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Gateway Center Phase 2a-2 Site Plan
J1111 iiiiiiiiiiiiiiijil Delmar Baronhead I, LTD. �n s46Ar% I'�Central Expressway,Suite 200?"Index Of DraWi � a COVER SHEEP Dallas,Texas 75205 a P NorthLAT h c3 SITE PLAN (214) 219-5600 N D C4 PAVING PLAN SO Contact Dou Patterson CS GRADING PLAN 9'F C6 DRAINAGE AREA MAP C7 WATER/SANITARY SEWER PLAN & PROHLE cs EROSION CONTROL PLAN ° �� R°• • E n g i In e e r APR C9 DETAILS 1 o� C10 DETAILS 2 Brockette ® Davis Drake z a F COLLEGE STATION . DETAILSExpressway,Suite 1100 CITY O STD 41 ■ Central aId: O a SHM W1, W2, W3, W4, M, S2, S3, S4 VICINITY MAP A � � Dallas Texas 75204 NTS A L53 LANDSCAPE PLAN-rD �Q (214) 824-3647 x r- - IR1 IRRIGATION PLAN U (214)824-7064 (Fax) t#. i x o Contact: Jim Riley,r..........�x,TNO S C�qN'... ;*r.�. ..♦ MM �ED FOR REVIEWED OR U o o ° °�F`•.:�F 5�4_ ��� COIL f L1ANCE oe'S COMPLta m � o Jul. 1 2 �.QQCQ f JUL �-z"CA". COLLEGE t' t AiIUN S� COLLEGE ENGINEER � ENGINEERING aba�, QEiEt o q :f• ---------___-•_-�-••-1--- 1-•--p•q_ wr-<.-__ s•-T__-:dC,:rw,7��7r-�.:f-�:.C;.G� :3� n.?:tiawr'+..,m-a.w .{_. _ 1 LOT 9. BLOCK 1 1 1 t 1 1 1 1 1 1 J 1 1 1 J 1 1 1 ! 1 I 1 1 1 1 1 1 '1 t 1 1 1 1 / 1 1 1 't 1 1 1 1 t 1 1 1 1 1 1 1 1 I t I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 { 1 ! 1 I t 1 1 1 1 !� 1 ! 1 1 1 1 1 - � DEifNTiON POND _ VOL. *998. PG. 262 / �� � ,'•--a_a_-__-.._.a-.a__a-.a___�-..►�-.a.r..a--__..a_a_-...wM_."_I__�--_a_d_._._a...Mw•w� r.T,.a�:.-.r"w'L� ���CG'_T.a�:•d-.,T� •.�.'�..T'�_T-i. �T C�.:..ti.�Z..7'-- T.`rrw.l. __ 1 -- ! < _ � .- -. _ _ � _ 00 YEAR � � �" /w *20' PUBLIC UTILITY EASEM / /, `f�? r, - --- ----- -- -- -1L+ T I rOV�._I__ _=-_-_I _ PER VOL 36_63. PG. 31 FLOOAPLAIN �,�4 -1 L-------J I-- - --T-1 -- r-f L- -J ---t -1-L- _L-------J L------- r-I-L-------J L---=►---1--------1 t SANITARY SEWER MANHOLE - 1 r 1 1 �jr�/ I� i i 15' PUBLIC UnLIN EASEMENT t , TOP 10' PVC-272.20 / 8FE-26� / :.ti:� c t 1 t 1 T T9WA PHAU 2 1 t� I IT 19ON R=261.90 / / / • ?i:. t 20' PUBLIC UTILITY EASEMENT t t t r PER VOLVOI 5809. FGa 70-71��~� t ► G . ROD 5CT 1 I �,�'? I 1 1 t ljg.52 r i i TELEPHONE VAULT PER 5809�70-71 1 1 1 t t . . ---------------- ------------------------------- I I von '- , . 0- 1 Wl. 4974, PG. M ' ; � t 1 1 20• -WIDE SLOPE EASEMENT 1._J , TELEPHONE ~/ t 1 /2' tRON 4 _ � � VAULT I �vm � �� �I 15' BUILDING SETBACK c------ ----------------------------------------------------------- ` -- t / "�.'~'�'�--------------------- - / �/ // _,t _.. !1 � .._ _ -- - " 2`�"ti�„ �� - ♦ 'fi --- _ _ -_ VAR AB WIDTH PUBLIC - -_'... -� �I� . 5/0* IRON ROD FOUND UTILITY EASEMENT -� _ ��=M - ' HITS: 5 44'40'J9 �•9.72' VIOL 4998, K. 262 /o F0LW1IN0 $ 41'S3' 45"M1 x ,- >;,.i~ 28 ---� �- --- �7 .L< ♦`� ` t STORM SEWER MANHOLE ,�•- � / '^ % t s�' - /x !¢ON •' ) l ...... ....,.ws- ww_..-_ -28 � _ TOP-271.89 / t ! ' b SANTARY SEWER 20' WIDE I�JBUC ti �� `� �" - �` I FL 36'-262.84 aoo/ MArNHPLE �a3 --� N�3 S , �^ t 1 tMIITY EASEMAW yJ 1 TOP=281.21 -272.31 VOL 4998. PG. ,� p�•,,� ,,p` `� -_ _ -----_ _ srw,Ti► �aP-iis. '�-- `. l �� veil ( SCALE- 1 "-so' 4:L11iI'IIf�/ tF7Fi: TOP 8' SANITARY SEWER tlNE FL 8'-263.09 ,J 6• sis°`n OF FIRE HYDRANT - / 1 srclRM SEWER ►1ANt{oLE •�; EL.EV: 286.48 = a TOP- 1.02 , ' i :^ STORM P-E27179RATE / / I FL 12. OUT-278.32 /y. T:"•-=s fN 49 15 12 E�1 i.3.5? fL 36' OUT-26�04 j I i i j ' It, 1 36' STORM 1 1 / i ','ifi' `u., / •••.`____...__ 3a a s'. SEWER LINE n ♦ BLOCK / �A I FL 8" PVC = 278.47 , f �} E 1a i ' I j LOT 11, BLOiK 1 i}AvIj f> STORM SEWER MANHOLEt',rt J■ �A/_/i� ACRES q�, ::• TOP-280.95 ! wit' ! 1 W N ■ 1 .323 • 1 1 I tiu� I FL 12' IN-277.23 '^ l�l. N fn ", --v THE GATEVHAY, PHASE 1 I N 1 1 I `I oiYt ,` 'FIRE LANE` Lei \ i w4' �• �'� 1 oo REPLAT l 4� A i`ztici % 1 I VOL.9, K. 262 t ,: ♦ �F� � ; � � : glt;�;��' I,2' IRON LOT i 2 ?i 1 dopm/p r ROO `.><`rT LOT 1 A 1 1 t n `tS 1 1 O , '' / BLOCK 1 ss t 1 '� dor too °� ��5 PHASE 1 BLOCK 1 `. �t l� l� V,PHASE 1 •661 ACRES i' `sT 12.741 ACRES \\\; r'..:.. �R00� II VARIABLE WIDTH PRIVATE284 ACCESS EASEMENT 'C'y 0.82 ACRE 2'tiO" \ ( .� c„ 1 '� 2y j' 1 h t � �t 35.865 sq.tt 1 % �' ` STORM SEWER GRATE T �. ""1 .°A* : STORM SEWER MANHOLES FLOOLPJ..F' IN VOI. 5779 PG 186 + i •, 3, ? f'� t �_ -_ 4 TOP-277 74 xLs i i :+ FlRE LANE" ,til�rST SIGN ,!--�='•-• ' i-1 41e6, lM 1 I /z' IRON ROD 5eT S. 4V5' jR jf t ,/a5.0Z .-X. 'FIRE LANE" •i ' ' j!• �' _._. _ M � O SIGN LOT 1, SLOCK 1 Th9 GATEWAY, PHASE 3284 VOL.nF PG. 1iR 1 �'f+' ,rry , ' ` CONCR �, STORM TOP.290.�HQLE<':J, _D4M P / r FL 240 1N-286.69 / "X" f iQ OUT-285.96 'oI 4tc§ i a s '. + FL 12"-21MI 7 004 is ` i'it • r • T fBS Iinl . ; . ` \ .,., •�� 3 lxka' I S. t. ` C,� J4, a ram- C Kt T 1 { ,41 WADS 1 / 63�ZEy�O • _ �At ~ ly STORM SEWER MANH= TOP-295�78� FL 123'191.88 SANITARY r RY SEWER \'� \ ro vi TOt>..�DB I L 2T. BLOCK I 08ACRES ~ REPLAT OF % ' \ GATEWAY SUBDIVISION, PHASE L" / / / / VOL. 6372. K. 139r It, 1': TOP-277.66 36' POLI'=267.96' _----------_._.`2a=1"-„_`._._`__.._._..-_.---2p',j-----•'e"82- _._-.. ...-,- _'_"i�Y.3---- _._.._..� � �-'_" 28.�'8-`--..____._._.___.._,.�._._..._..._���2b-,��Y2--•� �280 _...";_____ 2,54----- t„ Vlu can , e ~ w _.` •\`` - CSC � N ` t Y ' ' '';sY SQUARE CUT IN 134. EL.EV: 286.48 LOT 7, BLOCK 1 1.46 ACRES k \ o THE G/1TklIVAY RWASE 1 •r �' SANITARY SEWER MANHOLE 0 SANITARY SEWER LINE Ss STORM SEWER MANHOLE STORM SEWER LINE �6T TELEPHONE PEDESTAL TELEPHONE LINE T TELEVISION PEDESTAL TELEVISION CABLE ---------- qV WATER METER Q WATER LINE ®_ WATER VALVE FIRE HYDRANT OVERHEAD ELECT. LINE E POWER POLE s VOL 3 W, K. 313 , K CONCRtTt / CONCRtTt 1►QW10 LOT 6. BLOCK I STORM SEWER MANHOLE 1 THE GATEWAY. PHASE 1 COULD-28307/Z. .07EN 1 VOL 3663. PG. 313 • WON \ ` t \ \ LOT 5A. BLOCK 1 I/r 1.106 ACRES ROD St' THE GATEWAY. PHASE 1 REPLAT - . VOL 4998. PG. 262 �,� IRON 1 ` ROD ,Se IRON ROD FL 36' IN-267.64 WE269 .FL 36. OUT-267.09 --------- ----``1T----------- -- ------------------------------------- 10, PUBLIC PUBLICunuN-- `--------- --------------------------------------- EASEMENT VOL 4998. PG. 262 (3) WATER VALVE` 36' WIDE ;;p_( DDRIVE E t! LOT 11, BLOCK I 11.323 ACRES 1 - IYAD PLUG TACK 5CT IN CONUM Dwe Nil` •h� �� z. 4x 15' PRNATE p(CE44 /i PUBllVO4C 499H EASEMZNI 20' PRIVATE ACCE • ^ _ - j PUBLIC UT1� PC. 313 \, `. £�•�r.'r�ric�� ftONCRtTC -XI btT IN VARIABLE WIDTH 1 PRIVATE ACCESS & PUBLIC UTILITY EASEMENT ,► E'f F % � r :? a►ti �oz VOL 489e. PG. 262 y 1, 4 k. 4zc r+;ys,i LOT 2R. BLOCK 1 y'II� ,� "�► 3.39 ACRES A,r• 4�a �C f 1 CONCIMTE 30' PRIVATE ACCESS & PUBUC UTILITY . y �¢ ; < � � 1���•1�� , Y �Y +; �rr/ t r ~ VOL 366��PG. 313 SANITARY SEWER MANHOLE TOP-279.51 r" FL 6' PVC IN-270.01 �, ffy FL 8' PVC OUT-268.31 X" 5tT IN , � t 10' PUTILITY s / ► EASEMENT i aL(� ► t VOL 3730. PG. 277 / ' u LOT 4R, BLACK 1 ' 1.84 ACRES 15' PFUdcB,L..IC._ U71UTY VOL 277 -_71---� - "k'�5 rnCRTeTe 1N Vol Pg Doc leg OR 6693 all NOTES: 1. BASIS. OF BEARINGS IS THE REESTABLISHED SOUTHWEST LINE OF LOT to - 16.997 ACRES - BLOCK 1 AS SHOWN ON THE REPLAT AND SUBDIVISION PLAT ESTABLISHING LOTS 1 A. 5A, 9, 10 AND 11 BLOCK 1 OF THE GATEWAY. PHASE 1 RECORDED IN VOL. 4998, PG. 262 WITH A RECORD BEARING OF N 48'03'22'W. 2. A PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0142C. MAP NO. 48041 C0142C. REVISED PER LOMR'S ISSUED ON SEPTEMBER 19, 2000 rkND OCTOBER 30, 2003. 3. THIS SURVEY -WAS CONDUCTED WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE. LIMITED DEED RESEARCH WAS CONDUCTED TO DETERMINE APPLICABLE EASEMENTS. 4. BUILDING SETBACKS SHALL BE THE MINIMUM ALLOWABLE BY CITY ORDINANCE. THIS TRACT IS SUBJECT TO THE UNIVERSITY OVERLAY DISTRICT REQUIREMENT, i.e. 40' FRONT SETBACK AND 20' PARKING SETBACK. UN£ d£AR1iVG D/STANCE L 1 S33'53'03'£ 27.87' L2 S68'09'56'?Y 32.72' L.3 S.335.3'03 E 237.95' 14 S55'0450'9V 27.60' L5 VJ5'38571Y1 82.57' L6 N37'161021W 68.16' L7 N38 20 53'W 74.50' L8 N70'19 59 W 32.65' L9 N41:5553'£ 7.51 ' L 10 N48'55 56 "W 53.57' L 1 l N4155?6T 60.77' CURIr T,A&Z CURVE LENGTH RADJUS Dfl TA Ch'ORD BIEARING CI 161.38' 373. 00' 24'47 20' N 32'40'S8'1i -160.12' C2 112.48' 22.E 00' 28'38'38' N 34 :36:37"W 111.32' C3 152. 71 ' 275. 00' 31449 03' N 33 O 1 '241W-150. 76' RE PLAT 1 OF LOT 1 (124-741 ACRES) LOT 12 (1.661ACRES), BLOCK 1. GATEWAY SUBDIVISION PHASE I VOL, 6372, PC.139 14.40 ACRES RICHAARD CARTER SURVEY, A--8 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE. 1 "=60' MAY, 2005 SHEET 1 OF 2 PREPARED BY. --- - KLING EMGMIEERING & SURVEYING ---- 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212 Wdlf- . .. .:.rf: , I 1 ' I 1 1 I 1 1 , 1 1 % 1 { ; 1. 1 1; UTIUN 1 1 r-' 1 r--_-__....-_-r__www-_,_,.._,'-----1---r-�'q1t•��- 11y t� r.�.G-3.�. .c.�;,- ' I ' , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1' � 1 �•1 - 1_-1 1� , �- 1 1 1-- i 1 , 1 1 1 1 1 1 1 , I 1 1 , , 1 1 _ • �/ \` I � • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1, 1 1 1 , t 1 1 , 1 , 1 1 1 1 1 1 1 1+ 1 1 1 1 1 1 / � ! i �_-�•-•----___�-�_s_J_r-�_.,�-_u...a....--_t.-a-_....�-...a_-�•---�_a..__..-i.s... � �.'"'_•�.T..T.:.�•.-� T�_::i^�.�T a-_� ti�_S �-T7 � �'^ � ='T-T T'-asJ -„- �. 00 YOIR \ ,'20- PUBLIC UTILITY EASEMENT ' �F fa PER VOL. 3653, PG. 313 F LOODPL� IN \74 r_1-1 -------- r`1--------1 r-J L-------J �T �Zl � - ---1`Z-------- --------------- i i T-1------- T140 Y MAN. � J'1--_!\_-- t-L-------� t 1 15' PUBLIC UTILITY EASEMENT ' I / / / / // •` 20' PUBLIC UTILITY EASEMENT 1 , ���� PER MDL :4". Pam. 7A^71� // Ir" ✓"' PER 584fi/7D-71 i i 1 7 ACRES 1, � 1 i 1 1 _ 1 jj�''�j � 20' WIDE SLOPE EASEMENT i ROD FOUND i i l J `11"T"' IPC4e �71 VOL 4474. PG. 289 \ / 1 , 15' BUILDING SETBACK .._..-------------------------- ------------------------------------------------- ` 1-- // WIT►+ CAP - C� 1 IRON 114.2 �5"YI L w w ... ,1, w ,. Q1► .... wl► vo �. am 1 /2" {BON % f---� ROD FOUND 5 41'�3 ROD SLT �' �MRTN CAP % / - 1/2 IRON ------------------------------------------- ------------------------------------- ._ .--------------------------- 'fi,a<, ------------------- ,;5;°'.;R / ROD 5ff .7 * 20' WIDE PUBLICS ' 4' r ?u=j r f � �r 1 1 1 ' Nr 5/Pl IRON ROD FOUND WITH CAP EAVEMENT V0�11U99b PIG 22" " . lama '1 1 "'..N+ ;' 20' WIDE PUBLIC ! �� ♦ 1 20' WIDE PUBLIC UTILITY EASEMENT i 1 • * UTIUTY EASEMENT � t ♦�1 \ / 1 1 1 , 20' WIDE PUBLIC UTILITY EASEMENT ow �♦ 1 f ► t G ► 1 ; 1/RepWON P.O.B. -- 15' WIDE aN tT PUBLIC UTIUTY q ^ p -/ .♦�I \�? ` ;1 ;, i EASEMENT LOT 1 AR-1 •' i i N 19'04'17"E 21.§7. , .,�. 11.78 ACRES z 1 1Ir IRON ROD 5tj , VARIABLE WIDTH PRIVATE`.+. - AC= EASEMENT "C' 0.82 ACRE 35.865 sq.ft. VOL 5779, PG. 186 11.0T 1, BLOCK 1 6.207 ACRES THE QATEWAY, -PHASE 3 Y01pt. 637-0 Pa.139 LE /2" IRON ROD SET 5CT IN CONCRETE 44 Ilk ��sssr `s Rc >-- -. .. % Y. � 1 LOT 8, BLOCK 1 2.086 ACRES REPLAT OF GATEWAY SUBDIVISION. PHASE 1 VOI_- 6372, PG. 130 424 15' WIDE PUBLIC UTILITY EASEMENT 0.34 ACRE L." L1 L19 21 1 At 49'16 46 J1.5p' 0 M �p1 ;�f 1 O 00 V� 2 L17 LOT 9, BLOCK 1 DETENTION POND VOL 4998, PG. 262- ---1 i /2' IRON ROD 5tT ------------------------- --------------------------------------- ------------------------ , , VARIABLE WIDTH PUBLIC I 5/8' IRON ROD FOUND UT1l.JTY EASEMENT 5R5: 5 44'40'39"0-8.72' VOL 4998, PG. 262 S LOT 11, BLOCK I ,/ N 1 • .M ACRES THE GATEWAY, PHASE 1 a REPLAT Z VOL. 499% PG. 262 03 �jJ \ a'� f1 O N. , , , , ♦ i 00 YF.AR---' F'LOODPWN ♦ BFE+269 , ' e , , , , !- - , 1----------------- -- --�- - - - - - - - - - --` 10' PUBLIC UTILITYNT ` VOL. 4998. PG. 262 , ' 1 , , , , , , 1 LOT 11. BLOCK 1 1 11.323 ACRES , , , , , , t , , ; LtAD P" A 1 TACK SET IN t CONCRETe ORNt a LtAD PLUG h � TACK 511 IN �--- "IC StT IN * - t"` k ! �, CONCRtTe DRIVt 4f ODtiCRtTt � rr � ii S 49'16'41 V-1U 49' 1w\ I, • N. %A % AAIyL. . - ' , •U' IttS\ Pll NAUTT1Im cT � 8PG*- _ ��Sdtc, FO(IjyO �1�k; •� `0�• � - _ - 49_:.1 mfly It I .,.`^HIV ,,far �9 � �• 5 a, � _ _ _ _ _ _ _ - _------ 5PSS PUBLIC 360. PG- 313 V- --_ ---- S "r 5tT IN - Q�', I `` � cpNCRert ' VARIABLE WIDTH 1 PR LOT 1AR-2 2.62 ACRES /v �► , �, , ` / A • ` HATE ACCESS do - , PUBLIC UTILITY EASEMENT LOT 7, BLOCK 1 ! ,VOL 90. PG. 262 &1.46 ACRES1% h, o THE GATEWAY. PHASE I ` �► LOT 2R, BLACK 1 *+�' 3.39 ACRES " . CONCRtTt PRIVATE UTILITY IN / 56 IN EASEMENT ` CONckeTr / CAt t C"" VOL. 3883, PG. 313 LOT 6. BLOCK 1. THE GATEWAY. PHASE 1 VOL. 3663. PG. 313 1/r IRON � -------------------------- ROD + ' 5tT "JC StT IN ' PUBLIC UTILITTI' 10 LOT'5A, BLOCK 1 1/r IRON + N ; EASEWNT •. 1.106 ACRES ROD set ; $ , VOLs75Is, PG. 277 THE GATEWAY..P;idASE 1 r '�„ , REPLAY ' VOL. 4998. PG. 262 o UAIE T. .�! LOT 4R, BLOCK 1 ' `\ / 1/r Q 1.84 ACRES . LINE BEARING 01STAA" NOTES: Bop a L 1 S33'53103127.87' 1 E 7.1. BASIS OF BEARINGS 'IS THE REESTABLISHED SOUTHWEST LINE OF + L 1 S68'09 56'W 32.72 + L3 S33'53'03"E 2395' LOT 1 A - 16.997 ACRES - -BLOCK 1 AS SHOWN ON THE REPEAT � r - - _ _ _ _ - - _ _ • AND SUBDIVISION PLAT ESTABLISHING LOTS 1A. 5A. 9. 10 AND 11 L4 S55104 501W 27.60 BLOCK 1 OF THE GATEWAY, PHASE 1 RECORDED IN VOL. 4995, PG. L5 N35'38'57'1Y 82.57' 202 WITH A RECORD BEARING OF N 4S'03'22''W 16 N37'16102V 68.16 2. A PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE 100 1 `" " - - , % ;' 1s Y c uraay 17 N38'20 53'W 74.50 YEAR FLOODALAlN ACCORDING TO THE FLt�{`.D INSURANCE RATE MAP I/r &'N ` ._ _ _ �`°` 37�• PSG. 277 L8 N70'19'S9/W 32.66' .FOR BRlMTOS COUNTY AND INCORPORATED AREAS, COMMUNITY NO. _ ter 19 N4155'537F 7.51 ' 440084, PANEL NO. 0142C, MAR NO. 48041 CO142C. REVISED PER L 10 N48155'561W 53.57' LQMR'S ISSUED ON SEPTEMBER 19, 2000 AND OCTOSER 30. 2003. � L 11 N4155?6"E 60.77' �� 3. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE. LIMITED DEED RESEARCH WAS CURVE T.q,BL, CONDUCTED TO DETERMINE APP I f, EASEKNTS. .X 5Nt� G CURVE LENGTH RADIUS DELTA C0,10 Q 8 4R/NG 4. BUILDING SETBACKS SHALL BE THE MINIMUM ALLOWABLE BY CITY �t+ C1 161.38' 373.00' ?4'4720" N 3Z'4058'WN160.12' ORDINANCE. THIS TRACT IS SUBJECT TO THE UNIVERSITY OVERLAY li DISTRICT REQUIREMENT, i.e. 40' FRONT SETBACK AND 20' PARKING C2 112.48' 225.00' 28'38'38" N J4WJ71WN111.32' $P- PACK. C3 152.71 ' 275. 00' 31'49'03" N JX0124 V-150.7+6' EPLAI OWNER'S ACKNOWLEDGMENTS AND DEDICATIONS STATE OF TEXAS COUNTY OF BRAZOS pEVM�R gAft�av:(� � L.T.f� We, Owners and Developers of 14.40 Acres and designated herein as THE REPEAT OF LOT 1AR (12.741 ACRES) & LOT 12 (1.661 ACRES), BLOCK 1 GATEWAY SUBDIVISION PHASE 1, VOL. 6372, PG. 139. in the City of College Station, Texas, Brazos County, Texas, and whose name is subscribed hereto hereby dedicate to the use of the public forever all public streets, public alleys, public parks, public weter courses, public drains, public easements and public places thereon shown for the purpose and consideration therein expressed. by =LAtAQ 13AAavm64Q 6P*V / LlLC A 2 Frank Miholopoulos - .owner. 1 T'.S F"St,0i54-,?r STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Frank Miholopoulos, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purposes and considerations therein stated. Given under my hand and seal this ----L- day of __- ___, 2005. Notary Public in and for the State of Texas -- u _ Printed Horne: ►!� S C r r /• 1 lEN VASLO CARII J Public. State of Texas c"wi"on II ,� ..t;;>` � AII 19, 4048 My Commission Expires aQoB I ' APP OVAL OF THE P NI Q ZONING COMMISSION 1, �� ��� Chairman of the Planningand ZoningCommission of the City of College S tion, Texas hereby certify 'that the o toched plat waduly apprved by the Commission on the _` day of GA- S Chairman of the Planning & oning Commission City of College Station, Texas APPROVAL OF THE CITY ENGINEER I, KCity Engineer of the City of College Station, Texas, hereby certify tha this subdivision plat conforms to the requirements of the subdivision regulations of the City of loge Station, Texas. City Engineer. City of College ation. Texas CERTIFICATE OF SURVEYOR 1. S. M. ;Cling, Registered Professional Land Surveyor No. 2003, in the State of Texas, hereby certify that this plot is true and correct and accurately represents the lines and dimensions of the property, was prepared from an actual survey of the property made under my supervision on the ground, and that it indicates all easements as they ore visible on the ground, and the there are no encroachments, conflicts or protrusions, except as shown hereon. ,<<G- OF % �.• a .0 R- .......... ...... . Kling, R.P.L.S. No. S.M. KLING CERTIFICATE OF THE COUNTY CLERK SUR STATE OF TEXAS COUNTY OF BRAZOS 1. Karen McQueen, County Clerk, in and for said county, do here certify that this plat authentication was filed for record in my office the �� day of _._. Al )4 �_ - 2005. in the Official Records of Brazos County, Texas, in Volume W0513. Page .Z,f1-?._LZ A Karen McQueen, County Clerk, Brazos County, Texas ,4' P444X U7TU7Y l.IIIIE B£ARkW G STANCE 04 540'44 22 t 22 89' L35 S49'15'38'1V 20. 00' i.36 N40'44221W 22.89' 07 S40'44 22 "E 44.84' 1 J8 S49'15338"W 20.00' 1.39 N40'44 221W 44.84' 15' PU" LINE BEARING DISTANCE L 12 N68'.10149 1E 375.94' L 13 N49'16106 "E 541.27' L 14 S40'44'43 "E 15.00' 415 S49'1606"W 74.33, 415 S40'44'OD E 16.05' L17 S49'14'15'W 15.00' L 18 N40 44 00'W 16. 06' L19 S49'161061W 255.00' L20 S40'44 WIC 16.05' L21 S49'14'15'W 15.00' LZ2 N40 44 00'W 16.05' L23 S49'1606"W 184.45' L24 S68'10'491W 63.71' L25 S21'49 20 "£ 14.53' L25 S68'11'43W 15.00' L27 N21 '49 20'W 14.53' L28 S68'10'491W 240.80' L29 S21'49'201E 14.54' L30 S68'1143"W 15.00, L31 N21'4920*N 14.54, L32 S68' 10'49 iV 36. 42, L33 N48'55'56'W 8.08' 15' PUQL/C UBWY &4$&W lur cam r Cl fW LENGTH AA&US DEL. TA CHORD BEARING C4 8.70' 245.00' 2'02'01 " N 475455 `WN8.70' REPEAT OIL Lvo"ff I AR (12.741ACRES) LOT 12. (1 M661 ACRES)$ BLOCK I GATIEWAY SUBDIVISION PHASE 1 VOL. 15,372, G ■ 13 14.40 ACRES RICHARD CARTER SURVEY, A-8 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: I "=60' MAY, 2005 SHEET 2 OF 2 PREPARED BY. KLING EN%NEERING do SURVEYING = - 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN-TEXAS + PH.979/846-6212 am°'O A y to H x� A ai 0M.0 CD .D �a° 0 ry A P,ow U 0 at 0 O ol to0 O to •"� M f a'd o Q E- 1 #3 BAR 6" LUBRICATED SMOOTH #4 DOWEL BAR ON 36"—� CTR S. DOWEL BAR TO BE DRILLED_.. INTO FULLY CURED PAVEMENT EXTEND REINFORCED 30 DIA. BEYOND PAVEMENT 17 ARATE POUR EX. PIPE CHASES: 4G ON 1-10" PVC CONDUIT ET 1-4" PVC CONDUIT REMOVABLE CURB DETAIL 1,26• w NOTE: — 1. REMOVABLE CURB TO BE CONSTRUCTEDWye — — — — — — — —� AT THE DIRECTION OF THE OWNER. I / FL s" 28 .61 I ' ( �• f8• PE I I 6-33V1'2,C 1IR-275.W � I tr152.7t I '24'W LILY -� !I I II EASEMENT I ` I � I I I t I I Of 1 L11�2.4 ( EX. VARIABLE WIDTH I I PRIVATE ACCESS ' 4+22.72 `J ij ray EX. PIPE CHASES: LOT 1, BLOCK 1 1-10" PVC CONDUIT THE GATEWAY PHASE 2 1-4" PVC CONDUIT VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT ZONED: R4 EX. PIPE CHASES: VOL. 4974, PG. 289 4-4" PVC CONDUIT (- -1 — -� N 49'15'12" E — 7 7.18' E E E — ' R9' a EX. 20' PUBLIC 1 6 S0IM I i` UTILITY EASEMENT rJ ' I" (` I _�j EX. PIPE CHASES: (--�..1 E . '20', PUBLIC 4-4" PVC CONDUIT E 15' PUBLIC TILITY E 1-10" PVC CONDUIT UTILI EASEMENT 5" �352'5 3. �X WWMH m I j21M=276.20 \ ( kL 8 263.09_ i R COMP TOR \ / G 0 5 SPACES ft TEMPORARY CURB - •a r: ®9'=`�' ( (REMOVABLE) F o �� TRASH -+ FDC S EX PIPE CHASES: COMPACTOR E I 4-4" PVC CONDUIT — 1-10" PVC CONDUIT,F' a �o A IN AREA-' \ 0 co6 � M N LOT 1AR-2 WATER AND SEWER FIXTURES 3 C° ' ! w 37.5 WATER FIXTURE UNITS 15.1 GPM 4 �_ .661 ACRES 19.0 SEVER FIXTURE UNITS - 19.5 GPM J` _ _ U- F SEE DETAIL THIS N W W w 3 = ZONED: C1 WATER AN r ., ~ `ffIXTURES SHEET o Cr 2 `^ � ,w it I ? 375 WATER FIXTURE `bNls - 15.1 GPM FF 285.00 a Z x x ' z 020 SF. FF=285.00 FF=283.00 a FF=281.00 19.0 SEWER FIXTURE UNITS 19.5 GPM ,000 S < q 28,197 Sq. Ft. \ 3+pb` f z+Tsac , RETAIL RETAIL 20,300 Sq. Ft. 3 3 3 N 22,861 S Ft. z Q a w gin,:. a RETAIL 3 3 RETAIL - RETAIL � 06 AL BFR BFR / EASEMENT C 1 VOL. 5779, PG. 186 ZONED: C1.OV I . LOT 1, BLOCK 1 I — �� THE GATEWAY PHASE 3 I j' VOL. 6372, PG. 139 13 1 x D•24.47'2 f ( _ U18M1OW '\ CH-N=,W5e'w 41 Sj 31 L 11 N 71 ' I it Lj;,r 48 N d �i 12C I ► - ( �A — 4'-b' 4'-Fi• 4'-6' DUMPSTER ENCLOSURE PLAN N.T.S. 4'-&' I pUg�/ AR/g8 \ P- ® EXISTI G TAIL Zso. Ret Tr ct A ZONE : CT'OV HOC. 3e2 �jPC N pyq �� /J4? � 39 Se ®® f� 20, oR, siTy , \ �FL 8"( T)=268 1 \ \ PA -•A:.•s-a:�:�•�•�:v1•�:1:1:1•�•�.'R.:�-� A'a:l.:�•�•�.:�L:1:� 1 �Y:e •:1. :w"�•s:�:�:�•�:1:1'a'�:K� -\�WWIIWIIx1®.9WIWL 11cludl e—l�\�I���xi 1111001 1111N11111111�\�� x�x mim .�;i � 1:1.1:�}:1:1:1:1V:Ki:�:1:1:� �:i 1:1:1:1:�1:1:1:��:� � �:f:K1:1:1:1:1:� 1:1:1:� 1:� R ►:1:1 �:R'1:1:1:1:1:1:1:1:1.1:11:1 �:�:1:1:K1:1:1:1:� 1:1:1:�:1:1 LOT 9, BLOCK 1 EX. DETENTION POND VOL. 4998, PG. 262 ZONED: C1.OV j �. a ater 5r6VWl�fH — 4— — — — — — — — - j RIM=272.20 I.EX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT 4 I i I ♦I I � I � I I I( I ( I I 31 , Existing ^' THE HOME DEPOT _ _ J LOT 11, BLOCK 1 THE GATEWAY PHASE 1 VOL. 4998, PG. 262 EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT � aL ZONED: C1 FLUSH, 6ALV'0 CANE BOLT SLEEVES • OPEN t CL05M P09MONS EA. &ATE 5TL. FRAME GATE TYP. 8'xb'A/4. &ALVV 51-. TUBE JAMB POST - TYP. 5TL. DOLL.ARD - TYP. T5 8'x8'xl/4', 6ALV'D JAh-IE3 POST, CLOSE TOP W/ 5TL PLATE, PAINT - EMBED INTO GONG. FOOTING - RE. 5TRUGT STL. BOLLARD - TYP. FOUR (4) HEAVY DUTY PIVOTS PER OATS LEAF Y li EX. 1SV BLIC — 40 �- UTILITY ENT — _ Q x — 3 ww ( _ w EX. T� _ _ II= EX. FIRELANE 31.50' — I LOT 1 ,BLOCK 1 - VEME WWM z - =296.0 S'49'f5'00• W - 156.49' - X p EX. 15- \ x,.. _- . • s ' PRIVATE ACCESS & \\ \ \ _ ....... k - q S40'45 5'00•W , P EASE - \ S31'103'36 — - %- 30' ARn,w v ,Ags — J 1 r ACCe 3 — \� T o' P IV TE A C SS & P B C 1 A EMENT I EX. VARIABLE WIDTH / ONED : V Tye 0 \\ \ \<• F \ EX. PAVEMENT--� PRIV TE ACC y / �OCCA �II'Ae�O k \ , r; `► t j► C UTiL OCk 3gs J pc H'1 S£ i ` ......... Ix 3 E3 P L 4R, BLOC 1 c 3 V \� \ J �, THE ATEWY PH kSE 1 VOI 375 , PG. 27 1 �E ACCESS P EASEMENT TF/£ T SVOI 36 3 PG. 313 G °LC', A, kock r '6 \ ` \ \ x WWMH k £k 9 pyA 1-4 79. 1 NOTE5: I. ALL STEEL. TO BE HOT -DIP &ALVV. t (5) COAT PAINTED 2. SEE PLAN FOR BOLLARD LOCATIONS AROUND DUMP5TER DUMPSTER ENCLOSURE ELEVEATION \ \ \ \ b'x&5d/4' 6ALV. STL PLA 11,21 C.ORIM STIFFEt4ER5 91 511 E GHANNFlib F "\\ \ FAGE S - EA. GORIER - TYP. � DIA60NAL 'K' BRACING - 2'x2'x3/8' ANGLE BRACE Y`>ELDED TO CHANNEL FRAME t CORNER' &U55 ET5 JAMB POSTS BASE W/ MIN (2) 1/2'x4' STUD ANCHORS HEAVY DUTY 5/8-96 CANE BOLTS BOTH LEAFS - PMM TO STL. FRAME t PROVIDE HOLES IN GONG. W/ 5TL, 5LEEVE5 AT POINTS OF INSERT - 4 LOCATIONS (2 C ,05M t 2 FULL OPEN POSITIONS) SEE PLAN ' 0Lo F" W M '3BUILDING i � cep !'•T 1+p ZONED: C1.OV rri z 2 'tD xZ)o - L �? • j _( 27160' —''-- 0 60 120 Scale Factor: 1 "=60' ELEVATION CERTIFICATE C7 REQUIRED ❑ +1' E3 +2' ❑ 4Z ❑ +4' ❑ NOT RIFOILIMED NOTE: ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR INSULATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC R.O.W. OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5' ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALED TO MAINTAIN A UNIFIED APPEARANCE. NEW EQUIPMENT TO BE SCREENED BY PARAPET WALLS. N TS LEGEND — EXISTING CURB — PROPOSED CURB BFR — BARRIER FREE RAMP FDC — FIRE DEPARTMENT CONNECTION -6 - EXISTING FIRE HYDRANT T - EXISTING WATER VALVE - EXISTING WATER — — - EXISTING SANITARY SEWER — EXISTING STORM SEWER Em now En — PHASE LINE — TRASH DUMPSTER 0 — ELECTRICAL TRANSFORMER FLOOD NOTE: A PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE 100 YEAR FLOOD PLAIN ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0142C, MAP NO. 48041 CO142C REVISED PER LOMR'S ISSUE ON SEPTEMBER 19, 2000 AND OCTOBER 30, 2003. NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTRURBED DURING CONSTRUCTION. TOTAL BLDG. SO. FT. 82,378 S.F. REQUIRED PARKING 330 SPACES PARKING PROVIDED 330 SPACES REVIEWED FOR COMPLIANCE JUL 1 2 200611-1 STA1•IUN REVI COMPLIA JUL ! 2 21 COLLEGE OoT ENGINEER. SITE P"N GATEWAY CENTER PHASE 2a LOT 1AR (12741 ACRES) & LOT 12 (1.661 ACRES), BLOCK 1 GATEWAY SUBDIVISION VOL 6372, PO 139 SITUATED IN THE RICHARD CARTER SURVEY,A-8 CITY OF COLLEGE STATION , BRAZOS COUNTY, TEXAS SHEET 3 OF 12 OWNER ENGINEER Delmar Baronhead I, LTD. Brockette•Davis •Drake, Inc. 4645 N. Central Expressway, Suite 200 4144 N. Central Expressway Dallas, Texas 75205 Suite 1100 (972) 233-3333 Dallas, Texas 75204 (214) 824-3647 Scale: 1 "=60' Date: June 28, 2006 Job No. C06078 C 3 LOT 1, BLOCK 1 THE GATEWAY PHASE 2cot J--�f J E .