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Home My WebLink AboutGateway Center Phase 2b Site Plantqs� 246 114 I Nxi I I I\\. FOB I AN ADDITION TO W rr IL F i W Owner z W Delmar Baronhead I LTD. 0' Index Of DravAngs 4645 N. Central Expressway, Suite 200 >�: C1 COVER SHEET Dallas, 'Texas 75205 a PLAT 0 SITE PLAN North W (214) 219-5600 D C4 PAVING PLAN Contact: DOu�Patterson SITE� Q C5 GRADING PLAN C6 STORM SEWER PLAN (REFERENCE ONLY) C7 WATER/SANITARY SEWER PLAN & PROFILE (REFERENCE ONLY) C8 EROSION CONTROL PLAN n g i n e e r �P C9 DETAILS 1 ° J o� 00 DETAILS 2 Brochette 0 Davis in Drape z �X00 LS3 LANDSCAPE PLAN 4144 N. Central Expressway, Suite 1100 n ��0� c.oa r IR1 IRRIGATION PLAN VICINITY MAP Ao� Dallas, Texas 75204 NTS ti (214)824-3647 REVI C 0 Vi IA 5 ° (214) 824-7064 (Fax) rt6 . took 0 0 Contact: Jim Riley,P.E.LEGE STATION��R�° • •. t ENGINEERING o g o N s JAMES A. RILEY Coo'zo EWEMR 7321 y b COMPLIANCE 4. @H COLLEGE STATION O NT SEWICES �� C I --------•-- ►-- •-•- •.�.. ,n-.-1.--r..s-:..r ..c= : z,. .a .•L,c.....- *►-.,,,.-o..-os. �. .c-.:_ ' i LOT 9. BLOCK 1 ' / / / / ' . , 1 / , , i , , , „ , , , , 1 1 1 1 1 I 1 t 1 1 / '1 1 1 t , f 1 1 / , , , ' 1 , 1 i 1 1 "'�•• w ---- DETfNTION POND • - �� / •' 1 t l 1 1 7 1 , t 1 / 1 , t l 1 1 1 / 1 1 , , , i l 1 1 , 1 1 / 1 1 1 / 1 1 t 1, 1 1 , 1' i 1 1 . 1 1 1 1 1 1 1 1 1 1 1 + 1 ? -----_ '� VOL. }i998. PG. 262 - - - - - - - - - - � ♦__a._a__J..J__a-J__wd--IJ--IJ_../---..--..a__�-a-_J-�w_..-a-.►.._..a...�••-�•.�+.�..r� t"e•-.T'-Z-�'�.. ��..Ta�=f:� �.�.�.•� �-T? *T � ��"C..7� 'i.�`ww.t. ; 1 s 1 ---- _ _ PER Vol.3B_s3 13 3 00 YEAR • � /� ,: • / rJ i.�Q�i � •£7z.> .. --F 1------_J L-------•T-�•--- -t't--- - -j � /�{� .t _ _ . .. i / _ _ -IOT It jikq i�1.-1 -J L-_--..-,.t-L-_-----J_'L------� r-j L-------j L---�►---� 1•-------7 1 SANITARY SEWER MANHOLE 1 1 - TJ' T9WA•� PHAN 2 1 , 15' PUBLIC UTILITY EASEMENT. �--( "t TOP 10" PVC=272.20 / 1 , 1 1 1 1 PER VOL 5$09. PGa 70-71 + 1 1 /2' IRON F1 -261.9Q 20' PUBLIC UTILITY EASEMENT , ;ROD I� • // ( ; ;F { 3. t ` ;,�� i t PER 5M/70-71 i , 12-2r � ACRES i i ; ; ; � �.5�, .,C G i i TELEPHONE VAULT i• 1/2" lRON j j 4_i � 20' WOE SLOPE EASEMENT 1>_J TELEPHONE ,------------- ------:�_� --------------------------------------- �R'1�Ir # �� VOA. +4974, PG. 249 �, VAIHT ; t � ��Z•� , I `;11;k . ROD FOUND ��.__--j 15' BUILDING SETBACK ..L.. ..---------•---------_---- -_--------_- -- .. ...--------------- _-__-_--__-_------_--_-----_---___--_- / • \ / �,,,� 1JITi! caP �, =�,;,;;.;------------ ._---...... _---__-��/er goorltr�' ___ -- �� i� ��"�/��. !F --� i _jPOUND liRt1 CJIP 1 _ _ .�- _ r VAR UTILITY ABLE EAS ENT WIDTH C l7 - -? 1 _ _ _ ��_ - - - - M'�=c-'� -•+" I �' 4/PJ' IRON R00 POUND VOL IT Pt'i T /114.23t-� - - :" <, *�.'►_ 29 w I_ I &t5: 5 4+•4sa�e-e.7z•ass. i/z' IRON 5 - € EM • - � - � MANHOLE 'C/ Roo FOUND g 41'S3 4 "W �--� „ +: i.i _ - -� _ - .! \1riTN i �' • w-- .....------- _ _ -•_ wq•w...,•• w_-w nw-r__ .. + _- __+....-. --• _ _` - �'~•^•-^D " STORM SEWER '.�8 .- �- - !� TOP=271.89 ROD S>rT lq 20' WIDE RI18UC FL 36*-262.84 1 , / SANITARY SEWER MMHPLE <a3 ` 1 --_--r ' ' ! y�s1 pvl�` �TOP=281.21� cDd �.,..... �- SANITARY SEWEfi MANM� :"-� ►.� .a r r -8'-272.31 �• . TOP-275.35 ��. \ 3J V Lvi1 ` ' SCALE: 1 "=60' / _ / ,..,,• �,,..r''C , �•,, 1 o I `� 'MELEV: HA MK: TQR -•- \ a ; l% 8• SANITARY SEWER LINE Fl. 8'•1263.08 \- ' { s� % n, s' snA,�°ur IRE HYDRANT / / 1 STORM SEWER VMHOLE �`I, Y �i 27�0' I �'� 286.48 SEWER GRATE / TOP-28t.02 \ 4 L.ss` N f1 .i6 OUT 04 • " • TOP-271.79 .� ? a. p r FL 12 OUT-278.32 1'N 49'15 12 £ 143.52 sj6 , i `''a \ { t 1 +" \ 36' STORM lit SEWER LINE LOT 11 BLOCK 1 \ / // , FL 8" PVC = 278.47 ! STORM SEWER MANHOLE \ ACRES • \ / ; i btu, I FL 12•rINx77.23 NA l ! PHASE / r: � 'FIRE E g THE GATE t#A 1 rt q i i i �.o"fie l LANE* i� 1+/' ao REPLAT LOT 1 e % ? / 1 iIli4FY; 1/2• IRON 1 , ; • ; ,•< R00 5CT BLOCK 1 % �doV''G PHASE 1 N 1.661 ACRES o y ROD 5tT VARIABLE WIDTH PRIVATE ACCESS EASEMENT 'C" 0.82 ACRE 35.865 sq.fL 1 • : t VOL 5779, PG. 186 1 1 ' t 1 y .� 1 1 2 c, i ss; s., 100 YEAR �O• ~\ I ` - STORM SEINE GRATE �` yj STORM SEWER MANNHOLE ♦ f L0 ©DPLAIN 1 _ ` TOP-277.66 ; , TOP-277.74 ♦ SE-269 • FL 36' IN-267.64 2 ....,__,.___...,.•28,� .--------•-ft 34 POu•=267 ss . r} 8 `�" --- - ._ - 2 i • FL 36 OUT-267.09 'FIRE LANE"=•�.-66``_ 28.3 _ 883 8--------'_'_282--�28s --282- __ �2£tl--- -8 SIGNy81 280 r"- ! -w 7-�...�• •t- LaoRON olSET 28 8`- f--------- ' `-- -?°?lam "~�- 28p _ � +�h��r �y t'I---------- -------------------------------------------------- /y% 28�\ if \ 1`---------------- - - a---------- - -- ------------..-------------------------- yt37 'l ��''`.` %ta,sF tO' PUBLIC UTILITY <. •fY/, .� / . �• r / �.,,.. � \ "`,''� 11�;• EASEMENT to VOL 4998, PG. 262 (3) WATER VALVES 4..,ciT 1, RLO�CK 1 r l ,✓ ^a`fir ----. s `� r I �� ,` 6=7 264.98 / cd, \•,' ' 36' WIDE `� �• T GATAWAY PHASE 3 , •: T ,� / (0 : /.. � "•,, 4 \ �� CONCRETE f • `"'• l ; ti ,r� ��,Ir ,, l• STORM SEWER MANHOLE- ;., uONCR 3 9• k . TOP-29o.79 Oy �' i'' Q tr •�' y M� 30 FL 24' IN-286.69 ..•, {, ., .; /'� OUT-285.86 , " 7'- �` \ LOT 11, BLOCK 1 h �: Mi• \ .._ ,9� , -r_ -18...- \ . N y >b; 11.323 ACRES FL 12"-288.2.7 f` •!, ` "„ •;^$''•eil'�` .v. � ..ray "ZE i fii ...-••--•-•-, .%.��-„�...+-�.-. , •--•.,. \ \ � ? '' N: ' , , r " f �..�� tiAta t Sri `f?�! l.'� � � _"''�''I � '� �.. �"`i/ �__ 1�13'•�. \ \ \ , � '.�.d ' d i' "._ ` '1'• ;i; ,}} �A_ f Cc �� ,�a939 \ .. �,Q(� \... \ tr i ig LXAD PLUG{ & 1 V `• _ R;' ' •i •cat \ <' 'L• �:.,.: `. §..) pf."`WT ""�� J.+c �'•..� c.�G• � N 1C TACK StT IN � i • w,u0i / ' 3l3 t `4: ' ,..L . � �� 91 , , �i` CONCRETE ORNt uc e u 1 II 4. s�� /�ti �/ ` -�'+ ,s t,.." (` : -s,_ '' 't. "ti..2:% �``�.�,�....��' •� `c Vw CCi` 1 '�tb n' ` +�v 14L a • �01 ai' S SEWER MAN 'q �4� TOP-295�78N w4k `. 11 `� FL 12 81.88 ` � 1 i, �'•pQ� i '•mow r �jk SANITARY -SEWER )"H= LOT 8. BLOCK 1 / 2.086 ACRES �/ , \ REPLAT OF \ GATEWAY SUBDIVISION, PHASE >/ ,0 \ \ 20• VOL. 6372. PG. 139 \ y 1 ` / / 1 1 / lu � � r SANITARY SEWER MANHOLE SANITARY SEWER LINE SS STORM SEWER MANHOLE 4D STORM SEWER LINE TELEPHONE PEDESTAL TELEPHONE LINE T TELEVISION PEDESTAL TELEVISION CABLE '-- WATER METER Q WATER LINE WATER VALVE FIRE HYDRANT OVERHEAD ELECT. LINE E POWER POLE • s• ,1� , ,�,�•. BENCHONK: 1 • �`� 4Y ` SQUARE CUT IN Q.C. EL.EV' 286.48 1 y tf4�� C'� "i•�'f-�14 tt / I "x• IN / •ir set IN CONCRCTR COW LOT 6. BLOCK 1 / THE GATEWAY. PHASE 1 ��'``TOP-2s3.0SEWER ►u7wHOLE VOL .3663. PG. 313 COULD NOT OPEN • 1/r WON ♦ _ I LOT `CA. BLOCK 1 i!r 1.106 ACRES ROD Se f THE GATEWAY. PHASE 1 REPLAT VOL 4998► PG. 262 ` •,� 1 i/r WON R40ftT i 1 WON 1 /r 1 ROD SET I ">C' SET IN CONCRETE OREV'r'4EWA-L 00�LAT 1 LOT 7, BLOCK I a 1.46 ACRES �v THE GATEWAYt PKASE 1 / VOL W. PIG. 313 It 15• PRNAiE Ess QiT _ _ N'V(-------- Ty r P VOLC 998. PG_ 262 PRIVATE ACCESS be �f33;Jfia'; Pil6uc imp ^y{ ti{rii> 7 -- VOl- 34ifi3. �►_ __--- - Ir SET IN fj �ONCRETt t VARIA81_E WIDTH t PRIVATE ACCESS 4c 1 PUBLIC UTILITY /� jy cl� VOL 4 EASEMENTe . 262 y �0* '�/fj , LOT 2R. BLOCK 1 40 3.39 ACRES�� •>r 5ET IN M ' CAN=TE 30' PRIVATE ACCESS & Pueuc UTILITY EASEMW `i:I•' }'(fi<<:n: r VOL 66 3PG. 313 r SANITARY SEWER MANHOLE TOP-279.51 .<::.. FL 6' PVC IN-270.01 j 5LT IN IA 8 FL 8' PVC OUT-268.31 1 PUBLIC UTILITY �• ; s ib ► VOL 37733$�PG. 277JI i 1 4. ` JI o tc, LOT 4R. SLACK 1 i n 1.84 ACRES 1 a . op , I I 1 . . 1 � � ,- + i5' PUBLIC urLrr VOL3�F� 277 • " Vol Pg Bk D6693 C11 op892189 OR NOTES: 1. BASIS. OF BEARINGS IS THE REESTABLISHED SOUTHWEST LINE OF LOT 1A - 16.997 ACRES - BLOCK 1 AS SHOWN ON THE REPLAT AND SUBDIVISION PLAT ESTABLISHING LOTS IA, 5A, 9, 10 AND 11 BLOCK 1 OF THE GATEWAY, PHASE 1 RECORDED IN VOL. 4998, PG. 262 WITH A RECORD BEARING OF N 48'03'22"W. 2. A PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE 100 YEAR FLOODPLAIN 'ACCORDING TO THE" FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED Af EAS, COMMUNITY NO. 480083, PANEL NO. 0142C, MAP NO.. 48041 CO142C. REVISED PER LOMR'S ISSUED ON SEPTEMBER 19, 2000 AND OCTOBER 30. 2003. 3. THIS SURVEY • WAS CONDUCTED WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE. LIMITED DEED RESEARCH WAS CONDUCTED TO DETERMINE APPLICABLE EASEMENTS. 4. BUILDING SETBACKS SHALL BE THE MINIMUM ALLOWABLE BY CITY ORDINANCE. THIS TRACT IS SUBJECT TO THE UNIVERSITY OVERLAY DISTRICT REQUIREMENT, i.e. 40' • FRONT SETBACK AND 20' PARKING SETBACK. i.J/iG II'Ii E.- UN£ 864RING DlSTANC£ L 1 S33'53'031£ 27.87' L2 S68'09'56'1V 32.72' 13 S.3.3153103"£ 237.95' L4 S55'04'50'1V 27.60' L5 N.35'38'571Y/ 82.57' L6 NJ7'16'021W 68.16' 0 N3820W*w 74.50' L8 N70'19'591V 32.66' L9 N41'55'53"£ 751' 110 N48'55561W . 53.57' L 11 1N41155W T 60.77' CURVE L"JAH RA4DIVS A&LTA CHORD "kW C1 161.38' 373 00' 24'4720' N .32'40'581 Y-160.12' C2 112.48' 225.00' 2$'38380 N 34 :36'37"1VN 111.32' C3 15,Z 71 ' 275. 00' 31'49103" N .33'01 '241W-150.76' ROPLAT 1 OF LOT 1A (12.741 ACRE$) LOT 12:0 m,661 ACMES), BLOCK 1 GATEWAY SUBDIVISION PHASE I VOL,, 6372, PG, 139 14.40 ACRES RICI-IARD CARTER SURVEY, A-8 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=60' MAY, 2005 SHEET 1 OF 2 PREPARED BY. KLING ENUNEERING t SURVEYING 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212 `� ! ♦ / ,� ,,*,,,r_-__-_-„__ ,•,,_ - ...r_.,,..,__,..,....r.-..►.. _--r_r...._�_,---------_►-►-_-- _rw„�„�.;3.,:_�-. � ....t :_.� :3�'�:3.:'VG:r..:.3�7r.;•-��.s� e..:3�'.�.C.-3�. .+C:� 1 � 1 /.� � / , , 1 1 1 1 / t l 1 1 1 1 1 1 f 1 1 / 1 1 � �' 1 1 / ,'-- / 1 1 t 1 1 1 1 t 1 ! t, 1 1 1 1 1 t -/••- ' ( 1 1 1 1 1 , 1 1 1 1 1 1 1 1 t- II \` I / ' f t 1 I 1 I 1 1 1 1 1 11 1 1 t t 1 t t t--�_-__---__.�...a._i_�_._..- r�_r.a-�.._..-a_� _-a._�_-a_-..--•�. +_--r•-L""•w.w-�. T:-1.�f .- Tom'-��T .i:� ►.�7►_��_s C�-�C_7'-- / i 00 YVIR _ - - /� %2W PUBLIC UnUTY EASEMENT /' � f� tl' A F PER VOL. 3663, PG. 313 / / jPt rj..00DPL. I I .,F`)¢ _J 1•-------- 1•--------r_1---- •F�'--------J ��IIT �t� �J-1-----__JrT--------J 'L-------i r-f-T•-------J'L--_�_.--1-L-- -__E3FE:�269 / % ' 1 i i 2 1 1 is' PUBLIC UTUM EASEMENT.- TT9WAY PHA211 . 20' PUBLIC UTILITY EASEMENTe RER VOL09, PY,a. 7D-71PER 58DA/70-71 ii1 7 ACRES i i 1 t i 1/Z' IRON j j E-� (� "� •�20'yIDE SLOPE EASEMMENT i_i��ROD FOUND 15' BUILDING SETBACK--►f�rtl -ti ��-• -"--�- / ^ . .. ...PG. 28-T-=_----�-��iITH %AP -.- �.� ..� ....� ....t �.�w -�.w• ....► w.r wnww -.w.- ...._ ....r .�•t ...._ .-w+ 1-.-. 4i aoN114.23 .....► .. *. w w• �,ugl!r Rt► wr �. w• ,... ,.� �,.D FOUNO S 41'5$14 ------------ - - 1/z IeoN 3TIIN c�P / 1/z IRON - - --------- ----------------- ------------------------------------------,•--------------------------- .:�:,---------ROD 5eT--- aROD SeT 2D' WIDE PUBLICS a15/ir IRON 90D VOL 499H. PIi. 262�.'`WFOUND Y1CTH CAP .:� 1 1 unurr EA;;EI�NT � 4=,,. +► 1� s 20' WIDE PUBLIC UTILITY ELINT uTlu ;EASEMENT • � f � 1 1 1 � 40P / 20' WIDE. PUBLIC 40 ♦♦ iI N ; 1; UTILITY EASEMENT ti *` 1 1 , 1/rWON P.O.B. - 15' WIDE: gooa PUBLIC UTILITY EASEMENT 2 LOT 1 AR1 ' N 1204'17 d �' z 1 1 1/r IRONROD 5cl � 1 t I � •�,^i�Vj A �� `� VARIABLE WIDTH PRIVATE AO= EASEMENT 'C" 0.82 ACREF•�., 35.865 sq.R: ; ; ' "'`; + is ? 34% VOL 5779. PG. 186 1 t ! / •�,. i1a ? �- i '"QQ Vicc'' 15' WIDE: PUBLIC tt` ..,.;, Ll ! I;JTILITYEASEMENT ACRE ROD SIT,'ST`;�'.i: :,��,r�, e.r,�+,•,•.aQet�+ec-rar. 1 •r TIUTY 1 . i .'r {. .1,. , tr f{ �- n! > 'a vi `)' '7 i' ti'%f ! +'F tk et .;y ':� _ ^yi < "? w4 r `�i�-;t�..,7 •l; �� !. . 0'-11 s°%, i's> 5 ,13,_l i .ntE rat,.,.,..+ .t£kz p,•a�s,•?r �t 4 ...t,tu. 1�, �,,�. r.`,� - r ` i.: �-ta;'\� �i ��t 4 , v:�]q.•,{, 1 1 Z'.cCl► _ `.fir . ,;```: ��:�4' • �o- �'0. ='r '_7� 'r to l �' rt.+,f .