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Gateway Center Phase 2a
i ::::.: ., ... IIA., _u ,. .. VV Y P E "T LU Ui AIN ADU'h'ITIOIN TO ArY ArJr I i 9 '.-.• W z Owner 4 W Delmar Baronhead 1, LTD= Index Of Drawings 4645 N. Central Expressway,Suite 200 Ci COVER SHEET k Dallas Texas 75205 C2 PLAT fa: North 0 SITE PLAN (214)219-5600 C4 PAVING PLAN .. D Contact: Chou Patterson F� C5 GRADING PLAN .. Cb DRAINAGE AREA MAP 5 C7 STORM SEWER PLAN C8 STORM SEWER PROFILE Ro E n i In e e r 0 PRJE� C9 'WATER/SANITARY SEWER PLAN & PROHLE o 7 C10 EROSION CONTROL PLAN Brockette Davis Drake 't1 U � •d C11 DETAILS 1 ■ k 4�1 . Central Expressway, Suite 11Q® A���Cl2 DETAILS 2VICINITY MAP ��. 5 ° Dallas, Texas 75204 NTS HF=VI� D FO COMPLIANCE CITY OF COLLEGE STATION STD. DETAILS T SEP 1 3 2006y sHTs. w1, w21 w31 w41 s11 s21 s31 s4 (214) 824-3647 REME ED FOR ° 5 COMPLIANCE COLLEGE STA-nON LS3 LANDSCAPE PLAN (214)824-7064(Fax)ENC9�tEERI4 sEP 1 3 z006 � IR1 IRRIGATION PLAN COLLEGE SIATIUN a Contact: Jim Riley,P.E.MA 0 0 0 0 4 O N• - u � JAMES A. RiLfY /U\ �mb .................... 73231 P •'�,. �� 3 E r k^ , 0 1 9 / / + f /� //• �', --__---- - �_-•-_-r,-_,--_--.-•-- �_•-- -,---- _�„...;.�-,r�s_ :.cam :z ..� :.a .,, ,�.-Tom., �1 1 1 LOT 9. BLOCK 1 y ," ', 1 1 t l 1 1( 1 I 1 1 t 1 "'1^ �� / / / �• `` /� ' r 1 , , 1 1 1 1 , , 1 t , , , , 1 t , 1 ( , ) t 1 1 1 , 1 t r , , 1 1 1 1 , , , , , 1 , 1 1 1 --f +•____ --- DETENTION POND •- '�. L. L(�98, PG. 262- -- -- -- • I L__i_i------_J...A__A_J-_-J-J.J.._I.J_..t..___-i_�--b..�.--�__V-..►�._A__►iw Mw �+�•�•iwi►wwf�_rZ•+�i. Z�___'•ii�ii.•��� L.�+•�",.�w-�_Z w�i: � �w4_••�..•r_- ari wlMwnl. - 1 , t T�ii / . 1 ' �0' PUBLIC UTILITY EASEM --i 0►0 YEAR �. �, I� / r n (� , ` i CK 1� _ PER YOL 36_63, ,PG. 313 FLOODPLAN 1���74 -1 L-------- ---------f-I ----- -f t--------r ��� - ---- ► l---J L-- _--•f-t--------r 1--------1 r-I'L--------r L---V► r L-------T 1 -� r '- , { SANITARY SEWER MANHOLE y�^�'' 20' PUBLIC UTILITY EASEMENT i �� +� w/►a��+� 1PERPVOL 5A09. FGa 7UBLIC UTILITY EASEMENT ?t ' I t / 0 TI 1/ram O14 TOP FLY261 92072.20 PER 5809/70-71 ■.ii7 s�11�,IR7l�i►K7 TELEPHONE VAULT +�, 1✓✓✓ 4_J 20 WIDE SLOPE EASEMENT L_J , TELEPHONE--/ / nt 'l '--^-----"---- ------- / l lZ' IRON 1 VOL, OP � i 00, / ♦ ROD FOUND �+� i -- ----' --- - ' '------- ---- VOL-4874.- --- ----_------------- --- VAULT `�----------- - / / // r4a 15=--BUILOIN6 SETBACK _ -_ ^- ♦_ / WITH CAA ,_ Tom, _.._�_c_ - _ ._`s� :4- / �-- j�.._ �'f A► , 1 VARIABLE WIDTH PUBLIC / - - _ - _ _ -_row gyp' -- -_ _ __- ----- - _ y __� _ .. , ?� ?' . f-- 'J_ __ :s �1 'Ad�/�. -FW { + i k 5/0' IRON ROD FOUND UTILITYEASEMENT / _. _ 44 . ,,pper� !�• Q aM' •G-- 114.23 ^,' « ... nlr•11.� 28 �` 7 .T-c-' `� US. 5 4939 �072' VOL 4998, PG 62 ND WITH F,�C/ Roo FOUND $ 41 53 45 . f• 3.3 �> > -� _� •- ...._ ..-.. _ ..-- -► .._ .... ,.\ �\ ri .. � , _ ��--.....,�•r - '4.� STORM 'SEWER MANHOLE > _..ten.►e._ "-r r .c �!-_......__ 1 "_ /2" IRON - - - _ _ __ - N y FL 3s'?26z84 20' WIDE euc '� _ _ ' - ~- --, �= . / L ; , - _ _►-- I tyM _ �� �•� 1 SANITARY SEWER MANH LE �LIN �EI� cfl� <O'3- _ r. \ \ 1 TOP:281.21 p ..�.�.�.....+. .I' ^----SIWITARY SEWER 1dANH0 '\ i N)). �� 1 1 VOL. 49 , PG - \ = SCALE: 1 -60' a Ol t� 5 W-272.31 ry TOP•275.35 �. �\ N �,t>A f ` / ... "'" 1 1 ♦ ' r, H► �M�'M �: T W SANITARY SEWER LINE FL W-263.08 6" s j OF FIRE HYDRMT STORM SEWER VMHOLE ,; �¢Y ; ELE1/: 28fi.48 STORM SEWER GRATE / TOP+281.02 �; . ?7 `' .. • l�i�� TOPw271.79 FL 12" OUT-2 `8.3z ti a'. 1 r N 49' 15 12 E^� 143.52 / �' fL 36' OUT-26k\4 C, t 4 136' STORM / 1 ;I 1 g SEWER LINE 1 FL 8" PVC = 278.47 i Y r i _ t o �' l i 1l r i ; LOT 11 BLOCK 1 I '� STORM SEWER MANHOLE i qA� ��C b 1 V+G �ii TOP=280.85 • FL 12" IN-277.23 926 THE GATENAY, PHASE 1 i41 *FIRE LANE" �-�'' `{ / N �' i REPLAT } ppp Bice t 1 ��' �rra�tiFtt A I F 1 g:a „s} LOT 12 _ ,_j VOL j ♦ Q? { 1 / prkrl�euos !/Z' IRON �i Q ��' t . ROD 5CT , LOT AR w ti , 1 one BLOCK 1 � , �" PHASE 1 + J' 1�1/ L111� 4,e K 1 � ,�; (y k • , ', _ ~�Y 1.661 ACRES �, aQ J q d /� 1/2' IRON i �w.T1 ACRES ROD 5ETs� VARIA$LE WIDTH PRIVATE 1 \, i k r' N�`-- 284•--� is off' 100 YEAR 0.8 ACRE ACCESEASEMENT .c Fy v i VOL 5779, PG. 186 1 1 p r �--- STORM SEWER GRATE �.'� `~`�_ " "1 , .. , ` STORM SEWER MANHOLE �, f LOODPLAIN 2,6 `'' *FIRE LANE" 283 1 s; SIGN 1 /r IRON - . : ?/'".r•-' 2c`�.3-._.._...... %�3G-.._..._.... „S t { S. 49'15'fY� 1 5. U0 761------ 1 1 h;•,e+" '�d''. ROD SE7 !; �' L„a ,�----.....__-.._ '28•J----•_.,,_ 28.'-----.--.-'- i'-�...,. 7e . { ..✓:f.;��TiC't�4i�!. Cj% i `Irr•rl{5i"•--,.•..._.-_...___...._.. _.. 1 � )� � M./ JI,OT2�1, BLOCK 1 6.207 ACRES T 9 GATEWAYs PHASE 3 V%-,0472, Hai. 73 N 4$" 04 07'1W SIGN C 30" RCP, a 284.99 1 // ; / "�"Zee ✓/ �/ � s` �, ��-•----•--� Ear; -- •-•-_._. STORM SEWER MANHOLE : CONCR / ' TOP•29D.79 D4MPSTE(2 FL24" IN-286.69 f )i bs� .w OUT-285.86�^�.` CONCRtTt ,� `J\ ill ,3 `` ''''' � } - it •' _,,_ � •92--;. 't"•+;.�'`•'_ , r__,=-. ...: ,.. .. .. -.-- '` FL 12"-2$$..117/ `�..�.._,_.."'�'.•,. ?�tQS'���`��__^• _"^-,•.�� `a..�` `"- z• �itL1y �_,'nELF,� �,� i L , s' _I.l a� � �r �L, �-.�-.'�=1Y�_..-_._..-..` �... `.'i/ ""�-.��`1 .��h'fjs f Yr._.tft.' •; 1k %t / v �iii i +, �� ' ! :�s ` -�?� ,jy %ar �'•r�.� '�.,`` \`�`r�\.,,,- a9 er 11 ly ` (+ /A I / �(/n._ ji?p� �.- r. I'"?�r'.4 �'' 3j� �'"C 1 t,� ^~`" 1��ti,.,,_� ,�,5�r�'�---� '_•�-"��. SEWER MANHOLE cIrk' ` TOPw295 7&- o Z?�'�!ai FL 12 ;:291 88 J F 54WARY 'SEWER )"No Vi C nth i �,� •' • COUli lni 09pA�N • i' LOT 8, BLOCK 1 ' 2.086 ACRES ~ REPLAT OF �' 4 ® GATEWAY SUBDIVISION. PHASE L/ �`., 20• VOL. 6372, PG. 139 • SANITARY SEWER MANHOLE 0 SANITARY SEWER LINE STORM SEWER MANHOLE STORM SEWER LINE '-'-' iT TELEPHONE PEDESTAL 0 TELEPHONE LINE T TELEVISION PEDESTAL TELEVISION CABLE -` WATER METER a WATER LINE WATER VALVE FIRE HYDRANT OVERHEAD ELECT. LINE E POWER POLE • �Af r�,'V4t( `D s �R• ,fir,}� LOT 7. BLOCK 1 1.46 ACRES o THE GATEWAY0 PHASE 1 i' VOL. 4W, K. 313 b t bj \\ \ tJ \ BENCH K: SQUARE CUT IN Q.C. ELEV: 286.48 A s '\ "x' IN 'X" 5=7 W CONCRETt ATE LOT 6.. BLOCK 1 1 sroRM SEWER MANHOLE THE GATEWAY. PHASE 1 TOP-283.07 VQL. 3663. PG. 313 • COULD NOT OPEN • 1/2* jRoN 1 / LOT 5 6 BLOCK 1 1/r txDrr ACRES THE GATEWAY. PWE 1 Roa SET (/ REPLAT VOL 4998, PG. 262 � e ROD SET OREIJ%�O""IWAL P TOP�277.74 FL 36' INw267.64 WEW269 FL 36" OUT-267.09 s 9 1 d�l`'sa "'f1`ffr'--------------------------- ------------------------------------- --- PUBLIC UTILITY �-- `---------- - z t, VOL. 4998, PG. 262 �- t ) WATER VALVES ` 1 �36' WIDE �•�.". `�♦ 1 LOT 11. BLOCK 1 11.323 ACRES / LYAD PL11c 4 TACK 5ET IN CONCRETE DRIVE A, 4 15. PR VATEAZCESS _ PUBLIC 99S EA pG_282 8kt Nzt tl� `� pRNATl1 ALCfSS --- - -� pU0' - BUC PG, sy fitit'��3;w,'7C' Stt IN VARIABLE WIDTH PRIVATE ACCESS 4c PUBLIC UALITI' EASEMENT 0 �• ®� ' cl - • VOL 4998, Pc. 262 19 Fitt K� 4f1.� A t 'V�< C,►� LOT 2R, BLOCK 1 3 �yts': Cn 3.39 ACRES 5tT IN CONCTE PULI& BC Umftr A ". ..k F l S i f •. � L..JL4" r _ VOL 3663. PG. 313 X SANITARY SEWER MANHOLE TOP-279.51 FL 6" PVC IN-270.01 s { r TIN FL 8" PVC OUT-268.31 -- - '---'''-- r� ;��r��•` 1 CONCRETE �-`-_'_'- - ---•--..-._ - €p 1 N ► { I D. Pusuc UTILITY A. NT VOL.. 3730. PPG. 2774� tog sa r 1 rq lUv1 L-4 g LOT 4R. BLOCK 1 iz3�$ 1.84 ACRES � 1••-r W 1 dust? : 1 I I TT k r 15' PUBLIC i SEW 1LiTi EAi NI i ��N 1 W1 3758. PG. zn .' "IC SET IN '"'-- CON=TE Bk Vol Pg D00892189 OR 6693 211 NOTES: 1. BASIS OF BEARINGS IS THE REESTABLISHED SOUTHWEST LINE OF LOT 1A - 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 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. 48041CO142C. REVISED PER LOMR'S ISSUED ON SEPTEMBER 19, 2000 ,kND OCTOBER 30, 2003. 3. THIS SURVEY -WAS CONDUCTED WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE. LIMITED DEED RESEARCH WAS CONDUCTED TO DETERMINE APPUCA8LE 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. 1 #4Lf TA&E LJNE REAR/NG DlS1ANCE L 1 S33'53'03 £ 27.87' L2 S68'09'56 •kW 32 72' L3 S.33*53'03 If 237.95' L4 S55'04'60W 27.60' L5 VJ5* 38 *571Y1 82.57' L5 N37'16102"W 68.16' L7 N38 20 S3'w 74.50' L8 N70'19'59'w 32.66' L9 N4155'53 "E 7.51 ' L 10 N48.5556"W 53.57' L 11 N4155?67 60.77' CURW TIA&C. CURVE LENGTH RADIUS D4TA CHORD BEARA6 C1 161.38, 373.001 24'4720" N 32'40 58•W-160. 12' C2 112- 48' 225.00' 28:3838 ` N 34 :36'37"W-111.32' C3 15? 71 ' 275. 00' 310491030 N 33701 '24W-150. 76' UPI LT OF LOT I A (12.741 E$) LOT 12 0.661 ACRES), p'±± LOCK 1 4itYM.AY SUIVI11 ASS i VOL, 6372, PIG, 139 14.40 ACRES RICHARD CARTER SURVEY, A-8 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=60' MAY, 2005 SHEET 1 OF 2 PREPARED BY. `"-KUNO E"WEERING k SURVEYING - 4101 TEXAS AV. + P.O. BOX 4234 +'-BRYAN.TEXAS + PH.979/846-6212 / ` • �/ / �' �'_�__-___"-'__r_.�-.�-__.v_�._,-•,+,-_t.____T_y-_r-w...._r ..r .._..�-.�..__r-�.-_-_ _r.. ..�_ _ - _�- - - -r-- -- 3:.�-�L� / / ,i�i---i i i i i i i i i i i it 1 i i i /�� �� / . 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 t 1 1 1 1, r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1, 1 1 1 1 1 IL_ • / , ,' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 / i L_-,•-•-__-_-_.,_y_i__-_...1�-dd_-__..---_.._�-__,_-►...__s-+..__r.-�,... T;I.w��T-C'�7.:�.:t�-�T��T.I:► ��-T-T7 �'=--C-T' +...J _ i -___-- - 1 i 00 YEAR _ 120' Puauc unuTY EASEMENT- / f �.DFF �� ,LOT PER VOL. 3663, PG. 313 FLOODPL� N �274 _1 1-------I 1--------r 1-------� r_1 �-------I '•-�----Z -- ---r_1•--------r T---------r-L-------I r- r i- --J'1---�►----1--------� 1 TTr/�Y ����� 2 15' Puel,Ic unurr EASEULNT P-PC20' PUBLIC UTILITY EASEMENT t 1 t PER VOL. Will. s. 70-71 PER 5W*/70-71 1► T ACRES i i 1 r 52 _ i, " t _ t ZO' wu)F SLOPE EASEMENT � _: , r 1 �� R00 FOUND L , 04.. 1 �`'�e 7 0- 1 VOL 4R74. PG. 299 \` ' j � 322 WITH CAP 15�BUIU)ING SETBACK __ __ _... __------------------_---_ ---_--__--- --- --.._ ----__ -- 1-- ' �r r- ___ N 4V 15'1,*'i'o►707.18' - / .1.... �. w. IIA1► wF OR w. ...1. .