•20'. PUBLIC j VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT �_ 'I VOL. 4974, PG. 289 EX. 5' PUBLIC J TILITY EASEMENT X ' — U11LIT EASEMENT---- l J • - - Exist Water - yI------------------------------------------ ----I— JI --- Exist 8" W-W---------------- /.' , p1pEi,�i'' �°r �W IrJM H I J EX. 36 I RIM=272.20 �_ �EX. VARIABLE WIDTH Ex. 12 WAT R I I FL 8"=261.90 PUBLIC UTILITY EASEMENT / -R-------------------- TIE PROP. TEMP-----Ex_8_W.W.---------------------- - - WWMH �1JRE-TO _EXISTIN�i —�EI RIM WW276.20 _ REMOVE EX. TEMP CURB 0 50 100 RIM =28121 TEMP. CURB (TYP) TEMP. C�1RB I�TYP) I FL 8"=263.09 ( I I / / FL 8"=272.31 r / I E. 20 I UTILITY EASEMENT::_ k MY4 I 1 ( Scale Factor: X' PUBLIC 1 w 9 fi 1_ 1 ( IRRIGATIONManx,v d c ' "-- c sf ,.: -r - $£ rr•"t, " _ �O' I - CONSTRUCT ` { J CONDUIT ,` a < x� t EM{VEEX.TEMP= rCURBtSr �ti, uc! z L_._ REMOVABLE CURB - sHO VN' RND ST s LF ,�� 3 f� I I PAVING GENERAL NOTES 1 _ _. SON Ex. 18 Pree J d -- PER DETAIL THIS L0NGITUDINALa 1 r >• SHEET � M TT i�J tfVT A7CH �t ' ��� >.� :l I BU (} _ EXtSTIN'G, NOTE T30WE{.� SLIM '� "` �' c� 1, All materials, construction, and traffic control devices shall 1311TT�JOINTx tVERi~ NS 1 " I I I conform to the City of College Station standards and specifications. ` w 1 I I INDEXCONREE =irk► m ;s BRICK I I 17, PAVERS I I U -r� ;, NOTE: `fit CpNS'i >i C'iION I I 2. It will be the responsibility of the Contractor to protect MATCH EXISTING , °•__ r �u ( ) I all public utilities in the construction of this project. All 65 -----� I manholes cleanouts valve boxes fire hydrants, etc, must Ex. 20' UTILITY � T � >� JOINT SPACING �r �� ,� ��� � x I Y . / EASEMENT 1 I I I _ *' .� r '' a w I be adjusted to proper line and grade by the Contractor y 3 l ' LOT 11 BLOCK 1 I I I •4 ,"£ t`1r N f r: .e " I - - - J prior to and after the placing of permanent paving. Utilities THE GATEWAY PHASE 1 I BRICK F� . ! must be maintained to proper line and grade during con - I t { PAVERS I VOL 4998 PG 262 struc ion of this project. f i= EX. 35 PRIVATE ACCESS & _ (�),- w PUBLIC UTILITY EASEMENT I I I:Pn 4 3 responsible ocoordinating all f ,•, Pj I .The Contractor will be res sib e for with f FF= 283.00 FF= 281.00 .4 1 I�� I the appropriate utility companies for the location of all FF=285.00,E I I utilities within the construction area 4. The Paving Contractor shall coordinate with the Utility FF 285.00 1 I Contractor to insure all sleeving has been installed prior to placement of permanent pavement. BFR - 5. All paving and earthwork operations shall conform to the EX. VARIABLE 1MDTH BFR c, I recommendations in the Geotechnical Investigation Report. PRIVATE ACCESS - _ EASEMENT "C" I J ~ �t . ,_� � :,:- 6. Public Right -Of -Way, Easement and common areas must be VOL. 5779 PG. 186 J ? Y i »...` �:�ti;.. ;•..• _ r„ l g. y • •.. = t i 1 ;� C ��������� II �III:II� IIII (II,I �---� --� - stabilized with perennial vegetation cover, full established with 1 I y E 100% coverage, or other approved stabilization method. NOTE: V� b �- L k �� PE I I C — 10oYR. FLoo DPL S 1 I/ - - - j �__..�, PARKING SPACES IN FRONT, OF X �, ( L - 1 - -� 7. Detention/Retention facilities, channels, drainage ways, and LOT 1, BLOCK 1 TV E X. - - - - - - - - outfalls shall have established perennial vegetation with / PROROSED-BUILDINGS WERE, THE GATEWAY PHASE 3 I 1 F �•. £ ~ rFIRELANE------- ------ ------ ---- 1 % VOL. 6372, PG. 139 CONSTRUCTED yW/ PHASE 1.. , . — — — — — — 00 o coverage. CONC SIDEWALKS BETWEEN -Ek �, S 8. Traffic Control measures will be in place prior to commencing - - 1 PARKING PROPOSED Ex. 10' BUC _ construction of deceleration lane. AND BUI.LDINGS SHALL BE" € I UTILITY EASE GONST26P`WENT _ BUILDING CON'OR:4 J .. Y r EX. P T� �' LEGEND — I Existing Curb w - Proposed Curb I }, We ' �` I Sawcut (Full Depth) BFR -- Barrier Free Ramp EX. L;J I � — — —� F IRELANE ' Proposed 2' Curb Opening SIDEWAL / # P ,r. 3000 / - 4" psi concrete w 3 Bars ® 18" i Y _ Ek AVEM . PAVEMEN / Vo QCic eCE , - e ENTRY AREAS & TRUCK DOCKS I C s VEME - sue. 7" 4000 " 3j2, subgrade compactedeto aem minimum of I95% 9 \\ E a � o near o +4% of optimum / 3 / \ \ \ WWMH . - moisture content reinforced w/ #3 Bars 0 18" U \ / EX. 15' PRIVATE ACCESS & Nr.. P EASE 7 ' k ESA OT g PV 30' _.— \8DlV 0CK = `O l l � V nC�►'A tE A " z ;F � _.... �' _ I � \ - / io 2, P N_----- - - 13� qSe r 4 a / / / / \Nr �r 4 - - z0`�°� // , / \ Fk'St 8"" _� I \ -- I E . P IV T A C SS & TOPOGRAPHIC INFORMATION P P B C TLIT ASEMENT AVEMENr 4 I PROVIDED BY OTHERS m,� / I EX. PAVEMENT3. " " \ r °' EX. VARIABLE WIDTH - ; \ ®o Ek PA V / / a Q a r 0 \� y% 0 n f / ^� H \ ATE ACC "` ` ®®®® MENT� ./ / / / / o J �co`D Ty V cA � .�4kpCK , _ m L x IC UTIL r J �o VOL 3 pCk ! 3663 Pc yA SE \� \ ��'� a•` I t eCL \ ® V LLl3 f sF !C 3y3 ! \ \ \ \ \ \\ ��� L 4R, BLOC 1 COMPLIANCE ' P l `\ \ 2 N , PG. 27E 1 1 2 2006 E E ACC S COLLEGE ST AT11 P EASEM NT ......,.. , v, W C/jLOIN TyE T SA, VOL. 36 3 PG. 313 DEV R.t f �� SE� \ / ¢ �' CA TE 8 0 N D �i l oC. 4,9 wA yLPCK \ \ X WWMH W �R,V y xa) P4 °i o l\\\\ l l l l BUILD! C� SE 1 FL 6"(I =�70 01 Q Cd FL 8" oUT =268�i1 REVISIONS &ISSUE DATES N a5�� PAVING PLAN A5 5 #3 BAR 6' o m v 6" LUBRICATED SMOOTH SEPARATE POUR 3" GATEWAY CENTER —PHASE 2a m ' .x q A CTRS. DOWEL BAR ON 36" o' 1:3 BATTERS �3/8 R .• ��.o„ o CITY OF COLLEGE STATION ti 0 5 - T=THICKNESS gyp;.•• ,.,,�� i A b a DOWEL BAR TO BE DRILLED 1 1/2"R c° SPECIFIED•• °D�# BR AZOS COUNTY L o INTO FULLY CURED PAVEMENT IN LEGEND d* a y, ti EXTEND REINFORCED 30 DIA. i TNOf�ASC'BA,RNE ¢ C3 BROCKETTE DAMS DRAKE , inc. • - e U G3 02 Y •.•••....•.•r. •.•,,,.,,eaoo., • • o ° q� BEYOND PAVEMENT (-a* 90854 w�;� c>C�consulting engineers y *� LIME STABILIZED SUBGRADE ram•• � o „ �, ° `05k-/CENS.••'G���' Civil & Structural Engineering Surveying COMPACTED TO A MINIMUM 4 ° o OF 95% OF ASTM D698 �� S�®lVA�E�° e 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 q � #3 BARS ®18" CTRS. NEAR 0% TO +4% OF o c Z : REMOVABLE CURB DETAIL OPTIMUM MOISTURE CONTENT. r Z�� (214)824-3647, fax (214) 824-7064 , q o to N.T.S. o DESIGN DRAWN DATE SCALE NOTES FILE NO• N •d NOTE: s b aCONCRETE PAVEMENT SECTION 1. REMOVABLE CURB TO BE CONSTRUCTED N.T.S. JAR BDD 06/02/06 1"=50' BDD C06078 Cq. OF AT THE DIRECTION OF THE OWNER. :j tea' LOT 1, BLOCK 1 ' THE GATEWAY PHASE 2 I, ' ?, �3 VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT s �i E 20' PUBLIC, €,� TILITY EA MENT �y �'L Exist 12 Water J�C VOL. 4974, PG. 289 EX- 15 PUBLIC I a — a >813+� UTILITY EASEMENT----� I { g ' ... _ .. .... _ '� ., 1•j ? +2, '� -i __—.._ _.-.. ,—._.____—�— +------------------------ - - - +—I--*� + _ + + r, > ��, ?. a WMH -- -------------------- + �8 __ -_ __. s _ _ _- +z'> -_ - - s a ° Y r �!�' 6' 1Pr, , > s+s - { Exist 8"' W. W. _ r _ ' ` 2, RIM - 27 2.20 2?2 - +; A - o �' - 90 EX. VARIABLE WIDTH y �.._`1 FL 8"-261. PUBLIC UTILITY EASEMENT "12�WAT 'L.i - 3 2, S O `r_ r" o> o 3- gs `, r•. ,n •c' 'tEx_a_w.w------- -- -POSED — — ------ > — ggam — o- EXISTING �j43 i tsr �C �= i1EMP.-CURB— _T RIM M H s {, r 28 c 1 T I — — e 2so9,RIM =i1.21 r�'Js `'s> TEMP. CURB' u Y:... 3, 28 ( 2 v +� 60 .' FL 8"=272'` s / �' — — — — FL 8 2f>3.09 +`�' /' + / EX. 20' `PUBLIC �e ° ti t ` Ix. 9g 's� / +`'°3 UTILITY/EASEMENTI, 3s? t t I ze r y` #e f� ,9 +2 . , _� { 84. gas 4� + l,r +�BJ ! . ,Z 8Ss9 ,,,w- �@•8, it q `�..\ 't I �e I ?>eg 0°698 0 �S + ; +�s2- /s?mac r 2�r... M `� PROPOSED ',1 I } I ?s,+ o ' ' as� + /psi �z s +�e ` TEMP.`, CURB COMPAC SI I s t•. i fop EN 1 � + + / I + 2, ' I ?8 •9w 2-. BO, , � ,¢2R 1 'e Xr 90. I } 8i8i `ref'{ 7s .4+22.7z } I R> 83.2 L. 82.3 81.25' ', 81.Q: 8t.25 3 31 ' p aa. 84.$ 3.583.5 83.0041 , I { x '�- , 28YOi {? .�` f, f 83.6 ,' r t EX. 20' UTILITY--� ` z �6s ;� o s�' .. s� 84.6 2'9 EASEMENT I I e'> �e s 5 ss +�� ,f - as I y w I 9 258, P / 'e> 84.8 �', L 8t.7 z �' — — — -I LOT 11, BLOCK 1 UPS' ' t ld I THE GATEWAY PHASE 1 84.9 8 .8 84.9 DOOR AREA. I VOL. 4998, PG. 262 EX. 35' PRIVATE ACCESS & 86 8 84.8 �I/ PUBLIC UTILITY EASEMENT 84.9 V FF— 283. 00 FF— 281. 00 � ��a+� + I �eSs j 3�`00 f r A. 2+75&4 F*P f +2 ` ,FF— 285.00 ' I. �,� 4; _ , rF= 285.00 b I I I 28Rs �• .�S/ � �,,,�� �4w.,., s>?x00. �- s`rA./�t+#s.82: '` h }'J \ — / ,;startt���r��/ Ro^-,.:._ ss , ,•�' - 12s I ?, I_ i > EX. VARIABLE WIDTH ry Sos 3 `..« STA. 1+5282 _ 84.91 I PRIVATE ACCESS } \ r �. / .. _ ��• rt^ 74-0� 84.9 _ 2i5 — _ 4. 84.7 -84.9 —_ EASEMENT "C" I 's ?e` p I r '` ,,___ GENERAL NOTES }«.m,.... i 'v':»~' may. '•w t 84.7 .,r f IIp� II VOL. 5779, PG. t86 +2 +8 _ate _ _ . _,2 _, f ' I� ( IIIII I) IIII IIII.III I IIII IIIII�I --� --�- - ! �,2 86R >2 8s _ _ y - - I 1. All materials and construction shall conform to the City of College ;> _ -- _'" _ Station Standard Construction Details and Specifications, except as + _ I - s a _ t rt S ?8 ;....:,. -, f ""'..+...- /.x..,,r ° z'6" 282 --- —•"^,2 +? +?J ! vas vnra vAn vnrr I 2• 9 s-. _-� _,,, s.__ _ __ - ez a, 100YR. FLOOD S noted herein and approved b the City. ' g w PL LOT 1 BLOCK 1�., 2> XXX XXXX L— — — — — —� THE GATEWAY PHASE 3 �3' ?� 2 °� - - _ - - - - - - - - - - 2. Contractor shall be responsible for maintaining trench safety / >- } - - - - - requirements in accordance with City Standards, Texas State Law, VOL. 6372 PG. 139 _ — — — — — — S and O.S.H.A. Standards for all excavation in excess of five feet , 2 9 / ,t �i , i""�,7/'•ppr %'BJ' ,r ./. .83 r! Q6�''3 �3 t 83,2'�-,.:_ ,h ? 1 s l .+2 /'` •..., !-�,+jam , +:- x .•-- f r 1 /j+ >- {�-S2` >42S` ,.• ,+. ,•'F EX. UTILITY EASEMENT in depth. s � i, _ e r R. 2` .� 9° \w +,% %� ee 14 /':` tFqr ° . s ° '� eRs - 3. The location of all utilities located on these plans are taken from 9 I ss - existing public record The location anelevation f II e . , f +'� 2f µ6 ° 3 _ _ _ - <<s •\ I es 9 P s. a exact oc d o a > B' t . / , - `` / ¢ - _ . ,.. public utilities must be determined by the Contractor. t shall + 1 be the duty of the Contractor to ascertain whether an additional y facilities ?ee 1 +�,e.'- f4, s �� t + - �. �, Y� - �, X. T o o plans may be present. I p•..,,, f v� h� :r�, 1 s•_ =?s - y r "._ E - ci (ties other than those shown n the to 1 Ir+a9z�j� �'�---,;`e�s{r-29_ - 4. It shall be the responsibility of the Contractor to protect all public ;r P Y P ,.. - 3? I ; ASS / 14> _� +2e - utilities in the construction of this project. All manholes, clean- 0 ; # ; r +8st° \ `\ _ I W - outs, valve boxes, fire hydrants, etc. must be adjusted to proper + i g: �. . \ \ � I } , Qa9 f V j ;,- - • _ ; line and grade by the Contractor prior to and after the placing ;_, ,� ��K _ �gs� / \ \ I�`t>y:_ of permanent paving. Utilities must be maintained to proper line and grade during construction of the paving for this development. {t t � ? tsy �� -- � Cie •,�,,. �e� , . x ,i -� �„ 0 ,� a3` %� 9,.8 'r, \ 4; a 5. Drainage should be maintained f h foundations, ? 0 9, K ,� IL - g manta ned away tom the both 9p a 8g. 9° g'S2 �:.•.. _ J �% "^,. 4� v` a ; Il g - 2' -2y — �4.a69 <. .Sg �y� �9 ,:. `- \_, 29�},{..,�-.,...-.., ---:m.._.-,t --:, `• �\ �� >> during and after construction. I — G , R, \; �+`Z .c 'T6; gRk 4 �-�j`S�" .3 "ti ,^fz. \ ..5-- � —� � '-3 6'SpOR 2 I / .89 9, 2zRs ?gS� ;.y._✓+ .,,,+�95 ..` ...` i , \ ° , BLOCK 1 — �o �� '; 6. fill for utility lines a carefully placed o t the y i - LOT 1 Back r u nes should b ced s that °9 �.�S2 - .. ,+ r 'f�� -, �?,-,- \, `. ~, ~: ., I" - will I utility Ines pass through the parking lot, --�"� + 9?s �, ,�A � � ' F. � � -�._.. � � .� � ��, � �, - be stable. Where u I' I' s z9 S 9 \ w.compacted similarly _ > the t 6 should be f o � , 93S w.'S, ` ,_. ° ` � «:. _' '� "` �- - the lot. P Utilityditches should be visual) inspected duringerthe \9R s Y P 0 0 } ? ° t, - •w 9, excavation process to ensure s not used. s R - +that undesirable fill i R.°9 -,\ 9AgR , y_ ,9, _.\ _.! S'4..., \ � ` \ `,� "s;i :1__� l .•�;h`� '+`; . \ .`yfy' '\ , _-. _� \ - 7• Concrete for inlets and drainage structures shall be 4200 psi at fQry y�, Al`p. �9R 399 ` 9S / �� „\ �. \ \ _ '� ��R VEME - 28 days. / G, ,3g EMeN 5 9S'c9"' g \ \ t / �_s,, ` \ ` ,� �` "`' ,•,"~ •`' , `'° / •,' .R — �z 8. If rock is encountered in the trench, rock spoil shall not be used in the upper 1.5 feet of the trench. �i a29S s� IM_=296.d� + i 2j9 / 4,;— / �� UQ/; •2, s-S� 9>� ., 'S 96''9R \ `' = I ,.~., ">-\ \ �:�`' + '�=�,, > 8 - 9. All earthwork operations, pavement installation, etc. shall .... ?eA 2e?eg ` ;" conform to the Geotechnical Exploration recommendations. _:, ` c _� +2 15' PRIVATE ACCESS & ° >..._ � EX <, s \ _ g� �_, 8 P EASEM[�� ` 4 ac / / s __ /Q�, /, / SRs y? _ _ ?yam _,.y \ I .__.. _ ` 2,8 10. Trees shall remain unless specified otherwise on the __, �� Landscape Plan or approved by the owner. <V eUi'/ l / l 29, +? / \ t M1 \ m. ; l { - ... \ }, °. \ ? 2j 930- 1, ArE COr ll a x. , Zfk 0c� N / 29B -If,, S�jl/ �, �- 'G `••. \ f 2 a .;f 9 A° - 9S 2g 8 r F $ (j V/S` 4/?9e > �l> AC'C' > si 9s: +r 1 ' ti C#FJ ;, 90 4 139 Se .,� cos P L GT LIT T SEMENT& �BC R 9 EX. PAVEMENT 3? 93?9S?,q?8�-�4`.." _ 9,� ,,` �28) ,x,` 03 \\ ;. 'jL•< -.•< 2- R _._` k, c / 36 EX. VARIABLE WIDTH /�^ p VE ^�• ry 3' ``' z9 z`�� t n ATE ACC o q / a Q ^0 n MFN J. fps cq C7C 3,J<° - �O 9 R � ,, e IC U11L ® / �, ry HOC rew ock �, R�'� �eR • ' \ o o ® J o HOC OCk 3663 pygs � ® �SeUC 3 83 pG Nqx` 89 286�'p9,\�n L 4R, B OCI< 3 f 37 / �a os2 ;''}� ' N ?Y PH SE 27 ss (J \ o ® !S 2 s> 1, e'a� E ACCESS P R IF;3 PG. 313EM N T e�oc >s S,��� `' • 2=� .��� oR, rTy k X WWMH / FX. 4g Y 79. 1 FL 6-(IN - = 0.01 FL„8 iOUTi 268vi1 0 50 100 Scale Factor: 1'=50' LEGEND ----��---- - - Existing Contour x 770.0 — Existing Spot Elevation '9 - Proposed Spot Elevation ♦ - Proposed 2' Curb Opening 7 - Proposed Contour —+- - Flow Arrow - Existing Curb Proposed Curb TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS *..� '':' *�! BRAZOS COUNTY � all THOMAS c• BARiVM i .. •r•..s....'1•.....•i 1'P ��I C-3 BROCKETTE • DAMS ' DRAKE , inc. �.........T O 90854a; o40 ©oconsulting engineers 3 t��Sf�NAL��0 Civil & Structural Engineering • Surveying , 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 0 �.� (214)824-3647, fax (214) 824-7064to O +, U.M T� Ohm r-- LOT 1, BLOCK 1 THE GATEWAY PHASE 3 VOL. 6372, PG. 139 m a° a(0° � s4 Pa �43 .� 5pd 'd O a�4 'x N Col Awb� O m N �4 � 04 ¢� rn 0 O 00 to 10 C1 z: "aa.0O,A �4j x „0 t1ba'd O r. 1~ v11 4>� OFF � LOT 1, BLOCK 1 THE GATEWAY PHASE 2 00 VOL. 5809, PG. 70-71 l 1 STORM SEWER INSTALLED w PHA Ex. 8" W-lam j r,EX )VWMH RIM=281.21 RIM = 76.20 ` ' / FL 8=272.1`-f �� FL 8"=�63.09 1 \FLI / I 1. -, 1..58 4 _ T TA./4+34.54 A 4+22 _ 1.42 fl l\ 16.6 V 11 .4 Uj nib' i < 14 f \it LJ w fFr O { Y -'f tf a• ..� / .^"- aL'P+ • ,r v r k 4a ` 0. / 5 0.8 \ 3. ,-_. a 7.9 FF= 283.00 FF= 281.00a. �0 df ?A 2+7584 f ' OFF=28500 -fix 285.00 f If F a iySTA F - 4 �4 w t d6,I YE N I ^�. - :o- - -a- - � a o ss ,a � a o - -' , s a a-o^ a,:-sc•__.._.._- _ _ _ _ _ _ _ _ _ _ _ _ I � .. .r... .g �_�.�.9 �:�:a 0:4.�.. i:ai:C.--�.�_ _ ...... _+.�_ Sa � _ � � � � �_.-�_a:G: _�-o_�.�_a.�_.-G_�_�.w:� �:a.'.�:...-� �«:�_�:._C..�.�_� -.. R:.:�.3.' �_t-.�O �1.�♦:�S:A�4w3►.�.::,i.�:G:aY.:a:a:O:C:sF:wA.i�.i:+:'.4='.•. 4 I Exists Water ...................................... ".... --EX ist 8" W. W. EX"gWWMH RIM=272.20 FL 8"=261.90 i I LOT 11, BLOCK 1 J THE GATEWAY PHASE VOL. 4998, PG. 262 r i 1 OOYR. .03 re1'/77 _3 ell I:I� 1 j T _ ,j [} 5 , 1 EX. PA 7 M E N T � -- CIP4 *96 Li ' �t : \ ; t ,,�,;,�� t ,+e.... "^••.. '-3.,t ...y `^^. mac., •.,.�, - J: _ Or / .• .�. �� ! .<' . Zt �i 9�B' y w,,.,, .. ,...._ \ „ ,J _ fin - • � r f �,J 4 � r x �� LOT , - 1 BLOCK 1 } .,.+ . 4 ` 4 . , ter. ,4 EX. PAVEMENf WWMH © .y \M �. / 0.0 0.6 V,, � �-'_ � 1 / {g ` � �-• ..�` '. �- U VOC. S eDl C0 i ` x ,r.._ V-- s3� o Al 9 7 WOMEN MOM- J 0.51 EX. N ' TEWgeCOCk 66 7 , , t i ___ / �\ I ``t 14 '7� L 4R, B Ot i AY PH S , PG. 2 i r F ryE4or s �� $' t NG / OCc�9 Wq BCpCk 1 ' \ X WWMH �q6 E 7 1 k_ RFL 6"(1N 9=270.01 q,, t FL 8"(OUT)=268.31 P,4 EM ZlJln, M X 0 50 100 Scale Factor: 1 "=50' LEGEND ----2& - - Existing Contour 7 Proposed Contour --•- - Flow Arrow - Existing Curb - Proposed Curb << - Existing Storm Sewer Line - Proposed Storm Sewer Line - Drainage Divide Line DEVELOM DRAINAGE CRITERIA Q=CCfIA C = 0.90 1100 = 11.64 in/hr to = 10 min. G)_Areo Number 0.00 ,Acres 0.0 'Q100 DRAINAGE AREA CHART D.A. tc (min) C Itoo (in/hr) A (acres) Qtoo (c.f.s.) COMMENTS Al 10 0.9 11.64 0.51 5.3 EXISTING 10' CURB INLET A2 10 0.9 11.64 1.84 19.3 EXISTING 10' CURB INLET A3 10 0.9 11.64 0.45 4.7 EXISTING 10' CURB INLET B1 10 0.9 11.64 0.76 7.9 FUTURE 5' CURB INLET B2 10 0.9 11.64 0.98 10.2 FUTURE 5' CURB INLET 83 10 0.9 11.64 0.82 8.6 FUTURE 5' CURB INLET 84 10 0.9 11.64 1.10 11.5 EXISTING 10' CURB INLET B5 10 0.9 11.64 0.96 10.0 EXISTING 10' CURB INLET C1 10 0.9 11.64 1.58 16.6 EXISTING 6 GRATE INLET C2 10 0.9 11.64 0.75 7.9 EXISTING 6 GRATE INLET C3 10 0.9 11.64 0.86 9.0 EXISTING 15' CURB INLET D1 10 0.9 11.64 1.42 14.8 EXISTING 10' CURB INLET OS1 10 0.9 11.64 3.78 39.5 EXISTING 30" STORM SYSTEM OS2 10 0.9 11.64 0.06 0.6 EXISTING 12" STORM SYSTEM OS3 j 10 0.9 11.64 1.03 10.8 j EXISTING 2-10' CURB INLET -OPOGRAPHIC INFORMATIO1 PROVIDED BY OTHERS �n �n yp m a 4)C P mQ � a5� . d ° � C3 iV m F m 0 a 1. Q) a ° ;o°a a�w 0 o5 t~ C�2 OD 4S C � Cd a ab�a _7 41 "55 026 EXIST. PIPE CHASES 1-10" PVC CONDUIT 1-4" PVC CONDUIT E FM CUPYE UNDER EXIST. PIPE CHASES 1-10" PVC CONDUIT CK 1 1-4" PVC CONDUIT HASE 0+00.00 LINE "5" 0+00.00 LINE "4" INSTALL• INSTALL 1-12"X6" TAPPING SLEEVE 1-12"X6" TAPPING SLEEVE I: 1-6' ISOLATION VALVE W/ 1-6" ISOLATION VALVE W� LOCKABLE LID (AMP OR USA LOCKABLE LID (AMP OR I USA LL562 OR LL562 OR APPROVED EQUAL APPROVED EQUAL) E . ' 2fl'. PUBLIC ~ TILITY EASE X. 1 P BL C MENT_ UTILITY EASEMENT 6" FIRE LINE SHALL OCCUPY ,L•CJ�j'� EX. 10" PVC PIPE CHASE UNDER 135 �•- ,��; EX. PAVEMENT. Id T f WWMId� - - - - - - - - - " - - - - 2-1" r RVICE v�- - - - -EXISTING PI E CHASES-WMH >T 4-4 PVC CONDUIT �- RIM =2 1 �1 (DO IN 4' x�. Z EA UTIUTY-0 8 -� I!1 r IT� 1-10" PVC CONDUIT = r'' EASEMENT_.09 / j�p C 1+15 LAT. 'C-3"L 20' UTILITY UTILIT EASEMENT ° END 6 SERVICE a A r, " ( EASEMENT I _ T / � CLEANOU e I ►� 1 I _._ FL 6 279 67Y T EXIT: PVCCONDUES ITT .._�r�. ,. � . �.�.,�..� �,s.:� � c� I I If 4- C UI 3 I €x:' i8 PPE l 1-10" PVC CONDf7tT- 0+30 LINE 'C E FDC _ I { 0+00 LAT. C t ( . /r 0+00 LAT. ' F � �� E E E _E 1 . �-W-011'24- I f �s I R-275.00' / £Y CONST. S. 0 MANHOLE s � �+ RIM=284.00 �� CID I I L-152.71 FLOUT=277.1 , ' t C� `CFI- 3310 14`W ; = it FL IN=277 3 (2 LATS) � 1+11 LINE "4" N }-- /`•' A I ND 6 IRE EX. 20' UTIUTY � F T a M EASEMENT I •110. f' 1+14 LAT. "C-1*UNE 5 00 END 4' SERVICE ' >w W ( INSTALL 2 WAY CLEA UT 6 FIRE in �, ;� In cNi ., i ' - 83.00 4 rFL"=279 65 r F-- g• FF= 281 .O0 W Qt7 1+97 LINE "5" I I I ?g3g•38° :� T�> a END 6' FlRE FF= 285• 00 z Z Z z Z ` \ \ WATER AND SEWER FIXTURES ! r 3 w w w w I 22•5•W, I ~ / € ly uj 37.5 WATER FIXTURE UNITS - 15.1 GPM n D :3N 112.48 , f 19.0 SEWER FIXTURE UNITS - 19.5 GPM F F • 0 0 z x_ x x x CHIN '37"W w' I I. 1 ll��lll/lllnr,;: w w w I I ' ft I WATER AND SEWER FIXTURES 5' X. 1 -. 37.5 WATER FIXTURE UNITS - 15.1 GPM u� n o EX. VARIABLE WIDTH I fl ,q w� \� t9.o SEWER FIXTURE UNITS - ts.5 GPM ES oo PRIVATE ACCESSFDC EASEMENT "C" VOL 5779, PG. 186 { w _:.-.�.,., ; �. /' WA II(� !IIIIIILIII ! � �----n ` F 69.5 WATER FIXTURE UNITS - 26.0 GAMMT - - - - E I I / b Fa b. 8 8 / i t 28.0 SEINER FIXTURE UNITS - 28 1 GPM vw vaN - vnr E i II r LOT 1, BLOCK 1 - F / /'...�``_ ------------- ----------------------- --- -------- THE GATEWAY PHASE 3 I I` J` '� LEI \ - VOL. 6372, PG. 139 _ ti M..-.-------- _--- _ _ - _------ _----- -- ---- - ry D-24'47'20"- R=373.00' I w _ L-161.38' 4 I , CH-N32.40'58`W41 14 34 E EXISTING PIPE CHA - vv�. Y , 4-4" PVC 1 C - INSTALL: 1-10" PVC C - - - - - - - - 1-2 SERVICE ID -OR. N 49'15'12*' E - % IN 4" CONDUIT. T T T T T T INSTA 8" W.W. G) 0 0 0 0 G) G') L Exist 12 Water .......................................................................... Exist 8" W. W. -�- X-WWM7--- ----------- RIM=272.20 LEX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT .o I I I I I I I I I I -EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT LOT 11, BLOCK 1 THE GATEWAY PHASE 1 VOL. 4998, PG. 262 114 c� I I r t Q'. L F771- EX. 10' PIJBLIC UTILITY EASEMENT - - W EX. T--" ¢ 3 L - I X w - II z_ z a ~ a F- 4 P I- - LO -I e zx r rn zx - Wo z - z - = c0 - N N Z .- to N .=1 W V) Z W h- (n - Z - s F- F- F- (n O Z -� Z -J ZWZ VA LJWZZZ ZZ•-� - Ztr Viu d .-� M t` 17 PROP. CON CA. E)" HAVLME VVC low zou - - -� CONST. THRUST EX. 10" PVCJ BLOCKS PE . Pvc CONDUIT _ ° CONST. THRUST " BLOCKS HER ' FL 6"= 71.05 DETAIL 311-L-E-1 An-niezo on MEN ilia to - too to O to I,- oi0) LO oto � r N N N t` in (o En N r� CD 00 Co I- 00 z a a II II II II II II II II II II II - -- (D 00 CD CD a-- (D Co D Co (O JJ J J Ld J u_ J LI, J LL J L.l- J LL J L►. -1J Li Lr.. J lL -1_J L J Li La 0 1+ 0 0 0400 1+ p; .. ff S C. RARtim" ,0• ...........; ®; 90854 :Q 0 50 100 Scale Factor: 1 "=50' N.Q. EXISTING CURB PROPOSED CURB PROPOSED WATER LATERAL -- - PROPOSED SANITARY SEWER LATERAL ------ - SAWCUT WATER & SANITARY SEWER GENERAL NOTES 1. All materials and workmanship shall conform to the City of College Station ordinances and specifications, except as noted herein and approved by the City Engineer. 2. Sanitary sewer manholes shall be cast in place, or precast. 3. All sanitary sewer pipes shall be PVC SDR 35 ASTM 3034. 4. The location of all utilities located on these plans are taken from existing public records. The exact location and elevation of all public utilities must be determined by the Contractor. It shall be the duty of the Contractor to ascertain whether any additional facilities other than those shown on the plans may be present. 5. 4" Sanitary sewer laterals shall have a minimum slope of 2%. 6" Sanitary sewer laterals shall have a minimum slope of 17.. 6. Refer to Mechanical Plans for exact location of services at building. 7. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Law, and O.S.H.A. Standards for all excavation in excess of five feet in depth. S. Contractor shall protect all public utilities in the constructicn of this project. All manholes, cleanouts, valve boxes, fire hydrants, etc. must be adjusted to proper line and grade by the Utility Contractor after placement of pavement. 9. Water and Sewer crossing under the box culvert to be encased in 14" D.I. carrier pipe, 25' long, centered under box culvert. Carrier pipe to be plugged with concrete at each end. 10. Water mains shall be encased per TCEQ requirements whenever they are within 9of sanitary sewer lines. 11. Where water line crosses existing sewer main, waterline pipe shall be centered over wastewater main such that the joints of the waterline pipe are equidistant and at least nine feet horizontally from the centerline of the wastewater in. 12. T.V. inspection will be the responsibility of the contractor, and must be performed by an independent testing company that is regularly employed for such services. A video of the T.V. inspection shall be made and tuned over for review and approval by the Eng. Dept. and/or Water Util. Dept TOPOGRAPHIC INFORMAT{ON PROVIDED BY OTHERS CC1MRi...1/�► ENGINEERING s w 1 N 1 REROUTED SERVICES; ADDED WATER SERVICE 6/26/06 Q REVISIONS &ISSUE DATES o U m WATER & SANITARY SEWER PLAN & PROFILE o .o GATEWAY CENTER -- PHASE 2a m m U CITY OF COLLEGE STATION ° BRAZOS COUNTY t m C3 BROCKETTE ; DAMS . DRAKE inc. o , ooconsulting engineers 0 Civil & Structural Engineering- urveying 0 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204ED (214)824-3647, fax (214) 824-7064 0 DESIGN DRAWN DATE SCALE NOTES FILE N NO. JAR BDD 06/02/06 1 "=50' BDD C06078 C 7 0 LOT 1, BLOCK 1 THE GATEWAY PHASE 2 4 VOL. 5809, PG. 70-71 [EX. 20' SLOPE EASEMENT INLET VOL. 4974, PG. 289 PROTECTION EX. 15' PUBLIC (TYP) UTILITY EASEMENT____. — — — — — — — — — — — — - - — — — — — — — — — F-- — — — — — — — — — — — — — 278 `7- -281-- 77 _E __1707.4 ft2� J es;926 -55!26 282 N4 EX. r_J EX.* 20' PUBLIC TILITY* EASEMENT 2,551f VFWMH 7 N-JK; — — — — — — — — — — — — — — — -- - — — — — — — — — F T_T EX VT RIM = 281.21 MH E RIM _2,76 .20 FL 8"=�63,.09 FL 8"=272.. _147 LA iLA r2i� LA L�J &N� L_a�, U IM U tA TIONJI Lai INLET PRoTEc EX. 20' PUBLIC I UTILITY/EASEME � Z I - , , I SILT ILTFENCE L rJ N ET (TYP) EX < ROTEC11ON P C7� .'STAB ILIZED ry CONSTRUCT ION E: J1Z ENTRANCE k..'4+3 .54 .4+22.72 �R-275.00' L-152.71 % fur,- 3=14! If q EX. 20' UTILITY---i 0 v EASEMENT v Ir 46 W` 90 _ 0I k - . ill- ". 04- wF j L D ;8-&38- .-,FF=285\00 -7225.00' 11248 rF= 285.00 CHIN 113rw l j��/ II � � :,zoo r ` � 3 , ;'. \�..