� ,''� it. 1 L. +,� �rrrw to L21 L17 , LOT 1, BLOCK LOT 1 AR -- 2 . 1 6.207 A►CRMS t 1 2.62 ACRES � 1 1 TH9 UTEMAY, RMSS 3 • 7, . log �*xl 5ET IN C ONCRtTt t . 1 RIYq�'CC _ _ % I' j :, "rr 1'1?(." �� E��! p(/p. ``+7�� '•�'�'R. ��AL�� `+� �t3_+ • 'ia' 1 Q 1p i g + +, v` \ \`` -1O.A 1y \ 127k�C N. LOT 8. BLOCK 1 2.086 ACRES REPLAT OF GATEWAY SUBDIVISION, PHASE 1 VOL. 6372, PG. 130 h 1 r tni ,Z,%�/ UNE ;RaC. 1jW BEARING DISTANCE L 1 S33'53'031E 27.67' L2 S68'09'56"W 32.72' L3 S3.31531031E 237.95' L4 S55'04'50'W 27.60' L5 N35'3857'1V 82.57' L6 11I3776'02SY 68.16' 0 N38'20'53'14' 74.50' 18 N70'19'59'W 32.66' 19 N41'55'531E 7.51' L IO N48'55'56'1•Y 53.57' L 11 N4155 261E 80.77' CURVE' T�AI�1 .- CURVE LENGTH RADIUS DELTA C1 161.38' 37.i.00' 24*4720' C2 112.48' 225.00' 28 J8'380 C3 152.71' 275.00' 3149'03" A -LOT 9. BLOCK 1 DETENTION POND VOL 4998. PG. 262 L/2" IRON 200 5eT +�--__-------------- -- -- Y-------------------------------------- VARIABLE WIDTH PUBLIC 5/0' IRON ROD FOUND BRS: 5 44"4W39r &-0,72• VOLU4998 62 S LOT 11, BLOCK 1 I I -M ACRES a THE GATEWAY, PHASE 1 >n REPLAT VOL. 499% PG. 262 .R , \ 100 YEAR ' f'LOODPLAIN 1 BFE•269 1 Iv, l------------------ .._ -- \•-------------------------------------- r_...._----_---....-.. _�.---__----_ __..-------------------------. i 10' PUBLIC UIIIliY i EASEMENT VOL 4998. PG. 262 I I • 1 � / 1 , / 1 � / `% 1 � , , 1 LOT 11, BLOCK 1 ! ' 11.323 ACRES / 1 i I � f LOAD PLUQ & TACK StT IN CONGRETe Dank UAD PLUG & 0 1 TAM 5eT IN +� CONCReTt DRNC f�/ t, �\ T4 It A �1• `` S 49'18'41'WN15f,L49' t '; �♦ �� `♦ � �, gyp -#A i PRNAIF ACCESS ' k1' ,` 3 : I _ . , PUBLIC ,V � 401% h� fig' '� _ - - _ ``' `• +, 20' PRNATEEPUBLIC 1►FliT.- r----jPc. 3133563. VOL �� ` � _ _ ` 1► a;oNcseTc + VARIABLE WIDTH t PRNATE ACCESS aSc Obi �„� ?'R� 1 PUBUC UTILITY EASEMENT LOT 7, BLOCK 1 VOL 4898. PG. 262 1 46 ACRES THE CATEWAY.' / r3PK#SE ' ► PG. 13�t + .► LOT 2R, BLOCK 1 ��3ci vn 3.39 ACRES , I "7C SIT IN Tf i CONCRtTt 30' PRIVATE ACCESS f "x' IN 1 / •�CpNCReTt EASEMENT f CONCRtTt VOL. 3863. PG. 313 X LOT 6. BLOCK 1 jcA. ` • ` .T 1.5p o a �1 s a T!•iE GAT!`WAY, PtIAS£ 1 \� VOL. 3663, PG. 313 1/2• IRON t � .-----__-__ ----------------- ROD � � "X" SGT W � LOT 5A, 'BLOCK 1 1/r 10' PUBLIC UnLI Y EASEMENT 1.106 ACRES ROO � S 1 �+ VOL 3775a. PG. 277 THE GATEWAY. •PttAS£ 1 , ,, 1 REPLAT VOL. 4998. PG. 262 LOT 4R. BLACK 1 , 1.84 ACRES ; NOTES: 1 r 1a2ON 1 a \ ROD 1. BASIS OF BEARINGS 'IS THE 13EESTABLISHED, SOUTHWEST LINE OF , LOT 1A - 16.997 ACRES - • BLOCK 1 AS SHOWN ON THE REPLAY AND SUBDIVISION PLAT ESTABLISHING LOTS 1A.. 5A, 9, 10 AND 11 BLACK 1 OF THE GATEWAY, PHASE i RECORDED IN VOL. 4998, PG. 202 WITH 4 RECORD BEAIRINQ OF N 4S'0 22 W. � / - 1s•PUBLJC . tj YEAR FOLOODPLAIN ACCOR04NGRTION OF THE CTO THE FT TRACT LOOD OOD INSURANCEITHIN TRATE HE OMAP ` ` 1 `1 ' ~ `- 1/x IRON ' ;t voL 3 �' n 27ii FOR Bt;ip, QS COUNTY AND INCORPOR!►TED AWAS, COMMUNITY NO. _ soD SeT � 480084, PANEL NO. 0142C. MAR NO. 48041100142C. REVISED PER LQM.R'S ISSUED ON 9PTEMPER 19. 2000 AND OCTOBER 30, 2DO3. 14 _ M + _ 3. THIS SURVEY WAS CONDUCTED WITHOUT THE: BENEFIT OF A _ COMMITMENT FOR TITLE INSURANCE. LIIATED DEED RESEARCH WAS----- CQNDIJUED TO DETERMINE APPUGAK3 E,!#SE; MIENTS. •r 5eT IN CONp"Te Ct'{GY1'Q tOFaRlJI�G 4. BUILDWG SETBACKS SHALL BE THE Ur ALLOWABLE BY CITY 4+ N 32'4058'WN1¢0.12' ORDINANCE. THIS TRACT IS SUBJECT TO THE: UNIVERSITY OV RLAY ff�M DISTRICT REQUIREMENT, i.e. 40' FRONT SETBACK AND 20' PWKING N 34W'J7"WN111.32' $kTWK. N .T T'D1:24'WN t50.7¢' OWNER'S ACKNOWLEDGMENTS AND DEDICATIONS STATE OF TEXAS COUNTY OF BRAZOS pE�.MAtt gAa,cw k� � We. Owners and Developers of 14.40 Acres and designated hnrain 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, Efrazos 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 water courses, public drains, public easements and public places thereon shown for the purpose and consideration therein expressed. Frank Miholopoulos --Gwrm,6 1 7% F"SsQC"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 ! - day of ___ ___. 2005. "W Notary Public in and for the State of Texas N ►, IIlrIEN VAA4AS CAANEGtb fy Dubuc, Sutra of Tox" • Corruni 3" Printed Name: S C 1" - ..t;+•` Aprt117, 2008 My Commission Expires: h2 400 a ' APP OVAL jOF THE P Nl D ZONING CONIMISSQ4 ' ` �� '� Chairman of the Planning and Zoning Commission . 9 9 of the City of College S tion, Texas, hereby certify that the -attached plat was duly approved by the Commission on the day of C& , 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 the this subdivision plat conforms to the requirements of the subdivision regulations of the City of loge Station, Texas. City Engineer. City of College ation, Texas CERTIFICATE OF. SURVEYOR 1. S. M. :Cling, Registered Professional Land Surveyor No. 2003, in the State of Texas, hereby coi City 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 ore no encroachments, conflicts or protrusions, except as shown hereon. _ :* OF . • S,M. KUNG `.: �...2043 '17 '�FfSS1a?.-�Q CERTIFICATE OF THE COUNTY CLERK tiC S U STATE OF TEXAS COUNTY OF BRAZOS 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 .I day of -.._. M 4 �_ _ 2005. in the Official Records of Brazos County. Texas, in Volume 424223 Page 4:41 =2-12- Karen McQueen, County Clerk, Brazos County, Texas 15' PUBd lC UTXffY .20' PLt ilC UT1LllY &$44 r C1 C4 RW LENGTH RADIUS L&TA CHARD dI64R/N0 L!N£ "kW DISTANCE C4 8.70 ?45.W' 2'02'01- N 47'5455-W-8.70' i34 540'44 22 x 22.89' 1.35 S49'15101Y 20.00' 06 N4044 22'1Y 22.89' 1 37 S40'4422NE 44.¢4' 138 S49'15'38"W 20.00' 1-39 N40'4422W 44.84' 15' UUM PUb�L�hC II REPLAT • &CSWE �I : • ' � � LINE 8£4AYNG LVSTANCE L 12 N68'.16'49 Of "£ 375.27' ] w"T 1 (12,741 �'�1n #�w # �./ P# L 13 N49'16'06 541.27' ` 1� L 14 S40'44'431E 15.00' Q_ & 415 S49116'06'W 74.33' 16 L L 17 S4 400'E S49*1 4'15'W 1605' 15.00' I LOB. 12. (1.661 ACRES)) 118 N4044'001W 16.06' �� 419 S49'161061W 255.00' L2 L?I S40'14WE S49'14'15'ZY 150' 15.00' GATEWAY SUBDIVISION L22 L23 N404410011Y S49'161061W 16.05' 184.45' �� 1 L24 S68'10491W 63.71' L25 S21'49'20"£ 14.5.3' VOL..115 .�� "�� L26 S68'11'43'W 15.00' L27 N21'4920"W 14.53' .14-40 ACRES L29 S21*4949w 244.54' RICHARR CARTER SURVEY, A--8 L29 S2149 201E 14.54' L30 S68.11'43"W 15.00' COLLEGE STATION, BRAZOS COUNTY, TEXAS 01 N21 49:?o 4W 14.54' L32 S68.10'49'W 36 42' SCALE: "I "=60' MAY, 2005 L33 N48'5556W 8.08' SHEET 2 OF 2 PREPARED BY: KUNG EWANUAWO &1 SURVEYING 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212 t4 viNIM,g O1 A �-0 �o 0 ti o 4vW 0 0 W 0O 1 aT'�v 04 4 OFa 21 LOT 1, BLOCK 1 I: THE GATEWAY PHASE 2 \ I VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT \X E . -20', PUBLIC ROA ZONED: R4 VOL. 4974, PG. 289 UT1LIt5• EASEMENT-- ME (" TILITY E �•' �: _ PULIC IRRIG ON �® - - - - - - - - - - 1 55 E , „ , EXIST. PUBLIC i I35 Z %= 1.55'26" W N 49'1512 E - 707.18 UTILITY ESMT. ' Ali E E E ='E— :.' WWMI--------0 m ---- 1� -- — — — --- -- CEX WWMH T / IM =28J1. I I I IM=276.20 \ // I }� — _ ',� // I / FL 8"=2 A FL 8 263.09 rn EX 2Q' 66ac 1, R COMP TOR \ / } /FUTILITYASEME(VT. PIPE TRASH , N N FDC i IR-275.00' I i ( <"� a a V;• I- L-152.71' t°� j'' /` - V �•. A G AREA a s LL w "ell �H- 33'01 24 W I PHASE 2c I -I I I Buc AT_ •t d a EX. 20' UTILITY ""} I �' °' W CO `^ M LOT 1AR-2 -. �( EASEMENT 3 ~ Uj PHASE 2a �_ ~ " �', 3 ?_ M .661 ACRES O0 Tp .,, t. l SEE DETAIL THIS Uj W w w j w ZONED: C1 'yqs£• w WATER AND SEWER FIXTURES SHEET o U) U) � 0 37:0 WATER FIXTURE UNITS - 26 c ►rI FF= 285. 00 = F F = 2 8 3.0 0 g a F F - 2 81. 0 0 // •' } D } 8 • ` '4 54.0 SEWER FIXTURE UNITS - 55.4 15,051 SF. FF 285.00 W 22, 861 Sq. Ft. z W 3 28,197 Sq. Ft. 1 1 }22s.00' I e 1 s RETAIL 20,300 Sq. Ft. 3 3 < < 3 RETAIL �' Lo RETAIL n o RETAIL LO CH}=N 76'37•W } I 30T 'q �� ., °° N 00 a O LOT 9. BLOCK DETENTION POND VOL. 4998,• ZONED: CI• Exist Water - Exist 8" W. W. — 'H---------- -- Jj" I RIM =272.20 �X. r VARIABLE WIDTH FL 8"= 261.90 PUBLIC UTILITY EASEMENT I EXIST. PUBLIC :r I I UTILITY ESMT. I I I I Existing ^' I THE H OME DEPOT _ - J LOT 11, BLOCK 1 ( THE GATEWAY PHASE 1 I VOL. 4998, PG. 262 EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT ZONED: C1 s EX. VARIABLE DTH BFR BFR WI8FR PRIVATE ACCESS I FDA - EASEMENT "C' } N VOL. 5779, PG. 186 } } / I Q N , V. 8 Q PHASE 2a =�\ ZONED: C1.OV II } I °' ® o� ^ �` 5' tl� �� 6 Li b E y 'I C / PE ' 100YR. FLOODP - I II LOT 1, BLOCK 1 - }---------- -------------- ---------1- I- -� THE GATEWAY PHASE 3 - - - IFFELNI' - - - - - - - - - - - - - - - VOL. 6372, PG. 139 } j / 4i • — — — — — — — — — — — — — — — — — --- --/. ( --- — — [EX. �10()BLIC (/ / U •• �c/ L -1 / mI -e- UTILITY E S ENT - ^ a a 1 RE %V �I = i z Q Q - il 3 w w EX. 7� - D-24'47'20 - I 4 N - -\ 3 R=373.00' SpAC`cs CH=N32'40'58'W I } } Q� So. 'PIPQ c,^ Z la \\ ,� I o I 41-51 .9 EX. N 49'14�25- r, FIRELANE 31.50' N 48• ¢ 67" I " E s� q1 9S tZ9• Q — — I LOT 1 ,BLOCK 1 15 "71 � f°7 r 24 s \ . t VEME e PG— \ WWI / z - i EXI STI G TAIL so, =296.0 s 4s15'oo- w - 15a49' - ® O y / w�`�^I Reta Tr Vt A ^�3 SOO' l l '� A �� \`\ SW4W3l \ EX. 15' PRIVATE ACCESS & / / p PHASE 2 5' , P EASE ZONMI NE : C1-OV / / / 2 - - - " G eU/CD/NG NOTE: r� i 19. �wA\ - - A to / 28 PARKING SPACES TO BE x. � Y T e � / / DEDICATED TO WINGS &MORE 9e Pie 30' P � / � I'OC. �NeDI �COCk ? / ( / < R,va Ac \ ` P H S 19.88- '1 RESTAURANT PER AGREEMENT �fA cfss & - - - - 13s set Q��Q� / / / w/ OWNER. T - ELEVADON CERTIFICATE V O �� EX. VARIABLE WIDTH r—EX. PAVEMEN — REOUIPED ® ►� N / b , ONED : Tye \ ATE ACC /` r �OCc3 6wAC pCk / � , JV � C UTILI Q *2* ®® ?p. OCk 7 6 3 PG yASe 63 pc y� 3�3 \ \ L 4R, 8I.00 Y PH il 1 aN T-) PG. 27 €- rED ,.:#M'- ItC Ida ACCESS e ♦ P EASEM NT $q 9 e v VOL. 36 3 G. P313 OCG49Fwq BCpy / `335 x WWM a 1 ` / eU/CD t3 qSf 1 2% `3 s'(I —z70 01 0 60 120 Scale Factor: 1 "=60' p A I'f rOTy R O,Q � McNr`� _ s BUILDINGS FOR PHASE 2c WILL BE SUBMITTED SEPARATELY. VICINITY MAP N TS LEGEND - EXISTING CURB - PROPOSED CURB BFR - BARRIER FREE RAMP FDC - FIRE DEPARTMENT CONNECTION -b- - EXISTING FIRE HYDRANT T - EXISTING WATER VALVE - EXISTING WATER — — - EXISTING SANITARY SEWER XXXXXXXX - EXISTING STORM SEWER - PHASE LINE • ID : - TRASH DUMPSTER ❑T - 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. PARKING PHASE SQ. FT. REQUIRED * PROVIDED PHASE 2 MART) (LINEN /PETS 51,068 205 307 ** PHASE 2a (CIRCUIT CITY/RET. B) 35,351 142 39 PHASE 2c 44,177 177 210 (FUTURE) TOTAL 130,596 524 556 * 1 SPACE PER 250 SF. ** DOES NOT INCLUDE THE 28 SPACE DEDICATED TO WINGS/MORE 6 Ill FL 8"( T)=26 1 1_11V1F;.W U ir UP v Z S 5'04'50" 27.60' o3 MVIEWED FOR FEB 2 2 2007�F•� I } COMPLIANCE WE PLAN COLLEGE STrITION j I FEB 2 22001 �FdOINEB�I N �M I c �' M COLLEGE STATION %JA�AY CErqMjj EX- BUILDING UCVGLVT i�.9Cf111 0��,ES z SE 2b p i n � "' •'` ZONED : C1.OV PHA(SITE) X�p"p � I LOT 1AR (12.741 ACRES) & LOT 12 (1.661 ACRES), BLOCK 1 -i ®® p:......................... �` — d JAMES A. RILEY "W GATEWAY SUBDIVISION ...:........................... 23i VOL 6372, PO 139 I o:' �` - `I- �O��S SST .. •• &�° yq��•... SITUATED IN THE R I C H A R D CARTER SURVEY, A,8 CITY OF COLLEGE STATION , BRAZOS COUNTY, TEXAS SHEET 3 OF 12 OWNER ENGINEER 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 Delmar Baronhead I, LTD. Brockette•Davis •Drake, Inc. 4645 N. Central Expressway, Suite 200 4144 N. Central Expressway. Dallas, Texas 75205 Suite 1100 (972) 233-3333 Dallas, Texas 75204 (214) 824-3647 Revised: January 26, 2007 ('� Scale: 1 "=60' Date: January 2007 Job No. C06078 V 3 -� �I -- -- -- - l. 4LOT 1, BLOCK 1 Wf _ THE GATEWAY PHASE 2 VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT �E .'20'. PUBLIC ` VOL. 4974, PG. 289 EX. 5' PUBL►C i f'-" TILITY EASEMENT X. UTIL! EASEMENT---� Exist 12 Water T w --- . ....................... ...........