXIST UTILITIES WHICH ARE NOT SHOWN. THE TNESE FLANS 00 NOT INCLUDE NECESSARY CONTRACTOR SNALL BE RESPONSIBLE FOR Z J Oao m O > CCMPCNENTS FOR CONSTRUCTICN SAFETY. LOCATING AND PRCTECTINa ALL BURIED UTILITIES. U Ur G co .,N AJ U Z OI 0 ao 0 O tj 7 W LU .- () I ,340 340 O M U7 N N nN hl �U^0 f^ O Ohl N lrl r ^ -N M ( O O Ol lr7 II�� Obi l7 td ONi• O lrl r U1 I" I"f0 iN U7 M td LL7 0 N pdp' N r (V 0 M + M iN N rN M M iN N M M - N^ M } �M M N } } M M M M M M + M M + M U U N U U U N U IU U (U N it U CIJ tl N U 336 U U CIJ CIJ _ N 336 a i > aU IT i 332 332 328 1 High Po Vertical Gurve High Point SEie 21+75.7 High Point Elev. 328 VPI Sta4 Ele 22+25.00 5.00 VPI Elev. 322.66 A. G1—0.62702 —1.557 K- BI Ex. Grcund (� Ex. Ground (Lt) 324 �A (tN•� vJ -'�-----..__ ^� —Ex. Ground (Rt) / 100.00' Vertical Curve Low Point Ste. 25+25.00 Low Paint. Elev. 317.73 VPI Ste. 24+75.00 3�.4 --�_ VPI Elm 316.04 GI —1.657., G2—0.627. 320 J 6" PVC Conduits--,,, 320 ,C WA-6 �. 6" PVC Conduite�f O 1 00.00' Vertical Curve High Point Sta. 29+27.10 High P�7.23" PVC Conduits-� P .62% VPISte. 29+710 VPi Elev. t4?316 G1 316 _ 0. 2%, 2-925% K= 12 B" PVC Conduits 1 � 312 WA-7-Z'e" PVC Conduits'--�8 'I�6" PVC Con uite •C 312 II- 16" RCP WA—pp6-J' G" PVC Condults—fin 308 WA-2 s 308 Approx. location cf 36" RCP existing 6" Gas Line. 304 304 300 300 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 SHEET NO. '- — 25' RP INSET C3.1-A SCALE: Hor: 1" = 10' o s' fo' zo' i 25' RP 25' RP INSET C3. 3-A SCALE: Hor: 1" = 10' ® 0 s' fo' zo' 1 \ S 48'12'30^E_ 2�21.76._ _. ...1—•--'--'-- INSET 61'3. 2-A SCALE: Hor: 1" = 10' ® o s• fo' zo' INSET 61'3. 4-A SCALE: Hor: 1" = 10' ® 0 s' 10, zo' 1 002.09 10157162.83 0569521.76 002.21 _ 10167151.46 f559611.61 �E OF o .gyp,,......, r 5:' it %n5H 1 81890 Drawings based on Infomtellon pmVmed by others. The Engfneeris not responsible for accuracy or completeness. �t O N n m m O O m O t O m m Uj C1 Z m �oF � Qo 3 Z w v01E Y 0 o U�W S O 1lmj r«U T_ p E rr,'d Q v= v 012 o EEsca K�� KeV�n�'re`o o. r t rn o f :fJ �. Z I j m O t -H. 'C qq P 13 e O1fl �V'v c ueooa N o'd O ma o t0 c O NOTE: o:53 © ® Q 1. TAS/ADA Ramps Type 1 sholl have truncated dome brick inserts. 2. TAS/ADA Romps Type 2 do not have truncated dame brick inserts. rim s 3. Refer to City Standard Details SW2-01 and SW2-03 for information — 9;� a o� regarding the truncated dome brick inserts. 4. Unless noted otherwise, all sidewalk ramps ore similar to City Standard Detail SW3-04. See plan view this sheet for width of LW rll r0 rll sidewalks and associated ramps. m O -MM4 m 9 m EK V '0. INSET C3.4-B SCALE: Hor. 1" = 10' ® 0 s' fo' 2 1 n51.49 11.91 SHEET NO. I IRV OF `. 20' RP �• �N: 1n1R7444.66 \ INSET C3.4— C ®SCALE: Hor: 1" = 10' 0 5' 10' 20' INSET C3.4—D ®SCALE: Hor: 1" = 10' 0 5' 10' 20' "dry / / INSET C3.5—,A ®SCALE: Hor: 1" = 10' 0 5' 10' 20, INSET C3.5—B ®SCALE: Hor: 1" = 10' 0 5' 10' 20, 25' RP �N: 10188198.26 E: 3571078.47 TC/TB 316.53- �J 26' RP N: 10168199.46 E: 3571157.27 , o hN m M NOTE: 1. TAS/ADA Ramps Type 1 shall hove truncated dome brick inserts. 2. TAS/ADA Ramps Type 2 do not have truncated dome brick inserts. 3. Refer to City Standard Details SW2-01 and SW2-03 for information regarding the truncated dome brick inserts. 4. Unless noted otherwise, all sidewalk ramps are similar to City Standard Detail SW3-04. See plan view this sheet far width of sidewalks and associated ramps. C 3155R TC 316,39 —N: 10185250.17 E: 3571075.6f ._ ._.. _ -_25' RP �N: 10188275.42 E: 3571079.51 TS 316.04 316.30 10188255.57 3571151.42 INSET C3. 5—C ®SCALE: Hor: 1" = 10' 0 5' 10' 20, �TS 315.99 25' RP� / N; 10186284.88 E: 3571162.33 / 0 81890 OraWngs based or Information prevWsd by ethers. The Englmaarls nol rssponslhls for a=rary ar camptefansss. tt 04 N 00 03 00 U L U 5H m m m 0 Q Z o o rtjoj2 3 I tWYi U ZZ�1Wj_ gg� Q..V O m }' -8 rn N V - e" E�fr}c 1 �S6 [n �� 9 mad 0 Nm o>:a„-oar 00 1 �, CNa 1 oin'Cp N� 1 3 � SnS 1a b 1a a O O. N O a ox O ca p \CdU xx \at - am3ai a9w3 10 1; © a '4 tiA 4 �Y16 I n vc�� I, 1 LL! mdNNa� o99p m�N aad m�� o�9 0 1° 1ov Imm A O U Z o 00 _o C 00 U' Cl) Z z° 0) ti W am 4 W W co rn Z i m O N 'S o M O (A N m Q �0 0 Cq mZLL Ox«?r W Z X W W �Za 0 OC > UCOc_ a0u°d� U Z rn 0 0� O rc'WW ,0 _ n w O Q ■ � ■� ■ i i Y O V SHEET No. W OF W An 81690 till (' RECORD DR _„NGS 1 �O D+awings based an lnforme��avIded by / m �-- others. The ecc��Inoeer to ocmplerrese.slhle for / Toe -of -Slope 326.00 / I ~ 1 \ \ N. 10188347.24 / - E. 3568398.32 / Toe -of -Slope 326.00t N N: 10188333,02 ~�- ��-- --�"�-�i�J .} 'f"1. 7/ j•..1.J�- \ I� o E; 3568402.70 ` = 0 Ditch / Front Slope: 6:1/ / : 4: Back Slope: / I TP 327.03 Z O oLIJ o V �$ 0168��.--•-DTP 327.13 TP 327.06 I' \ '3.t� ,;,� / r cZ_V 12fi4,2fi 7 V i i}28 / \\ k. ;� ��/� / ;- E• 35fi6461.97 \ o F W W W $ / TP 327.13 % 0 \\ 35' RP' ,1 J �`,\ / j^^ 12'-10V " 5•-3" 10'-4 t W x O o' ' v TP3 8 V N: 10188277.19 b, 10186359.2 TP 327.434 �`?6 (�' i \ `\ \ - 2fi 9 O V SOW cut and •_\ ' 1 c / y E; 3568469.51- o^ ^ _ N• 10166270 75 ^ - I L-__� �. Matoh Ex. HMAC. * f ' �ti m`fl _ 1 _ X _ E: 3566454.17_, �. ,rf ,// \ \\� / y - TP 32fi 4 ^�__ , �.•i _ i � � , � f _ a �v„ o .38'` �'-t �. j - �k • t 327 I 1 1 t i� . e e . __ ,� m e •- o m °e P m e =- -' N TP 32fi fi3 o, _ r- ___ ° 2' (t 'i Grade- .c v _ ' -_� '-'-----___-_-_� ---__ ---__ f.. =m •---" c i� @ �, /! \ to -Grain u� G \ 9 't: Y N� ✓ , - _ -a. \ al 0 00 \...;- '�"',,y,.� :. tea., @ 1 J � "I} • \ \-..3TP 32fi 50 ---c 1 -1 1 .:,', s" m •� yr m � m m m a'K ySta. 0}00 - B�nu Rd� ' J o 32fi Ga 3 d \ P} j.L• : 40188181.93 •�' i ,�^/ . ,/ :. , f� i / �N b , P t \ % 'a . -, - `_ r... l TP t32fi.30 m t I �- E: 3868381.93 _ - �'=Grade-ta-drain _ �y .�- �/ 3� \ - X - - -=`'- H----__. , _'-_ - �- I1� 1 \ Matah ext. 9raund. m m y o m ,n v'S 5- - "_ i- \'----`_ >.•�N t \,,.- .-TP 337 i[•�J'r. l^ i / 1 c_ o �0 - /L 114'-1" t ;I /•I� J EXf POWer Pole -Match t.TP }9raund. ( 13'-" (n 10'- 1 O ��a UO �. _. o i 6 11 SY of 6" Conarete Pavement a c� a I OE-gB OF-,=c-�_.. o�E94 j -to_be removed. I \ �# °fin na.- S a5 / ' t n . r. �I \ I � /tt w 3 ® 12" O.C.E.W.m,n3 0 °o TP 327.13 I{(3et �F l 1 1 / ' " ! I I TP ±326.75 © ® a 6. �. J N: 10186264.26 / '�� _ } '• i` OE---16 SY of 6" Concrete Pavement 0 OF I 0 1 Match ext. ground. Cn E: 3568461,97, 40' RP I I;` I W�#3 ® 12" G.C.E.W. ` I OE 0E QE 0E 0E OE- ai ini s / N: 10188272.48 C TP ±327.00 _ .m _9 .-0 E: 356e525.93 � �,- / \ I tt / I Match ext. ground. \ CNN cJ `D m"ot N• 1018 311 25 3Z7 E: 356e543.55 / I / INSET "A" W aacf oomui23 mm Son oa: ° Sta. 2t47.6 �8arron Cut -Off Rd.) / I / m m � .. , ° •`a Sta_/46++92.74 (WS Phillips Pkwy) N f Soule: 1' = 1G' I ° L p°g p / 3Z6 N• 1%6371.45 tj J �. �m a �_, ° :t -a / I I F/3bfi8541.14 �rCP II �°'°rnpa m P c o E c i I o uao�.-°a N O Barron Cut -Off Rd. SCALE: Hor. 1" = 40' ,pQ " __ ' /i\ 0 20' Vert: 40 1 4 so, - - NOTES: 1. See Sheet C1.1 for General Notes and Benohmork Data. 2. See Sheets G3.6 & G3.7 for Inset Details. 348 348 00 10 O U1 c!7 0t I].M- O !I II I{ {{ II II N II 344 cn in 344 340 340 336 336 332 332 Ex. Ground (�) Prop. ement at Gen Grade of Gentorlino. 328 -------:-� - - - - - �,�- - 1.Oo� 328 Ex. Ground (Rt) r j 324 Ex. Ground (Lt)� 324 320 320 316 316 312 312 308 308 1+00 2+00 o C M Z z O Ca prj r tuW0� Mr a) Z > �Z)in��m N n = O m Z LL O n W z m o C m X Lll �L! W -0o mines ZZQ� otns a J - �; 0 5 r7 U z c 40 0 ,r U Z a o o M =3 W L) x t^� r�n V / M CL 4. O ^^0 '0 -F� L� U q C M Q C f�n W 0 0 W W SHEET NO. V f3,322 LF to q of Barron Road.—f1,215 LF to q of Victoria n Avenue. Remove 180 LF of white stripe 99'-7" Remove 73 LF of white stripe as per TxDOT 677. Ext. White Stripe I as per TxDOT 677. I "One Way" Sign (TMUTCD R6-1 R) N: 10188543.74 — — — — — — — — — — E: 3571111.43 ——Ext_Yellow Stripe— —' -- — — — — — — — — — - — — -- — — — — -- — — �- — — — — — — — — Edge/Pvm`t. I — Ext. White Dashed Stripe 431 SY of 8" Concrete Pavemet 306 ver B" Stabilized Subgrade. i- Begtn topor,--- Fxj, White Stripe - N: 10188488,00 257'-3" Ext. Whl E: 3570809.85 4 _ - D Neat Sow Cut J End oow cut. ._ � 3d 1 F of 0d" _�N. 10188503.28 Sign as shown in construction drawings. (as per TMUTCO) II E ') L :1 �r E::TF:1 II II / 2-3/8"0 Coly. Pipe Post 14'-0" Deceleration Lane Neat saw cut. Match new Ext. White concrete pavement with Stripe existing HMAC elevation. Existing HMAC Pavement 7'-0' (min.) 7' Slip Bose 2" Max. See Note 2. (Flush Oesiroble.) 77-7777179 ..t e' 4 . 3 —0" (min.) p 12"0 �-�-�-- Concrete Footing NOTES 1. All sign hardware to be galvanized. 2. Slip Base shall be eeleoted from TxDOT approvod list of triangular slip bosss. - SIGN DETAIL N.T.S. f 1'-5" HMAC Removal SECTION A -A SCALE: Har: 1" = 20' 0 10' 20' 40' 60, New 8" White Stripe NOTES: Expansion Joint 1. Saw -out Joints shall be installed within 24 hours of — — — — — — — — — — Sow —cut Contraction Joint placement of oanarete. JOINT LAYOUT FOR CONCRETE PAVEMENT N.T.S. PLAN VIEW ®SCALE: Hor. 1" = 20' 0 to' 20' 40' 4'-0' Shoulder -10" — 2'-0" —� 8" Stabilized Subgrode B" Conarete w/#4 ® 12" 4" Topsoil (min.) JOINT SEALER (SONOBORN SL-1, OR APPROVED EQUAL 0 1/2" SEALANT DEPTH) SPEED DOWEL SLEEVE, #6 DOWEL ®12" C.C. OR APPROVED EQUAL :T/ BACKER R00 a a d 4 T e a'.' O Q d a 18" 1/2" REDWOOD, BITUMINOUS LUBRICATE THIS FILLER, OR APPROVED EQUAL END OF DOWEL. NOTE: 1. MAX. SPACING AT 80'. TYP. EXPANSION JOINT FOR CONCRETE PAVEMENT 1/2 Joint sealed with 1/2" Joint sealed with Sanneborn SL1, aI Scnneborn SL1:7.4 approved equal 1 4" R approved Formed Metal / 1/4" Sawed Joint Keyway Plate. 3/4" // 15' Spacing (Max.) / 1-1/2" Min. Depth. a r '.. Lap 15" (Min.) NOTES: 1. Saw —cut shall be installed within AReinforcement as per 24—hours of placement of concrete. pavement section. 2. Spacing shall be maximum of 15'. CONSTRUCTION CONSTRUCTION JOINT — KEYED JOINT — SAWED IYP. EXPANSION JOINT FOR CONCRETE PAVEMENT N.T.S. State Hwy. 40 R. 0. W. Varies — Ex. Asphalt Pvm't. 111 LF of LF of 24• m RCP, OL N MATERIAL DATA TRENCHING DATA i1l Vof STR SAOKFlLLOF STRUCTURAL FILL DATA 320 320 316 316 312 312 Grade to Drain 0 20:1 (approx. 30 LF) Prop. Grade 308 308 F BYT—Slope ; End Treatment 1 (TYP ) 0.30% Ex. Ground Grade O Drain 0 0.389 (approx. 366 LF) 300 300 296 296 292 292 of 0 E n CCD v 0 t0 f— O rn v C 288 L J W 'J I 288 v Lr` ii in LO t m � 00 o tow -a284 o to d m 284 5+00 CULVERT SECTION VIEW SCALE: Hor: 1" = 40' Vert: 1" = 4' 0 20' 401. 80' I r C�P��Tf "1�1 0 .. Ij> 2ots`:* 0 J. DALE BROWNE, JR. 81890 others. Tha 8ngineer Is not responsible for accuracy or completeness. 0 w r O Q Q = 0 C? Z m rm rm �Q9 fw- 0 O t Om Y -Z r4yO�d O W wW S Q U 0mo o m r� c a 3 i3 v�xm Imo a w�^ " 'b :E �pp o: m a:v°i E!, m la a tit- cy orns,om +`v oa• ¢ a Z OV t t w �N 1 5NY NV 1 3` Nto� coa htri Nop O N_ pCpp� \Co.0 Nvv 0V+h\.aI m\�v om 34i c0 6G2. o'G� © a a V) — .(N.1 U d C (O• V — V V \ Oii LLl tami3,: 1�im t 3vr mO aN co maN mom¢ I O V V f I V S a rra=^aa 0" ^`a µµ C VC 0 Z o ro 0 m ro m Zz o 0 UJ W O1 Z> m°% N to o M 0U) cog M CD 0 in O m Z LL O H fn co °0 W o c m ti LU Z � oLU � X W W 0 v mil' =ZW g�,� 0 ?y c, > U C ao m 't 42 U Z 'C p 0 M 2UJw U = VJ�W�/� \�CU / C ^ o U) `(1) ■ S7r � ■ f� W W O O ■ n , ^ ®Wn' W ■ SHEET NO. i of r�r�ll BROWNE" X 81890 ,%t ! I CW21 =.50L, 4B" X<:48" ti L V o ! �l Q I. I,I Shadow Vehic TMA End h1gf rot at i nor f I osa i 1 1;6t i rig, I erobe lighl �e• o I o M 0 to X 1e with' i ntes-1 ty;, ashi'no or I m i eo (:ZrRIGHT , a.. SHOULDER I, CLOSE CW21-SaO, ht6le wPth 4B.t. X 4B� 1gh intesity; flashing, I ng or ahts. CW2b=1D' 48 to -X 11 0,11 ®, -5aL A -M ©' � ff f 1 J 4 M a5 ,I +u 0 a' L fr! woRK _ - r I -Y C: END ROAD WORK G20-2 L' © 48" X 24" v v_ � .2_I ' VI r— Minimum Suggested Maximum Desirable; g $uggested�- �Posted Formula Spactn of TaperLengths Channelizing Long:itudinai Speed # 0evlces Buffer Spaae C 8 10' 11' 12' On a On n get.. CL to N; Off set Off set Off set Taper Tangsnt` 30 2 `150' 165' 1>80' 30' 60' 90' qO; L=WS 205' 225' 24535` 700rjrrVehlale wth" 6.0 265' 295' 32,0' 40` BOW id high intesity, ng; flash45 450' .495'-540' 45' 90'` 195' ing, a l tnhtsr 5550' '605` 600` a0' i 00.' < 240' 55L,=wS 660' 55' 11 D.' 295' 60 600' 660' 720_' 60' 120' 3a0'" m 65 650' '715' 7B0' 651. 1'30J 410' 70 700' 770' r. 8;40' 70140 475' 75 750` 825' 900` 751 150'' J BO B00` BB0' 960` BO' _ 160' 615'',__ LEGEND: Type 3`Barr dale ■'■ ChanneIizing DeV166i F—Irb Heavy Work Vehiole TeuokMounted.Attenuatory :(TMA) Trailer Mounted Portable Changeable Flashing Arrow Board Messoge'Sign (PCMS3 -� Sign 3 Traffio:Flow, Flag LLO Fjogger' _ #`Conventional 'Roads:Only kv }�#Toper lengths have been rounded off: I, L=Length of Taper(FT) W=Width of Offset(FTY S=Pasted--Speed(MPF RIGHT` o SHOULDER CLOSED TYPIGAL VSAGE_ MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM; CW21-5oR DURATION STATIONARY TERM STATIONARY -STATIONARY 4S" X '4.B"' TCP(5-1a) TCP(5=1b1 TCPt5-1b) IQ 0 Lf1 RIGHT GENERAL NOTES SHOULDER'' CLOSED 1: A Shadow Vehicle with c TMA show I d be used anytl me it ;can - CW21-5oR be positioned 30' to 100` T' advance cf the area cf crew 4B" X 4B" exposure without odversely effecting the;performanoe, 1000 FT or quality of the work. Type 3 barrioodes or drums may be_ ! substituted when workers on.foot. are no .longer- present ` -when ad64, Veh1616 with_ CW16-3aP approved by the Engineer: 4 and high lntes,ity,, 30" X'12" taf,ing, flashing,, 08 2. 