„��.11[ll�� � '. i � � � � ` f ,J EX. VARIAB LE WIDTH ST& 1+52.82 , PRIVATE ACCESS 0-28551- VOL. 5 1 79, PG. 186 P-4 to 0 4 Cq FF-283.00 Z FF-281.00 L3--- n __ i. J I— Exist Water ................................................................................... —Exist 8" Y. W. U_VFW_M_H— — — — — — — — — — — — — — — — — — — - EX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT LOT 11, BLOCK 1 THE GATEWAY PHASE 1 VOL. 4998, PG. 262 4* A, VAN I vnh-l-Ni I— , J -1 vvTm. r wv PE f —STP. 00.00 - I I If RREN)m IX-XX-)f3l� I FZ Cn Ur i L LOT 1, BLOCK 1 /"j" -J 4k THE GATEWAY PHASE 3 49 15/'/7 E VOL. 6372, PG. 139 / It T171 IN T EX. 10' PIJBLIC INLET V_ UTILITY EASEMENT CRI P TI N PR OTE TION I M '•' ` ` F i - ',� fi / 'rib Y / 2 P (T PROTECM V_ f b J EX. PA EMENT P,i 4 V_ D -24!4- _4 • k R 37100 X 1. IN, N IN ET CH-N3r44Y5IrW PR TEC TI ON < Z V All N 41 *5 N 40142 A 7. 3150' N J 4 151 29i LOT 11, BLOCK 1 7v f-V,, 8* G-) C4 fir G) P0&tlC;4& 7,4&t N, VEME X-P-ANT— r/y 6 Ji2, 0 PC. 39 tv J cl,C0 WwM iP 9 -/ S4901500 W CJ -A 05,/ EX. 15' PRIVATE ACCESS & *45035* -4 S 0, Z10 0 . V 7 P4 .000 Z YNv S49*,15!00*W \0 U=UTUTY EASEMENT \ \ l / Ek B \ / l / I ' _ It 4 S31. 'ON36*W ov V uk/c 19, 0 7- __/ / 8 BC \ ,` \ l / l / P/ / 30, X `4, _\ �,�� / / l / / /r), Ay Oc,�, •__41 V/S/0/v �" // 2. PC. 1341 ,9 (0 41, It cl) N, J IF P er V If mom`' \ \ /y03 (L - �—EX. VARIABLE WIDTH A I/ / / Q Q„�- i 01>4 --PRMATE ACCESS & IV +� `IMF // �`� �B C P R�7_!�� / U l � ,'� p \ / - ___1 I'�T�TT ASEMENT ® / E 0 E A�C�Ss� 6 EX. PAVEMENT RIIC < `c® Nl� / / \ / / o a co -A UTILITY EASEMENT -P RI I Ock '5663 �.A N:` I� 20, / C. S \ G, / \,6 P q�,c l / / 3 �' 7 LOTS R & 4R, BLOC 1 63 e / / ;`' }\ 3 c^P THE ATEW Y PHASE 1 U"n \®/® l � b �� �f " P VQI 375 , PG. 27 EX-.-30-jHIVAiE ACCESS \ \ lo/ l l l \\ EX \\/ 1 PI 1*01 [G-1 TILITY EASEMENT ON/ /� \ m \ C pT l / l0RSA 'l L l \'oC. rEwq •l , T` VOL. 3663, PG. 313 \ \oc,�- R/ V Y l / Ek 8U \ X WWMH 1998 7 1> _O I / \ \ / / / / / _ /�(a / / �. ) �6j FL 8"(ZrUT)=268-51 UJ Ld _J EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT C14 fi�00 A J MOMAS C. BARNEIT 1 N %X 01L V 0 50 100 Scale Factor: 1"=50' LEGEND — —50— Existing Contour Proposed Contour Flow Arrow El 0 Ili IM M 0 - Silt Fence - Inlet Protection - Stabilized Construction Entrance EROSION CONTROL NOTES: 1. Refer to the City of College Station standard details for erosion control details. 2.There are no on -site or adjacent surface waters. 3.There are no on -site or adjacent wetlands. 4. Refer tp landscape plan for soil stabilization. TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS =IN m " VERTICAL SAWCUT T= PAVEMENT THICKNESS 3/8" WIDE MIN. 4" NO HOT POURED RUBBER TOP 1 / JOINT SEALING COMPOUND SEALING COMPOUND � SAWED GROOVE` N 1 1 2 FIRST POUR Nit SECOND POUR- ~ • • : • '• T/3 1 1 2' NO. 3 BARS ON 18" O.C.E.W. LAP BARS 30 DIA. & TIE CONSTRUCTION JOINT N.T.S. 24" NO. 5 SMOOTH DOWEL 16" DOWEL COATING 2" MIN. HOT POURED RUBBER TOP 1/4" NO JOINT SEALING COMPOUND SEALING COMPOUND 3 4" 1 1 /4" MIN. CLEARANCE � 1 11" MIN. DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED TO BE INSTALLED 2' C-C REDWOOD EXPANSION JOINT FILLER N0. 3 BARS ON 18" CTRS. EA. WAY NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. EXPANSION JOINT N.T.S. MAXIMUM SPACING IS 60' CTRS. (TYP.) VERTICAL SAW CUT T= PAVEMENT THICKNESS 3/8" WIDE MIN. 4" NO HOT POURED RUBBER TOP 1 / JOINT SEALING COMPOUND SEALING COMPOUN� N 1 1 /2" F— `- NO. 3 BARS ON 18" CTRS. EA. WAY SAWED DUMMY (CONTROL) JOINT N.T.S. MAXIMUM SPACING IS 15' CTRS. (TYP.) SAWCUT FULL DEPTH & CURB & GUTTER 9"-15" 24" LUBRICATED SMOOTH NO. 6 DOWEL BAR TOP 1/4" NO VERTICAL SAW\ SEALING COMPOUND CUT 3 8" MIN. HOT POURED RUBBER ' I ` JOINT SEALING COMPOUND PROPOSED PAVEMENTS t-- EXISTING PAVEMENT V-3" MIN. TO CENTER, 6 INCHES OFF TIE BARS. NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. LONGITUDINAL BUTT JOINT N.T.S. NOTES: 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. EL� ',N L(���,QQ� 2 LONGITUDINAL . LONGITUDINAL H HINGED (KEYWAY) JUT CONSTRUCTIONOINT A�L_ �M%RSot1pW.(1) FOOT CENTER 3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. 4. DRILLED BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE NOT ACCEPTABLE. r�i,1:1Z MAX)MUM Ur . I k1:1Z MAX) , ROPOSED CURB ACCESS WAY PLAN 1:12 MAX WIDTH OF 1:12 MAX PROPOSED CURB ACCESS WAY 1-12 6" PROPOSED 6" GUTTER ELEVATION HANDICAP RAMP N.T.S. NOTES: 1. Textures shall consist of exposed crushed stone aggregate, roughened concrete, rubber, raised abrasive strips, or grooves extending the full width and depth of the curb ramp. Surfaces that are raised, etched, or grooved in a way that would allow water to accumulate are prohibited. 2. For purposes of warning, the full width and depth of curb ramps shall have a light reflective value and texture that significantly contrasts with that of adjoining pedestrian routes. 1. Steel posts which support the silt fence shall be installed on a slight angle toward the anticipated runoff source. The post must be embedded a minimum of one foot. 2. The toe of the silt fence shall be trenched in with a spade or mechanical trencher, so that the downslope face of the trench is flat and perpendicular to the line of flow. Where fence cannot be trenched in (e.g. pavement), weight fabric flap with washed gravel on the uphill side to prevent flow under fence. 3. The trench must be a minimum of 6 inches deep and 6 inches wide to allow for the silt fence fabric to be laid in the ground and backfilled with compacted material. 4. Silt fence shall be securely fastened to each steel support post or to woven wire, which is in turn attached to the steel support post. There shall be a 6 inch double overlap, securely fastened where ends of fabric meet. 5. Inspection shall be made weekly or after each rainfall. Repair or replacement shall be made promptly as needed. 6. Silt fence shall be removed when the site is completely stabilized so as not to block or impede storm flow or drainage. 7. Accumulated silt shall be removed when it reached a depth of 6 inches. The silt shall be disposed of at on approved site and in such a manner as to not contribute to additional siltation. PROPOSED SWALf -AWAY TO SHOW ER FABRIC COVERED NE CORE Silt Fence �`rY'�?'r Min. Height Steel Fence Post ' r < �✓�% �v `r ,, 24" Above 6� Max. Spacing � ,h ;i{ y�. j � 0 ; Exist. Ground) ` 1 Min. Embedment h Cut -Away To Show Wire Mesh '"kT�'° y,r >5 t FILTER STONE Stones ,,,� Backing Support EMBANKMENT 7'>>�,000Go A boo I I I III Fabric Toe -In Trench. II —I (Backfilled & Compacted) Fi SILT FENCE DETAIL N.T.S. 50.0' NOTES Grade to prevent runoff from leaving site 1. Stone shall be 3 to 5 inch diameter crushed rock or s' paved surface acceptable crushed Portland Cement Concrete. p min. r � n;. ?-� .�.�`,✓� �>S. �.•Jt ..�: 2. When necessary, vehicles shall be cleaned to remove 71-I0" i IIfIli"' =i l-1 - " sediment prior to entrance onto a public roadway. Filter Fabric j When washing is required, it shall be done on a area Existing Grade stabilized with crushed stone with drainage flowing away form both the street and the stabilized entrance. All PROFILE VIEW sediment shall be prevented from entering any storm drain, ditch or watercourse using approved methods. grade to drain away right— f—way 3. The entrance shall maintained in a condition which from stabilized and street paved surface will prevent tracking or flowing of sediment onto paved surfaces. This may require periodic top dressing with additional stone a conditions demand. All sediment spilled, dropped, washed or tracked onto paved surfaces,`,`<. be immediately. s� Tra sition to must removed „?°a o �t - .^ paved surface 4. The entrance must be properly graded or incorporate a drainage swale to prevent runoff from leaving the construction so.o' oa site. drainage must flow away from entrance PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE N.T.S. CURB INLET — CONCRETE BLOCK CONCRETE BLOCK .--WIRE SCREEN - GRAVEL FILTER CURB INLET PROTECTION N.T.S. BLOCK AND GRAVEL PROTECTION Concrete blocks are to be placed on their sides in a single row around the perimeter of the inlet , with ends abutting . Opening in the blocks should face outward , not upward . wire mesh shall then be placed over the outside face of the blocks covering the holes . Filter stone shall then be piled against the wire mesh to the top of the blocks with the base of the stone being a minimum of 18 inches from the blocks . Periodically , when the stone filter becomes clogged , the stone must be removed and cleaned in a proper manner or replaced with new stone and piled back against the wire mesh . 1 1 /2" mound concrete to smooth surface PROPOSED SWALE PLAN VIEW 4 COVEREDFILTER FABRIC STONEFILTER O. 6" MIN. SEE NOTE 6 SIGN 2'-0„ 1 3/4" X 1 3/4" SQUARE TUBE 14 GAUGE, 10' LONG QUIK PUNCH POLE 5/16" CORNER BOLT & NUT 3' MIN. V MIN. 6" MIN. 1'- 6" MIN. PROFILE VIEW FILTER FABRIC COVERED WIRE SCREEN FILTER STONE CORE TYPE A RIP RAP PROPOSED GRAVEL FILTER -t ,�- '�x�u s �. i z � .tom. •-c5- 3 FLOWLI N.E r q �xY 1 FLOW , SECTION A -A N.T.S. ROCK CHECK DAM N.T.S. i DRIVE RIVETS (3/8") W/ 3/8" PLASTIC WASHER i l l — BOTTOM OF SIGN ROPOSED GRADE BLOCK—J GRATE INLET PROTECTION V-0" VAN -ACCESSIBLE (0 - Z_-0(0 6"C.I. Pipe 4' MAX �/ REVISIONS & ISSUE DATES y concrete filled Paint Reflective o COLORS: o Yellow I CURB AND LETTERS AND BORDER- GREEN DETAILS i� GUTTER STREET SYMBOL ON BLUE BACKGROUND `s Finish Grade i - o -I SIGN BACKGROUND -WHITE GATEWAY CENTER — PHASE .16 2a ) ANCHOR (30" x 2" x 2") N a+ m ` NOTES: CITY OF COLLEGE STATION °...o..... _o 1. SPACING BETWEEN LETTERS, COLORS AND PROCESSES l SHALL CONFORM STANDARD HIGHWAY AND SIGN DESIGNS FOR O ANCHOR SLEEVE (18" X 2.25" X 2.25") TEXAS. BRAZOS COUNTY concrete "� �.; 1 6.. 2. INSTALL WHERE INDICATED ON PLANS. 2000 PSI ' I = "� 3. VAN -ACCESSIBLE SIGNAGE ON VAN SPACES ONLY. Q BROCKETTE •DAMS •DRAKE Inc. T _ CONCRETE 12 MI TYP. DUCT TAPE BOTTOM & SIDES OF SLEEVE TO PREVENT C>=>COnSUIting engineers 3 o 12" 1`0 &ANCHOR CONCRETE INFLOW TYPICAL SIGNAGE DETAIL Civil & Structural Engineering • Surveying SIGN POST DETAIL 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 r, BOLLARD DETAIL N.T.S. N.T.S. (214)824-3647, fax (214) 824-7064 g N.T.S. to 1 o STRUCTURAL NON-STRUCTURAL AREAS I AREAS EXCAVATED DRENCH WIDTH 6" SALVAGE TOPSOIL (CLASS V) EXISTING OR PROPOSED SURFACE CEMENT STABILIZED BACKFILL SPECIFICATIONS DESCRIPTION THIS ITEM SHALL GOVERN THE MIXING AND PLACEMENT OF CEMENT STABILIZED SAND AS A TRENCH BACKFILL MATERIAL OR BEDDING MATERIAL IN CONFORMITY WITH THE TYPICAL SECTIONS SHOWN ON THE PLANS OR AS DESCRIBED IN THE SPECIAL PROVISIONS. w N 0 �o23 0 ° a4 54 U U f]� "4 ° 0 a w +' .40 a � v @N _ ©or@ SEE NOTE 1 COMPACTION IN FINAL BACKFILL ZONE COMPACTION OF ALL FILL SHALL BE AT A MOISTURE CONTENT EQUAL TO OPTIMUM AND UP TO A MAX. 4% ABOVE OPTIMUM. EACH LIFT SHALL NOT EXCEED 6" COMPACTED THICKNESS. _J _J ''- COMPACTION IN INITIAL BACKFILL ZONE v USE HAND TAMPERS OR IMPACT TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE m CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTIVE EFFORT. AVOID CONTACT WITH PIPE AND MAINTAIN A MINIMUM OF 6" COVER OVER PIPE CROWN WHEN USING SMALL ¢ MECHANICAL COMPACTORS. r= z INSTALL AND COMPACT IN 6" MAX. Haunch LAYERS. WORK IN AROUND PIPE BY Zone HAND TO PROVIDE UNIFORM SUPPORT. 4" Bedding INSTALL AND COMPACT - Min. IN 6" MAX LAYERS. LEVEL FINAL GRADE BY HAND. WHERE THE TRENCH BOTTOM IS UNSTABLE, EXCAVATE TO A DEPTH AS REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF TYPE D MATERIAL. PLACE AND COMPACT TO ACHIEVE 85% MOD. PROCTOR DENSITY. THIS ITEM SHALL CONSTITUTE "EXTRA WORK" AND SHALL BE PAID FOR AS EXCAVATION. TYPICAL WATER AND SEWER TRENCH DETAIL FOR PVC. DIP. AND TYPE K COPPER TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS. NOTE 1: UNDER NORMAL CIRCUMSTANCES THE CONTRACTOR SHALL USE TYPE B MATERIAL FOR BEDDING AND HAUNCH ZONES. ONLY WITH THE PERMISSION AND AT THE DIRECTION OF THE ENGINEER SHALL THE CONTRACTOR USE TYPE D MATERIAL AS SHOWN. NOTE 2: BACKFILL AND STRUCTURES- WHEN STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, ETC.) ARE WITHIN STRUCTURAL AREAS (AS DEFINED ON THIS SHEET) CEMENT STABILIZED SAND BACKFILL SHALL BE REQUIRED. USE CLASS III MATERIAL IN ALL OTHER AREAS. ASTM D2321 - 89 CLASSES OF EMBEDMENT & BACKFILL MATERIALS CLASS 1 A: ANGULAR, CRUSHED ROCK, NO FINES. CLASS 1 B: ANGULAR, CRUSHED ROCK AND SAND, WELL GRADED TO MINIMIZE MIGRATION OF ADJACENT SOILS. LITTLE OR NO FINES. CLASS II: COURSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE TRENCH GENERALLY DO NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. CLASS III: COURSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM TRENCH GENERALLY DO NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. BANK RUN SAND GENERALLY MEETS THIS REQUIREMENT. CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAR CLAYS. THIS MATERIAL MUST HAVE A LIQUID LIMIT <50 AND A PLASTICITY INDEX >7 AND >'A" LINE. SEE SPECIFICATION (ASTM D2321-89) FOR DETAILS. CLASS IV B: SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, FAT CLAYS, INORGANIC SILTS, FINE SANDY OR SILTY SOILS, PLASTIC SILTS. CLASS V: ORGANIC SOILS. MATERIAL FROM THE TRENCH WHICH DOES NOT MEET THE REQUIREMENTS ABOVE. ALL ROCKS, LUMPS AND CLODS MUST BE REMOVED FROM T THIS MATERIAL PRIOR TO PLACEMENT IN THE TRENCH. THIS MATERIAL IS ONLY APPROPRIATE FOR TOPSOIL IN THE NON-STRUCTURAL TRENCH. STRUCTURAL AREA DEFINITION STRUCTURAL AREAS INCLUDE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. WHERE ANY PORTION OF THE UTILITY TRENCH LIES UNDER A PAVED AREA, THE ENTIRE WIDTH OF THE TRENCH SHALL REQUIRE CEMENT STABILIZED BACKFILL. 5' B/C PAVEMENT AREAS (ROADWAYS, DRIVEWAYS, & PARKING LOTS (EXISTING OR PROPOSED) B/C STRUCTURAL AREA DEFINITION STRUCTURAL AREAS INCLUDE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. WHERE ANY PORTION OF THE UTILITY TRENCH LIES UNDER A PAVED AREA THE ENTIRE WIDTH OF THE TRENCH SHALL REQUIRE CEMENT STABILIZED BACKFILL. BACKFILL MATERIAL LEGEND IDENTIFER CLASS OF MATERIAL COMPACTION REQUIREMENTS PER ASTM D2321-89 STRUCTURAL NON-STRUCTURAL 95% MAX. PER ASTM 85% MAX. PER ASTM OIV A or IV B D1557 0 0 TO 4% D1557 @ 0 TO 4% WET OF OPT. MOISTURE WET OF OPT. MOISTURE or © 95% MAX. PER ASTM D1557 © 0 TO 4% 85% MAX. PER ASTM D1557 @ 0 TO 4% WET OF OPT. MOISTURE WET OF OPT. MOISTURE CEMENT STABILIZED SAND 95% MAX. PER ASTM 95% MAX. PER ASTM © (SEE SPECIFICATION THIS D558 @ 0 TO 2% D558 ©0 TO 2% SHEET) WET OF OPT. MOISTURE WET OF OPT. MOISTURE 95% MAX. PER ASTM 85% MAX. PER ASTM (D 1 A or 1 B D1557 ® O TO 4% D1557 ® 0 TO 4% WET OF OPT. MOISTURE WET OF OPT. MOISTURE TESTING ONE TEST PER 200' REQUIREMENTS OF TRENCH PER 2' OF FILL MATERIALS A. CEMENT: TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150.. B. SAND: CLEAN DURABLE SAND MEETING GRADING REQUIREMENTS FOR LINE AGGREGATES OF ASTM C33, AND THE FOLLOWING REQUIREMENTS: 1. CLASSIFIED AS SW, SP OR SM BY THE UNITED SOIL CLASSIFICATION SYSTEM OF ASTM D2487. 2. DELETERIOUS MATERIALS: (A) CLAY LUMPS, ASTM C142; LESS THAN 0.5 PERCENT. (B) LIGHTWEIGHT PIECES, ASTM C123; LESS THAN 5.0 PERCENT. (C) ORGANIC IMPURITIES, ASTM C40; COLOR NO DARKER THAN THE STANDARD COLOR. (D) PLASTICITY INDEX OF 4 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM D 4318. C. WATER: POTABLE WATER, FREE OF OILS, ACIDS, ALKALIES, ORGANIC MATTER OR OTHER DELETERIOUS SUBSTANCES, MEETING REQUIREMENTS OF ASTM C94. DESIGN REQUIREMENTS DESIGN SAND -CEMENT MIXTURE TO PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 50 POUNDS PER SQUARE INCH IN 48 HOURS AND 100 POUNDS PER SQUARE INCH IN 7 DAYS WHEN COMPACTED TO 95% IN ACCORDANCE WITH ASTM D558 AND WHEN CURED IN ACCORDANCE WITH ASTM D1632, AND TESTED IN ACCORDANCE WITH ASTM D1633. MIX FOR GENERAL USE SHALL CONTAIN A MINIMUM OF 1-% INCH SOCKS OF CEMENT PER CUBIC YARD. MIX FOR USE AS SANITARY SEWER EMBEDMENT WITHIN 9 FEET OF WATERLINES SHALL CONTAIN 2 SOCKS OF CEMENT PER CUBIC YARD. COMPACT MIX WITH A MOISTURE CONTENT BETWEEN 0% AND 2% ABOVE OPTIMUM. MIXING MATERIALS: A. THOROUGHLY MIX SAND, CEMENT AND WATER IN PROPORTIONS OF THE MIX DESIGN USING A PUG MILL -TYPE MIXER. THE PLANT SHALL BE EQUIPPED WITH AUTOMATIC WEIGHT CONTROLS TO ENSURE CORRECT MIX PROPORTIONS. B. STAMP BATCH TICKET AT PLANT WITH TIME OF LOADING DIRECTLY AFTER MIXING. MATERIAL NOT PLACED AND COMPACTED WITHIN 4 HOURS AFTER MIXING SHALL BE REJECTED. PLACING: A. PLACE SAND -CEMENT MIXTURE IN 8-INCH-THICK LIFTS AND COMPACT TO 95 PERCENT OF ASTM D558, UNLESS OTHERWISE SPECIFIED. THE MOISTURE CONTENT DURING COMPACTION SHALL BE BETWEEN 0% AND 2% ABOVE OPTIMUM. PERFORM AND COMPLETE COMPACTION OF SAND -CEMENT MIXTURE WITH 4 HOURS AFTER ADDITION OF WATER TO MIX AT THE PLANT. B. DO NOT PLACE OR COMPACT SAND -CEMENT MIXTURE IN STAND OR FREE WATER. FIELD QUALITY CONTROL: A. MIXING PLANT INSPECTIONS WILL BE PERFORMED PERIODICALLY. MATERIAL SAMPLES WILL BE OBTAINED AND TESTED IF THERE IS EVIDENCE OF CHANGE IN MATERIAL CHARACTERISTIC. B. RANDOM SAMPLES OF DELIVERED PRODUCE WILL BE TAKEN IN THE FIELD AT POINT OF DELIVERY FOR EACH DAY OF PLACEMENT IN A WORK AREA. SPECIMENS WILL BE PREPARED IN ACCORDANCE WITH ASTM D1532 AND TESTED FOR 48-HOUR COMPRESSIVE STRENGTH IN ACCORDANCE WITH ASTM D1633. C. THE CEMENT CONTENT WILL BE CHECKED ON SAMPLES OBTAINED IN THE FIELD WHENEVER THERE ARE APPARENT CHANGES IN THE MIX PROPERTIES. MEASUREMENT AND PAYMENT NO DIRECT PAYMENT WILL BE MADE FOR CEMENT STABILIZED SAND UNDER THIS ITEM. PAYMENT FOR CEMENT STABILIZED SAND SHOULD BE INCLUDED IN THE UNIT PRICE FOR THE APPLICABLE UTILITY OR STRUCTURE INSTALLATION. MAXIMUM DEPTH CHART USING TYPICAL WATER AND SEWER TRENCH DETAIL (SEE DETAIL THIS SHEET) SEWER LINE WATER LINE SPEC. D3034 D2241 C905 C900/C909 SDR 26 1 26 25 14 CLASS NC 160 165 200 SIZE MAXIMUM DEPTH OF BURY (FEET) 4" 81.3 76.3 NA 219.3 6" 54.5 51.5 NA 152.5 8" 40.7 39.7 NA 116.7 10" 33.5 32.8 NA 95.6 12" 28.5 28 NA 81 14" NA 25.7 24.7 NA 15" 23.3 NA NA NA 16" NA NA 21.8 NA 18" NA 20.5 19.9 NA 20" NA NA 18.2 NA 24" NA NA 15.9 NA 30" NA NA NA NA 36" NA NA NA NA .:........................:... THOMAS C. BARNETT at 90854 •'k: f��cE N TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS NOTE: VALVE EXTENSIONI TO BE USED ONLY WHEN TOP OF GATE VALVE IS DEEPER THAN 5 FEET FROM FINISHED GRADE. VALVE BOX PER SPECS. D 611 b GATE VALV 2" SQUARE AWWA NUT EXTENSION. TERMINATE 12" FROM TOP OF BOX. STD. GATE VALVE W/STAINLESS STEEL BOLTS PVC OR D.I. PIPE _BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE E & BOX Wi woo WATER LINE TEE OR TAPPING SLEEVE & VALVE AS REQUIRED STANDARD FIRE HYDRANT GATE VALVE _\ W/VALVE BOX ANCHOR 90" BEND - GATE VALVE- W/VALVE BOX STANDARD FIRE HYDRANT - REALIGN AS NEEDED General Notes (1) Finely divided earth free of rock, lumps and clods exceeding 6" shall be placed by hand, and compacted around the cast iron pipe to a depth of 12'' over the top of the pipe before back fill is begun by any mechanical equipment. (2) All concrete blocking shall be - 28 day concrete strength = 2000psi. (3) All thrust blocking shall provide a minimum of 2 square feet of bearing area of concrete on undisturbed soil, or as directed by the engineer. (4) Water mains will not be fully pressurized until concrete has reached 7 day strength. (5) All pipe will be laid so as the entire barrel will have full bearing on the fine graded trench bottom. Bell holes shall be cut for each bell and fire hydrant. (6) All gate valves to be "0'' ring type, with non -rising stems; with M. J. ends including all glands, bolts and gaskets; and to open counter -clockwise (left). (7) All fittings shall be mechanical joints unless otherwise directed. -->I 1' MIN. =D�_ I FIND' Ir r"N nn A I'lr- w z LL 0 U Of AS REQUIRED 2" SQUARE AWWA NUT - I-\/Tr•K IC"`1/lAI Trr')k AINI ATr — 2411 X 2411 X 6" 28-DAY CONCRETE STRENGTH = 2000 psi WTIH #4 BAR AROUND ALL VALVE BOX. VIEW A - A VALVE BOX PER SPECS. e e e •� po bo 611 j I I )'D VARIES LLY v :o • v IVII_\�I li`iIVICAL JOINTS WITH SET SCREW RETAINER GLANDS OR MEGA LUGS BLOCK AS DIRECTED -_ 6" STD. / GATE VALVE WITH SS BOLTS STANDARD FIRE HYDRANT BURY LINE 6" D.I. OR C909 PIPE 6" MJ ANCHOR COUPLING PEA GRAVEL - FILL TO 1 FT ABOVE WEEP HOLE THRUST BLOCK BLOCK USING 12"x12"x4" PRECAST CONCRETE BLOCK 6" X 12'' GRADELOK W/M.J. SPLIT GLANDS (ROTATE TO FINAL GRADE) OPTIONAL 1 619 , ! , r I � JUL 12 200 COLLEGC- STA' ION E ' 04 s Crry ar BRYAN Tha GwdL#4 Tape styk.— DRAWN BY; & DATE: 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE SHEET 1 0F 4 NOTE USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. - w w� 00 w cn c� Q� o mU O J m POUR AGAINST UNDISTURBED EARTH TEE AND PLUG SCHEDULE ID (in) THRUST (tons) C (ft) A (ft) VOLUME (c. .) 4,6,8 5.1 1.5 2.5 0.3 10,12 11.3 1.5 3.5 0.6 C POUR AGAINST N, UNDISTURBED EARTH TEE THRUST BLOCK PLUG THRUST BLOCK THRUST BLOCK NOTES:- 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi., THRUST BLACK DETAILS POUR CONCRETE AGAINST UNDISTURBED EARTH TRENCH WIDTH • •_ • :♦ •• ° •• • a •a iii••• • + . •. •• •• • • • i • 1•ss,°• e ♦ .• • o • p • 1 ed • s•: ••• e r duy• 4.6 mW 1. • •• d •�•d.••sJ t;.• • • •: '. a• • • i ♦e q • .°off • . • a ♦••• •�G 4111b� �• •i •• :i • 1i i � �• • •• •° • • A% ••d H • ' • 1 • • . • • •••� • • all 1'-0"L� INNER nia POUR CONCRETE OUTER AGAINST UNDISTURBED DIA. EARTH SECTION X-X HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE A (ft) B (ft) C (ft) E (ft) G (ft) VOLUME (c. J 900 6,8'' 5.0 1.5 1.5 0.9 2.7 0.4 10,12" 6.5 2.5 1.5 1.2 4.0 1.0 450 6 8', 2.0 2.0 1.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 61811 1.5 1.5 1.5 0.9 0.8 0.1 22.50 10,12" 2.0 2.5 1.5 1.2 1.1 0.3 6,8" 1.0 1.5 1.5 0.9 0.4 0.1 11.25° 10 ,12'' 1.5 1.5 1.5 1.2 0.6 0.1 PLAN VIEW TYPICAL HORIZONTAL THRUST BLOCK CONCRETE SHALL NOT EXTEND BEYOND JOINTS C 11_ 11 A i G i• sL 4 •• �♦ •� • • • l a M f Q d. • • • •y • •••• �•e• • e : 1 *41 Pp•• fe• �, • i • •d so ~ • ♦ i• r • •1•• • •� : • � ,. • ': ate• } ,11 Ov��� 0� P' WATER PIPE T PIPE JOINT NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED BETWEEN THE SERVICE SADDLE AND THE CURB STOP FOR SINGLE SERVICE OR BETWEEN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESSURE TEST LINES IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED. VV /-H I C.fC LING 3. MARK EACH SERVICE END WITH METAL 'IT'' POST PAINTED BLUE. 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. (`I 11DD o GUTTER VIEW A -A DOUBLE SERVICE N � BALL VALVE -PAD � � \I WITH PLUG (2 FOR DOUBLE SERVJ 4' MIN. A 1" TYPE K COPPER TUBING (SINGLE SERVICE) 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) (SEE NOTE 1) T 2' MIN.-3' MAX. 2' MIN. 0 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2'' X 1'' BRASS WYE (1 FOR DOUBLE SERV-) W2mOl COMPLi 0 JUL 12 06 COLLEGE STA ENGINEEMNG O Q Crff of BrRym The Good "fe, Texts SO&.- DRAWN BY: RI DATE: 01-01-05 SCALE- N T S APPROVED: WY K. FIGURE UU 29= SHEET 2 Of 4 SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. APPROVED 3" OR LARGER COMPOUND METERS VAULTS & MATERIALS APPROVED METERS - SENSUS SRH (U. S. GALLONS) APPROVED VAULTS PARK DMC-BR PRE -CAST CONCRETE VAULT WITH ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS - DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS, ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. WATI— I\ IV fnIIV CONCRETE VAULT r.•_:�_..r:•ra_•.r.•'r •.r_..r •.r.•'r_-.r.�.. •::t.•.� •:'r-•,?-•.Z •:r_,;'r-•.� •.:t..,�:.;t.. VALVE n:4 jjjE0jjjjj ►:l SERVICE CONNECTION AND VALVE METER VAULT FLOOR (6" LIP) METER VAULT ASSEMBLY NOTE: 1. EMBED COPPER LINE IN TAMPED SAND FROM UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" SHALL INCLUDE ALL MATERIALS, AS SHOWN IN DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. 3. SIZE OF LINES AND VALVES MAY BE MODIFIED BY THE ENGINEER 1" BRASS ELL (TYP.) HOT -BOX POLY ROX MODEL PHRI WITH HEAT OR APPROVED EQUAL W3w00 BRONZE INSECT SCREEN W/S.S. HOSE CLAMP 4" X 3' X 3' CONCRETE PAD 1" IRON PIPE THREAD COMPRESSION FITTING AND 1" GATE VALVE 1" TYPE "K" COPPER TUBING 1" TAPPING SADDLE W/ 11 CORPORATION STOP. BLACK TEXT LWARNIN G 10" UNDERGROUND PIPELINE CONTACT THE CITY BEFORE EXCAVATING YELLOW BACKGROUND WHITE BACKGROUND. VALVE 7" I V 0. 1N 10 "— WARNING uomaronro w¢ee a�++ncr eo'owort [xtwvin+c VALVE 41-011 N0. D 0 n 4'-0" 9 p AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL *NOTE: COMPACTION WITHIN LIMITS OF ASSEMBLY SHALL BE 95/ STANDARD DENSITY PER ASTM D698 AIR RELEASE VALVE & VACUUM CHECK VALVE r A Ir if% 0% 4e% 1 w5muz NOTES: 1. FURNISH AS SHOWN ON PLANS AND ON ALL VALVE SIGN POSTS. 