`� i /r IRON 114. �4 5% 1 /RroD S"N 85 �� ROD FOUND S 41 5 l / - --- ----------------------------------------------------------------------- ---------------- ---- t L / / � ' / t/Z. IRON ------------------ -------------- - - - - --- ^rz:, -- ' 93.74' - 5/8' IRON ROD ' RAO 5tT 2D' WIDE PUBLIC `.0 FOUND 1JITl1 CAP UTILITY EASEMENT CA Vol-498$. P(+. 262 Sol [,C11. : ; 20 WIDE PUBLIC 20' WOE PUBLIC UTILITY EASEMENT UTILITY EASEMENT i ; I 20' WIDE PUBLIC io 1 N UTILITY EASEMENT 1 1 ; 1/Z* 5eTl P.O.B. -- 15' WIDEROD O PUBLIC UTILITY t i .-- , EASEMENT i J y p p LOT 1 I'Ai`tf►- 1 ;� l / \ i i N 19'04' 17 "E b LOT 9. BLOCK 1 DETENTION POND VOL 4998, PG. 262 -- l IRON j/ ROD 5tT -►--- ------------------------------------------------------ -- VARIABLE WIDTH Pueuc 5/ir IRON ROD FOUND EASEMENT 8R5-, 5 44.40'39"1-0.7Z' VOL998, PG. 262 LOT 111 BLOCK 1 i 1.= AC43ES THE GATEWAY, PHASE 1 REPLAT VOL. 499 % PG. 262 / ' 1 1/Z' IRON r kx ° •� i i `� 01 VARIABLE WIDTH PRIVATE ACCESS EASEMENT •C• C14 100 YEAR O.B2 ACRE 35,865 sq.ft. ' '` t t'+A. • ' \ VOL 5778, PG. 186 . i az I FLOODPWN rV,W 1 /r IRON ROD 5ZT 20.EiATXT 1; t �OT 1, >SLOCK 16.t t 1 t 207 ACRES 1 1 1 1 THE GATEWAY, PHASE 3 1 1 � X* 511T IN CONCRtTt 44, f �q Ice LOT 8, BLOCK 1 2.086 ACRES REPLAT OF v' 3 GATEWAY SUBDIVISION, PHASE 1 VOL. 6372, PG. 130 LINE T. LINE 8£AR#VG DISTANCE if S33'53'03"E 27.87' L2 568'09 56'W 32.72' 13 S33'53'03 "E 237 95' 14 S55104 50'W 27.60' 15 N35'38'57"W 82.57' L6 N37'161021Y 63.16' L7 N38'2053"W 74.50' 18 N70'1959 W 32.66' L9 N4155'530E 7.51' L 10 N48'55561W 53.57' L 11 N4155 261E 60.77' CURVE TA," CURVE LENGTH RADIUS DELTA Cl 161.38' 373.00' 24*4720" C2 112.48' 225.00' 28',3838" C3 152.71 ' 275.00' 31'4903" f 141V ��%'f oval F1 15' WIDE PUI3UC ' , 1 LIE' T4JTY EASEMENT to \ , Q.34 ACRE 1 1 c, L 3 , .T!*.+.r .*n•r .+,c r-r R4"'l +�t�.•,r,. +e ... .arc •e+-,. ,r. r. �•ts 97777,-rM 7•.��. �.y, ._Te' ----------------- - - --- - -- -- --- - - -- --- ..?, F.ur,:t�- .:t'Y �r 'i^7...t 1 :�cSS, 1��i'.{ nh.-�;` - - - "•' --- - --- --- y __-••-__'-___---- -�_ --__ - _--_-••_- -.. - _ .�.�..-_- i; "�f;+:L,r� r.�:�iry�r'f-, s•f •-t ;,•.�i?C�ti .F.,.• y. s\ ,,rr � -ti .i ,�-x;ir� �.t. r - J-- L23 L19 r'- L15 10' Pueuc UTILITY }»'° EASFWENT \ 1.21 1 L17 VOL 4998. PG. 262 \ LOT 1 AR -- 2 1 \ h 2.62 ACRES \ , / ' 1 Jr50' ; LOT 11. BLOCK 1 / S 11.323 ACRES / 1 � b 1 O ; � a t 1 ' w ; 1 / 1 IRAD PLUG & 1 TACK 5tT IN \ CONCetTe ORIVe L&D PLUG, & '��•` ; 4► TACK 5tT IN "X' 5tT IN `, CONCReTE DRNt It S 49'16'41 W-15a49' &YC , IkIE: ACCESS p , _ '; CA `� PUBLIC N�SY PG�26_2_T ' - - - - r 2 PUBLICILITY PG• 313 Vol- 1 - S 'k' 5tT IN '"�'r Q� •�. _ +�1,. �,t + �aNCRtTt VARIABLE WIDTH 1 PRIVATE ACCESS do cV 1 ,1 pi ! �'�� t PUBLIC UTILITY 4 EASEMENT LOT 7, BLOCK 1 1 ... VOL 4998, RC. 262��� ;J 1.46 ACHES 1 w g,c `Q' i �' O THE GATEWAY PHASE 1 ' 1110L 303, PG. 313 '� � .} N �►' �' ;' f ```� a �"�`" LOT 2R, BLOCK 1 3.39 ACRES ? '► 'X' 5tT IN ! w COt"t% 30' PRIVATE ACCESS • X, ! ' X 5tT INWE&SE ENT0.JN ! CON=Tt Ii CaNCR[ir VOL 3853. PG. 313 �- LOT 6. BLOCK i ` THE GATEWAY. PHASE 1 - VOL. 3663, PG. 313 1/Z• IRON `r-- ------------------------ ROD 5Q ; •X'-5tT IN ; CONCRtTt r\ 1 / LOT '5A, BLOCK 1 1/r _� to' PUBLIMENT C UTILITY 1.106 ACRES Wo � S 'I VOL. 377555, PG. 277 THE GATEWAY. PIiASE 1 REPLAT VOL. 4998. PG. 262 ` n LOT 4R, BLOCK 1 / NOTES: �` / 1/z• ;Q 1.84 ACRES R00 f a 1. BASIS OF BEARINGS IS THE REESTABLISHED SOUTHWEST LINE OF 1 / LOT 1A - 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 i RECORDED IN VOL. 499$. PG. 262 WITH A RECORD BEARING OF N 4S'03'22'W 2. A PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE 100 1 ` ' " - 1�r . _ _ _ �r yoL 3 sE ` YEAR FLOODPLAIN ACCORDING TO THE FLOCO INSURANCE RATE MAP FOR BRA, OS C(�UNT1( AND INCORPORATED gfiF.AS, COMMUNITY NO. 'Roa �t�'1 , ';-' ' `- -- - � ,• 4VO84, PANEL NO. 0142C, MAP NO. 48041 CO142C. REVISED PER LQMR'S ISSUED ON SEPTEMBER 19, 2000 AND OCTOBER 30, 2003. 44 3. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE. LIMITED DEED KSEARCH WAS ""`--- CONDU,GTED TO DETERMINE APPLIC PLE EASEMENTS. 'X' 5eT IN CoNFRtTr_ CHORD~ 4. BUILDING SETBACKS SNALL BE THE MINIMUM ALLOWABLE BY CITYaC �* N 32.40'S8'WN160: r2' ORDINANCE' THIS TRACT IS SUWECT TO THE UNIVERSITY OVERLAY III�f DISTRICT REQUIREMENT, i.e. 40 FRONT SETOACK AND 20 PAhKING N 34 :J6 37'WN 111.32' SET- WK. N 3,T'0124 VN 150.74�' tREPLAI OWNER'S ACKNOWLEDGMENTS AND DEDICATIONS STATE OF TEXAS COUNTY of BRAZOS p E �.M�>R. gA1tc►.v KI�,A�1 � L.T.O We, Owners and Developers of 14.40 Acres and designotad 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, arozos 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. b y Z L m A Q !3 A R-a'I1v1 F„A0 G P*V /J Frank Mihalopoulos-E'.,?r STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Frank Mihalopoulos, 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 1_ day of _ 2005. � v _ Notary Public in and for the State of Texas _ SCN� S �K,I,IIIN„ VAEILO CI"ll 7. c��� , ux Printed Name: e nApril 17. 8 My Commission Expires: ihq '00 APP OVAL OF THE P NI Q ZONING COMMISSIQ{J 1. �(----------- Chairman of the Planningand Zoning Commission of the City of College�S�tion, Texas, hereby certify that the _attached plat waduly approved by the Commission on the day of C9.; Chairman of the Planning & oning Commission City of College Station, Texas APPROVAL OF THE CITY ENGINEER I. City 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 0 CERTIFICATE OF SURVEYOR I. S. M. ;ding, Registered Professional Land Surveyor No. 2003, in the State of Texas, hereby comity 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 encrocrhrnents, conflicts or protrusions, except as shown hereon. >r. M - � o Kling, R.P.L.S. No. _ IL S.M. KLING. 2t?03 CERTIFICATE OF THE COUNTY CLERK STATE OF TEXAS COUNTY OF BRAZOS "9yD F f S S 1 vo I, Karen McQueen, County Clerk, in and for said county, do here certify that this plat authentication was filed for record in my office the 2, 7 day of - M V_ _ 2005. in the Official Records of Brazos County, Texas, in Volume .a iQ 513-. Page -Z-1 LZIZ. Karen McQueen, County Clerk, Brazos County, Texas ��jj .1t:Q' ) �6 ,^ /�� TY 15' PU&X UT/u7Y P�iJK.fL V /KI! ! &d CC '' C 1L w U �I� � 497 M CLN�ttIE LENG7N &' lr4rHi��%i• TA CHORD BL4RAAG l,INE BfA 4W DISTANCE C4 8.70' 245.00' 2.02'01 " N 47'54'551 -8. Z0' 04 S40'4422 t 22.&9' !_35 S49'15'381W 20.00' 06 N40'44221V 22.89' LJ7 S40'4422 E 44.84' 1 38 S49'15'38/V 20.00' t39 N40'44 22V 44.84' 15' PUBLIC U77L/7Y REPLAT OF LIVE BE4RING DISTANCE L12 L13 N68'10'491£ N49'16'06"E 375.94' 541-27' 0"T I Ai" (12.741ti+�7CRES) L 14 S40.44 43 E 15.00' L 15 S49' 16 06'W 74.33' & 416 L 1 1-7S49'14'l5'W S40'44100 E 1.0' 15.00' LOT 12 . `1 .661 ACRES)) L18 L 19 AF40"44100'W S49'16 06'W 16.06' 255.00' BLOCK L20 L21 S40''E S49'144'15151f' 1.0' 15.00' GATEWAY SUBDIVISION L22 L23 N4044 00'1Y S49'16 06 W 16.05' 184.45' ����� L24 S68'10'491i' 63.71' L25 S21*49201£ 14.53' VOL. 6372, PG. 139 53 L27 N�49 20 "W 14. 3' 1 4. 4--0 ACRES L28 S68'10'49-W'201E 214.54' RICHARD CARTER SURVEY, A--8 L29 S21'4920"E 14.54' L30 S68.11'43'W 1500, COLLEGE STATION, BRAZOS COUNTY, TEXAS L31 N21'49201f' 14.54' L32 S68'10'49'W 36.42' SCALE: 1 "=60' MAY, 2005 L33 N48'55 561V 8 08' SHEET 2 OF 2 PREPARED BY: KLING ENGNrEERWG & SURVEYING 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + Pti.979/846-6212 c, "40 a�°'a d C-4 OMrUi q) 0 Pa U 0 cn�°o 10 `' p.2 O CM U 4z O 41 r.MA -. o� U�., OE- r_ #3 BAR 6" LUBRICATED SMOOTH SEPARATE POUR I' #4 DOWEL BAR ON 36" I C1RS. DOWEL BAR TO BE DRILLEDINTO FULLY CURED PAVEMENT EXTEND REINFORCED 30 DIA. '� LOT 1, BLOCK 1 I I: BEYOND PAVEMENT THE GATEWAY PHASE 2 ] VOL. 5809, PG. 70-71 EX. 20 SLOPE EASEMENT f - rI E . '20', PUBLIC I 4974, PG. 289 E 15' PUBLIC �`"` TILITY ENT lIG ON ZONED: R4 UTILI�EASEMENT-----1 + M .SET _ . _ ,� ._ _v.. .5cj E REMOVABLE CURB DETAIL ] 2 •Zg" W "N 49'15'12" E - 707.t8' I 35 N.T.S. 1 — '� E— EE t t NOTE: ___ — _ Rii—_ — 1. REMOVABLE CURB TO BE CONSTRUCTED I = - WWM 0 m $ — — AT THE DIRECTION OF THE OWNER. c� IM =28 . —1 m � I WWMH 2 FL 8263.09 \_ 76.20 FL 8"=2� 1 I I— UTILITY EASEMENT I COMP TOR PIPE TWO%Sl ± FDIC REMOVABLE CURB CMP TOR _*r# SEEN R-275.0 I L� -152.71' I I ►- 4, A I AREAS $ CID\ �.w. a -a EX. 20' UTILITY�1 - JJYI'24'WI I ry I I .�. T 2N N w <r cv M LOT 1AR-2 co If) I I I �t ! 1 .V I I �...._. �_ 1 3 M 61 ACRES I LL ~ r Z Z w � r � z? • I THIS w w I I I SEE DETAIL SLd ZONED . C1 � rr w w WATER D SEWFR FIXTURES SHEET Z DIr I I 37.0 WATER FIXTURE UNITS — 26 GPM FF= 285.00 I I r Q x FF-283.00 Q X FF=281.00 s FF=285.00 54.0 SEWER FIXTURE UNITS = 55.4 15,051 SF. w 22,861 Sq. Ft. z W W 28,197 Sq. Ft I RETAIL 20,300 Sq. Ft. a 3 < 3 N I �•ii248' / r _ AI h RETAIL o RETAIL .I , RETAIL ,; �� \ m °° EX. VARIABLE WIDTH I I t' BFR BFR BFR �' \ \ \ \ v ,` FDC PRIVATE ACCESS I w \ \ / EASEMENT "C" I ] 4~ :...,... tea'` . \3•Q �3 VOL. 5779, PG. 186 I I % I.. : il��lll� — I�I�Illil IIIIIIII--�--n- _ iiLi Li rIl I I I REMOVABLE CURB:.. "� \ \ \ \ 4` ® 9• _ _ ZONED: CI-OV I I / / \ \ \ \ > ._ — bL L b E VAN —• y!— \ YPN 61 PE LOT 1, BLOCK 1 I ----------- --— — — — — — — — — — -- ------ — / \ -- GATEWAY PHASE 3 I / r _ \\ \ IREL�CNE OL. 6372, PG. 139 q�— — — — — — — — — — EX _ — — — — — — — — — — — --- -- , LOT 9. BLOCK EX. DETENTION POND VOL. 4998, PG. 262 I. ws 1 Water . - - . - - - - .. •Exist 8' W. W. • ' rr WMH— — _} I RIM=272.20 LEX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT 171 I I I I I I I Existing THE HOME DEPOT wI _ BLOCK 1 I _ J LOT 11, 7 I THE GATEWAY PHASE 1 ] VOL. 4998, PG. 262 EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT a ZONED: C1 I ' 1OOYR. I LOOD �EX. 10' BLIC 11 ' 00 LW _ -FA 0o n �. TIUTY E SE ENT ] n � � N f- F 2 741- C ES _, 0 �1 Lij 0) Q rn — ] , N 3 X E _ ZO D" ?3• X `C' Q e �° Q W Q Q X T — f _ Ln D-24'47'20' r. �„ _ cn cn cn N U) U_ cn cn M l 3 — �\ t1-161.38' I r o 00 00 — — R-373.0111N N N N N N N CH-N32'40'5rW M1 _ Acl 1! N i �-- I — — — — IL�j I '\ 1 a REMOVABLE CURB �� EX. N 49'14'25r �( \S' W FIRELANE 31.50' N 48 67' \. �s jgq�k r .