28" tall or toiler one-piece oones will be allowed only for aiilating or =otie' lights• Short Duration or Short Term stati'_onary operations when wcrkereare present tc rnaintain"ttie devices upr;ightand 1n RIGHT proper location. Intermediate Term stoti'onary work -areas 1 SHOULDER should use Drums} Vertical Panels or 42" tall twc-piece _ CLOSED 1000 fT - cones. I ti CW21-5bR. v "Lt ( Q' 48 x 48 L L (A in 1 I1MI "1 X%4 L4l1ITIAiww1. I 1�l11:1; SHOULDER` WORK FOR FREEWAY$ r EXPRESSWAYS TCP �5-1 -12' QTXDQT February 2012 DN°`TXDOT CK• TXOOT 1) TXDpT CKII TXOOT' REVISIONS CdNT SECT JaB, HIGH4YAY D,IST COUNTY SHEE7�10. 190 �I others. The Engineer is not responsible for eauracy or completeness. N n o o a r 0 yUZ e M.:�o� Q I z z W Wit S 6 W QQ 6 Co a m rn u rna a ¢4� EE �To ¢mo. coV Or / o � o31Om oa �^m 7�1rn'G 7yrn mV¢ m°oamoa O m Yr ppd0 �CyV 0 3m 2:2.z eT o•- �•Cr ® Q Q Cf) C4 CH N '0 v= N c nv oO^O�� vv9v $�mm I 1 �1.L 1 3. W Wit.= so t]WI W O NV a9 Vw pr: se OC N 7 uDyyV 70y C 7C9_ I� a d,. to 0 U� M Z " o M U tM Z Z pM V CP W W M Cl)°' rn > 04 �..�. V M 00 0 06 06zll o~ W Z W 0 X �ZM oU=a —I m of j N C_ cO 6 0 V U Z rn o o M= ICU N r U) O Moto) co) .0 VJ I® SHEET NO. 90nN X- _ Sta. 246+70.66 (1) 12" D.J. 45' Bend g 1 I. 0 n 5i U J. 1 I 1 \[ WATERLINE WA -1 SCALE: Har. 1" Vert:. 1" = 4 = 4' 0 20, 40' ® so' WA-1 Sta. 247+27.86 = WA-9 Sta. 0+76.77 (1) 12" x 8" D.I. Cross (2) 12" Cate Valve (1) 8" Anchor Coupling 8" D.I. Plug (Temperary) 9 LF Of 8" AWWA� 8`Gate Valve C90D, C3D5 PVG \ Sta. 247+28.94 '12" x 8" D.I. Cross 12" Gate Valve N: 10188376.57 E: 3868503.53 / 12' WI 12• w/L ' (wA-1) WA-1) 8" Anchor Coupling 12" Gate Valve 8" Date Valll 3 m / E DF .... j J..DAL.................... BROWN.. JR: IR'. n_ 61690 i.i r-. .1. . -- ubdivision RECORD D NGS Drawings besstl on Information proOdetl by - - Prop. R.O.W. alhers. The Engineeris not responsible far -•. accuracy ar completeness. ' —' - � � � � � � 5-11' R� . � O N ti= :3MZt."--•� _�30 m m a O � ?3 � ? w F S i w 13 = po C Uwo � U U m SM a 30 O C my CE a FutureRa Cy (by others) EeC�a �I:Z3 O my rrnn ac 145.x m crri mS3nmai comm m�0 V16�p, lilpp N pCQam Nv�mm OCO — om3i1 o'mm3 o mo © ® Q CO --.—._.. C'N-a41 eqvm v �.vc ,•O.•' u as m � 3 u LU 1 a .00 1 m 1 p siseicwi p cm Ott I Zm'a' m 'v9 c i a v 'ca a c 1 a ¢mot -. \m om TomMa c \^' a om- my \v'- m `E rmt.a o vaoaa -81 r: -.Vm8 NOTES: 1. See Sheet C1.1 for General Notes and Benchmark Data. INSET /1 a NOTE: LOCATION OF EXISTING BURIEU UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE PLANS DO NOT INCLUDE NECESSARY I CCNTRACTOR SHALL DE RESPONSIBLE FOR COMPCNENTS FOR CONSTRUCTION SAFETY. I LGCATINC AND PROTECTING ALL BURIED UTILITIES. MATERIAL DATA 1062 LF of 12.0 AWWA C900, CL305 PVC MATERIAL DATA TRENCHING DATA TRENCHING DATA STRUCTURAL FILL DATA 1062 LF of Str. eackNll STRUCTURAL FILL DATA 336 336 332 . Ex. Ground Prop. Orade �_ 332 328 1 asq 328 324 1.12 — — -- — — 324 — - _ Culvert #2 __- 5'x3' RGBC �Ex. Ground 320 _` Prop. Grade Q 320 - -co-: —0:237 — - - -- O 0.277 0.247 < E h '• 316 316 J 312 312 0 308 308 M Lo r M to d' C4 t0 M M M p O M O. O .. d: M M W DO W W W W W i , m Ld m L1 1y � c `� II y II 1 1. cl _\ i Iq U t --OU a o 2304 Vn- a 304 f-Z U o ' lO + O W N + ++ + + + Oa a0 xO+ C + O + N O\; Loot M t M N N N N aex) N 7 m � >o CN Ln d' MiI 300 MO w iv II 11 II r .2 M�11 NO ^ I 11 0 pN NM 'N II M M II II M II M II n n =n 300 241*00 242*00 243*00 244*00 245*00 246*00 247*00 246*00 249*00 250*00 0 tic 93 Z o cc)_ a c (� o? Z_ za m ti i- a�i rn LLl W CO M rn m M N y° toCDm � U) � 00 0'T . •=O m Z LL F U) co m C m r LIJ D'- z g x �LLJ d. -0 mom~ J ?� D o '> m U Z'01 00 CD �.�- c � LL we ,U12 W U) JC Ift Q O 0 '� 0 �> W `^w O W S� SHEET NO. 9fto OF ........I� J. BALE BROWNE• JR. t.....................: ... :onE 81890 iJY n UmMnga beeed on lnlormelfcn prmided by othera. The Englneerie ncl rosponslblo for comracy ercompleteneea. d' 0 N r m m m 0 O 0 L 0 i �w� 3 z Y 1 Ld m 0W C7�U o . O U U m r� i3 m _ > - So sow W9 mo mCt O m mNNm O m jr Oda z i +W t o&I -t i�� 1.00 may 0-00 0^O5 O NC� NOe, <'v bO.IC 6"m m o8 g 06I Om3aY O"HNC O HU a m 4 Oaa{{ Nm C�lV9� V m VG avm a a3 VV VV 1 Q. �i3� 1 i tog 1 1 W OON�U v p�m Ogo, i °m09 tvc �nuau �FL MATERIAL DATA 471 LF of 12"0 AWWA C9CO3 CL50S PVC S29 LF of 12'0 AWWA C9CO3 CL305 PVC MATERIAL DATA TRENCHING DATA TRENCHING DATA STRUCTURAL FILL DATA 471 LF of sir. Bookell 529 LF of Str. Socknii STRUCTURAL FILL DATA 332 332 BCSD CSISD Controotor Contract Dr 328 328 g 324 324 i Ex. Ground �� " 320 - 320 J 316 N _- Prop. Grode a V 316 _ Prop. Crode Ex. Ground O ` ® 2.32y a �` I 1----, --- --- —' 312 m a _ -�-__ ------ 312 C_ ulvert #1 1.03% 1.007 3 Brl. 5'x3' RCBC V 0.27% 308 1` _ �_ 308 1' Cir. 0.0 304 304 (o n ^ d' t0 n n n 0) 0) 0) M t` 0 N to 0 G 0 0 A 00 O 0 0 0 0 U n N C 0. n M �y n- n- - n-0 M C E M n C E 300 �„�lov e � � m m �m 1. �;��~ Lij 300 tr]- N° 0 C7 O) D'-0-p N G i Q m-'Z 00 ❑ U m- r N 0)- to t0— d' 0)-'' r t0 d' ,1l ``_ t0 —n- d' W B� V' O- En ~ 0 U i—o-� 0 N 0 '' 0. N- to _Z o U OD.. (O -0- 0 U > 0) i-0- ° N p �NI o. N (`� d .I to + N c. x C7 0 0 _ C7 O 11 WI N 0) } v U 'L" tM t10 + to 04 + to 0 i' an 0 W V] to +1 0 + to O + to ° C07 C 0 _ WI X Q 0 0 1' WI WI d^' } 00 0 a 'L" �' �'� Kl ^ O+j �t 0 V LO x U 0 0 0 t_ n—I to n •�I rq N e e .N— .N— a0 a0 a0 M� M � N p0j � N � N c .N— � N e .N— M ,^ c 04 �(�'-j � N c 04 � N e e .N— .N— aD aD to M � n N j � to to N c e I .N— .N— aD °/P+1{f OD M "`M'.,�"lll 296 N N 1n 1n E N E I �, U) v., U) N U) v.,., 296 .,.,sss ., ., 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00 260+00 0 Zo co a co Ur eo Zz i o c(0 r m W W IY M 4 Z y o N 5 y o co co co N m �(/) �W ._ 0 � 7 ZLLL 10m of 0 c °� f— W W Z. 0 X W d L)oinl Z Y 0 t o UC� °�c � 00) 0 > U z Cb o o .`�- c W w U C'Y) 2 W `V �nn Q �0 3 • U) Qi '> Q) �/ /�� W / 0 0 n� W SMM.� W .......... TFy!��ll it 1 'k 05(11...•.2015:... J. DALE BROWNE' JR. W.. . 81890 i'_ others. The Engineer is not responsible for accarscy ar completeness. O G /cli C0 M M 8" D.I. Plug¢ m m m o in Sta. 263+72.90 / N / o z o o o v 9 (1) 12 D.I. 45' Bend / g Sta. 210+20 47 (WA-2) 3 z x o F S 30' P.U.E./ N. 10187240.02 " / as c9 o s \' (1) 8 D.I. 45' Bend / o CD w ww P.A.E. E: 3569766.58 N \ w = o o -- -- -- -- - ----•--•--•--•----- --. -. N: 10187232.84 / 3 t o 0 0 w Prop. R.O.W. 9'-0" @-R * =E 356977_� 5_� 12" D.I. 45' Bend i One 20'`joint of 8" AWWA C900, CL305 PVC m ,. t t t .'; f 6" D.I. 45' Bend v } min 262+00 -.n \ \ AA �t� �. ,\\� ' ! 1:'._`26'3*8e l —MZ MZ.t MZ.t L--•G(r1Zt --MZ1- MZl Zd��`��MMM��- t + N: 10187232.84 RCP'. E 3569775.71 ` rr ug zoo`. c rr Ei> J, _ ;—="_'--- ' (n 1 m I N 3 m — — — ® _ .._. 12 Gate Val Gate a ve 0. o a I _12Y� _he y m�'S. m \ a. WS Phi//9 PklYy Sta. 263+94.5s 1 8"Anchor Coupling C—'- -- (1) 12" D.I. 45• Bend - " Q in ca�o3w° pco Sta. 263 80 Connect to Ex + 7 0 . 12" W/L — — Sta. 263+72.39i s (1) 12"x8" D.I. Tee Remove Ex. Fire Hydrant Assembly — — — — . t — ©3 a Q ma Q o Y Y — — — — 12" x 8" D.I. Tee — (2) 12" Gate Valve N: 15 9767.79 a — _ N: TDi69767. 1 —(1) 8" Anchor Coupling —E: 3569767.79 E: 3569767.01 (1) 8" Gate Valve _ `� \ 3 y"!n See Inset "A" 12" Gate Valve =NyUN96 9 9vs0 this Sheet. i Ext. 12" Waterline > a m N: 10187232.35 ---- - - --_ _—_ --- s E: 3569767.01 - W — - /NSE% fI 12" ' mo cs o =z Sta. 263+84.69 j - - - - - D.I. 45Bend � m y . g ' cn. =-o _ I o'> u 1 m I n (1) 12" Gate Valve - ; = O e c N: 10187228.24 — — E: 3569767.24 = 6 a . M " e "z o uvti va O uv oac"ri P o V o M Z o C9 Cl) WATERLINE WA -1 Z z NOTES: o m 9 1. See Sheet C1.1 for General Notes and Benchmark W Y rn 4 ® SCALE: Her: 1" = 40' Data z > Mo N Vert: 1" = 4' > ^ 0 20' 40' 80' > 4:toOM NOTE: LOCATION OF EXISTING BURIED UTILITIES, O (/J 00 WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY '� _ = O EXIST UTILITIES WHICH ARE NOT SHOWN. THE (7 THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR ED Z 'T X (n M COMPONENTS FOR CONSTRUCTION SAFETY. LOCATING AND PROTECTING ALL BURIED UTILITIES. - I'"' LLI W0 N C N 1- Z m o d X 'VO (4 fn ~ MATERIAL DATA 291 LF of 12"0 AWWA C900, CL 235 PVC MATERIAL DATA TRENCHING DATA TRENCHING DATA STRUCTURAL FILL DATA 291 LF of SLr. Fig STRUCTURAL FILL DATA 332 332 328"J Ground , 328 Prop. ' W/� E —JEx. Eg 12 324 0 -' — Grade 324 N 2.31 O 320 i� �` 320 — c J 316 — — 316 0 312 312 308 — — 308 304 a 304 N to M rn N 300 m C 0 > _ I- -o 3 2 m ` = 300 o rt—� In 6 to , d rn a o tp 0> .. to to r 01 O 00 0 M a XCD Go 6. UJ W Oi M M t0 a t0 N N ¢C c e NIgoO0 CD 0 MO N rD N C N e ,y�JJ �0 y to M M to .N-• .N— 296 II wLii _ II .° vt �, .. v :�N "fn � n ^ m 296 262+00 263-/"00 264f00 Z Or 00 U) N _J aj q) U Z 'o' O M CD j �LllW 101 rm 81890 2 O R G5\� 0 f GO Sta. 263+72.90 (1) 12" D.I. 45' Bend 30' P.U.E./ N: 10187240.02 - , - - _ _ P.A.E. , - - . - - . _ - , - -E: 3569766.58 - Prop R.O.W. 9 0 R 10 z, MZ-t -. 262 +t)0 v \�fl ` E \` MZ;t,�\"tea j�Z 12W---_`. Sta. 263+94.56 — - - - - - (1) 12" D.I. 45' Bend St0 263+80.57 - Gonneot to Ex. 12" W/L (1) 12 x8 D.I. Tee Remove Ex. Fire Hydrant Assembly (1) 12" Gate Valve N: 10187218.39 - - —(1) 8" Anchor Gaupling -E: 3569767.79 (1) 8" Gate Valve _ ® �• SeB Inset "A". this Sheet. N: 10187232.35----- -- E: 3569767.01 - ' --- - Sta. 263+87.12- (1) 12" Gate Valve- N: 10187225.82- - - - - - - - - - - - - - - — — — — — E: 3569767.37 — -- — — _ — — — — -- — — — --- ...- P •—P_.—P—._P_._ P WATERLINE W.A-1 ®SCALE: r. 1" = 4 Vert: 1" = 4' 0 20' 40' BB' 8" D.I. Plug 3 i ` 12" D.I. 45' Bend i m One 20'`joint of 8" AWWA C900, CL305 PVC 8" D.I. 45' Bend N: 10187232.84 E: 3569775.71 ' 12" Oats VOIva" Cate Valve � '�• 8" Anchor Gou Iln ' p 9 Sta. 263+72.39� 12" x 8" D.I. Tee / N: 10187232.35 - E: 3589767.01 \ 12" Gate Valve �. _ _ Ext. 12" WcterlinB INSET 1 12" D.I. 45' Bend RECORD D NGS Brewings based on lnfonnallon provided by others. The Engineer Is not responsible for accuracy cr compleleness. N M M n M s U L a W� } ooM 3 LU LU S 2 w Wff CL U o ob m :S Ynom Igu^ EEZO .�.i' 5 o v�' 0C Q. &a es CNo OHY ICr 0U y N O an.isi. 40 O S C�vi Z7 N'Y.p a �' 0 © r^ N® GNN G�'O V) 'O W OUI L L I9.1 GL Oa�U 0 % . OCN p.M av mm 0 .0 "cU \ W C W C mo9 ir2 MEC 0ECp NGTES: 1. See Sheet C1.1 for General NOtee and Benchmark Data. NCTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPRCXIMATE ONLY. THBRB MAY EXIST UTILITIES WHIDH ARE NCT SHOWN. THE THESE PLANS DO NGT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR CGMPONBNTS FCR CONSTRUCTION SAPETY. LOCATING AND PRaTECTINC ALL BURIBD UTILITIES. MATERIAL DATA 291 LF of 12"0 AWWA C900. CL 235 PVC MATERIAL DATA TRENCHINC DATA TRENCHING DATA STRUCTURAL FILL DATA 291 LF of so-. Fill STRUCTURAL FlLL DATA 332 332 328 — "' f 328 Ground r-- Prop. J m W/4 E Ex. 12" 324 0 -Ex. Orade v 324 N 2.32% O 320 320 c J 316 316 312 312 308 -- — 308 304 ¢ 304 0 C4 300 11 y II m ``' 'a a II „ 1.0 d e m i. 300 SO LL 10 iW) �, O1 Gl O1, O n�.S f�} + O + SO � C C7 N MC) N c W M to M N N N_ 10 a0 G N N O 296 n n n �....^; V) V) ." . V,. 1n 1n 11 " 0 o� 296 262*00 263f00 264*00 o 00 o 00 U M zz }ID IDtoO1 W W z > CD N ? to N d O< M Otq' =1mNm U) . r�_ 06 06 Z LL. F X U) PN7 O N C ; W W z d o d X d O W� Z) oU.cCD ai UUr a 00 0q o Z '6) CD o `- W w 0,2 rm U CU C�IIIN `— C Q .o �> V J .MM� W SHEET NO. N 99 81890 �i N: iC1723236 "N'tN BZ312.11 1 1 10' Sidewalk wIIU%jwwUUU. JUUUIVIw Ull 10' Sidewalk �rawlnBs bass tl on ln(pmnWn pmvltlatl by E 15611.701 , �1' 0" PL-R. E: 35699D872-• � CSISD Pro er{ - olhnrs, Ths EnBinear is no responsible for (by CSISD Contrcctor.) Property Sta. 217+81.28 Sta. 217+99.28 (by BCSD Contractor.) O sceuracycroomplalarisss. WA-2 Sta. 214+85.47 I (1) Be D.I. 45' Bend (1) Be D.I. 45' Bend O -,a9 _•"a' ,, ,J,i,,,,,„�_� .' .� - -�'• l/; �„J = WA-4 Sta. 240+20.00 N: 101B7573.9B N: 10187584.43 1'-0" PL-R. �. d' 20' P.U.E./ (1) 8" x 4" D.I. Tee I f: 357oa4s.27 E: 35704So.93- o L `..� �� •��,. P.A.E. (1) 8" Anohcr Coupling I Sto. 217+78.28 _ 220+00 " 1'�� N N (1) 8" Gate Valve .. -- SW nl m m m ) 8" D.I. 45' Bend 219+00 �Qy- VQ o 0 0 w0 1 4" Anohor Oou Iln (1 Sta. 210+27.23 ^� 20' P.U.E./ O P 9 Prop. R.O.W. N: 10167572.24 r 'Begin/End 487' Radius Field Bend_ _ th '8Po ,'9� ? Prop. R.O.W. P.D.E. O _ - • o 1 4" Gate VOVIe I f; 3670443.83 0 6W ---•"i' .., ;.!E 35697B0.93 ",;.� ��. ,: 7'q-q�,,.. ` ` ` -_ • . _ 221+00 ._NE2uD z7 - .�°-•;,-,. >Sta. 212+98.36 ,: <ooii��;;;,. �..__- ':----..BW::::>-._- :_... ,. _,. A S 8 3 66 ' - " r„ 21 #00: - V7 a W 2 to 21 + 4. _ _ - o ..._.-. s...... 1 8 D.I.ee. / i r_.._ 6W .' .. _ - _ a1 z o o �m� O ��i .: , .. _. � _ ,... - - . - WA 5 Sta. i250t2000 , . w Sta. 210t20.47. n e� --q, 3 " __-_'_----- {2) 8 Anchor Couplmg`'�-,,_ `'`��, >;'8 -c._, i�.,i.: .., 6.+.00 ._... :> SW.'""_- ..::. - .:: • ,! m _ 1 8 x8 D.I. Cross o S O1 .8 D.I.45 Bend .:::. " Bl /f;. BVVr,,., __�. O cs o o� eW3 aii.. ,, � ~. ff' E _- J o w w 8 N: 10167232.84 _" " (2) 8 Gate Valve fBP ` h - (3) 8 Anohor Coupling ------ ".."` w = o f� cwi 2 E: 3569775.71 ' - - _- - - -'_•- _ - - 1 8 D.I. Plug Tem Ora • Once } . ,. e'. .:, :;.t ' `si -e 1 f 1. ' _._---_ ----- -. I �. .:..... . �- O _9„ ( P rY) VL. _ (2) 8" Gate Vavle ��-�N: 10167347.41�� x 6" Reduaer. m �, f. 3570025.84 , ... --- Sta. 213+99.29 'Ste. 215+43.88 _ v 1) 6" Anchor Coupling _ - a�s `\`" Begin/End 412' Radius Feld Bend ' Begin/End 412' Radius Feld Bend Gate Valve _ - - - - q 4 E e " .2, 0 \ 20 Vertical Curve =5D .1 _-N: 10187436.10 ;$ °_ s f c _ (1) 6" D.I. Plug (Temporary) �,00° N: 1016737a 25 _ -" - ---- -See Inset "B" E: 3570123 14 Q - _ _. - I S _ f: 3570253,01 °°`v. .