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON ENAMEL FINISH. FURNISH ONE WARNING AND ONE VALVE SIGN AND ONE POST FOR EACH VALVE INSTALLED AND AT OTHER LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EAC INSTALLED (OMITTING VALVE NUMBER ON VALVE SIGN BLANK) (NOT A SEPARATE PAY ITEM) —2" BLACK PRESSURE SENSITIVE NUMBERS TO BE ADDED AFTER BASIC SIGN HAS BEEN PAINTED. PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN 8' BLUE, HEAVY DUTY, WING CHANNEL POST 2' X 4' X 6" CONCRETE SLAB o y / -NOT GREATER THAN 450 6" DIP W/RETAINING CLAN AT BEND AND PLUG. RESTRAINED JOINT W/THRUST BLOCK THRUST BLOCK MAIN LINE M. J. TEE )R CROSS VALVE BOX AND SHAFT EXTENSION CAST IRON VALVE BOX COVER 2' X 4' X 6" CONCRETE SLAB 6" M. J. ELL PLACED ONE """ UNDISTURBED SOIL INSTALL ANCHOR COUPLING AND REDUCER AS REQUIRED IIOT-LINE BLOW OFF ASSEMBLY GALV. ELL GALV. NIPPLE � REMOVE AND DISCARD AFTER USE BROOKS UNDERGROUND ENCLOSURE - MODEL 1220 SCH. 40 GALV. PIPE OR APPROVED EQUAL AFTER BLOW -OFF INSTALL MALE QUICK EXIST. GRADE 'i' CONNECTION & CAP BRASS BALL VALVE BRASS THREAD PIPE BRASS ELL MJ TAPPED CAP CONCRETE BLOCKING o . (SEE BLOCKING DETAIL) D WATER MAIN . J BRASS NIPPLE BLOW-OFFKISER 1!dLa�lit: W3-01 JUL 12 200 Col.t.r-On STATION ENGINEERING 4 H F aTTY of BRYAN ne Good Lye, Terms S*.-' DRAWN BY: f% DATE- 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE SHEET 3 01= 4 MAIN TRACK MACHINE BORING (TUNNELING IN EMBANKMENT) J I I- I- I- V !'1.J 11 N kJ V /-U \ I\ I IL I\ I I I L MACHINE BORING (TUNNELING IN CUT) NOTE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RAILROAD CROSSING OPEN CUT LIMIT 21 -011 MIN. 3' -0'' MIN. MACHINE BORING (TUNNELING) WIDTH OF PAVEMENT STEEL CASING AS REQUIRED - 2'-0" MIN. OPEN CUT LIMIT I SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. TYPICAL CITY STREET CROSSING B MACHINE BORING (TUNNELING) SHOULDER SHOULDER VARIES VARIES 5'-011 WIDTH OF PAVEMENT 51-011 MIN. r T MIN. 3'-0'' BELOW DITCH FLOW LINE. i NOTE: STEEL CASING 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING V �A SELECT MATERIAL MATERIAL EXCAVATED FROM, THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90/. OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4/ OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98/ OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MINIMUM PERCENT PASSING 3/4'' SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. NOTES: 1. FOR BEDDING AND TRENCHING WITHIN EXISTING S TREE T/ STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT S TREE TS. 2. All bedding & installation of PVC pipe shall be in accordance to ANSI/AWWA Standards for, PVC Pipe. 3. All bedding & installation of Ductile Iron pipe shall be in accordance to ANSI/AWWA C150/A21.50. 4. Compaction shall be attained by mechanical tamping. 5. Relative compaction shall be tested in the presence of the City Engineer. 6• Dust resulting from the Contractor's performance of the work, either inside or outside the right of way, shall be controlled by the Contractor. 7. All trenches shall be back filled and temporary paving or plating placed at the end of each working day. 8• See "Open Cut Details'' ST4-00, ST4-02 & ST4-02. BEDDING AND TRENCH FOR DI PIPE ti. PVC PIPE WITHIN NON-STRUCTURA OR FUTURE STREET AREAS , .01.1`114 ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS 1S PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. W4=03 JUL 12 200� \ \\ cot,,LEGS STATI! ENGINEERING z 0 FI w CTTY of BRYAN 77W GaodMf4 Too S�k- DRAWN BY: DATE: 01-01-05 SCALE' N T S APPROVED: W.P.K. FIGURE 94 SHEET 4 0F 4 BLACK TEXT WARNING 10" UNDERGROUND SEWER CONTACT THE CITY BEFORE EXCAVATING YELLOW ' BACKGROUND 14" MANHO E 7" N 0 . IV 111 WHITE 0 BACKGROUND. NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. SECTION A - A A 5" MIN. � O � p , p VARIES ' ' •a STD.450 WYE 4`iH 3" pp VARIES A VARIES p 450 BEND VARIES , p p p p p •p p •P•� p p p p•p e 'J b• � p `� �.i � •�• b� • p p .A •:}. i••'C SEE BASE p •• .� NOTES p G p p p y p . • p• •� °•° •p e p•° °• ° p p.t NOTE FOUNDATION 1. FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE SEWER LINE CROSSES OPEN FIELDS 114 BARS, 8" O.C.E.W. -- DEPTHS 2. SIGNS TO BE CONSTRUCTED GREATER THAN 12 FEET WILL REQUIRE FROM 20 GA. STEEL BAKED ON 2 MATS OF REINFORCING STEEL IN THE BASE STD.450 WYE - CEMENT STABILIZED SAND AS SHOWN. W 3" 3" A 45° BEND 90" BEND 6" MIN. WATER STOP -PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) CIVHIVIGL nrvi0n. rvrvwOn STANDARD DROP MANHOL"W-1 ONE SIGN AND ONE POST FOR EACH MANHOLE INSTALLED ACROSS OPEN FIELD AND AT OTHER NOTE CAP CLEAN -OUT AT BLIND FLANGE ON LOCATIONS AS SHOWN ON PLANS. RESTRAINED JOINT FOR FORCE MAINS. FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH INSTALLED (OMITTING MANHOLE NUMBER ON MANHOLE SIGN) (NOT A SEPARATE PAY ITEM) PIPE O.D. PLUS 4" —2" BLACK PRESSURE PERIPHERAL SENSITIVE NUMBERS "STARTER" HOLES TO BE ADDED AFTER � (SEE NOTE iJ BASIC SIGN HAS BEEN PAINTED. SEWER WARNING AND MANHOLE IDENTIFICATION SIGN OPENING CREATION DETAIL TE 413 REBAR (14'' EMBEDDEE EPDXYED INTO MAID WALL 3". (SEE NC PIPE O.D. PLUS 18" NOTES: 1- A MAX. OF 4 AND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEL/CONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION AS FOLLOWS: MANHOLE DEPTH (FT.) BASE THICKNESS 0 - 12-------------------------------- 811 12 AND OVER -------------------------- 1211 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: LOCATION COMPACTION REQUIREMENT PAVEMENT ------------------------------ 98 % STANDARD PROCTOR - AS T M D 698 LANDSCAPE AREA 90 / STANDARD PROCTOR - ASTM D 698 ------------------------ SEE NOTE 7. 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY 6. IN FLOODPLAINS, THE CONE SHALL EXTEND ABOVE THE BASE FLOOD WARNING ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER �'�� SHALL BE USED. .GOM EILNA,►f. SEWER SIGN MANHOLE 7. WARNING SIGN ONLY TO BE PLACED WHERE MANHOLE SIGN N0 SEWER CROSSES OPEN FIELDS. (SEE DETAIL S01-05) 6'-0" STD CAST IRON MANHOLE COVER - 3' MIN. AND FRAME (30'' DIA. OPENING) OR EQUAL 12" MAX. SEE NOTE 1. ► 1{\ k1/2' P 21-011 PRECAST REINFORCED oCONC. MANHOLE SECT. ; ° DASTM DES.C-478 8'GREEN, HEAVY DUTY, BACK FILL AROUND MH SHALL .; WING CHANNEL POST BE AS PER NOTE 4. VARIES D 5" MIN. (SEE TABLE) RUBBER -GASKET JOINTS MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT >181n. <30in. 6 FT >36in. W/ MORTAR SEALANT INSIDE AT ALL JOINTS 9" ° MAX o 6" MIN. PLUG 1/2�T TB AS E WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, - OR APPROVED EQUAL. (2 REQ'D) INVERT = 3/4 DIAMETER OF PIPE UP TO 24". 24" AND LARGER SHALL BE FULL DEPTH INVERTS. REMOVE INVERT AS REQUIRED AND NEW INVERT FOR NEW -INE. NEW INVERT SHALL -LAVE SMOOTH TRANSITION NTO EXITING INVERT. REWORK -XISTING INVERT AS REQUIRED. NON -SHRINK GROUT NKO-FLEX PREFORMED ASTIC ADHESIVE �TERSTOP, OR APPROVED UAL. (SEE NOTE 3.) �TERSTOP - PIPECONX ,NHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) 1 CONNECTION DETAIL SECTION VIEW MANHOLE CONNECTION DETAIL B� STANDARD MANHOLE TIE-IN #4 BARS BENT @ 900 AND TIED TO WALL AND BASE. L #4 BARS, 8" O.C.E.W. NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. Slm02 NOTES: 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS_ 4. CONCRETE SHALL BE 3,000 P.S.I. DIAMETER 11-01 VARIES 2" CLR. NON -SHRINK (TYP.) GROUT NEW INVERT PIPE O.D. ! PLUS 1------- WATERSTOP —PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) 1 CONNECTION DETAIL SECTION VIEW z 0 w a Cm of BRym C EVIEW F Tyke Gwd Life, Taw Siyk.- C®PL JUL Z00 ! RAWN BY'* DATE: 01-01-05 COLLEGE STATION SCALE: N T S APPROVED- W,P.K, FIGURE: S1=03 SHEET 1 OF 4 NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL MATERIAL SHALL BE SDR 21 D2241. 4. GLUED FITTINGS WILL ONLY BE ALLOWED AT THE DOUBLE WYE CONNECTION AND BENDS. GLUED FITTINGS TO BE PVC-DWV. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. STD.450 BEND STACK VARIES IN HEIGHT 4'' PVC EXTENSION W/PVC CAP (SEE NOTE 3) PVC DOUBLE WYE 2.0' WITH PVC CAP (SEE NOTE 3) w wz °- ' I � n z I' O SEE NOTE 5 ' '»A\ll VARIES 3.5' MIN.(SEE NOTE 1.) PVC (SEE NOTE 3) (MIN. 1/ SLOPE) T-Y SERVICE FITTING (SEWER TEE) STD.450 BEND R-O-W 2.0 SEE NOTE 5 DEEP CONNECTION PROFILE STANDARD CONNECTION PROFILE SANITARY SEWER SERVICE CONNECTION IS2.0-0- CEIv SA TV L_J I-1 VV Ao SELECT NATIVE MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90/ OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4/ OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98/ OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4/ OF OPTIMUM UNDER FUTURE STREET AREAS. © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MINIMUM PERCENT PASSING 3/4'' SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENT STABILIZED SAND, 1-1/2 SACK/CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. METER BOX OR STANDARD CLEAN -OUT BOOT 'lG -ORIGINAL GROUND IN FUTURE STREET AREA PLACE METAL DETECTOR TAPE AT 12"-18" DEPTH. OA SELECT MATERIAL 6" - 12" ©(MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE) 4" �- UNDI PIPE STURBED SOIL OZD_, MIN./12" MAX. NOTES: 1. FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. 6. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. 7. TWENTY-FOUR (24) HOUR NOTIFICATION TO ENGINEERING IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. S2=02 c0 M, JUL 12 2 COLLEGE STATTOM ENGINEERING z 0 W c� i a .■�AMb O w w CITY of $RYAN T*e cw d7if4 T'mj Style.- DRAWN BY-* DATE: 01-01-05 SCALE* N T S APPROVED: W.P.K. FIGURE: 0 29= SHEET 2 OF I I 0 Iz SIDEWALK / O y D 3.5' MAX. OR AS DESIGNED (SEE NOTE 1.) 2' PVC —/ (SEE NOTE 3) STD. 45° PVC BEND CONC. CUF WATER LINE (MIN. 4' BURY) 2' DESIRABLE STD. PVC COUPLING PVC SDR 21 D2241 @1.0/ MIN. 4" PVC EXTENSION W/PVC CAP (SEE NOTE 3) PVC DOUB WITH PVc (SEE NO PLAN /TVF-)I(` nl \ PROFILE NOTE 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PRINTED GREEN. 3. ALL SERVICE CONNECTIONS WITHIN THE R-O-W SHALL BE SDR 21 D2241 MATERIAL. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. SEWER SERVICE SINE CIROSSING- MAIN TRACK SUBGRADE DITCH O O 4_611 ry MIN. 4'-0" MIN. MACHINE BORING (TUNNELING IN EMBANKMENT) STEEL CASING � CARRIER PIPE` MACHINE BORING (TUNNELING IN CUT) NOTE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RAILROAD CROSSING S3=01 2'_0" MIN. MACHINE BORING 2'-0" MIN. OPEN CUT (TUNNELING) OPEN CUT LIMIT LIMIT WIDTH OF PAVEMENT 3 -0" MIN. � SIDEWALK MAY 8E OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER AS REQUIRED CARRIER PIPE-J NOTE L FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. TYPICAL CITY STREET CROSSING S3=02 MACHINE BORING (TUNNELING) SHOULDER SHOULDER VARIES VARIES 5'-0" WIDTH OF PAVEMENT 5'-0" MIN. MIN. 3'-0" BELOW DITCH FLOW LINE. CARRIER PIPE NOTE STEEL CASINGLREVIEIED F 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING LIAf SEE CITY STANDARD SPECIFICATION FOR WATER AND 22 6 SEWER LINE CONSTRUCTION.EST2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONEen nG 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING ES3 03 z a CITY of BRYAN le, The Good Life, Tem St* - DRAWN BY:g- DATE: 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE 33 SHEET 3 OF 4 .o a PIER DIA. AS SHOWN ON PLANS ° d z� d SECTION A -A PIER DIAMETER VERTICAL STEEL 05 BARS 16" 8 24'' 12 26" 14 30" 16 42" 24 #2 HOOPS, 12" O.C. 3" CLEARANCE MININMUM DUCTILE IRON PIPE - WRAP WITH ONE LAYER OF TAR PAPER TO PREVENT BONDING NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. I- w 2. CHAMFER EDGES 3/4".~o 3. CONTRACTOR SHALL CONSTRUCT w 1,10F CONCRETE PIER TO A MINIMUM < f DEPTH OF 6' OR TO A DEPTH x z n WHERE A GOOD BEARING SOIL w IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY _ o PLUMB WITHIN 2" TOLERANCE. Iz 7' 5. ALL INFORMATION SHOWN IS CITY - C° w n MINIMUM. ALL PIERS SHALL BE o 0 DESIGNED BY A PROFESSIONAL ENGINEER. cn w m ES PLAN 4" WIDE X 3/8" THICK STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REQ'D. PER PIER) 1" x 18" GALVANIZED STEEL ANCHOR BOLT SECURED TO VERTICAL REINFORCING STEEL vttvttvtt� VERTICAL STEEL AS PER TABLE #2 HOOPS, 12'' O.C. POUR CONC. AGAINST UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DIRULLED 41R FOR-A-ERIAL SEWER S4=00 un c� rinni in 24" O.C. fix CONCRETE '°' MACHINED BEARING SURFACE 1-5/8" 51 BOLT HOLE DETAIL 2-1/4" 1-3/8" 7/16" PICK HOLE DETAIL - SEE BOLT HOLE DETAIL (WATERTIGHT COVER ONLY) 33-1/4" 32-3/16" 4-1/2" GROOVE FOR 1/4'' DIA. 1„ 1-1/2 NEOPRENE GASKET COVER BACK 7/16" 2-9/16'' fi 30" % 31-7/8" 33-15/16" 1-1/2" 40-3/ 4" 3/4"� 2-1/2" FRAME SECTION 23''21- COVER SECTION (4) 1/2'' DRILLED AND TAPPED BOLT HOLES \(WATERTIGHT FRAME ONLY) FRAME PLAN (4) 1/2"-13 X 1-3/4'' SS HX HD BLTS WITH STEEL & RUBBER WASHERS (WATERTIGHT COVER ONLY-V1480 APT) J t WEr` COVER FACE (VULCAN V1480) (4) 1/2"-13 X 1-3/4'' SS HX HD BLTS WITH STEEL & RUBBER WASHERS (WATERTIGHT COVER ONLY-V1480 APT) C: C 'o 2 1-1/2" COMPLIAffi0i t�, COLLEGES c WATEIRLIrIGHT MANHOLE RING E; AND ,rgRy 5�� COVER FACE (VULCAN V1480) 1ViAN�I0I�E RING AND COVER 8c GENERAL NOTES. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. z a a Crry of BRYAN The GoviLifop Teas Sqk. xv DRAWN BY:k* DATE' 01-01-05 SCALE: N T S APPROVED: WY K. 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" �a C.� f .,;Z,, r ,. rs� ,`i ,; e".�Vi,AI W` l - I -, 1�..�II..�1::t..I;II.;.. : k.• Sb - „� _ - x PHASE 1 " I /: ,,: _ _ _ '-'._^ ' y h �1 I/ .' - _ T z .. . -„ .. :( «. 1 _..r r D�., ; . k �. e X} - x [� ' x, ;' J� ;,,1 y 2 : a r , L . , - ... _ ' �� r � , p. .__. s ,. �� :. : III 10C ® n CC Landscape Plan _y. Ref- None Scale: I'-30' North , t ° Verify cat clirn"lons W" canstrvc�. ORIENTATION MAP :J't.,...,....^ 'V'.." _v''itirt.A'8-CF.' s, i. ;-.13 s,.S_.f 1, �",/, r r .TA ./ �- 0�Pk ,; , J ,J j/j �y7 iy% //i y / i j�/ �'0..,.,,.., r 'r w p4' a fit, .. 1 i3 3 _1 i r .3 t� ��^qy tg; *' f i t�, F at kx - -,Y -F r� f aw w x '� ! } r;. I';, ray ,� , r_ 5 J - - `� C L.. `- i µ 'c t, I S t t i '. t i E. t qy Car -_ ; ya k -�- p. �i... iautt �1:4. i' ' z.f %'�'• ° r s yyr` �St `.. ` `q• p ppis^ -- /. -.,_ .,r is l _ ,t Ei4�' iEf �e :x a y - t 1, 5e::s�',�.w-,i }.�te._,__£ 1�._ . Landscape Calculations PHASE 2 A POINT CALCULATIONS Required Site - 5q,645 / 1000 x 30 x 2 = 3,5741 Points Buffer -- NONE REQUIRED (Previously satisfied in Phase 1) TOTAL POINTS REGaUIRIM CANOPY TREE REQUIREMENT 3,57cl Total Points x 60% - I,7g0 Total Points iReVw-erd Proposed Landscaping NEW CANOPY TREES (container) 6@ 300 Points (3Y2" Cal,) = 1,800 Points 1,800 Points NEW NON -CANOPY TREES (container) 19 @ 40 Points = 760 Points 760 Points SHRUBS (5 gal, or larger) 10 = 1040 Points 4 @ 10 Points , is 11040 Points SHRUBS (1 gal.) 10 @ I Point = 10 Points 10 Ponrits TOTAL PROPOSED LANDSCAPING as 31610 Points Plant List - PHASP.:newA Key y Site Ccrrrrm None (9oftn(cad Name) Point Value Points Garments Ca XW Thins CE ® 2 3Y2' Cal. Cedar Elm (Ulmus ciassifolia) 500 600 12/14' Ht., 4/5' Sp., Matched BG 49 2 3Y2' Cal. Bald Cypress (Taxodium distuchum) BOO 600 6'-0" Clear Trunk Min., Container 12/14' Ht.� 4/5' Sp., Matched RB 0Ton-Canopy 6'-0' Clete- Trunk Min., Container 2 3Y2" Cal. River Birch (Betula negra) 300 600 12/14' Ht.; 4/5' Sp., Matched Tram 6'-0" Clear Trunk Min., Container CM Iq 2Y2' Cal. c•�a.) CrapeMyrtle troernia indica 'Watermelon Red, Y ( ) 40 7(00 ' b/S Ht., ' i 3/4 5p., 3-5 Canes, Matched, Shrubs Min. Cane Dia - 1�,v WP ® q2 5 fat. Wheeler's Dwf. Pittosporum (Pittosporum tobira 10 q20 150 Height Min., Rooted, Full "Wheeler's Dwarf ' ) LG Q 4 5 Gat. Liigustrum (Ligustrum joponicum) 10 40 36" Height Min., Rooted, Full AR @ 8 5 Got, Anticye Rose (Caldwell Pink) 10 80 18" Height Min., Rooted, Full FG O 10 1 Gal. Red Fountain Grosss�(Pennicetum setoceum Rubrum) 1 10 15' Height Min., Rooted, Full V4� n•�� AJ � 101 1 1. Got. Ground Cove Asian Jasmine rachelos um asiaticum (T perm ) O O .- pot Full, 13 12 Runners, min. NEW TOTAL FOR PRASE 2A LANDSCAPING 3,610 Pak" Irrigation Plan r:l All new plant material will be planted in areas that already have an irrigation system, No Irrigation Plan will be submitted for Phase 2A. Refer to Irrigation system for Phase 1 General Notes1. 01. All Plant Material shall be pruned / shoed as per Landscape Architect after installation to remove any broken or damaged branches and to give J1.1 uniformity of shape. 02. All Plant Material must be approved by the Landscape Architect before >i installation. 1. 03. Verify all cyantities before installation. 04. Broken pieces of sod (smaller than 8" 5Ware) are not acceptable.11 11 015. All Crape Myrtle Trees are to be pruned up to expose 4' clear trunk(s). 06. Landscape Contractor- le responsible for clearing any dirt or mud from Public roadway. Landscape Contractor is also responsible for keeping the site clean during construction and plant installation. 07. All proposed 'New Canopy Trees" shall be containerized. 11 08. An automatic irrigation system will cover the entire landscaped areas. Oq. Bedding Soit (flowerbeds) shall be prepared to a depth of 8 inches and. Ir consist of 60% Sandy Loam Topsoil, 20% Slack Humus, 10% Mushroom Compost and 10% Red Shredded Mulch. 10. All flowerbeds shall be top dressed with a 3'I layer of Black Humus or egvol. 11. Install 3' diameter mulch rings (3' thick) around all trees (campy and non -canopy) which appear in lawn areas. 12. All plant material is to be guaranteed for 1 full year. 13. Erosion control is recyir ed as needed and clean-up is included. 14. See Site Plan for topographic Information, existing and proposed utilities, easements, adjacent land uses, existing development and roadways. REVIEWED FOR COMPLIANCE JUL 1 2 2006 _�' COLLEGE STATION! QEE%eeL0rn S ICES N T_ w 44 2 .r ti A d) >100 UM . �t Lxeo i. a a L .+ 1,,� h C � �� a 0 T_ �'` lz COMA Date: 05/05/06 Revisions: 6-2-06 - RBR Sheet Number LS 3 Sheet 3 of 9 Z O a 0 u7 0 0 N 00 N LO 0 c6 a a .r- uD 0 O 0 0 N a c i 4- CO ca c� 0 a� • �O a U c� 1.5" Mainline r, t S. .._.__.._.._..._. ..-_ ._...__. ____... _._____......,__.. _.-_.. ___ __.. ..-.._.__ _. __ _._. .. _.__...- .._._... -,._ _-._..-._._,_ ....-._.. ___,_.. _. Valve #1 Valve #2 : � I i n _ t,.. � .r -� ••u r x ..Y Y _ ....-- .Y=+Y�x��" Y R R R x x x a.R x R xx1 t r a NO't`E= � - _ :T NOTE= Sleeve to be 2' Soh 40 PVC with ip �` 1' l Valve #3 (brip) portions of the pipe 1 out are sweeping ell at turn up for exterior mounted I I NOTE Power for Irrigation Controller is to be frunished by Owner. I; ay controller. Verify location before installation. III schematic. Lines are to be located Apull-string is to be laced in the sleeve I (�w Verify location of power before installation of Controller• inside planted areas. at the time of installation. I IOW IMgationController #1 iMj i �. �� �..�.. .....�. 1 ( N Refer to 07/IR1woo° O' F mame Ur* Water Proof Connection (Typ. ) (12") Plastic Valve Box Valve box With Cover (12") Plastic Valve Box Plastic Ball Valve Finish Grode/Top of Mulch Plaster Valve (SIZE VARIES) Plastic Meter Box (19"x25") _ Water Meter (SIZE VARIES) ;01 ( s• rNlw I - Electric Valve: (SIZE VARIE5) ii-lil-- i iox--liiCompacted Native 5oitI I -I f 11=1 I I Undisturbed Native Soil Copper Flow Line From Tap Water 1I=III Meter - Flow In Lateral Line VC Main Line Pipe (to sprinklers)11-I T1=1 I I-i l T=i I'll `I I I` I'1=1 I= I (=11= I= I'f=11 I -I I I I1=1 11=1 11=1 11-1 I I I 1=1 I I• -I I I -I 11=1 11=1 11=1 11-I 11=1 I 11=iTi=T1=1Ti=1 i 1=1 i 1=1 i i=iTl=1 i 1=1 i I III-1 I -1 I I-1 I I-1 I f=1 11=1 11=1 11=1 I I-1 11=( I I-i 11=1 I I- 1-1 I I -I 11=1 11=1 11=1 11=1 I I: -I 11=1 I I -III -I 11-1 11=1 11=1 11= Double check Valve Assembly I I=111=ILI 1L1=1 11=i 11=1 I hI i=i 1=i i 1=1 i=i (=1 1=1 Irrigation Mainline (Install as per City Ordinance #23414.) - - - - - - (SIZE VARIE5) 8" 'iPea Gravel (for Drainage) Enclosure -As Per City of College Station's Requirements Electric Irrigation Valve 03 (32 Vacuum Breaker Drip Valve Only Use Toro 220 (Electric Pressure Regulated) Assembly None FLOWERBED HEAD All Other Valves Use Rainbrid PEB Series NoneII 12 Pop -Up Ref -None Scale:None NOTE: INSTALL SPRINKLER MPR PLUS NOZZLES F LOhI RB D HEAD (SIZE PER PLAN) AT FINISHED GRADE NHERE REQUIRED TORO 57OZ-12P S APPROVED BACKFILL ____ _..._ •,___. __ TURF TAD (0" Pop -Up MPR PLUS NOZZLES (SIZE PER PLAN) NOTE: INSTALL SPRINKLER AT FINISHED GRADE APPROVED BACKFILL TORO 570Z-61P SPRINKLER LATERALI' TEE LATERAL' PIPE Toro 1570 Series Spray SprinklerNone s Irrigation Specifications Controller #1 - 5ERVlclr ALLr--r (PET sMART) Valve (Volume) Mo. (SPRAY) #I 50.0 GPM (33.85 GPM) (SPRAY) #2 33.85 GPM Avg. (DRIP) #3 11.05 GPM (24.g7 GPM) Water output not to exceed 50 GPM. and FRONT PARKING LOT Valve (Volume) Max. GPM (6g.18 GPM) (SPRAY) #4 61.18 GPM Avg. (SPRAY) #5 65.3 GPM (5g.06 GPM) (SPRA r output not to exceed 70 GPM. NOTController #1 operates valves from 2 water sources. Install a Master Valve for each water source. Controller #2 - (LINENS-N-THINGS) Valve (Volume) 1`10, (SPRAY) #1 24.42 GPM (24.42 GPM) (DRIP) #2 3.4 GPM Avg, (SPRAY) #3 Ig.2g GPM (15.70 GPM) Water output not to exceed 50 GPM. irrigation . Symbol Key IIF- Tap (SIZE VARIES) ® Irrigation Controller (07ARI) ® Vacuum Breaker Assembly (02/IRI) 19 Electric Valve (03/IRI) • Toro 570 Series Irrigation Head -Y-l-Y-Toro Drip Emitter Tubing 12" O.C. Emitters 2" PVC Irrigation Mainline F -Ai 000� z z +k k S 1x vie.'W,} ✓ i -R' 1! r �n?n' rt a 9 • • Rik-r r� a `'� �, F g Yq SY "�"'�.� • 1( it • � � f.] +1' � t `u -9EA 21 R} NOTE: PVC Irrigation Pipe (Size Varies) 1 a E rat S Toro Drip Emitter Tubing to be fed by --"--'4" SCH 40 PVC Sleeve Under Concrete�� (unless otherwise noted) l a lateral line ever 34 Phase done BACKFILL \ \ \ \ i 5, ti, <, \ a Y NOTE: Portions of the pipe layout are 2.5" Mainline' schematic. Lines ore to be located \\ inside planted areas. _,.,�VBA(Referto02JIR2) I 2' Sch 40 PVC Sleeve for Irrigation Wires 2" Tap = \ DOUBLE DOUBLE DOUBLE i!�✓vl Toro 570 Series sLUBLf ��\_; 1/y SLEEVE �O �O "` /O Y SLEEVE SLEEVE \- (�i, SHRUB RISER SPRINKLER ---� None None Stub Out Mainline for Phase 3 .C) - 0 01, 0(2.5",Mainline) Oa Ooor>����O�c�r�� ail ('�,;ontrolt�;;r30 -------- -- Conduit for 115v conductors per lc and national code 314" Electrical Goi Secure to wall L appropriate fasts TERAL TEE TERAL PIPE (35 Toro 570 Series Spray Sprinkler None None Toro CUSTOM COMMAND with metal case. l Secure to post or wall with appropriate fasteners. Controller for each system. Install as either t Mount or Wall Mount. Verify location before :al lotion. ;r for the Irrigation Controllers are to be furnished the Owner. Verify the location of each controller before ,ollation. ` 3/4" Electrical Conduit i Secure to post with appropriate fasteners. ��' tote:, .efer to OIAR I )r location of each controller. FRONT RIGHT -SIDE SECTION/ELEVATION SECTION/ELEVATION 071 Exterior i"fetal Cabinet Controller Toro CUSTOM COMMAND (AND None None Irrigation Specifications Mciterials I. All main lines are to be schedule 40. 2. All lateral lines are to be class 200. 3. All fittings are to be 'schedule 40. 4. All wiring is to be 14 'gauge. 5. All sleeves to be Schedule 40. 6. All electric valves: (Refer to 03ARI) 7. Controllers are to be Toro Custom Command (metal cabinet). 5. All valve boxes (concrete and plastic) shall remain flush with finish grade for a period of one year or will be raised/straightened at no cost to the owner. cl. All irrigation components shall carry an unconditional one year guarantee (materials and labor). 10. Installation of all irrigation components shall be approved by Landscape Architect, Owner or Owners' Agent before pipes are covered. 11. All irrigation ditches shall be backfilled and tamped. Stub Out Mainline for Phase 3 (2.5" Mainline) b \S gLS 01 Irrigation Plan 0 Ref: None Scale: 0-30' North Nate: Verify all dimensions before construction. 17 r --, : Valve #4 -- -Valve #5 j 2.5" Mainline I Iww^ \` II Portions of the pipe__-__1I _--layout are schematic. Lines are to be located inside plan areas � 1 / r ,-- 2.5" Mainline �'he C---L- Stub Out Mainline �, / for Piiase 3 �-�-----Stub Out Lateral Line � for Phase,3-(SIZE-UP-FOR ADDITIONA - f 0 HEADS i ituse4 r U _J / _ J 13 3 3 j II i } , \ lA\ \,� \\ 1.5" Mainline Valve #1 Valve #2 (Drip) - --- VBA(Refer to02JIR2) Valve # 1"Tap c DO BLE - - SLEEVE ------ - -- --- 00 ", "a 1- SINGLE SLEEVE (TYP.) 'i"iI I I Fi I -- - ►f the pixie layout are Lines Ia►"'e to be located -- FIEVIEW D FOR CO PL kNCE JUL I Z006 COL14L J A i lUN i ram• uA!•, 11 O ' o 0 ROBERT B. RUTH-------------- 46 0 0 Q• 1434 9 9O.