� LOT 1 ,BLOCK 1 �\ I }. I - I W I - to \\ aUe�/CAR/q&' \ ,` Q Q Q •- Q Q r�[iry ary 24 V) d V) �' U) ` PAVEMENT---- pc jag FMEN V ` \ �� / 0° °° 00 00 •00 0000 — WWM a ' z — ;y� S 4915 00 W — 158.49 EXISTI G TAIL 3 S ry1= - ;� -Reta Tr ct A ®-� �0' / ' Nr 2 r _ . k _... s4� 4g 35 5'OWW P EASE 7D • . r \ EX. 15' PRIVATE ACCESS & I •I eONE : CI-OV S31'03-36 r — /' �ATfW gar / 28 PARKING SPACES TO BE x. 3 Arsve eto �� l vq \ I •� • 6eo,�S/ C!f / DEDICATED TO WINGS &MORE�qcC- 3� PON, P �Q� / RESTAURANT PER AGREEMENT 2 9 ASF 1 �� l/ f � �3 w/ OWNER. ®®� � � l l l � Ek P s \ �S S` \ � � •x:, /� � , ,... � �\ \ I 0' P IV TE A C SS & P B C TI I A EMENT EX. PAVEMENT f' P l / m wQ \\ : r a I EX. VARIABLE WIDTH ® A / Q ONED : - V T 0 / r ® VEM l �o, HF \ t'f cl ATE ACCU—W rflyAetOCk \` J G {C UTILI PHA pc SF PG 3j f r / DUMPSTER ENCLOSURE PLAN N.T.S. CANE BOLT N b CLOSED SATE TIE TYP. (V 5TL. TUBE YP. - TYP. 5TL. FRAME 6ATE TS Wx8'xl/4', 6ALV D JAMB POST, CLOSE TOP W/ 5TL. PLATE, PAINT - ET,18ED INTO CONC. FOOTING - RE: STRUCT 5TL.. BOLLARD - dJ TYP. QPOUR (4) HEAVY DUTY PIVOTS PER &ATE LEAF 1 LOT R & 4R, BL.00 1 THE ATEWAY PH SE 1 PG. 27 ®+ \ E ACCESS P EASEM NT 17/F r $A ♦ VOL 36 3 PG. 313 OCc4s�wA pCk 's \ 33; X WWMH HgSE 1 2�8`�� "(179_20.01 'FL 8"( T)=2681 — — Z : cr-OV I �w R' w I EX, gUlCr7 N iN 3 0.rrlzi EX- BUILDING e to \ `'' M I M ZONED: C1.OV 6"xb'xl/4. 6ALV. STL. PLA \ CORNER STIFFENERS FLUSH PV INSIDE OORNIL LET FACE - EA.. coRw3z - TYP. DIA6ONA _ W BRACING - \ \ 2'x2"x3/8' ANGLE BRACE WELDED TO CHANNEL FRAME b CORNER GUSSETScoo 0 ` n ---- _ NOTE5: I. ALL STEEL TO BE HOT -DIP 6ALVV. 4 (3) COAT PAINTED 2. SEE PLAN FOR BOLLARD LOCATIONS AROUND DUMPrTER DUMPSTER ENCLOSURE ELEVEATION N.T.S. JAMB POSTS BASE W/ MIN (2) 1/2'x4' 5nV ANGHOR5 HEAVY DUTY 5/5% CANE BOLTS BOTH LEAFS - WELD TO STL. FRAME b PROVIDE HOLES IN CONC. W/ 57L. SLEEVES AT POINTS OF INSERT - 4 LOCATIONS (2 CLOSED b 2 FULL OPEN POSITIONS) SEE PLAN i .i 9 r_mom _ Scale Factor: 1 "=60' �: It I.S1-m CEPITIFICAM ED REQUIRED E# +1' 13 +2' El +3' 4/NOT REQUIRED 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 Cm mm - 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. 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. SQ. FT. 86,409 S.F. REQUIRED PARKING 346 SPACES PARKING PROVIDED 346 SPACES REVIEWED FOR COMPLIANCE SEP l 3 2006g..= COLLEGE 81 A NUN DEIIEXLQ�'°1�J1 LIi 1 SEMMES SITE PLAN F WIUVIFED FOR 00111rPL IAN $EP 13 2006 COLLEGE STATION ENGINE "IIING GATEWAY CENTER PHASE 2a LOT 1AR (12741 ACRES) & LOT 12 (1.661 ACRES), BLOCK 1 GATEWAY SUBDIVISION VOL 6372, PC 139 SITUATED IN THE RICHARD CARTER SURVEY,A-8 CITY OF COLLEGE STATION , BRAZOS COUNTY, TEXAS SHEET 3 OF 12 OWNER ENGINEER Delmar Baronhead 1, 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: August 28, 2006 Job No. C06078 v3 1 W 4 LOT 1, BLOCK 1 aFL l THE GATEWAY PHASE 2 \ _ 6 ;. PUBLIC VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT�-- E71L T 'EASEMENT .ILVOL. 4974, PG. 289 EX. 5' PUBLIC ,i w `) -- — UTILIT EASEMENT----� 1 Exist' Water — — — — — — — — — — — — — — --[EX. —— — — — — — — --- — — — — — — — — — — — — — — Exist 8" W. W. WWMH } i J 36-I RIM=272.20 L EX. VARIABLE WIDTH I "r R EX. 12�WAT FL 8"=261.90 PUBLIC UTILITY EASEMENT r•.;.. _..-- EX. 8" W.W. 's I ,- � !c> 1 I ._._.J 1 L._._ — — — — — — — — — — — — — — — — — — — — — — — r WWMH �— I -------- — EX WWMH RIM=281.21 REMOVE EX. TEMP CUR RIM=276.20 I I 50 100 -- 0 FL 8"=272.31 — — FL 8=263.09 EX. 20' PUBLIC x y `� 4 ` z ` Scale Factor: I UTILITY EASEMENT x EMO EX I k, I l y j x { TEMP URB I 1 "=50' PAVING GENERAL NOTES I I ----- 1 CONSTRUCT fx f2tulOV `EX TEf�Pf;4J }A h j 4 REMOVABLE CURB SHbWN ANDNS`j,6� �1"h E'r j I I 1. All materials, construction, and traffic control devices shall LO ITUbiN BU J ! 'MATCH ;w 4 11 PrPi PER DETAIL THIS �s NG A �r C# �; SHEET l I conform to the Cityof College Station standards and specifications. II I3, ' XITIN. " N CWEL=SLEV y x 9 P I tE g FOR ]BUTT JOtN WERE iNTAIrT I I I I 4 ' 4 2. It will be the responsibility of the Contractor to protect II I I TN "},COI�ICtf I II x E Q I a public utilities in the construction of this project. All 1 NOTE: C�NSTRt3CTCON I I 3I I A I manholes, cleanouts, valve boxes, fire hydrants, etc. must I I l MATCH EXISTING b 3 be adjusted to proper line and grade by the Contractor EX. 20' UTILITY---1 1-- JOINT SPACING. I I s� W I I prior to and after the placing of permanent paving. Utilities I I I {t I - J LOT 11, BLOCK 1 must be maintained to proper line and grade during con - EASEMENT 1 struc Ion o is project. THE GATEWAY PHASE t' f this oje I I 29 5'R VOL.4 SAWCUT & REtIAO I EX. I ml 1 I EX. 35' PRIVATE ACCESS & 3. The Contractor will be responsible for coordinating with all CURB AND I GU R. 1 ._ ( PUBLIC UTILITY EASEMENT the appropriate utility companies for the location of all CONNECT TO EX. CQNC &E. 1 FF= 283. 00 FF= 281. 00 �a CONST. LONGITUDIN L ITT I r, 6� utilities within the construction area. JOINT PER DETA14 S EET FF-285.00"' I 4. The Paving Contractor shall coordinate with the Utility 1 1 — I I WHEELSTOP Contractor to insure all sleeving has been installed prior to (TYP) FF=28rJ.00 j placement of permanent pavement. I I PJ Y k I I I I TM, /_ �� l HANDICAP " I 5. All paving and earthwork operations shall conform to the 1 I I I 12s.5 R yy ; K FiRA r ; z SIGN (TYP) - - recommendations in the Geotechnical Investigation Report. EX. VARIABLE WIDTH BFR BFR BFR - ' 6. Right -Of -Way, Easement and common areas must be PRIVATE ACCESS k, ' I Public Ri ht f Way, EASEMENT "C" I_ �, x� J :;�';`� :, ,. st bilized with 0 perennial vegetation cover, fully established with 4a si L' '•s.• VOL. 5779 PG. 186 :+: 1 % / _.��r .� , • . PR01�°: 00 a coverage, or other approved ._.,, ,. �.... ,... = _ 9 PP stabilization method. o _ .T , � .•..:.........., �.��. ••}:�.. III--�---�. '` �,.,. ��'.� = , S' 161 b b, E 7. Detention/Retention facilities, channels, drainage ways, and CONSTRUCT $ 100YR. FLOODPLVAN VAN VAN / n.. _-w e - PE I S outfalls shall have established perennial vegetation with I I/ V „�,, 1 100% coverage. LOT 1, BLOCK 1 REMO ABLE CURB - - - - - - - - - -� - - - -- D / �,4 .._ PER DETAIL THIS SHEET •`'�~`� L - 9 THE GATEWAY PHASE 3 1 I/ _ .., t ti �`�`'' w �r y' „` FIRELANE r - - - - - - - - - TEX. - - - - - - - - - - - - 8. Traffic Control measures will be in lace nor to commencing _ r - VOL. 6372, PG. 139 construction of deceleration lane. p p g / - 10' BLIC _ f 4 w / ......... _-,.._.. ,-..,,.a-,tiff - PA CES I F UTILITY E SE ENT I � r� � •;:,\�,.,� Q � `; , `�;,�� � AWCUT REM P I DIN ( " - LEGEND ,,.. ,..._. _... .... hw..� , : �, , 1. ; �. ,` �. ; `�, � . R L - -Existing Curb � F � N 1 I ¢ ti� . �_ W/ 1-4" - P I ,m . I P EX. T - - Proposed Curb � 4 C AL PR X DINA o sed fr . . 23'� LON TU L P APF� A 1 ka CONSTRUCT ;�� �. �kIAILML - - - - - - I K, - - Sawcut (Full Depth) JOIN B I REMOVABLE CURB...�� ,PH 17 - I i f�, `� `` ,� BY CON I 1 r PER_, THIS SHEET :x ,� �� ��� I X - BFR - Barrier Free Ram EX. P VEM NT • - Proposed CurOpening e\ 2' I I ..0" - opo b I — — — — — — I( I A K I - RB .TURN OUTS FOR EX. I 4 3000 psi concrete w/ #3 Bars CAD 18 PLANTER AREA (� END OF — — — —L;J FIRELANE — — — — - O.C.E.W. I - D PARKING LOT 1 ,BLOCK 1 MO/l/ - ` `" h �`sY I - f \ � � , ,;,� - � ENTRY AREAS &TRUCK .DOCKS " I' mw Ik/ I 000 psi concrete pavement on 6 lime a subgrade compacted to a minimum of 95% AVEM PAVE " of ASTM D698, near 0% to +4% of optimum I a p� vqR// ~- moisture content reinforced w/ #3 Bars ® 18 O.C.E.W. 6 �TiN�7 Epp �`� `5 VEME - / I I 3S N ��, l ) pc 739 9eMF I MAIN DRIVE AREAS / ro� WWMH Ir - concretepavementon 6 f lime of 5" 4000 psi / �, � ,IM=296.09 ^N 1 r - subgrade compacted a minimum o 95% / Q� - // / ® EPam£ " ASTM D698, near 0% to +4% of optimum content r " o,• '-w moisture c e reinforced w/ #3 Bars � 18 s h EX. 15' PRIVATE ACCESS & O.C.E.W. 4 \MENr P EASEV[� e REMOVE EX. PAVEMENT Oi�OjNG ll ll \\ X �, t \ _ ` '- 1 TEW Or P 30. /' / �' I F -•--�" Note: A w V0� SVep� eCO�K C'V// / .���� �n ��qTE q '. Y % i - .- - All dimensios are to back of curb unless / g3�/Sj0 ,�,�, l / �� ry Eq c�Fs - - - - otherwise noted / 2, PGN pyq \� a ll \ENT& _. z -- - ----- SE / / - f 139 TOPOGRAPHIC INFORMATION � —� PHIC P BL C T LIT ASEME S \ _ �` - � I E O'PIVT ACSS& PROVIDED BY OTHERS r*rs EX. PAVEMENT 3: oo / / Q a r 0 f" ' r Ex. VARIABLE WIDTH /�— m * ® VEMENr/ / / o co ' N� G\'q T �\ —rRtVATE ACC / � ry HOC E>yge 0 is uTlu b 0 3 \ `I > ® / P 6 p 3� TA L 4R, BLOC 1 �CITy £ �eQc l / l 3 PO Nq / 3 1 S AY PH SE 1 P_ �' , PG. 27 a (J/V/ �� E E ACCE S / l EX e ( ® P EASEM NT W /. �C �� UN r�/E OT $,� VOL. 3663 PG. 313 o °q m / T \ / / G 0(c� TEW k0c \ X WWMH N w ��, DR ! / 4 A Y K V, l l Ek 9 17� PRI 79. 1m °' ° l �O�NG' l FL 6"(IN =�70.01 / i L 8"(ouT REVISIONS & ISSUE DATES VIEWED FOR 0 a�0q #3 BAR 6.. col�pLl�� PAVING PLAN 'VE'� SEP X 3 20 V) # " 3/8„R 0��,LAO GATEWAY CENTER —PHASE 2a r� x 6" LUBRICATED SMOOTH SEPARATE POUR 3" 4 DOWEL BAR ON 36 CITY OF COLLEGE STATION U N U 9:1 I � � q CTRS. 1:3 BATTER / COLLEGE �TATI T=THICKNESS SEP 1 3 ZODS IENGINEE1� ING _ BRAZOS COUNTY ti A DOWEL BAR TO BE DRILLED' 1 1 2"R tO SPECIFIED C'DLt.�7Rr�y A 4. \ INTO FULLY CURED PAVEMENT � IN LEGEND STATION a o v, o m� " A A 1V '®F�'• ;L`3 BROCKETTE •DAMS •DRAKE ,Inc. o �� EXTEND REINFORCED 30 DIA. �'� o �'�� oc�consulting engineers , , BEYOND PAVEMENT r U g a 0 w LIME STABILIZED SUBGRADE • •,•.,;o.. o COMPACTED TO A MINIMUM ..