-- - N: 101 B7B04.9B m \ Prop. R.O.W. E: 35704B9.73 0 0° ` + 1 1 \ \ \\ \1 FUTURE = _--_ - -- ---- Z I I n 1 o&I I3 BRIDGEWOOD ` _ - _� m" u ° ° a a g q \ \ SUBDIVISION � � -- - - -- - Pro R.O.W. FUTURE O a-00:m 1 . 0 1 \ \ \\ \ __ - ----- - BRIDGEWOOD -@oo�+o,�_ - - - - P' SUBDIVISION © Q Q o°nU o^. aQB v°Me op V qu L1.I Ia�U.t 16" mqh r6 0C mc� m�M 2 12" Gate Valve y . ` 12" D.I. 45' Bend / Sta. �. WATERLINE W.A-,2 Tee 12" x Be8" D.I.D.1. Tee Be Anchor Coupling N: 10157232.35 e: 3sss7szolf \ - SCALE: Her: 1" = 40' � Vert: 1" = 1. 0 2040' Bo' s WIL 12" Gate Valve VQ 8" 0.1. 45' Bend 12" D.I. 45' Bend 8" Gate Valve Ext. 12" Woterline \, INSET A" 6" D.I. Plug (Temporary) /I 6" Gate Valve 6"x13" Anchor Coupling 8"x13" Anchor Coupling 8"x6" D.I. Reduaer y \ 8" Gate Valve 8"x13" Anohor Coupling g. W/L 6" W/L law 8"x13" Anahor Goupling I 8" Gate Valve' Sta. 263+72.39 8" D.I. Gross I 8" 0.1. 11.25' end N: 10187604.95 B E: 3570489.73 .\ / 3 H / �\ to 3 /� INSET "9" IAL DATA ICBB LF of B"o AWWA C9Co, CL305 PVC MATERIAL DATA HINC DATA TRENCHING DATA TURAL FILL DATA Ices If of Str. Buukau STRUCTURAL FILL DATA 336 336 Prop.' Grade 332 - - - - - - - 332 Ex. Ground Do - - - - - - - - - - - - - - - '- " " 328 0.59% _0.59% - Ex. Ground 328 0.54% 1 - - - �90% I 7.57y, -6" PVC Conduits - -� Prop. Grade _ -- - - - - - - - ``- 6 v� --------- -- 324 - - 324 30" RC P m .E Ci 4 V 320 008% 0.54% 320 2 J 316 chi 316 312 312 308 E NCq ' N 3 v 2 a 308 _ 7M 70 mI TI 00 m r, _ 00 , N N N It 0 00 EN Q C M a,° • j - Cq i M 10 M , 304 IILj t� m ° O m°I L, I�� = 3 E m 0 a I� rm U > N U>yZp En=U -0_I- 304 1 d fp 1 N p 00 N O- an �-°_ 00 wL> N 't 00 U m 0 m - _ m m _) `70o + mL m cd b N 1n N t0 1n N1n n f0 m It L>cr ,mm emw . U Oo- 0p O + 6In U +O[i r + f m t U"+ + O x U+ 0 I 00 r 00 0 an _ InM m ccQ! N N e -N U N �M W t ry N r rrN% r WE N 00 %C90 m00 ai I L0 00 p`I-p [i 00 00 m 7 00 00 to M 00 00 IUd dN 00 Cq 0D Cq 0tt 0 CO 0 0 Cl t ° NN ao tl .+.e.v0. .v.cvN mmvd N v N m N in : Nv: 0300 v vot il :tU.v v0 L-1 I� 11 300 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 U 0 Z o m o Cl) (� cM z z° di n W W Mi z % m O N Z a, �_ m n LO M Ov) WNO U) r d nif)'T _r .- O [o LL Z LL O X U) 06 F M o Y61 n� n W W z E1g W m �votnF D Z a 0 r J- a1o•> m 0 _N Ci Z m Co O C o � �Ww ,U,= JV=m W M JC: n N N C: �C O • 0 �(J) IL � > C ^^M L.1.. W SHEET NO. 'k �05�11••,,, 2015 's �'• s J. DALE BROWNE, JR. i . 61690 .j others. The Engineer is not responsible for occurecy or completeness O L U O Q}} }} N m m m ODQ 0z goo z Y 0W p W S W W 0M0 0 0 0 ro $ v3 c a$s �m a c0 iisd mEyjV mC%J I a vm rcw pc ¢m c N Id`CI m of m o' o3m ow Z Ian 100"t I 'Vo Vlwvnly�p O\ �N\•'—rev N NO v�v \vtit v - pCpaN pC Soa.0 mg-V o"m in3 o'm if © a 4 No; a... v aaN �s9"U I OVNNU mm p C rn Con Oon -aaa -�o� -a ca IL y. 09 NOTES: 1. See Sheet C1.1 for Ceneral Notes and Benchmark Data. NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR COMPONENTS FOR CONSTRUCTION SAFETY. LGCATING AND PROTECTING ALL BURIED UTILITIES. MATERIAL DATA 877 LF of B'a AWWA C900. OL305 PVO MATERIAL DATA TRENCHINC DATA TRENCHING DATA STRUCTURAL FILL DATA 877 LF of Str. Backflll STRUCTURAL FlLL DATA 328 328 g 324 ---- 324 _ 320 —- \ 0.549 41 : 1.489. Prop. Grade 316 •w i 1.a8% z — — 316 0.97% 312 — 312 i 1.377 I 308 I ---_... 0.85y, 308 ~-36" RCP 304 304 300 N ¢ m ^ ¢ ^ ¢ 300 N N r N m a0 N •t r a00 N O s M¢ Do Do M Do Dod E M E m M= M I Q Do Do M rn M M� O O O o` 296 11 3 LtJ .a 'o• H 11 Ltf -o. F> > frn Ltf Q 11 Ltf 0 LtJ 'o. H 11 Ltf °o O II W! a�i m II 3 - Lt1 w N it LtJ C II LtJ '� G II L� E m i oo-= o_>o_> O—O 0 _.cmi'cai'o �- - 0-' M o _c_ai>�> m -O m m 296 a0 _6 i- > O O x 00 Ot 0 D L D R O U D. O O M M tO p O 0 L D a. D U U i, n �_ C7 cJ �s _M _ 1�-- [O 'S 00- DJ N N--at u7 [O D: u07 '1- O C o c o _ + C o C o_ LO S O 'O W u7 '•t o +• 00 O to M O N N+ O O' m l �'� to N N x Q C'J Q C'J N N x Q C'J Q C'J 0 N N m Io N to C W O+ r N N Cm x Q CD Q C'J f4 t� O) c_V [+O C Ol W r p r O N ° [O '7 d i- a0 0 i- O) - 0 N i- im — 0 to N x a a a a a0 a0 a0 � � N a a a== x a0 a0 a0 c0 c0 [a N Ii. N \ a 17 N _ x a a x 00 aJ a0 " M t7 M N N G Io N N = N N t, M N N = N N M N N 'd 'y pp pp 0 , 292 11 .° v, ,-„-„-„-„-, ::::: yo,' ,-„-,,,,,-„-„-, :::::: Q .o ,-, +�. 11 y N ,-„-„-„-„-, 11 n - n ,o 11 ,6 ,-, ,4,' - ^ n o ,l o ,-, n �n v v":. v m �n :.::: L� v m L� v v n — .. v .. fn z LaJ v .. 292 221 +00 2227-0.1 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 0 U� Zo DO DO (D M Z z rn co ti rn W W I M m Z m CD 0) N > in CD tQ j N Q g r ..a) () O °'ZLL o,>,WM Cd Z N- N r d N Of LIJ Z) Z rno UUr E Dom�� U Z Do CO 5 M= 75;W Lu r0 -2 U) M tC n N (1) C: .� O • e L '� 0.. � > VJ W SHEET NO. 9400 FUTURE BRIDGEWOOD SUBDIVISION PHASE 2 Lot 1, Block 10 Bridgewood Subdivision \ 1\ WA-4 Sta. 240+20.00 = WA-2 Sta. 214+85.47 (1) 8" x 4" D.I. Tee (1) 8" Anchor Coupling (1) 8" Gate Valve (1) 4" Anchor Coupling (1) 4" Gate Vavle N: 10167406.65 E: 3570203.22 (1) 4" D.I. Plug w/2" Tap (1) 2" Blow -Off Riser N: 10167341.02 E: 3570236.71 WATERLINE WA-�3 WA-4 & WA-5 ® SCALE: Her: 1" = 40' Vert: 1" = 4' ❑ 2❑' 4❑' 60, / / / / / 1 f 1 1 1 1 1 FUTURE BRIDGEWOOD SUBDIVISION PHASE 2 FUTURE Sta. 250+95.83� BRIDGEWOOD SUBDIVISION (1) 8rr D.I. Plug w/2" Tap (1) 2" Blow -Off Riser PHASE 2 N: 10167535.93 E: 3570520.63 av Z_ 084Vl NOTES: 1. See Sheet C1.1 for General Notes and Benchmark Data. 1srr1�� Drawings based on Intannellon provided by others. The Engineer is not responsible far accuracy or ownplelenew. d' O N L (;ioz a 0 3 U z o wLLI O�U Q U U m 9; a c.P aN 6R y sc^ EEEu °'g6 yCC �g or �wU6 Km I so Iy`� I`d oy p3rn� oa N z I $ u I.2 r y c l3 O t2 N MIA; 6 03 a _ omI"3 'J "c3'o, 0 oAti © a 4 6ciLd U cp�y'J 6 02 _ > 3 dU �r9^UQ Cry $ou LL.l 9 m 0NNaJ O99�U 09N po9 mCa. p�C9 i $n�9 l9a I `i'i NOTE: LOCATION OF EXISTING BURIED UTILITIES. WHERE SHOWN, is APPROXIMATE ONLY. THERE MAY �j EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE FLANS 60 NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR COMPONENTS FOR CDNSTRUCTICN SAPETY. LOCATING AND PROTECTING ALL BURIED UTILITIES. MATERIAL DATA 74 LF of 6' AWWA C900. CL 235, PVC 73 LF of a AWWA C900, cL305, PVC 76 lF of 6' AWWA C900. MATERIAL DATA cL305 Pvc TRENCHING DATA TRENCHING DATA STRUCTURAL FILL DATA 74 LF of Str. Boak6fl 73 LF. of Btr. 6oakfl1l 76 LF of srr. Baakrn STRUCTURAL FILL DATA WATERLINE WA-3 WATERLINE WA-4 WATERL/NE WA-5 348 348 344 344 340 340 344 344 340 340 336 336 340 340 336 336 332 332 336 336 332 Ex. Ground —\ 332 328 328 Ex. Ground Prop. Grade Prep. Grade- 332 / L 332 328 328 324 324 l / 24' RCP Prop. Gradsx. Oround 1157, 328 0.047 328 324 0.00% 1' Ctr• 324 320 0.45% 320 324 324 320 _ 320 316 316 to 320 a 320 316 1 316 312 to 312 O_ O M - ttU C4 N N W C4 O I- to' N to d' M tl� a N a O O �� _' d 3 'a II v II M v II N m C4 a. �_ v M 316 D od Uri 3 o: Lai. 316 312 �a�=d a > �' c � m 3� 312 308 t1�3 �a ,�,m� ° .a 308 _ �. OI a > - a —a—" a a OI 01Q- U > > _rli_ w Ui r- ~ 'L N O � °' CO Orb ari � � y .0 d O at tb ••f N a' O M - p � � o W a- 2.- m o .- ri a + '- MN - c O + �a tB o f Om\. L + d' ON d' (Y x U o N [7 �tB p _ N S+'J _ O d o _ �m N + o� O � .a., (a U .a., . ° �i� d o o 0m cV M VN' VN' N ��t� x O O dodo00 N (W N cc cc tl'd' d' C4 d' C4 tl'N N10 d OJ W OJ tO tO tD C N QO e N N e e i N 312 .a.. In �, n .�- "i. .a. �� , �- ^ 312 308 $ rn II �. 1 ` � O rn � O �. (n 1 .a-•. �1 (n ` " 308 304 ° �' a r7 N - - - .. d i i .... 304 �.�.�. �.�. �, a �, (n (n 0 U� M zaDO a m z zo W � rn W > >, Co a` m O N j N o O fD O 'SgN Crf to ^ O M ITZLL OXOMN x W O N N C W z Cx XW vNm!- �zQ otns gi —� > UU (1)w U z rn o o; W w U I S LO W 1 n Ax W Q — .4 (y)^ Q (� C W p .� Q L 00 SHEET NO. 1 J 11 J. D.........LBROWNS. JR. •'(•ram Sta. 221 +50.80 (1) 8" x 4" D.I. Tee (1) 8" Anchor Coupling (1) 8" Gate Valve (1) 4" Anchor Ccupling (1) 4" Gate Valve N: 10187788.59 E: 3570747.08 FUtU gU8DNtis1oN gR1DGEW PHASE 2 Sto. 208+00.00 �y.-V �l (1) 8" GateAnchor Valve WA-8 Sto. 227+21:18 �N: 6" D.I. Plug (Temp.) (1) 4" Anchor Coupling = WA-2 Sta. 227+21.18 N: 10t88215.54 (1) 4" Gate Valve 11) A"YA" O.I_ Cross E. 357t074.30 Sto. 0+0 0.ke oo ! j teWg �' (1) 8" D.I. Plug w/2" Tap W WA-9 Sto. 0+76.77 6 �f 2" Blow —off Riser j + WA-1 Sto. 247+27.86 L t t •®'.•� W 10188317.21 E: 3568544.86 j (1) 12" X $" D.I. Cross ' I I Sto. 0+69.54 3 j (2) 12" Gate Valve +I Sto. 0+07.31 (1) D.I. 45 Bend N j j (1) 8" Anchor Coupling Begin 16" Steel Enoosement N: 10188371.06 1 j (1) 8" Gets Vavle k` / E: 3ssesee.e5 j 11 N: 10188322.88 N: 10188376,57 E. 3568549.46 I'� j E: 3568593.53 Sto. 208+56.85 j I I j grope. R.O.W. i FUTURE (1) s^ D.I. 45' Bend + I x fI j BARRON CROSSING N: 571131I ' I I USUBDIVISION E. 357t131.07 .07 15' P..E. Sto. 2C8+69.82 + 5' P.A.E. \1 (1) 6" D.I. 45' Bend N: 10186219.38 F' 3571144.02 Sta. 208+72.82 (1) 6" 0.1. 45' Bend N: t67t147'WATERLINE' WA E: 0186219S5 ®SGALE: rt 1" z::4 Vert; 1" = 4' 0 20, 40' 8D' j 1 CI ITI IOC Drawings based on Infcnaeuen provided by others. The Engineer is net tesponslble let eccumcy or completeness. d• O N r O O O a M30 �On F m m m ww �Xag 1�+fw o (D(n w ggS = O Ili 00:0 O U U m $c m uE mscma EEPta tom 9 o=Eue pp �o.0 x$ `o '^ v, 1 1 •d.. f an o mm o o m Z 10� ' 1ON or 13` _0W aC O mcddi �c0 8 0�3. s+-O o"mm3 µ\'a 1 u'K t�'a © a K Cn N�nnmo Cad w CNtJ 9 U) 9sIs \— 5.8;5- O N 9Om V09m / �t9^U ¢U:: •¢ o m. mom m p 09m OO mrat rr mNCa �G V. n m mdUm OQ� mac :cm�wS`iu oEwr MATERIAL DATA 74 LF of 4' AWWA C900, CL305 PVC 74 LF of 4" AWWA C900, CL305 PVC 95 LF of 6' AWWA C900, CL305 PVC 7 LF of 8' AWWA C900, 60 LF of 8" AWWA C900, CL305 Restrained Joint PVC 15 LF of e" AWWA csoo, MATERIAL DATA CL305 Restrained JointPVC CL30S PVC TRENCHING DATA 16" Stof ee[ E casement TRENCHING DATA STRUCTURAL FILL DATA 74 LF of Str. Sockfill 74 LF of Sir. 8ockfill 95 LF of Str. Sookfill 7 LF of Sir. Sookflil 5 LF of sir. 800kfm STRUCTURAL FILL DATA 340 WA-6 340 336 WA-7 336 332 WA-8 332 340 WA-9 340 336 336 332 332 328 328 336 336 332 332 328 328 324 324 332 332 328 328 324 324 320 320 328 328 Ex. Ground . ExGround Ex. Ground —_.. �Ex. Ground Prop. Grade \ 324 — 324 320 320 316 316 324 \ 324 _ __ Prop. Grade Prop. Orod1e� _ Prop. Orade Jam...+ 24" RCP 320 320 316 316 312 312 320 0.38% 320 — —1e' RCP 0.24% 0.00% 0.24% 316 316 312 312 308 308 316 316 312 4 312 308 a 308 304 3— _ 304 312 _ 312 r. N to to W •t T N to N to N M N M 00 M r 0 N M N 01 N n 0 W a v • OdcIi— N — •d' C. `- ^ — N — p p N N i. m a ~ E N ttoo IIn M .�- N �j Q al al M M ar ar c c M M M M M 6 - M a M QI M M M M M a. Cn N E ai ad Od I N ar W 0. .3. y a a IIN `c' t:' II `c' 3 a I- II �' c II m �' c 11 �' c II o '_ c m II '_ 'II E m v II .3_. ``' m a II W' c II W' c II W' c II �J c II �' E m M N a a o W oaEia o 308 o a a a >_ 308 304 o m o m > U > M a M an 1E 304 300 to m m .�. 300 308 II m c n n n to 3 o m n '> m > 308 m=m 0> ua-. U 4IO O q _.. o--N- O 3 �> N -- N to — --'Po- N .- N N 0 _CD D Q-SJ N .- V7 —W N M N NN W N —.�- -> tcJ _p�_ > D: _ N N w trl c tcJ m c tcJ m r 0a U trl O— �> -a- an�> 3- o Mi. ° t N t N aqogaqo 00 d 3 - O+ to a ° t N t m aqoco M M 'a'd. in ••Y r, 1 O d le) + O to N r Q. 4 a' M 'Co N ,�; N n th 00 - t y 4 y a' O }• N x Q U Q U + 0 a m +d' 0� x Q U Q U += 0 +-+= 0 0 0 0 +- 0 0 0 + 0 +- 00 O +rc W N to +=+ 0 0 0 0 +— 00 0 +=-+- 00 0 0o 0 0 a ci I ne a. to r,Nai to to 6tot6r iI n .1• x�apOV � U 0o p U p to N tp r n n r n - n c 0 a N x 0 0 0 a 0 + 3+ •- + 4 + 0 +_+ N c c + O e e e e e 00 00 0o 4 d• N e N N e e e e e 00 00 00 d• 'd. N° N° * N * e N° * * N N 0 N 6 st 00 N° C4 0 e tp N e tp N e to N e 00 0 00 a 0 a 0 0 0 0 Ci 0 N 00 00 0 00 00 .,ai 304 fn n ..a. 304 300 .•ai fn n .�- a r. .,ai " ,a r.. :. ..a. 300 296 ++O a (n �, .a+ '� O :. O �, .a+ a 296 304 a .�eQ] ..a. N ..a. c .,ai i-. .. +a• 'a•' a � 304 �, ........:. .. .......... �, .. �, .. �, �, .. n . to .. .. �, �, .. iz N 0 M to W " �, " �, :.� �, "" 4 Co 0 M U c M Z z } rn W � m 't W > > M a)Z > as N �52InQM Ofn >�Nm 00 o �ZLL OxU)M F W W0 0) C N n z 0 X 2' W u v t6 U) =Z� gU) ai —f — 0 a) (j U c co 0 a' Fm UZc 2 W W Q U S W co W C 00 �I-- 1 ^s- CL 3: 06 a0 C r'I � U/ n O W O co SHEET NO. MMTMMMMM -� OF h**.! f* .1 0 ...d:05(� 1 0 J. DALE BRON �I .qn: 81890 others. The En9lnear Is not respoosiolo for accuracy or completeness. 04 - 327 — \ Sto. 6+12.67 ` y a Lot 1, Block 10 \ End Pipe Construotion o Bridgewood Subdivision — .� 1 Crode—To—DroinN: 10187567.37 — I- 'I _ _GSiSD Property — \ 1 \ E 3570455.14 c ooF ._—.---- _. _ _ _ I I 328 \ \I - \ pro / / / 0z 0F f w _ 0 Ste 5+79 20 z Y o F S A D o h w ZSW COnst. 5' Rea Inlet o s w z o cz \ C �aT/ D 50•518aWoik .°3 ijSi�v Od "_.330 \ W%'2 8W�a�+ • ""��'6� m a� rc e c m° v' '.rc 3z's.z9' .. mo 1 /,i ,' i•i S �a� jjf,. i. �o .. 'y_.. - 10187555.40 !E: 357044939 D] / —.. 04N D�+m— 'm a "TOP-.1-Box 33220� N: 10187278.99 �. _. .— .— .TOP-P�2j] \ N: 10167278.06 \ E: 3570003.55 _ Sto. 0+01.50 ITL 326.51 Junotion Box (3' x 3') \ / \ N! iC187279.45 FUTURE \333 — _ — E: 3570001.12 BRiDGEW00D \ SUBDIVISION \ 1 STORM DRAIN 05291-1 ® SGALE: Her: 1" = 4 Vert: 1" = 4' 0 2040' so' Sto. 3+19.22 Gonst. 