�.RFGiSTE��� f 6/28/05 Date: 03/14/05 Revisions: 05-15-05 - JMR 6-28-05 - RBR �J Sheet Number Sheet 2 of 2 ZAM FOH M"�� 0M M: = 91 HF C -"10�oy ov�� LL I A I v Arm A"Um"mum"ITION TO W lm� 0 w In e r z Delmar a,ronh I LTD. Index Of DravWngs 4645 N. ' Central Expressway, Suite 20 C1 COVER SHEET -Dallas, Texas 75205 C2 PLAT SITE PLAN North � (214) C4 PAVING PLAN Contact: Doug PatSITE' C5 GRADING PLAN C6 DRAINAGE AREA MAP 5 C7 WATER/SANITARY SEWER PLAN & PROFILE CS EROSION CONTROL PLAN E n g Ind e r C9 DETAILS 1 ao DETAILS 2 Brockette Davis Drakez .H a 0 o CITY OF COLLEGE STATION sm. DETAILS 4144 Expressway,iQ A SHM W11 W2, S1, S2S3S4 W3, W4, , , VICINITY MAP a A 0-Dallas, Texas 7 N7S LANDSCAPE PLAN IR1 IRRIGATION PLAN (214) 824-3647 ti 5 (214)824-7064 (Fax) �_��•��o���,,, c��RL.�,�Nc COMPLIANCE a o It1 JUL 1 2 20 6 JUL 1 2 2006N a■tj F , �Con aC -JimRiley,P.E.....*�COLLEGE STATION 0 a)ENGINEERING QErELD r fi' .f VS o j•...... SAS C. BARN .•� COI..I.CE "� A7l4 .. F•:+ C p �j"9i Cal►854............... ••ua•y V ®. � �7711ii G GHQ � C 1 ,/•T-�-__-_-_-•--r_•�_�___�_'•"�__�_•'r_--_�_�_-r_r___...-r.-.._�_�...._r_►___. DETENTION rw.+-��3,.�•->:,.,5 _�...0 �.G� :•.T.._ +.?-. �...G_ �-.nZ-:I: n..- .rL.: �L-1.� .L•...�.- „� 1 1 LOT 8. BLOCK 1 [Try ' � / ,I / 1 1 t 1 1 1 1 1 1 ! 1 1 I t 1 1 1 1 ( 1 t � 1 t I 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 '• �______-`__ TION POND •/ �� �� / • 1 1 1 1 t 1 1 1 t l 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1` 1 t 1 1' 1 1 , VOL. #998. PG. 262 11 -T1 //_-a_a__-__.__x.._.,a__•a__-_./_��__L►_..1-___-a-__a._...._�__a.-.._a-..-._...r_►w►-T 4..T..�T_Tw't_�i. T.�j=.tAS L��..T+_ref.'T-i'�«-a,�T. / 00 YTt t( / ,, /� D PUBLIC UTILITY EASEIIp - / fJ LOOLrPJI.I;�I £�74 --t 1•--------r 1---------1-------1 r-f t-^- ---I �� �t �V i---.I 1 _ww---- /�t-------1 1--------1 r--f_1 ------J 1_PE�YOL �66i, PG� 313 •, -J / /' • / - - - - - 1 Q�' Y PH I 2 SANITARY SEWER MANHOLE M7 E���� / i / trala.:Y..,x: ( ' T TA'# �1��N� R!+ 1 1 " 111FFF • 1 1 1 1 15' PUBLIC UTILITY EASEMENT + TOP 10" PVC=272.20 .. 20' PUBLIC UTILITY EASEMENT 1 1 �r� ; ; PER VOL. 5809. PGs. 70-71� t / G I/� 50N FL-261.90 PER 5809/70-71 12.27 ACRES ; ; , � ; 139.52 An p�± rC TELEPHONE VAULT --------------------------------------- I/2 IRON 1 � ! L_� �iM! F`1+Tt WIDE SLOPE EASEMENT L.J , T"RHONE-v t �J�� f- , ------------- ------- ' ROD FWN) 15' BUILDING SETBACK -_� ___ -- -- _i4� ---- VOL 4974=PG- ?6D ----------------------------- VAULT __ t _ z i ' ----- --- -- --- -_ -� ->- --------------------- -------------------------------------- / WIT}! GIP _� .... -__.1� t__� -- _.. � _ �-"-VARIABLE WIDTH PUBLC 1 1 0 i� G�� if _._ - ___- �i'FOUNDD WITH CJ1P 1 - _ 1 n - -^-"' 3, {• >- _. f- 7�?r .-.---�-;�-''- 1 5/Pl LRON R00 FOUND UTILITY EASEMENT WON 114.2 ham" 28�-� !� 9R5: 5 44'4B'39"U}r8.72' VOL. 4998, PG. 262 S 41'53 45 • z •?;.i t� _ _ _ - +� w s\---- - ♦ STORM -SEWER MANHOLE . ow ,�• �WI11� GIP`' /2' IRON .• > - _.. __ _ _ . .." .._..• ._,, . �_ - -28 _ -- -_►- _ ; 70P-271.89 / , 1 : y� - ROD SET ly SANITARY SEWER MANHOLE 20' WIDE RLJBLIC FL 36"�262.84 TOP-28..2/ VQ 48 PG �4p )\l' p 1 r L 1 • SANITARY SEWI`R MANHO t n� 1 / r �� ~!�►._! ; �` O� 8'-272.31 �� ry EENCHI►�ARK: TOP $GALE: 1 =6D' *� ; / (Sr/ 6' ST 8' SANITARY SkIYER LINE FI. 8'-263.09 ---� \ , �- y 1 ; + 9 QF FIRE HYQRM C L s \ 1 STORM SEWER GRATE 1 STORM SEWER uAHNDLE *1 1 ELEV: 286.48�� I ' TOP-281.02 ' r27 i ' TOP-271.79 _�;. ^; ; N 49-15 12 6-143.52 ---�f FL 12 OUT-2 78.32 ti FI. 36' OUT-26fti\04 / j , + Cp n. �tv ' ` ' 36" STORM / I SEER UNE FL 8" PVC=278.47 lieLOT 1 ♦ BLOCK 1 STORY SEWER MANHOLE ` t ' f i W N 11.323 AGES / I t TOP=280.9s � N n / i i Ijdh is FL 12" IN 277.23 ( /� L'l THE GATEWAYS PHASE 1 LANE* �:/ �., `� ?, yy.. :�• q � � REPLAT 1 1 Qz � ,. J� •,ir; ��i r SI��^u� Vl 1 V ' (1J �'•:. 1i t � 0+ VOL./}��/�����f.1� ry / III` G , 1 A O, i � f�lli ii /! / •1► �'I '' ,t� j �' V OL4+'Ws • � . 262 I/2' IRON LOT 12 f�.,i .. M1;, .. WO T f �r'� eu t t i ss? 1 1 Of+f < <z•[�? �'� 6LOCK 1 (\ L{/�jT 1 R ; kr Y�/J ��5 PHASE 1 ; ,f BLOCK 1 0. 1.661 ACRES � I Z' WON 5ZT , , >, $ / 12.7�' 1 ACRES VARIABLE WIDTH PRIVATE 26 Imo. ♦ l 00 YEAR ACCESS EASEMENT 'C 1 1 ca \ o.W ACRE i 1 ^hv--' -�� �`� `" ` 2' t f'LOOI7PLAl�1 35,865 sq.H 1 e - --� = `) �� STORM SEINER GRATE ` `�` �t ' STORM SEWER MANHOLE VOL 5779, PG. 186�� �'I TOP-277 74 1 1 .aid:;;,%=•v,�t . 1 1 i i�.✓hi'��`f'� ['� 'FIRE LANE" ` - SIGN _I eOISET DS• 49V' 15-157 �� �• 1. LOT 1, BLOCK 1 � �� [ '�� FIRE LANE" . SIGN 6.207 DICKS K 30' w ' T l��IUWAY, PHASE 3 284.99 a'< f / 4. No,# QI V r 1 rr- 1 ? -STORM SEWER MANHOL.E,'y, CONCR % TOP-290.79 04MPSTE{t P -; FL 24' IN-286.69 � fl, �,Q OUT-285.96 CANCRtTG ass: 'f S, - " �,q FL 12"-288.d7 + L [�'� f.�j fir;. `'+ -�♦ „+�r [tic{ t t�` V �+(/�. +•� .P •"TIQ"p•�I C- - �������� �i 3 1 1 110z PC" SEWER MANUOIX It FL I ° 4 ot� / 4 ; j N' UNITARY ;5E�WDERB U v CO q9 ,i i LOT 8, BLOCK 1 / 2.086 ACRES REPLAT OF ' GATEWAY SUBDIVISION, PHASE �OVOL. 6372. PG. 139I ell � � �1.�4FNj• J� 1 i L ' 1 1 L 1 / I i 1 i • 1 1 - 1 1 4 • 1 1 1 1 I '4 TOP-277.66 i �. M ~ fL 36" POLY=267.96 -' a2 g3-----za2-----.� - ---' •r�6-i ' `'6_____- Z=- --------��8r---�--/-�--.. Ipw �>y9 LOT 7, BLOCK 1 1.46 ACRES �v THE GATEWAY, PHASE 1 VOL 3W, PG. 313 6ENCHMMK: , SQUARE CUT IN 8.C. ELEV: 286.48 ►� _, 'x' IN / 'X' StT W CONCRtTt CD0UTC �- F4411111) LOT 6. BLOCK 1 / STORM SEWER MANHOLE THE GATEWAY. PKASE 1 TOP-283.07 VOL. 3663► PG. 313 COULD NOT OPEN • 1/z. IRON�� / LOT 5A. BLOCK 11.106 ACRES l�z THE GATEWAY P. WE 1 WD 5tr REPLAT VOL 4998. PG. 262 1/2" IRON 11 ` ROD aff I /2" WON 1 >zoo str ;I t� ` 1 "X• 5ET IN CONCRETE I 1 0REu0%PNAL FL 36' IN-267.64 8FEw269 FL 36' OUT-267.09 SL I � �T 1 1 -------------- ---------- 2-7 ------------------------------------- 10' PUBLIC bnuN ` EASEMENT VOL 4998, PG. 262 VWATER ` ALVES %46� 1` �� 36' WIDE ; CRErE DRIVE LOT 11, BLOCK 1 11.323 ACRES .-- LPAD PLUG & TACK MT IN CONCRf.Tt DRIVE ' 1 TE ACCE`'S do _-„% - 15' PR�11L1TY E>tSElAENT _ _ _ j P VOL.0 4_99_8 PG_282 PRE PUB PG 313 "X" SET IN CONCRtTt ' IWIDTH 1 PRIVATEIVATE ACCESS be 1 PUBLIC UTILITYEASEMENT 4 MI VOL 4998, PG. 262 �y� �ti/,►'� � *b �*k �. LOT 2R. BLOCK 1 3.39 ACRES►40 "C seT w40 CANGRtTt 30' PRIVATE ACCESS i� Is dt PUBLIC UTILITY )' ���'• �s,.s��i'�n �}� VOL 3663, PG. 313 SANITARY SEWER MANHOLE TOP-279.51 FL 6' PVC IN-270.D1 FL 8' PVC OUT-268.31 -`- S f' , 'r-5F_T IN / CONCRETE PUBLIC a 1 'tf 1D' EASEM UTILITY ENT VOL, 3759, PG. 277 4. 1 kc) LOT 4R, BLOCK 1 d' 1.84 ACRES 1 1 / , / I 1 15' UYl t PUBLIC 1 11 Vol PG Bk 6b93 C11 D00ag21E39 OR 1 NOTES: 1. BASIS OF BEARINGS IS THE REESTABLISHED SOUTHWEST LINE OF LOT to - 16.997 ACRES - BLOCK 1 AS SHOWN ON THE REPLAT AND SUBDIVISION PLAT ESTABLISHING LOTS 1A, 5A, 9, 10 AND 11 BLOCK 1 OF THE GATEWAY, PHASE 1 RECORDED IN VOL. 4998, PG. 262 WITH A RECORD SEARING 'OF N 48703'22"W. 2. A PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE 100 YEAR FLOODPLAIN 'ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR 81020S COUNTY AND INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0142C, MAP NO. 48041 CO142C. REVISED PER LOMR'S ISSUED ON SEPTEMBER 19, 2000 AND OCTOBER 30, 2003. 3. THIS SURVEY -WAS CONDUCTED WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE. LIMITED DEED RESEARCH WAS CONDUCTED TO DETERMINE APPWCA8LE EASEMENTS. 4. BUILDING SETBACKS SHALL BE THE MINIMUM ALLOWABLE BY CITY ORDINANCE. THIS TRACT IS SUBJECT TO THE UNIVERSITY OVERLAY DISTRICT REQUIREMENT, i.e. 40' FRONT SETBACK AND 20' PARKING SETBACK. L/ME" TA&E. UNE BEIRING D/SLANCE L 1 S33'53'03'E 27.87' L2 S631091561w 32 72' L3 S3.3'5.3 OJ E 237, 95' L4 S55104'501W 27.60' L5 N3513B'571'/ 82.57' L6 N37161021W 68.16' L7 N3820531W 74.50' L8 N70'19 591W 32.66' L9 N4155'53 E 7.51 L 10 N48.55561W 53.57' L11 N4155?6T 60.77' CWW ram: CURVE LENGTH RADIUS D47A CHORD BEARING C1 161.38' 373.00' 24*47*20" N 32'40'S8'1V 160.12' C2 112.48' 225 00' 28'38'38" N 34 :36:37"W 111.32' C3 152.71 ' 275.00' 31'49 03" N 33'01 '24 "W- 150.76' REPLAT I OF LOT i A (12,741 ACRE ) LOT 12 '(1,661 ACRES) BLOCK 1 GATEWAY SUBDIVISION PHASE i VOL. 6372, PG, 13 1 4. 40 ACRES RICHARD CARTER SURVEY, A--8 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=60' MAY, 2005 SHEET 1 OF 2 PREPARED BY. --- -KLING EIiGIIIEERING t SURVEYING-___- 4101 TDCAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212 } • ' `� I / / --r------------ .4.4-r.,--.------------------ ------q...�..^^►^e•__^_ ^r __'►_ - _ _ "1- "• _ _r_ -- ��L C:�: �-3,r. .G:-:_ ' / / •� / / ,'' (' 1 , 1 / 1 ! t t l t t 1 , 1 1 1 1 1 1 1 1 � 1 1 1 1 1 1 1 1 l , 1 , 1 1 1 , I 1 , 1 1 1 I '� , • \1 / • 1 t 1 1 l 1 1 , 1 1 1, 1 1 1 1 1 1 1 1 1 1 4 IL,�,,>� 1 / r.,_^� .-_-+_a_^r-►^...,_-f.--^�- ►..^^r►w,...-,1� ,.w..,.T'_T'i-�C'�_ _-- 00 YO.R \ , , _ / . 20' PUBUC UTILITY EASEMENT 1' ' TBFFE-2269 SF ^ ffi_�(�� PER VOL 360, PG. 313�IOT 1-�LI 1 J'1 11-------/+� \ t t i i THO GAT �tY a„ 1 , 15' PUBUC I% EASEMENT/20' PUBUC UTILITY EASEMENT , 1 eft, cc1 t RER VOL. 50 9. PQ*. 7A-71PER 5&)9/70-71 1 7 ACRES 1 /2 IRON ; ; i _ j pp//±± 7 / 20' WIOE SLOPE EASEMENT 1 _ 1 , ' / \ - , R O, � 1 VOL. 4074. PG. 289 ♦ � r 02� ♦ ROD FOUND 1 1 15' BUIU)INGETBN CAP WIM SACK do L11 1 /r IRON 114.2 w. w. .... +w vlllr IRON ' ROD FOUND S 41'S� 17ROD `SP-T 7 ,wCAP f % -I/2'IRON-------------------------------------------- --------------------------------------------------------------------- . ------------------- 05 S;Tz�? 5 i 20 WIDE PUBUC` 4' r '?ri, ' ROD 5tT � - ,7 hr IRON v Y W } m 4?I �FOUND WITH CAP `/ ; ..•��'C ; ` ``` Ir �, tea:. i 20' WIDE PUBUC 20 WIDE PUBLIC UTILITY EASEMENT ; / 1 ; ; . ; ♦,� 1 UTILITY EASEMENT L38of ; 1 1 1 / f 1 I ' ' ♦ i 20' WIDE PUBLIC 1 ♦♦ I ; UTILITY EASEMENT , 1 '• ', ; I /r ,BON P.O.B. 15' WIDE N ROD sir PUBLIC UTILITY q p Ai'4►p ;� EASEMENT LOT i ''"" 1 g � 1 1 N 19'0417"E ..; 21.§7' , ,.,� 11.78 ACRES � z • i i 1 /2" IRON Ok � �r„ } +� ROD 5tj 1 ( , 4 't< VARIABLE WIDTH PRIVATE 1 AC= EASEMENT 'C' "Q B12 ACRE , `►' �'{.,' tZ ti 35.B65 aq.ft. VOL 6779, PG. 186 i i ; ' �•`�`��, 15 WIDE PUBLIC / U I /2- IRON ` a a 0EASEMENT .34 ACRE 1 1 , Li3 ROD UT � h , l . �dl, "� .. eaQ . "M M Myc .. lee.: �"+ � ..+.m, mr t ^a:. .� -r'" +rr 7c^ ^* a c-r nT t!c" w' �fe •� ., , � �*. r^. fit^ '*' ..,:, e 1 .r - .4 �L r) u 0",• 1 2Y Y.. V✓.fr. ��.r' �. l'�y�,�1�1 ?$•F;;="'l`.. sf _ ]'` f - ."ti.7., r��.: 1 k ? r � t i t t t S R i Ttu a f I � U o t t , µ¢TT(74 q 'R C 7u 1 xt}i3e ^sT 00 L15 % L21 L17 f, t BLOCK 1 LOT 1 AR-2 � AGRES 2.62 ACRES :SAY, WAS►E 3 , hU N 4t9'1Sl16 CANCR2TE . •. 1 • o � 4Py„�c.�r��' 1ACINffY W NOT TO SCALE CITY OF BRYAN SUBJECT TRACT LOT 9, BLOCK 1 DETENTION POND VOL 4998, PG. 262 I /2- IRON ROD 5er -_T------------------------ --------------------------------------- ------------------------ --------------------------------------- - --------------------------------------- VARIABLE WIDTH PUBUC + 5/ir IRON ROD FOUND BR5: 5 44.4W39"f,•0,72' VOL 4I998. PG 262 • 1 , , , S LOT 11, BLOCK 1 1 W N 11.323 ACFMS " THE GATEWAY, PHASE 1 REPLAT VOL. 499% Pa 262 LC 1 , 1 I � 1 ` 100 YEAR !✓LOODPLAlN :6 BFE-269 i e tq � i---------------------['__--------- --------------------------- 1 I r 10' PUBUC UTUJTY EASEMENT VOL 4998. PG. 262 , 1 � 1 , 1 LOT 11. BLOCK 1 ' 11.323 ACRES / 1 / , 1 , i I ' I 1 TACK SeT IN CONCuTe Owe LW PLUG & TACK 5ET W "X' StT IN coNCRtTE bRrn `,4`�' `� y� i S 49'16'41 `WN 1Sfar 49' f \ ` \ ?O .o " `f - {�•1 +', �. ACCESS do ; !qf goAq/L p 1• •i7' 4 �� �`. 1USBLIC 4UT>L7(Y98 �� ,k6 ry� �3, �9 ;• LOT 8, BLOCK 1 _ 2.086 ACRES �; ! --' - - P °Buc�►mUVpG 313 - ---_ -- REPLAT OF ,•', r r" - - vo1- 3 ----- GATEWAY SUBDIVISION, PHASE 1 T - _ - -- - _ VOL. 6372, PG. 130 "x' StT IN VARIABLE WIDTH 1 PRIVATE ACCESS do PUBLIC UTILITY $'•��1 �' i �' LOT 7, BLOCK 1 1 - VOL 4M PG. 262 EASEMENT T THE GATEWAY. PHASE 1 `''i +t- to, ++►►��I'� a VOL 3"3, PG. 313 �Nk.% t • M LOT 2R, BLOCK 1 � ` P t7n 3.39 ACRES" w"T� / LA•CONCRtTt 30 PRIVATE ACCESS 'X' / ")C 5ET IN h uBucEASEMUTUTY NT COI/ CA tit C"' VOL 360. PG. 313 X LOT 6. SLACK i. ` THE GATEWAY. PHASE 1 ` VOL 3663, PG. 313 1/r IRoN t _ -------------------------- ROD , 1 \ ; ")C 5tT INCONCRtTe ; 1 / LOT '5A, BLOCK 1 N ; , EASEMENT .,� 10' PUBLIC UTUdIY 1.106 ACRES ROD 5ET 5 VOL 375a. PG. 277 THE GATEWAY. PHASE 1 }o , ` 1 REPLAY ' �1 n 45 9 ,t - ` VOL. 4998, PG. 262 LINE TA0.E' `� I LMlE 8EARING O/STAA�.E •NOTE: � � ,�,�'; � 1.84� ACRES SI 1 WON , a ROD 5tr L 1 S33'S3'03"£ 27.87' 1 1. BASIS OF BEARINGS 'IS THE REESTABLISHED SOUTHWEST LINE OF 1-2 S68109156'W 32 72' LOT 1 A - 16.997 ACRES - - BLOCK 1 AS SHOWN ON THE REPLAY L.3 S33'53'03"£ 23795' AND SUBDIVISION PLAT ESTABLISHING LOTS 1A, 5A. 9. 10 AND 11 L4 S55104'501W 27.60' BLOCK i OF THE GATEWAY, PHASE i RECORDED IN VOL. 4998, PG. L5 N3538'57OW 82.57' 202 WITH A RECORD BEARING OF N 4S'03'22''W. L6 N37'16102V 68.16� 2. A PORTION OF THE SUBJECT TRACT DO LIE WITHIN THE 100 _ _. _ P MC urtLrrY ; L7 N38'20 53'W 74.50 YEAR FLO.ODPLAIN ACCORDING TO THE FLOOD INSURANCE RATE MAP l,r - ; VOL 3758, PSG LB N70'19'59'W 32.66' FOR BRfMZOS CpUNT1( AND INCQRPQRAiEp gRF.AS, COMMUNITY NO. _ '�UT 277 19 N4155'53E 7.51 ' 440084, PANEL NO. 0142C, IrfAP NO. 48041 CO142C. REVISED PER 110 N48'55'560W 53.57' LQMR'S ISSUED ON SEPTEMBER 19, 2000 AND OCTOBER 30, 2003. � ~ 14 L 11 N4155 261E 60.77'- 3. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A ----�� _ COMMITMENT FOR TITLE INSURANCE. LIMITED DEED RESEARCH WAS CURVE T.q,QLt COND=TED TO DETERMINE APPLICAWLE EASEMENTS. "co 5N T IN Te CURVE LENGTH RADIUS DELTA CtYW BEARING 4. BUILDING SETBACKS SHALL BE THE MINIMUM ALLOWABLE BY CITY �+ ORDINANCE. THIS TRACT IS SUI.JECT TO THE UNIVERSITY OVERLAY lijilti C1 161.38' 373.00' 24*4720' N 32'4058 W-160.12' DISTRICT REQUIREMENT, i.e. 40' FRONT SETBACK AND 20' PARKING C2 112.48' 225.00' 283838' N J4'36J7WN111.32' $�TSACK. C3 152.71 ' 275.00' 31'49'03" N 33'01:24 ^W-1.I tPLAI, OWNER'S ACKNOWLEDGMENTS AND DEDICATIONS STATE OF TEXAS COUNTY OF BRAZOS DF_"A11. 6ARAMJ W"&:X: 4I We, Owners and Developers of 14.40 Acres and designated herein as THE REPLAT OF LOT 1AR (12.741 ACRES) & LOT 12 (1.661 ACRES), BLOCK 1 GATEWAY SUBDIVISION PHASE 1, VOL. 6372, PG. 139. in the City of College Station, Texas, Brazos County, Texas, and whose name is subscribed hereto hereby dedicate to the use of the public forever all public streets, public alleys, public parks, public wcter courses, public drains, public easements and public places thereon shown for the purpose and consideration therein expressed. b y: a= Lm A R 12A R-avHjf ;A A G P *V Frank Miholopoulos - .Bartels / V.S F":5 #64;4 /r STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Frank Miholopoulos, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purposes and considerations therein stated. Given under my hand and seal this A_ day of , 2005. Notary Public in and for the State of VP�, NELEN VAStlAS CA1tNEGlS spry Public, Sta1R Of TRxas •MY Comrnkoi n ExP"3 Printed Name:__ t_1_e..✓. i. V,a .5 j, -S C- April 17 2006 My Commission Expires: f o�G108 1 ' APP OVAL OF THE P NI Q ZONING COMMISSION I �Chairman Planning and Zoning r rn' C ma of the Plan g Zo ng Con fssion of the City of College Sption, Texas, hereby certify that the o tached plat was duly approved by the Commission on the `�_ day of Msg&& Chairman of the Planning & oning Commission City of College Station, Texas APPROVAL OF THE CITY ENGINEER I, 1&, City Engineer of the City of College Station, Texas, ht;reby certify tha this subdivision plat conforms to the requirements of the subdivision regulations of the City of lege Station, Texas. City Engineer, City of College Lotion. Texas VIA _ CERTIFICATE OF SURVEYOR I. S. M. ;ding, Registered Professional Land Surveyor No. 2003, in the State of Texas, hereby certify that this plat is true and correct and accurately represents the lines and dimensions of the property, was prepared from an actual survey of the property made under my supervision on the ground, and that it indicates all easements as they are visible on the ground, and the there are no encrocr-hrr)ents, conflicts or protrusions, except as shown hereon. _ OF T Kling, R.P.L.S. No. . ' • • S.M.. KLtNG .,.. � pF air. CERTIFICATE OF THE COUNTY CLERK SUR`tF' STATE OF TEXAS COUNTY OF BRAZOS I, KarenMcQueen, County Clerk, in and for said county, do hereby certify that this plot outhentication was filed for record in my office the . 97 day of .-._ /'1 p 2005, in the Official Records of Brazos County, Texas, in Volume 1,hQ2:5 , Page .L�7G1Z 4 Jg.�� L ----�L/ /'� Karen McQueen, County Clerk, Brazos County, Texas/{✓ZI .?0' PM1C U77L/7Y LINE BE'QaW 0 STANCE* iJ4 540'4422 E 22.89' L35 S49' 15'38 "W 20. DO' 06 N40W 221Y 22.89' 1-37 S40'44 22 "£ 44.84' 138 S49'15'38'1V 20.00' 1-39 N40'44 22'W 44.84' 15' PU" LANE BEARING DASTANCE L 12 N68'.10'49'E J75 94' L 13 N49'16'06'£ 541.27' 114 S40'44'43 E 15.00' 415 S49'1606'W 74.33, 416 S40'44 00 C 16.05' L 17 S49'14'15''W 15.00' L 18 A(40 44 00'W 16.06' L 19 S49' 15'06 W 255.00' L20 S40'44 Oa E' 16.05' L21 S49'14'I5'W 15.00' L22 N4044 00'W 16.05' L23 S49'16 06'W 184.45' L24 S58'10 491W 63.71' L25 S21'49 201E 14.53' L26 S68'11 '43"W 15 00' L27 N21,49 20ly 14.53' L28 S68' 10'49 "W 240.80' L29 S21'49'20'E 14.54' L30 S68'11'43"W 15.00' L31 N21'49:20-W 14.54' L32 S68'10'49"W 36.42' L33 N48'55'56 "W 8.08' 15' Pt'. 4*X U7X17Y CASEII, W Ct' Q RL,E' LENGTht ,QAUU.9 L&7A CiiaW BEARING C4 8.70' 245.00' 2'1 N 47*5455'W-8.70' PLAT ` '" OF ,^ # I A (12.741 ACRES) LOT 12. (1 w66 ■ ACRES)) BLOCK I GAI'W(AY SUBDIVISION rI PHASE I VOL.. 5372, PG. 13 14.40 ACRES RICHARD CARTER SURVEY, A'-8 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=60' MAY, 2005 SHEET 2 OF 2 PREPARED BY: KUNG EWANEERING do SURVEYING _ - 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN.TEXAS + PH.979/846-6212 .,J a 0 0 a, +0� v 0 q ce i0. \-0� qq � 0 0 0 0 P] P•,�w 0 M � ° o 7~: - O N a"' .0 a � v U °1 0 OF' #3 BAR 6" LUBRICATED SMOOTH #4 DOWEL BAR ON CTRS. DOWEL BAR TO BE DRILLED - INTO FULLY CURED PAVEMENT EXTEND REINFORCED 30 DIA. 1:7 BEYOND PAVEMENT ARATE POUR 21 EX. PIPE CHASES: \ LOT 1, BLOCK 1 1-10" PVC CONDUIT (: THE GATEWAY PHASE 2 1-4" PVC CONDUIT VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT EX. PIPE CHASES: ( E .'20'. PUBLIC �p EX. PIPE CHASES: 1-10" PVC CONDUIT ZONED: R4 EX. PIPE CHASES: VOL. 4974, PG. 289 4-4" PVC CONDUIT UTILI15' EASEMENT- -_i TIUTY E PUBLIC 4G ON 1-10" PVC CONDUIT 13 r ET 1-4" PVC CONDUIT 4-4" PVC CONDUIT — — — — — �- 5 REMOVABLE CURB DETAIL , 6 W L N 49015'120 E 7 7.18' ( ( 2 K N.T.S. 1 Z E E E NOTE: _____ �� i NEW- 1. REMOVABLE CURB TO BE CONSTRUCTED - wwMl — X wWMH T AT THE DIRECTION OF THE OWNER. 2a1. I I ' Rg' m I RIM=276.20 \ FL 8 2� 1 I L 8 263.09_ m L EX. 20' PUBLIC 6 S I COMP TOR UTILITY EASEMENT •V \ / P G 0 5 SPACES g �G CURB 1 ( ARLA 51�2 ......... TEMPORARY .. iI IPE A. (REMOVABLE) o TRASH -+ a FDC r I ( j EX PIPE CHASES:y I# \ �� COMPACTOR e I 1-33'01'24' 4-4" PVC CONDUIT ; i w' 1 EW/ S EEN — s ST 4+ ''.54 TA. 4+22.72 II IRIr152. i k 1-10" PVC CONDUIT ¢ �n F, A IN AREA'' m \ / r3V;'24-W a a h I (I j , W w N `.. LOT 1AR-2 EX. 20' UTILITY---{ 1In 6 EASEMENT I 1 0 "{ WATER AND SEWER FIXTURES • • P co n w 37.5 WATER FIXTURE UNITS - 15.1 GPM ' ' " x , II II I II .bb1 ACRES yl? u:.s.:... I I ' 19.0 SEWER FIXTURE UNITS - 19.5 GPM j ? Z 3to ul SEE DETAIL THIS �, W U, F / W 2 w w W :Q - z= ZONED: C1 1 CA WATER AND ~ 'fXXTURES i FF 285 00 Z �t o j �. SHEET I I o� / ,,a 37 5 WATER FIXTURE 'bNI�S 15., GPM FF= 285.00 Q F F= 2 8 3.0 0 o M L' F F= 2 81. 0 0 I \ 9 19.0 SEWER FIXTURE UNITS = 19.5 GPM , 000 S %, 020 SF- Of ,� < 3 22,861 S Ft. z w W w I �-pp� j \ \ F `' .ry RETAIL RETAIL 20,300 Sq. Ft. a 3 3 N q Q Q W 28,197 Sq. Ft. �112.48' I I \ \ \ \ f,3 ' RETAIL ,� RETAIL a RETAIL R 3��OD Imo' \ 157A;t+1�� / t/ BFR WI EX. VARIABLE DTH PRIVATE ACCESS l`i \ srA \ \ \ \ 7�„ "C" \ EASEMENT VOL. 5779, PG. 186 �.. ZONED . CI.OV II I I l ' f , - F VAN b 0+070.00 LOT 1, BLOCK 1 GATEWAY PHASE 3 LOT 9, BLOCK 1 EX. DETENTION POND VOL. 4998, PG. 262 ZONED: CI-OV Exist 12 Water — WMH --}---------------- �j� j RIM=272.20 LEX. VARIABLE WIDTH % FL 8"=261.90 PUBLIC UTILITY EASEMENT I I I 0 60 120 171 R I Scale Factor: 1"=60' I I I 31 , Existing ^' THE HOME DEPOT WI ' LOT 11, BLOCK 1 THE GATEWAY PHASE 1 ` I VOL. 4998, PG. 262 EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT ZONED: C1 1, I I •I I I •I � I 100YR. FLOODPLA OL. 6372, PG. ---------- --- ------------ - --- I L�6 pi-N32'4C541W5 d'W 11 N 41 3'j I 7. I {t •d7" N 48 if I t pVBL cqR/qe� \ \ 1AR AC / 1 9 t'py 63 2nCITy Pfo>H G 13g fM£N �l \ EXISTf G TAIL NO. Ret Tr ct A s00' A TEWq tor g 9 COL. e, Sock' ,- tv // I ,2 PC N pN3E 13g .OF\ ®®® NT� N. E BUS l 0 ®®• 3 B3 f F T // l AR/16'UltDISTY \l l \ N(,' 6 \ 'FL 8' T)=26$ C1.OV \ PA EX BUILD!N W� VE � 3 �OTy 4'-b' � 4'-b• 4'-6' * 4'-b' 4'-b' DUMPSTER ENCLOSURE PLAN 8'-0' SANE BOLT N t CLOSED SATE TE TYR ev STL. TUBE r'P. - TYP. STL. FRAME &ATE T5 8'x8'xl/4', &ALVV JAMB POST, CLOSE TOP W/ 5TL. PLATE, PAINT - EMBED INTO GONG. FOOTING - RE. 5TRUGT STL. BOLLARD - TYP. FOUR (4) HEAVY DUTY PIVOTS PER GATE LEAF I UTILITY E SENT w - / 3 wQ - J LLI EX. PAT� rx w �4j z I f EX — N 49.14'25" I _ FIRELANE 31.50' LOT 1 BLOCK 1 - \ A — VEME WWM \ — =296.0 S*4915'00' W - 158.49' - F•. / \P`.. i \ EX. 15' PRIVATE ACCESS & 500'W \ P EASE C l 1 51.21' y /9 c r::a .�"t S31 W 36 t O'PIVTEACSS& P B C I ASEMENT $. EX. PAVEMENT ONED : - V / Th,E 0� \\ � EX. VARIABLE ACC wlDTii Unu ILU-0 _A OcK 3663 pC HgSe i \ �y v1N= I� 3 E3 P PyA Old / G V \ `\ , N L 4R, B OC 1 3/ / PG. 27 EX. -"KIVAI ACCESS l EX• \ Lq 7 �+. �� \ P EASEM NT �gC y ; v VOL. 3663 PG. 313 F►1'q y Ock r 's ' 3\;� X wwMH 2 Ek 49 Plyq —`� �3 79. 1 � \ \ � fl•° v m N) z Z \ "1 \ 6'WA/4' 6ALV. 5TL. PLA \ CORM STIFfENER5 FLI15H \ \ INSIDE CHANNEL LEG F \ \ \ FAGS - EA. GO� - TYP. \ \ DIA60NAL 'K' BRACING -01 \ \ • 2'x2'x3/8- ANGLE BRACE \ WELDED TO CHANNEL FRAME L CORNER 61155ET5 — Z a �v JAMB POSTS BASE W/ MIN (2) 27.60 1/2'x4'5TUD ANCHORS HEAVY DUTY'5/8'% GALE BOLTS 5OT14 LEAFS - WE1.D TO 5TL. FRAME E PROVIDE HOLES IN NOS, GONG. W/ STL, SLEEVES AT POINTS OF INSERT - I. ALL STEEL TO BE HOT -DIP 6ALVV. 4 (3) GOAT 4 LOCATIONS (2 CL051ED 4 2 FULL OPEN PAINTED P051TION5) 5EE PLAN 2. SEE PLAN FOR BOLLARD LOCATIONS AROUND DUMPSTER DUMPSTER ENCLOSURE ELEVEATION N.T.S. ►�rj BUILDING L . •.ZONED: Cl-OV A� ■ ELEVATION CERTIFICATE C] REQUIRED ❑ +1' ❑ +2' ❑ +3' NOTE: ALL ROOF AND GROUND —MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR INSULATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC R.O.W. OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POINT 5' ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALED TO MAINTAIN A UNIFIED APPEARANCE. NEW EQUIPMENT TO BE SCREENED BY PARAPET WALLS. VICINITY MAP N TS LEGEND — EXISTING CURB — PROPOSED CURB BFR — BARRIER FREE RAMP FDC — FIRE DEPARTMENT CONNECTION -6 - EXISTING FIRE HYDRANT T - EXISTING WATER VALVE - EXISTING WATER — — - EXISTING SANITARY SEWER - EXISTING STORM SEWER - PHASE LINE - TRASH DUMPSTER [] - ELECTRICAL TRANSFORMER FLOOD NOTE: A PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE 100 YEAR FLOOD PLAIN ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0142C, MAP NO. 48041 CO142C REVISED PER LOMR'S ISSUE ON SEPTEMBER 19, 2000 AND OCTOBER 30, 2003. N OIEs 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, OR PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTRURBED DURING CONSTRUCTION. TOTAL BLDG. SQ. FT. 82,378 S.F. REQUIRED PARKING 330 SPACES PARKING PROVIDED 330 SPACES REVIEWED FOR COMPLIANCE JUL 1 2 2006 COLLEGE STATION DE%cLOKNT SERVICES SITE PMN ;EVIEl%,vt_-v r%o,, . Cor�.JPUANCE JUL 12 Z 91 cal.t.EGE STATION GA7F/AY CENTER PHASE 2a LOT 1AR (12741 ACRES) & LOT 12 (1.661 ACRES), BLOCK 1 GATEWAY SUBDIVISION VOL 6372, PO 139 SITUATED IN THE RICHARD CARTER SURVEY,A-B CITY OF COLLEGE STATION , BRAZOS COUNTY, TEXAS SHEET 3 OF 12 OWNER ENGINEER Delmar Baronhead I, LTD. Brockette- Davis • Drake, Inc. 4645 N. Central Expressway, Suite 200 4144 N. Central Expressway Dallas, Texas 75205 Suite 1100 (972) 233-3333 Dallas, Texas 75204 (214) 824-3647 Scale: 1"=60' Date: June 28, 2006 Job No. C06078 C ( LJ LOT 1, BLOCK 1 THE GATEWAY PHASE 2 fMI • E 20' PUBLIC 4 VOL. 5809, PG. 70-71 EX. 20 SLOPE EASEMENT (~ f-- TILITY EASEMENT X / VOL. 4974, PG. 289 E 5' PUBLIC ( ,� W UTILIT EASEMENT —.q ( . Exist 12 Woter Exist 8" W. W. .� r----- p�PE.,�',x=`%•''' X WWMH F ----------------------- i RIM=272.20 t % EX. VARIABLE WIDTH Ex " WA7 ,t• �,?