------....---...---.......... Exist 8" W. W. �-- ! - RIM=272.20 ++— FL 8"-261.90 EX. VARIABLE WIDTH Ex. 12 WAT R PUBLIC UTILITY EASEMENT a _ r•..•� EX. 8" W.W. �• ! I I � L_ C3 / / �----' WWMH------------------------------------------------------f--T--r------- — EX WWMH I (c� I I I ... ... REMOVE EX. TEMP CU I 0 50 100 RIM=281.21 I RIM = ( I I z A\ :� . FL 8 263.09 i I I I (t Ir. EX. BL10rf f UTILITYEMEN �tEMOV X. I I I I r _ th- _••_ TEMP ue ( I 1 1 "-- Scale Factor: J[ I I 50' { z3 I PAVING GENERAL NOTES / 1. All materials, construction, and traffic control devices shall } I `�. ---- --- I �.. , ��' � � , .,, - ] -❑. � L� i conform to the City of College Station standards and specifications. 2. It will be the responsibility of the Contractor to protect f i all public utilities in the construction of this project. All G) I N I manholes, cleanouts, valve boxes, fire hydrants, etc. must be adjusted to proper line and grade by the Contractor EX. 20' UTILITY -`� WI prior to and after the placing of permanent paving. Utilities EASEMENT } I { I J J c) (' I - - - J LOT 11, BLOCK 1 must be maintained to proper line and grade during con - I THE GATEWAY PHASE 1 struction of this project. 29.5 R-.,..., VOL. 4998, PG. 262 ra I `�•-w.: i EX. 35' PRIVATE ACCESS & 3. The Contractor will be responsible for coordinating with all PUBLIC UTILITY EASEMENT the appropriate utility companies for the location of all FF= 283. 00 FF— 281. 00 utilities within the construction area. lX 4. The Paving Contractor shall coordinate with the Utility FF-285.00 W I I Contractor to Insure all sleeving has been installed prior to placement of permanent pavement. FF=285.00 � I P P EO 5. All paving and earthwork operations shall conform to the I I �� \ •\ 7•\` _t recommendations in the Geotechnical Investigation Report. EX. VARIABLE WIDTH I ( �\\` •\, �`\:` \ \, PRIVATE ACCESS I �,`�� `\\, , ,; \�`;�.\•-'� �`�� y =\ ;\.� _- 6. Public Right -of -Way, Easement and common areas must be EASEMENT "C" I /`,. \ \ �' \ .,;\ `��.` I \�� ` ` \\;;\�° \` `` ' \`\\' ® stabilized with perennial vegetation cover, fully established with VOL. 5779, PG. 186 II 7 �\ \\'\`\= ;; \_._II�I�IIIII� IIII I I ( 100% coverage, or other approved stabilization method. I / ,\,�� . \i . \ Ihllllllll 77 g , PP } ,��` `�� y 4 \ ;� ,, ,�•,, ` .�,�• � .. \ \ sz�. ��•,, .,,, C .Detention/Retention facilities, channels, drainage ways, and LP�E2 I I 100YR. FLOODPL S outfalls shall have established perennial vegetation with \ \ \ `\ V/ 0 L - 100%' coverage. LOT 1 BLOCK 1 I - =`\\ \� �. \\ti .\ �,� ��,\ \� �� ` �� ` I EX. - - - - - - - - - - THE GATEWAY PHASE 3 1 \ `\ \, `_:,` \,. \\\\ , .� r FIRELANE - - - - - - - - - - - - - - - - - - - - - - 8. Traffic Control measures will be in place prior to commencing v�vyv�� vy �v y` .:`vv J� VOL. 6372 PG. 139 I _ \ \ ;\ \\:, :\`' , \,: ;` `\`; �\ �. \`\` / �lEZ / _\ \i \ `�. �\\ ,\;. - ;�� \ .;�� — construction of deceleration lone. -EX. 10�JBLIC UTILITY E SE ENT LEGEND Existing Curb O\. \� ,'t '+ \.`\'^ \', \\ \ti`t\ �. '� \ \.\`. `\ \ 4 \�'i'.� • IN 4� �, \\ ��\\`�\ �,, , `�\. `�°� \�.`\\\\� • ;,\\, - - Proposed Curb I \ \\l ,\ \ 1 \ \ \ \ \ �• \ PA EX. T LIJ N Sawcut (Full Depth) I, :,\y 4� .\\\\ .�`\\\` : \ �ti `. \ 1 4 ti \ ; .. �. I BFR Barrier Free Ramp EX. P VEMENT • - Proposed 2 Curb Opening £. I �'t, \'•. `�;.\ `\ \ ;\ \'\, ` ?g3e `~� ```'��`4, S ` ~.`;;`:., \\ ``\'\• <`� `\�\`\ SI D ALK I �� '` 4 '� \\ rs \°b�\ z��,\s,•, :��`\\ t \\�\ ' %\\ EX. 4 3000 psi concrete w/ #3 Bars @ 18 e99�I �® �\�`*```\� `4\` �\ ��``• �` — — — -FIR LANE - .C.E.W. 2 I I 9?�R • ag %- 9s �,��`��\``:, `\:A ��'�\�� Q• E — - — — — - — — LOT 11, BLOCK 1 O ��' :�, ,� ; \\~R`•' ;�\\�: \\ Q - a ENTRY AREAS &TRUCK DOCKS y 7 4000 psi concrete pavement on 6 lime subgrade compacted to a minimum of 95% AVEM PAVE " of ASTM D698, near 0% to +4% of optimum R I 9 Pi�g�igRlge m isture content reinforced w/ #3 Bars CAD 18" / 0 voi C / I 1 s3�?nciry VEME - 3S N 1 / } pc 9£MF MAIN DRIVE AREAS / Co WWMH • ` 5" 4000 psi concrete pavement on 6" lime / co IM=296.09 - - _ subgrade compacted to a minimum of 95% of ASTM D698, near 0% to +4% of optimum R ` moisture content reinforced w 3 Bars 0 18" EX. 15' PRIVATE ACCESS & O.C.E.W. /l\MeNr �s ,`\ ` P EASE 7 REMOVE EX. PAVEMENT / Cp/N _ rElvAY Cr 8 G / 9'e P e�3o• PR/ 9s° l �/! Note: SUe' BOO N c VgTe _ All dimensios are to back of curb unless / 0� 63 D/�js� p �� /l / /l\CiTy Eq�� SS & J _ - - - otherwise noted /. pG 13.9 gSE-ll \ - - - - - 1 r l � £_w TOPOGRAPHIC INFORMATION * ®oo ^�� / E 0'P IV TEA CSS& P BLC TLIT ASEMENT PROVIDED BY OTHERS EX. PAVEMENT--� EX. VARIABLE WIDTH /�- ,/ Q. O TE' eLOC �� e9,R \\ G,� I AICEUIIU OC/( m 20• 3 p 1 G ,3 V <<l Ty F �evc l l l 63 pG �A l 13 u,OD `31 / `\\��J �n^ �' L YOTS R �PHASE 11 0 p' 2�N , PG. 27 N o ` S E E ACCESS IL e P EASEM NT a l / l/�D//� TyE T Sq VOL. 36 3 PG. 313 04 Ek 0�. 49 wa y P/ 1 �\ RI WWM 9. 1 a x / / / eVl�p/NC \ q. y6i 1 R FL 6' IN =�70 01 REVISIONS & ISSUE DATESCL e L 8 (OUT)268� y A � P. y PAVING PLAN 4.00 g --� 3" 3 /8"R i _ W AN C GATEWAY CENTER — PHASE 2b 0; 101vs 1:3 BATTER / = T=THICKNESS �ooi CITY OF COLLEGE STATION ° U X It FEB I .d \ 1 1 /2"R INECIFIED LEGEND - ° STATION BRAZOS COUNTY .� CoLL 1 o °•' '••s°`r�a Q BROCKETTE ; DAMS • DRAKE inc. 3 ° REV11 1 D FOR ., cD LIME STABILIZED SUBGRADE OOMPLIA ,,,�, NGE.:' 8� oaconsulting engineers o y COMPACTED TO A MINIMUM P JAMES A. RILEY Civil &Structural Engineering Surveying �• FEB 2 2 2007 �•••• ••••••••••••••••.••........ 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 o ° OF 95% OF ASTM D698 a #3 BARS @ 18" CTRS. NEAR 0% TO +4% OF ��'® ••� 732 1 �� ` 0 o .., o N OPTIMUM MOISTURE CONTENT. �` o .'H U � COLLEGE STATIQN 214 824-3647, fax 214 824-7064 U LOgANT SEWICES A��!s •E� • N DESIGN DRAWN DATE SCALE NOTES FILE NO. ° CONCRETE PAVEMENT SECTION `� -0 JAR eDD o1 /2s/o7 1 »=50' BDD coso78 a O/ A D v ..� >, � N.T.S. L�. OE-- oy -d 6 04 (1) 0 a 4 P",4 '0 an m 2 to, rn ;� o 0 U) 0) t 0 0 0 0 4 0 0 02 tw (a 0 1:4 0 U -A 4E- @ --1!43 LOT 1, BLOCK 1 II CL THE GATEWAY PHASE 2 VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT co E .'20' PUBLIC VOL. 4974, PG. 289 EX. 15' PUBLIC 11LITY EASEMENT UTILITY EASEMENT-----� Exist sf 12 Water F --- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -�Is-t8" W. W. 27P- - - - - - - 2"o - - - - - -- - 2', tz - - - - RIM =272�20 - - - - - - - - - - - - - - - - - - - - LEX. -20 2, - J VARIABLE WIDTH FL 8"=261.90 UTILITY EASEMENT PUBLIC U A -EX 8'? W. W "AN - - - - - - - - -- - - - zr- y ... ... WWM H 1-7 EX V�W MH RIM =281.21 T RIM =•-2-76.20 P; 8"=272.3a-,)-- TP4!�� CURB 1 FL 8=z63.09 -\1 " EX. 2t, PU§C 84 UTILItY!'tA,$EMItNf A CP Y COMPACTOR,-, W/Sc pi T, FYTY E-- V 4 # e EX. 20' UTILITY EASEMENT LOT 11, BLOCK 1 5 -ROUL THE GATEWAY PHASE 1 i .94-9 i.DOOR' VOL. 4998, PG. 262 lei �--EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT V . 4.8 Q-41 1 84.2 FF 283.00 FF=281.00 '0 f 8&3.9 FF=285= 83. FF=285.00 .4 84.5 00 85.9 ef CID .2 CP EX. VARIABLE WIDTH Ilk, 85. IT PRIVATE ACCESS EASEMENT C 85. . I I I I - . i-- I GENERAL NOTES ........ 1J VOL. 5779, 85.9 PG. 186 /FN 1. All materials and construction shall conform to the City of College C Station Standard Construction Details and Specifications, except as ODPLAI noted herein and approved by the City. L/Z -07777= 2. Contractor shall be responsible for maintaining trench safety LOT 1, BLOCK 1 THE GATEWAY PHASE 3 --Y - - - - - -- - - - - - -- - - - - - - - - - VOL. 6372, PG. 139 requirements in accordance with City Standards, Texas State Law, 87. and O.S.H.A. Standards for all excavation in excess of five feet Fle . ... .... [EX. 10' Pt)BLIC in depth. I f ; l y �,t / ` I UTILITY E SEMENT 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. facilities other than those shown on the plans may be present. PA 5�1 LL 4. It shall be the responsibility of the Contractor to protect all public 90. 291 utilities in the construction of this project. All manholes, clean- LU outs, valve boxes, fire hydrants, etc. must be adjusted to proper line and grade by the Contractor prior to and after the placing of permanent paving. Utilities must be maintained to proper line and grade during construction of the paving for this development. 5. Drainage should be maintained away from the foundations, both 4. during and after construction. (9 .6 LOT 11, BLOCK 1 6. Backfill for utility lines should be carefully placed so that they I be stable. Where utility lines pass through the parking lot, the top 6" should be compacted similarly to the remainder of 8 the lot. Utility ditches should be visually inspected during the excavation process to ensure that undesirable fill is not used. 7. Concrete for inlets and drainage structures shall be 4200 psi at X-P-A VE M E NFT- 94. R6 28 days. 2 po 8. If rock is encountered in the trench, rock spoil shall not be used in the upper 1.5 feet of the trench. K-j L) W : 0 r I ?P P- -- t t WWMH -- - -,- - --.. [M-=29,6.09 -J 9. All earthwork operations, pavement installation, etc. shall 11conform to the Geotechnical Exploration recommendations. V /NV y EX 15' PRIVATE ACCESS & / �Q� O /,: / / / 59 ,_. �,. ..' .., '\" ` - r `. 4-. _'! ` PUB=UTIOTY EASE 10. Trees shall remain unless specified otherwise on the Landscape Plan or approved by the owner. \ \ l � Gq L �l LeINC ll l ' \� 9''6 -A P 0 30, '60 63 �S0Ck 0 Q y N E) ......... P BL C T LIT ASEMENT o k Q� -EX. PAVEMEN o 6 E WIDTH Zro ME NEo' EX. VARIABL P,4 A.-f'RMATE ACC IC Ll Uq k --RUKIC U1nL \ ®o / / / y OL 3ock l/ Ock 663 P/1 ly i SE 7 /Y C. 3I- cl /Cpy�3�39 LOTS----� R 4R, B OC 1 6, W, 1.6fi THE ATEWAY PH ASE 1 VOI 375 , PG. 27 N/ \\\\ o // I / / 16 EX-.-30'-1jRIVA I E ACCESS V� \` \ m e f' PEASEM:'NT 6k- VOL 3663 PG. 313 4"4y0CC X WwMH 79 .16 l \ l l I l l e�ILOING _ l T6� yA 7 FL 6"(IN - Q0.01 FL 8"(0 T)=268-31 (0 n1r., IF"', � m P 111 P f E5 2 2 A. RILEY 73231 121,0 -0% 0 50 100 :z J'A Scale Factor: 1 "= 50' LEGEND - Existing Contour X 770.0 - Existing Spot Elevation - Proposed Spot Elevation V - Proposed 2' Curb Opening - Proposed Contour - Flow Arrow - Existing Curb - Proposed Curb TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS = H Ld Doi S \Exist__17- Water .................. ................... _______=__ix1st 8" W. W. \ ./' 19, !�,,Wwm H + Y1_Y,5 RIM =272.20 �9 + EX. 1=WATER FL 8"=261.90 EX. 8" W. W. WWMH EXWWMH RIM=281.21 RIM =276.20 0 50 100 FL 8"=272.31 FL 8"=263.09 1 r Scale Factor: --ni 1" =50, I. C) N-ILij jl LEGEND EX, P/PE VYTY7 + Existing Curb ` \ I W I - Proposed Curb U 3: Existing Storm Sewer 0+0,0�00, LAT. "Bl" Proposed Storm Sewer W-:-REOVE�E-X. 18" PLUG CONN. TO EX. PIPE BEGIN 18" HDPE FL EX. 18"=276.79 0+0ONE' "133" GENERAL NOTES REMOVE EX. 30" PLUG CONN. 1. All materials and construction shall conform to the City of College BEGIN 30" & TO EXHDPE . PIPE FF 283.00 FF 281.00 Station Standard Construction Details and Specifications, except as noted herein and approved by the City. . FL EX. 30"=275.01 FF=28500 FF=285.00 2. Contractor shall be responsible for maintaining trench safety 4-4), 0 requirements in accordance With City Standards, Texas State Low, 184 y814 CONVERT EX. WYE INLET and O.S.H.A. Standards for all excavation in excess of five feet in depth. 0+ .73 LA 1 TO JUNCTION BOX PER DETAIL THIS SHEET. ENO 118" HD -PE-/-- RIM=283.80 3. The location of all utilities located on these plans are taken from C S. .T . 