5' Reo. Inlet FUTURE BRiDOEW00D SUBDIVISION 1.03 Sto. 5+33.67 Const. 5' Rec. Inlet N z I.0 N ,,°m Ipz i3'p NUjO N°°p, N_p6 O NC�N �v.,t _ pp°•VIO3m0 �CO \..5o. _ Om.'T-.N 2 mN.R- OyqU M © Q Q NU .2 _.0 p m mvm i .0�ON m pN mMN m Ud. O U p C 0 E I GM pj 01Og O c 1-0 a wog MATERIAL DATA 314 LF of LF of 24"0 RCP, CL III 209 LF of LF of 30" 0 RCP, CL IV 31 LF of LF of 30" 0 RCP, CL IV MATERIAL DATA TRENCHING DATA 41 LF of LF OF STIR. SACKFILL 41 LF of LF of 3C" 0 RCP, ct IVTRENCHING DATA STRUCTURAL FILL DATA 314 LF of LF OF STR, BACKFtLL 2C9 LF of LF OF STR. BACKFILL CF 3sTRR.. SAC FILL STRUCTURAL FILL DATA C x Oi Nj c c c +g I to to 340 sm .210 Aa 1nLo 340 _ *: a c 'N C C G U CJ U oo O J 336 1.01 1.02 1.03 1.04 336 Ext. Ground 332 Prop. Ground 332 328 0.34% 328 324 0.777 t• Gr.T — 324 2.g5q 2 Q 320 �_ Future W/Po,s°Z`°^ 320 _ _ 6" PVC Co dulta �`_ 2 t' CIr. WA-2 316 316 312 312 .-. to m 308 v N v O M e M v M C U M 308 04 I � 2 dam' M to _ N O I" C M M 7 N O N N ln0 ttoO N N M M I� _ N� N Off.) t� N M M O N M M N ^ o� - M Mi II - II M Mi II II -"'. M Mi II II II CS �, N N� r41) to '0 14 e41 II �• M II �i �, Ni II + to e- I IL I 2 304 >J >J - >J II Lc, >J 44 >J Lc, Lc, Lc, I>_) II I>_, Lc, t o a o W 304 1f00 2f00 3f00 4f00 5*00 6f 7*00 0 U4 Z� co m co Ur A Z_ z Lu Lu Q: o) rn Z > y o N OO = d, N a) co m (' � C)Ln r- = N Zu 0 Xc O 0) C 0) r Lu LLI Z O X m U Lu d a cc D Z o) O o ' d rn m �oZ G o �� C o r 2E W Lu 1UIm2 • - Y / O 0. I C .® n� .Vi CL _> r� V , U) .0 ca Q E L. Cm -0^^ �mo VJ W 410IAolii!i�11 i g P .OF .r%�' 1 ``�XSS` f D5 11� " 2D15 a * �$. J. DALE BROWNE, JR. / 81890 1r9�1 Stu, 5+44-33 --- Const. 5' RED. Inlet / RECORD DRAWfNGS Drawings based on Inlermsllen pro lded by others. The Engineer is net responsible for To 315.67 5026 // I - soonest' or completeness. ;E: N ( f / C 0 88288 N L 3571138 / Sto. 3+37.97 ✓ / _ " / �CkQ / r; 0 0 0 \ Grade To Pion 1 Begin Pipe Construotion a N 10188280 ( .04 f N: 101562i 9.27 t \ 1 s]„o3 / Stu. 5+04.33 ° . E 3571 73.55 `i TC 315.71 � N 10188282 I Const. 5' Rea. Inlet - Ji R z \ f I Q DSO E 3571139, I _ i- i- i- . a. 3 O ^. r08 TC 31520 TC 315.50 F Z X O N! 10185226�!\ TO 315 58 9/Y 2p l I O N. 10188221 2.03 O U U t \ ( 3571135� q m / 11b / Stu. 4+42.90 E. Junction Box (3.5' x 3.5') « v�s rr a mod p to .. es l `3?0 Q � Rm 03030 OCO oso a'mm3 4mc°e Sto. 4+29.57 / 5, End Pipe Construotion i aP�a-_i > per- '/•....�!�r ✓/ / Install RGP Plug ® Q Q r a �YJ'------�"""-3;7 N: 10186225b5 \ N: 10188029 / J E 3571089 '9+•t \ C mm DrU 9O ' �.i"`N! 10188024 T317.30 > LI_I 1 a 'cei .= I iL 0 m9Y1 m p& j \ N. 10187854 TC 319.81 ,- / t'1 R — = .C"' 9; r 2.G2 ( \ \ ' i m v 1 u I y o E. 3570935, N 1018]558 \' j` - J J Sto. 2+38.31 \ f Y � � `� m Y u - E 35]0940 � -.- --- .. , :.. * .. • j .. CDDAI. 5' RAn. InlAf � I \ _ 2.0 \Stu. 0+10.00 Gurb Inlet r N l ® SCALE: Her, 1" 40 Vert: 1" = 1' 0 20' 40' 6C' NOTES: U o 1. See Sheet C1.1 for General Natee and Benchmark Z M outs.— m 2. Abbreviations: CD G.T.D Grada To Drain Ur C? z zo as CO 0)ww� % �]0) m o N . m Z ry / CDc) NOTE: LOCATION OP EXISTING BURIED UTILITIES, J (A 0 (n. _� N m 0) WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE 07 0 r r r � O THESE PLANS DO NOT INCLUDE NECESSARY COMPONENTS CONSTRUCTION CONTRACTOR SHALL DE RESPONSIBLE POR Z LLL Q X (A M FOR SAPETY. LOCATING AND PROTECTING ALL BURIED UTILITIES. — '- . w w • r o.b x MATERIAL DATA 221 LF of LF of 18" 0 RCP, CL III 20C LF of LF of 24" 0 RCP, CL lit 37 LF of LF of 18" 0 RCP, CL 111 LF of LF LF of LF of 24 0 RCP, CL III MATERIAL DATA 364 fi 0 RCP, CLfit24 TRENCHINC DATA 57 LF of LF of 24" 0 RCP, CL III TRENCHING DATA STRUCTURAL FILL DATA 221 LF of LF CF SIR. BACKFlLL 2C0 LF of LF CF SrR. BACKFlLL 57 LF of LF OF SfR: BACKFlLL 37 LF of LF OF STR. BACKFlLL 64 LF of LF CF 24 LF of LF CF STRUCTURAL FILL DATA SIR. BACKFlLL SIR. BACKFlLL O n - —2 ,1+X SD -3 C I +6 +6 X7 332 n V) "' In ° N 332 328 (v 328 N C m — C C U CO U U m C U - - U C � U C 328 12.011 2.02 2.03 12.041 328 324 2.03 324 324 _ 324 320 320 Ext, - — Ground - ----------'-----�_--_._.� Prop. ` ` _ Ground 320 320 316 316 ` — "�►.�. Prop. Ground ---- �`--._ L Ext.� Ground 316 316 312 312 WA-2 2 --- - _ --�. 0.84% — 2 I 0.51% 0.47% 0.48i 312 s" PVC conduits 6" PVC c 312 308 .. 308 1.4' Cir. WA-7 Eutul- n I�O LPhors 6' PVC Condul 5 308 I' Cir. WA-8 T08 304 304 304 304 300 300 o 0 sED �� o 300 v. �� "" 300 296 " C9 _ � N N N aT 296 f` O f0 n M�J dam.• d• C O L j n M 00 to to 0) U) 60 rD O rD .- Ci f` O O rD n a]io > °1 r; (L r0 m to co n r- o C i s Iq C a it it - o ti it + H rL to n n MID O - t= O 11 If U It 11t r= _ = o r= -C.- + 11 11 it d• MIX a. 296 tt it L� J tt It Uj 1>JL.-I It I� - I�I�IJIf 11 O O 1>JI>J 1J 296 292 d �, O° m _ _ _ s a 292 � L L w = 1 *00 2*00 3*00 4-AOO 5-AOO ryw N 0�°�~ :DZd tOUr c co mvw U Z g o o j �wLU U,-= M1011t11 J. W OF 61890 0' Lt. / Sto. 0 9.63 Connect to 5'x3' Box Culvert BCSD Controotor 1 / N: 1018778 74 _ _ I E: 355957_ N v; Const. 5' RED. ' I WLLI :pry / I Sto. 0+98.63 Connect to 5'X3' BGX Culvert N: 10187773.8$6.02 E �ss9463 Z6 . Sto. 4+70.04 r r r — r • — e U inlet r r rr ._ . Const 15' R o Curb r r — ir . �._ �� , 1 3 / � "_ .._.� . _ � . 1 --_.. — / )�I�I llir_.,.. / c TC 318.84 'L --_• --_• — / / P N 50187524.71 i — J Sto. 7+99.12 / 12W" 12W i�w')ir r�ilrl314ir• --UE _y U�r— E 3569428.57 / TC 359.25 , % ---�(j r L; •.. —UE f N: 1 1 7514.05 / „ , ; , / 0 `� Const 15' Reo. Curb Inlet- ......... • — .._ — • �— -- ` — a�•� — -- — 30" RCP rr 12W--- PE. 3589440.50 `�--`l •,C;,, ' PAE & 1SUE 1 y1ZC MZL T ...., / . _ �; Zl;;.....,. ' MZl �--MZI MZl ..,a• ,�:z. __._ UE__._ 1 y / TC 326.68 N. 10587839.42 '(Special Inlet)-"".%-'It"M I / •I n:irui , r '^`�., ,,. / i"� Zt _ __•__ _'A'-�� =_55+00 - MZt ��M7 h . ___ u. snsao3nsvt 1 N: 10187294.90—- 11 / E: 3559655.57 / STORM DRAIN SID- 6 ® SCALE: r. 1" = 4 Vert: 1" = 4' 0 20' 40' 80' 1. RECORD DR ellNGS Drawings based on Inlemron nwlded by olhars. The Engineer is nol mopenslNs for amuracy or compleleness, O N C3 0 0 0 �° Q m m m OgQ n W w ~ W_ S S2 E3� � d W w S oW_U C3 U U 8 MII Polyethylene Fabric m m Secure to pipe with Tope Groove Ends EE_� "tea 12" Cement of RCP v` e� C9 m8 0 0 /JI 1 I Stobllized (n �t Nw$ SOnd o'-m o.rn oa _ Z I�� I ornZ 13 O ''.od�nv�'o�mo oco �••' Op]3zi 0'a e1'S 0-Go 7/ N `— 3/4" Treoted Plywood out to fit Inside �gd of groove LLI 1 t 3 I t cvi m O'eOVY]U pC09, OCV ry I�"�s19° Ivg ?m�'Vv OdJ mU'L TEMPORARY PLUG DETAIL �m��9 mt�M� aim �mn NOTES: 1. See Sheet CM for General Notes and Benchmark Doto. 2. Abbreviations: G.T.D : Grode To Drain NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE GNLY, THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SRALL BE RESPONSIBLE FOR COMPONENTS FOR CGNSTRUCTION SAFETY. LOCATING AND PROTECTING ALL BURIED UTILITIES. MATERIAL DATA 73 LF of C 24" RCP. 349 LF of LF of 30" 0 RCP. CL IV 321 LF of LF of 24" 0 RCP, CL III MATERIAL DATA Iof ll 14 LF of LF OF 14 LF of LF of TRENCHINC DATA TRENCHING DATA STIR. BACKnLL ao" 0 RCP. CL IV73 LF of LF OF 349 LF of LF OF 321 LF of LF of - STIR. BACKFlLL STRUCTURAL FILL DATA STRUCTURAL FlLL DATA - STIR. BACKFlLL STIR. BACKFlLL 31• O y C %] Ui +O C C O 332 °�� 1 � d O En 332 W_ 0 BCSB Contra r CSISD Contractor W U 01 328 6.02 s.o3 328 s.01 324 324 Ext. Ground i /' % 320 320 '� Prop. Ground Culvert #1 I See Sheet C5.4316 316 for detoiis. «; Prop. Grade -1 — — 312 — - — - — - — - — - — -- ---1-_ — — 0.50% — I 308 308 304 304 300 N o M 300 O � � N: � 0 rn M `t 1MO to to O Oi M to O Oi Off - O .-CqN 0 to U7 to 16 p0 N, N II A M II 11 M in to M to M � l� to - M M M, to � O O d 11 O i J - 296 296 IlJl IJ IJ IJ IJ J -- o Do o co Do Do co Zz° CD ti } 0)O> LL! LIJ co ~ 0) �! W O a N c , W v o m U) g N Co f'o- zU. Q xNco F oi3 W Lu Z N C N X LIJ O FLU d zR 00�s O U c Do O 1;} w U Z •Orn O O c- �LULU CUCO2 co 0 VJ O .� .� > E 0 ""'o Q— 0 0 W SHEET NO. a i 1 v 3 0 0 L I/ m o Appracoh Channel (Typlcol both sides.) / I Sta. 2+14.0 End Drop Inlet Begin Box Culvert N: 10187749.65 E: 3559124.80 i Drop Inlet (See Detail) 73 LF of Pe4stricn Guard rail \ � N \ r Approoch Chcnnol .o 0 m (Typical both sides.) Sea details sheet. eet. 1 rL 373.2i `1 1 4' I 5,. A I I ; 1 I i 332 328 328 324 324 320 320 Pedestrian Guard Rail 316 Ground 316 —314. 0 Ex. Ground 313.25 �, 312 �. — -- _ 312 Prop. Drop Inle 59 LF of tD 10'Prop, \`✓ / (See Details 3 Bbl• 5'x3' RCB Ground ® 0,80q 308 -------- Ghannel� 308 304 304 300 300 to 00 O 06 O — O 296 296 a3 O m 0 cU N �— + Qo n�o N om + p - N oa m 292 v -o d W m -o rn W m 292 Ex DROP INLET DETAIL (SECT/ON VIEW) NOTES: 1. See Sheet C1.1 for General Notes and Benchmark Doto. 2. Abbreviations: G.T.D : Grade To Droin NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHBRE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE PLANS DO NOT INCLUDE NECESSARY CCNTRACTOR SHALL BE RESPONSIBLE FOR OCMPaNENT$ FCR CONSTRUCTION SAFETY. LOCATING AND PROTECTING ALL DORIES UTILITIES. SECTION B-B #4 O.C. _-- LIKU) //VLt- / Lit IAIL (PLAN VIEW) Undisturbed Cr Compact Vories M (motch ex. grade) I (match ex. grode) Ex. Ground - - Proposed Grade (ta he hydromuloh seeded \\w/tookirier within 46 hm. � for final grading) SECTION A A BOX CULVERT & WINGWALL NOTES: Qi Designed according to current AASHTO Standard and Interim Specifications. Preoast Culvert Wall — O2 Precast Box Culverts shall conform to ASTM G850. O3 All reinforcing steel sholl be Grade 60. Cast —in —place concrete closure (Place 4—#4's as shown) — O All concrete sholl attain a minimum 28 day compressive strength of 4000 psi O Unless otherwise indicated, reinforcing bars shall be adjusted to provide a minimum of 1 1/4 inches clear cover. Cement Stab. Bookfill End of "Conorete Box Culvert" Q The bottom edge of the top slab shall be chamfered 3 inches at the entrance. SECTION C—C See Gectech Report for information-/ regarding fill under structures TYPICAL PRECAST BOX CULVERT EMBEDMENT DETAILS ?�PC6 OF TFk,11 � it r • � �'• it *� 05111,•„• 2015s*, J. DALE BROWNE, JR, I ..........................., bo % 81890 JA U'awnBs aase0 on Inlamle;0r prowoea oy clhers. The Engineer is ncresponsible for s=,acy or mmpleleness. d O N m 'O m C3 m S r C 2 m m CG 0Q < I— m O Q w w vXl C3 o UF w wLLJLLJ m �0A m m 9 rr— VDU 15 m O iJ OVV m �L'() K m K.- ca Km mCN OwV mmlam �a}a m p ONC z I �m I oe'iY 132 On cmm Nara ma m°"5 ml _ or°n3Y o"in3 �'m� © ® 4 (n Y U 12 A o m�a—o3� vv I amr�� Iit ! se LLI mpu'ci m O'm9U m9N �OV ma', O�9 N m(J.i1 V c c �m�c�rs\—o4 0 Z o r Do o m U Z z to M } W LU oar m Z iIn N O N N m W (, r0 CO mZIL D "Mm atS 0 m a) ti m D W m b -o �Za atn c a 2m,> m U c ro a v m C.)Z O 00 O j 2 W w C) 2 (�3) V) W ._ 4- 0 i n wo .0 C VJ C . \ CIO V ) 0 0 > 0 U (3) 0) M_ ■iMM� UJ SHEET NO. 2f00 3*00 5 J. DALE BROWNE. JR: ..... ............. 1 . siaso : a± Too —of —Slops 326.00 N: 10188347.24 / E: 3568398.32 Toe—of-51ope 326.00 E' / N: 1118833302 E: 3568402:70 / N Lit L. Y z_ i i i i ----- / DODO. Channel Lining Sta. 1 +00.50 _ End Box Culvert 323 Grade to Drain / ® 0.75%- / / / / / / I / / / Crewings besetl on Infonnellon proNeee by others. The Englneer is net responsNile for accuracy or completeness. N mmm 000 e i Q w 0 3 0 z 0 0 U00 c a O 0 1n W W W W U 0 U U so O F y q ;�� EEr� ��i• z°u9 z�Ucp z°�`o OY N (D so m 0 z 3m N_V y I(lO�G. N_rp p O,Wei Nspp d, m\mP� . \us\u}T\a�. — 6183410cn '��+.n3 omU © sQ 4 _ !1 ii \ ONIJO� y.Di 9O1n O v'i v- (mj 11�00 B.: Is Q 0 L1J 0pN W p Np pa9N ac mCK p,_ fy 1 8 .> a:06 me m c CUL PERT ,"' NOTES: SCALE: Hor: 1" = 40' 1. See Sheet C1.1 far General Notes and Benahmark ® Vert: 1 4. Data. 0 20' ao' eo' 2. Abbreviations: G.T.D : Grode To Drain NOTE: LOCATION OF EXISTING BURIED UTILITIES. WHERE SHOWN. IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE PLANS 00 NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR COMPONENTS FOR CONSTRUCTION SAFETY LOOATINO AND PROTEOTINO ALL EURIED UTILITIES. J44 J44 LO N W O Of J40 J40 N 0 O U JJ6 1 JJ6 Pedestrian Guord Rail JJ2 JJ2 Prop. J28 Oround 328 326.00 iR.— 325.50 J24 Ex. Oround 324 Prop. 49 LF of Ground 5'x3• RCBC 0 0.74% z • J20 " �. J20 �- 16LFof 5'x3' RCBC ® 0.74% J16 J16 J12 J12 LQ to to ^ 1, to 3 � � _ 1, " 11 g J08 O O > of to 00 0 N M O U O 0 304 O �y m = p �, '0 0.9 J04 1 *00 2*00 J+00 0 U9 m Z_ " o � o � Z zto } W N r W M rn Z > ° o 0 N r tY t O to _ fn ,mod. c M j Cn = co cV '✓ w � ton � .0) UI j O Dcli O 0 wm O N C N I- WW Z N d Z. L W y •p m U) Z 0"' $ (n L N O{ U (D C c0 N U Z 'O O O r 2 W w U r 2 M c cu .� 2_ > � . 0.. .� 4— N / m O U o wo W �,Mmlmm\L�a Refleotorized Raised Reflectorized Raised Pavement Marker (RRPM) Pavement Marker (RRPM) Amber (Type II -A -A) at White (Type I-C) Installed 4" Wide Continuous 20' spacing. 8" Wide Continuous inside turning lane at Yellow Stripe (Typ.) 1" (Typ.) White Stripe (Typ.) 20' spacing. 4" Zia (TYP ) -% 4" DOUBLE YELLOW STRIPING 8" WHITE STRIPING NOTES 1. Pavement Markings, Symbols and Text shall be Type 1 marking material and installed in accordance wtih Tx00T Item 666. 