�° """""'•• • Civil & Structural Engineering- SurveyingI 9_• 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204ao o o " OF 95% OF ASTM D698 JAMES •.A RILEY • , 9 9 c7 p »#3 BARS @ 18 CTRS. NEAR 0% TO +4% OF '@ o o�' ° OPTIMUM MOISTURE CONTENT. �"o ,,p 73231 �o; (214)824-3647, fax (214) 824-7064 0 �� ° REMOVABLE CURB DETAIL t0,- TAP: G o N.T.S. ASS• g a DESIGN DRAWN DATE SCALE NOTES FILE NO. N b ° NOTE:CONCRETE PAVEMENT SECTION 21. v o 1. REMOVABLE CURB TO BE CONSTRUCTED N.T.S. �� ��� JAR BDD 06/02/06 1 "=50' BDD C06078 C Q. 9 �H AT THE DIRECTION OF THE OWNER. �� �I I - :� �14 8 P 112� /PC EX. 20' UTILITY---i EASEMENT 84 % EX. VARIABLE WIDTH PRIVATE ACCESS EASEMENT "C" VOL. 5779, PG. 186 I f LOT 1, BLOCK 1 THE GATEWAY PHASE 2 aVOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT E 20'. PUBLIC VOL. 4974, PG. 289 EX. 15' PUBLIC 11 LI TY EASEMENT UTILITY EASEMENT fi - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - 11 rNI 277 IV 21 -- - - - - - - - - - - - 280- z_ 7- . . . .. ........ 2--WAf JL EX. 8 W.W - - - - - - - - - - - - - - - - - - - - - - N -T EX WWMH 1- Tz - - 11b WWMH EXISTING RIM =281.21 RIM =-_-,Z7 6. 2 0 TEMP. CURB' -T FL 8"=263.09 8"=272.35,)` 4 -EX 20 PUBLIC UTILITY' EASEMENT COMPACToR� 79.8 W/kSCR€E`N 4 83. 81.0 81.25 3.5 83.5 83.6 830 4.9 81.7 ROLL UP 4. 84.9 84.9 84.8 84-9 DOOR AREA,\ 84.9 84.9 8 RZ A -281.00 =283.00 FF 84.7 84.9 FF 8 86.7 83. FF=285.00 83.4 r 86.7'f8-6-. 79) rR 1) -285- (8-4-:. 9 (84.9) �84. 84.7 0 7-- Exist Water ..................................... I ..................... Lxi�St" W. W. - E�a WWVH T - - - - - - - - - - - - - - - - - - - - - - - RIM =272.20 LEX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT 7 - - - . . . r LOT 11, BLOCK 1 THE GATEWAY PHASE 1 VOL. 4998, PG. 262 -EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT �ENERK 1111111HI A N 111111111IN11111111 111111111111iC Station Standard Construction Details and Specifications, except as TAN . All materials and construction shall conform to the City of College Wm - S \I --- PE 1 OOYR. FLOODPL noted herein and approved by the City. 1 Vz L LOT 1, BLOCK 1 THE GATEWAY PHASE 3 - - - - - - - --- - - 2. Contractor shall be responsible for maintaining trench safety VOL. 6372, PG. 139 �j/requirements in accordance with City Standards, Texas State Law, 832 0 and O.S.H.A. Standards for all excavation in excess of five feet . I dep I / l '' / ; ' ' 3 �Jr,. ,�_ --A EX. lo' PtieLIC in th. UTILITY OSEMENT 3. 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 EX T facilities other than those shown on the plans may be present. PAEMEN C4 4. It shall be the responsibility of the Contractor to protect all public 90.1 C-4 utilities in the construction of this project. All manholes, clean- 2, , " .1 T, . - 11-, X outs, valve boxes, fire hydrants, etc. must be adjusted to proper LU line and grade by the Contractor prior to and after the placing of permanent paving. Utilities must be maintained to proper line 90. 1 and grade duriing construction of the paving for this development. L_T_J L7J 5. Drainage should be maintained away from the foundations, both during and after construction. LOT 11, BLOCK 1 6L. . Backfill for utility lines should be carefully placed so that they lII will be stable. Where utility lines pass through the parking lot, 7_ the top 6" should be compacted similarly to the remainder of -7� the lot. Utility ditches should be visually inspected during the 9 .3 excavat ion process to ensure that undesirable fill is not used. r2v pUe lot. 7. Concrete for inlets and drainage structures shall be 4200 psi at ---------- X-RAVEMENT- '7�J� \ ` / ( �'7 28 days. 39 A. 8. If rock is encountered in the trench, rock spoil shall not be used co in the upper 1.5 feet of the trench. WWM Y .09 / ���Q/ / ® \ EX '� "� tii ` - 9. All earthwork operations, pavement installation, etc. shall Q 4 EX 15' PRIVATE ACCESS & conform to the Geotechnical Exploration recommendations. V :UBLIC OTEFTY EASE 10. Trees shall remain unless specified otherwise on the 9"? Landscape Plan or approved by the owner. V 0 P 30, A y vSU 0 e1_/c 6 �p ��,v , I , ot. 6 C/�. J -111,'.)/ 4 SS ON 0 50 100 Scale Factor: 1"=50' LEGEND - Existing Contour X 770.0 - Existing Spot Elevation - Proposed Spot Elevation V - Proposed 2' Curb Opening 70 - Proposed Contour - Flow Arrow - Existing Curb - Proposed Curb 39 1,, till E AD % Q (0, ®o / / / �� Ty roc 3 TN 0 \ - .,,,,. -- � , \� \ ` t,� I,,, '-A -Y Oct,, pc�y'q 7 eo,, 663 8� 3 63 Sp E r / / l 31 / \' ' '} � 1 ~� rn ,� 4/c 37 O_Z__A )6 N/ tor 04 7%ye 4,9, Poc/y 7 S'E 7 / / / , G _ i �6j REVIEWED F0 COMPLIAN SEP 13 20 6 COLLEGE STATI rr40,1Nr-r,R1NG P BL C UT IT ASEMENT EX. PAVEMENT-' EX. VARIABLE WIDTH ),�- PATE ACC, , RJUIBLIC UTILq*-EA-$� n Lil T-S -R & 413, Bt- THE ATEWAY PHill! VDI 375 , PG. EX.-30-JHIVAIE ACC 101 frl I ITO [TV EASEM VOL.P36 3 PG. 313 X WWMH RI - 79. 1 FL 6"(IN - 0.01 FL 8"(0 T)=268-31 TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS i I I I I I I I i LOT 1, BLOCK 1 THE GATEWAY PHASE 3 VOL. 6372, PG. 139 LOT 11, BLOCK 1 THE GATEWAY PHASE VOL. 4998, PG. 262 , BLOCK 1 VEMEN�-= EX. 4R, B 0( AY PH S i, P G. 21 X WWMH RI - 79. 1 FL 6" ({N=270.01 \: L 8"(OUT)=268.31 0 50 100 Scale Factor: 1 "=50' .LEGEND 2---- - Existing Contour --�-- - Proposed Contour ---•- - Flow Arrow - Existing Curb - Proposed Curb <. X � - Existing Storm Sewer Line - Proposed Storm Sewer Line - Drainage Divide Line DEVELOPED DRAINAGE CRITERIA Q=CCfIA C = 0.90 1100 = 11.64 in/hr tc = 10 min. --Area Number 0.00 --Acres 0.0 ``Q100 DRAINAGE AREA CHART D.A. tc (min) C 1100 (in/hr) A (acres) QIOo (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 1.25 13.1 PROP. 10' CURB INLET B2 10 0.9 11.64 1.31 13.7 PROP. 10' CURB INLET B3 10 0.9 11.64 1.10 11.5 EXISTING 10' CURB INLET B4 10 0.9 11.64 0.96 10.0 EXISTING 10' CURB INLET C1 10 0.9 11.64 1.62 17.0 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 1.38 14.5 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 1 EXISTING 12" STORM SYSTEM OS3 10 0.9 11.64 1.03 10.8 EXISTING 2-10' CURB INLET DPOGRAPHIC INFORMATIC PROVIDED BY OTHERS a + ` Exist 12 Water w....................................... s + Exist 8" W. W. -� + s I E -�> EX�oUUWMH �esAa9a,e3+\ ptP. K� RIM=272.20 + 'as+2j s' Ex. 12 WAr R '-V FL 8 261.90 e F ' EX. 8" W. W. -� 0 EX WWMH ��._. ,WWMH RIM =276.20 �1- RIM=281.21 0 50 100 ' f % FL 8"=272.31 FL 8"=263.09 i ! Scale Factor: �Il 1 "=50' --- LEGEND / 1 I - EX. 18'• P1PF . Existing Curb Proposed Curb N ( Existing Storm Sewer 0+00.00 LAT. "B1" / REMOVE EX. 18" PLUG w I Proposed Storm Sewer CONN. TO EX. PIPE BEGIN 18" HDPE FL EX. 18"=276.79 0+00.00 LINE "63" C GENERAL NOTES REMOVE EX. 30" PLUG ' CONN. TO EX. PIPE F F = 2 8 3.0 0 F F = 2 81.0 0 C° 1. Al! materials and construction shall conform to the City of College �^ BEGIN 30" HDPE Station Standard Construction Details and Specifications, except as a� noted herein and approved b the City. FL EX. 30"=275.01 pP Y Y r FF= 285.00 t.w FF-28rJ.00 2. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Law, l 4T ref" CONVERT EX. WYE INLET " and O.S.H.A. Standards for all excavation in excess of five feet 8 4A - N E Q TO JUNCTION BOX PER 0+ .73 LA . " 1 ` � ' in depth. EN 18" HD DETAIL THIS SHEET. �"" RIM=283.80 " 3. The location of all utilities located on these plans are taken from C ST. 0' existing public records. The exact location and elevation of all 777 ..; 0 EN B C E III IIIIIIII� (III II II I �__�__� public utilities must be determined by the Contractor. It shall OP=2 3. _ _ m ®- ® be the duty of the Contractor to ascertain whether any additional L=279. 6 gLl & E facilities other than those shown on the plans may be present. -__1+ 0 LINE "B 0+05.96 LINE "B3" VAN VAN BAN BAN PE` J I 100YR. FLOODPL " 0 0 LINE "B * 30' HORIZ. BEND �, I 4. All storm sewer pipe 36 and smaller shall be HDPE pipe. All storm 3 WYE sewer pipe larger than 36 shall be Class III RCP. All drainage 0+22.80 LINE "83" Ar systems shall be installed per manufacture's recommendations. -i,` 30• HORIZ. BEND - - �A 5. Concrete for inlets and drainage structures shall be 4200 psi at 1+ 8 NE 28 days. 1 HORIZ. D / I 6. Construction shall begin at downstream end of project and continue / REMOVE EX. PLUG upstream with pipe grooves facing upstream. CONST. 10' CURB INLET I 2+77.15 LINE "BY / TOP=283.60 7. Contractor shall protect all public utilities in the construction of 30' HORIZ. BEND FL EX. 18"=280.70+ - this project. � tW r' 8. If rock is encountered in the trench, rock soil shall not be used in the c, N upper 1.5 feet of the trench. The upper 1.5 feet of the trench is to be I I w backfilled only with quality topsoil. e 2+87.16 LINE "63" I� 9. } EEM 0 EX. DWL +31.6 " L "B3a" _ _ _ _ _ _ ' See water and sanitory sewer plan for additional information reLAT.ed to ND C N T T '` ND 1 P REMO D L 10. other utility construction. / I� • / 9 AND CO T 0 - _ _ _ AN 1C PVC All trench backfill for public storm sewer shall be compacted as " 11. required by the city. FL EX. 12=288.50+Ro See MEP Plans for exact location and elevation of utilities at � a / � the building. WWMH 00 IM=296.09 \ / c) TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS o O o o d DA MANHOLE RING & COVER SHALL BE BASS o & HAYES MODEL NO. V-1342 (LOGO). / DEETER FOUNDRY MODEL NO. 1262 (LOGO) N '� `� OR CITY APPROVED EQUAL. ^ w / 00 / < 0 v PROP. TOP=283.80�� �� o �o • . • • o ZT W 76 `� RI WW 79 1 1Q CONVERT EX. WYE INLET TO JUNCTION BOX 9-05-06 U ty V rn .t j \ N #4 ®7 O.C. \ °� FL 6" IN=270.01 a) g0 ° EXPOSE EXIST. / / f l \ REVISIONS & ISSUE DATES o a a1 c. REINF. & FIELD / / / FL 8"(OUTi=268.31 c, s a, \ m BEND EX. TOP=282.08t o � STORM SEWER PLAN GATEWAY CENTER - PHASE 2a EX. THROAT CITY OF COLLEGE STATION �w 281.00f BRAZOS COUNTY ��,0 toIV to ••'••,�` C=3 BROCKETTE • DAVIS • DRAKE inc. o ° ° ............00consulting engineers ....:... a, JAMES A.�RILEY � � �:9 73231 ® Civil &Structural Engineering- Surveying ®p O�'@� 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 a a � � � A���,,,/ • •EP ••� .