01 existing public records. The exact location and elevation of all 0 EN B C E (IIIIIII public utilities must be determined by the Contractor. It shall _N n n ®- P=2 3. A-N A be the duty of the Contractor to ascertain whether any additional L=279- g, 6, E I 6b facilities other than those shown on the plans may be present. "B3 0+05.96 LINE "B3 n LINE "B 14- PE 1 OOY�RFLOODPL n 0 LINE 30HORIZ. BEND 4. All storm sewer pipe 36" and smaller shall be HDPE pipe. All storm 3 WYE0sewer pipe larger than 36 shall be Class Ill RCP. All drainage I 4iEP 11 .... .. systems shall be installed per manufactures recommendations. BEND 30* HORIZ.5. Concrete for inlets and drainage structures shall be 4200 psi at 28 days.-+-2'2. 8 0 L N �E6 3 Ar .. L( 1+ 8 INE "B37 nA I- JjF RIZ. D 6. Construction shall begin at downstream end of project and continue REMOVE EX. PLUG upstream with pipe grooves facing upstream. CONST. 10' CURB INLET 2+77.15 LINE "133" TOP=283.60 7* Contractor shall protect all public utilities in the construction of 30* HORIZ. BEND FL EX. 18"=280. 0+ this project. 8. If rock is encountered in the trench, rock soil shall not be used in the upper 1.5 feet of the trench. The upper 1.5 feet of the trench is to be x backfilled only with quality topsoil. / e 2+87.16 LINE 63 i z F__ i I w I ./, 9. See water and sanitary sewer plan for additional information reLAT.ed to E 0 HDPE EM 161P "E3 other utility construction. A- X. HDWL 1+31.64 L B a" ND C N ND 1 REMO D L7J 10. All trench backfill for public' storm sewer shall be compacted as 0 AND 0 T 0 00 required by the city. EX. 12 a FL EX. 12"=288.504 11. See MEP Plans for exact location and elevation of utilities at the building. _17 I V R � � RR / � � .66 6' WWMH IM =296.09 C= o l / �� r+ TOPOGRAPHIC INFORMATION Ilk, PROVIDED BY OTHERS MANHOLE RING & COVER SHALL BE BASS & HAYES MODEL NO. V-1342 (LOGO). ODEL NO. 1262 (LOGO) DEETER FOUNDRY M CL_ 7 OR CITY APPROVED EQUAL. o P_ PROP. TOP=28 .80 o 6 CL Z 02 .411 #4 @ 112"O.C. RX WWM H 1 Z�S CONVERT EX. WYE INLET TO JUNCTION BOX 9-05-06 V31 - 79 CL5 #4 0 7"O.C.---� 0.01 M EXPOSE EXIST. FL 6"(IN =27 0 0 REVISIONS & ISSUE DATES REINF. & FIELD FL 8"(0UT)=26871 L) M Pq t4 BEND EX. TOP=282.08± A o STORM SEWER PLAN .0 NO UTILITY WORK THIS PHASE 46 Ln GATEWAY CENTER -PHASE 2bo REFERENCE ONL Y a) a .2 a 101 'n ct: EX THROAT CITY OF COLLEGE STATION '5 281.00± 0 BRAZOS COUNTY W M 10 Q) 1ANCE Q) _x com E. OF DAMS RAKE Inc. 0 0 E:3 BROCKETTE D 0 Q)m $4 (n Ho E=> E=)consulting engineers ,X P,:3 0 0 0 $. 0 Z� ..................... Civil & Structural Engineering- Surveying $.4 0 0 "ATION JAMES A. RILEY 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 ....... ............... 0 Or. % (o o vp 73 1 (214)824-3647, fax (214) 824-7064 1 0" CV to 0 to 10 0 4-) r. 4.5 DESIGN DRAWN DATE SCALE NOTES RILE NO. 0 o c an "0 co 0 INLET TO JUNCTION BOX 0 NTS JAR BDD 01/26/07 1"=50' BDD C06078 C 6 4E- "tot 7 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 f EX. PAVEMENT. EXIST. PIPE CHASES 1-12 X6 TAPPING SLEEVE I /. 1-10" PVC CONDUIT 1-6' ISOLATION VALVE W/ 1-6" ISOLATION VALVE W,/ , : I } LOT 1 BLOCK 1 1-4" PVC CONDUIT LOCKABLE LID (AMP OR USA LOCKABLE LID (AMP OR J a! / THE GATEWAY PHASE LL562 OR APPROVED EQUAL USA LL562 OR EXIST. PIPE CHASES VOL. 5809, PG. 70-71 EX. 20' P tASEMEN APPROVED EQUAL) i E .-20' PUBLIC it. 00 TIUTY EASEMENT X. 1-10' PVC CONDUIT � /.' 1-4' PVC CONDUIT VOL. 4 G. 289 X. 15 P BL C W EXISTING PIPE CHASES UTILITY EASEMENT--_j I 'L � 4-4' PVC CONDUIT •- - INSTALL- a �' �3 -' - - - - y 1-10' PVC C DUI - - - - - - - - - - - - - - - - - - _ 6 FlRE LINE SHALL OCCUPY + E i-2 SERVICE EOM. " PVC 55 + c� ' � IN 4" CONDUIT. EX. PIPE CHASE UNDER 41'5592"f! W -� E E EI N 49'1512 E PAVEMENT. 7 �- �- - t -- _ E _. T. -- _ I I y Z ` TR T T T Ti T T T T T T T T T T- T - T T T T T INSTALL- w.w• - - - - EXISTING PIPE CHASES- - - - - \ I �' WWMhd� " 2-1" SERVICE �'-, �� " �, 7 GE WWMH RIM =2 1 1 DOM. {N 4" k41= 4-4 PVC CONDUIT �0 ( ) cut 1-10' PVC CONDUIT Z r*i EA UTILITY EA _ I �, 8' =2 1 C° - a SEMEN_T ,09 -20' UTILITY UTILITY EASEMENT END 6" SERVICE" W I EASEMENT �T INSTALL 2 WAY CLEANOUT ► ; EXIST. PIPE CHASES 0+50 LAT. "C-3" _71 S FL 6"=279.67 I v o li I _-� x o I f 4-4" PVC CONDUIT END 6 SERVICE ` 3 1 I 8 } EX.. 7g'P.PE ° f 1-10" PVC CONDUIT FL 4" 277.90 E �� I FDC m F_z.. ,r._.... - ...� I I I I `�pw• I 0+30 LINE 'C'= 'S • s F �" 3 y E E E E m ..... �..� } 33�0124 --� - _ 1 i � 0+p0 LAT. C-1 1 � I R=275.00' �_� (;'fp© �.AT. 'C-2, a - - 1 L-152.71 I r. 0+00 _'LAT. 'C-3' �•/ ami pH- 3 1'24'W CONST., STD. V0 MANHOLE ,� "-' 1+11 LINE "4" N } .-- RIM'284.00 " EX. 20' UTILITY -� I I _ ? FLOUT=277.17 I T ND 6 FlRE M EASEMENT } s } } FL IN=277.37 (3 LAT.S) v " x 1 Z 3 1 }I }4k. 1+14 LAT. "c-1" UNE "5" _ } CJ► END 4" SERVICE +� 6 FIRE INSTALL 2 WAY CLEANOUT y " FL 4'=279.65 W :t I F h F�F= 283.00 ? „ „ FF=281 .00 ' 1+97 LINE "5" X (A U) X 1 3r8-W 38` \ \ \ \ END 6" FlRE FF= 285. 00W Li z z Z 3 = 3 ^... T225.00" h I 112.4e' I \ \mM FF= 285.00 0 CH:-N'37'W I �f \ s Q L, a i L W W W WATER AND SEWER FIXTURESEX. 15' N 3 I \ \ 37.0 WATER FIXTURE UNITS - 26.0 GPM UTILITY EX. VARIABLE WIDTH } 1 i = \ \ \ \ \ 54 SEWER FIXTURE UNITS - 554 GPM ESMT. n Od PRIVATE ACCESS } f� ,r \ \ \ \ \ \ , FDG °' EASEMENT "C" } ( \ \ VOL. 5779, PG. 186 WA AND fl ,_ I��►!i�� III i IIII i I I I IIII i II _ _ _ _ 69.5 WATER FIXTURE UNITS - 28 0 GPM m t } } / / .• - \ \ \ t�, t 2&0 SEWER FIXTURE UNITS - 2-el GPM t8 & c b8. LOT 1, BLOCK 1 / {------------ ----------------------- -- - -------- THE GATEWAY PHASE 3 } J� r __ I' VOL. 6372, PG. 139 - ------ --- _ - ---- ----- -- - - If' r I 1 D-24.4T2O" R-373.00' L-161.38' CH=N32'40'58'W 41'54 - 3 I u n U) ct z W � W W W NofQ� �X x of W W r 3 N LO n o M 0 0 Exist 12 Water .................................................................. - Exist 8" W. W�-�- - - - - - - - - - - - - - - V� X WMH t RIM=272.20 LEX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT LOT 11, BLOCK 1 THE GATEWAY PHASE 1 VOL. 4998, PG. 262 C10 EX. 35 PRIVATE ACCESS & PUBLIC UTILITY EASEMENT I>r�4 it co I I (It -Cf) I L- -- 1- - --- - - TEX. 10' P BLIC UTILITY EASEMENT EX. T---�/ - Q X - I W IF'9 z z a T' LL- t F- - Z) t a Q L • J Q• II a e II zx +moo - Z - Z - = Ld Z (0 N J V) Z (n W Z :J 0Z r Z --I ZWZ ZZ � �VP U15- .-% ZWZZZ Ito 0- - c0V I PROP. CON C. --' CONST. THRUST EX. 10" PVC=4 BLOCKS PER,. CO DUIT C 2. _ ' FL 6 = 77.3 CONST• THRUST - t75" 61 FL 6"= 71.05 " ,n O m .- o 0 r 10 N N N I'� C0 I� r N N N i- t0 00 00 r DD 11 II II II sll II II II II I! 1r1 II T r co W W to �.'� r W 00 W EO W to ��' .. •. •• -J 1- L.L _J J Il _J � _J Il _J J J J J ,• IL J J J J J ,• J _J •• •' 0 0 +0 2 0 00 1+0 0 s• •1 •••••••••• S A. F•...:..._. �I 11 V NO UTILITY WORK THIS PHASE REFERENCE ONLY 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 R"' U4Dr COMPL14MCEj �E@ 2 2 2001 , f COLLEGE STATION EM tolNG TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS REVISIONS & IS5UE DATES WATER &SANITARY SEWER PLAN &PROFILE GATEWAY CENTER -PHASE 2b CITY OF COLLEGE STATION BRAZOS COUNTY Q BROCKETTE • DAVIS • DRAKE , inc. oc.-:)consulting 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 01 /26/07 1 "=50' BDD C06078 C 7 qX, -0, 04 Cd P :01 S cc) dj &4 dd 0 m J4 0 C 0 S" U3 0 C M0 0 0 ;� 0 1,4C 10 ba 4Z C C) Cc 0 0 U) .1u — ;�, t @ IEO- -Ire-g � eo -,PIP �33MI *2,C R-275.01Y L-152.71' fN= .1=*24OW1 EX. 20' UTILITY---� EASEMENT II D ;8*38!38* 7225.00 112.445- 1011LN 13rw EX. VARIABLE WIDTH PRIVATE ACCESS EASEMENT "C" VOL. 5779, PG. 186 LOT 1, BLOCK 1 THE GATEWAY PHASE 3 VOL. 6372, PG. 139 II I D-24!4-r20a R 373.OW 1;161.38- CH—N32*4W58'W1 I / 1, IN 41.5 E II 7. LOT 1, BLOCK 1 II F, THE GATEWAY PHASE 2 031 VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT E _24T PUBLIC 'EASEMENT VOL. 4974, PG. 289 EX. 15' PUBLIC TILITY X, L Exist Water J, UTILITY EASEMENT---- I .... I ..... ........................................ I_ [ 1, 135 IS 8- W. W. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I— -EX-11— F -- — — — — — — — — — �!55 ------------------------ 2 U W H RIM ,W �3 -- — — — — — — — RIM =272,20 LEX. VARIABLE WIDTH T26 FL 8"=261.90 'k FX-12 -WA-TER2,75, PUBLIC UTILITY EASEMENT h\ W H —7 ------ WM EX W ' WMH RIM --'276.20 w1coo RIM =281.21 ov- FL 8=272. FL 8"=263 09 Z J3 m lm F3 wtmpw m Em 10 EX ins 6'�l LFTYAtc"45EM 0 Q, SILA-FENCE v�� K C '(TYP) PROTECTION- -FY7 jl (TYP) 0 0 f C4 XLd JLOT 11, BLOCK 1 INLET tr'THE GATEWAY PHASE 1 PROTECTION VOL. 4998, PG. 262 (TYP) EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT FF=283.00 FF=281.00 i;z,FF=285.'00 FF=285.00 30 0 At S AB Q 0 50 100 Scale Factor: 1"=50' LEGEND -- Existing Contour Proposed Contour Flow Arrow 0 10 M IM IM 0 — Silt Fence — inlet Protection — Stabilized Construction Entrance 1 OOYR. FLOODPL jr �_E � I I I i i ER090N CONTROL NOTES, L __422 1. Refer to the City of College Station standard details SILT FENCE E A — — — -- — — — — — — — — — I for erosion control details. TYP) F V 2. There are no on site or adjacent surface waters. L7_ EX. 10 PUBLIC INLET- - . V, — U11LITY EASEMENT 3. There are no on —site or adjacent wetlands. ILT NC PROTE TION ---\-INLE f PRO N --(TYP W 4. Refer to landscape plan for soil stabilization. EX V_ rt) I f — < —1 PA -4 to A X -V� Z N 49* I 4*2W'\E 31.50' ` ` ji �` N 4b u-t w' los. ti 'A IN o ,S,9'. PI'L, 9R, _rV DA C. C (/7 6,,i,t/7,y 60 in VEMEN PC. (0 WWM [M_�29,6 09 4 -15'6Cr W — CL 9 1§ 49 4,j 0 0, *45 EX. 15' PRIVATE ACCESS &I 0 S-40- 350J S4.9" 1555! P0=9TUTY EASEMENT /V 4.06' 1.219 .0 / e l l l 9) B �� ` '`'i • `` -. - ''S. A 31 VCV \ cq L NG \ l / l l / x. 9,6 .� _ -_ _ ,,, 1933 °; \ •� --. .,,, � � _. ,q 0T8\ l l l l l % eCic RiVa, - r \ z .88 \ / / 9'e P� 30• p a / - _ \ 59-5� _ �,_ V/s/0C kOL, \ �, z / / l l / N /r-'Ac yEq c S, 6-1 139 'St 1 X Uv , 01 �.. / l l XE P V A�C�SS� C 4-:/Av( �/ / o \ ar �' Pq V / �� ' `� \ P T LI T IT TE ASEMENT / / / F �/� / �,Qo\ // �� ' \v/ f \ �� ,/ / / � fit, � T \ / \ 16' EX. PAVEMENT 0% --EX. VARIABLE WIDTH M / ��,D --PRtVATE ACCESS & "` ® EN l \ l o \/ T` / / l / ,`�`� T (0 0 V, k 0 PI IRI IC UTIL\ / / \ l h l/ \ITY EA EMENT 7 l �. r� \o/ / 66j ®/ EXZ OCk, l / \ N. u 01 PC 7 4/C\ G. / :: \ �, ,� \ / / l 3 P Nq \ / / \ / 13 t s. \ :. _ ! y '< .' / C. F gL4R, BLOC 1 /0 63 F T l \ / }\ c^ �? CQ—T4E--G,8,TEW Y PHASE 1 \ �0 3 / / A / cn V01 I to 375 , PG. 27 -A \�/ / \ \ \ / \ / EX73D--HIVAIE ACCESS ON/ PUB9r-4jT'LIP( EASEMENT �R ` \ \ \ \ l / / / \ ¢ LD/NG \ \ \'�N�E Gq T q, e �9 a \ i \ VOL. 3663, PG. 313 R/ / Y / / � \ � /\ Ex 6 4g98 Yrk -,EX WWM79.51 l \ l l l _ \ /(a l I 4o 7 FL 8"(OUT)=268-31 ,E STATION IN ..................... 9 JAMES A. RILEY ................................. 732 1 ste TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS Im t = H 1'-0" -------------- VERTICAL SAWCUT T= PAVEMENT THICKNESS 3/8" WIDE MIN. HOT POURED RUBBER TOP 1/4" NO JOINT SEALING COMPOUND SEALING COMPOUND SAWED GROOVE,-,,, 1 1 2 dc, FIRST POUR �L N SECOND POUR' T/3 J 1 1 2„ NO. 3 BARS ON 18" O.C.E.W. [LAP BARS 30 DIA. & TIE CONSTRUCTION JOINT N.T.S. 24" NO. 5 SMOOTH DOWEL 16" DOWEL COATING 2" MIN. HOT POURED RUBBER TOP 1/4" NO JOINT SEALING COMPOUND SEALING COMPOUND 3/4--d V 1 1/4" MIN. CLEARANCE 1 11" MIN. OSED END) ~9 TO FIT DOWEL AND BE SECURED. TO BE TALLED 2' C—C REDWOOD EXPANSION JOINT FILLER NO. 3 BARS ON 18" CTRS. EA. WAY NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. EXPANSION JOINT N.T.S. MAXIMUM SPACING IS 60' CTRS. (TYP.) VERTICAL SAW CUT T= PAVEMENT THICKNESS 3/8" WIDE MIN. 4" NO HOT POURED RUBBER TOP 1/4" JOINT SEALING COMPOUND SEALING COMPOUND T 1 1 /2" o. :. NO. 3 BARS ON 18" CTRS. EA. WAY SAWED DUMMY (CONTROL) JOINT N.T.S. MAXIMUM SPACING IS 15' CTRS. (TYP.) SAWCUT FULL DEPTH & CURB & GUTTER 9"-15" 24" LUBRICATED SMOOTH NO. 6 DOWEL BAR TOP 1/4" NO VERTICAL SAW. SEALING COMPOUND CUT 3/8- MIN. HOT POURED RUBBER l JOINT SEALING 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.,'��1JI�I� [� ,,�{., A ��Q 2. LONGITUDINAL LONGITUDINAL H HINGED (KEYWAY) JOUT CONSTRUCTION INT AW�'C41�}L k� -I RS66P��P1F(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. rat I: I Z MAN)_T- rviu i n ur _ I" I: 1 Z MAX)ROPOSED CURB ACCESS WAY PLAN 1:12 MAX) -,--WIDTH OF 1:12 MAX PROPOSED CURB ACCESS WAY 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 flap with washed gravel on the uphill side to prevent flow under fence. 