2. Symhels and Text shall be centered in its respective lane. 3. The 4" double yellow stripe shall be Installed at the center of the roadway (i.e. centered between the face of ourbs.), unless shown otherwise. TYPICAL STRIPING DETAILS AND NOTES N.T.S. VARIABLE WIDTH VARIABLE WIDTH 3" FAIN. I 3" MIN. M v S' MIN. �5 ST ��e T LoMonteCar 0 M amascus 3500 N " 3500 3" MIN. L_I i" MIN. L Background- Green Type Letters- White Type General Notes 3" MIN. I 1" MIN. III or IV Reflective Sheeting III or IV Reflective Sheeting 1. All names assigned to public streets within the city limits shall be unique and not be '2' EDGE OF SIGN NEAREST TO THE FACE OF CURB M'" Identical or similar to any existing public or private street name. The street name must Damascus N 3500 OR THE EDGE OF PAVEMENT, WHICHEVER IS be approved by the City of College. station and shalt not be named after any living person,. �- APPLICABLE SHALL BE A MINIMUM OF 2' FROM THE EDGE OF PAVEMENT OR FACE OF CURB. THE 2, Street name signs for public streets shalt be manufactured with a 0.125' aluminum sigh blade, measuring 12 Inches in height. \ EDGE OF. THE POLE SHALL BE A MINIMUM OF 3.5' 1 FROM THE FACE OF CURB OR EDGE CFPAVEMENT TO ALLOW FOR 36" STOP SIGN. 3, Background sheeting and legend shall meet ASTI.1 D4956 Speciflcntlons for Type I77 or iV `3.5' MIN. sheeting standards. n )_' SPACE FOR FUTURE REGULATORY SIGN 4. Lettering shall be 6-Inches on a 12-Inch sign, 5. Lettering for street name, the secondary suffix and block number shall be Clearview Font 2 with 100% spacing. Modifications can be made with approval from the City Traffic o Engineer, - .- WEDGE TUBE SHOULD BE FLUSH Z 6. Street .name signs shall be at least 24-inches In width,TO but no more than 60-inches, 1/4- ABOVE GROUND < FOR REUSABILITY 3^ r 7. The following abbreviations shall be used For all suffix abbrevla'tlons, Alley -ALLEY Height -HT Road -RD - iv Avenue -AVE Hlghvray -HWY Square -SD r. Boulevard -BLVD Hilt -HILL Street -ST o w n Circle -CR Junction -JCT Terrace -TERR - County Road -CR Lane -LN Tollway -TWY Court -CT Loop -LOOP Trace -TRACE tueulAR ^ LA SOCKET Cove -CV Parkway -PKWY Trait '-TRAIL Drive -DR Pike -PIKE Way -WAY 4" max 12" Expressway -EXPWY Place -.PL Freeway -FRWY .Plaza -PLZ - FOR N ^� _ 12" MIN REFER L TZDE DETAIL INSTALLATION GENERAL ANCHOR I. ATCN E3. Cardinal directions should not be Used as the primary street name. if a Cardinal. 24 MAX REOWREMENTS. MATERIALS. AND HARDWARE. ENTS. AND direction Is used it shall succeed the primary name (e.g. CARLL LANE NORTH). The following YFI/2' DIAM. ROD USE WEDGE ANCHOR rOR LOCAL STREETS ONLY shall apply' CR #4 REBAfl _ - Northabbreviations North -N South -S East -E West -W N rUSE CUNDAI PONS ON ALL STREETS CLAssInED AS MINOR Northeast -NE Southeast -SE Southwest -SW Northwest -NW . 1z•. COLLECTORS AND LARCER 9. Street name sign(s) shall be mounted on a 2 3/8' (O,D) bronze pole using post cap and REFER TO Tx00T DETAIL SMO(SLIP-I)-os FOR GENERAL STREET NAME SIGN DETAIL sign tee, Location of poke shall beappraved by the City Trnfflc Engineer or designee. SLIP DASE INSTALLATION REOUIPEMENTS, MATERIALS, AND HARDWARE USE IRIANCULAR SLIP BASE FDU14DARONS ON ALL 10, Street name sign poles located within the Texas Department of Transportation STREETS CLASSIFIED AS MINOR COLLECTORS AND LARCER Right -of -Way as well as In Clty ROW on streets with. a class) Flcation of minor collector and larger shall be !ns' using n Texas Universal Triangle slip base system according to ixDOT Standards SMD (SLIP) 1-02 or most current nt version. Street name sign poles located SIGN STANDARD within the City .POW on streets classified as local street shall be Installed using the Wedge Anchor System according to -TXDOT standards S14D(TWT)-02 or most current version. An approved equal may be substituted for 'the Wedge Anchor system, GITY OF COLLEGE STATION 11. Sign Mounting brackets shalt he 12' long bracket For flat street name signs. DEPT. OF PUBLIC WORKS - TRAFFIC ENGINEERING PUBLIC STREET NAME SIGN Q 0111 ur Ceneae Sle Uon. Au,unl. zeoi REVISIONS 00/11/02 DATE DESIGNED ORAIYN CIIECK ED 8/14/07 08/01/12 08/01/12 1 TO I ape NOTES: 1. Traffic Signs will be installed as needed by the City and will be installed upon acceptance of public infrastructure. Contractor to Instoll street name Signs and poles only. The block ranges are as follows: A. Street Nome/Sign Post #1: 400 William D. Finch 0 2200 Brewster Dr. B. Street Nome/Sign Post #2: 2400 Brewster Dr. 0 4000 W. S. Phillips C. Street Nome/Sign Post #3: 4000 W. S. Phillips 0 240D Brewster Dr. D. Street Nome/Sign Post #4: 300D Borron Out Off 0 3800 W. S. Phillips E. Street Name/Sign Post #5: 4000 W. S. Phillips 0 2400 Drewster Dr, 2. Troffie Control Signs will be provided by and installed by the City. Begin 4" Double Yellow Stripe. - STRIPING DETAIL AREA 5 - End 4" Double Yellow N: 10188571.89 - N: 1018) E 3568295.82 See Sheet C6.4. Begin 4" Double Yellow Stripe. E: 356g N: 10186147.02 Begin 4' Double Yellow Stripe. E: 3558781.99 O N• 10188779 72 e. 3588040,24 N \ to End 1552' Radius N: 10187942.72 E:. 3568987,72 Begin 1552' Radius W. S. Phiii Parkway , X - !' N: 10186048,53 E: 3568886.14 - X - - X - - X - 5DO LF of 4" Double - X 331 LF of 4" Double - X - X '• -� �\ _ r Street Name/Sign Past #4 Yellow Striping (Type 1) w/RRPM (Type II -A -A). Yellow Striping (Type Q w/RRPM (Type II -A -A). / NOTES Striping and pavement Markings along Brewster Drive and W. S. Phillips Parkway will be j installed by the BCS Development (BCSD) Contractor and the College Station I.S.D. (CSISD) Contractor. A majority of the striping and ;% Street Name/Pose #1 pavement markings are to be installed by the BCSD Contractor with the exception of designated ; striping and pavement markings within the i,5' Striping Detail Areas 1, 2 and 3, which shall be tK �� installed by the CSISD Contractor. 219 LF of 4" Double 0 VE'RALL STRIPING PLAN ® SCALE; rt 1" = 1 Vert: , Vert: 1" = 1' 0 50' too' 200' Yellow Striping (Type 1) 001 C �� V\ jw/RRPM (Type 11-A-A). d', `G`. ayf v End " Double Yellow Stripe. \ Q j Q• N: f3571120.99 E. 188272.06 XD in Be 450'-0" Curve. 9 N: 101882 f 8.43 E: 3571121.26 tl, 210 LF of 4" Double Yellow Striping (Type 1) w/RRPM (Type II -A -A). i / End 4" Double Yellow Stripe. N: 10168017.00 E: 3571051.63 162 LF of 4" Double Yellow Striping (Type 1) w/RRPM (Type 11-A-A). End 4" Double Yellow Stripe. N: 10187842.11 E 3570687.14. Begin 4' Double Yellow Stripe. N: 10187815.52 E: 3570849.87 Begin 4" Double N: E End 4" Double Yellow Strip, N: 10187270.0 E 3589905.3 Name/Sign Post 4D3 LF of 4" Double Yellow Striping (Type I)- w/RRPM (Type II -A -A). End 4" Double N: E: l f JRD Off\ !`-Begin 450' Radius Curve. N: 10187292.88 E: 3589988.90 122 LF of 4" Double Yellow Striping (Type I) 10" w/RRPM (Type II -A -A). R450'-D" End 450'-0" Curve. -N: 10187875.45 E: 3570933.87 5P6°F rll J DALE BRON.NE JR. ;°_• 81890 .;�i UrdwMgs based on Intonnallon provided by olbers. The Englnear is net responsible for occmacy or camploloness. 0 N h O DO DO 0 uj CD Z m m m � o00 < r Ld LU Z x ~act 0- o 1 o w �w� 8 C-)0 w ow U 3 a3 m vino. a co W� WmG v � C o'-{A m o3'ppn�� arn+o oo. � ayo-j Z a 1 yl g 18, N Y 1 3 NtiO NO"0„a'Da O N x 0r We o c o �I?yoyl1 c�i ��+ppr v'�5 Om3.�O'm i;; OnU N C NN C7 a 0 > IoSci"' a9" w a vr IS ¢to.y u a¢-m B W I wool 1� 1 ..ai moN 0 o �O maN O 0)a'C o ?OO C ry 101 �v .,. S v .- m -- Oa I 0 C-) C? Z 2 cc CM cc Z Z In rn In O Ca CD M M I- CD W W Z> m O m N 7 > T) t, r M Ov) =ccwm m rn I- a) Ln ~ .- CDm Zu 0X(n� W ZLLJ m O x Of W N -O U) ~ Z)ZM O(nt O J - rn O > C C7 W 0 Z 5 CD o, CZ CZ �7. W ul CDU 1 2 �w + rm_ W 0.CL . e� 4-a v w / ® 0 0 0 Street Name/Sign Pest #5 ^, Name/Sign Pest #3 a � MM LU SHEET NO. 90A 1 I : OF j J. DALE• BROWNE, JR. 0 %Si890 .•000 Q�i TAll striping in Striping Area 1 to + \. he performed by CSISD Contractor. BCSD CSISC �'--r--! I_ Contra or Ontractcr II 71 - -I - 320 LF of 4" Double Angla Point 3 RECORD DR NGS N: -D18752a.6s 29 LF of 4" Double Foce-of-Curb - Yelicw Stripe (Type 1) DrawiotherngsTheced nlidanIs no enresponsiblerovidefar E 3569407.62 Yellow Stripe (Type I Irt j o w/RRPM (Type II -A -A). - - - - P ( ll ) Ii i - - - - - - - - - - - - - - W/RRPM (Type II -A -A) _ _ _ _ _ _ _ _ _ _ accuracy arampleleneas. i I I i Ii Ii Fcce-of-Curb Face -of -Cuff coo of l 320'-5" o o P 12" Yellow Stripes N i i l Left Turn Arrow i i m Anglo Point m m m o "Only" Symbol N N a at 45' of 10' O.C. N: 10767491.97 Angle Point O 69 LF of 4" Double n a o a - -__ _ (Typ•) Yellow Stripe e r Begin 4' Double Yellow Striping. _ '- E: 3569444.18 N: 70187416.93 i P (Type 1) E: 3569519.13 m Begin 600' Radius Curve. I �- _ _ -_-_ _ - End 4' bauble Striping. 0 o w/RRPM Type II -A -A. N M. 10167767.25 l - _-_-._-, N: 70787569.22 i i O Q ' E: 3569123.20 _ - - _ E: 3569357J6 12' Ia,I }. ___--- -'"- II 1l I End 600' Radius Curve. --------_-___-_ -_ =__- __--- N-__-_ -_N _ - - _ _ _ Nr Nr �O� i N: 10187716.14 - E: 3569193.39 W. S. Phi//ips PoNcwoy O 0 z W W O' I Face -Of-Curhi- Begin 6' White Stripe End 6' White Stripe. O O 6' Radius Paint Angle Paint I W S. Phillips Parkway U U O F ---'J !-•--) �. N: 10167626.92 i00 LF Of 8" White Stripe (type I) N: 10187560.26 I I N: 10167520.16 N: 107874fi3.03 cc y _ (� •--•-J E: 3569275.20 w/RRPM Type I-C E: 3569349.76 - O = O U 1 Contractor CSISD ( ) N N E: 3569403.62 E: 3569436.18 O U U tractor Ccntroctor m Angle Print d, Face-cf-Guth N: 5693915.71 i E: 35fi9399.62 FOCe-Cf-OUfi ro s , in -. - - - - - - - - nc•- o E. mc$. mew m � 32'-O" 32'-0" 32'-O" I B u 1 a a t 1 m° 22 h S .s to m.•, to °• � a. 100'-0" 60'-1i" 55'-i" Z 1 1 & 1 i05'-1i" 69'-4" s a O Yioca:umi'' i N O in 7 C O \Ctmtnu BUT m3�pl o81 "a nin3 8 nU © Q Q STRIPING DETAIL AREA 1 m Nro� ro ro�40 .Y000•- M-b7u roe ci9 Qa-Oy I n"2c"�- I �.9 1 3.Y SCALE: Hor. 2" = 20' Lt 1 .00 v v p e D o c mam mrom to roro �� av ro.Sro 0 to, 20' 40' a�za� vat aEn µ n \vl UN\BU \tea ro 01!g ma c 0=.0 �.� o Dy ' d u^ o o a'c3 6 2 -8' N �. O� Z _O rb _O 00 Z z n y O N z > .O Ca Begin 4' Double Yellow Stripe. 78 �Q) LO sn O U) p cV 01 Begin 1DW Radius Curve. (q h d , N: 70187270.07 M . h •- / E: 3569906.34 / m `7 p X Cn N R7 Zu �-a.:� / gip^ 06 c Z N N h W W 2 o 2 x Lu a M U / End 100' Radiue Curve. t N: 10167259.96 / (,� () / Ee 3569667.72. - U Z 2 W w U x / 117 LF of 4" Double Yellow Stripe (Type 1) Begin 6' White Stripe. w/RRPM (Type II -A -A). - N: 10167245.26 ! / E: 3569845,80 / "Only" Symbols / /MD.) r 9 An Point 11 �/ N: 10187236.35 _ Right Turn Arrow 70 E: 3569654.63 MD.) 56 LF of 8" White Stripe (Type 1) 12, 4" / w/RRPM (Type I-C) on both 12'� " sides of stripe. / 4 �2•-4" 0. All striping with this dashed box to 24" white be performed by CSISD Controctcr. Stop Bar All other striping outside of this (27 LF) I Left Turn Arrcw dashed box in Striping Area 2 to I I (TYPJ be performed b . End B' White strips. p y BCSD Contractor. N: 1b187212.53 ' /� - E: 35698b0,22 v, 0 ' ■® End 4' Double Yellow Stripe., (13E 3569BD9609 ( ' ) N: 10167203.80 ■ v®1 Sign Pcst #2 w/Street Names � �,/ -- N: 10187225.68 t \ Ei 3569785:94 _ Angb Point _ _ _ 1 ♦ \ Face -of -Guth Ea le Poi s ss6 " _Sign Post #5 w/Street Names, - - - - _ _ - Face -of -Curb �• �.. �.. ,■ ,,, - j- N: 10187164.04 40'-0"-- _- I ♦ ♦ E: 3569824.19 ..�.d 213 LF -of 4" Double Yellow Stripe (Type i) End 4' bauble Yeliaw stripe. 0 1 ♦ - - - - - - - - - - - - - - - - - --_ "Onl " S mbol Left Turn Arrow N: to187zns3 i ♦ _ Begin 4' bauble Yellow Stripe. w/RRPM (Type II -A -A) y Y (TyP•) E: 3569751.20 N - - - - - - - - - - - _ _- O N: 569566.46 .- 2'-0" c c -= c _ �" 4-ij E: 356956fi.46 Crosswalk Bar 1 e _ (2' Wide x 8' Long) 1 24" White - _ d / 1 i 289 LF cf 4" Double _ _ _ Q v Sto _ End B: white stripe. `oi 1 (17PLF) r m Yellow Strife (Type I) _ _ �\ Begin 6' White Stripe. N: 10169743629 1 - - - - - - - - - • f- E: 3569743.21 _ iV w/RRPM (Type II -A -A). � -- *cci W S• Phi//ips Parkway i o I ra 1 1 End 4• Doable ®/ 100 LF of 8" White Stripe (Typal) M 1 Yellow Strips. io End 650' Rodiaa Cu". ` Begin 4' bauble Yellow Stripe. 32'-0" 32'-O" i N: 10187746.63 N: 70187177662 Begin 622.5' Radius Ourve. w/RRPM (Type I-C) 217 1 i E: 3569646661 183 LF of 4" White E: 3569811692 •--� N: 70166926.69 Crasswalk Bar 1 1 Stripe (Type 1) w/RRPM �"- E: `69992.66 Face -Face -Guth - - - - - - - - - - - 24" White Sto Bo (12 Wide x 8' Lang) 1 (Type 1-0)• ■� 1 Fcce-af-Curb �24 LF P ARV - ( ) 1 AMV Face -of -Curb ` ■ Sign Post #3 w/Street Names < �< 100'-0 N: 20157196.00---------------- ------ \ �4 \�� `-a E: 3569733.29 rY - - - - - - - ^ ^ - - '- ^ Begin6sb' Radius curvo.� h _ End 622.5' Radius curve. 24" Whito Stripes _ N: 10186973.18 ° at 45' at 20' O.C. ` ` ` O - - - - - - - Facc-of-Ourb;7 SHEET NO. STRIPING DETAIL ,AREA ,2 ®SCALE: Hor: 1" = 20' 0 to' zo' 40' ��❑� Begin a" White Stripe. Begin ramavoi of existing white stripe. N: 10199486.00 E: 3670809.65 Remove 180 LF of white stripe_ per TxDOT 677. 180'-0" — STRIPING DETAIL AREA 3 ®SCALE: Hor. 1" = 20' 0 10' 20' 40' "One —Way" Sign (Type: R6-1) �N: 10188543.74 E: 3571111.43 �o f y.l Existing White Stripe 0 of MA asrtpa. y 0j Remave 73 LF of white stripe 45 Symbol E. 3570989.4204 <=> Right Turn Arrow o 1rn ' I - I�"Only" End s" White Stripe. r N: 1D700492.31 E: 3571069.16 I I� psr Tx00T 677. 34 LF of 24" White Stop Bar. End of stop Be N: 101S5491.95 E: 3571137.54 End of Stop Bar. N: 10199459.71 Sign Post #1 w/Street Name N:1D E570 32'-0" 32'—D"E: E; 357t106.27- N: 10188490.54 �E: 3571153.44 3 80'-0" 20'-0" �2'�B„ 100'-0" /~ STRIPING DETAIL AREA 4 ®SCALE: Hor: 1" = 20' 0 to' 20' 40' P�6 OF TFigN i it;: � '• �+ 11 j �+f... 2015 •i �+ 1 j J. DALE BRDWNE, JR. if %1 0' 61890 't f `.