� (214)824-3647, fax (214) 824-7064 oN on eJA DESIGN DRAWN DATE SCALE NOTES FILE NO. N o m INLET TO JUNCTION BOX ,i���Qg•�%� 8 NTS (/ JAR BDD 06/02/06 1 =50, BDD C06078 C 7 o OFa � LL! II W LL W = �,� CL O- 0 44 Z o X W X W O Q Z 0 O `— r7 N Co Z Orx OgZ C9 295 N W W O O to O w o m 295 Fill Compacted Be Placed PFIcr Existing ON Ground. P o osed Grade --(%To Pipe Pme 290 r 290 285 p. ;s 285 e • r ti, • 0 280 280 r .oIX g 0 275 PIPE 275 4 �0' 270 Co �`' J'� �• 270 II rn p00 II � N N ih L� LL I _ li 1 1 3 00 2 00 00 0 00 tl Jg O...............•e �231 7 t 0 50 100 15o HORIZONTAL SCALE 1"=50' 0 5 10 15 VERTICAL SCALE 1 = 5# THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF JAMES A. RILEY, P.E. NO. 73231 ON 09/06/06. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. REVISIONS & ISSUE DATES STORM SEWER PROFILE GATEWAY CENTER — PHASE 2a CITY OF COLLEGE STATION BRAZOS COUNTY Q BROCKETTE ; DAMS ° DRAKE , inc. ooConsulting engineers Civil & Structural Engineering • Surveying 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 (214)824-3647, fax (214) 824-7064 DESIGN DRAWN DATE SCALE NOTES FILE NO. JAR BDD 06/02/06 AS SHOWN BDD C06078 C8 a Cd �A ,A 0 . 34 y � pA N 0 , q � W Fes. 4S �4. �0ma� � P. 0�m a, ... 0 c1,40o 0 C12 b04Z 0 v Cd U�D+�, E,- 6 _ 6" FIRE LINE SHALL OCCUPY 0+00.00 LINE "5" 0+00.00 LINE "4" /. EX. 10" PVC PIPE CHASE UNDER INSTALL- INSTALL:" » 1-12 X6 TAPPING SLEEVE 1 EX. PAVEMENT. EXIST. PIPE CHASES 1-12 X6 TAPPING SLEEVE 1-6" ISOLATION VALVE W 1-10" PVC CONDUIT 1-6" ISOLATION VALVE W/ 1 = LOT 1, BLOCK 1 1-4" PVC CONDUIT LOCKABLE LID (AMP OR USA LOCKABLE LID (AMPI OR THE GATEWAY PHASE LL562 OR APPROVED EQUAL USA APPROVED Q I 1 EXIST. PIPE CHASES EQUAL) 1 t I E .'2.0' PUBLIC / 1-10" PVC CONDUIT VOL. 5809, PG. 70-71 EX. 20' S P ASEMEN /. 1-4" PVC CONDUIT VOL. 4 G. 289 X. 1 P BLC 1-`- TILITY EASEMENT EXISTING PIPE CHASES 2 UTILITY EASEMENT 1 • • - 4-4" PVC CONDUIT -`� 139• y 1-10" PVC C9NDUI - - - - - .- - - - - - - - _ INSTALL: _ _ _ - - 6" FIRE LINE SHALL OCCUPY I +55" Ems,► ��. 1-2 SERVICE poM. » i IN 4" CONDUIT. EX. 10" PVC NPIPE CHASE UNDER N 135 I N 49'1512 E- 7 AA 5 r W K� •� �6� - "'� E E - EI E ='rXE *� "= T� T T T T- T T T T T T T T T T T T INSTALL: - - - - EXISTING PIPE CHASES- 'T -� c, » tiv� - - - - �X WWMH / - WWMhh 2-1 SERVICE "' / 4-4 PVC CONDUIT '' RIM E=28I11�j =211I I (DOM.) IN 4" 1 frrlffln IIT Wz� 1-10" PVC CONDUIT Z r m �LO' UTILITY X E C 1+15 LAT. "C-3" 20' UTILITY SEMENT .09 I m UTILITY EASEMENT END 6" SERVICE I EASEMENT I I •�� INSTALL 2 WAY CLEANOUT � I 0+50 LAT. "C-3" FL 6"=279.67 ( .. j EXIST. PIPE CHASES v c, c) I I 1 4-4" PVC CONDUIT END 6" SERVICE `a_: _ �, _-a:,> 3 m I� I I 1 Ex g- p PE 1-10" PVC CONDUIT FL 4" 277 90 E �k ( ( FDC 4P m e I 33'01'24' ' 0+30 LINE 'C'= F` ��� c E E -E E '- E R=275.00' I 0+00 LAT. 'C_1' >ss 0+00 LAT. 'C 2' I I L=152.71' I 0+00 LAT. 'C-3' NCH_ 33'01 24 W CONST. STD. 4 0 MANHOLE o 1+11 LINE "4" d' RIM=284.00 _3 ( ND 6" FlRE M EX. 20' UTILITY -- FLOUT=277.t7 ( • ti� • � i EASEMENT I I II , FL. IN 277 37 (3 LAT S) v ~ 4 o m II I P I 1+141 " LAT . ~C-» y. 3 w I I00 -UNE 5 I V► ` I y, END 4" SERVICE » ; a- D_ D_ INSTALL 2 WAY CLEANOUT G FIRE N �, d I 1 cr FL 4" 279 65 - w oo � w ' FF 283 00 - . FF=281.00 w....ti...,,a.._��: �..�, v.wti a,:.... b,. __ ..�.� -A. _n » H 11 II ♦.- II II I ? 1+9 X X 1 7 LINE »5 END 6" FlRE FF= 285 00 a z z Z z z rr • W w w w w w I ;4�a' I ~' , ; r FF= 285.00 0 > > N N... Z X X Z X X CH�N3 6'37"W I Q w QLL EX. 15' WATER AND SEWER FIXTURES uj Z` 333 1 1' 37.0 WATER FIXTURE UNITS - I I i G?M UTILITY u) o EX. VARIABLE WIDTH I 1 554 GPM ESMT. n FDC PRIVATE ACCESS I "4 54 SEWER FIXTURE UNITSoo F _ EASEMENT "C" I I ' aAJ VOL. 5779, PG. 186 :.... ...... \ ` ` $ _ _ III;III L_... ����������� I (I II II--� ---�- - I � � Q WA SEWER S s.- I If - 69. WATER FIXTURE UNITS � 28. LOT 1, BLOCK 1 ,... ` •..a , ., ._ ---...«��R.<,,k,,,, \ � � � � \ \ 28.0 SEWER FIXTURE UNITS � 28.8 / f------------- - - - - - - - - - - - - - - - - - - - - - - - - - - -------- - / THE GATEWAY PHASE 3 vnl F�7? Pr.'1 �------------ a 1 �P ,. / - --- -i I----------------- s 1 I I I � 1 D-24'47'20' R=373.00I L-161.38' I I I t CH=N32'40'58'W wI 6" FL 00 X I �5 Exist 12 Water ............................................................................. Exist 8" W�W�-+ X_WWWT-- - --- - - - - - - - - - RIM=272.20 LEX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT I _._._J 1` L.-a. �o I I I I I I -_-J -EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT LOT 11, BLOCK 1 THE GATEWAY PHASE 1 VOL. 4998, PG. 262 EX. 10' P BLIC UTILITY EASEMENT - EX. PA 7:�;T`/ z_ Z LL a 0- d I- U-) F- ;n 1.a J J Q. o2 r r - if - rCN r- (O N Z s- t0 N _1 (n Z (n W I- t- F- (n Z 1- F- I' M Z -� I- It ozLLLIZ d'- ZZ,N - `�Lij Zw ZZZ 4 n In �- �- c0 r o 0(n 0 0m +r + + JLLc�cn c�vm o 01, +: + + +� Aln + LX. UUNU PROP. CONC. PROP. CON . w - ---' CONST. THRUST EX. CONDUIT 10" PVC N 2. --DETAIL BLOCKS PER SHEET Z. ___ FL 6 = 7.33 CONST. THRUST „ - 61 FL 6"=2.71.05 h >h W E' 11 LF; COLLEGE ST Ell gar EE11- IN LO o 0 o Ln I. ai ai t9 r ...•, N N N I` t0 (� N N N I- c0 00 00 I- 00 • " • •'••? 11. II II II II II II II •II II II �* :.,� � IrII LL L+_ LL LL UJ_ L_ L4 L_ LL_ LL LL U. Lt LL LL <L ••••♦ese ••• • •e••••• • • ••r•� 0 0 1 +00 2 0 0 00 1 +00 2 0 V?V' » » >f� INL_» 0 50 100 Scale Factor: 1 "=50' LEGEND 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. 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 REVISIONS & ISSUE DATES WATER & SANITARY SEWER PLAN & PROFILE GATEWAY CENTER - PHASE 2a m N CITY OF COLLEGE STATION I BRAZOS COUNTY w F_-3 BROCKETTE ; DAVIS • DRAKE inc. =>oconsulting engineers Civil & Structural Engineering- Surveying i 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 0 (214)824-3647, fax (214) 824-7064 14 DESIGN DRAWN DATE SCALE NOTES FILE NO. s JAR BDD 06/02/06 1"=50' BDD C06078 C 9 to 0 4 C4 FF-283.00 Z WON :( LOT 1 BLOCK 1 THE GATEWAY PHASE 2 VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT INLET VOL. 4974, PG. 289 EX. 15' PUBLIC PRYPOTECTION UTILITY EASEMENT----( (T) 2 78 W — — ter,..— — — — — — — — ----260- -- --- A —N-49-01 27� #55926 Z E'20. PUBLIC �L1TY EASEMENT 29,55 EX. 8" W.W_-----:7' — — — — — — — — — — '7- �j T EX WWMH WWMW RIM "77 6. 2 0 RIM =281.21 FL 8"=26,3.09 FL 8'=272.3TT)' mg LS a S1 Lm in im U4 Im Ea m I= a EX TIONYI I'll - I v UTILITY! EASEME� f-nm�-" -'P INLET PRO+EC SILT FENCE (TYP) PROTECTION (TYP) STABILIZED E v CONSTRUCTION 33*01*24!0 -275R �. ENTRANCE W L-152.71 FH- 3='2,CW EX. 20' UTILITY v S�' EASEMENT ir'a V ��,FF=285`00 D ;8'38!38 Tm.00' 4 11248' I FF=2850100 Aft 04-N 13rw I C" S-,:7 EX. VARIABLE WIDTH LT PRIVATE ACCESS EASEMENT "C" ._ VOL. 5779, PG. 186 INLET —A-K III PROTECTION (TYP) LOT 1, BLOCK 1 Q J7 7 THE GATEWAY PHASE 3 VOL. 6372, PG. 139 4. lNilt- -Z PROTE TION INLE PRO ell 7-_ 'T-2— Water ................ ................ ...... ....... ...... ........... =—_Exist _6_"_W- W.— _EX_WWM _H '----------------- RIM — — — — — — =Z/Z1./_U FL 8"=261.90 EX. VARIABLE WIDTH PUBLIC UTILITY EASEMENT X Ld c' Ij' i — — — _J EX. 35 PRIVATE ACCESS & PUBLIC UTILITY EASEMENT LOT 11, BLOCK 1 THE GATEWAY PHASE 1 VOL. 4998, PG. 262 FF=281.00 1.1 W I I 1�gv J! 'Z mo -per 4J 1 OOYR. FLOO PE (� ! "WRI. M.R'n R L 49af v E — - - - - - - - - - [EX. 10' PIJBLIC 7-q IN T N _•_i UTILITY EASEMENT P (Tffi) ,4 i I X. PA EMENT-__/ .......... L 101-2414'r200yT R 373.00' Z� 2si L 61.38, CH-N32*40 7- 5" IN ET Z PR TEC TION X 3 T" 05 N 41 it TX, , N "4. 48 L70T 11, BLOCK 1 31 50" }fi 7" N N 6-;r, 0- 68 -�X. PAVEMENT—_— L10i. /C PC. 'E", 6d 9 - 4 �'J (3% f9e,� KZ J WWM Im2 6.09 _=2 4J 4.J. 0 W- x 0004 49-150' 1 9 0* EX. 15' PRIVATE A Q CCESS & P\ 0 - _/'-'S40,*45'35 C) S4915'0014# PUB=UTFDTY EASEMENT 14.06'. tll 21' S31-03'36 �v -4", I 9.\133 -A C"TEWq40;, l l P 30, 8 koc IJ&41C PRIV4 f t 19. DI ���/\V/S; . ..... . ..... 7Y CqFqs E� 1/04. 63 o/v k" t%/� \ -39 SE- 1Z 4) C, / V / P \ / Nh� P Npa l / L V EX. VARIABLE --PRMATE ACCESS J E L�0'�PT�IVT�T A�C�SS� \\ p \ � q \� NT�� I �\ l / p \ \ �-e C ASEMENT 114zv EX. PAVEMENT "Z' WIDTH 'v eMF / \�� HE / \` 0 l / \ / l N l / \ \V, 04 R1 -RI IC UTILITY EArEMENT -A / / \ l - P 11�'A 7 C. W1 y G 7 Q.Z) ock yq S�- J 01 13 373 � / C.;'y 'Ink/c \ -A jp-� L&TS--� R & 4R, BLOC 1 / / �, J CD THE ATEWAY PHASE 1 / ; }\ 1 j_ P_ .41 VOI 375 PG. 27 '31 ry EX.720-OWVATE ACCESS V \ \ \/ / l l \\ EX \/P 101 Irl 111T11 fTV EASEMENT N/ \ \ / / \to VOL _'i643,_'P6. .313 SUItDIAIC 1�14 NC -----ZX WWMH OR� V S7T�e �toc y k I I i ! %ya 99,979.51 l \ \ l l l l ! \ `�� /NG \ _ \� hfa l 6.p T." 87 FL 8"d T)=2'68.31 ............. JAMES A. RILEY ............... 73231 0 50 100 1 17,77-1 17771 Scale Factor: 1"=50' LEGEND 5c,— Existing Contour Proposed Contour Flow Arrow M 10 IM M C3 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 to landscape plan for soil stabilization. COMPLIAN SEP 1 3 200 COLLEGE STATI ENGINEERING TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS 0 H mn VERTICAL SAWCUT T= PAVEMENT THICKNESS 3/8" WIDE MIN. HOT POURED RUBBER TOP 1/4" NO JOINT SEALING COMPOUND SEALING COMPOUND SAWED GROOVE r//l 1 1 2 N FIRST POUR ' ' SECOND POUR T/3 T 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 11" MIN. ~ DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE • . . ECURED 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. HOTOURED RUBBER TOP 1/4" NO JOINT SSEALING COMPOUND SEALING COMPOUN� 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 LUBRICATED SMOOTH NO. 6 DOWEL BAR TOP 1/4" NO VERTICAL SAYS SEALING COMPOUND CUT 3/8" MIN. HOT POURED RUBBER JOINT SEALING G COMPOUND PROPOSED PAVEMENT 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. 