� '� I FL 8"=261.90 PUBLIC UTILITY EASEMENT R - - i / TIE _ _ _ PROP. TEMP Ex. 8" W.W. - _ _ _ _ _ r._._.r'v' WWMH .. ---------EX�TTI�ft; - - - - - - - - - - - - - - _ _ ---- - - EX MH ���� REMOVE EX. TEMP CURB WWI 0 50 100 RIM=281.21 TEMP. CURB (TYP) TEMP. CyRB (TYP) RIM 276.20 - _-I FL 8"=272.31 FL 8"=263.09 I I r t' — / / EX. 20' PUBLIC" n 1 UTILITY EASEMENT i k F ss tJ a I I I� I Scale Factor: T 4r s iceVz z ra 'Y / IRRIGATION NSTRUCT b 1 =50 I CONDUIT t - CO � 4r REMOV' EX.EMf CURB AS �,� 4 I 1 REMOVABLE CURB x St-iOVN . ANDCONT " 2G8 oil t;i= I I 4 1 1 1 ( Ex. ,P ( tONGITI1pINAL BUTT 'JOINT MATCN'z r 1 PAVING GENERAL NOTES 1 18 P E PER DETAIL THIS F u` . 1 1 I J SHEET k ES�{�{NCB #t}0E -1 r -j �, i I I 1. All materials, construction, and traffic control devices shall 1 I If FOR Bt1TT JQ1NT WEREhNSA I conform to the City of College Station standards and specifications. / NEX Ca't�i'ETE��iI� �� BRICK dI NOTE: r CC}NSTRiCTICI�t PAVERS i I I 2. It will be the • responsibility of the Contractor to protect 1 1 } MATCH EXISTING ,a �I I all public utilities in the construction of this project. All Ex. 20' UTILITY F 3 JOINT SPACING.r V I w tt �`` I manholes, cleanouts, valve boxes, fire hydrants, etc. must / EASEMENT L 1 I 1 ' I be adjusted to proper line and grade by the Contractor 1 .- . 1 x J LOT 11, BLOCK 1 prior to and after THE GATEWAY PHASE 1 to the placing of permanent paving. Utilities BRICK I !4 I VOL. 4998 PG. 262 must be maintained to proper line and grade during con - PAVERS /� EX. 35' PRIVATE ACCESS & struction of this project. PUBLIC UTILITY EASEMENT ` " ( - - (�a I 3. The Contractor will be responsible for coordinating with all .v . �F— 283, 00 FF— 281.00 4 / r �: I the appropriate utility companies for the location of all 1 1 utilities within the construction area. 1I FF= 285.00 4. The Paving Contractor shall coordinate with the Utility FF 285.00 I Contractor to insure all sleeving has been installed prior to placement of permanent pavement. 1 r a E.,__.. BFR BFR 1 I t I I - 5. All paving and earthwork operations shall conform to the EX. VARIABLE WIDTH ( "�ro �} _ _ I recommendations in the Geotechnical Investigation Report. PRIVATE ACCESS g p EASEMENT C""— 1 .. 6. Public Right -Of -Way, Wa Easement and common are s b �- I , Ea ent as must e y 5 9 Y VOL. 5779 PG. 186 � .,..- -'. �., �. ` •, - . ';:: - P}r�!�p.:• • :-: : • } �- ::r . : - iiiiiii ii i IIIIII I I iil II IIIII �I--�--- •I' abi ized with perennial vegetation cover, fully established with coverage, 1 / / 1�'• -- -. r' � & � & � � � � � � � I � o or other approved stabilization method. 1 1 E 100YR. FL00 7 d NOTE: n. a �� �� �� �� T PE. 1 1/ / .� .. _._4. * PARKING SPACES IN FRONT:�OF EX �( �, - - - - - - - - _ - -� . Detention/Retention facilities, channels, drainage ways, an I LOT 1, BLOCK 1 - w.w,. - outfalls shall have established perennial vegetation with THE GATEWAY PHASE 3 1 / I _ .� ° PROPQSED $UILDINGS 1 ERE FIRELANE - - - - - - - _ - - - - - - - - - - - - - - VOL. 6372, PG. 139 _ / �` — r — - - 100% coverage. 1 , `' -` - �. CONSTRUdTED W/ PHASE1., 4 CONC. SIDEWALKS BETWEEN EX: S .. Z: 8. Traffic Control measures will be in place prior to commencing ` PARKING-- AND PRO FCISED ' IN HALL B "' l ` ° `1 EX.0 O E SEI ENT — construction of deceleration lone. BUILD GS. S - I _ / CONSTRUCTED WITH``PHASE" 2a - ( � YBtfILDING CONTRACTOR. - f 4 E — 1 3 X T LEGEND I 1 1 Al Existing Curb Proposed Curb Sawcut (Full Depth) 1;i • fP yr BFR - Barrier Free Ramp 1 s / f Q EX. x _ — — 1•FIRELANE — — — I .•_ �.r�. °-,. °� __ � I LOT 1 ,BLOCK 1 � Proposed 2' Curb Opening 1 QFw....K•l �Y i'+ Yi ';'G4f 1 T —.c- I Q • SIDEWALK I _ 4" 3000 psi concrete w/ #3 Bars ® 18" O.C.E.W. AVEM . PAVE c� r, ENTRY AREAS & TRUCK DOCKS PC VEME - sub40ade 00 con si oactedeto aaem'nimum of lime 95% / 13s z 1 # - of ASTM D698P near 0% to +4% of optimum WWMH _ - content reinforced / # Bars © 18 / / ® IM=296.09 — O.C.E.W. moisture w 3 EX. 15 PRIVATE ACCESS & /.� P EASE 7_ ' k WA COT 8 / pU 30' Y SU6 ek N l l e�r0- vok D� OcK z `C l l �nc,r TE q - / / 1 / y CC _ , lV1 l / l sFMe s 63� S/O Eq ES - - - r; 39 \\bT- 0 TOPOGRAPHIC INFORMATION � � E 0 PIVT ACSS& I / ' r \\ I P B C TIT ASEMENT PROVIDED BY OTHERS �EX. PAVEMENT—� 6' EX. VARIABLE WIDTH e ATE ACC rF�q pCk ' \ \ I C UTI u OCK / 3663. AG ygSE / \ ��� �` I J�1� �� sF /C / s3 PC H3 / 3/3 \� \�11A16. L 4R, BLOC 1 REVIEWED i=�? COMPLIA P_ / `�Z N PG. 27 THE ATFWAY PH �SE 1 j U 4 1 2 9. 60 3 l l / b \\ E . ACCESS JUL 2 d 4 ; Ek C ® P EASEM NT eVICD/NG, f C T Sq' \ VOL. 3663 PG. 313 COLLEGE STAIN ENGINEERING q rfW,q eCO�k X WWMH CV 1. NA.111 r. 1votV ai l BU/ NG q a °' ° l i l CD/ 1 �6 l FL 8" OUT=268"a1 REVISIONS &ISSUE DATES xdo0 #3 BAR 6 PAVING PLAN ,AI - 6" LUBRICATED SMOOTH SEPARATE POUR 3" GATEWAY CENTER — PHASE 2a #4 DOWEL BAR ON 36" `gyp 3/8"R CTRS. w 1:3 BATTER / T=THICKNESS �P"4�..�,., CITY OF COLLEGE STATION Aas �• DOWEL BAR TO BE DRILLED C4 ;�•• • °:,�x�¢ BR AZOS COUNTY .d A 1 1/2"R SPECIFIED w \ INTO FULLY CURED PAVEMENT o IN LEGEND *� A � � � _ . - _ . � • - . 12 ! ......�iH0E1lAS C. SARNE'�'�• i . o ..............� Q BROCKETTE DAVIS DRAKE inc. r� ° ° EXTEND REINFORCED 30 DIA. /'•°:""""" O �� BEYOND PAVEMENT _ �,p: 90854 w�� c=oconsulting engineers ,k P, .. co LIME STABILIZED SUBGRADE ���p•.�/ ��� p 4 o o OF 95% OF ASTM D698 (a81jAL ® COMPACTED TO A MINIMUM �fj�F'' ....Ns••' G�� Civil & Structural Engineering • Surveying ®���� 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 V) m #3 BARS ®18" CTRS. NEAR 0% TO +4% of �-�('w (214)824-3647, fax (214) 824-7064 N REMOVABLE CURB DETAIL OPTIMUM MOISTURE CONTENT. CQba0o , q o 0 N.T.S. DESIGN DRAWN DATE SCALE NOTES FILE N0. 0 N°� CONCRETE PAVEMENT SECTION ab 0 — o 1. REMOVABLE CURB TO BE CONSTRUCTED N.T.S. JAR BDD 06/02/06 1 "=50' BDD C06078 AT THE DIRECTION OF THE OWNER. 4 O H -- - - Wi LOT 1, BLOCK 1 THE GATEWAY PHASE 2 E .-2,0' PUBLIC VOL. 5809, PG. 70-71 VOL. EX. 24974,0' SLOPEPG. 289 EASEMENT EX. 15' PUBLIC -nLITY'E-ASEMENT UTILITY EASEMENT --- Exist UTILITY 1-2 Water ........................................ + Exist 8" W. W. + - - - - - - + 10, >31 >tl -r- - - - - - - - - - - - - - - - - - 2_74e-tr 27-1 1 =272.20 + - - - - - - - - - - _EX. VARIABLE WIDTH +11 + 282 05. 8"=261.90 PUBLIC UTILITY EASEMENT + X'_ LH -.0 0 0 EX 8' ED J 133 - _eROO-S _77 _CIJR87;�� - T T WWM H MH119 + �TEMP. E Z, R 276.20 \ EXISTING 9 R1 =�61.21 +P 5 R1 ------ - TEMP. CURB + El 309 0 FL 8 2 7 2 FL 8 +Fl> L 7- X 7. + E . 20' PUBLIC + + UTILITY/EASEME N TrN, + PROPOSED.8 D TEMP. CPAC J W7,SCRO I I ggqq!2 ` -tom-- 8�.!�83 _' +?83' _ fr +28�9 f l ;� t i ��'� i C,� & + 84. 4+22.72 f -jo= + 0 83.2, > 82.3 81.2, CL 35 83.5 84.8 83.0 83.6 EX. 20' UTILITY----� 0 84.6 EASEMENT '__ -, --, - t, 81.7 ?A f84.8 LOT 11, BLOCK 1 _J ROLL UP THE GATEWAY PHASE 1 + 84.9 DOOR AREA VOL. 4998, PG. 262 & S_ 1_ (86.81-1 EX. 35' PRIVATE ACCESS 84. PUBLIC UTILITY EASEMENT + V -283.00 -281-00 3 FF F F �b 84.9 FF=285\.00 ,A, FF 285.00 I 2 rA� i I% �f� + ?dS y' 2 t �n f Q + IPR Z EX. VARIABLE WIDTH _J1 t-" STA. 1+52 82-- N PRIVATE ACCESS Tqv_._0-00 ZIN 4J. 84.9) 118-4-11 0 1 0 1 0 50 100 1 1777771 177W1 Scale Factor: 1"=50' LEGEND Existing Contour X 770.0 Existing Spot Elevation Proposed Spot Elevation Proposed 2' Curb Opening Proposed Contour Flow Arrow Existing Curb Proposed Curb Z! I _L/ t EASEMENT "C" L^J W`4 GENERAL NOTES ....... Li VOL. 5779, PG. 186 + 1 4 . 1"r// - -11 rl,� __. _ 4� r+ - 4-,Illllllllllllll 1. All materials and construction shall conform to the City of College ;7!t _E Station Standard Construction Details and Specifications, except as 7�f 1 OOYR. FLOODPL 0 2'.,9 A noted herein and approved by the City. I i PE 4- ;6' CX -(XXX XXX V/ _07777777M LOT 1, BLOCK 1 2. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Law, 71 THE GATEWAY PHASE 3 J VOL. 6372, PG. 139 + and O.S.H.A. Standards for all excavation in excess of five feet 10 depth. EX. 10' PI)BLIC in 4f UTILITY EASEMEf4T -4 + ov, 3. e location of all utiliti The es located on these plans are taken from existing public records. The exact location and elevation of all public utilities must be determined by the Contractor. It shall b be the duty of the Contractor to ascertain whether any additional EX. PA E facilities other than those shown on the plans may be present. z, + Q 0 4. It shall be the responsibility of the Contractor to protect all public .4 v 'y 0 utilities in the construction of this project. All manholes, clean- qJ1, J X outs, valve boxes, fire hydrants, etc. must be adjusted to proper + __J e� 9 . line and grade by the Contractor prior to and after the placing + G-) of permanent paving. Utilities must be maintained to proper line and grade during construction of the paving for this development. Ir + 4 -00 J 5. Drainage should be maintained away from the foundations, both 9 9I 99 Bu rin and after construction. LOT 11, BLOCK 1 6. Backfill for utility lines should be carefully placed so that they 00 7 C) 119 will be stable. Where utility lines pass through the parking lot, + the top 6" should be compacted similarly to the remainder of % 0 the lot. Utility ditches should be visually inspected during the N. excavation process to ensure that undesirable fill is not used. ,9" co .0 U&4 7. Concrete for inlets and drainage structures shall be 4200 psi at 771jry EX. PAVEMEN 1 28 days. 6, Ilk. 6i PG• "I + 1A � 8. If rock is encountered in the trench, rock spoil shall not be used WW `6, in the upper 1.5 feet of the trench. 44 �t 10 < 9. All earthwork operations, pavement installation, etc. shall 7" -4�45 EX 15' PRIVATE ACCESS & conform to the Geotechnical Exploration recommendations. .0 _:T zi EASEM[� 4,; 4t,� ,,/ / A 92 -_ . �S �, \ j' __ , ` + 2>8 10. Trees shall remain unless specified otherwise on the Landscape Plan or approved by the owner. V Cc) �v J '91 f 0,4 > O,_ zz �_ _ 1?-i I + Vv Oct, Pb- 0�. 0,3 V/S/O 0• 0 ..... ..... . . IV, �v rIAS V) 1,39 ZZ) + +sA Yc 0' P IV T A C SS A0 _ "A BL C T1 IT ASEMENT + -EX. PAVEMENT--' 4;w ---EX. VARIABLE WIDTH + 74, 0 +\ k -PRMATE AC k 121 IRI IC U-ni clg%t�a W, I I % &� lktv .- . 1 4 1 ! )U6 - 7 tY i Oct, P(:� - , As,, k tp - - - , - I pry k-Uh r-t P MP61A V &t/C NA + "" lt�v ___+ L4R, B OC 1 in cj THE ATEW Y PHASE 1 A '4U + \101 375 , PG. 27 1 1Ek 6 �qsEX-730-171RIVAIE ACCESS COLLEGE 0-rATION/ VF \ \ N PUBLIC iTILITY EASEM-NT`R \ \ \ / / l min THE YPL. 3663. PG. 313 &0/40/Alc OC X WWMH cq 1,C4;1 �, -k 1 4�1 49 79. 1 1ADDED DOOR LOCATIONS 6/2 T/ VGJ S� T I 6.p FL 6"(1 - Q_01 F8"REVISIONS & ISSUE DATES l \ l l l i l /gyp/j�C °� q L,( T)=268-31 ru- THOMAS C. BARNM ............ 90854 �. LOT 1, BLOCK 1 i THE GATEWAY PHASE 2 VOL. 5809, PG. 70-71 LOT 1, BLOCK 1 THE GATEWAY PHASE 3 VOL. 6372, PG. 139 ON/ OR /izsl LOT 11, BLOCK 1 THE GATEWAY PHASE VOL. 4998, PG. 262 , BLOCK 1 VEMEN -R, B 0( Y PH 4S PG. 2 i ~ ! X WWMH RI - 79. 1 FL 6"(W=270.01 FL 8"(0UT)=268.31 0 50 100 Scale Factor: 1 "=50' LEGEND 2w- Existing Contour --2 --- - Proposed Contour --►- - Flow Arrow - Existing Curb - Proposed Curb X. X r ti, - Existing Storm Sewer Line - Proposed Storm Sewer Line ME - Drainage Divide Line DEVELOPED _DRAINAGE CRITERIA Q=CCfIA C = 0.90 1100 = 11.64 in/hr tc = 10 min. (a) ---Area Number 'Acres 0.00 0.0 ''00100 DRAINAGE AREA CHART D.A. tc (min) C Itoo (in/hr) A (acres) Q1oo (c.f.s.) COMMENTS Al 10 0.9 11.64 0.51 5.3 EXISTING 10' CURB INLET A2 10 0.9 11.64 1.84 19.3 EXISTING 10' CURB INLET A3 10 0.9 11.64 0.45 4.7 EXISTING 10' CURB INLET B1 10 0.9 11.64 0.76 7.9 FUTURE 5' CURB INLET B2 10 0.9 11.64 0.98 10.2 FUTURE 5' CURB INLET B3 10 0.9 11.64 0.82 8.6 FUTURE 5' CURB INLET B4 10 0.9 11.64 1.10 11.5 EXISTING 10' CURB INLET B5 10 0.9 11.64 0.96 10.0 EXISTING 10' CURB INLET C1 10 0.9 11.64 1.58 16.6 EXISTING 6 GRATE INLET C2 10 0.9 11.64 0.75 7.9 EXISTING 6 GRATE INLET C3 10 0.9 11.64 0.86 9.0 EXISTING 15' CURB INLET D1 10 0.9 11.64 1.42 14.8 EXISTING 10' CURB INLET OS1 10 0.9 11.64 3.78 39.5 EXISTING 30" STORM SYSTEM OS2 10 0.9 11.64 0.06 0.6 EXISTING 12" STORM SYSTEM OS3 10 0.9 11.64 1.03 10.8 EXISTING 2-10' CURB INLET ,,,,......,x�st� THOMAS C. B ,� ...•NMtNH1r H, •.•H..fl o'. 90854 riya' TOPOGRAPHIC INFORMATIOP PROVIDED BY OTHERS �u �n I � a a�°x'° m 4 5 Cj �q o,E 5 dmoa a, ; Aw LiA o m a .0 t '' ; 0 CC p a C c m4°Cr to C,2towc 0 4m 0E- I; EXIST. PIPE CHASES 1-10" PVC CONDUIT /. 1-4" PVC CONDUIT 4126 W _ _ --s•- -E-- 0+00.00 LINE "5" 0+00.00 LINE "4" INSTALL- INSTALL• f , 1-12"X6" TAPPING SLEEVE 1-12"X6" TAPPING SLEEVE " 1-6" ISOLATION VALVE W,/ 1-6 ISOLATION VALVE W/ LOCKABLE LID (AMP+ OR LOCKABLE LID (AMP OR USA USA LL562 OR LL562 OR APPROVED EQUAL APPROVED EQUAL) E . ' 20'• PUBLIC -- TILITY EASEMEN X. 1 P BC T L UTILITY EASEMENT---� - - 6" FIRE UNE SHALL OCCUPY 1 2+5�j� EX. 10" PVC PIPE CHASE UNDER 13j I tP; EX. PAVEMENT. T T T T S ' / INSTA o .,.... T - T - - - - - - - - - - - - - - - - - - - - - - - --EXISTING PIPE CHASES- - - / WWMFd) " 2-1" RVICE " 4-4" PVC CONDUIT T -n - - - �X� WWMH ) \ RIM=28'1II I (DO .. IN 4 4x'iz, 1-10" PVC CONDUIT E,A UTILITY-0 8'-2��i 1 `O EASEMENT .09 20' UTILITY s j-� C 1+15 LAT. `C-3" r w EASEMENT I r UTILI I . EASEMENT END 6" SERVICE ' IJ I k. INSTALL 2 WAY CLEANOUT � I N <j 67 EXIST" -RIPE CHASESFL v CO _ x . 3 O m • ' 4-4" PV%- U LiUIT I 1 ,x" 1g'P1pF j /{/ t 1-10" PVC CONDUIT-, 0+30 UNE 'C _ E o `�%` ( 3 I I FDC I i 0+00 LAT. 'C - "' r. F �$ E E E �_ E l�� I �33'01'24» 0+00 LAT. -R-275.0(Y t` CONST- STD. s0 MANHOLE j RIM=284.00 a �p L-152.71' f` FLOUT=277.1 i- 0 33'bt'24"W FL IN=277 3 2 LAT.S)+11 UNE N 1ND 6 FIRE EX. 20' UTILITY - EASEMENT i Nam. 1+14 LAT. "c-1" UNE "5" : I I I I f; , , r_ END 4" SERVICE » a a �1* INSTALL 2 WAY CLEA UT 6 FIRE M _' t F1' 4=279.65 ��_ BJ�. oo ��I FF=281.00 st t ._. 1+97 LINE "5" X V, x END 6" FIRE FF= 285.00 Z w I \ y1 II 212�I WATER AND SEWER MIXT/URES5.00 U' �Q � N37.5 WATER MIXTURUNITS 15.1 GPM X X19.0 SEWER MIXTURE UNITS 19.5 GM1248 FF 28500 QCHLN'37W a LLJ WATER AND SEWER MIXTURES Q WATER MIXTURE UNITS 151 GPM - a _' X 15' t \ \ \ \ r` 19.0 SEWER MIXTURE UNITS - 19.5 GPM = ES EX. VARIABLE WIDTH i /' v N PRIVATE ACCESS I ,._ ;. ,,,. FDC EASEMENT "C" VOL 5779, PG.186 - - II �. i I Ilia IIII II (IIII' IIII -- n -- - , WATER AND SEWER FlXTUREs II - h ti9.5 WATER MIXTURE UNITS - - M -[IU � -"'*"' 28.0 GPM I I / _ 4 \ \ \ \ 28 o SEWER FIXTURE UNITS 2&b GPM 8 �b LOT 1, BLOCK 1 - - - - - - - - - - - - - ----------------------- ----------- THE GATEWAY PHASE 3 I i VOL. 6372, PG. 139 I w J ------ _--- _ _ - _----- _----- -- L- - h _. D-24'47'20» I<�i M R�373.00' I . ... II r� 1 �161.38' w cl�=N3r4o'58`w I r gl 6" FlRE LINE SHALL OCCUPY EX. 10" PVC PIPE CHASE UNDER EXIST. PIPE CHASES EX. PAVEMENT. 1-10" PVC CONDUIT LOT 1, BLOCK 1 1(/ 1-4" PVC CONDUIT THE GATEWAY PHASE EXISTING PIPE CHA 4-4" PVC fCOND1-10" PVC---------N 49'15'12" EE E kE 'ram � 1 _ T T T INSTALL: I- �F -2 SERVICE EOM. IN 4" CONDUIT. �I I X w(1 Exist 22 Water . ............ ............................... .................. Exist 8" W. W. -•- - r { X-WN7MH -- -------- RIM=272.20 tEX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT I I I, ( I ( Ij I I I IUJ 31 Il N x I .............................. UJ J LOT 11, BLOCK 1 THE GATEWAY PHASE 1 VOL. 4998, PG. 262 EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT EX. 10' PIJBLIC UTILITY E SEMENT EX. F _z z ~ ~ ZD Q tlet CnQ _ zX - C a� _ _ zx Wo - z z = .- (fl N 71 Z r- to, N J N Z (n W (n Z - 1- F= I-= (nVJ Z J r It Z - I ZWZ d ZZ�N - �- ZWZzZ d �(n r7- o- N 0 Utn C� Um +a + + 0V) UUm O +a -i +: + PROP. CONC. IS --� CONST. THRUST EX. CONDUIT 10" PVC dC 2• BLOCKS PE ---- » -- FLfi= 73 CONST. THRUST 27561 ' FL 6"= 71.05 ZOO U') o LO o LO I. 0ia; U; �� o� r- 00 N Uri 0 Lf) N N N I� (� 00 00 Iz 00 r a II II 11 II co � II II II II II II II Co, (o, r a-- (o, 00 Co, Co, 00 (o, J LL J J LL ILL. J L- J LL J LL J W J W J tL J U- J L.L. J tL J tL J tL J J W LL 0 1+ 0 00 0 1+o s. B ...,....- C. ......, S ARN A-M r 908.C..w......... �� VAC 0 ��6~/� ' uQ' Cho 0 50 100 Scale Factor: 1 "=50' b EXISTING CURB PROPOSED CURB PROPOSED WATER LATERAL PROPOSED SANITARY SEWER LATERAL - - - - - - - SAWCUT WATER & SANITARY SEWER GENERAL NOTES 1. All materials and workmanship shall conform to the City of College Station ordinances and specifications, except as noted herein and approved by the City Engineer. 2. Sanitary sewer manholes shall be cast in place, or precast. 3. All sanitary sewer pipes shall be PVC SDR 35 ASTM 3034. 4. The location of all utilities located on these plans are taken from existing public records. The exact location and elevation of all public utilities must be determined by the Contractor. It shall be the duty of the Contractor to ascertain whether any additional facilities other than those shown on the plans may be present. 5. 4" Sanitary sewer laterals shall have a minimum slope of 2%. 6" Sanitary sewer laterals shall have a minimum slope of 17.. 6. Refer to Mechanical Plans for exact location of serVlces at building. 7. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Law, and O.S.H.A. Standards for all excavation in excess of five feet in depth. 8. Contractor shall protect all public utilities in the construction of this project. All manholes, cleanouts, valve boxes, fire hydrants, etc. must be adjusted to proper line and grade by the Utility Contractor after placement of pavement. 9. Water and Sewer crossing under the box culvert to be encased in 14" D.I. carrier pipe, 25' long, centered under box culvert. Carrier pipe to be plugged with concrete at each end. 10. Water mains shall be encased per TCEQ requirements whenever they are within 9' of sanitary sewer lines. 11. Where water line crosses existing sewer main, waterline pipe shall be centered over wastewater main such that the joints of the waterline pipe are equidistant and at least nine feet horizontally from the centerline of the wastewater main. 12. T.V. inspection will be the responsibility of the contractor, and must be performed by an independent testing company that is regularly employed for such services. A video of the T.V- inspection shall be made and tuned over for review and approval by the Eng.- Dept. and/or Water Util. Dept TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS COMPLIA,INIC 12200k(m 0 U F+b+.G dam�., ii((i��n^. 5 w a N 1Q REROUTED SERVICES; ADDED WATER SERVICE 6/26/06 Q REVISIONS & ISSUE DATES o U c WATER & SANITARY SEWER PLAN & PROFILE o .o GATEWAY CENTER -PHASE 2a m v CITY OF COLLEGE STATION a BRAZOS COUNTY L m C C3 BROCKETTE ; DAMS - DRAKE inc. o , ooconsulting engineers Civil & Structural Engineering- Surveying 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 0 (214)824-3647, fax (214) 824-7064 DESIGN DRAWN DATE SCALE NOTES MILE .O NO. N JAR BDD 06/02/06 1"=50' BDD C06078 C7 :J, f• LOT 1, BLOCK 1 THE GATEWAY PHASE 2 VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT INLET —ter E . 2-0- PUBLIC VOL. 4974, PG. 289 EX. 15' PUBLIC f f"— TILITY EASEMENT s 1 Jt PROPTECTION UTILITY EASEMENT— - i a • ..Ii39•5Z L — — Exist Water ............. ................................................... ............. Exist 8" W. W. -— )7WWMH -- ------------------- ,, d.. — __.. — —--2�s�-- _.• _ _ � __ � - -- _. _. X. �.: � RIM=272.20 _ • 5'26 ,'11V �}_ -~ ' �_ —_ �. �_ . _ _._ �_ _ __ 2si —: -. 282 — i . - 1?2i—E— -�Q7.� . - _ _ - _ ._._ :t � -- — — _-_ _, _ — _ t _ ~` ! l { 90 EX. VARIABLE WIDTH 5 ...�.-- =..X- ' '...- FL 8"=261. �: 2""-WA I I PUBLIC UTILITY EASEMENT .o —`WWMH ----`-----------\—------- —\ --�-- -- ,r--- ---�-----1---;-------- a� EX I,WMH I I r RIM 281.21 r` j \ } �` J ` 3 I RIM =176.20 I FL 8"=272.�? ` J / ,\ ~ - FL 8'=263.09 { C� ! �' �" / EX. 20 PUBLIC \ t7 EXY I / \ ! UTILITY FAASEME I CONICS `< INLET PROTECTION t J � z- -� SILT 'FENCE / O I I !iVLET f3, r / / (TYP) "% I i f EX. 18'pPE :/PROTEC110N,' �. �� I 1 y,4 { !; ' STABILIZED J I t y ( ')-. CONSTRUCTION / ` �'. — — T c- I 1 R�275.00' 4+`3.54 .4+22.7z t' ENTRANCE \/ , 1 1 L-152.71. I \ ` o ( W F1-I- �f3�01'24"W I I ,� f ;'' ! ,t I �' I 1 N EX. 20' UTILITY --'� \ 1 i . j / $ ' -" `%f K9 w Cq EASEMENT I J` , / - t i. t a h j I J LOT 11 BLOCK 1 i4 --'�' > T/ .., _: .»'d o-. '•\ THE GATEWAY PHASE 1 t VOL. 4998, PG. 262 X. 35' PRIVATE ACCESS & f� E I 1 cis •° T1c''N; \ 4 r` V vnt — PUBLIC UTILITY EASEMENT t I . �► t F F 283.00 F 281 00 Q I 7225.00 , 1 k pf \ 1�^" � I 112.48' I I ' R �., F -,, PF 285.00 �y �I00 f ) r I t r' \ _/ fsrA %1+'o-.•'V�!�(�(�ry���j/ll/I//( / t I —, '='a- — — — -� LLJ EX. VARIABLE WIDTH 3 i STA.1+52-82 PRIVATE ACCESS I r `� `` _ 285✓ ti — _ I EASEMENT "C" I j J / -'• i= "� ° -- �F VOL. 5779, PG. 186 1 F J' a' ; '"^� \ n : "�' - t ........ ` I 1' — I •�• u � IIIIII I I I � � �, t36 I a _ 2 - - _ sra o+ VAN t p vAN PE 100YR. FLOODPL y""• ^�^',,•n yam- �,VAN. ..� :171 VAN (Z `('. T,. ( L I LOT 1, BLOCK 1 t I/ _ — _ k / y a,t ���'/ �- -,c, _-ti �.:: —� THE GATEWAY PHASE 3 I / I� L 1 •..,,,, t'` - ..uf'� ` ` tf' • 49 1 5 /, / E 4 VOL. 6372, PG. 139— I — / , - -_ " ! ! - -_ ... I ,. f ; s ... INLET UTILITY EASEMENT f,. 1 J I<=4 ; co I I I I , " .., .f�l•. ; �'�fj� / PR 110N ' P TI N — f- INL n� PRO — ' � % r.., r\ / ! :?--y..yla4 `ti.. i t ;� '�! `"s'`-... •"'� f\`'1:; 1-C", ~ , ,. E :iil 'G7 I I 'S." ZMENT EX. PA D•24'47'20" I I I — R373.00 f I "t _ 7 ' I t/'i f �M1 r I {! _�• J 1L7 —a~ / i \' t I N I — '" ' 1. 'X`Cs ( r l fir'• � I CH-N32'40 58'W I i �` I,far _,, X — , LLJ c ;. I I N 1 a -, L �, PR ET TION, ' I I .. 4 -_ 41 I,. - A _ N 1K:, • '�a.. r \ { i f - - ' t, c ,, �` ,.,. _ ._ -.. .. ,- ..� ;- , �,_ :�.. \_ N 91 4 25 � jl �, ✓ ` ter_,. f ;�: ' ' `,.is _ .v,, `~ — -_! ` �' • M 1"`.... n/F'ya'a«. N 48 4 LOCK 1 ,.?r LOT 1 B 29.?-'"� j.68 4?4- 7= I I o g3j2 C/ry FDTy - y� ,�•\ yCsQ• ` ., / �;� `in '- t/1` '� VEME — c139 -� \ WW 4, . /; \ , \ S, 49-1 500 W — 1 8:49 :, �• — r , ,. - - �\ 'QQ'l / l•' pAVeME� - �� ` _,° ._ `a .. S40'45'35"m Y=; \ X. 15' PRIVATE ACCESS& S4�i5 �'�V �" P EASEMENT 1-51.21' \ V \ _ \ / /:` £�; �\ / / -� � \ - A— \ _ S31.03'36"Irl\ 33't\ ``1 �' •�;,—, � .,�,�•���".� �.-----' 0 '19, p\ SO B�0 / l / t/c9.88 SIpN ��— l• 13 ygse � � Q��II l II � ��Nr ;�;- - � � � — — •, ` __ __ _ _ — , / t yr I I `� w \ � 0 P IV T A ClSSI & P BL C IUT T ASEMENT ® c> z. Y . I \ "® \ EX. PAVEMENT—� IV p \ Flo/� X 4 \ ' l I 2\ \ \r Q —EX. VARIABLE WIDTH f A c --PWATE ACCESS & /i T �Q PIRI IC UTILITY EASEMENT \ 1 1 366 y p �® /N.® o0K3, p yq S\\ ', t. - \vim / (E- IC �cn�C� �` y L 4R, BLOC 1 /O 3 `� TI AY PHA 1 /® SE I ® E ACCESS P EASEMENT r \ VOL. 3603, PG. 313 Ewq c ocK \.. `/99 }' \EX WW 79.51 Rl T Y 8 A H 3 qS,�� �70.01 B�FL 8"(T)=268.31 pammmmiiiiiiiiiiii mm •• •• Scale Factor: 1 "=50' LEGEND — — 50--- -- — Existing Contour Proposed Contour — Flow Arrow IM • O M M — Silt Fence — Inlet Protection — Stabilized Construction Entrance EROSION CONTROL NOTES: 1. Refer to the City of College Station standard details for erosion control details. 2. There are no on —site or adjacent surface waters. 3. There are no on —site or adjacent wetlands. 4. Refer tp landscape plan for soil stabilization. TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS I% O mu C3 BROCKETTE • DAMS • DRAKE , inc. r o ' � dcaconsulting engineers 3 �. THOlAS C. BARNCivil & Structural Engineering • Surveying 90854 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 0 ItG•��C��° (214)824-3647 fax (214) 824-7064 0 0 F�•• , N 504.6• 0 Qw DESIGN DRAWN DATE SCALE NOTES FILE NO. N s JAR BDD 06/02/06 1"=50' BDD C06078 C8 0 NSTRUCTION _NOTES — SILT —FEN o c41 A 1L4o C4 d A o r � q) G CO�s�.a A 'd qw o m+ go 4j a � 04 CIL ooa c o� CAI b0 � .R iO4 �o° a.b�a U�D+E: @EA - VERTICAL SAWCUT T= PAVEMENT THICKNESS 3/8" WIDE MIN. 4" NO HOT POURED RUBBER TOP 1 / JOINT SEALING COMPOUND SEALING COMPOUND SAWED GROOVE • 1 1 2 "FIRST POUR � • ' �" SECOND POUR• T/3 T 1 1 2 NO. 3 BARS ON 18" O.C.E.W. LAP BARS 30 DIA. & TIE CONSTRUCTION JOINT N.T.S. 24" NO. 5 SMOOTH DOWEL 16" DOWEL COATING 2" MIN. HOT POURED RUBBER TOP 1 /4" NO /"JOINT SEALING COMPOUND SEALING COMPOUND 3 4" 1 1/4" MIN. CLEARANCE N 1 11" MIN. DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED TO BE INSTALLED 2' C—C REDWOOD EXPANSION JOINT FILLER NO. 3 BARS ON 18" CTRS. EA. WAY NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. EXPANSION JOINT N.T.S. MAXIMUM SPACING IS 60' CTRS. (TYP.) VERTICAL SAW CUT T= PAVEMENT THICKNESS 3/8" WIDE MIN. 4" NO HOT POURED RUBBER TOP 1 / JOINT SEALING COMPOUND SEALING COMPOUN; N 1 1 /2" 2-) = . NO. 3 BARS ON 18" CTRS. EA. WAY SAWED DUMMY (CONTROL) JOINT N.T.S. MAXIMUM SPACING IS 15- CTRS. (TYP.) SAWCUT FULL DEPTH & CURB & GUTTER 9"-15" 24" LUBRICATED SMOOTH NO. 6 DOWEL BAR--.i TOP 1/4" NO VERTICAL SAW\ SEALING COMPOUND CUT 3 8" MIN. HOT POURED RUBBER ' I I JOINT SEALING COMPOUND N PROPOSED PAVEMENT ---I f--- EXISTING PAVEMENT 1'-3" MIN. TO CENTER, 6 INCHES OFF TIE BARS. NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. LONGITUDINAL BUTT JOINT N.T.S. NOTES: 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS.. LONGITUDINAL HUT CONSTRUCT10N MAY EQ _�I JL�p,���QQ 2 LONGITUDINAL B NGED (KEYW Y)) JOINT A�LT��iE%RSotlP 1.