�FG �•',�i %IIN�ONAL Fes• � wee RECORD DR NGS Drawtrgs based an infsnnellen provided by others. The Enginaar Is noI responsible for accuraq or completeness. a O N n O O O .0 U L O 5� i-- m m m 3 u9 Ow �� W VUdc) OF�V U Sqoq o ro �ig rn 9 ; N EE KVV (r4VC K�U 0 I ee ldwo mcy of ow be y O49 p�+w Oaw e N V z 1 �1 O\ a a N\aoYN \p a1IC N <03asa Oc V +0 om°Sii oyrn3 om�f ci ui V U N $�L > u mU V'ww vSV 990 2r 9QU" $o a9i LLJ <t t V OaNNU pCN pcK i..l� I o• U d yetis d,nn y..a \y U \yam �asz o'crn_ roi 1^� y9 0 o u �'a' u Y^YJJ OU90Q ^U9 .-O'aV N M 4 O (39 Z o co — o M (� c) Z Z rn } O to d) 0)W t` W > O 0) N ..�. U M 0 [1) 5 N 00 Y N �sz~�� ixz LDO WW ° d L X W. W a°li °o m U ~ D W o —Q �tM '> UU c 'a d r42 tl Z 0o ro =. W 0 w U S nw' Vi�W�^^ � 06 0. C )., U) W �}� � �VJ o� i..L r / SHEET NO. �goo i 1 IVIV — HLI GI[IVAI_ t_ tii Scale: N.T.S. Vanes 10'-0" Sidewalk Varies See Plans. See Plans. I I 6'-6" 10'-0" Sidewalk 5'-6"- Undisturbed or Compacted Fill Varies 10'-0" Sidewalk Varies See Plans. See Plans. f 6'-6" 10'-0" Sidewalk Undisturbed Earth or Compacted Fill 77'-0" R.O.W. 38'-0" (BC —BC) (Sta. 10+72 to 14+94) (Sta. 17+32 to 18+08) Transition from 38' to 33' Street from Sta. 18+08 to 16+85. 33'-0" (BC —BC) (Sta. 18+85 to 29+30) 2" HMAC Pavement 6" Curb 3% 3% (TYP')� D a 6" Crushed Stone 6" Stabilized Subgrode Scale: N.T.S. 77'-0" R.O.W. 36'-0" (BC —BC) (Sta. 10+72 to 14+94) (Sta. 17+32 to 18+08) Transition from 38' to 33' Street from Sta. 18+08 to 18+85. 33'-0" (BC —BC) (Sta. 16+85 to 29+30) 8" Reinf. Ccncrete Pavement 18" O.C.EW.) 6" Curb 3% 3% (Tpp.) �6" Stabilized Subgrode 33' At 38' STREET SECTION — ALTERNATE BID Scale: N.T.S. —20' P.U.E.P.A.E 77'-0" R.O.W. 50'-0" (BC -BC) (Sta. 15+71 to 16+76) Transition from 38' to 50' Street 10'-0" Sidewalk from Sta. 14+94 to 15+71. Transition from 50' to 3S' Street from Sta. 16+76 to 17+32. 4'-6" 3'-0" 14'-0" 17'-0" 8" Reinf. Con. Pvmt. 2" HMAO Pavement " r Undisturbed Earth 31 STREET SECTION or Compacted Fill Scale: N.T.S. W. S. Phillips Parkwa, y Pa vemen t Sections —20' P.U.E.P.A.E. 10'-0" Sidewalk StabilizedOWN wolmlazz'Emn �8" Crushed St ne 38' STREET SECTIONS WITH TURNING LANE — BASE I 77'-0" R.O.W. _ 50.-0" (BC -BC) (Sta. 15+71 to 16+76) Transition from 38' to 50' Street from Sta. 14+94 to 15+71. Transition from 50' to 38' Street from Sta. 16+76 to 17+32. Scale: N.T.S. Brewster Drive Sections *. 0...... V 2015 ... J., DALE, BROWNE, JR. .............. A% 81890 3'-0" 6'-0" Sidewalk 10'-6"---TONAL I I RECORD QRAWfNGS 5'-6" 6'-0". Sidewalk 10'-6" orawlnas based on lnfonoadEn provided by othsrs. The Englnear is not responsible for e=racy or completeness. µ \ \ \ 0 rZ 2 m m m O�Q i a z Y ME d � 0 c� F c9 s 0LLI CCU pW U U o m. d L N mrA Oy L QUN�J 0 U. E mE'cV u�U 9 I mm ¢u o n. o �C3 u I Yss M as ondo so �L 1 m �U+o I--'tt � pww'P 13@ �2Oo.�pa Ocm u�i x- o3Npm oco Oca,6 0�l"3 �Y "a nrn3 �U � H Hd 6 _ w -0" Sidewalk 10'-6" �aNvAl si \ �T mU 9yv'cl Q LLJ ,_ n I Om.0 as 5 —6n S OCC dewalk 10'-6" 3'-0" ---__r 6'-0" 10,-6" Sidewalk m s m t o 0 I m o P P rn v o m a m m a ouvUQ9 �uv �avc) M F U — o m U � m Z Za W W W m rn Z� o� ct T co O U ._ N a n - n = Z u- 0co 06 Z d d r m d WW W M ci x W 0 - = J Z d rna U U c 00 d d w i o LU o 0 CO W W ,- U ,- _ i a� U) co ■ ■� 0. C C: ,O O to U^, .> ��W i VJ I � ��n a) w / E > O n� 0. U) ■ M W SHEET N0. MA CROSSWALK DIMEN810N8 CRO84WgqLLK MARKINGS /{NC STOP UNELOCATION881MALL 4 SEAS SHOWN ELSEWHERE IN THE "VARIES B, SIDEWALK • ' ETECTO LE • , DETECTABLE • T' $ Nt SURFACE \\ PROPERTY LINE R9O \ G d0+ ts�\ \1 " 28'(10' CURB RADIUS) o 24.5' (2P CURB RADIUS)) 1 G,5"(28'CURBRABNSj , 'V CROSS SLOPE NOT TO "OEEO , 2% OR BE LESS THAN I%ON ANY i PORTION OF RAMP OR TRANSITION TO STREET 8' SIDEWALK AMBULATORY MP A STREET T R ET INTERSECTION cmOF lkYAN DArAUG. 2072 OfDS UNIFIED °meµ N0' Rivor(inaTsr.Sr..nur STANDARD DETAIL SW3.07 - GENERAL NOTES: STANDARD FIRE HYDRANT 1. FINLEY DIVIDED EARTH FREE OP ROCK LUMPS GATE VALV AND CLODS EXCEEDING IT' SHALL BE PLACE BV HAN4 W/VALVE AND COMPACTED ARWNGTHE CABTIRON PIPE70A TEEORTAPPIN DEPTH OF I2"OVER THE TOP OFTHE PIPE BEFORE BLEEVE&VALVE BACKFILL IS RERUN SY ANY MECHANICAL EQUIPMENT. AS REQUIRED REQUIREDALLOCNOR67E BLOCKING SHALL BE 28 BAY STRENGTH=20D0 paL ALL THRUST BLOCKING SHALL PRGVIOEA MINIMUM OF 2 SQUARE FEET OFBEARING AREA OF CONCRETE ONUNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER.4, WATER MANS WILL NOT EE FULLY PRESSURIZED UNTIL'CONCRETE q HAS REACHED 7 DAY STRENGTH. ANCHOR S. ALL PIPE WILL BE LAID 80 AS THE ENTIRE BARREL WILL WATERLINE GATHAVE FULL BEARING CN THE FINE GRADED TRENCH BOTTOM, W/VBELLHOLES SNALL BE CUT FOR EACH BELL AND FIRE STAFIREB. HYDRANT. ALL FI TINGS SHALL BE MECRANICAL JOINTS UNLESSOTHERWISE DIRECTED, MMIDWIMMU TL 00 T. HYDRANTS SHALL BE LOCATED NO CLO8ERTHAN 8 FEET MEASURED FROM THE SACK OF CURB TOTHEFAC90FTHE REALIGNAS NEEDED STEAMER ON THE FIRE HYDRANT, B. IF MAIN VALVE IB WITHIN eD FEET OF FIRE HYDRANT THEN ASSEMBLY VALVE MAY BE OMITTED ON A DEAD ENO HYDRANT LEAD WITH NO ADDITIONAL CONNECTIONS. U. HEIGHT OF FIRE HYDRANT MEABUREO FROM THE STEAMER NOZZLE SHALL HE IS TO 24INCHES ABOVE NEAREST FINAL CRAOE. STRAMERNOZZLE VALVE SOX PER SPECS, CNAINREMOV DDY . FIRETOSE HYDRANT CONTRACTOR VTEXTENSION FIRE HYDRANT CONTRACTOR TCI NUT EXTENSION WITH ACCEPTANCE CENTERINGR, f�OWCRK RIOIEWTOW FOMTFOFOX FINISHED GRACE `e 13- SURYUNE A4 E •0 VARI e" em. I GATE VALV BEENOTEB I.Oft C909 PIPE `m 0 M.J. ANCHOR COUPLING CORE SETE RLO IND I PEACRAVEL-FILL TO I FT. ABOVE WEEP HOLE THRU8TSLOCK TEEORTAFPING•BLOCK USING ASREQUIREO MECHANIOALJOINT 1Vx12"x4"PRECAST WRH BET SCREW CONCRETE BLOBK RETAINER OLANUS CR 'i _•s: MEGALUGS S'XITORAOELOK I 24" X 24"X G' WI M.J. SPLITGLANDB 28 DAY OONORSTE SLOCKASOIRECTED (ROTATE TO FINAL CNAOE) .I' I STRENGTH-200DPal p]�]7�t�rAl ^ WITH"BARARC NO ALL VALVE BOX n ' VICLVA-et STANBARB FIRE NYDRANT ASSEMBLY T O�11tY^44 eATAUG. 2012 D10S UNIFIED °^µ �' Lin'UrT.Ui!ly,:,}11fl1oY xa- STANDARD DETAIL W1-02 OALV. ELL SAM NIPPLE-/-3j I REMOVE AND DISCARD I L,,�'�`AFTER UOE II WITH I j MSTIRIDBOX OAST IRON LIB I I j SCH. 40 CAM PIPE II MA EQUICKTION&DAFIXIBT. GRADEALVEPIPEBRASS LDRAA ELL DAPCONORET90WCKINGTOAIERBEINAOCOROANCENTHIN OETAILWMD BRADS NIPPLE 261 BLOW -OFF RISER. Cryn'nF 1LMYAN aARAUG. 2072 CNCS UNIFIED °'Iu W.Qn or Cousr.5r..nue PtlLSTUN' STANDARD RETAIL W3-03 GROSS SLOPE NOTTO EXOEEO 2% OR BE LESS THAN 1%.ON ANY PORTION OF RAMP OR TRANSITION TO S7EEET / 4�4 % ti6 / / $qv / r r- PROPERTY LINE DETECTABLE i ARNING •-' _ *-a'SIDEWALK 1,RAMP* JWGURPACE 1:12 SLOPE MAX EXFANSIONJT.& - `-OAOK SMOOTHOOWELOAR, OFWRS - 1IV 04A. X 16". WITH I2"O.C. (C(CCAPW - 0•MIN , i3REASE) �W 8' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES DATE AUG. 2012 D(C8 UNIFIED sr'20 Rk7AlL °tM NO' - SW3.03 Chrnr CDu'�S^} reSraema. W0 G�T QI7Q W to 6 O yo( w °dF a {DYE., To To To LLgW P. C F NE tl fn r- G Is U �s W OrG G R tlV C p CIE WO O 6 O or p q I-wr r-N w �0 m� ° oa1Yi 60� ,F ° 0L �mG 1I<WW--IYRF G� WWWW 8 Wm4 2 p0 c CF F tP R W P6• W �j � ''.$Jf O W O Is N L O =It ° C v UTILITY LOCATION MATERIALS DUE AUG. 2072. OILS UNIFIED STANDARD DETAIL DOµ NO' W7-03 CrIY OF 1LtY.w Clrrer(in' NOTE: 4. FOR MORE INFORMATION ON WATER AND SEWER LINE GROSSING SEE CITY STANOARO SPECIFICATION FOR WATER AND SEWER LINE OONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIREO IN THE TECHNIOAL SPECIFICATIONS, S. ORY BORING PREFERRED WET BORING ALLOWED GNLY WHEN APPROVED BY THE CITY ENGINEER, 4. PIPE GROSSING ROADWAY LLB WITH A THAT BHA EINSTALLED ABOVE LEDTHE ABOVE BSUCH THATTHE CARRIER PIPE CAN HE PULLED ASCVETHE PARALLEL THEITTIESPARALLEL MAIN. MAIN, aw^ MIN, ENCASEMENT MIN, MIN. OUT OPMER CUT LIMIT WIOTHOF PAVEMENT DATE VALVE a'A-MIN. EL 0A81NG SE OPENK M 6-fE HEOPENCAY �V AS REOUIREJI CARRIERPIPEJ OREOREDA SY THE ENGINEER OATEVALVE W/VALVEBDX TEEORTAPPING VALVE ABREQUi WATERLINE TYPICAL URBAN CITY 19 CROSSING CTIV OF Arm eATAUG. 2012 TSTREET OfDS UNIFIER S ANDARD DETAIL °nA4 x0. W4.00 ChvorCou DROSS SLOPE NOTTO EXOEEO M& OR OE LESS THAN 1%ON ANY PORTION OF RAMP OR TRANSITION TOSTREET 5�4er4 % / OHO✓ / / 'ROPERTY� / INE __ 8'SIDEWALK a' BACK OF 1:12 > ELOPE MPX. EXPANSION JT. & BMCOT14 DOWEL BAR, 1R-OIA. XIS', WITH (O(AP,V12'O,C. OCREAA4EO W/HEAVY 8' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES g�1j�,,¢6, (.nY OY IALYAN AUG. 2012 D/C3 UNIFIEDT}Trov6ou� Tsr,Sr..irm. STANDARDOETAIL SW3-04 NOTE' USE POLYETHYLENE WRAP OR PLUG TO P�REVENTOOROR�ETE& FROM CHOKING TO PLUG, TICK 77IRUST BLOCK TEE SCHEDULE J.') c'e ILC R c. ME 4GG 1 8. 1.G 26 O.a 0 a.5 0.G THRUSTSLOCK NOTES: 4, ALLOALCULATICNB ARE BABES ON INTERNAL FRE98URE OF 200Pe1 FOR 24'AND6MALLER INNER OIAMETERPIPE. 2 ALL BEARING SURFACES OF 7HRUSTSLOOKS SHALL BE PLAOED AGAINST UNDISTURBED EARTH CR ROCK. a. CONORETE FOR BLOCKING SHALL BE 2OD9 pal. 4. OIMENBIOHS MAYBE VARIED AS REQUIRED YFIIELO WHERE CONCRETE BLOCK NTHE SHALL NOT HE LESSYTHAN BHOWN HERE. S. WATER MAIN SHALL NOT BE PRESSURIZED UNTILALL - CONCRETE BLOCKING HAS REACHED IODG pol. HORIZONTAL THRUST BLOCK SCHEDULE BENS 81ZE A B C E� G VOLUME 1.5 0.9 2.70.4 g0` I'D 8 G" 2.0 20 1.E D.9 1.S D.2 46° 0 2 a.5 26 1.5 1.2 2.2 D.8 1.5 .6 0.9 O.B OA U.S. 012 20 28 1.5 1.2 1A u's G B" 1.0 1.8 1.S 0.8 0.4 0.1 11 28° Oy2 1.S 1.G 1.6 12 0.0 0.4 7117?UST BLOCK DETAILS ,SECI%ONX-]' tnn:n - PLAN NE4V TYPICAL HORIZONTAL THRUST BLOCK Is �_. M.'fIY GN 131lYAN DAME O1CS UNIFIED aE1M Ne. Qrr or Cmm;mrmla, AUG. 2012 STANDARD DETAIL W2-00 SELECTMATMIAL NOTES: EXCAVATEDMATERIAL FROM THE ORCH CHI ( 1• EE9 AUEW977NGFAVESOQLS 2) - CHHECR1MEM EV�NSUMP8RDEBIOORTTWa L SM oOANDAR OPTIMUMT+4%OFOUM y MA O8TUREOONrNWR`HHUI UNDER NON-STRUCTURAL RATR88FDTCIAMIN0AOETAPF✓TSEEMEN LOESBNSRUOTEO. AREAS 61e0F9BR:B FBTER NBIYA�A RMNBY 2 WYYDOPE PROF'OE O6UMMXIMUMIEI BOWHE EOOOEUMISANOB ASTIR 059B(STANOAROI AT A MOISTURE ODNTENTWIIN NA7/VENATEAMDEPENO/NO ON OPTIMUMT +%OFOPTIMUMUNDERNEW STREET AREAS EBBEUVEIVE SLOOMSHALLSES£EET/N AND STREETS TO HE RECONSTRUCTED. LENGTH, NOBEOOINGSANGINTHISAREA, ® GRANULAR MATERIAL a, ALLSEGOING Is INSTALLATION OF PVO MATERIAL IS UESRIB WHICH PIPE SH%HqLL BE NACCCROANO W PVC OF DETEIMENTAL QUANTITIES OF GUY ORGANIC MATERIAL AND WrEAWHENTESTEORY BTANRARO ANSVAWWABTANUARDS FOR PIPS, LASCRA7DRY METE00S. MEET THE FCLLOWINO REQUIREMENTS: ALL BE DING&IUNALL S A 4• ALL BEDDING &INSTALLATION OFBUOTILE AOCORBANCEWI AN81/AWWA MAXIMUMUQQBIDUMIT 4D MMIMUMPLASTIOTTYINOE)( 16 CIOWA21,50 MAXIMUM PERCENT PASSING NO.200 SIEVE 85 S. COMPACTION SHALL BE ATTAINED BY MINIMUM PEROENr PAS81NO BT4"SIEVE 10D MEOHANIOALTAMPING, THE MATERIAL SHALL HE FREE FLOWINO AND TEN WET. SHALL G. RELATIYECOMPACTIDN SHALL HE TESTED OTADHERE TO FC RMAEAU WHEN PRESSES LATHE HAND. IN THE PRESENCE OFTHE CRY ENGINEER. ® CEMEUTSPASILIZE08AND T. OUST RESULTING FROM THE CONTRACTOR'S PERFORMAN09OFTHEWCRK EITHER INSIDE OUTSIDE OR THE RIGHT' -OF -WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. S. ALLTRENCHESSTIpUBEBAOKFILLEDANO TEMPORARY PAVINOOR PLATING 'LAD" ATTHE EN0 OF EACH WORK N .. DAY. e'-1VMAX. •. 3"42"MAX. © MANUALLY .•. ONSOLIDATE ATOPTIMUM MOISTURE) q- •• 018mE) PIPE t UNGISTURBED 601L /.'. 4" PLACE METAL OETEOTOR _r,� PIPE G"MIN.N2"MAR TAPEATAMINIMUMOP24" O.D. ASOVEIOPOFPIPE NON-S"L1Z HJRAL 8"MINJ72 AREAS AREAS TOI3EPAL'I;VE 'D OR S7REETS TO BE RECONS7RUC7ED BEBBINO ANB TRENCN FOR DI PIPE & PVC PIPE WITNIN NON-STRUCTURAL OR NEW PAVED AREAS STYOF IDQxs °ATE ates UNIFIED 0.1A4 �' Cox nr(Aowra 8es0uv .usra ,,. AUG. 2012 STANDARD DETAIL W4.02 e _ _ r �1 2DGAYOXe" I 2DDAY H-2000 BTREN SARA O N WI N SARI AROIPNe p pI ALL VALVE BOX. i. NOTE 1. VALVE EXTENSION TO BE USED ISOEEPHEN TOP OF STATEVALVE OM FINISHEOG BE, RA NUT 2. ALTENSIO SARE TO ARE MADE _�..,_•J ' p •. OFSTEEL SIZED S O AND PAIL 81ZE0 AS NOTED COATSO ME WITHTYT. (2j COATS OF METAL PAINT. - TRAFFIC RATED COPPERHEAD SNAKEPIT TEST STATION OR APPROVED EQUAL �TT�r/ A ,f TTi TVA S. EXTENSIONS SHALL BE A MINIMUM OF ONE (1) FOOT LONG. 4, VALVE BOX LIDS LOCATED ON. VALVES TO ISCLATE FIRE SUPPRESSION LINES FEOM PUBLIC WATER LINESMPM LOCKABLE ` , -11 UBA. LIID, VALVE SGX PER SPECS WITH BOX EXTENSION AS NEEDED 2" SQUARE AMA NUT EXTENSION WITH CENTERING COLLAR. TERMINATES' TO W FROM TOP OF BOX PYO OR O.I. PIPE BIN 0MSDIECTED. X. EQUALTOON90AGOF SAOKRETE DATE AL A VALVE & D O X A�I�jj�[,f�'�� DATE DDS UNIFIED °f1�"'1'0' LSrvor (inaes:9rnlor CITY OF 1myY AUG. 2012 STANDARD RETAIL W7-00 STRUCTURAL BACK( FILL AREA INCLUDES ORIVEWA 9AREASg,pNARIRIMGAAREAS1AN08AALL�3' EXTEND 6' EYCNB THE CURB LINE STRUCTURAL CD dPA ERBACKFILL HTO 5'6 MNfI,MRMOREXCALL BE AVATtiEYDSOIL L ASP (SEE ETAILL W4�02 NOOfl TMRUC URAL AREAS)) WO STRUCTURAL BACKFILL AREA IS FOR WATER MAIN DATE f DEIrx ry7t1�1c710'^N AUG. 2012 OILS UNIFIED RrvmCoiuccSndwx xa- STANRARD DETAIL W2-02 NCRMAL CURB LINE WHEN RECESSEDINLET GENERAL NOTES: a,.TRAVERSESLOFE . NUTTERTE 8, 4" 4. BASE TWOKNEBB AND FOUNDATION _� 8 SHALL BE AS FOLLOWS: " \\ INLET DEPTH (Fr.) BASE G" 24" Ij'o°mourwmrH° TWOKNE88 845 DEPRESSES G-12----------- 0" GUTTER SLOPE 12 AND OVER --------- IV .i •' / ' 1 2 BEF78B GREATERJ 12'WILL r REQUIRE2ANT80F REINFCRCING T �8" STEELINTHESABE 7HR0AI'DETAIL SE0770NA�1 IN. B•-0'• "�0"TYP. EXTENSION I -;.B"T•(P. __ _ _ S_L_ a'RAONS i RMAL AOEC JRB 2'-0" WARP PAVEMENT SURFACE TO THROAT OF INLET/SEEObDllBEE 01.05 PLAN VIEW "BARB G"C.O.EW. ETD, CAST IRCN MANHOLE COVER 7CPCFDURS TOPBLAD ANOFRAME _ B _ ._._.. _. _. lfirt I 0"TYP ♦\ NORMAL GUTTER LINE OUTTER N OAR812"D.O.EW. �5 �.' n^-_•y-`1i-�+��j LINE BRDEWALLS&SOTTCM EXTENSION �0"TYP. N BAR812" CSOTT . 