3. The trench must be a minimum of 6 inches deep and 6 inches wide to allow for the silt fence fabric to be laid in the ground and backfilled with compacted material. 4. Silt fence shall be securely fastened to each steel support post or to woven wire, which is in turn attached to the steel support post. There shall be a 6 inch double overlap, securely fastened where ends of fabric meet. 5. Inspection shall be made weekly or after each rainfall. Repair or replacement shall be made promptly as needed. 6. Silt fence shall be removed when the site is completely stabilized so as not to block or impede storm flow or drainage. 7. Accumulated silt shall be removed when it reached a depth of 6 inches. The silt shall be disposed of at an approved site and in such a manner as to not contribute to additional siltation. 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 -�"__ - ° � �$ �>>�,�� .•r":.�t: 6++ Mid• F�� I I III Fabric Toe —In Trench. I I=I (Backfilled & Compacted) 6 SILT FENCE DETAIL N.T.S. 'RESERVED PARKING E -ACCESSIBLE COLORS: LETTERS AND BORDER— GREEN SYMBOL ON BLUE BACKGROUND SIGN BACKGROUND —WHITE NOTES: 1. SPACING BETWEEN LETTERS, COLORS, AND PROCESSES SHALL CONFORM STANDARD HIGHWAY AND SIGN DESIGNS FOR TEXAS. 2. INSTALL WHERE INDICATED ON PLANS. 3. VAN —ACCESSIBLE SIGNAGE ON VAN SPACES ONLY. TYPICAL SIGNAGE DETAIL N.T.S. PROPOSED SWALF —AWAY TO SHOW ER FABRIC COVERED NE CORE FILTER STONE EMBANKMENT PROPOSED SWALE PLAN VIEW 4 1 FILTER FABRIC COVERED FILTER STONE CORE 6" MIN. MIN. 6" MIN. 6" MIN. PROFILE VIEW FILTER FABRIC COVERED FILTER STONE CORE 3' MIN. TYPE A RIP RAP PROPOSED y 3 FLOWLINE FLOW 50.0' a,CA,I'f�' �7•rL � �.` u y; RSbl J a Axa:« 'k Grade to prevent runoff ' NOTES: from leaving site 1. Stone shall be 3 to 5 inch diameter crushed rock or `'; •, WIRE SCREEN g" ? �,. t"s paved surface acceptable crushed Portland Cement Concrete. r t f p mi". r . ; j 4G a GRAVEL FILTER SECTION A —A 2. When necessary, vehicles shall be cleaned to remove — — — — —. d �r y T_II 1I( I - I II sediment prior to entrance onto a public roadway. Ifs ' - �� rA N.T.S. Filter Fabric _� I-_`-�i�� n�y� � f �: „z �� , x ` When washing is required, it shall be done on a area Existing GradeQ. J r x stabilized with crushed stone with drainage flowing awayform r r- ROCK CHECK DAM �= �{ sediment hshall be prevented from the street and the stabilized dring entrance. PROFILE VIEW storm r a <x r r � t` .;r�� N.T.S. drain, ditch or watercourse usingapproved methods. pp grade to drain away right— f—way 4 3. The entrance shall maintained in a condition which from stabilized and street paved surface will prevent tracking or flowing of sediment onto paved CONCRETE BLOCK surfaces. This may require periodic top dressing with additional stone a conditions demand. All sediment 3� i GRATE INLET PROTECTION X y". spilled, dropped, washed or tracked onto paved surfaces, 0 must be removed immediate) I s.. Tra sltion to y' a "? 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 her, flow away from entrance PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE N.T.S. CONCRETE BLOCK —CURB INLET CONCRETE B —WIRE SCR " --- GRAVEL FILTE URB 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 . Il1 1 /2" mound concrete i to smooth surface 6"C.I. Pipe concrete filled Paint Reflective 0 Yellow I to Finish Grade o concrete 123r BOLLARD DETAIL N.T.S. SEE NOTE 6 SIGN 2'— 0" 1 3/4" X 1 3/4" SQUARE TUBE 14 GAUGE, 10' LONG QUIK PUNCH POLE 5/16" CORNER BOLT & NUT CURB AND GUTTER STREET ANCHOR (30" X 2" X 2") ANCHOR SLEEVE (18" X 2.25" X 2.25") 2000 PSI _ CONCRETE i DRIVE RIVETS (3/8") W/ 3/8" PLASTIC WASHER BOTTOM OF SIGN z r ROPOSED GRADE 4' MAX 0 I N 6" I" MI DUCT TAPE BOTTOM & SIDES OF SLEEVE TYP. & ANCHOR TO PREVENT CONCRETE INFLOW SIGN POST DETAIL N.T.S. R MuF1 FEB 2 2 2007 COLLE- STATION ek ,OF T.,r ,' ; • 1141 �. ........................... k JAMES A. RILEY ••..e........................ 73231 0 �, � t SST �'� W- �o =o �o a aw°�'�°. c, a t p A o z � ,00 p, ;j U ° °o p «' 8 m CV to 0 O +'0Cj a�-q°C OH a :< STRUCTURAL NON-STRUCTURAL AREAS I AREAS EXCAVATED 1IRENCH WIDTH 6" SALVAGE TOPSOIL (CLASS V) I- -; / rEXISTING OR PROPOSED SURFACE A. 4 DEPTH. ETE R TABLd .. ;i`•i!``,r > MIN. (TYP. 12" MAX @ Or SEE NOTE 1 J lL Y v COMPACTION IN FINAL BACKFILL ZONE m COMPACTION OF ALL FILL SHALL BE AT A MOISTURE CONTENT EQUAL TO OPTIMUM AND UP TO A a MAX. 4% ABOVE OPTIMUM. EACH LIFT SHALL NOT EXCEED 6" COMPACTED THICKNESS. z J L'- COMPACTION IN INITIAL BACKFILL ZONE le USE HAND TAMPERS OR IMPACT TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE m CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTIVE EFFORT. AVOID CONTACT WITH PIPE AND MAINTAIN A MINIMUM OF 6" COVER OVER PIPE CROWN WHEN USING SMALL MECHANICAL COMPACTORS. 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 1B: 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 A� (ROADWAYS, DRIVEWAYS, & PARKING LOTS �� (EXISTING OR PROPOSED) B/C STRUCTURAL AREA DEFINITION STRUCTURAL AREAS INCLUDE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. WHERE ANY PORTION OF THE UTILITY TRENCH LIES UNDER A PAVED AREA THE ENTIRE WIDTH OF THE TRENCH SHALL REQUIRE CEMENT STABILIZED BACKFILL. BACKFILL MATERIAL LEGEND IDEN7IFER CLASS OF MATERIAL COMPACIKIN REQUIREMENTS PER ASTM D2321-89 STRUCTURAL NON-STRUCTURAL 95% MAX. PER ASTM 85% MAX. PER ASTM �A 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 95% MAX. PER ASTM 95% MAX. PER ASTM © (SEE SPECIFICATION THIS D558 @ 0 TO 2% D558 @ 0 TO 2% SHEET) WET OF OPT. MOISTURE WET OF OPT. MOISTURE 95% MAX. PER ASTM 85% MAX. PER ASTM �D 1 A Or 1 B D1557 @ 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-% 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 26 25 14 CLASS NC 160 165 200 SIZE MAXIMUM DEPTH OF BURY (FEET) 4" 81.3 76.3 NA 219.3 6" 54.5 51.5 NA 152.5 8" 40.7 39.7 NA 116.7 10" 33.5 32.8 NA 95.6 12" 28.5 28 NA 81 14" NA 25.7 24.7 NA 15" 23.3 NA NA NA 16" NA NA 21.8 NA 18" NA 20.5 19.9 NA 20" NA NA 18.2 NA 24" NA NA 15.9 NA 30" NA NA NA NA 36" NA NA NA NA RSVIVINO-JIM FUR 0rIC FEB COLLEGE STATION .iee oeeeee.e.e.•.e.seeaoe e.i �' JAMES A. RILEY .............................y 9 73231 �a; ' F (/ 0/1 _1`1_6 1_a7 NO UTILITY WORK THIS PHASE REFERENCE ONLY TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS I" 0 ■n mn LO - I W DL EX. ARIABLE WIDT 'TE e PRIV ACCESS m EASE ENT "C"LU VOL. 779, PG. 18 28' Steel ' AF - 65 L 2- L L PHASE 2b 69,515 sq. ft. FFk285.00 1 R�INC, (TYP.) . � L GL KR-18 AJ - 108 Gravel Gravel t4' Steel p1j, V-1 ..._..__ � �0�. 6 UT/�lT wl�T . �3s MEN Landscape Plan Ref: None State: I"=30' North Nat&t Verify all dimensions before construction. }fWe 0 )L NOTE: 100% coverage of groundcover, decorative paving, decorative rock, or perennial grass is regyired in parking lot islands, swales and drainage areas, the parking lot setback, rights -of -way, and adjacent property disturbed LG - 28 106' Ili FF-287.00 -CM - 2 -MULCH RING (TYP. )L L LG - 77-' �J 121' Steel ENHANCED PAVING Bike Rack - A RING F - 14 Cm-2 EL - 33 AJ - 50 p� MG-3 L Gravel 82' Steel MG - 20 45' St -,_40' KR - 35 EX. 20' PUBLIC UTILITY EASEMENT TWA L G 7 `�• ' `-' ' ' L_/\. LV JL_VI L- L_IIJL VOL. 4974, PG. 289 FF-285.00 U ateway Station PH2 - 0510\LS 2B GATE STA -min poins 1-8-07.dwg, 2/13/2007 1:07:00 PM, PDF PRINTER.pc3 ORIENTATION MAP HOME DEPOT E 2a CIRCUrr PET LINEN NAgF?a'" CITY SMAR ! 7g� 7 N 7- 7=-- 7 _ --_ - --tt-- I EE- LU - RE IL �.�Ue -TURE r / Ii r �3E' ' DHO '� c �RS��nRit/F f� IS DD _ 1' !II E T OLIVE ARD r 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 eA uniformity of shape. 02. All Plant Material must be approved by the Landscape Architect before P 'n' AS 2 r alp-, installation. 03. Verify all Wantities before installation. 04. Broken pieces of sod (smaller than 8" square) are not acceptable. F— 2 8 5.0 O 05. All Grape Myrtle Trees are to be pruned up to expose 4' clear trunk(s). 06. Landscape Contractor is responsible for clearing any dirt or mud from public roadway. Landscape Contractor is also responsible for keeping the site clean during construction and plant installation. 07. All proposed "New Canopy Trees" shall be containerized. 05. An automatic irrigation system will cover the entire landscaped areas. Oci. 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 egyat 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 respired as needed and clean-up is included. _--- yam- : ---Y, i 14. See Site Plan for topographic information, existing and proposed utilities, easements, adjacent land uses, existing development and roadways. c 6 Landscape Calculations Phase 2b Required POINT CALCULATIONS Site - (2 parcels) 147,776 / 1000 x 30 x 2 = SJW Points Buffer -- NONE REQUIRED (Previously satisfied in Phase 1) �- - - Streetscape - 417' (Forest Drive) - 67' (driveways and visibility triangles = 350' / 32' = 11 Canes Canopy Tram ReWk-wl __=- - (D TOTAL PIOINTS RFMIRW - 8 1%7 Points CANOPY TREE REQUIREMENT (O 8,867 Total Points x 50% = 4,434 Canopy Tree Points ReWired Proposed Landscaping NEW CANOPY TREES (container) 16 @ 300 Points (3y2" Cal.) = 4,800 Points 4,800 PoMts NEW NON -CANOPY TREES (container) 26 @ 40 Points = 1,040 Points 1,040 Pow SHRUBS (5 gat. or larger) 318 @ 10 Points = 31180 Points 3,180 Points SHRUBS (I gal . ) 38 @ I Point = 38 Points 38 Points TOTAL PROPOSED LANDSCAPING % Points Plant List - PHASE 2b C Key Owntity Sine Corrmm Nome (BotaNcd Nam) Point Vakm Points Correriants Canopy Trees BC 4 3y2' Cal. Bald Cypress (Taxodium distuchum) 300 1,200 12/14' Ht., 4/5' Sp., Matched 6'-0' Clear Trunk Min., Container CP 6 3y2' Cal. Chinese Pistache (Pistachio chinensis) 30o 1,500 12/14' Nt., 4/5' Sp., Matched 6'-0' Clear Trunk Min., Container Lo 0 3 3y2' Cal. Live Oak (Quercus virgiana) 300 q00 12/14' Wt./ 4/5' Sp., Matched 6'-0' Clear Trunk Min., Container RB 0 3 3y2" Cal. River Birch (Betulo negro) 300 c100 12/14' 14 4/5' Sp., Matched _Ca �.r eas 6Clear Trunk CleTrunk Min., Container NonvWu CM G 26 k22 Col. Crape Myrtle (Logerstroemia indica 'Watermelon Red') 40 1,040 6/8' Ht., 3/4' Sp.' "3-5 Canes, Matched, Shrubs Min. Gone Dia = 1/4 KR 0 73 5 Gal. Antigpe Rose (Caldwell Pink) 10 730 18" Height Min., Rooted, Full EL O 101 5 Gal. Elaeognus (Eloeognus ebbengii) 10 1,010 24" Height Min., Rooted, Full FG G 2 1 Gal. Red Fountain Grass (Pennicetum setaceum Rubrum) 1 2 15" Height Min., Rooted, Full LG ® IOq 5 Gal. Ligustrum (Ligustrum japonicum) 10 1,090 36" Height Min., Rooted, Full 114 ® 35 5 Gal. Indian Hawthorn (Rophiolepsis indica 'Clara') 10 350 15" Height Min., Rooted, Full MG ® 36 1 Gal. Maiden Grass (Misconthus sinensis 'Grocillimus') 1 36 15" Height Min., Rooted, Full Cwv" Cover AF cll I Gal. Asparagus Fern (Asparagus densiflorus 'Sprengeri') 0 0 Pot Fuld I AJ 715 1 Gal. Asian Jasmine (Trachelospermum asiaticum) 0 0 Pot Full, 3 - 12" Run rs, COMPLIAN E sod FES 2 2 2 `j L t..,..3 Verify Sod Bermuda 'Tiff 41cl' (Cynodon spp. 