(1) FOOT CENTER 3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. 4. DRILLED BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE NOT ACCEPTABLE. (1;1'L MAX) I mum Vr I (1:1 ACCESS WAY MAXI , ) I �OPOSED CURB r� �T T� PLAN 1:12 MAX WIDTH OF 1:12 MAX PROPOSED CURB ACCESS WAY 1:12 6' PROPOSED 6 GUTTER ELEVATION HANDICAP RAMP N.T.S. NOTES: 1. Textures shall consist of exposed crushed stone aggregate, roughened concrete, rubber, raised abrasive strips, or grooves extending the full width and depth of the curb ramp. Surfaces that are raised, etched, or grooved in a way that would allow water to accumulate are prohibited. 2. For purposes of warning, the full width and depth of curb ramps shall have a light reflective value and texture that significantly contrasts with that of adjoining pedestrian routes. 1. Steel posts which support the silt fence shall be installed on a slight angle toward the anticipated runoff source. The post must be embedded a minimum of one foot. 2. The toe of the silt fence shall be trenched in with a spade or mechanical trencher, so that the downslope face of the trench is flat and perpendicular to the line of flow. Where fence cannot be trenched in (e.g. pavement), weight fabric flap with washed gravel on the uphill side to prevent flow under fence. 3. The trench must be a minimum of 6 inches deep and 6 inches wide to allow for the silt fence fabric to be laid in the ground and backfilled with compacted material. 4. Silt fence shall be securely fastened to each steel support post or to woven wire, which is in turn attached to the steel support post. There shall be a 6 inch double overlap, securely fastened where ends of fabric meet. 5. Inspection shall be made weekly or after each rainfall. Repair or replacement shall be made promptly as needed. 6. Silt fence shall be removed when the site is completely stabilized so as not to block or impede storm flow or drainage. 7. Accumulated silt shall be removed when it reached a depth of 6 inches. The silt shall be disposed of at an approved site and in such a manner as to not contribute to additional siltation. PROPOSED SWALF -AWAY TO SHOW ER FABRIC COVERED VE CORE Silt Fence z X. Ya�,t�x.,,i.t Y { �;,�;?`�C Min. Height Steel Fence Post may. .,4 f '✓ f {ta�,f f,+ 24" Above 6' Max. Spacing ice,; ✓<\ a�x�y �r Exist. Ground) 1' Min. Embedment „ r it x ` Cut —Away To Show" ��ti1r Wire Mesh FILTER STONE Stones '''''''''' ,�,,��,,,,� Backing Support " ; EMBANKMENT F��ow I I I III Fabric Toe —In Trench. (Backfilled & Compacted) 6 SILT FENCE DETAIL N.T.S. PROPOSED ZX SWALE PLAN VIEW 4 I 1' MIN. 6" MIN. 1'— 6" MIN. FILTER FABRIC COVERED 1_� 5D.0' — FILTER STONE CORE PROFILE � VIEW Grade to prevent runoff NOTES: from leaving site FILTER FABRIC COVERED 1. Stone shall be 3 to 5 inch diameter crushed rock or _ FILTER STONE CORE w s 4t WIRE SCREEN 1 paved surface acceptable crushed Portland Cement Concrete. min. a•rM " y�E', ri' �t ° ix r 3 MIN. n`� �' `� �' GRAVEL FILTER 2. When necessary, vehicles shall be cleaned to remove _ 6 MIN. TYPE "A" RIP RAP PROPOSED i;�w'xyr 'N 1 I 11= I ICI I sediment prior to entrance onto a public roadway. Filter Fabric ) = j I �' 3 FLOWLINE ?� r> When washing is required, it shall be done on a area Existing Crude �s o ram• { ' " ;'` <i i stabilized with crushed stone with drainage flowing awe.., :a �E3 :•v i� 9 9 Y FI VIEW FLOW form both the street and the stabilized entrance. All PROFILE �...�,.3-Yi�..c"`_�.. j'fy`s sediment shall be P 9 on revented from enterin storm bt_'` x, .a „,d4 trs. " "`sr t �` ``_ ^`A , y f�� r E 24 4 ;YsS?•_ >. .. f>lv 1 fZ{t✓ }••t C drain, ditch or watercourse usingapproved methods. grade to drain awe right—of—way PP 9 Y from stabilized and----------------- T 3. The entrance shall maintained in a condition which street paved surface will prevent tracking or flowing of sediment onto paved surfaces. This may require periodic top dressing with \ \ CONCRETE BLOCK additional stone a conditions demand. All sediment ;�sr spilled, dropped,P washed or tracked onto aved surfaces, SECTION A -A GRATE INLET PROTECTION must be removed immediately. �;�`5� Transition to N.T.S. ' v `k. y paved surface 4. The entrance must be properly graded or incorporate a drainage swale to prevent runoff from leaving the construction 50.0' as ( ROCK CHECK DAM site. drainage must �c flow away from F N.T.S. entrance PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE N.T.S. CURB INLET — CONCRETE BLOCK CONCRETE BLOCK /—WIRE SCREEN - r y ;k. GRAVEL FILTER CURB INLET PROTECTION N.T.S. BLOCK AND GRAVEL PROTECTION Concrete blocks are to be placed on their sides in a single row around the perimeter of the inlet , with ends abutting . Opening in the blocks should face outward , not upward . wire mesh shall then be placed over the outside face of the blocks covering the holes . Filter stone shall then be piled against the wire mesh to the top of the blocks with the base of the stone being a minimum of 18 inches from the blocks . Periodically , when the stone filter becomes clogged , the stone must be removed and cleaned in a proper manner or replaced with new stone and piled back against the wire mesh . 1 1/2" mound concrete to smooth surface SEE NOTE 6 SIGN 1 1 DRIVE RIVETS (3/8") W/ 3/8" PLASTIC WASHER i BOTTOM OF SIGN 2'-0„ 1 3/4" X 1 3/4" SQUARE TUBE 14 GAUGE, 10' LONG QUIK PUNCH POLE Z r I 5/16" CORNER BOLT & NUT 6"C.I. Pipe concrete filled Paint Reflective o Yellow I CURB AND i� GUTTER STREET Finish Grade ANCHOR (30" X 2" X 2") r O ANCHOR SLEEVE (18" X 2.25" X 2.25") <' concrete----.,--,4 I 2000 PSI _ CONCRETE I I 12"- BOLLARD DETAIL N.T.S. O PROPOSED GRADE 4' MAX / 0 I cV 12" MI DUCT TAPE BOTTOM & SIDES OF SLEEVE TYP. & ANCHOR TO PREVENT CONCRETE INFLOW SIGN POST DETAIL N.T.S. VAN -ACCESSIBLE COLORS: LETTERS AND BORDER— GREEN SYMBOL ON BLUE BACKGROUND SIGN BACKGROUND —WHITE NOTES: 1. SPACING BETWEEN LETTERS, COLORS, AND PROCESSES SHALL CONFORM STANDARD HIGHWAY AND SIGN DESIGNS FOR TEXAS. 2. INSTALL WHERE INDICATED ON PLANS. 3. VAN —ACCESSIBLE SIGNAGE ON VAN SPACES ONLY. TYPICAL SIGNAGE DETAIL N.T.S. °> 1 s.•••.. •..•••.....•.• TFIOMQS C. RARNETT* ••>•••.••...•.... •... ••.. •. a: 90854 ��' ell ®�F� cEN S�� %to V A 04®' ::r (O m Mu 1111n w STRUCTURAL NON-STRUCTURAL AREAS I AREAS EXCAVATED �RENCH WIDTH /� 6" SALVAGE TOPSOIL (CLASS V) I- -' / rEXISTING OR PROPOSED SURFACE TYPICAL )ET'ER-.: TAP f ..V f"f'��✓- <i � . '_ 'tip P �\ O ' r'•. MIN. 12" 1 MAX Q or @ SEE NOTE 1 U_ 1 U COMPACTION IN FINAL BACKFILL ZONE m COMPACTION OF ALL FILL SHALL BE AT A MOISTURE CONTENT EQUAL TO OPTIMUM AND UP TO A Q MAX. 4% ABOVE OPTIMUM. EACH LIFT SHALL NOT EXCEED 6" COMPACTED THICKNESS. z COMPACTION IN INITIAL BACKFILL ZONE QUSE HAND TAMPERS OR IMPACT TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE m CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTIVE EFFORT. AVOID CONTACT WITH PIPE AND MAINTAIN A MINIMUM OF 6" COVER OVER PIPE CROWN WHEN USING SMALL a MECHANICAL COMPACTORS. i= z INSTALL AND COMPACT IN 6" MAX. Haunch JLAYERS. WORK IN AROUND PIPE BY Zone kHAND TO PROVIDE UNIFORM SUPPORT. 4" Bedding INSTALL AND COMPACT Min. IN 6" MAX LAYERS. LEVEL FINAL GRADE BY HAND. WHERE THE TRENCH BOTTOM IS UNSTABLE, EXCAVATE TO A DEPTH AS REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF TYPE D MATERIAL. PLACE AND COMPACT TO ACHIEVE 85% MOD. PROCTOR DENSITY. THIS ITEM SHALL CONSTITUTE "EXTRA WORK" AND SHALL BE PAID FOR AS EXCAVATION. WATER AND SEWER TRENCH DETAIL TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS. NOTE 1: i UNDER NORMAL CIRCUMSTANCES THE CONTRACTOR SHALL USE TYPE B MATERIAL FOR BEDDING AND HAUNCH ZONES. ONLY WITH THE PERMISSION AND AT THE DIRECTION OF THE ENGINEER SHALL THE CONTRACTOR USE TYPE D MATERIAL AS SHOWN. NOTE 2: BACKFILL AND STRUCTURES- WHEN STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, ETC.) ARE WITHIN STRUCTURAL AREAS (AS DEFINED i ON THIS SHEET) CEMENT STABILIZED SAND BACKFILL SHALL BE REQUIRED. USE CLASS III MATERIAL IN ALL OTHER AREAS. ASTM D2321 - 89 CLASSES OF EMBEDMENT & BACKFILL MATERIALS CLASS 1 A: ANGULAR, CRUSHED ROCK, NO FINES. CLASS 1B: ANGULAR, CRUSHED ROCK AND SAND, WELL GRADED TO MINIMIZE MIGRATION OF ADJACENT SOILS. LITTLE OR NO FINES. CLASS 11: COURSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE TRENCH GENERALLY DO NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE'' MATERIALS FROM THE TRENCH ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. CLASS III: COURSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM TRENCH GENERALLY DO NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. BANK RUN SAND GENERALLY MEETS THIS REQUIREMENT. CLASS IV A 1 SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAR CLAYS. THIS MATERIAL MUST HAVE A LIQUID LIMIT <50 AND A PLASTICITY INDEX >7 AND >"A" LINE. SEE SPECIFICATION (ASTM D2321-89) FOR DETAILS. CLASS IV B:I SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, FAT CLAYS, INORGANIC SILTS, FINE SANDY OR SILTY SOILS, PLASTIC SILTS. CLASS V: ORGANIC SOILS. MATERIAL FROM THE TRENCH WHICH DOES NOT MEET THE REQUIREMENTS ABOVE. ALL ROCKS, LUMPS AND CLODS MUST BE 02 REMOVED FROM T THIS MATERIAL PRIOR TO PLACEMENT IN THE TRENCH. xTHIS MATERIAL IS ONLY APPROPRIATE FOR TOPSOIL IN THE NON-STRUCTURAL TRENCH. .s STRUCTURAL AREA DEFINITION �5pci a STRUCTURAL AREAS INCLUDE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. WHERE ANY PORTION Cj a OF THE UTILITY TRENCH LIES UNDER A PAVED AREA, THE ENTIRE WIDTH OF THE TRENCH SHALL 101 REQUIRE CEMENT STABILIZED BACKFILL. �0ma; .� 0O. 4;0Q)m .LA 04 0 0 oo N CD ( 0 1~ OF 5' .-- B/C PAVEMENT AREAS (ROADWAYS, DRIVEWAYS, & PARKING LOTS (EXISTING OR PROPOSED) B/C STRUCTURAL AREA DEFINITION STRUCTURAL AREAS INCLUDE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. WHERE ANY PORTION OF THE UTILITY TRENCH LIES UNDER A PAVED AREA THE ENTIRE WIDTH OF THE TRENCH SHALL REQUIRE CEMENT STABILIZED BACKFILL. BACKFILL MATERIAL LEGEND IDEN71FER CLASS OF MATERiA'L COMPACTION REQUIREMENTS PER ASTM D2321-E9 STRUCTURAL NON-STRUCTURAL 95% MAX. PER ASTM 85% MAX. PER ASTM QIV A or IV B D1557 @ 0 TO 4% D1557 @ 0 TO 4% WET OF OPT. MOISTURE WET OF OPT. MOISTURE 11, III, or 95% MAX. PER ASTM D1557 Q 0 TO 4% 85% MAX. PER ASTM D1557 @ 0 TO 4% V WET OF OPT. MOISTURE WET OF OPT. MOISTURE CEMENT STABILIZED SAND 95% MAX. PER ASTM 95% MAX. PER ASTM O (SEE SPECIFICATION THIS D558 Q 0 TO 2% D558 ® 0 TO 2% SHEET) WET OF OPT. MOISTURE WET OF OPT. MOISTURE 95% MAX. PER ASTM 85% MAX. PER ASTM (D 1 A or 1 B D1557 ® 0 TO 4% D1557 @ 0 TO 4% WET OF OPT. MOISTURE WET OF OPT. MOISTURE TESTING ONE TEST PER 200' REQUIREMENTS OF TRENCH PER 2' OF FILL CEMENT STABILIZED BACKFILL SPECIFICATIONS DESCRIPTION THIS ITEM SHALL GOVERN THE MIXING AND PLACEMENT OF CEMENT STABILIZED SAND AS A TRENCH BACKFILL MATERIAL OR BEDDING MATERIAL IN CONFORMITY WITH THE TYPICAL SECTIONS SHOWN ON THE PLANS OR AS DESCRIBED IN THE SPECIAL PROVISIONS. MATERIALS A. CEMENT: TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150.. B. SAND: CLEAN DURABLE SAND MEETING GRADING REQUIREMENTS FOR LINE AGGREGATES OF ASTM C33, AND THE FOLLOWING REQUIREMENTS: 1. CLASSIFIED AS SW, SP OR SM BY THE UNITED SOIL CLASSIFICATION SYSTEM OF ASTM D2487. 2. DELETERIOUS MATERIALS: (A) CLAY LUMPS, ASTM C142; LESS THAN 0.5 PERCENT. (B) LIGHTWEIGHT PIECES, ASTM C123; LESS THAN 5.0 PERCENT. (C) ORGANIC IMPURITIES, ASTM C40; COLOR NO DARKER THAN THE STANDARD COLOR. (D) PLASTICITY INDEX OF 4 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM D4318. C. WATER: POTABLE WATER, FREE OF OILS, ACIDS, ALKALIES, ORGANIC MATTER OR OTHER DELETERIOUS SUBSTANCES, MEETING REQUIREMENTS OF ASTM C94. DESIGN REQUIREMENTS DESIGN SAND -CEMENT MIXTURE TO PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 50 POUNDS PER SQUARE INCH IN 48 HOURS AND 100 POUNDS PER SQUARE INCH IN 7 DAYS WHEN COMPACTED TO 95% IN ACCORDANCE WITH ASTM D558 AND WHEN CURED IN ACCORDANCE WITH ASTM D1632, AND TESTED IN ACCORDANCE WITH ASTM D1633. MIX FOR GENERAL USE SHALL CONTAIN A MINIMUM OF 1-% INCH SOCKS OF CEMENT PER CUBIC YARD. MIX FOR USE AS SANITARY SEWER EMBEDMENT WITHIN 9 FEET OF WATERLINES SHALL CONTAIN 2 SOCKS OF CEMENT PER CUBIC YARD. COMPACT MIX WITH A MOISTURE CONTENT BETWEEN 0% AND 2% ABOVE OPTIMUM. MIXING MATERIALS: A. THOROUGHLY MIX SAND, CEMENT AND WATER IN PROPORTIONS OF THE MIX DESIGN USING A PUG MILL -TYPE MIXER. THE PLANT SHALL BE EQUIPPED WITH AUTOMATIC WEIGHT CONTROLS TO ENSURE CORRECT MIX PROPORTIONS. B. STAMP BATCH TICKET AT PLANT WITH TIME OF LOADING DIRECTLY AFTER MIXING. MATERIAL NOT PLACED AND COMPACTED WITHIN 4 HOURS AFTER MIXING SHALL BE REJECTED. PLACING: A. PLACE SAND -CEMENT MIXTURE IN 8-INCH-THICK LIFTS AND COMPACT TO 95 PERCENT OF ASTM D558, UNLESS OTHERWISE SPECIFIED. THE MOISTURE CONTENT DURING COMPACTION SHALL BE BETWEEN 0% AND 2% ABOVE OPTIMUM. PERFORM AND COMPLETE COMPACTION OF SAND -CEMENT MIXTURE WITH 4 HOURS AFTER ADDITION OF WATER TO MIX AT THE PLANT. B. DO NOT PLACE OR COMPACT SAND -CEMENT MIXTURE IN STAND OR FREE WATER. FIELD QUALITY CONTROL: A. MIXING PLANT INSPECTIONS WILL BE PERFORMED PERIODICALLY. MATERIAL SAMPLES WILL BE OBTAINED AND TESTED IF THERE IS EVIDENCE OF CHANGE IN MATERIAL CHARACTERISTIC. B. RANDOM SAMPLES OF DELIVERED PRODUCE WILL BE TAKEN IN THE FIELD AT POINT OF DELIVERY FOR EACH DAY OF PLACEMENT IN A WORK AREA. SPECIMENS WILL BE PREPARED IN ACCORDANCE WITH ASTM D1532 AND TESTED FOR 48-HOUR COMPRESSIVE STRENGTH IN ACCORDANCE WITH ASTM D1633. C. THE CEMENT CONTENT WILL BE CHECKED ON SAMPLES OBTAINED IN THE FIELD WHENEVER THERE ARE APPARENT CHANGES IN THE MIX PROPERTIES. MEASUREMENT AND PAYMENT NO DIRECT PAYMENT WILL BE MADE FOR CEMENT STABILIZED SAND UNDER THIS ITEM. PAYMENT FOR CEMENT STABILIZED SAND SHOULD BE INCLUDED IN THE UNIT PRICE FOR THE APPLICABLE UTILITY OR STRUCTURE INSTALLATION. (SEE DETAIL THIS SHEET) SEWER LINE WATER LINE SPEC. D3034 D2241 C905 C900/C909 SDR 26 26 25 14 CLASS NC 1 160 1 165 200 SIZE MAXIMUM DEPTH OF BURY (FEET) 4" 81.3 76.3 NA 219.3 6" 54.5 51.5 NA 152.5 8" 40.7 39.7 NA 116.7 10" 33.5 32.8 NA 95.6 12" 28.5 28 NA 81 14" NA 25.7 24.7 NA 15" 23.3 NA NA NA 16" NA NA 21.8 NA 18" NA 20.5 19.9 NA 20" NA NA 18.2 NA 24" NA NA 15.9 NA 30" NA NA NA NA 36" NA NA NA NA THOMAS C. BARNETT .� uN....... 0......HHN. 90854 'a TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS JUL 1 2 20 113l( IE p REVISIONS & ISSUE DATES U 0 DETAILS 0 6 GATEWAY CENTER - PHASE 2a m CITY OF COLLEGE STATION BRAZOS COUNTY L a C Q BROCKETTE ; DAVIS • DRAKE , inc. aoconsulting engineers 3 0 Civil & Structural Engineering • Surveying 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 (214)824-3647, fax (214) 824-7064 0 DESIGN I DRAWN DATE SCALE NOTES FILE NO. /02/06 NONE BDD C06078 C 1 0 NOTE: VALVE EXTENSION TO BE USED ONLY WHEN TOP OF GATE VALVE IS DEEPER THAN 5 FEET FROM FINISHED GRADE. VALVE BOX PER SPECS. p 6 1 1 �-- 2" SQUARE AWWA NUT EXTENSION. TERMINATE 12" FROM TOP OF BOX. STD. GATE VALVE W/STAINLESS STEEL BOLTS PVC OR D.I. PIPE BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE w1=00 WATER LINE TEE OR TAPPING SLEEVE & VALVE AS REQUIRED STANDARD FIRE HYDRANT GATE VALVE W/VALVE BOX --->i 1' MIN. ED�- I ANCHOR 900 BEND - GATE VALVE- W/VALVE BOX STANDARD FIRE HYDRANT- H-1 5"01101 Igo' M General Notes (1) Finely divided earth free of rock, lumps and clods exceeding 6" shall be placed by hand, and compacted around the cast iron pipe to a depth of 12'' over the top of the pipe before back fill is begun by any mechanical equipment. (2) All concrete blocking shall be - 28 day concrete strength = 2000psi. (3) All thrust blocking shall provide a minimum of 2 square feet of bearing area of concrete on undisturbed soil, or as directed by the engineer. (4) Water mains will not be fully pressurized until concrete has reached 7 day strength. (5) All pipe will be laid so as the entire barrel will have full bearing on the fine graded trench bottom. Bell holes shall be cut for each bell and fire hydrant. (6) All gate valves to be "0" ring type, with non -rising stems; with M. J. ends including all glands, bolts and gaskets; and to open counter -clockwise (left). (7) All fittings shall be mechanical joints unless otherwise directed. FINIc'_'rn /-%n nnr- AS REQUIRED 2" SQUARE AWWA NUT - 1-\/Tr'NIC_InKI -r nAAINIATI- — 24" X 24" X 6" 28-DAY CONCRETE STRENGTH = 2000 psi WTIH #4 BAR AROUND ALL VALVE BOX. VIEW A - A VALVE BOX PER SPECS. A �- / ----j A po poi 611 I 1 1 D N, VARIES LLF v rO _ , • D LIi11/11VICAL JOINTS IVI, WITH SET SCREW RETAINER GLANDS OR MEGA LUGS BLOCK AS DIRECTED -- 6" STD. / GATE VALVE WITH SS BOLTS STANDARD FIRE HYDRANT BURY LINE 6" D.I. OR C909 PIPE 6" MJ ANCHOR COUPLING PEA GRAVEL - FILL TO 1 FT. ABOVE WEEP HOLE THRUST BLOCK ---�— BLOCK USING 12"x12"x4" PRECAST CONCRETE BLOCK 6" X 12'' GRADELOK W/M.J. SPLIT GLANDS (ROTATE TO FINAL GRADE) OPTIONAL COFAPLIAN1 JUL 1 2 2 c0V.Pr PTA CHGV42-1:t11t, z 0 w a J iITY OF BRYAN M GW Lift' Tape S1yk — DRAWN BY: ATE 01-01-05 SCALE= N T S APPROVED W.P.K. r N FIGURE= IG_____j W6 SHEET 1 0F 4 I� r NOTE USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. r TEE AND PLUG SCHEDULE ID (in) THRUST (tons) C (ft) A (ft) VOLUME (c. .) 4,6,8 5.1 1.5 2.5 0.3 10,12 11.3 1.5 3.5 0.6 -� 11-011 W �� 0 0 _THRUST-- �V) o o THRUST-- o - - V) o - m0 J m r w LL- Q O0 w QU coo J m +:1 ryR HbHIIVJI pOUR AGAINST � UNDISTURBED UNDISTURBED EARTH EARTH TEE THRUST BLOCK PLUG THRUST BLOCK THRUST BLOCK NOTES 1. ALL CALCULATIONS ARE BASED ON INTERNAL PRESSURE OF 200psi FOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQUIRED BY FIELD WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 5. WATER MAIN WILL NOT BE FILLED UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi., THRUST BLOCK DETAILS POUR CONCRETE AGAINST UNDISTURBED EARTH OUTER DIA. SECTION X-X CONCRETE SHALL NOT EXTEND BEYOND JOINTS POUR CONCRETE AGAINST UNDISTURBED EARTH PLAN VIEW HORIZONTAL THRUST BLOCK SCHEDULE BEND SIZE A (ft) B (ft) C (ft) E (ft) G (ft) VOLUME (c. .) 900 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 10,12'' 6.5 2.5 1.5 1.2 4.0 1.0 450 6,8,, 2.0 2.0 1.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 22.50 6) 1.5 1.5 1.5 0-9 0.8 0.1 110,121, 2.0 2.5 1.5 1.2 1.1 0.3 6,811 1.0 1.5 1.5 0.9 0.4 0.1 11.250 10, 12 ''1 1.5 1.5 1.5 1.2 0.6 0.1 PICAL HORIZONTAL - .RUST BLOCK Ov�V WATER PIPE _PIPE JOINT NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED 3. MARK EACH SERVICE END WITH METAL "T" POST © WITH WITH 0 i yr 0 PLUG (REF) w BETWEEN THE SERVICE SADDLE AND THE CURB STOP PAINTED BLUE. J FOR SINGLE SERVICE OR BETWEEN THE SERVICE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN i-- SADDLE AND THE WYE FOR DOUBLE SERVICE. APPROVED EQUAL. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. TO PRESSURE TEST LINES IMMEDIATELY AFTER THE 6. ALL SERVICE WYES & EXTENSIONS I ARE TO BE STREET CROSSINGS HAVE BEEN INSTALLED. INSTALLED WITH THE MAIN LINE CONSTRUCTION. -------------------- 4' MIN. ---------------------- -------- z a r a VV H I LK LIIVL VIEW A-� DOUBLE SERVICE CONC.CURB & GUTTER 2' MIN.-3' MAX. BALL VALVE - PAD 2' MIN. WITH PLUG ILL- (2 FOR DOUBLE SERV.) SADDLES 4' MIN. ✓C. OR { A 1" TYPE K COPPER TUBING (SINGLE SERVICE) 1-1/2" TYPE K COPPER TUBING (DOUBLE SERVICE) (SEE NOTE 1) TAT A Tr. T> 4"" t""% C try TILT �- 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X 1" BRASS WYE (1 FOR DOUBLE SERV-) W2=01 C® PLIAN4 JUL 12 20 coLLEGE STAI f!NGINf!t"lN Crry of BRYAN The Good Life, Tana Stye.'" DRAWN BY: ffj DATE: 01-01-05 SCALE- N T S APPROVED: W.P.K. FIGURE SPECIAL CONDITIONS 1. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOW FINISHED GRADE. 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTTOM OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED USING A STANDARD FIVE SACK CONCRETE MIX AND REINFORCING COMPRISED OF #3 REBAR ON 12 INCH CENTERS WITH A MINIMUM BASE THICKNESS OF 6 INCHES. 4. SET SCREW RETAINER GLANDS SHALL BE INSTALLED AT EACH FITTING ON MECHANICAL JOINT PIPE. 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. APPROVED 3" OR LARGER COMPOUND METERS, VAULTS & MATERIALS APPROVED METERS — SENSUS SRH (U. S. GALLONS) APPROVED VAULTS — PARK DMC—BR PRE —CAST CONCRETE VAULT WITH ADEQUATE ACCESS AND VAULT DIMENSIONS FOR METER SELECTED APPROVED MATERIALS — DUCTILE IRON PIPE WITH MECHANICAL JOINT. SET SCREW RETAINER GLANDS WILL BE USED ON ALL M. J. FITTINGS. ANY DEVIATIONS FROM THE ABOVE SPECIAL CONDITIONS OR APPROVED METERS, VAULTS OR MATERIALS MUST BE SUBMITTED TO THE DIVISION MANAGER, WATER SERVICES, 72 HOURS PRIOR TO ANTICIPATED DEVIATION. WATLI\ I„i, JLI \ V I\_L LL/1 VI VL\..i 1 IIli I V AND VALVE CONCRETE VAULT METER VAULT ASSEMBL NOTE. 1. EMBED COPPER LINE IN TAMPED SAND FROM UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH SIDES OF COPPER PIPE. 2. PAYMENT FOR BID ITEM OF "AIR RELEASE VALVE" SHALL INCLUDE ALL MATERIALS, AS SHOWN IN DETAIL, INCLUDING MAIN LINE TAPPING SADDLE. 3. SIZE OF LINES AND VALVES MAY BE MODIFIED BY THE ENGINEER 1" BRASS ELL (TYP.) HOT —BOX POLY ROX MODEL PHRI WITH HEAT OR APPROVED EQUAL BRONZE INSECT SCREEN W/S.S. HOSE CLAMP 4" X 3' X 3' CONCRETE PAD 1" IRON PIPE THREAD COMPRESSION FITTING AND 1" GATE VALVE 1" TYPE "K" COPPER TUBING 1" TAPPING SADDLE W/ CORPORATION STOP. BLACK TEXT —� WARNING 1411 UNDERGROUND PIPELINE CONTACT THE CITY BEFORE EXCAVATING YELLOW K. BACKGROUND 14'' vALv 7" N 0 . N--------- WHITE 10 "� BACKGROUND. WARNING LlDpl mM.KNVp.K �. BEFa R[ALVE E>CAVni1JG 4 - 011 ENO. N0. D 0 41-011 D 4 AMERICAN FLOW CONTROL TRENCH ADAPTER OR AN APPROVED EQUAL *NOTE: COMPACTION WITHIN LIMITS OF ASSEMBLY SHALL BE 95/. STANDARD DENSITY PER ASTM D698 AIR RELEASE VALVE & VACUUM CHECK VALVE W3=02 NOTES: 1. FURNISH AS SHOWN ON PLANS AND ON AL VALVE SIGN POSTS. 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON ENAMEL FINISH. FURNISH ONE WARNING AND ONE VALVE SIGN AND ONE POST FOR EACH VALVE INSTALLED AND AT OTHER LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EAC INSTALLED (OMITTING VALVE NUMBER ON VALVE SIGN BLANK) (NOT A SEPARATE PAY ITEM) —2" BLACK PRESSURE SENSITIVE NUMBERS TO BE ADDED AFTER BASIC SIGN HAS BEEN PAINTED. PIPELINE WARNING SIGN VALVE IDENTIFICATION 'SIGN 8' BLUE, HEAVY DUTY, (WING CHANNEL POST 2'X 4'X 6" CONCRETE SLAB q q ,NOT GREATER THAN 450 `6" DIP W/RETAINING CLAN AT BEND AND PLUG. ' D �c � A p _ D MAIN LINE M. J. TEE )R CROSS VALVE BOX AND SHAFT EXTENSION 4'-0'' CAST IRON VALVE BOX COVER �-2' X 4' X 6" CONCRETE SLAB %ACK FILL �? / THRUST BLOCK ° / / 77j RESTRAINED JOINT 6" M. J. ELL PLACED ON \ W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING IN.LITN'rE BLOW 0 r--- _L GALV. ELL GALV. NIPPLE I I REMOVE AND DISCARD I , AFTER USE BROOKS UNDERGROUND ENCLOSURE — MODEL 1220 SCH. 40 GALV. PIPE OR APPROVED EQUAL AFTER BLOW —OFF I , ' INSTALL MALE QUICK EXIST. GRADE ' FI i CONNECTION & CAP BRASS BALL VALVE BRASS THREAD PIPE AND REDUCER AS REQUIRED FF ASSEMBLY W3w01 BRASS ELL MJ TAPPED CAP CONCRETE BLOCKING:::x o . (SEE BLOCKING DETAIL) Fc D WATER MAIN4 J tc REVIEWEDF 77 C41i PL141V BRASS NIPPLE JUL 122 BLOW—OF"F RISER Gals &TIN! ENGINEERING W 3=03 0 �v a CITY CIF BRYAN The Good Life, Tags Si k °" DRAWN BY. #ff D A z E = 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE w 3 SHEET 3 0F 4 MAIN TRACK SUBGRADE DITCH �3: o o 4' o' '- 6" MIN. 4'-0" MIN. MACHINE BORING (TUNNELING IN EMBANKMENT) STEEL CASING ` CARRIER PIPE MACHINE BORING (TUNNELING IN CUT) NOTE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RAILROAD CROSSING OPEN CUT LIMIT 2'-0" MIN. MACHINE BORING 2'-0" MIN. (TUNNELING) WIDTH OF PAVEMENT 3' -0" MIN. STEEL CASING AS REQUIRED OPEN CUT LIMIT SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY THE ENGINEER CARRIER PIPE- NOTE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. TYPICAL CITY STREET GROSSING W4=01 SHOULDER VARIES 5'-0" MIN. MACHINE BORING (TUNNELING) WIDTH OF PAVEMENT .. 3'-0" BELOW DITCH FLOW LINE. SHOULDER VARIES 5'-0" MIN. CARRIER PIPE NOTE: STEEL CASING 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL STATE HIGHWAY OR MAIN THOROUGHFARE CROSSING IW4=02 AO SELECT MATERIAL MATERIAL EXCAVATED FROM, THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90/. OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4/ OF OPTIMUM UNDER NON-STRUCTURAL AREAS (ie... YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98/ OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO +4/ OF OPTIMUM UNDER FUTURE STREET AREAS. © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MINIMUM PERCENT PASSING 3/4'' SIEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. NOTES: 1. FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT S TREE TS. 2. All bedding & installation of PVC pipe shall be in accordance to ANSI/AWWA Standards for PVC Pipe. 3. All bedding & installation of Ductile Iron pipe shall be in accordance to ANSI/AWWA C150/A21.50. 