410E WALLB&TES DONORINVERTBHAPING 19 CONCRETE FILL BLAB (BEE NOTE81&2) L:LL 121A ON G' SW77OA E-II 2&0AY CCNCRETEBTRENGTH=a000 psi SINOLE RECESSED CURB INLET & CURB INLET W/EXTENSION OATE AUG.2012 OILSUNIFlER aPlaE 19, chnDFILY^X 6reoeCo°ua4^iiav ae.r.nsx« 8TANRAftR RETAIL D1.00 2' SQUARE x V HIGH OFERATINO NUT go - VALVE OPERATINO NUT EXTENSION 6" x 1/8' MIN IN STEEL THI IN PLATE w/OD`OUT-OUT - 1" CIA STEEL ROD SQUARE SOCKET 2- CIA INSIDE 2414 DEPTH VHS " MIIN WALL TWO a18" SEY SCREWS ON IOKNEBB) EITHER SIDE TO LOCK THE ARE BE FLUBH WITH TO OUTSIOE EGOE OF BOTTOM SOCKET OATE VALVE EXTENSION COY (IF m'^N DATE AUG. 2012 O1C8 UNff IRS STANDARD DETAIL mm no W1-O7 grvm(Sn/ NOTE 1 TAMPED SOIL UNDISTURBED TOS ANDFROM N BOTH BIDES OF CC PEER PIPE 2. PAYMENT PC R BID ITEM OF 'AIR RELEASE VALVE" SHALL INCLUDEALL MATERIALS A88HOWNIN DETAIL, INCLUOINO MAIN LINE TAPPINO SADDLE. a. PIPE 812E SHALL 09 V OR V. FUMES AND VALVES MAY RE MODIFIED BY 4. THEOF BRONZE INSECT BOREEN WEE, HOSE CLAMP AIRRELEASENACUUM BREAKER VALVE VALMATIC MODEL 101 DR APPROVED EQSA� HORBOX PRI OLY ROX WffH HFATOORM009L pHP2f22 WITH HEAT ORAPPROVED EQUAL - IRONPIPETHREAO COMPRESSION FITTINO AND SALL DATE VALVE 4"X a'X a'OONORETE PAO FOR M PIP COPFERFXMAFn TO 4" X e'X W CONCRET PAO CONCRETESHALLSE I OR2"PIPE) SLEEVED WITH APPROVED COPPER PIPE SLEEVINO 'CGPPES TUBING 37TAPPINCSADDLEW[ ATION STOP AIR RELEASE VALVE & VACUUM CHECK VALVE DF I7PYAN DATE AUG. 2012 DIGS UNIFIED STANDARD DETAIL °' 1M TW, W3-02 OTTurCouxsr Sranov u.ernr x+ A---------- _______J❑❑�OCICIr T........... ORATE SHALL SE HICYOLE PROOF. IAN GRATES SHALL HE FEDEB NBTA O IN BISEWALKAREA. Q.D.22*�8" -0UARE PLAN 94 OAR41VO.C.E.IN "BARB G"0.0'F SIOE WALLS TCPSLAS �e"TOPSLAO O.Q. T O'BOTTOMULA93- (a-G"81BE WALLS N EAR88-O.O.E.W. SGTTOMBLAB (SEE NOTES I Is 21 SEC770NA-A GENERAL NOTES: I. SAGE THICRNESS AND FOUNDATION SHALL 09ASPOLLOWS: INLETOEPTH(FT.) BASE iee^mmenm°xn.1ler THIOKNE84 vnw.tvw°eT 28-DAY DONORETE STRENGTH aa0M pal 0.12 ___ ___ _ ____ _0" 12ANDOVER----------- 42" 2. DEPTHS GREATER THAN I2' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. SINOLE ORATE INLET - /1 DATAUG. 2012 O1C8 UNIFIER STANDARD DETAIL uETA40a. D1-01 C07 or RLIYAX (yrv°eCownc9renux mwm a-.x. {+i 05/11 20T5 •e {+ 81890 Drewings based on Inlurmallon pruvIded by olbms. The Engineer Is not responsible for °ccoracy or comiroloness. N BIG GO GO m m m ova O Z 3 0 w O w Y 1'OU O 0 w M U U Y U� O Ld gog Q V UKLUJ o rc �9: zOw pcp ¢�o 1 °° 12wo I �Y« C]--w ��i°m �1 ° O,� J 0. rr OU o °sm ° 0.0 \C�V \t "aa�. \•�« 0�;11 2n3 oniJ (n © Q Q uq =I 'T UU o^ auV a•o uti. o v erg--ii ��T 9 <08 W I =wood I Et 13•u Q O°IhV C)p Cw rop CK a .1: ° 1°°LI9 a° Igo '131 _g$ pia Zo O O 00 r C Z Z O TSJ N I.1.I11.ILL' Z i ° O N j � O a)_ DO T- M (n ) N GO U) M C7 5 O C°ZLL DCTAM Qzf-d~a ti WWZ CK W m o B U) = Z � 0 = N �: 0 U v C 00 O J Z W Lu T UPS U) ^_ u CIO cu U / 0 U 0 �1 SHEET NO. I f1OR� i 1 1 1 FLOW_ 1 'I' I _ MAIN T r LINE 1 1 1 1 STD. OASTIRON MANHOLE O.p.+B' COVER ANp FRAME (SV DIA,) SQUARE PLAN 2"AYCONCRETESTRENGHT-800Spal ' UOPSLABGENERAL WB'SIDEWALLS NOTES: 1. BASE THICKNESS AND FOUNDATION SHALL BE AS FOLLOWS:INLETI)EPTH(FT.) BASE SOTTOM SLAB i"rA"aa ujn'O"uxo THICKNESSALLS D•i2__R_--_----_-B• BOTTORSLAB •EW. (BEE NOTES &2) 12 ANp GVER -----------12' 2 DEPTHS OREATERTHAN I2 WILL REDUIRE SCC770NAA 2 MATS OF REINFORDING STEEL IN THE BASE. STORM SEWER JUNCTION ROX DALE AUG. 2012 BIDS UNIFIED STANDARD DETAIL COK No. D1•02 CnT OLLMms OreorColuaESrmrov STRUCTURAL SACKFUL AREA INOLUDES RBAOANRSADA�S OIVEWA APRKIGAEABNSAALL SNLLSyLLBECEMEpBDTIBAFIHAN,OAILMIPTN TOMMAXIMbMORYUEVNSDASPERASPTMOS 9 WRHINOP 1MUMTO+4,LWETOFOPTIMUM - (OPTION NO.1 IN W"2) BID 6 y V Frei= PAVEMENTAREAS we " I SIDEWALN " STRUCTURAL DACKFILL AREA FOR DRAINAGE PIPE DAtC AUG. 2012 BIOS UNIFIED ETAHDAND DET AIL CC1M IN. D3-02 Cm' Gr TLlvnv Qfn9P(:a•ILGfgrATl1Y Drive 2" PVC 16" (min.) inot ground for marker. (TYp•) Pavement Seation NOTE: 1. Color of paint shall be as follows: A. Eleotric — Red. B. Communiootions — Orange. C. Irrigation — Purple. �S/1 B' 7r1S'-�IIE- Y2RN REROOpLSS �4" III 2" 8" E 21"� IL 24• (21814' PYWTVA-A CBOSSSL'CI70N 112" FLAT FACED BOTHIO w1APPROPRIATE CITY TITLE ITY OF SRYAN - JJ DRAINSTOA DONA POLLUTE TE NO BABURA Lt LARGE MOUTH BABB LOGO GOTHIC (2j PTFLATEFFACED aNT OITY OF OOLLEOE STATION POLLUTE 1 - BRAINS TO A NO BASURA J. RIVERS ♦L L il2•FIAT FACED GOT HID w1APPROPRIATE CITY TITLE DASS LOGO PLATE lv DAiE AUG. 2012 BICB UNIFIED STANDARD RETAIL DEIM IN. D1.05 Cm Oy aty&. (}rcoECowxl:Smrna �.�, SOTTOM OF1 GRADE o: o.b. a"; o.be o, ins •••°�� o• �•' SELECTMATERIAL• a o;0 o 00 0 0; EXCAVATED fRGM THE DRCH (M(WWAH1T1ER11IIAL " +` e a b bRpEBRIISLARGTATHAINNTWO 121 fNOHES a 2" MIN TO A MIIN�IIMUM aF S6%OFCMAXIMOUMM DENSITY D BY AMA 0688 TpER TO+4 6 CF OPT MgUg,,N UN NONNTSTRUCII RAL AND TQIAMNIMUM CF 07SOFMAUMUMUE'JSay PIPE O.D. g AS DETERMINED DY ASTM 0688 STANDARD) MUMTO I4" MIN. UNDER 34.A OFpPTIMUMUNCER NEW 8� STREET PIPE BELL) AREAS ANp STREETS TO BE REDONSTRUOTED. I ' THETRENDHBOTTOM + - f COMPACTED CEMENT FIFE SHALL BE GRADED SC 1 SAND i UGMI12E0 TC PROVIDE UNIFORM 1SINTO L AS PADESYLI ONLY SPADE SY LIFTS IFITp ANDCONTINOUSCLES. T FOR THE PIPE BARREL AROUND PIPE. MANUALLY CON UDATETOFILLALLVOIDS BETWEEN EELLHCLES. CONSOLIDATE AT OPTIMUM MOISTURE V,.MINJ12"MM • PEMUSTDESIONTRENRDETAIL am SPECIFIC FOR HOFE PIPE, HDFE PIPE IS NOTTO BE USED UNDER FUELIC STREET - PAVEMENT. - - CEMENT STASILRED SAND AS AMINIMUMWI LALWAYS pE REQUIRED. DEDDING AND TRENCH FOR REINFORCED CONCRETE PIPE oArE 2012 DICSUNIFIED STANDARD DETAIL M. D3-03 COT„oY>3uY'=� ems„ QIWGDwrl:SrAnov 1 -AL AL ---- AL -- 1/2"0 x 2" Stainless Steel Carriage Bolt (Typ. ecch aide ct ell conduit crossings.) Extend Sleeve 24" (min.) beyond pavement and seal tape both ends. Paint 6" per Note 1. 2 T (TYP•) 52'0 H 9 WHEN —. — ��H�i'CR MORE 5'TT .1101 EDETML NOTE: MIN, 18"TOEO ALLTO BECONSTRUCTED ATBEGINNIN& ENC OF OONCRETE CRCH CHANNEL & RIP -RAP SEOTIONB. OR AS DESIGNATED ON PLANS S BARB U,S- O.C.E.W, 1 HEIGHT \ �VARIES � MATCHS:ELEV.WEEP HOB 26-DAY CONCRETE STRENGTH -S0B0 pal CONCRETE CHANNEL LINING 1 MIE DICB UNIFIES VtT0 1. Crrt oror (uu GnIY�GYIDrrA.Y AUG. 2012 STANDARD DETAIL 1D200 J MACHINED SURFACE 32•DIA —1 �9•iSHB• r —SIB" 1�1r2" 1_ �� 2411B' Ire• 2-718 R1.914- 1"CIAX 4•LO RGO COVKBSGC770N HCKB111? DlMiff, S3-114" DIA �RENE8"DIA -1-9I18" 4" OIA EOPRENE GASKET 4Hl2" 7110" - 1'Ii-1 ' 1'Ii-1 1,11V 2-BI1B^^J BB•GIA ' �—t. y1B" I1111 1 I1111 1 OIA 4B314' OIA I7MA&SLC770N - uoTroal rIMcv NOTE: OFCOVLA STORM SEWER LIDS TO BE USED FR PUBLIC STORM SEWER SYSTEMS ONLY. NOTTO BE USED ON PRIVATE STORM SEWER SYSTEMS. (2)PICKBARS 1-1r2'LETTERINO � B'� "'i1 UOUMIN ULOUI ,IH DF gq F pCLLEpg RECESSED FLUSH — 2. U J — V V 6'(TYP.)— gM SE OgM SEA IAA LETTERINQ PIdIN T�MW BOOKMINO LDST i BOCKMAN OLU STYLE RECESSED FLUSH STORM SEWER MAHHOLE RING AHD COVER 32" DIA. DUCTILE IRON V-1432-3' CnNnLL 7"knn.Y cArAUG. 2012 BICS UNIFIED xtuE ""' Cm'oECownr.Smnav .y, STANDARD DETAIL D¢00 City Construction Dc ta.ils MINIMUM WIDTH DRAINAGE EASEMENT IS' MIN. 8' MIN, BLOCK BOM0OR ENKAMAT BLOCK r/ 2 V H renrtc• 1 1'MAX. -I_ 1-112 I 1'MIN. �1 %k MAXIMUM SLOPE 4-MIN. =ICAL LLVLD CHANNEL SECTION ULOCKSOD OB rNR )AI,17• IT'/xmRanrULCIT STANDARD CHANNEL SECTION DALE AUG. 2012 BIDS UNIFIED STANDARDDETAIL C41Al D2-02 OTor CT GF IfavA.Y Grva•CowscBMvos tr.y. 2-014' " MACHINED BEARING SURFADE 1'24 rF 4� 2-114^"�� 2" 1" a4• Big"^� —T — 1' 09VKB SW770N 79CKH(21X1.)r7A11, 25-Sill' DIA a 2 1'HOLES 24-114"DIA SAPART 22-1/V 0IA 2' 1-1I4' 15,122A 2b•7Is et-718' 8 mrneuisrcr70N B07-TOAl VIETV NOTE ST RMSEWERUDSTCBE OFCOVEA USED FOR PUBLIC STORM MS ON gIVATE 1'LETTERINe 1"LETTERING NOTTO BE (RECESSED FLUSH) BTCRMSEWER SYSTEMS, LETTERING STYLE SOCNMAN OLC STYLE (RECESSED FLUSH) V OF gR OLLEpg S t OF S -- 1.112- U J O gM gE 1r2"LETTERS gM gE• 1"LETTERINQ 1"LETTERINO tRECESSED FLUSH) (RECESSED FLUSH) COI'MEACL -CO VLAr90L STORM SEWER MANHOLE RING AND COVER 24" DIA. DUCTILE IRON V-1342-A cArC AUG. 2012 BIDS UNIFIED STANDARD DETAIL anuE IN. D¢01 COT or 1"kn•A.c .ter L}norCownegravo� IN EXPANSION JOINTS AT 80' C.C, 28-DAY OONORETE STRENGTH-8000 psi STANDARD FLUME SECTION Cm- IXWA.Y aAIAUG. 2012 DIGS UNIFIED E I DEIU W. OrvoeCa x Im-OF STANDARDDETAIL D2.04 Ring & Cover See City Detail D4-01 #4 ® 9" O.C.E.W. 31-6" 2 —0" (Top & Bottom) e A ^ #4 ® 9" o 0.C.E.W. a .. 4. 3'-6" 1 r-0" Slope to Drcin. •a 6" 6" V-6- SECTION A —A 10r—O" (TYP ) 5' RECESSED CURB5' RECESSED CURB mu BOX SPECIAL SPECIALINLU N.T.S. 61690 Drawings based on lniennetlan provided by others. The Erglneerls net responsible ter accuracyorcompleteness. d• O N r O O O 7 7 7 U O 1Y� 0 UJ UJ �0 L) a3 U 1 O 1U 1U o V UWU m F 9 c 3 •c' g °� "Ee o Aar o oc,+` aye Z 0 1 Q,m I mvri'C I# e rn�ur nTi"$, Inav N c�� o�ioY}v mO'� co \PdV Oi10 :2. O'dl O m°3-'1 Be OmU -4 o� vso 'O •"'S uU U a..O.0 6 o'o� ' v1 1 SUS >U 1eLu JJ 6j m EM '7ao.j>CL0` I01 AUu 1'Ov G.p I•°-o _.. a o• v CO O co 0 co Do Zz CD L11 LI.I a: Ch Z > N O N T = (DE� UT U) :3 DO IY0 �� 5o mZLLLL p xu)Co yy I X 0 N C N N LLI LLj 0 X LLJ N "UO CO (Y) H z Of 0 (n .t.. Gj (..) (' C CO a) It ..In ccU z -� (D Q r G UJ W Or0 rS v, CIO n� CL C 0O .U) �� • U � ran v / O O O U � m SHEET NO. N OF *cos/>> 2o1s`_* TABLE OF DIMENS t.Wing�'for Dimensions Maximum Wingwa(1 i W X y Z Height Hw 2'_6" 2,_1'0" 1Q" 1+_ Of 7' 2'-9" 2'-10" 10" L' 0'f 7 3' -0" 2' -1 7" oil Of 7; 31 _3fl' 2, _�0'1 10ff 1., �. 011 it ', 5' _6" 3 1_ nq 1 ,'-' 7,1 i., 2f1 7, �,. oft-, 4' - G.f: 2' - Off 1, _ Off 7; 7, �Ofl 5, _ Of 2' _, 3f1 9,1 7' -6" 5' - D" 2' - 3,t 1 - 9'' 8' 6 0 2'do -_ 2 =6In 0' 5 O6 2_5"1' 55'' jr nE ;IM, t`2'_6f' 7 .$ff 3'- 9." 2`wtt # pf 81890 olhers. The Engineer is not responsihle for eccoracy or oomplefenem. d N t` O O O � 0 o in � in o 0 c III z y vOE a '" zEd c=i 11 $ 0 (39 M Z_ o m CQ Ib Z Z aM 7 cot` } m T rn W�� chi a)N CDN UJ +d. In r0 CO 0 U) � co w - _ • O ptjZ LL oXCOh Ix O N C N h w z � O � X W N 'p S CO D Z O CO L N J f� N '� U (D C co In U Z of O o Ww �U-S rm `3m W '^^ V! W O ■ Cf) M ■> f'R n, V+ ■ � V! r� v / L�J U wj W SHEET N0. • W5 is-1-1 Sto. Sch. 40 Lt Conduits (2) 6' Grey VC (Sch. 40) Conduits N: t0187313.99 Stu. Son. 40 U Conduits 3. E: 3569966.58��` - / / (2) 6' Grey VC (Sch. 40 )Conduits / / / N: 10187612.78-\ m f E 329.04 - E. 3570508.37 \ �� 1 /�3IL� / Sic. 'Grey G7 Rt ch. 4 / (2) 6' Gray PVC (Sch. 40) Conduits N: 0187565.10 570549.74 / e / E: 3570549.74 f EL 321.74 / a / alp Stu. 12+50.68 Rt 30.01' /ED (2) Grey VC (Sch. 40) Conduits / W N. 10187264.76 ! f E: 356997569979.89 ! / alp / / EL 329.04 alp Stu. 11+82.89 Li 21.00' QC fY (2) 6' Gray PVC (Sch. 40) Conduits N: 10187290.48 E: 3569899.39 ( alp", / rL 329.24 / / / - Stu. 17+91.74 Lt 34.00' / Stu. 11+82.57 Rt 30.00' (2) 6' CrayVC (Soh. 40 ). Gonduits (2) 6" Gray PVC (Sch. 40) Conduits N: 1018758.64 O 1 `. f / 1 4,30.97 E!3569919.785 E: 35 319.50�y//,�/` rL 329.24 / ��/� O / Sto_ /f '�^� (2)•6t7Grey VC 7 Fit (Sen. 48 } Conduits It CONDUIT INSTALLATION ALONG fit BREWSTER DRIVED STA. 17* 9,2 & 18-L 9,2 / SCALE: Hor: 1" = 20' ® 0 10' 20' 40' Stu. 10+75.99 Li 21.00' � - (2) 6" Gray VC (Seh. 40 } Conduits N: 10187233.89 E: 35E 3 8.08� / Stu. 23+41..48 U 33.47'. ,1 f / (2) 6" Grey VC (Soh. 40 ) Conduits N: 10187877.68-/ E 3570878.79 y( 1 E 317.50 ~`^ I Stu. 10+76.54 Rt 38.04' / f t (2) 6' Gray VC (Soh. 40) Conduits f / No 10187187.21 - MZt y- / ' �E: 3569839.52 Sto. y48 Rt 328.05 Ill"'PVC NZ)tOi878" Grey (Sch:ch. 40) Conduits _ - - _ f ♦\ `/ / /15.96 rL 317.50 , t 72W- - 72W -. - 12W 1 CONDUIT INSTALLATION ALONG fl BREWSTER DRIVED STA. lOf 76 TO 142-74- 50 SCALE: Hor. 1" - 20' Stu. 22+77.57 Lt 34.00 / ® 40' (2) 8' Gray VC (Sch. 40 Conduits 0 10' 20' N: 10187840.99 / E: 3570357082626.48 65 //3 f e �/ Sto. 22+77.57 Rt 30.00' 121 6' Gray VC (Soh. 40) Conduits / E: 3570863639 Sto. 15+64.85 Lt 45.66' (2) 8' Gray VC (Seh. 40) Conduits / eJ N: 10787437.45 ,1 �L E: 3570240.20� E 326.87 ! ! Sto. 15+64.88 Rt 30.D0' 6" Grey VC (Soh. 40) Conduits N: 10187374.58 C / / 2.62 /E 326.87 C Sto. 27+6377 Li 3400' I 4W / (2) S' Gray PVC (Soh. 40) Genduits 3 4W N: 10187774.90 y 1 l% / 733.8 Sto. 15+01.S7 Lt 22.52' 4w / // E: 3 E 320.02 (2) 6' Gray VC (San. 40) Conduits / 1 / N: 1018738S.04 / / / ! E: 3570201.42� 4W \/{/ rL 327.62 i W ! /Sto. 21+63.77 Rt 30.00' /�;Jk �N: 10187722.80C (Soh. 40) Conduits E 3570770.99 /1 / / Stu. 15+01.78 Rt 30.00' �(2) Grey PVG (Soh. 40) Conduits /4) N: 7010787340.92 / 3570224.63 � E 327.6210* CO CONDUIT INSTALLATION ALONG CONDUIT INSTALLATION ALONG BREWSTER DRIVED 15* 0,2 & 154-64 BR.E ESTER DRIVED STA. ,21 f 63 TO ,23-74- 41 SCALE: Hor. 1" 20' SCALE: Hor. 1" = 20' ® 0.. 10' 20' 4p' ® 0 10' 20' 40' f Sto. 25+91.48 Rt 30.11' / {r �Aj.. t / ,,, r,05 11� `� A 2) 8" Gray PVO (Sch. 40 }Conduits �••••••••• t1 : 571095.4iz o J. DALE BROW m O : 3571095.42 1t� 81890 q Sto. 25+92.16 Lt 33.93' t (2) 6" Gray VC (Sch. 40) ConduitsN: 10188045.98 t 'ONAL E: 3571039. E31 i.8585 t � tt Sto. 25+70.52 Rt 42.05' (2) 6" Cray VC (Sch. 40) Conduits t ( fN: 10187989.54 E: 3571094.64 RECORD DR rL 313.87 - Crawlnps based on lnbrmetlon pmvldsd by I others. The Engineer is not responsible for t eacuracy or completeness, 04 I IL 1 ooQ I O ILIs 3- w Cg~� a g (^mapy+�• w a: W = ``LLOaw �U 8r%_' 0YSoe u E rU �Y�$cl � to II 1 I v• VI t uu Ian �m OWN Off (I' N 'mof d 1 N ul Oa N'5O6IApo I oo O omo oo _N pcaN N OS� Y O'vN3 O nU Sto. "Grey 35 RF (( 6" Gray VC (Soh. 40) Conduits - 4 © a a ,.