'Tiff 41c1') 0 0 Weed Free, Whole Piems COLLEGE STAT � N NEW TOTAL FOR PHASE 2b LANDSCAPING %058 Points SE ICE oo"� OF T�pr_ ...:.....................:... ••••ROBERT B. RM • 1434 bn cA�p o Date: 12/07/0(o Revisions: 12-11-06 - RBR 1-12-07 - BWL 1-26-07 - BWL 2-13-07 - BWL aheet Number LS 1 Sheet I of 2 WH 'i H ow I Valve #14 R�1 g /-Valve #1 ,orc; •; 1�- Valve #3 (Drip) SE„� Portions of the pipe layout are (I schematic. Lines are to be toca�ted mwI i I I inside planted areas. 8N11vn I NON _ r } 00 �.. 4 I- 11N !.5' Mainline 77 Y EX.,10' 9U6 uTrLiTY/EAS( MAN 00", WAF PA m FF-285.00 NOTEs Porti" of the pipe �y�u� are schematic. Lines are to be located inside planted areas. 2.5" Mainline ON \ ; Valve 9) \ `41Z2 GPM TM AO%k ISH i vr 04 ON am �G G ti ,s G 5�7 INN EMU PHASE 1 / 1 2.5" Mainline I ImN� Y l6H IT) Valve CZONE N) • :#' 70MGPM Portions of the pipe _i —krIoA are 3a,ar,atic. Mainline SLLE�EBVE P I Valve #4 Valve #5 sweeping ell at turn up for exter controller. Verify location before A pull -string Is to be pplaced in at the time of installotion. j FF-285.00 Irrigation Specifications Materials All main lines are to be schedule 40. 1. 2. All lateral lines are to be. class 200. 3. All fittings are to be schedule 40. 4. All wiring is to be 14 gauge. 5. All sleeves to be Schedule 40. G. All electric valves: (Refer to 02/IRI) 7. The existing Controller is a Toro Custom Command (metal cabinet). 8. All valve boxes (concrete and plastic) shall remain flush with finish grade for a period of one year or will be raised/straightened at no cost to the owner. 9. All irrigation components shall carry an unconditional one year guarantee (materials and labor). 10. Installation of all irrigation components shall be approved by Landscape Architect, Owner or Owners' Agent before pipes are covered. 11. All irrigation ditches shall be backfilled and tamped. Irrigation Symbol Key ® Irrigation Controller Vacuum Breaker Assembly ® Electric Valve (03/IRI) • Toro 5i0 Series Irrigation Head 2&" PVC Irrigation Mainline PVC Irrigation Pipe (Size Varies) _ _ _ = = - 4' SCH 40 PVC Sleeve Under Concrete (unless otherwise noted) Irrigation Specifications CONNECT ALL NEW VALVES TO EXISTING GONTROLLER LOCATED BEHIND PET SMART. Vaive (Volume) Moe. (SPRAY) #9 71.22 GPM (71.22 GPM) (SPRAY) #10 70.85 GPM Avg. (SPRAY) #11 70.g3 GPM (61.% GPM) (SPRAY) #12 67.66 GPM (SPRAY) #13 30.70 GPM (SPRAY) #14 60.56 GPM Water output not to exceed 75 GPM. NOTE: 2" IRRIGATION METER AND BACKFLOW DEVICE INSTALLED FOR PHASE 1 WILL NOTE: SERVE THESE ADDITIONAL ZONES. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER cITY NOTE: ORDINANCE 23g4. IRRIGATION CONTROLLER LOCATED BEHIND PER SMART WILL SERVE THESE ADDITIONAL ZONES. NOTE: ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE - 23g4. L. 6 - -- - VAN FLONERBED HEAD OR EQUAL 12" Pop -Up VBA(Ref NOTE: INSTALL SPRINKLER MPR PLUS NOZZLES (SIZE PER PLAN) XJBLE AT FINISHED GRADE E � D TORO 57OZ-12P S APPROVED BACKFILL T TORO 57OZ-12P SPRINKLER ---LI, G G)G_LGJG G I- --- Linea are to be located V 'Ile _..._r ` areas inside punted TM I I _T 1 a Irrigation Plan �0 e ? C CE p Eqs� „ } Ref = None Scale: n I -30 2, (�, North 7 3 M \ ; �. �.A, � Verify all dimensions before construction. 9 , V Ire Valve #11 (ZONE „) t 7093 GPM _R 9 r G t / j((1 0 FP Valve #6 G +GONE t EXISTI TAIL Ret Tr ct A o w„ 4 Gq T L 0 k. T p 30 _ r�q Y S �e 1 �e�� pR�,, ti U C N q T tewa Statio4�2 e k2� GATE STA m n oints-1�3`-`b7.dw 2/13/2007 1:11:00 PM PDF PRINTER. c3 -- T��TY �A\\De11390\Ruth Data\Current Pro ects\Ga yp g, p Jn/ „. LATERAL TEE LATERAL PIPE 04 Toro 570 Series Spray Sprinkler Ref: None Scale:None TURF HEAD OR EQUAL to" Pop -Up MPR PLUS NOZZLES (SIZE PER PLAN) NOTE: INSTALL SPRINKLER AT FINISHED GRADE APPROVED BACKFILL TORO 570Z-6P SPRINKLER LATERAL TEE LATERAL PIPE 03 Toro 570 Series Spray Sprinkler Ref: None Scole:None Reinhriri DF=P Corioo I, Ref: None Scale: None cOF 7, 5� �.••.....N _ W c� 13 or •• '••.�V On ROBERT B��•RUTH0 I. 1434 oho `o 12/9/06 N mN OCO N ., ti 0 N� m m N � tT X m 4 0 Date: 12/07/06 Revisions: 12-10-06 - RBR 1-12-07 - BWL 2-13-07 - BWL Sheet Number 1121 Sheet 2 of 2 rc RU N N P1 ANS FOR Index Of DravWngs �_ 4645 N. Central Expressway,Suite 200 C1 COVER SHEET Dallas, Texas 75205 aPLAT North C3 SITE PLAN � (214) 219-5600 W C4 PAVING PLAN D �` Contact: Dour, PattersonME C5 GRADING PLAN � QTF Cb STORM SEINER PLAN (REFERENCE ONLY) C7 WATER/SANITARY SEWER PLAN & PROFILE (REFERENCE ONLY) C8 EROSION CONTROL PLAN E n g i n e e r PR 0 C9 DETAILS 1 C10 DETAILS 2 Brockette ® Davis Drake LS3 LANDSCAPE PLAN .4.1 N. Central Expressway, Suite 1100 41 ;Aq)" 06 IR1 IRRIGATION PLAN VICINITY MAP a 5� Dallas Texas 75204- u «� LIANCE W (214) 824-3647ml� Fib (214) 824-7064 (Fax) COLLME STATIO a o ENGI EERING CIOContact: Jim Riley,P.E. 0 0 •. N JAfU1ES O'7 0 ®•• •se••.. ee••••• A. RILEY••• ••s •••••. •... � O rl a 73231 ,, COMPLIANCE ozi off 4 COLLEGE STATION DEV'El. I��'ICES •��'�7 C1 U 0 ou.�� /f� • --.4••Lw.t-�.:.C.C.�=3.:.'R:r..7..:'L'ri.: -w�X `er:,w.•:.•L•� r-: .,,,,L-3�.... .t.: ►- ,,,, I ----^---r-�'-'•--•^---�--"".--e-r.,.,•--.._Y_+-_r-�--.,r.-n....-_+-+......r+r---.;+G„�.,«..a-• � i LOT 9 BLOCK 1 yr+n► '' 1 1 1 1 1 1 DEifNTION POND 1 1 1 1 1 1 1 ! t 1 I 1 1 1 1 1 t ( 1 P t t ( t 1 1 1 1 r ! 1 r 1 l 1 1 1 1 r 1 1 1 1 r ( "`•� +___- --_ �♦ �� / •' 1 t 1 1 1 7 1 1 t l 11 ! 1 1 1 1 t 1 ! 1 1 / 1 t 1 1 1 1 1 1 / ! I I ! t 1 ( 1, 1 1 1 1' 1 1 1 _ _ 1 1 I I t 1 1 1 1 VOL. 14898. PG. 262- -- -- -- -- a_--a.__----_J_J__s_-__J-JJ_.iJ__L.-_-_.._-_a-__...__�-+._-...a...r-•_�..�R.�•�� ' _ _ _ _ r 1 00 YEAR - � *2D' PUBLIC UTILITY EASEM - r r (� /��[ PER VOL 3663♦ �'G. 31 1 / / FLOODi' W f'�>': ::.;.. ! r--r-1-------J-1--------T-L------� r-t t..---- -j �+ �� Viw►-� ---r t----..-..t-L...._---_J't------� r-t-t-------j 1----�►---J 1_--_-__T 1 `r SANITARY SEWER MANHOLE 1 .• a ": _:`;^ 1 1 1 1 , GATRWAY �� i i 15' PUBLIC UTILITY EASEMENT 1 � i TOP 10" PVC-272.20 • / y t ;. 20' PUBLIC UTILITY EASEMENT i i G 1 /Z' IRON / "'' 1 1 Ay f�1.=Q 1 ! PER VOL 58D9, PGa 70-71� FL-261.90 /7 1 t 1 27. ACRES 1 1 � Z' `' t ROD SeT PER 5808 0-71 , , . r ' .5 r� ;;-T----- VAULT--__ --- ____________________________ W 20' WIDE SLOPE EASEMENT L-4 TIELEPHONE ! • ' ^ p�± �r-•.,s �+�ALP ��! >1c"'4ilr 7�71 � VOL. 4874, PG. 288 VAULT Will CAP OD FOUND�i-I 15' BUILDING SETBACK _ e------_.._---------------�• ^--------------- --- •-----------------``---...._� o N --------------------- _ / / • �/• // r+ -+^ _... v - r- it- .� =.r-_ _� •°..� .w _..t�.,�:, __'"'IyIVI�• $/ ND 1ifiH GPtooI 11 VARIABLE WIDTH Puauc _ _ _ _ / ? �1_L 0 _ ?1 _ - - ++ S/Pl IRON ROD FOUND EASEMENT L� , 9 . ? UTILITY E1SEl1ENi -� 114 2.3' rat. � / �•r.r� 1.- .c•,+-c' i SR5: 5 44.4W3 &-9.72' VOL. 4998. PG. 262 SQ, ,cam I /2" IRON { STORM SEWER MANHOLE ROD FnuNo _ ' - _ _ �...-_ - _ ._-. - _ ..a.w_.......>.. n__r_ 2� 4 TOP-271.89 �. � // � �� ,* ,�' _ it IaoN - � - _ .. ..__ _-- � �- _ � � FL 3s•-2sz.e4 ��'� �gZ SANR�TOPE181.2 HC� IMUT t�JBLIC �a i.�- - - sAAUTARr « / ,�•�"`._ �*- / 1 �, "' VOL.BQS. PG• rOF I'dCI'IA{liC: TOP - « _..� \ \ 1 SCALE: 1 =60 8' 272.31 ry TOP 275.35 \ t� vt� / 6" STU�OUT FIRE MkARA1N�8` SANITARY SEWER UNE Fl.8"-263.08STORM SiwER 1�lWHDLE 1,r ' ' 41 ,; EV: 28fi.48 _- ERG GRATE TOP-2a1.02 CIRM SEW RA j " t: 27 t*j �`N 49'15'12"E^♦143.52. TOP-271.79Y1r f r r FL 12 OUT-2 78.32 N FL 36 OUT-266,0 , ',r .5 I 36' STORM ! .J SEWER UNE 1.C1T f ! BLOCK ; FL 8" PVC = 278.47 f STORM SEWER MANHOLE \ TOP=280.95 ) ..:y W 11.323 ACRES 1 IN-277.23 i 1 FL 12 , + i THE GATEWAY PHASE 1 •^ 1 , n. REPEAT `FIRE LANE` �- ! VOL.9262 ;F.F�::1 0, 4 :, L I2' IRON LOT 1 I � i ROD St`iT f LOT 1 ARBLOCK 1 /I <� PHASE 1 , N 1.661 ACRES �bk" PWM SE 1 �� C:. O 1 1 :s.,1 I h1 '�Ou ♦ . ROD 5tj+cg f zap , 12.7411 ACRES VARIABLE WIDTH PRIVATE 1 1 "• ; ,,?Si+T' ��. »��_.r--"� �._�`` ' ��'i'i :,, , ACCESS EASEMENT 'C"0.82 ACRE 100 YEAR 35.865 sq.fL t : `i t �b0' \) `� _ �� y� 'Yx STORM SEWER MANHOLE \ 7 iL�� V01. 5779, PG. 186 i ; ` ... ��. TOP-277 74 1 , yy STORM SFiYE'R GRATE <s 'FIRE LANE" SIGN _LRON 90DI69T S, 49V5y,a5•OZ --- r' WT 1. BLOCK 1 1 •max ''ac . , •y,.�`..�... FIRE LINE" SIGN Mf 207 IC S .;�, �.-' 30,: Y�h� 72, PG 130 e ' 44ra,F 07"6V 1 ! TOP-277.66 284 __._._-•28J 36" POLY=26 �' 2 � ._------•-•--'---•2a4 ��-_______� 2a�8- ` - � - "'�..---�--=Zd 1 � �._,--.... � 28n "--...____..._.,e �i i .-STORM SEWER MANHOLE. -'ye CONCR TOP-290.79 OyM P FL 24" W-286.69 �- X" LF ;,Q" OUT-285.96 CANCRtTe /f FL 12 288...7 • 1i 3 w'D->H ,Y ti s3>?��c'c �2 I / s he / • ar.V � o,�Om � SEWER MAN TOP-295 I� •` 7' �� 4 k `r' FL i291.68 11 ` ♦ t' fo oiQt� , i F1nr r��jk/ $AN(T 9EWER W1Ni{QI N / �-'' • CO u OREN I LOT 8. BLOCK 1 2.086 ACRES ~ REPLAT OF N. GATEWAY SUBDIVISION, PHASE ?o, VOL.. 6372. PG. 139nqv SANITARY SEWER MANHOLE SANITARY SEWER LINE Ss STORM SEWER MANHOLE STORM SEWER LINE --ST TELEPHONE PEDESTAL TELEPHONE LINE T TELEVISION PEDESTAL TELEVISION CABLE WATER METER Q WATER LINE WATER VALVE FIRE HYDRANT OVERHEAD ELECT. LINE E POWER POLE 2<Yb' 2dE 2$7. -: ..'?mil '-•^•�.,�--'._^-•.�.,... ,.,..�„..-... . �''�\.,,.....�•. ``=may _``.'..,� N 'lip FL 36' IN-267.64"•Sg FL 36' OUT-267.09 OM -__------------ v---------- --- ------__-_- _------------------------------------- '-------------------- ---------------------- 10' PUBUC UTILITY- ` EASEMENT VOL 4998, PG. 262 ) WATER VALVES 1 • �%36' WIDE / DR� LOT 11. BLOCK 1 11.323 ACRES t- LPAO PLLC 8 i TACK SeT IN CONCRtTe DRNC >\ Al ACV t cf S `'' �' �{, BENCHMARK: '� rl ` q •� ��'�. � �� s`�� p "�ry� �� SQUARE CUT IN Q.C. •� ` i ;^S S Cti3�' , .,� .. ELEV: 286.48 �.41 . tfiT $�,�kitrf fro N. , >; LOT 7, BLOCK 1 `� % I�?� � �' � ��• 1.46 ACRES L.={d�t -.. . ,y 4��1i f ` "i:.•p. b THE .GATEWAY, PHASE 1 N1 < VOL. W, K. 313 ♦ n( 1 " ')c 5eT IN ')C IN / CON=Tt CANCRETt LOT 6. BLOCK 1 �QSTORM SEWER MANHOLE row I THE GATEWAY. P ASE 1 10114-283.07 VOL 3663. PG. 313 • COULD NOT OPEN • fIr jIRON ROO LOT 5A. BLOCK 1 1/2- 1.106 ACRES IRON ROD Sttr THE GATEWAY. PHASE 1 .. ` REPLAT VOL 4998, PG. 262 �'-►.,ram \ ```� 1 / !/2• ICON � 1 1 /2' WON 1 ROD SET t "Ir 5eT IN CONCRCTE ORI%ol-EIMAL =mum& 4AT IV h4 ►` 15' PRNAIEPpsss &T - - _�_ PUB►aVOLC a� ; PRIVAun Ol TE WCESS &1 - -- -�' �F�3 '+� pIIBLfC IJ11L1T( 313 ---__-_- •.- `- Afl �.. - vo►- 3663. -- "X' 5r.T IN f/OtiCRETt 1 VARIABLE WIDTH PRIVATE ACCESS do At PUBLIC UTILITY r 1 EASEMENT VOL 4998: PG. 262 �yA ►N,0, i t k. IT, r `<. LOT 2R. BLOCK 1 y�'�,s�`s' 3.39 ACRES jAN �' �UTILITY CONCRETE 30' PRIVATE ACCESS 5 r Y f:, dt PUBUC m1kil r VOL 363, P G. 313 i• ' y .. SANITARY SEWER MANHOLE TOP-279.81 - �::.• r- FL 6' PVC IN-270.01 i Ft 8' PVC OUT-268.31 'X' SeT IN / CONCRtTE PUBLIC UTILITY EASEMENT s VOL 3730, PG. 277 i 51 4. 1u LOT 4R. BLOCK 1 i n 1.84 ACRES ' 1 � � 1 i i i PUBLIC U7r oy VOL 1 375B..PC. 277 Bk V o 1 21 G D00892,89 OR 6693 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 BEARING "OF N 48'03'22"W. 2. A 'PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE 100 YEAR FLOODPLAIN 'ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED Af EAS, COMMUNITY NO. 480083, PANEL NO. 0142C. MAP NO., 48041 CO142C. REVISED PER LOMR'S ISSUED ON SEPTEMBER 19, 2000 ,AND OCTOBER 30, 2003. 3. THIS SURVEY -WAS CONDUCTED WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE. LIMITED DEED RESEARCH WAS CONDUCTED TO DETERMINE APPLICABLE EASEMENTS. 4. BUILDING SETBACKS SHALL BE THE MINIMUM ALLOWABLE BY CITY ORDINANCE. THIS TRACT IS SUBJECT TO THE UNIVERSITY OVERLAY DISTRICT REQUIREMENT, i.e. 40' � FRONT SETBACK AND 20' PARKING SETBACK. VALE II'f&S.