2. LONGITUDINAL LONGITUDINAL BUT HINGED (KEYWAY) JOINT AETP�(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. �_I:1Z MAA)_ _ VVII- Vr 01 k1:ll MAX) DOPOSED CURB U ACCESS WAY PLAN _0: 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. CONSTRUCTION NOTES - SILT FENCE 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 flop 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. Silt Fence (Min. Height Steel Fence Post 24" Above 6' Max. Spacing Exist. Ground) 1' Min. Embedment Cut —Away To Show Wire Mesh Stones �,';;;��;; Backing Support I I —III— I T=1 I I F� w (I I I I I Fabric Toe —In Trench. I I—) (Backfilled Min & Compacted) 6 SILT FENCE DETAIL N.T.S. PROPOSED SWALF PROPOSED SWALE PLAN VIEW FILTER FABRIC 1 FILTER STONE O. 6" MIN. 50.0' NOTES' Grade to prevent runoff from leaving site 1. Stone shall be 3 to 5 inch diameter crushed rock or 6. _ paved surface acceptable crushed Portland Cement Concrete. min. 2. When necessary, vehicles shall be cleaned to remove sediment prior to entrance onto a public roadway. Filter Fabric When washing is required, it shall be done on a area Existing Grade — stabilized with crushed stone with drainage flowing away PROFILE VIEW form both the street and the stabilized entrance. All sediment shall be prevented from entering any storm drain, ditch or watercourse using approved methods. grade to drain away right—of—way 3. The entrance shall maintained in a condition which from staved s 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 3 � spilled, dropped, washed or tracked onto paved surfaces,ti yam Psrv�% must be removed immediately. y,f i ".t q;" ;?' Tra sition to o :1;611_,';;�;..,.1, 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 h��r flow away from entrance PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE N.T.S. CURB it'll CT CONCRETE BLOCK CONCRETE r--WIRE S `--GRAVEL FIL 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 6"C.I. Pipe concrete filled Paint Reflective o Yellow I Finish Grade concrete a' 12" BOLLARD DETAIL N.T.S. 3'- 4" 6"1 2'-4" 6' #4 BARS 8" O.C.E.W. ON EACH FACE -AWAY TO SHOW ER FABRIC COVERED 4 NE CORE FILTER STONE T. EMBANKMENT 11 /8" 1'-5 3/4" 11 / " #4 BARS 8" O.C.E.W. 1' MIN. 6" MIN. 1'- 6" MIN. . PROFILE VIEW FILTER FABRIC COVERED FILTER STONE CORE 3' MIN. TYPE "A" RIP RAP f F `f 1 yr� FLOW SECTION A -A N.T.S. ROCK CHECK DAM N.T.S. SEE NOTE 6 6.. 2.- 4" 6„ 3'-4" SECTION A- A 6" I _ OPENING "L" MINUS 2'-O" 40 0 w � a z z IN a 2'-0" 1 6" 6 L C 1'-4" 6„ 2,-4„ 6" 3'- 4" SECTION B-B PROPOSED FLOWLINE A B NOTES: a a 1. ALL LAPS AND EXTENSIONS OF REINFORCING BARS SHALL BE 30 BAR DIAMETERS UNLESS NOTED OTHERWISE. 'T 4 p. 0 2. PIPE MAY BE PLACED IN ANY WALL, pl.. I I BUT SHALL NOT ENTER ANY CORNER, N OR BOTTOM. 3. CONCRETE TO BE MIN. OF 3000 PSI. a A 413 OPENING "L" � I SIGN i i 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 5/16" CORNER BOLT & NUT 4' MAX ROPOSED GRADE CURB AND GUTTER STREET O I ANCHOR (30" X 2" X 2") ANCHOR SLEEVE (18" X 2.25" X 2.25") 2000 PSI ''L� • 4 6.. CONCRETE 12" MI DUCT TAPE BOTTOM & SIDES OF SLEEVE TYP. & ANCHOR TO PREVENT CONCRETE INFLOW SIGN POST DETAIL N.T.S. OPEN BACK INLET NTS VVIRr- c1nnr-rni RAC IE BI_W.,,. GRATE INLET PROTECTION RESERVED PARKING PARKING OF .a ::........................... VAN -ACCESSIBLE JAMES A. RILEY ®. ............................, t :,gip 73231 p; t � ��/ ERA: ,• � COLORS: LETTERS AND BORDE GREEN'®�� SYMBOL ON BLUE BA KGROUND 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. COMPLIAN SEP 13 2006 COLLEGE STATION ENGINEERING L�fO(VF P. w101 x �A A - �a,°O O W 4 P, 0 0 M .P LO -,j O •.+ 0 N C\2toCao .6a .0.24 Sob 0 0 oH-'14 STRUCTURAL NON-STRUCTURAL AREAS ( AREAS EXCAVATED 1 RENCH WIDTH 6" SALVAGE TOPSOIL (CLASS V) I �i EXISTING OR PROPOSED SURFACE _ ©or QQ SEE NOTE 1 J x v COMPACTION IN FINAL BACKFILL ZONE m 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. 4 Z _ _I J Y COMPACTION IN INITIAL BACKFILL ZONE a USE HAND TAMPERS OR IMPACT TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE m CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTIOE EFFORT. AVOID CONTACT WITH PIPE AND MAINTAIN A MINIMUM OF 6" COVER OVER PIPE CROWN WHEN USING SMALL Q MECHANICAL COMPACTORS. i= 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 0WAYS, 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 IDENIIFER CLAW OF MATERIAL COMPACTION REQUIREMENTS PER ASTM D2321--89 STRUCTURAL NON-STRUCTURAL 95% MAX. PER ASTM 85% MAX. PER ASTM ® IV A or IV B D1557 @ 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 957. 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 @1 A or 113 D1557 @ 0 TO 4% D1557 @ 0 TO 4% WET OF OPT. MOISTURE WET OF OPT. MOISTURE ONE TEST PER 200' TESTING OF TRENCH PER REQUIREMENTS 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 1-1/ 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 26 126 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 0'7/�-moo COMPL IAN SEP 13 200 COLLEGE ST A11O I ENGINEERING TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS REVISIONS & ISSUE DATES DETAILS E 0 0 GATEWAY CENTER - PHASE 2aLn CITY OF COLLEGE STATION BRAZOS COUNTY L c L:3 BROCKETTE • DAVIS • DRAKE inc. =>oconsulting engineers Civil & Structural Engineering • Surveying 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 1,00 (214)824-3647, fax (214) 824-7064 DESIGN I DRAWN Imm on : � r DATE I SCALE I NOTES FILE C06078 NOTE: STANDARD FIRE HYDRANT VALVE EXTENSION TO BE USED ONLY WHEN TOP GATE VALVE OF GATE VALVE IS DEEPER THAN 5 FEET W/VALVE BOX FROM FINISHED GRADE. WATER LINE AS REQUIRED \N_ l VALVE BOX PER SPECS. TEE OR TAPPING SLEEVE j & VALVE AS REQUIRED s 1MIN. AS REQUIRED i� �' �, ------ --� I � 2" SQUARE AWWA NUT EXTENSION. TERMINATE ANCHOR 900 BEND 12" FROM TOP OF BOX. GATE VALVE STD. GATE VALVE W/VALVE BOX W/STWNLESS STEEL BOLTS STANDARD FIRE HYDRANT PVC OR D.I. PIPE + FIRE HYDRANT L+OCATION I Ak v° v BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX REALIGN ASTVEEDED 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 shad 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. FINIS' Irfl /-%M Anr- w z J Q 0 f- CD ry AS REQUIRED 2" SQUARE AWWA NUT - I—\/TI—?IIC,I/lAI -r I—nK A I K I ATr VIEW A - A VALVE BOX PER SPECS. A F- / ---� � — 24" X 24" X 6" 28-DAY CONCRETE STRENGTH = 2000 psi WTIH #4 BAR AROUND ALL VALVE BOX. a o n •o o CJ 11 I )'D VARIES v V a v LI./II�I14ICAL 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 -' CrrY of BRYAN The Goa Uf4 T=w style's DRAWN BY: & DATE: 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE SHEET 1 0 i NOTE:USE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE & PLUG TO PREVENT CONCRETE FROM STICKING TO PLUG. uca r. Li �a oD c0 Li co r� o Q� o mU O m 'OUR AGAINST INDISTURBED EARTH TEE AND PLUG SCHEDULE ID (in) THRUST (tons) C (f0 A (f0 VOLUME (c. .) 4,6,8 5.1 1.5 2.5 0.3 10,12 11.3 1.5 3.5 0.6 0" w POUR AGAINST 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 w POUR CONCRETE AGAINST UNDISTURBED EARTH TRENCH WIDTH CONCRETE SHALL NOT EXTEND BEYOND JOINTS C 1'-0" •d -• • • °• ° • / X - * i°, • °• ; •• • ed Q•d i- •At •••i •f • !!! • o•y• . ` • A. •• i• • i @ ° •..• •• . r� ! • ° ♦ -• w • .• d + •• • \ ` m 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. .) 90° 6,8�1 5.0 1.5 1.5 0.9 2.7 0.4 10,12" 6.5 2.5 1.5 1 1.2 4.0 1.0 450 6,811 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 6,8i1 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 11.250 10 ,12'' 1.5 1.5 1. 5 1.2 0.6 0.1 PLAN VIEW TYPICAL HORIZONTAL THRUSTIB"' LOCK 4 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 /-\ I CfC LANE 3. MARK EACH SERVICE END WITH METAL "T" POST "'`h`'`' `/ul\u `" u 0 - w WITH PLUG PAINTED BLUE. (REF) z 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. -------------------- 4' MIN .------------------------------ z a i A a /1-Nnnin /-\I IoQ GUTTER VIEW A -A DOUBLE SERVICE BALL VALVE - PAD - WITH PLUG (2 FOR DOUBLE SERV. ) 4' MIN. 1" TYPE K COPPER TUBING (SINGLE SERVICE) 1-1/2'' TYPE K COPPER TUBING (DOUBLE SERVICE) (SEE NOTE 1) 2' MIN.-3' MAX. 2' MIN. e 1" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2'' X 1" BRASS WYE (1 FOR DOUBLE SERV.) W2-O1 Crry QF BRYAN 77a Good Life, Tom S*- DRAWN BY: #I DATE'. 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE 29= SHEET 2 01 h. 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\ IV r111V CONCRETE VAULT SERVICE CONNECTION `- VAULT FLOOR (6" LIP) AND VALVE 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 ml�T1111111 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 LWARNING 10" UNDERGROUND PIPELINE CONTACT THE CITY BEFORE EXCAVATING YELLOW BACKGROUND 114" VALUE 7" N0 . N--------- WHITE 10, BACKGROUND. 7 El WARNING mawvm m, a.AT ecronc [zcnvhrr+c —oft VALVE N0. v 4'-0" n 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 i _,,,, „� 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 0 q D q ° . _ v -NOT GREATER THAN 450 6" DIP W/RETAINING CLAN AT BEND AND PLUG. 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 RESTRAINED JOINT 6" M. J. ELL PLACED ONE W/THRUST BLOCK UNDISTURBED SOIL ZINSTALL ANCHOR COUPLING AND REDUCER AS REQUIRED INmLINA.,E BLEW 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 ' I INSTALL MALE QUICK EXIST. GRADE 'r' CONNECTION & CAP BRASS BALL VALVE BRASS THREAD PIPE BRASS ELL MJ TAPPED CAP CONCRETE BLOCKING (SEE BLOCKING DETAIL) p D° V • WATER MAIN v • o jO v BRASS NIPPLE 1�11���l N &I 1 111'111 ... 111''i 1! � 10 W3=03 W3=01 y 0 w a w 00 iTTY of BRYAN ne CoM We, Taws Styk.-1 DRAWN BY � DATE: 01-01-05 SCALE: N T S APPROVED: M.P.K. FIGURE SHEET 3 0F 4 } MAIN TRACK MACHINE BORING (TUNNELING IN EMBANKMENT) J I LLL li/'1JIIVV Vl-\1\I\ILI\ 1 II 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 GROSSINU W4.00 OPEN CUT LIMIT 2' -0" MIN. 3'-0" MIN. MACHINE BORING (TUNNELING) WIDTH OF PAVEMENT STEEL CASING AS REQUIRED 2'-0" MIN. CARRIER PIPE OPEN CUT LIMIT \-- 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 r 'am"0 i VARIES 51-011 MIN. i MACHINE BORING (TUNNELING) WIDTH OF PAVEMENT 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 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 C1tOSSING W4.02 0 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 ORIGINAL GROUND OPTIMUM TO +4% OF OPTIMUM UNDER FUTURE STREET AREAS. IN FUTURE STREET AREA © GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS, OR ORGANIC PLACE METAL DETECTOR MATERIAL AND WHICH, WHEN TESTED BY STANDARD TAPE AT 12"-18" DEPTH. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LIQUID LIMIT 45 MAXIMUM PLASTICITY INDEX 15 A� SELECT MATERIAL MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 6"-1211 MINIMUM PERCENT PASSING 3/4'' SIEVE 100 © (MANUALLY THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL CONSOLIDATE NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. AT OPTIMUM NOTES: 1. FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ MOISTURE) 4„ STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT S TREE TS. J�--- 2. All bedding & installation of PVC pipe shall be in accordance UNDISTURBED SOIL to ANSI/AWWA Standards for PVC Pipe. PIPE 3. All bedding & installation of Ductile Iron pipe shall be in /6" accordance to ANSI/AWWA C150/A21.50. MIN./12" MAX. 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 & PVC PIPE WITHIN NON-STRUCTURAL OR FUTURE STREET AREAS 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 0 a z G Crry of BRYAN 7Ae GwdLifr, Ta= Siyla- DRAWN BY -Of DATE: 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE: 64 SHEET 4 0F 4 BLACK TEXT WARNING 10" UNDERGROUND SEWER CONTACT THE CITY BEFORE EXCAVATING YELLOW BACKGROUND 14" MANH0 L,E 7" N O . IN WHITE 7t 10 BACKGROUND. NOTES: 1. FURNISH AS SHOWN ON PLANS AND/OR AT EACH MANHOLE WHERE SEWER LINE CROSSES OPEN FIELDS 2. SIGNS TO BE CONSTRUCTED FROM 20 GA. STEEL BAKED ON ENAMEL FINISH. FURNISH ONE ONE SIGN AND ONE POST FOR EACH MANHOLE INSTALLED ACROSS OPEN FIELD AND AT OTHER LOCATIONS AS SHOWN ON PLANS. FURNISH SAME NUMBER OF REPLACEMENT SIGNS AS FOR EACH INSTALLED (OMITTING MANHOLE NUMBER ON MANHOLE SIGN) (NOT A SEPARATE PAY ITEM) —2" BLACK PRESSURE SENSITIVE NUMBERS TO BE ADDED AFTER BASIC SIGN HAS BEEN PAINTED. SEWER WARNING AND MANHOLE IDENTIFICATIO N SIGN NOTE: MANHOLE BASE SHALL BE PLACED ON FIRM SUBGRADE. ADDITION OF CEMENT STABILIZED SAND OR GRAVEL MAY BE REQUIRED TO STABILIZE FOUNDATION. STD.450 WYE 311 A 450 BEND SEE f BASE ° NOTE I FOUNDATION SECTION A - A 5" JN'-. °VARIE n ' VARIES 0 ; o VARIES •° n VARIES„ 44 BARS, 8" O.C.E.W. -- DEPTHS —' GREATER THAN 12 FEET WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE ° STD.450 WYE - CEMENT STABILIZED SAND AS SHOWN. W 3" 311 A 45' BEND 90" BEND 6" MIN. WATERSTOP-PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) STANDARD DROP MANHOLE NOTE: CAP CLEAN -OUT AT BLIND FLANGE ON RESTRAINED JOINT FOR FORCE MAINS. PHERAL \RTER" HOLES NOTE 1.) OPENING CREATION DETAIL TE 113 REBAR (14'' EMBEDDEE EPDXYED INTO MAI` WALL 3". (SEE NC MANHOLE CONNECTION DETAIL 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 - AS T M D 698 5. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY SEE NOTE 7. 6. IN FLOODPLAINS, THE CONE SHALL EXTEND ABOVE THE BASE FLOOD IwARNING ELEVATION OR A BOLT DOWN WATER -TIGHT RING AND COVER IF 'M SEtWE EXNATM SHALL BE USED. SEWER SIGN MANHOLE 7. WARNING SIGN ONLY TO BE PLACED WHERE MANHOLE SIGN N0 SEWER CROSSES OPEN FIELDS. (SEE DETAIL S01-05) STD. CAST IRON MANHOLE COVER AND FRAME (30'' DIA. OPENING) OR EQUAL SEE NOTE 1. - PRECAST REINFORCED CONC. MANHOLE SECT. ASTM DES. C-478 BACK FILL AROUND MH SHALL BE AS PER NOTE 4. MANHOLE DIA. MAIN SIZE 4 FT <18in. 5 FT >18in. <30in. 6 FT >36in. 3' MIN. 12" MAX. C ( Do I 21-6II o I � D . o v 0 VARIES � 2E-OBE ° a 1 8' GREEN, HEAVY DUTY, WING CHANNEL POST (SEE TABLE) RUBBER —GASKET JOINTS W/ MORTAR SEALANT g„ °` o INSIDE AT ALL JOINTS MAX o 6" MIN. PLUG ILL p E Env i. BASE 5" MIN. 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 AATIC ADHESIVE �TERSTOP, OR APPROVED UAL. (SEE NOTE 3.) �TERSTOP — PIPECONX �NHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) CONNECTION DETAIL SECTION VIEW STANDARD MANHOLE TIE-IN #4 BARS BENT @ 900 AND TIED TO WALL AND BASE. L 114 BARS, 8" O.C.E.W. NOTE: DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF REINFORCING STEEL IN THE BASE. S1=02 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 1'-0" VARIES 2" CLR. NON —SHRINK (TYP.) GROUT NEW INVERT PIPE O.D. �— PLUS 1--_—___ •'o WATERSTOP—PIPECONX MANHOLE ADAPTER SEAL, OR APPROVED EQUAL. (2 REQ'D) CONNECTION DETAIL SECTION VIEW S1=03 z 0 w a .•-.ram'_ :; f ,t O O CITY OF BRYAN The Goodufy Tau .S*,• DRAWN BY:f& DATE: 01-01-05 SCALE: N T S APPROVED, W.P.K. FIGURE: SHEET 1 OF 4 SIDEWALK 3.5' MAX. OR AS DESIGNED (SEE NOTE 1.) 2' PVC --/ (SEE NOTE 3) STD. 45° PVC BEND CONC. CUF r WATER LINE (MIN. 4' BURY) 2' DESIRABLE STD. PVC COUPLING PVC SDR 21 D2241 PROFILE 4" PVC EXTENSION W/PVC CAP (SEE NOTE 3) PVC DOUBLE WYE WITH PVC CAP (SEE NOTE 3) PLAN (TYPICAL) 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. SEWED SERVICE LINE CROSSING 2.0' fy LLJ w 0 I �z z 12L_J i� 0 S3=00 MAIN TRACK ..J- 1 LI_L VIn-)1IVv lj/--\I\1\ILI\ I II I_ 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 2'-0'' MIN. MACHINE BORING 2'-0" MIN. (TUNNELING) OPEN CUT OPEN CUT LIMIT LIMIT WIDTH OF PAVEMENT 3 0" MIN. SIDEWALK MAY BE OPEN CUT OR BORED AS DIRECTED BY STEEL CASING THE ENGINEER 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. TYPICAI. CITY STREET CROSSING SHOULDER VARIES 51 -011 MIN. MACHINE BORING (TUNNELING) WIDTH OF PAVEMENT 3'-0" BELOW DITCH FLOW LINE. SHOULDER VARIES 51-011 MIN. S3=02 CARRIER PIPE �/ NOTES 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 S3=03 c; 0 4-1 V3 tH W r ter" i s dm z H CrrY of BRYAN The Good Life� Tam syk.,>r DRAWN BY:A- DATE: 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE: 23 SHEET 3 OF 4 PIER DIA. AS SHOWN ON PLANS SECTION A -A PIER DIAMETER VERTICAL STEEL #5 BARS 16" 8 24" 12 26" 14 30" 16 42" 24 -loops, 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. w „ 2. CHAMFER EDGES 3/4". 0 a-- ~o 3. CONTRACTOR SHALL CONSTRUCT w _ Lw 0 1 i--- CONCRETE PIER TO A MINIMUM w ry DEPTH OF 6' OR TO A DEPTH X z n WHERE A GOOD BEARING SOIL w ov IS ENCOUNTERED. 4. ALL SHAFTS SHALL BE BORED VERTICALLY _ o PLUMB WITHIN 2" TOLERANCE. Ey 7' 5. ALL INFORMATION SHOWN IS CITY - (-0 w n 0 MINIMUM. ALL PIERS SHALL BE o 0 DESIGNED BY A PROFESSIONAL ENGINEER. (f) w m 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) 1" x 18" GALVANIZED STEEL ANCHOR BOLT SECURED TO VERTICAL REINFORCING STEEL VERTICAL STEEL AS PER TABLE 02 HOOPS, 12'' O.C. POUR CONC. AGAINST UNDISTURBED EARTH INTO HOLE TYPICAL CONCRETE DRILLED PIER FOR AERIAL SEWER 611 S4=00 #2 STIRRUP, 24'' O.C. ME ra3aM 04-1, CONCRETE ENCASEMENT S4=02 wr MACHINED BEARING SURFACE 1-5/ 8" BOLT HOLE DETAIL 33-1/4" 32-3/16" GROOVE FOR 1/4'' DIA. 4-1/2" If 1-1/2" NEOPRENE GASKET 7/16" 2-9/16" ,1 2-1/4" 1-3/8" 1" (-= 1-1/4" 7/16" PICK HOLE DETAIL - SEE BOLT HOLE DETAIL (WATERTIGHT COVER ONLY) COVER BACK 30 31-7/8" 33-15/16" 40-3/4" s FRAME SECTION (4) 1/2'' DRILLED AND TAPPED BOLT HOLES \(WATERTIGHT FRAME ONLY) FRAME PLAN Ilk t—21-3/4 2-1/2" 23" COVER SECTION (4) 1/2"-13 X 1-3/4'' SS HX HD BLTS WITH STEEL & RUBBER WASHERS (WATERTIGHT COVER ONLY-V1480 APT) i IT -1/2" ! ►jai 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) LLEG V, COVER FACE (VULCAN V1480) MANHOLE RING AND COVER & WATERTIGHT MANHOLE RING AND COVER 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 0 0 a Crry OF BRYAN The Geed Life, Te= Styte.�` DRAWN BY:Af DATE: 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE: 84 SHEET 4 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'-7" BELOW PROPOSED BACK OF PVC DOUBLE WYE 2.0' CURB, MIN. SLAB ELEV. MUST BE SET TO ALLOW SANITARY WITH PVC CAP (SEE NOTE 3) '�1� ' SEWER SERVICE. � L z n 2. MARK EACH SERVICE END WITH � -' z I METAL "T" POST PAINTED GREEN. 0 3. ALL MATERIAL SHALL BE SDR 21 > D2241. 4. GLUED FITTINGS WILL ONLY BE 16 ALLOWED AT THE DOUBLE WYE � 1\1\ Q� CONNECTION AND BENDS. GLUED `\ ~� FITTINGS TO BE PVC-DWV. ��� �> 6" CLEAN OUT STACK 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 D FOR EACH SERVICE. D\ R-O-W .� 2" CUSHION REQUIRED VARIES \ CEMENT STABILIZED FOR ROCK, CONCRETE SAND AS SHOWN. 3.5' MIN.(SEE NOTE 1.) III -NOT LESS THAN 3" PVC (SEE NOTE 3) "" % SLOPE) " ( MIN 1, , STD. 45° BEND A STACK VARIES IN HEIGHT 2.0' ° 45BEND T-Y SERVICE FITTING (SEWER TEE) SEE NOTE 5 STANDARD CLEAN OUT FOR MAIN" LINE E�!: STD.450 BEND �,...� C DEEP CONNECTION PROFILE S2=01 A A SELECT NATIVE MATERIAL ORIGINAL GROUND IN FUTURE STREET AREA R-O-W MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) NOTES Ate VARIES INCHES IN THE LARGEST DIMENSION), COMPACTED TO A PLACE METAL DETECTOR MINIMUM OF 90/ OF MAXIMUM DENSITY AS DETERMINED BY TAPE AT 12,' 18 DEPTH. 1. FOR BEDDING AND TRENCHING WITHIN EXISTING STREET/ ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN STRUCTURAL AREAS SEE DETAILS FOR OPEN CUT STREETS. / D - •>-� i -' OPTIMUM TO +4/ OF OPTIMUM UNDER NON-STRUCTURAL 2. ALL BEDDING & INSTALLATION OF PVC PIPE SHALL BE IN 3.5' M1N.(SEE NOTE 1.) 6 AREAS (ie... YARDS, PASTURES, EASEMENTS) AND TO A OA SELECT MATERIAL ACCORDANCE TO ANSI/AWWA STANDARDS FOR PVC PIPE. I MINIMUM OF 98/ OF MAXIMUM DENSITY AS DETERMINED 6"-12" �) BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL B (MANUALLY O -'Y OPTIMUM TO +4/ OF OPTIMUM UNDER FUTURE STREET AREAS. BE IN ACCORDANCE TO ANSI/AWWA C150/A21.50. CONSOLIDATE © GRANULAR MATERIAL AT OPTIMUM 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. N PVC (SEE NOTE 3) MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE MOISTURE) 5. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE w (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 7 WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: UNDISTURBED SOIL G T-Y SERVICE FITTING PIPE[�_ 6. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY PAVING MAXIMUM LIQUID LIMIT 45 OZD.