� i �_(2) ch. ci i 4 4W N: 571047.49 4 E 3571047.49 (n ¢W .49 w rL 313.87 - U u u I _ t \ YYU O^, O N a 9..a. vmm Sto. 24+73.96 Lt 34.37' Is (( W 1 0' u w t �L I % �' (2) 6' Gray VC (San. 40) CenduiFs o- s a w vi mo c w °�' c N: 10187957468 - E: 3570975.45 1 I i Stu. 24+74.83 Rt 29.83' % m v •y l a c 1 ',c-oG c rl 313.06 (( (2) 6' Cray VC (Soh. 40) Conduits o �,a w a s an n N: 10187914.58 3571022.78 r a a` IIf ( IrL 313.06 CONDUIT INSTALLATION ALONG BR.E H'ST.ER DRIVED NEAR STA. ,244- 75 & 25f 9l ®SCALE: Hor: 1" = 20' 0 10' 20' 40' \ \ ♦ Stu..28+61.89 Rt 30.01' ♦ (2) 8' Gray VC (Soh. 40) Conduits \ N: 10188292.86 E: 3571150.01 '00 372.82 Op \ ♦ \ 14 Rt 41.63' (2) " Cray PV C C (Sch. 40) Conduits \ N: 0188257.48 Cray 571163.71 ♦ E: 3571163.71 \ ♦ rL 310.98 0 Uq as z p r co „ O � r m z Z (h W W w c0 rn z > O 04 r �_ U Or M 0 C = N! Q (n r d m '} 04 zt �?n W W p 0 X RW a -0mom,' =z� 0 ai O U C� c O U z rn o p, Ww 1Ur2 rm O co ,� ♦ \ / Stu. 27+98.69 Rt 41.33' ♦ ^� \ ♦/ ?' _(2) 6" Gray VC (Sch. 40) Conduits ♦ .ry \ ♦/ N: 10188228.40 A Sto. 28+62.85 Lt 33.98' t11�, \ \ // E: 3571163.41 I, JI_ (2) 8" Gray VC (Soh. 40 ) Conduits W� ♦ \ / rL 310.98 - N: 10188289.54E: 3571086.09 ` \\ E 31262 \ L \ / / Stu. "Grey 65 Rt PVGen. 4 ♦\ ��x ♦ //// \\ -�N: 101 820303 (Soh. 40) Conduits .O / E: 571154.14 E: 309.7 i� /♦ /. ♦ \\\ ♦\ W Sto. 27+71.98 Lt 39.56' \\ Q ,t (2) S" Cray VC (Soh. 40 ) Donduits/ \ k \\ \ Ni E:3 71081.06 ♦\ k ` \ \\\ \\ Q O CONDUIT INSTALLATION ALONG z BRETYSTER DRIVED STA. _ 2,27f 77 & ,28f 48 0 10' 20' 40' co SHEET NO. 960`� i�l I 196.69' RP ED j'�osi1 2o1s`[only ,J DALE BROWNE, JR; i \ 0 �1v's 81,89�00� •r�i I N: 10188240.74 \ 44,4 �/ _ E: 3569171.85 \ . \ ONAL 183.44' RP \ August 25, 2015 I N: 10188399.53 \ 1 certify that the subdivision improvement shown on this set of plans RECORD D NGS were actually built, and that said improvements are substantially cis Drawings based on inforrannon provided by shown hereon. I further certify, to the best of my knowledge, that the others. The Engineer Is not responsible for materials of construction and sizes of manufactured items, if any, are eccuracyorcompleteness. I `-sta. s2+s5.2. 1 s.5o' Lt. \ ,\ stat c rre , heron. __ N FIncB zos Paving, . OD DID a 0. Box 714 ` Bryan, Texas 77806 0 \ \\ (979) 822-7605 m m m bu 30_ bn \ \\ 3 z X 0oa S August 25, 2015 \ \\ i hereby attest that I am familiar with the approved drainage plan and d; ' c o 0 o a c , is E E:EU 2• 1\ associated construction drawings and furthermore, attest that the of �w�W t� o- I A drainage facilities have been constructed in general accordance with the I e.5 I aw I rk. TB N:10188048.10 >u Bryan and College Station Unified Design Guidelines and in accordance o�y o3mm ,= E:3ssszo5so- ---__-_____-________-__I�______ m----_--- __--_-__-____�______ with the approved construction plans o amendments thereto approved qTe rLTB-------- PP P PP Z 1 pb t oar 1 8 _ N: 10188100.17 6 I I rL Te N: 10188338.09 m b th8 Cilavy' Of Ci0 8 8 .Sta{IOn• - 'n ' d 'n a o °a. in o 0 E: 10188100.1 N: 10188175.69 312 N: 10185274.08 - \ \ y g _ vi �- n � a a E: 3569324.23 -- _ -__ n it \ ui _ - - E: 3569404.62 E: 3569457.54 o O maa:uim .o* O / 312\� --- - \ - om341o`m.n3:ono o / Control Point - ` �� 311 N: ,o,aeo3o9z� _ sae ..____ _FT/Pc 31-' \ Dale Browne, Jr., P.E. 1890 (n E: 3569231.72 Control Point Control Point �,_-, \ 1008 Woodcreek Dr .C1. {8. 0 Control Point 308 PT/PC r PT/PC PT PC N: 10185248.56 '"U vi _9 7 r N: ,0188073.85�_ N: 1018816352 307 E: 3569422.23 Control Point ♦ College Station, Texas 778 3 0� v- I / E:3569352.75 3os / \ (979) 693-3838 E: 3569275.94 PT PC a m ' N: 70188325.59 \ �z;j-V ao9 a'om 304 E: 3569485.97 a m i 3•T 303 e \ LLJ o Owen o son o �� / 302 �oaa c.e �9 rL e Io>�m I0o i�o T Control Point N: 569579.16 a c ' PT/PC - \ E:\69579.16 \o'a�iw \c v \u vK N: 10187959,21 O ra o u a r"'.o'¢ u to o a IE: 3569235.99 m 3.99'. RP o: \ \ �. ' E. 3569239,03 59.62' RP N: 10187997.89 Ni 10187934.97 E: 3569281.35 a \ t 4 X 4 Conc. Pad ••- � E: 3569216.14 i ' ' D � ! r 0 Control Point Be detail thi8 Page - Control Point tsv Op Pr/PC p g N: 1078837T1 N: 10187958.87 N: 10188221.71 3 \ry E:3s69241.7a o^ E: 3569483.77 - - i 156 LF of (2) 4" Gray PVC rk TB "�31\ N: 0187913.26 0 -Te ControlPT/Pct with sweeping 90' Bend. q TB 3\ O : 3569226.11 N: 10187959.54 .,�N: 10188046.09 Q r 65.82' RP 0 E: 3569288.09 E. 3569335.89 72.51' RP 3 N: 10188294.01 N: 10187882.77 3 _ - N: 10188136.44 E. 3569211.74 $0$ - E: 3569414.19 ea E:.3569575.18 Control Point 1,387 LF OF 3' �j0$g N: 10187949.19 -- y Pr/Pc Concrete Retaining $0 E. 3569283.29 N: 10188065.,1 �J\� N - rL TB \ E: 3569401.18 - \\ Wail. 3�\91 / N: 1 N: i3569356.96 GOr17r17on Area !% en Area N: 569282,39 E: 3569356.96 \ P E:3569282.39 � Detention Facility - - - \ 5.803 Acres A N: 10187950.R16 ♦ rL TB -- • - • -N: 10187800 51. 9 • - - • - . _ Na' E: 3569353.09 N: 10188034.60 ; 06. A ti •=>-•-•-•-.-_._.__. E 3569395.62 E: 356925L32 N --`♦ 0,`�098 Control Point ��--r�-- \ 7 N: 10 n ` 0 - N: 10188722.12--0' � `♦ 7,2 E. 3569485.27 t{� o, �N: 10187990.33 PT/PC RP \ Control Point - E: 3569387.54 �- djN: 1 .7 56959(3.96 of TB \ - - N: 10188114.52 E: 3569515.36. ;Q N: 101882 0.01 \ E: 3569598.40, N: i E: 3669623ti 0 197.60' RP _ N: 10188085.93 3Q N: 10188196.39 E: 3569534.47 E: 3569641.83 End of (2) 4" Gray PVC. Q - De ten tion Pond ` N: 1018817E: 3569634.23 3 l \ 23 \ 6.01 1, 0 Y of Turf ®SCALE: Hor. 1" = 30' Reinforcement Mat 0 15, 30, 60' 143.63' RP N: 70186090.67 569625.41 Q�E: 3569625.41 3 4._0" `\ 176 LF of Low \ Flow Channel RETAINING WALL T.O.W. = 307.00 (Upper Pond) T.O.W. = 305.00 (Lower Pond) 10' Upper (TYP.) 8' Lower (TYP.) t5'-0" _ 1 _ 20'-0" _ 1 _ I _ VARIES T.O.B=312.00 T.0.8 = 310.00 6" (MIN.) TOP SOIL1 LOW TO MEDIUM PLASTICITY CLAY (I.E. SANDY CLAY, SILTY CLAY, OR LEAN CLAY.) (ASTM D2321 CLASS IV) COMPACTED IN 6" LIFTS TO 95% STD: PROCTOR (ASTM D698). Section "A" -"A" TYPICAL BERM SECTION SCALE: N.T.S. ` 74.00' RP ♦ N: 10188195.14 \ E: ,ray PVC ♦ ♦ \ - - I VARIES. � 4" Gray PVC #3 0 12" OI O.C,E.W. Bottom of Pond IjN , 1 REMOVE TOP 6" OF TOPSOIL -r WITHIN "FOOT PRINT" OF Oj PROPOSED BERM. PLACE SALVAGED TOPSOIL ON SLOPES AND TOP OF COMPLETED BERM. Note: End of 6" conduits outside iv of the pond shall be stubbed up 2' above the finished adjacent ground. Section View 4' x 4' CONCRETE PAD DETAIL SCALE: N.T.S. CO ' O Do Z Z UU X v \ z > q TBO 0) N d" \ N 0188388.15 > 0� 2, `- O E: 3569675.17 >D j .,a) to r c+7 Control Point \ O U) PT/PC 0075 « 0 10 11 rL Channel N: 13569674.87 \ 3\\\ - m z' �' f) N rL 306,50 E: 3569674.87 Z IT � ♦X 0 (M N: 10188249.24 E: 3569623.42 .- r- 88353.05 LSee Detiol "A" on E. 3569674.48 rL TB LLI Sheet C5.7. \ N: 10188386.64 Li uJ at -0 E: 3569684.29 Z p 00 -C N g' Control Point \\ \ J - N Q) m PT/PC \ \\ \ : U Z c - O N: 10188356.88 E: 3569675.60 \ LU W O 0 .m- S \ rL TEI v r N: 10188373.22 \ Control Point \ E: 3569730.24 \ PT/PC N: 10188274.39 E: 3569638.00 _ 0 \ N: 701883788300.91 rL TB ,__ E: 3569707.92 Control Point Control Point 156 2 51663.0 ' `- Comer Comer 569663.08 N: 13569719.65 N: 10188343.82 E: 3569719.6� \ rL TB E: 3569720.32 ♦ N: 56966975 \ r' \ E: 3569669.75 \ _ h net P /PC 6 3 y 1 1 8228.91 ..,._. Q`ey ♦ / \ \ N: 10188310.75 Gy� E: 3569723.50\ rrL 1 Q TB E: 5697.37.477. N: 1569750.37 \ E: 3569737.47 E: 3569750.37 'N254 LF of 3' \ 1� 96.46' RP Comer Point \ Concret Retaining. ` - N: 13569730.08 N: 10188260.90\ Wall E: 3569730.08 E: 3569749.27 1 \ \ _ C _l O �070 rL TB \ ` - O ■ � OB N: 10188311.66 - Oj E: 3569620.78 Ch a /PC C no 0S RZ6.Od\ \ LL 3n s- _ 7: 10 •• 2 9 rE Te E: 3569 .5 N: 10188302.15 e • S a Detiol " on E: 3569648.49 O set C5.7. 14.00' RP Control Point \ \ Na 10188224.20 Comer E: 3569803.00 N: 101BB281.51, rL Channel 299 E: 3569824.29 N: 10188262.32 \ 300 °G' v E: L1060RP Sea Detial "A" on301 N6,, 4302 E: 356983.Sheet C5.7. 303 0 00000 0rL Channel 99 306 ,PC"' Came"I Point I � i 8 0 0 . O N: 5698288.51 92.39 ', E: 3569892.39 \ Q e9 308 N: 569845.22 O 0 0 O 308 e: E: 3569845.22 00 000 _ 0000 O O 310 `� 0 0 N: 10188201.93 309 \ e 0 ° 0 \ E: 3569840.70 \ 00 p 00 \ I ° 0 00 0 00 372 SY of Turf � W N: 1018823.TB 8 - 0° o o N1° o 13' RP000° Reinforcement Mat E: 3569879.02 \ \ 188N: 0188255.81 O ° ° O ° 306" SY Of 12"0 \ \ \ E:35698 0 24 $ E: 3569892.63 00 O O O o 0000 0° Stone Riprap o 0000 OO °0°00°0 67 LF of Low Flow M Channel 00.50%. W ` � \ SHEET N0. NOTES: 1. See Sheet CIA for General Notes and Benchmark Data goo 2. Abbreviations: G.T.D : Grade To Drain 3. All slopes are 4:1, unless noted otherwise. - NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST. UTILITIES WHICH ARE. NOT SHOWN. THE THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR COMPONENTS FOR CONSTRUCTION SAFETY. LOCATING AND PROTECTING ALL BURIED UTILITIES, Control Point (Upper Pond) TIN = 30 •. • • 7 'uWexterior finished. '�illlll��llll� Top 6" must be formed and finished to' 1111M.111111. control elevation and 011111."1I1I 304.50/302.50 11111 Jill] Q C is 3" Cir. (TYp•) D o .. A. . C . . ALTERNATE CONCRETE RETAINING WALL SECTION SCALE: 1" = 1'-0" FIRM UNDISTURBED soiL OR MATERIAL" COMPACTED TO 057. STD. PROCTOR (ASTM D698). • STONE 4" (MIN.) TOP SOIL COMPACTED ■.■■■�■'TO 85% STD. PROCTOR (ASfM I_ ■■i • . Il11.._.■■■ THE ENTIRE SITE OUTSIDE OF OF TOP SOIL. TOP SOIL FINISHED ALL AREAS RECEIVING TOP SOILSEEDED REGIONHYDROMULCH OR DIRECT BURIAL BY DRILL. HATCHED • BE SEEDED. C2" SAND CUSHION COMPACTED TO 44�95% STD. PROCTOR (ASTM D698). NATIVE SOIL COMPACTED TO 95% STD. PROCTER (ASTM D698). NOTES : 1. ALL CONCRETE SHALL BE 3,000 P.S.I. CONCRETE. 2. ALL REINFORCEMENT SHALL BE GRADE 60. 3. ALL EXPOSED EDGES SHALL HAVE 3/4" CHAMFER. 3. ALL EXPOSED EDGES SHALL HAVE 3/4" CHAMFER. 3/4" CHAMFER #8 X 36" SMOOTH DOWEL //_® 12" CC. RETAINING WALL REINFORCEMENT CONTRACTION JOINT 3/4" CHAMFER #8 X 36" SMOOTH DOWEL LIP 12" CC. 2" MID.) RETAINING WALL CONSTRUCTION JOINT REINFORCEMENT 3/4" CHAMFER 1" I.D. POLY. #8 X 36" SMOOTH DOWEL SLEEVE ® 12" CC. 770771___J\__77777777T� 1/2'• EXP. JT. MATERIAL EXPANSION JOINT NOTES : I. CONTRACTION JOINTS SHALL BE PLACE AT 25' CENTERS. 2. EXPANSION JOINTS SHALL BE INSTALLED AT 100' CENTERS. CONCRETE RETAINING WALL JOINT DETAILS SCALE: 1" 1'-0" 6'-0' 6" t I 5'-0" 6" PEE OF r •• ...... Fk4r j..... 8,/25,,,,, 2015 *, 0, LE, BROWNE, JR. 0 �j ............................. 81890 r i cisr..': RECORD DRA NGS Auguat 25, 2D15 Oreers. ThesntlineerI not re pmvldedby others. The Engineer is not responsible for I certify that the subdivision improvement shown on this set of plans accuracy or completeness. were actually built, and that said improvements are substantially as shown hereon. I further certify, to the best of my knowledge, that the �* materials of construction and sizes of manufactured items, if any, are N stated correctly heron. ^ o a o Brgios Paving, Inc. P Box 714 m m �oF Bryan, Texas 77806 Z O o 06 (979) 822-7605 3 z Y Oa: fa: o � w = ono M P TypEE-o n August 25, 2015 9 X e o 125 I hereby attest that I am familiar with the approved drainage plan and (n ' s .0' IL ° � ' ax o:N - asmm oa r associated construction drawings and furthermore, attest that the „+ o drainage facilities have been constructed in general accordance with the ' 3 nod n 000. Doo Bryan and College Station Unified Design Guidelines and in accordance i- o �Y „ 5-„r. With the approved construction plansor amendments thereto approved ��a8w+>:a! by the City of C lege Station. — sm aow�3 �d U © Q Q ale Browne, W, E. Tx 90 > oA�' 9 s �aA 1008 Woodcreek Dr, Ste. 1 - = J ii � � g College Station, Texas 778 LL1 ' �8�'�0 ';> (979) 693-3838 ma^" 9C." re`� �v�v �co ��a n n V a N o I o d.a ua v y,no. @a \v o E. \a�o•r. c c . ouaoO¢ Ouv �ovcWi _ o Zo cc 0 U' M Z Z W W m CI)I� rn Z i N O N r OU) gccNrn - m Z tl I— ti 06 a N N ti W C Z '0 X W m W W o a C 0 Do a Z Cr`00 o j=3 W w r U r S Top —of —Wall 307.00 (Upper Pond) 305.00 (Lower Pond) 306.50 (Upper Pond) to II�� 304.50 (Lower Pond) n ' V� Connect the concrete channel to retaining wall with on - expansion joint. Detail ,,A„ _ Channel —Wall Connection �co SCALE: N.T.S. WQ C 312.00 (Upper Pond) 310.00 (Lower Pond) O 311.40 — 100-Yr Event Elevation (Upper Pond) ■"+ r_n Turf Reinforcement Mat V308.80 — 100—Yr Event Elevation (Lower Pond) Turf Reinforcement Mat .1.■.r Tensor Vmax C350, or Tensor Vmox C350, or approved equal, install per manufacturer's approved equal, install per manufacturer's — > recommendations, recommendations. V 6" 5'-0" 6" LL U) 6- 0 �i 4" 307.00 (Upper Pond) 305.00 (Lower Pond) w O �,-0„ `OI 6" 4" Concrete w/ #3 ® 12" O.C.E.W C5.6—Section „B„_»B» ■ SCALE: N.T.S. NOTES: M 1. See Sheet 01.1 for General Notes and Benchmark W Data. 2. Abbreviations: SHEET NO. G.T.D : Grade To Drain NOTE: LOCATION OF EXISTING BURIED UTILITIES, WHERE SHOWN, IS APPROXIMATE ONLY. THERE MAY EXIST UTILITIES WHICH ARE NOT SHOWN. THE THESE PLANS DO NOT INCLUDE NECESSARY CONTRACTOR SHALL BE RESPONSIBLE FOR COMPONENTS FOR CONSTRUCTION SAFETY, LOCATING AND PROTECTING ALL BURIED UTILITIES.