- UNE BEARWIC D/STAIVCE L 1 S33'53'03"E 27.87' L2 S68'09'56W 3272' L.3 SJ3*53'03T 237.95' L4 •S, 5'0450jy 27.60' L5 A05',3857Y1 82.57' L6 NX-16'021W 68.16' L7 N3820W *w 74.50' L8 N70'19'59'W 32.66' L9 N4155'53OF 751' 110 N48'55'56W 53.57' L 11 N4 r 56W T 60.77' CWW TALE• CURVE LENGTH RA01US DCLM Cmwo BEARING Cl 161.38' 373.00' 24'47'20" N 32'40'S8`WN 160.12' C2 112.48' 22.5 00' 2$'38'38" N 343637IW-111.32' C3 15.2 71 ' 275. 00' 31'49103" N 3310l '24 W-150.76' ,PLAT � OF LOT 1 AR (12,741 ACRE$) LOlr 12.0 ,661 ACRES)! BLOCK 1 GATEWAY SUBDIVISION PHASE 1 VOL, 63/ 2s Kis 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. KUNG ENMNEERING t SURVEYING _ 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212 _ �o�7a ' - ,------------1--••"«.,_.•««««,-..,«,_•,.,,..«,..««_w7-7----.'-w«,-«..«««7«7w«-p«•._.. P,�„�„•1';�,.; _ .. .,wC :L'-:.- i�G3:'1�G:/-..:Z �.:-�.=•,7�i tom..-r�G-3�. .�_.:- ' 1 --_ i- / / / ♦ / 11 1 t t 1 f 1 t t 1 1 qt�+ 1 1 1 ,�'-'�---/ + 1 1 1 1 1 1 1 l 1 1' 1 1 1 1 1 t -1+_ ------ - L07 9. BLOCK 1 1 t 1 + t+ + 1 t 1 1 t 1 1 1 1 '1 ; i - DETENTION POND VOL 4998. PG. 262 / _r-------.w«J.Z►-t'.:L.:'Z�C"S-'�3��1:.G�►.�':i-7-..'"a....-+1"-�'^ -..--_ e.- �y 00 YLP,JC �� ; ,20• PUBLIC U663, _ � �� _ PER VOL 36&3, PG. 313 l= �..aUDP�AIAi FEa? 4 f ----- ------ T-- -J-T - -----J � -Z - --r t--------J-T--------J t-------1 r-J«1--- ---J 1 ----__J'-L-------� 1 `7 + J L_ -I _J - r - �. / y SFE-269 i t 1 ' .� i i TII SWAY PHAN 2 i 1s' Pusuc u�ntarr EasEatENr-.�--i- 20' PUBLIC UTILITY EASEMENT , 1 ACRES i i PER VOL. �D9, Prs. 74-71 '�+ PER 5800/70-71 1 7 '�+1* I /2' IRON 1 - j 20' WIDE SLOPE EASEMENT i _ i ` 1 i ! • F ROD FOUND 1 + 15' BUILDING SETBACK rVQAPt p/± ` 'r1--w---� ^ Y0L-4Q74�PGw 289 _.------------^-------------- WITH // \ -� , • ._^1 1�� Lam._ �- �. ..�.r -� ...� +.� .�.. �._ �...,. �..-. ww.w• w----_«« -- CAP �. .23' f!.1 w w �• , �! �► 11A! tw >wR w. w .. wn,l. +� + _ - l 1/2' IRON 114 ��1/2" IRON7. ROD FOUND S 41 53 ROD 5eT ; L j / 7,_/_1 ---1/2' IRON ---------------------------------------- -- ------------------------------------------••--------------------------- --------- ------.:�.r;�i i _"-]" ROD 5tT MADE PEAS 1 A3.74 (A Y k� FOUND WITH CAP i r 1 Y VOL 498s. PO. 262 +p 031, I . i j { ; ; �� , • J ^ > I 20 WIDE PUBLIC 20' WIDE PUBLIC UTILITY EASEMENT UTILITY E1►SE111 NT / 1 \ • / ; ; I 20' WIDE PUBLIC !-1 ; UTILITY EASEMENT � 1 1J�� P.O.S. - 15' WIDE _ PUBLIC UTILITY /� A I •t , M J EASEMENT LOT 1 AR,�' 1 � / , N 19. 0417 E: 11.78 ACRES / i 1 I/2' IRON ROD scj �' { �•il2 y �ti °rk ;A? `'� .� / VARIABLE WIDTH PRIVATE' i ( Q V , EASEMENT 'c' 0.82 ACRE t 1 , + I►'`S ;t�.t'-s •.,, I 35.865 sq R. + • I �'!•s:.`jji�vl �� +��, VOL 5779. PG. 186 LOT 1, BLOCK 1 6.207 ACRES TH9 QATMAY, -PUSS 3 -A7V 1 t / aEii, 1 : I /2' IRON ROD St:T 1 �r_ 4, 1 • 1 QO' t1TlUN + t r-• t t f 1% 1 %1 + '1 J 1 + 1 1 % 1 1 `X1 5eT IN , _ - - - CONCRCTG IOU �"• , • 1 ; ,_ �.,� � 1 • �♦ 41 1* kN-h , \ 1 3 I /2" IRON ROD str r --- -- ------------- ------------------ --- - ----------- --- VARIABLE WIDTH PUBLIC • 5/0' IRON ROD FOUND UTILITY 8R5: 5 44.4s'3'Y'G•�8.72' VOL 49EASEMENT 98, PG. 2 4 S LOT 11, BLOCK 1 1 I-W ACHES THE GATEWAY, PHASE 1 REPLAT VOL. 49940 PG. 262 100 YF.AR FLOODPL41N BFE•269 i e i ----------------- - Nr----------- ---------------------------- 1 10, PUBLIC UT1LfTY , EASEMENT VOL 4998. PG. 262 LOT 11. BLOCK 1 1 11.323 ACRES 1 1 i J r I LEAD Pu1C @ 1 TACK SET IN CONCRtTe DWZ ' LW PLUG do o►•`�ie ;.. ' • TA>vK 5tT iN +� �CorSK:RtTfr CONCRETe DR14t, 1 w , .0 S 4976141 iY� 15f.L 49' r� A;•` �� • ``♦ '``. •�� • '` (�� PRNAIE XCCESSU T _ i t*. f _ • {k'1 , `• �� CA PUB►1C 8 PO. 262 _ _ _ - _ " - - r vl LOT 8, BLOCK 1ACCEss & " 2.086 ACRES ; , P°unuiv - PWATEFT. ' _ _ REPLAT OF : i i 1--" _ - vat- 360' _ '313_----""" GATEWAY SUBDIVISION, PHASE 1 a �► �;' VOL. 6372, PG. 13Q a ; . .., tz4 15' WICIE PUBLIC UT[L11Y EASEMENT ' Q,34, ACRE :4 L13 L192 L21 I L17 1 LOT 1 AR-2 P h 2.62 ACRES 1 N 4i9'16n6"E 31.Sp' o ��i 2 1 �r0. .0I S ; 'r StT IN VARIABLE WIDTH po 1 PRIVATE ACCESS 6c �Ic•` O;t '� �PUCE LTITY LOT 71 BLOCK 1 �N VOL 4998. PG. 262 � 0�"*��j�� 1.46 AQWS 1` 14-0 o THE CA►TEWAY. PMASE ' VOL3W. PG. 313 ` `-�` `+ ♦� N �►�j q LOT 2R, BLOCK 1 3.39 ACRES \ ' ! t'' +CONCRt 30PRIVATE ACCESS 56 IN , „ r PUMM UTILITY • / CON='ft EASEMENT VOL 3663. PG. 313 X COT>: LOT 6. BLOCK 1 ! �. THE CATEWAY. PHASE: 1 313 1/ PG 3563 VOL. , . ___-__ \ IRON r- _-_.--___-- OD t . _ LOT '5A, 'BLOCK 1 ' � a ; It 10' PUBLIC UTIIM \ / 1.106 ACRES 1MENT 40p � + VOL 377553, PG. 277 THE GATEWAY.-Pt3ASE 1 , u REPLAT \ \ \ \ \ VOL. 4998. PG. 262+ 1 Q LINE. T .• - �` \ \ \ / LOT 4R. EILOCK 1 • 1.84 ACRES f iz• L!lilE BEAR/NC D/STANCE .NOTES: � \ � � / Rep s�a=t � a L 1 533.53'030E 27.87 � � + 1. BASIS OF BEARINGS 'IS THE REESTABLISHED D SOUTHWEST LINE OF + L2 S68'09'56V 32.72' LOT IA - 16.997 ACRES - - BLOCK 1 AS SHOWN ON THE: REPLAY _ L,3 5331531030E 237.95: AND SUBDIVISION PLAT ESTABLISHING LOTS 1A. 5A. 9. 10 AND 11 � � � - L4 S55104'50V 27.60BLOCK 1 OF THE GATEWAY. PHASE i RECORDED IN VOL. 4998, PG. L5 N35'38'57V 8257' 202 WITH A RECORD laMING OF N 4; W'22"W. L6 NJ7'161021W 68.16' , 2. A PORTION OF THE SUBJECT TRACT DbES LIE WITHIN THE 100 1 ` - 1 ' 15• y�iEW L7 N38'20 53'W 74.50' YEAR FIOIODALAIN ACCORDING TO THE FLOOD INSURANCE RATE MAP I/rWON 3758, PG 277 L8 N70'19591W 32.66.FOR BRp,CDUNi1( AND 1NCORPOUTED AREAS, COMMUNITY NO. 19 N41 'S5'53"E 7.51 ' 440084�OS , PANEL NO. 0142C. Frt/I . NO. 48041 CO142C. RE:IIISED PER -' t L 10 N48.55'561W 53.57' LQMR'S ISSUED ON SEPTEMDER 19. 2000 AND OCTOBER 30, 2D03. L11 N415526"E 60.77' 14 3. THIS SURVEY WAS CONDUCTED WITHOUT THE: BENEFIT OF A _ COMMITMENT FOR TITLE INSURANCE. LISATED DEED RESEARCH WAS CURVE T.+4B1.�' CONDUCTEQ TO DETERMINE APPLI APLE ff1h W..NTS. wr 5rT • 4. BUILDING SETBACKS SHALL BE THE MINIMUM ALLOWABLE BY CITY �+ CURVE LENGTH RADIUS DELTA C,RQ bIEARJNG ORDINANCE. THIS TRACT IS SUBJECT TO THE UNIVERSITY OVERLAY 1fIpM C1 161,38' 373,00' 244720" N 32'40581WN1f0.12' DISTRICT RE:QUIRENENT. i.e. 40' FRONT SETBACK AND 20' PARKING C2 112.48' 225.00' 28'38'38" N 34'3J7"W^-111.32: $EjW=. AT C3 152.71 ' 275.00' 3149'03" N JrOI 24'WN 150.7¢PL OWNER'S ACKNOWLEDGMENTS AND DEDICATIONS STATE OF TEXAS COUNTY OF BRAZOS pE1;.MAt g/Astvw K� � t.T.G We, owners And Developers of 14.40 Acres and designated heroin as THE REPLAT OF LOT 1AR (12.741 ACRES) & LOT 12 (1.661 ACRES), BLOCK 1 GATEWAY SUBDIVISION PHASE 1, VOL. 6372. PG. 139, in the City of College Station, Texas, Brazos County, Texas, and whose name is subscribed hereto hereby dedicate to the use of the public forever all public streets, public alleys, public parks, public wcter courses, public drains. public easements and public places thereon shown for the purpose and consideration therein expressed. thI-M A M i24 fU v#q 6A a G P W / L. _c Frank Mihalopoulos - .Gwrmr. 1 73 F"St, 64--r STATE OF TEXAS COUNTY OF BRAZOS Wore 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 ..C_ day of __ ___, 2005. . `XCL v _ Notary Public in and for the State of Texas ` - �• HELEN VAStW C�AfI" OWawY PWAO, $lo% of Tttxss ► ' :` MY Corrxril�sia++ Expires Printed Name: -S C' r -'� ..t;:• AWD 17.200 My Commission Expires: f dAD9 1 APP0AF ��QONINGCO NIMISS{AN �,t�(_-- , Chairman of the Planning and Zoning Commission of the City of College SAtion, Texas, hereby certify that the o tached plat was duly approved by .the Commission on the i day of 12*42\0- j - 2k�Q�Z , Chairman of the Planning & oning Commission City of College Station, Texas APPROVAL OF THE CITY ENGINEER I. 1 *1 W, Res City Engineer of the City of College Station, Texas. hereby certify the this subdivision plat contnrms_to the requirements of the subdivision regulations of the City of loge Station, Texas. Engineer. City o*e- City otion. Texas _ r CERTIFICATE OF . SURVEYOR 1. S. M. !ding. Registered Professional Land Surveyor No. 2003. in the State of Texas, hereby cut tity 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 encrocchments, conflicts or protrusions, except as shown hereon. OF l� . Kling, R.P.L.S. No. .... . • ......S. MK .. LING 2003 y . CERTIFICATE OF THE COUNTY CLERK SURv� STATE OF TEXAS COUNTY OF BRAZOS I. Karen McQueen, County Clerk, in and for said county, do here certify that this plot authentication was filed for record in my office the 7 day of _._ M A �_ _ 2005, in the Official Records of Brazos County. Texas. in Volume �. Page :4j 1- 2_1Z Karen McQueen, County Clerk, Brazos County, Texas 15' PUBLIC UTILITY .20' RLt�./C urxurr ��;;41"r CI CIA" LENGTH R"US L&TA CHORD SCA&VO lJAE BEARAW DISTANCE C4 8.70' 245.00' 2.02101 " N 4715455V-8.70' 434 S40'44 22 t 22.89' 435 S49'15118'4V 20.00' 06 N4044 221W 22.89' LJ7 S40'4422"£ 44.84' 08 549'15:161Y 20.00' 139 N40.44'221W 44.84' 15' RAIRUC UTILITY REPLAT ��IfittEAlT ,�f�7�• LINE 8EAR/NG DISTANCE OF L 12 N4976'49 "E 541.27' LOT I A (12.741 ACIR S) L13 N4976'06"E 541.2T '�I R'# 1� L 14 S40'44143 "E 15.00, 415 S49'16 06"W 74.33' & 416 540'44'00"E 16 05' LOT 12. `1 .661 ACRES` $ L17 "W S49'14'J515.00' {►It (� j 418 N4044b0'iV 146.06' �� . L 19 S49.161061W 255.00' Leo S4'F 1. 421 S49*14'15'W 15.00' GATEWAY SUBDIVISION L22 N4044 001W 16.05' �� L23 S49'16'06'W 184.45' LZ4 S68'10'491W 63.71' �+�► A f� L25 S2149'20"E 14.53' VOL. \f 3 I/ �i PG. "� �� L26 S68'11 '43"W 15.00' L27 N21'4920"W 14.53' .14.40 ACRES L28 S68.10'49W 240.80' RICHARD CARTER SURVEY, , A-'8 L29 S2149'20 "E 14.54' 1,70 S68.I f'43V 15.00' COLLEGE STATION, 6RkZOS COUNTY, TEXAS L31 N214920V 14.54' L32 S68.10'491W its 42' SCALE: 1 "-=60' MAY, 2005 L33 N48'55'56"W 8.08' SHEET 2 OF 2 PREPARED BY: KLING EW 4NEERING & SURVEYING 4101 TEXAS AV. + P.U. BOX 4234 + BRYAN,TEXAS + Pli.979/846-6212 (: LOT 9, BLOCK 1 EX. DETENTION POND (: VOL. 4998, PG. 262 1� (: ZONED: CI-OV Existing THE HOME DEPOT — — -I LOT 11, BLOCK 1 THE GATEWAY PHASE 1 VOL. 4998, PG. 262 —EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT ZONED: C1 EEASEEAENT C41V 1 1 1 r-%V t_ A& ' Q -.1- ( ( Q +h U Z 4 Q !! 3 w W EX. 7 - f 1 ( Tt - .- N a 0=24 4rzo » I R=373.00' S°gCEar s L-161.38' I 1 I 8 a �' �� 'Q IIl V + C�+ CH=N32'40'58'W I I ' Z a zI N 41.5 3�7.9 1 �. 1 ® 9 qs ?g?Js'T ® ��O �4,R9 �., ``� EX. N 49»i4'25' - �f 4*67" p E 9 �,os R9�0 Q FIRELANE 31.50 — ?, J 9s I LOT 1 ,BLOCK 1 \\ N 48 610' Il k L' 63*AD2Il VEME - ;1 ,,` - WWM - Z - D CIE) ii / ��'�� ' EXISTI G TAIL o' -296.0 � �S 49'15'00'• w - 15s.49' • 9 \ \'�s0O' l '� q 9� \`\��, • • \ EX. 15' PRIVATE ACCESS & Reta Tr ct A , •� / s PHASE 2 S40 5• PIJ9=970TY EASE / P ZONE : CI-OV / rim 2 MAS NOTE: _ i ^ i 36 L__j 19 ><oT / 28 PARKING SPACES TO BE 9,a" 'pu ,mac' <�AR, ens�r w,oTK R p BUILDINGS FOR PHASE 2c WILL BE SUBMITTED SEPARATELY. 1 P014C_ VjiiL.iTFY 69EMENT_ �—EX. PAVEMEN VARIABLE WIDTH / ATE ACC,T - n ic uT1u i ' EX. BUILDING ` ZONED: C1.0V 1*3 0 60 120 Scale Factor: 1 "=60' �a�:wc?Sa moulz?ED LD +T VICINITY MAP N TS LEGEND - EXISTING CURB - PROPOSED CURB BFR - BARRIER FREE RAMP FDC - FIRE DEPARTMENT CONNECTION -- - EXISTING FIRE HYDRANT T - EXISTING WATER VALVE - EXISTING WATER — — - EXISTING SANITARY SEWER - EXISTING STORM SEWER - PHASE LINE - TRASH DUMPSTER R - 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. PARKING PHASE SQ. FT. REQUIRED * PROVIDED PHASE 2 (LINEN /PETSM ART) 51,068 205 307 ** PHASE 2a (CIRCUIT CITY/RET. B) 35,351 142 39 PHASE 2c (FUTURE) 44,177 177 210 TOTAL 130,596 j 524 j 556 *1 SPACE PER 250 SF. ** DOES NOT INCLUDE THE 28 SPACE DEDICATED TO WINGS/MORE REVIEWED FOR COMPLIANCE FEB 2 2 2001 COLLEGE STATION pEE11EtOMENT SERVICES S17T PLAN F't8 2 2 m7 COLLEGE STATION ENGINEERING GATEWAY CENTER PHASE 2b (SITE) °0 T LOT 1AR (12.741 ACRES) & LOT 12 (1.661 ACRES), �• `6 BLOCK 1 =S °...... GATEWAY SUBDIVISION A. RILEY c °°°°�°°°"" ' ", I VOL 6372, PO 139 73231�0.: SITUATED IN THE / RICHARD CARTER SURVEY,A-8 CITY OF COLLEGE STATION , BRAZOS COUNTY, TEXAS SHEET 3 OF 12 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 OWNER ENGINEER Delmar Baronhead I, LTD. Brockette•Davis•Drake, Inc. 4645 N. Central Expressway, Suite 200 4144 N. Central Expressway Dallas, Texas 75205 Suite 1100 (972) 233-3333 Dallas, Texas 75204 (214) 824-3647 Revised: January 26, 2007 Scale: 1 "= 60' Date: January 2007 Job No. C06078 C 3 I- .