-'OR w (SEWER TEE) SEE NOTE 5 MAXIMUM PLASTICITY INDEX 15 PLATING PLACED AT THE END OF EACH WORKING DAY. MAXIMUM PERCENT PASSING NO. 200 SIEVE 35 MIN/12" TWENTY-FOUR (24) HOUR NOTIFICATION TO ENGINEERING . MAX.. o:.. 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 . BEDDINGPIPE PVC SERVICE CONNECTION S2=2=0 � '1 /►� rff of $RYAN TA8 Goodafe, Tem Styk.m DRAWN BY:* DATE: 01-01-05 SCALE: N T S APPROVED: W.P.K. FIGURE: 32 SHEET 2 OF 4 ORIENTATION MAP I Existing 6'vWood LG - 187 Privacy Fence (TOTAL BUFFER) See NOTE below cl4q' Steel �� '! / \ FUTURE PH 0 CP - 11 CP - 30 - (BUFFER) 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 r uniformity of shape. 02. All Plant Material must be approved by the Landscape Architect before installation. 03. Verify all quantities before installation. 04. Broken pieces of sod (smaller than 8" square) 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" shalt be containerized. 05. An automatic irrigation system will cover the entire landscaped areas. Oq. Bedding Soil (flowerbeds) shall be prepared to a depth of 8 inches and. consist of 60% Sandy Loam Topsoil, 20% Black Humus, 10% Mushroom Compost and 10% Red Shredded Mulch. 10. All flowerbeds shall be top dressed with a 3" layer of Black Humus or equal. 11. Install 3' diameter mulch rings (3" thick) around all trees (canopy and non -canopy) which appear in lawn areas. 12. All plant material is to be guaranteed for I full year. 13. Erosion control is required as needed and clean-up is included. 14. See Site Pion for topographic information, existing and proposed utilities, easements, adjacent land uses, existing development and roadways. r I r �, eel '• '`� ��o A -. �� i { 1 ' t I v+^` ��c.`� -. �a � I 8 �AR -�§ 8 2 - GE r/ AJ - 4q WP - 12 ' eel Bike Rack (8-Bikes) BC - 2 Sidewalk -Enhanced Paving _ CM - 3 a i t 7 i 2 - Cedar Eim (Existing) WP-20 ,IS' Steel L NL - 12 13' Stee --- -5C - 2 q7' Steel !' NL - 24 DE - I i DE - I — DE - 1 GM - 4 :.x. ..: ... L L CM - 2 O L �00 DE L - I / ;:. DE -2 I CM-3 CM-2 17' Steel 1s---- --- _.. - -- -- -�-- -- - --- AF - 10 i LO-2 4" AJ - 21cl _._..-_.58' Steel i CID CM 2 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 disturbed during construction. CP - r� — LG -' q6 r a /ffaNH1i111N111I ' 1. F���•1■I�IIfINI■111■11 � •ME r. DEPOT � /j//Y//� //✓//'M.J/'H/%/%/ �l H.Y ...w � Hi�-L• i �i1C i mm1(iQ►QIIiO L il�I!� noon .. Illlll!1�1����������11111111111111111111 !.!illlllllllllri�!l�---"�►IIIIIIIIIIIIIIlIIIII / M. wool CM - I - Landscape Calculations PHASE 2 A Required POINT CALCULATIONS G Site - 016,256/ 1000 x 30 x 2 6,776 Points - T -- Buffer -- NONE REQUIRED (Previously satisfied in Phase 1) _ TOTAL POINTS REQUIRED CANOPY TREE REQUIREMENT Sidewalk - Enhancers Paving 5,775 Total Points x 50% = 2^5 Total Points Required Proposed Landscaping _ DE NEW CANOPY TREES (container) L O} L I I@ 300 Points (3%2" Cal.) = 31300 Points 31wo Points NEW NON -CANOPY TREES (container) 31 @ 40 Points = 1,240 Points I,080 Points SHRUBS (5 gal. or larger) 134 @ 10 Points = 11340 Points 11040 Points SHRUBS (I gal.,; L O O L 23 @ I Point = 23 Points 23 Points CM 2 CM TOTAL PROPOSED LANDSCAPING 5,g03 Points - - 3 Plant List - PH/�5E 2A Key Quantity Size Common Name (Botanical Name) Point Value Points Comnnants Canopy Trees Ah BC QV 4 3'/2' Cal. Bald Cypress (Taxodium distuchum) 300 11200 12/14' Ht., 4/5' Sp., Matched 6'-0" Clear Trunk Min., Container CE ® 2 3V' Cal. Cedar Elm (Ulmus clossifolio) 300 600 12/14' Ht., 4/5' 5p., Matched 6'-0" Clear Trunk Min., Container LO 3 3y2" Cal. Live Oak (Quercus virgiona) 300 q00 12/14' Ht., 4/5' Sp., Matched 6'-0" Clear Trunk Min., Container RB 0 2 3y2" Cal. River Birch (Betula negro) 300 600 12/14' Ht., 4/5' Sp., Matched Non-Cawpy Trees 6'-0" Clear Trunk Min., Container CM O 31 2Y2" of Crape Myrtle (Logerstroemio indica 'Watermelon Red') 40 1,240 6/8' Ht., 3/4' 5p., 3-5 Canes, Matched, Shrubs Min. Cane Dia = I4 1' AR 8 5 Gal. Antique Rose (Caldwell Pink) 10 80 IS" Height Min., Rooted, Full DY ® 18 5 Gat. Dwf. Youpon Holly (Ilex vomitoria 'Nona') 10 180 12" Height Min., Rooted, Full EL O 32 5 Gat. Elmognus (Eloeognus ebbengii) 10 320 24" Height Min., Rooted, Full FG O 17 1 Gala Red Fountain Grass (Pennicetum setoceum Rubrum) 1 17 15" Height Min.,` Rooted, Full LG ® 4 5 Gal. Ligustrum (Ligustrum japonicum) 10 40 36" Height Min., Rooted, Full WP ® 72 5 Gal. Wheeler's Dwf. Pittosporum (Pittosporum tobiro 10 720 15" Height Min., Rooted, Full "Wheeler's Dwarf") V5 Q 6 I Gal. Vor. Jap. Silver Grass (Miscanthus sinensis 1 6 15" Height Min., Rooted, Full Csro" Cover 'Voriegatus') AF LJ 16 1 Gal. Asparagus Fern (Asparagus densiflorus '5prengeri') 0 0 Pot Ful AJ � : 101 1 Gal. Asian Jasmine (Trochelospermum asiaticum) O 0 Pot Full, 3 - 12" Runners, min. Turf L Lawn Field 5q, Ft. Hybrid Bermuda (Cynodon sp.) 0 0 Solid Sod, Weed Free Verify NEW TOTAL FOR PHASE 2A LANDSCAPING 5,g03 Points 1 ®0000OpO OF tU • ••�•ROBERT B �•RUTH•••• 1434 q/6/O6 N o =N NCON ..N 0 ON to WNQ! U ` N N 1.am Y� W VI N 1 o V -t3 4- 0 W nCPn` W QJ 4- 0 IE !ED FOR COMPLIANCE SEP 1 3 2006 Pol I Grr- QTATinnl Date: 05/05/0no Revisions: 6-2-06 - RBR 8-2q-0(o - RBR q-6-06 - RBR Sheet Number L5 1 Sheet I of 2 Rain T Connection k I yp.,/ olve Box With Cover inish Grode/Top of Mulch lectric Valve: (SIZE VARIES) Lateral Line VC Main Line Pipe 03 Electric Irrigation Valve None None All Other Valve5 Use Rainbrid PEB Serie5 M TURF HEAD G` Pop-up MPR PLUS NOZZLES (SIZE PER PLAN) NOTE: INSTALL SPRINKLER AT FINISHED GRADE APPROVED BACKFILL --TORO 570Z-(oP SPRINKLER LATERAL TEE LATERAL PIPE 71- 04 Toro 570 Series Spray Sprinkler None None FUTUIRE PHASE 6- /V I %no I I -1 %80 LM Irrigation Plan 01 Ref: None Scale: 111=301 North hLQje,: Verify all dinmmlons before construction. gation 5pecifications 1. All main lines are to be Schedule 40. 2. All lateral lines are to be class 200. 3. All f ittinq5 are to be schedule 40. 4. All wiring is to be 14 gouge. 5. All Sleeves to be Schedule 40. G. All electric valve5: (Refer to 03/1RI) 7. Controllers are to be Toro Custom Command (metal cabinet). 8. All valve boxes (concrete and plastic) shall remain flush with f inish grade for a period of one year or will be rai5ed/5traightened 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 Landscape Architect, Owner or Owner5' Agent before pipes are covered. 11. All irrigation ditches Shall be backfilled and tamped. VAN Tie to Phase I Mainline Stub Out x INIt IN my) 7 V11 E I 40W 14� _14W�4 _1411411414_)� _1444�. '1171S.- '1171',"' I'll 111 1 1 - Sleeve to be 2' 5ch 40 PVC with I I VOMN ha sweeping ell at tum up for exterior mounted NOTE: c4nVoller. Verify location before Installation. PHASE 1power for irrigation Controller is to frunished by Owner. A pull -string Is to be placed In the sleeve Verify location of poDer before instaPadtion of Controller. at the time of Installation. Irrigation Controller #1 W I=_j luo �4 �4 3 g! IRK'. I, 3,., 14'A" frvl 0 , 9�?AAW, —Y 4 7/ . . . . . . N Co' J_rw II 11,4404W" �roi� WA Tower%... or -InstwidtW. 5� 8, T W Ka U EVI� X, Iv _Z1-;_,�1'1'1Z, -IF -�k tn't"N U & Is' ,I a 4 g. 3,1--v 0 r so_- W� If jo Li -I _10 -�o - OUn 'd w ep -0 'it "Op te 0NI._ VL -541 �Q it' Vtum 4Mi string 4 yl 0.6 _j �4` 3. K Y ULJ i�A -�Tg J 24� W u Q-'r _7W -7 t, , y pi Q- U R�, V, z w M� 0� �J I 4V KV�; B be swft ftwwr �y w6fy 'Itlih J F"* 'Widton�"'fi-` zv , I X (is 4 a� �-V n�l _z, J" I_- 1 0-111 T, -4-1,' - 01.; J" oil r Na'E: F ortions, of tt VAN VAN a :Fematic. L NOTEt VAN It side planted Portions of the pipe layout are schematic.. Lines we to be located UNENS fln"Ro-flu"ATON SYSTEW Inside planted areas. VBA(Refer toO2JIR2) 1 21 Sch 40 PVC Sleeve for Irrigation Wires 1.5N Mainline -2.5"Maintine I DOUBLE DOUBLE DOUBLE DOUBLE VBA(Refer to021IR2) f __.�LEEVE LU _��L�EV�� �EV� 5LEEVE ap >�7 — — — — — Valve #1 01 G 90NE 1) Valve #3 (Drip (ZONE 3) Vq112 2.5" Mainline Ask. I "I f,O 8 . '4C Irr-1gotion 5ymbol Key SIrrigation Controller MB Vacuum Breaker Assembly A Electric Valve (03/IRI) Toro 570 Series l,rigation Head 2" PVC Irrigation Mainline PVC Irrigation Pipe (size Varies) :::-_=-_:4" SCH 40 PVC, Sleeve Under Concrete (unless otherwise noted) ��-NOM I sf, Portion.-$ of the plp.�_� vwr� We. schemotc. Lines are to be located Inside planted areas. �W [INIM140 M�l M �e a 5LEEVE (TYP.) e) M_ (o) T— — — Vaiv (ZONE 2) ---+40TE: Portions of the pipe outcre irbieA ary � L be located Inside planted creas. LU > 51 NGLE CL 5L.EEVE (TYP.) _15 CLO, Luu, Q-1 2N 11 NOTE: Portions of the pipe layout are schematic. Lines are to be located lnsIde-pkr&ed--trea&.— .0 T1 F 1AZjt e J 9 VIE, E R R4 LIA H SEP 1 3 1COLLEG iu 'PIIASE --U. -RE ESIAI DOAL S t I � gR If OF 11 rA 0 % 0% ......................... ROBERT B. RUTH P 0 ............. V. 1434 WIS S tit N 04 0 CO (D um X 0 C 0 C; 19 In 0 V_ 0 a N X C CP Date: 05/05/0(o Revisions: 05-15-05 JMR 6-28-05 RBR q/(0/06 - RBR Sheet Number IR 1 Sheet 2 of 2 Irr-1gotion 5ymbol Key SIrrigation Controller MB Vacuum Breaker Assembly A Electric Valve (03/IRI) Toro 570 Series l,rigation Head 2" PVC Irrigation Mainline PVC Irrigation Pipe (size Varies) :::-_=-_:4" SCH 40 PVC, Sleeve Under Concrete (unless otherwise noted) ��-NOM I sf, Portion.-$ of the plp.�_� vwr� We. schemotc. Lines are to be located Inside planted areas. �W [INIM140 M�l M �e a 5LEEVE (TYP.) e) M_ (o) T— — — Vaiv (ZONE 2) ---+40TE: Portions of the pipe outcre irbieA ary � L be located Inside planted creas. LU > 51 NGLE CL 5L.EEVE (TYP.) _15 CLO, Luu, Q-1 2N 11 NOTE: Portions of the pipe layout are schematic. Lines are to be located lnsIde-pkr&ed--trea&.— .0 T1 F 1AZjt e J 9 VIE, E R R4 LIA H SEP 1 3 1COLLEG iu 'PIIASE --U. -RE ESIAI DOAL S t I � gR If OF 11 rA 0 % 0% ......................... ROBERT B. RUTH P 0 ............. V. 1434 WIS S tit N 04 0 CO (D um X 0 C 0 C; 19 In 0 V_ 0 a N X C CP Date: 05/05/0(o Revisions: 05-15-05 JMR 6-28-05 RBR q/(0/06 - RBR Sheet Number IR 1 Sheet 2 of 2