4. Compaction shall be attained by mechanical tamping. 5. Relative compaction shall be tested in the presence of the City Engineer. 6. Dust resulting from the Contractor's performance of the work, either inside or outside the right of way, shall be controlled by the Contractor. 7. All trenches shall be back filled and temporary paving or plating placed at the end of each working day. 8. See "Open Cut Details" ST4-00, ST4-02 & ST4-02. BEDDING AND TRENCH FOR DI PIPE 8c PVC PIPE WITHIN NON-STRUCTURAL OR FUTURE STREET AREAS MW { ALL AREAS WHERE EXISTING VEGETATION AND 'GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUSTS BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. W4mO3 COMPLIAKC JUL 12 C0W. 4 z 0 w CITY OF BRYAN Tke God Mft7 Ten Styk= DRAWN BY: ti DATE: 01-01-05 scALE: N T S APPROVED* W.P.K. FIGURE 9 Q SHEE T 4 0F 4 BLACK — TEXT W AR N I NG 1011 UNDERGROUND SEWER CONTACT THE CITY BEFORE EXCAVATING YELLOW' BACKGROUND 14" MANHO E 7" N 0 . WHITE BACKGROUND. NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. SECTION A - A • A •♦ ,gip, 5" MIN. o� VARIES -o STD. 450 WYE - CEMENT STABILIZED SAND AS SHOWN. 1 STD. 450 WYE 4Z, 1 31 a- VARIES VARIES 3„ 3 A 450 BEND 450 BEND VARIES • ° 900 BEND •` n a� 6" MIN. BASE NOTES SEE .m..-.�••� os.� s.. y .A a..:o �R • ra NOTE FOUNDATION 1. FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE WATERSTOP-PIPECONX SEWER LINE CROSSES OPEN FIELDS *4 BARS, 8" O.C.E.W. -- DEPTHS MANHOLE ADAPTER SEAL, 2. SIGNS TO BE CONSTRUCTED GREATER THAN 12 FEET WILL REQUIRE OR APPROVED EQUAL. FROM 20 GA. STEEL BAKED ON 2 MATS OF REINFORCING STEEL IN THE (2 REQ'D) ENAMEL FINISH. FURNISH ONE BASE ONE SIGN AND ONE POST MANHOLE" FOR EACH MANHOLE INSTALLED STANDARD DRO"w" ACROSS OPEN FIELD AND AT OTHER NOTE: CAP CLEAN -OUT AT BLIND FLANGE ON — LOCATIONS AS SHOWN ON PLANS. RESTRAINED JOINT FOR FORCE MAINS. FURNISH SAME NUMBER OF simol REPLACEMENT SIGNS AS FOR EACH INSTALLED (OMITTING MANHOLE NUMBER ON MANHOLE SIGN) (NOT A SEPARATE PAY ITEM) PIPE O.D. PLUS 4" — 2" BLACK PRESSURE PERIPHERAL SENSITIVE NUMBERS "STARTER" HOLES TO BE ADDED AFTER bl__�T(SEE NOTE 1.) BASIC SIGN HAS BEEN PAINTED. SEWER WARNING AND MANHOLE IDENTIFICATION SIGN C`J�Qt] OPENING CREATION DETAIL wa #3 REBAR (14'' EMBEDDEE EPDXYED INTO MAID WALL 3". (SEE NC MANHOLE CONNECTION DETAIL PIPE O.D. PLUS 18" NOTES: 1. A MAX. OF 4 SAND A MIN. OF 2 THROAT RINGS SHALL BE USED AT EACH MANHOLE IN NEW OR EXISTING RIGHT-OF-WAY. 2. USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS AND CHIMNEY OR CORBEL/CONE SECTION. 3. MANHOLE BASE THICKNESS AND FOUNDATION AS FOLLOWS: MANHOLE DEPTH (FT.) BASE THICKNESS 0 j 12-------------------------------- 811 12 AND OVER -------------------------- 1211 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS LOCATION' COMPACTION REQUIREMENT PAVEMENT ------------------------------ 98 % STANDARD PROCTOR - ASTM D 698 LANDSCAPE AREA ------------------------ 9 0/. STANDARD PROCTOR - ASTM D 698 SEE NOTE 7. 5. NO RINGS AR REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY 6. IN FLOODPLAINS, THE CONE SHALL EXTEND ABOVE THE BASE FLOOD wARN�Nc ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER 'M SHALL BE USED. SEWER SIGN _/ I I MANHOLE 7. WARNING SIGN ONLY TO BE PLACED WHERE MANHOLE SIGN N0' SEWER CROSSES OPEN FIELDS. (SEE DETAIL S01-05) 6'-0" STD. CAST I ON MANHOLE COVER j 3' MIN. AND FRAME (30'' DIA. OPENING) OR EQUAL r17 !7r7•. SEE NOTE 1. 2t _0t D` 1 ¢ v v PRECAST REINFORCED ? 2'-6" CONC. MANHOLE SECT. ° ASTM' DES. C-478 ' 8' GREEN, HEAVY DUTY, BACK FILL AROUND MH SHALL 9 WING CHANNEL POST BE IAS PER NOTE 4. VARIES D 5" MIN. - (SEE TABLE) RUBBER -GASKET JOINTS MANHOLE DIA. (MAIN SIZE 4 FT <18in. 5 FT >1181n. <30in. 6 FT >36in. W/ MORTAR SEALANT INSIDE AT ALL JOINTS MAX o PLUG 6" MIN. 1/2tt�FT ° q ,t tw '• D 0 ° 11 D v D D. BASE W,ATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) INVERT = 3 4 DIAMETER OF PIPE UP TO 24 24 AND LARGER SHALL BE FULL DEPTH INVERTS. REMOVE INVERT AS REQUIRED AND NEW INVERT FOR NEW _INE. NEW INVERT SHALL iAVE SMOOTH TRANSITION NTO EXITING INVERT. REWORK XISTING INVERT AS REQUIRED NON -SHRINK GROUT NKO-FLEX PREFORMED ASTIC ADHESIVE �TERSTOP, OR APPROVED UAL. (SEE NOTE 3.). \TERSTOP - PIPECONX NHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) CONNECTION DETAIL SECTION VIEW STANDARD MANFITOLE TIE-IN �— #4 BARS BENT @ 900 AND TIED TO WALL AND BASE. 114 BARS, 8" O.C.E.W. NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. NOTES 1. 1" DIA. "STARTER" HOLES SHALL BE DRILLED THROUGH WALL OF EXISTING MANHOLE SPACED 3" APART CENTER TO CENTER. AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED BY A CITY INSPECTOR, THE CONTRACTOR SHALL BEGIN REMOVING THE CONCRETE INSIDE THE PERIPHERAL "STARTER" HOLES. CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF OPENING. REBAR SHALL NOT BE SPACED MORE THAN 12" CC. 3. WATERSTOP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 4. CONCRETE SHALL BE 3,000 P.S.I. DIAMETER VARIES 2" CLR. NON -SHRINK (TYP.) GROUT NEW INVERT PIPE O.D. � • , EVIEWED PLUS 1 ------ COMPLIA •'o WATERSTOP -PIPECONX JUL. o6 MANHOLE ADAPTER SEAL, cohl t or TA OR APPROVED EQUAL. V;NGgNERiNG (2 Lj�CONNECTION DETAIL SECTION VIEW S1=03 z 0 CAN 1.4 w a C rry of RYAN The GeedLifk Taros Silk.'" DRAWN BY:* DATE- 01-01-05 SCALE: N T S APPROVED: W,P,K, FIGURE: SHEET 1 OF 4 NOTE: 4'' PVC EXTENSION W/PVC CAP (SEE NOTE 3) METER BOX OR STANDARD 1. WHERE DOUBLE WYE SERVICE CLEAN -OUT BOOT ELEVATION IS LESS THAN 2'-711 BELOW PROPOSED BACK OF PVC DOUBLE WYE 2.0` CURB, MIN. SLAB ELEV. MUST WITH PVC CAP BE SET TO ALLOW SANITARY ` \� SEWER SERVICE. (SEE NOTE 3) '� ' %' w z 2. MARK EACH SERVICE END WITH I 0 METAL "T" POST PAINTED GREEN. _z 3. ALL MATERIAL SHALL BE SDR 21 D2241. �t 4. GLUED FITTINGS WILL ONLY BE 16 ALLOWED AT THE DOUBLE WYE ' CONNECTION AND BENDS. GLUED `�\� r 6" CLEAN OUT STACK FITTINGS TO BE PVC-DWV. DIP OR PVC SEE NOTE 5 ' FOR EARTH, SEE BEDDING 5. A CLEAN OUT IS REQUIRED AND TRENCH DETAIL AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW PLAN FOR EACH SERVICE. =� R-O-W 6 2" CUSHION REQUIRED VARIES CEMENT STABILIZED \ FOR ROCK, CONCRETE SAND AS SHOWN. L i 3.5' MIN.(SEE NOTE 1.) i it NOT LESS THAN 3" PVC (SEE NOTE 3) (MIN. 1/. SLOPE) STD.450 BEND STACK - VARIES IN HEIGHT 2.0' 45° BEND T-Y SERVICE FITTING 7.�_ (SEWER TEE) SEE NOTE 5 STANDARDCLEAN'OUT FOR MAIN LINE STD.450 BEND DEEP CONNECTION PROFILES2=01_ A0 SELECT NATIVE MATERIAL ORIGINAL GROUND IN R-O-W MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF FUTURE STREET AREA ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) NOTES: VARIES INCHES IN THE LARGEST DIMENSION), COMPACTED TO A PLACE METAL DETECTOR 1. FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ MINIMUM OF 90/. OF MAXIMUM DENSITY AS DETERMINED BY TAPE AT 12"-18'' DEPTH. ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. OPTIMUM TO +4% OF OPTIMUM UNDER NON-STRUCTURAL 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN 3.5 MIN.(SEE NOTE 1.) i AREAS (ie... YARDS, PASTURES, EASEMENTS) AND TO A OA SELECT MATERIAL ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED 6"-12" 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN B (MANUALLY —�� + UNDER FUTURE STREET AREAS. BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. I OPTIMUM TO 4/ OF OPTIMUM NDE F TR CONSOLIDATE © GRANULAR MATERIAL AT OPTIMUM 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. PVC (SEE NOTE 3) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE 'MOISTURE) 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE (MIN. 1/. SLOPE) OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC 4" OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT OF 2.0' MATERIAL AND WHICH, WHEN TESTED BY STANDARD WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: PIPE UNDISTURBED SOIL 6. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING T-Y SERVICE FITTING MAXIMUM LIQUID LIMIT 45 0 D (SEWER TEE) SEE NOTE 5 MAXIMUM PLASTICITY INDEX 15 OR PLATING PLACED AT THE END OF EACH WORKING DAY. �_. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 6" MIN./12" MAX. 7. TWENTY-FOUR (24) HOUR NOTIFICATION TO ENGINEERING MINIMUM PERCENT PASSING 3/4'' SIEVE 100 IS REQUIRED PRIOR TO COMMENCEMENT OF WORK. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL STANDARD CONNECTION PROFILE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. COMPACTED CEMENT STABILIZED SAND, 1-1/2 SACK/CY (PUGMILL ONLY). SPADE BY LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. .SANITARY SEWER .BEDDING AND T]"RENCH FOR ICI PIPE & PVC PIPE SERVICE COTNNECTION S2=00 S2=02 c,�ta JUL 12 COLLEGE ST ENGINEERING FA 0 w c� a i �s CITY OF BRYAN The Good Life, Tem Style.' DRAWN SY=g- DATE: 01-01-05 5-C-A-L-E=NTS APPROVED: W.P.K. FIGURE: 02 SHEET 2 OF 4 SIDEWALK / / • s 3.5' MAX. OR AS DESIGNED (SEE NOTE 1.) CONC. CUF WATER LINE (MIN. 4' BURY) 4" PVC EXTENSION W/PVC CAP (SEE NOTE 3) PVC DOUBLE WYE 2.0' OI WITH PVC CAP ` ry (SEE NOTE 3) zk ry n � z ; a_ PLAN (TYPICAL) SUBGRADE MAIN TRACK 41 — 61 • •' ° �w MIN. STEEL CASING DITCH Lwllf< CARRIER PIPE 13: iONN ry MACHINE BORING MACHINE BORING (TUNNELING IN EMBANKMENT) (TUNNELING IN CUT) NOTE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING IS REQUIRED. TYPICAL RAILROAD CROSSING I PVC (SEE NOTE 3) 13: 1 to 2 2'-0'' MIN. DESIRABLE OPEN CUT 2' PVC 2. 0'< LIMIT (SEE NOTE 3) T-Y SERVICE FITTING (SEWER TEE) STD. 45° PVC BEND �__.—'L:,., PVC SDR 21 D2241 z- STD. PVC COUPLING PROFILE NOTE: 1. WHERE DOUBLE WYE SERVICE ELEVATION IS LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2. MARK EACH SERVICE END WITH METAL "T" POST PAINTED GREEN. 3. ALL SERVICE CONNECTIONS WITHIN THE R-O-W SHALL BE SDR 21 D2241 MATERIAL. 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. 5. A CLEAN OUT IS REQUIRED AND WILL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. SEWER SERVICE LINE CROSSING S3mOO 3'-0" MIN. MACHINE BORING 2'-0" MIN. (TUNNELING) OPEN CUT LIMIT WIDTH OF PAVEMENT S3=01 SIDEWALK MAY BE ! � OPEN CUT OR BORED �---�� AS DIRECTED BY THE FN(;INFFR STEEL CASING---` AS REQUIRED CARRIER PIPE-/ NOTE 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN APPROVED BY THE CITY ENGINEER. TYPICAL CITY STREET CROSSING MACHINE BORING (TUNNELING) SHOULDER VARIES 5'-011 WIDTH OF PAVEMENT MIN. i 3'-0" BELOW DITCH FLOW LINE. SHOULDER VARIES 51 _ 011 MIN. CARRIER PIPE-/ NOTE: STEEL CASING 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING REVIEWED SEE CITY STANDARD SPECIFICATION FOR WATER AND COVIPhtA SEWER LINE CONSTRUCTION. JUL @6( 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATION'S.���ror .�.� 3. DRY BORING IS REQUIRED. I ENGINEER! 2G TYPICAL STATE HIGHWAY OR D THOROUGHFARE CRO-SSING N S3=03 Crrk OF BRYAN The coact Life, Texas 3* m DRAWN BY:& DATE: 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE 33 SHEET 3 OF 4 � � o d PIER DIA, AS SHOWN a ° ON PLANS ° (� Gt d a d SECTION A -A PIER DIAMETER VERTICAL STEEL 05 BARS 16" 8 24" 12 26" 14 30" 16 42" 24 #2 HOOPS, 12" O.C. 3" CLEARANCE MININMUM PLAN ES 4" WIDE X 3/8" THICK STEEL STRAP (PRIMED & PAINTED) FORMED TO PERMIT SNUG TIGHTENING OF PIPE TO PIER (2 REQ'D. PER PIER) DUCTILE IRON PIPE WRAP WITH ONE LAYER 1" x 18" GALVANIZED STEEL OF TAR PAPER TO ANCHOR BOLT SECURED TO PREVENT BONDING VERTICAL REINFORCING STEEL NOTES: 1. EACH PIER SHALL BE COMPLETED IN A SINGLE CONTINUOUS POUR. f- w 2. CHAMFER EDGES 3/ 4".~o 3. CONTRACTOR SHALL CONSTRUCT Tw w o CONCRETE PIER TO A MINIMUM Q DEPTH OF 6' OR TO A DEPTH X z WHERE A GOOD BEARING SOIL Liv IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY _ o PLUMB WITHIN 2" TOLERANCE. � 5. ALL INFORMATION SHOWN IS CITY — W MINIMUM. ALL PIERS SHALL BE 0 0 DESIGNED BY A PROFESSIONAL ENGINEER. _j -v) W , p A v, D ° p VERTICAL STEEL AS PER TABLE D v D v p D -D' --p #2 HOOPS, 12'' O.C. /77-7777 p D D p p POUR CONC. AGAINST ° UNDISTURBED EARTH ° p INTO HOLE i t FOR -A-ERIAL SEWER 6" T_ #2 STIRRUP, 24" O.C. 211 #4 BARS CONCRETE EN, CASEMENT S4=02 2-1/4" i MACHINED BEARING !SURFACE 1-5/8" 5 / 8 "-(T-I1 _r BOLT HOLE DETAIL 7/16" z 0 1-1/4" PICK HOLE DETAIL - SEE BOLT HOLE DETAIL (WATERTIGHT COVER ONLY) 33-1/4" 32-3/16" 4-1/2" GROOVE FOR 1/4" DIA. 1„ 1-1/2 NEOPRENE GASKET COVER BACK 7/16" 2-9/16'' 30" 31-7/8" 33-15/16'' 40-3/4" z FRAME SECTION 213/4 2-1/2ft 23' COVER SECTION (4) 1/2'' DRILLED AND TAPPED BOLT HOLES \(WATERTIGHT FRAME ONLY) FRAME PLAN (4) 1/2"-13 X 1-3/4'' SS HX HD BLTS WITH STEEL & RUBBER WASHERS (WATERTIGHT COVER ONLY-V1480 APT) 7 i 1 1 1-1/2" COVER FACE (VULCAN V1480) (4) 1/2"-13 X 1-3/4'' SS HX HD BLTS WITH STEEL & RUBBER WASHERS (WATERTIGHT COVER ONLY-V1480 APT) /Tq R Y COVER FACE (VULCAN V1480) COVER & NG AND COVER poi GENERAL NOTES_ ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASU RES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR.' run4PL x i ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. JUL 1 G ESTABLISHMENT OF VEGETATION MAY BE A WARRANTY ITEM. COLLEGE c 'i a a s i .. x� Aim Crry of BRYAN 71m GodtZif4 Taus 51�k.n` DRAWN BY:A* DATE: 01-0 - 5 sCA • N T S PPROVED. W.P.K. FIGURE: Q SHEET 4 OF 4 AN AIR , r M F Enhanced Paving FG I Ex PHASE 1 sidewalk I \ I 1 111111 'J f steel �00 21 M AR 5 2 Cedar Elm 49 NP 12 WP 20 Bike Rack (8-81kes) 5C 2 Sidewalk-Ehhanced Paving CM -A %- �O S .................... Dy AA , .��75z� 4-1 g, IL iso 1z 12 CM 2 CM 2 ... .......... V 2 117, R 01 6 . ..... .... . ...... . 7c-r;, . ..... .... . .. ...... .. ... ..... r? 2 -WP W 91 Steel 34steel fi Ct-I 13ry DE �"IE 7 c0i CM-1 Z 7 7; 7,77-7 -,J _1-N M '3 �E 2 V ID, E .... ... .... 4U"J 2K- Y 77 —R8 2 7 P71 V ,, AJ 62 X px+77_ F, E-zi, 4 RE-, PHASE I LU LY NOTES IOM czveroge, of groundcover, deca-ative paving, decorative rock, or perennial gross is recpIred in parking lot islands, 5wale5 and drainage areas, the parking lot setback, rights -of -way, and adjacent property disturbed during construction. ORIENTATION MAP Landscape Calculations PHA5E :2 A POINT CALCULATIONS Required Site - 59,645 / 1000 x 50 x 2 = 3,57q Points Buffer -- NONE REQUIRED (Previously satisfied in Phase 1) TOTAL FONTS REWIRED CANOPY TREE REQUIREMENT 3,67q Total Points x 60% = 1,790 Total Points ReWk-ed Proposed Landscaping NEW CANOPY TREES (container) 6@ 300 Points (3&" Cal.) = 1,800 Points I 8W Points NEW NON -CANOPY TREES (container) Iq @ 40 Points = 760 Points 760 Points SHRUBS (6 Wt, or larger) 104 @ 10 Points = 1, 040 Points 11040 POMS SHRUBS (I got.) 10 @ I Point 10 Points 10 Points TOTAL PROPOSED LANDSCAPING 31610 Points plant List - PH/AA5�2A Kw QxrMW Sim Cartren Norm (B*Ur&d Mirne) Pont volum points cayrnffft Giziopy Tram CE 2 3Y20 Cal. Cexkr Elm (Ulmus clossifolla) 300 600 12/14' Ht., 415- Sp., Matched BC IV 2 3&" Cat, 5ald Cypress (Tcixodlum d15tuchum) 300 600 0-0" Clear Trunk Min., Conta'rocr 12/14- Ht., 4/51 Sp., Matched RB 0 2 3&0 Cat. River Birch (Betula ( '-0" Clear Trunk Min., Container 12/14' 14t 415' Sp., Matched rwra) 300 6X '1 Aloe -Canopy Trim (01-00 Clear Trunk Mtn., Container C M Iq 2Y2 Got (30 Grape Myrtle (Logerstroernia Indica 'Watermelon Red') 40 760 6/51 Ht., 3141 5p., 5-5 Cartes, Matched, &rube Min. Ca -re Dia 148 WP 1q:2 5 Col. Wheeler's Dwf. Pitto5porum (Pitto5porum tobiro 10 q2O IW I -Wight Min., Rooted, full "Wheeler's Dwarf') LG 4 55 Col. Lligustrum (Ugustrum japonicum) 10 40 36" Height Min., Rooted, Full AR 5 ra Q41. Anticpe Rose (Caldwell Pink) 10 80 18" Height Min., Rooted, Full FG 10 1 C-41. Red Fountain Gross (Pennicetum setoceum Rubrum) 1 10 150 Height Min., Rooted, Full AJ 101 1 Got. Asian CWV" cover Jasmine (Trachelospermum osiaticum) 0 0 Pot Full, 3 12" Runners, min. NEW TOTAL FOR PHASE 2A LANDSCAPING 31610 Pair" 1 Irrigation Plan NOTES All new plant material will be planted in areas that already have an irrigation system. No Irrigation Plan will be, submitted for Phase 2A. Refer to Irrigation system for Phase 1. General Notes 01. All Plant Material shall be pruned shaped as per Landscape Architect after installation to remove any broken or damaged branches and to give uniformity of shape. 02. All Plant Material must be approved by the Landscape Architect before installation. 03. Verify all qvantities be -fore Installation. 04. Broken pieces of sod (smaller than 8" scpare) are not acceptable. 05. All Crape Myrtle Trees are to be pruned up to expose 4' clear trunk(s). 06. Landscape Contractor Is responsible for clearing any dirt or mud from public roadway. Landscape Contractor is also responsible for keeping the site clean during construction and plant installation. 07. All proposed "New Canopy Trees" shall be containerized. M. An automatic irrigation system will cover the entire landscaped areas. Oq. Bedding Soil (flowerbed5) shall be prepared to a depth of 5 inches and, consist of GM Sandy Loom Topsoil, 20% Block Humus, 10% Mushroom Compost and 10% Red Shredded Mulch. 10. All flowerbeds shall be top dressed with a 3' layer of Black Humus or eqpal. 11. Install 3' diameter mulch rings (3' thick) around all trees (canopy and non -canopy) which appear in town areas. 12. All plant material is to be guaranteed for I full year. 15. Erosion control is rewired as needed and clean-up is included. 14. See Site Plan for topographic information, existing and proposed utilities, casements, adjacent land uses, existing development and roadways. REVIEWED FOR COMPLIANCE JUL 1 2 2006 1!�q- COLLEGE,STATIM MEW "Ze ff S "a, CES of • X, ROBERT B. RUTH woo*. k1434_ ,r N. - (P/2/06 Date: 05/05/06 Revisions: 6-2-06 - 1;0R Sheet Number LS 3 Sheet 3 of 1 i Valve #1 ,Valve #2 , 1 - ,\ VB (Refer to02/IR2 �a _ _owns - ... . Y ! Y. Y ! ! ! Y ! R Y ! ! Y Y R R ! Y R R ! i ! !. Y i i Y ! Y Y !. % ! Y^ �!�!� +7t�1� ^i�i�i �i� � �R� �%�R�• � � � � � � � � � � � + .� .� .� r � -. .� .� ._� � �. _ �. .- � - .^.f 'S - .. K � _ .. .. .. ! .,. ... .. ,. _..; .. ,. - - % _ % ! !. % X R Y i ! i ! Y K. ,Y, %. .! ! i ! Y. i Y i !. Y._Y !._R•.�Y••.i�i••eY ! ! Rom! R++Y�Y �� �it�Y�Y� l�Y+ �•r � .r.. - .. .. _. ,. :. ... i ! .... ... R i�Yr+•%.�Y....x�l.,..R, %. .Y+Y�01,.+! �Y�i�7t �%eft 7 ` .a r> cam." ��, E r ,a 1 � -NOT T /% f zs : Sleeve to 2% E, (Drip) NOTE: of the pipe layout are sweeping ell at turn t for exter or mounted I I N Power for „ Valve #3 Dn Tapp n ay p g p Irrigation Controller is to be frunished by Owner. schematic. Lines are to be located controller. Verify location before installation. I I Verify location of power before installation of Controller. i i I A pull -string is to be laced in the sleeve w ww inside planted areas. o> II I liilw at the time of Installation. I IQW IMgationController#1 / IIII Dan _���� �� �� ��� ��� �� �� �� �� �� �� �Ra �� �Rta I IN Refer to 07/IR1 •O• Pna8IS Line (12") Plastic Valve Box Master Valve (SIZE VARIES) (to sprinklers (12") Plastic Valve Box Plastic Ball Valve Plastic Meter Box (IQili Water Meter (SIZE VARIES Compacted Native Soil Undisturbed Native Soil Copper Flow Line From Tap Water 11-III Meter - Flow In ''-`- �--�f Connection (Typ.) alve Box With Cover nish Grade/Top of Mulch lectric Valve: (SIZE VARIES) Lateral Line VC Main Line Pipe Double Check Valve Assembly =III-III=III=III-I I1=III=III=III=III-III-I11= Irrigation Mainline (Install as per City Ordinance #2394.) (SIZE VARIES) L 5" Pea Gravel (for Drainage) Enclosure -As Per City of College Station's Requirements Electric Irrigation Valve 03 Vacuum Breaker Drip Valve Only use Toro 220 (Electric Pressure Regulated) 02 Assembly None FLOWERBED HEAD All Other Valves Use Rainbrid PEB Series NoneRef :None 1 II Pon - U p Scale:None NOTE: INSTALL SPRINKLER MPR PLUS NOZZLES FLOWERBED MEAD (SIZE PER PLAN) AT FINISHED GRADE WHERE REQUIRED TORO S707-12P S APPROVED SACKFILL TURF MEAD Gil Pop -Up MPR PLUS NOZZLES (SIZE PER PLAN) NOTE: INSTALL SPRINKLER AT FINISHED GRADE APPROVED BACKFILL TORO 570Z-(PP SPRINKLER -LATERAL TEE I r ---LATERAL PiPE b II + + 6 0ZToro -57 T 0 Series Spray Sprinkler None None Irrigation Specifications Controller #1 - 5ERVIGE ALLEY (PET SMART) Valve (Volume). (SPRAY) #1 30.0 GPM (33.55 GPM) (SPRAY) #2 35.55 GPM Avg. (DRIP) #3 11.05 GPM (24A7 GPM) Water output not to exceed 50 GPM. and FRONT PARKING LOT Valve (Volume) Max. GPM (6q.15 GPM) (SPRAY) #4 6q.15 GPM Avg, (5PRAY) #5 665.5 GPM (541.06 GPM) (5PRA#6 output not to exceed 70 GPM, NOTE• Controller #1 operates valves from 2 water sources. Install a Master Valve for each water source. Controller #2 - (LINENS-N-THINGS) Valve (Volume) rim. (SPRAY) #1 24.42 GPM (24.42 GPM) (DRIP) #2 3.4 GPM Avg, (SPRAY) #3 Iq,2q GPM (15.70 GPM) Water output not to exceed 50 GPM. Irrigation . Symbol Key III-- Tap (SIZE VARIES) ® Irrigation Controller (07/IRI) ® Vacuum Breaker Assembly (02/IRI) Electric Valve (03/IRI) • Toro 570 Series Irrigation Head - x-l-Toro Drip Emitter Tubing 12" O.G. Emitters IYz' PVC Irrigation Mainline IN ~ z I I O 4 4 ••�.� r+ PVC, Irrigation Pipe (Size Varies) NOTE:, i I Toro Drip Emitter Tubing to be fed by ------4" 5CH 40 PVC Sleeve Under Concrete I 1 p g d a J T fi a a lateral line every 30' (unless otherwise noted) tI;, i r F #i r Phase Un� II ® .:.® .. Phi i � � \\� \ � \ o o. ®,�• \ \.. �\ \ \\�� - a I \ v I \ \ I \ \@ S \ I z. I C I I `i 1\ , I NOTE:II� �� ---- -- Portions of the pipe 1 are \\ 2.5" Mainline schematic. Lines are to be located \\ inside planted areas. to021IR2 I I ��-VBA Refer g� ( ) -�-- 2 5ch 40 PVC Sleeve for Irrigation Wires 2" Tap = I I 06 \ '( 'A DOUBLE DOUBLE DOUBLE �n Toro 570 Series ; Dou \ SLEEVE_ (� �-�� r^ _ SLEEVE_ SLEEVE S /� SHRUB RISER SPRINKLER None None 'Stub Out Mainline _for Phase 3-` - 0 0 0 0 ° (2.5",Mainline)- C� ��c��0��c��1 �o���o�Oc��� ail C�Dontre'.Ahew� Io t T 9 ERAL TEE ERAL PIPE (35 Toro 570 Series Spray Sprinkler None None EL Tc w � SE Z a� Z Note: a Size C Post Conduit for 115v power instal d conductors per local Power and national codes by t� o instal Op 4 514" Electrical Conduit SF ' o Secure to wall with or o appropriate fasteners. N co N Ito of Re SEE Si PEcs for � ---- 0 rn MPR PLUS NOZZLES (SIZE PER PLAN) 4� APPROVED SACKFILL LATERAL TEE I r---LATERAL PIPE ote :���� fer to OIA R I o/// 2.5" Mainline I w w location of each Controller, FRONT RIGHT -SIDE SECTION/ELEVATION SECTION/ELEVATION r LO 0 07 Exterior Metal Cabinet Controller Toro CU5TOi'1 COMMAND None None O LO O Irrigation Specifications tl, C " _0 Materials I. All main lines are to be Schedule 40. 2. All lateral lines are to be class 200. cU 3. All f ittings are to be schedule 40. aa) 4. All wiring is to be 14 gauge. 5. All sleeves to be Schedule 40. 6. Alll electric valves: (Refer to 03ARI) 7. Controllers are to be Toro Custom Command (metal cabinet). 8. All valve boxes (concrete and plastic) Shall remain flush with f inish a grade for a period of one year or will be raised/straightened at no cost to the owner. q. All irrigation components shall carry an unconditional one year guarantee (materials and labor). 10. Installation of all irrigation components shall be approved by CU Landscape Architect, Owner or Owners' Agent before pipes ICU t7 nr� cnvarari .c H. All irrigation ditches shall be backfilled and tamped. L_ 77 777_ Stub Out Mainllne for Phase 3 (2.5" Mainline) b •� ` \S � 8LE O� Irrigation Plan Ref None Scale: 0=30' North Llote: Verify all dimensions before construction. OTEr----- s Portions of the pipe--� -_-_-- - -. -layout are schematic. I Lines are to be located planted areas. > L_ t - , I?1 <t a Valve #6 -' 6g Cry` .Cp �4 '9 y - 2.5" Mainline I i a � PZ - Stub Out Mainline- !.� --Stub ! for Phase 3 06t Lateral Line � for;Phase3-(SIZE_U ORADDITI 0 00.0 00 010 'o J �J _)0 I i i � m I I 0 \ \ ` I I Z. I I I VAN 1.5" Mainline Valve #1 VBA(Refer to021IR2) Valve #2 (Dri) -- - Valve # �..�. 1" Tap c DO BLE - - 5LE'VE �11■■■III M SINGLE SLEEVE (TYP. ) TE: _._..._ e __. Portions of thpipe-- layout are schematic. Lines are to be located inside planted -areas:-.__._. _7-11 _-- I i U ViEWED FOR ;OINAPWANCE I JUL 1 2 2006 COLLEGE STATION 00000OpO ............0 47 1Y :•• •O:1�t o00 p xY :... t.1A 0 ROBERT--------------- B. RUTH 0 • 1434 QO � •i VO'92 •'•:QFGISTEA�O 0� Q��O• • OQ000 6/25/05 N �N to n � NQI U) X (0 cc RQVM�O� a 0NMa0) Y. tti Date: 03/14/05 Revisions: 05-15-05 - JMR 6-2$-05 - RBR lIli Sheet Number Sheet 2 of 2