� LOT 1, BLOCK 1 I: aJ THE GATEWAY PHASE 2 \ ` VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT I--�r I E .'20'_ PUBLIC VOL. 4974, PG. 289 EX. 5' PUBLIC I I''� TILITY EASEMENT W — UTILI EASEMENT----� I Exist 12 Water I .. .. ..... .... . ... .......... ......... —I— ooto+ Exist 8" W. W. —y — — — — — — — — — RIM=272.20.90 tEX. VARIABLE WIDTH EX. 12� WAT R — FL 8"=261 R I PUBLIC UTILITY EASEMENT / EX. 8" W.W. — I I ( I r•. , — — — — — — — — — — — — — — / WWMH--------------- ---- REMOVE EX, TEMP CU-T-� ---- - EX WWMH �- RIM=281.21 I RIM=276.20 I I I 0 50 100 _ f `' FL 8"=263.09 I 4 FL 8 272.31 — — — — — — — I I I EX. L1-I UTILt�fl' E'dSEME13T 1 �2EMo x I I I f ( Scale Factor: .. G-TEMP UB ¢ I I I I 1 =50 J� I PAVING GENERAL NOTES 1. All materials, construction, and traffic control devices shall conform to the City of College Station standards and specifications. 0 ;r, tt. 4 x; ; 2. It will be the responsibility of the Contractor to protect < I ( oil public utilities in the construction of this project. All { N I I manholes, cleanouts, valve boxes, fire hydrants, etc. must /Ex. 20' uTIUTY---i be adjusted to proper line and grade by the Contractor EASEMENT I 1 I 1f / r W I I prior to and after the placing of permanent paving. Utilities J LOT 11, BLOCK 1 must be maintained to proper line and grade during con- I`j. I THE GATEWAY PHASE 1 struction of this project. I I I '29.5 R ~� .:...... l I I VOL. 4998, PG. 262 w...,,, EX. 35' PRIVATE ACCESS & 3. The Contractor will be responsible for coordinating with all I PUBLIC UTILITY EASEMENT the appropriate utility companies for the location of all FF=283.00 FF=281.00 �� Q I utilities within the construction area. I ► i `�\4 FF— 28rJ 00"' I 4. The Paving Contractor shall coordinate with the Utility - _L I Contractor to insure all sleeving has been installed prior to I •\ \�. - FF=285.00 placement of permanent pavement. 5. All paving and earthwork operations shall conform to the recommendations in the Geotechnical Investigation Report. EX. VARIABLE WIDTH 0 6. Public Right —Of —Way, PRIVATE ACCESS Easement and common areas must be EASEMENT "C" I I \.` �� \ \` ,z ``�````\\\.o I stabilized with perennial vegetation cover, full established with VOL. 5779, PG. 186 I / ``�`~ `� , `, . �, `� ..!,'� coverage, P PP y I \\,.. �;ti '.�` ,- I� _- _ 1 I 1009' cover or other roved stabilization method. a e a 'I',L 7. Detention/Retention facilities, channels, drainage ways, and �\\X" ® """ "^" """ "^N pE 100YR. FLOODPLAI outfalls shall have established perennial vegetation with LOT 1, BLOCK 1 . \ ` ''�` ,\�. - - - - - - - - - - - - a cover I / . `\ I) EX 100� age THE GATEWAY PHASE 3 l ti �� . �` ,� ` �� \\ \��>� ,.\ rFIRELANE - - - - - - - - - - - - _ - - - - - - - - - - 8. Traffic Control measures will be in lace prior to commencing VOL. 6372 PG. 139 1 _ \t �.��` ''`; \�`N , \ : \`:` �1�`;\,\`\��,�` �,' %) — — — — ' P P 9 �` �\, .,. ` � construction of deceleration lane. EX U TILI TY EASE ENT LEGEND ti�`:4;•,ti\� �.\`\\ \ I Existing Curb I\" '\ \ `��:\ \ .\;'\:'�.>. \•'\.\`\`.. ``.'`::� ti.\ .'\. •'`.�..\ ti `\ `'t' PAVEM " — Proposed Curb Sawcut (Full Depth) o . _ N, `�`\`�\ W - BFR - Barrier Free Ramp E /T . - Proposed 2' Curb Opening X PVEMEN .yam` .`\\``\�-� ti:ti� �ti\ .,\��'.',`•'��'w:\,\; ;�,��\ \\:�.� 2.�\�; �..,,,\� � \�- \`\,�,�`� \ � Icy `�X SID ALK I ` `v �v v 9e I I• 1,` �`.,`e\\� �* \, �,`�� \;' — FIRELANE — — — — O.C.E.W, psi concrete w 3 Bars C� 18 `\ - ` \ ` p I I LOT 11, BLOCK 1 I \\>< - ENTRY AREAS & TR UCK DOCKS I I J 6 •�-; \,�.�s;,, - 7" 4000 psi concrete pavement on 6" lime subgrade compacted to a minimum of 95% EX.AVEM of ASTM D698, near 0% to +4% of optimum „ PAVE moisture content reinforced w/ #3 Bars CAD 18 tro eL 3 , Ory Fq TH \ ` '`� °sue VEME O.GE.W. MAIN DRIVE AREAS Z J — / 3 \ \ \ \ WWMH - �'�`�'` 5" 4000 psi concrete pavement on 6" lime IM=296.09 � — subgrade compacted to a minimum of 95% of / Q? Q �Q i \ 9s — — — — _ ASTM D698, near 0% to +4% of optimum `9A moisture content reinforced w/ #3 Bars 0 18" / J�'�^ / ' \ EX. 15' PRIVATE ACCESS & O.C.E.W. q IrEM 9, 0 ` P13LIC I ILI I Y EASE REMOVE EX. PAVEMENT TFwq or 8 c / / / 9'e= P a 3�' p \ _ ---""_ �Note: / \ \ voL "Usti/ BLOCK �� / // / �L�\L�TYtE qcc ` \� _ _ All dimensios are to back of curb unless P \EN otherwise noted — — _ ® h�� // / / \fxrst8•• ` -� TOPOGRAPHIC INFORMATION E O'PIVT ACSS& V // FX pgVEM l 6 \ s3�, l I P BLC T IT ASEMENT PROVIDED BY OTHERS EX. PAVEMENT- ci l l Q QM %N O 2 ` EX. VARIABLE WIDTH-PRtV/�- °wMEAC NT�^`O TN cc3 s�ge�ock , \ e9 \� i ICEUTILIC a 6 P 8 7 N. 0 0 k. Zo, p l / 1 `� �c COL 3 pOK 63• p� H3 SF '4 ` '' 10 ® �L/%Y V- / / / / s`3 p yq / 13 1 �� 9 �� SE c / G, 3 \ \ \ \ 7� '� LOTS R & 4R, BLOC 1 0 iN � PG. 27 1 A� N \ o E. E ACCESS CL06 L \\ o® 1 1 l l Ek e Lo s ® P EASEM NT a /LD/NG T�1E C r SqVOL. 36 3 PG. 313 l( \ m a / / E OL. �9��gBLpCK / \ X WWMH w 44'i a ` l X. �% ' C� Nq RI - 79. 1 l \ \ \ / / / / l V/LD�NG °� ^�/ i '�2�R FL 6"(IN =70 01 REVISIONS & ISSUE DATES a a��'O / a FL 8"(OUT)-2681 ---- 0 14 � r Y PAVING PLAN �. 0°>~ 3p q GATEWAY CENTER — PHASE 2b �� " /3/8"R I ~, a� x CITY OF COLLEGE STATION 1:3 BATTER L T=THICKNESS Ct��.L Ge i�TION 26 5 1 1/2"R CO SPECIFIED tdGIN��Ihlta� L _,: � IN LEGEND BRAZOS COUNTY a o 04) M �� OFre,�•� \ 0 O Gs�•. oq , �, o o MVIEWED FOR ' • °.........,',• •s Q BROCKETTE ;DAMS DRAKE inc. 3 .00 ,LA p• � ., �o LIME STABILIZED SUBGRADE J0 o �' ^ COMPACTED TO A MINIMUM VOMIT �ANCE •• •'•, C� COn SU In g en g In eers o �•••••°.•°••••""""'°' Civil & Structural Engineering • Surveying w C.O.•°•°°•••••••••°••••••••••� 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 3 '- o 0 OF 95% OF ASTM D698 FEB 2 � 200� °00 AMES A. RILEY oo�, % p #3 BARS ® 18" CTRS. NEAR 0% TO +4% OF 11 o •.. o N OPTIMUM MOISTURE CONTENT. CD�LFG� STATION �e •';��` 732 1 �,°: •� (214)824-3647, fax (214) 824-7064 �r g��s� �3 .E� '0 o �Or� �I� �� DESIGN DRAWN DATE SCALE NOTES FILE NO. 0 c10 CQ cD aS o N ab CONCRETE PAVEMENT SECTION N.T.S. / O o U JAR BDD 01 /26/07 1 "=50' BOD C06078 V `T 9 OH- y q in ju a�4)0 s+yP oD 0 ed ai Fes+ $5 L7 A 02 o m d to QJ P. P cc. j i 0 y 0. Pi�� U C aa40C to a o m o C,2to0c .4 4-4 F fi ed O 4 P.� 0 oE4 I I ( I I EX. 18' E pfP I �, I I ' I } ( EX. 20' UTILITY ----I EASEMENT I I I I � I I } 1 I I I } 1 EX. VARIABLE WIDTH I I �-k, PRIVATE ACCESS } I LOT 1, BLOCK 1 ( I w THE GATEWAY PHASE 2 ca I i �y a VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT (--rJ ( E .'20' PUBLIC VOL. 4974, PG. 289 EX. 15' PUBLIC ( ('� TILITY EASEMENT UTILITY EASEMENT--_� ( s _ {� ' ---_.. � "'• '^ ' n �_�eeee•.._. .« .. W�esf ' � rra^t�.'•'.. fe1"Ij r^ � h / EX 8" W.W�c I G� / ,WWMH - -----------------EXISTING----� - -�--- f -- -----_-(------ -- �y7 EX W1yMH ti r ` ?r r' s. ` t RIM =2-, �� RIM=281.21 l r " TEMPS CURB ` - 8"=272.-1` ,' r FL 8"=263.09` 20AE?U�LIC UTILFTY1'tA5EMENT t{ l"Z11, COMPACTOR' 's_" r f li+! f-..^�.._.--_ `'-z4n. ' ..-,., r •---.... r�.m I W/ISCRM ta^� f .. P, I Y V� -. � i .. 4 _,. T. ` I 7�! `.. 1G�1 • G� .� ...�1 ` 1 }! •'✓- R�L�.. V r e f O 84:2 ., , - ' r �! DOOR AREA, .; ` i 84.2 4.8 / FF= 283.00 FF= 281.00 r '`. If ,. .-y + r 5.55 r 1 t .9 t ` FF= 28500� 83. FF=2$5.00 .4 84.5 00 41 00 .2 01 .., 8 85. Q 7 ' - ." ---'.'...-.'-- Exist 12rWater --..• ............. ....... ................... .... k - Exist 8" W. W. -� E��NWMH - - - - - - - - - - - - - - - - - - RIM=272.20 IX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT I I I _j LOT 11, BLOCK 1 THE GATEWAY PHASE 1 VOL. 4998, PG. 262 - EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT 0 50 100 Scale Factor: 1 "=50' LEGEND -- -- - Existing Contour x 770.0 - Existing Spot Elevation K - Proposed Spot Elevation - Proposed 2' Curb Opening 70 -- - Proposed Contour -•-- Flow Arrow - Existing Curb - Proposed Curb EASEMENT "C" } I ( I!rY 85.4 0 I II VOL. 5779, PG. 186 } I J d l: w r 85.9 / - 111 l 'IL. -) I��N�� III) Ill I �IIIIII�IU1 --M -- II - I~ GENERAL NOTES f 1. All materials and construction shall conform to the City of College 8. Station Standard Construction Details and Specifications, except as I I � ' Y'•^. ,� J � � y..` ._. -^ - � .. � ~ YAN VAN i VAN VAN '. ` I 100YR. FLOODPL S noted herein and approved by the City. LOT 1, BLOCK 1 7.. 2. Contractor shall be responsible for THE GATEWAY PHASE 3 P 9 y e maintaining trench safety } - - - - f r - - - - - - - - - - - - - - - - - - - - - - -� requirements in accordance with City Standards, Texas State Law, VOL. 6372, PG. 139 - - - - l s i f "� I r / and O.S.H.A. Standards for all excavation in excess of five feet LL EX. 10' P BLIC - in depth. } ( \ % ' - �' u ✓ t ;'. 1 __ \ , I UTILITY EASEMENT 3. The location of all utilities located on these plans are taken from 89.5 existing public records. The exact location and elevation of all 's - public utilities must be determined by the Contractor. It shall 86 be the duty of the Contractor to ascertain whether any additional fi = EX. PA ET� - facilities other than those shown on the plans may be present. 4. It shall be the responsibility of the Contractor to protect all public 1 904 G N - utilities in the construction of this project. All manholes, clean- , .. __... , outs, valve boxes, fire hydrants, etc, must be adjusted to proper line and grade by the Contractor prior to and after the placing of permanent paving. Utilities must be maintained to proper line and grade during construction of the paving for this development. 5. Drainage should be maintained away from the foundations, both , q -- '� r % 3 n9 _ durl and after construction .s = _ i = LOT 1 BLOCK 1 6. Backfill for utility lines should be carefully placed so that they will be stable. Where utility lines pass through the parking lot, the top 6" should be compacted similarly to the remainder of the lot. Utility ditches should be visually inspected during the / } 9 r _a -- y •s -- 92.8 excavation process to ensure that undesirable fill is not used. 1 9 0ie�iC ��gstE - 941 r� {; . r 7. Concrete for inlets and drainage structures shall be 4200 psi at n 9 M �.- PQ CITY,14 �� sss /� V E E - 28 days. 8. If rock is encountered in the trench, rock spoil shall not be used / NCO - - WWMj� `�, ,\ - in the upper 1.5 fe et of the trench. IM<_-=29v6.09 9. All earthwork operations, pavement installation, etc. shall tr - - ._ '` -- �`��., conform to the Geotechnical Exploration recommendations. EtijeN - ' _ _, , _. _ ._ \� EX. 15' PRIVATE ACCESS & r as �_ -. ` P EASE / c�Q� / - 10. Trees shall remain unless specified otherwise on the �. Landscape Plan or approved by the owner. LNG J s ,� , � '_ ..._. � 'i -~ _... - _ �-•--'' �l GgTEw T l l P 30•` � N l l l a l �• / �04 s eol pis o k �? l I l\vr,- s -- r - N, - G' --- f 4; 739 o "� /J l Fk s �✓ .�� I E 0' P IV T A C SS & P BL C T LIT ASEMENT EX. PAVEMENT--� 1 4"� �� k pq�e / J aJ�� rye' EX. VARIABLE WIDTH n� ' A ACC ® McNr�/ eIpC, - e RR rt, �' \�:, 'N IC uTlu 20, / / / / ��o • 3 OcK y e3 P� ygse 7 r1 \ 0 3 E SeC/C l JJ 83 U. y3 / 3�3 _ \ L 4R, BLOC 1 �o 0 63 GF T l NTHE ATEWAY PH SE 1 P_ ti N1 VOI 375 , PG. 27 �� 16 S �� E E ACCESS EASEM NT rNEJOr s t VOPL. 36 3 PG. 313 / /Gq r , eL A D)T/ �/ ` OL. ewq GCK \ XWWMH l l l eke �i7� �'pNgS `` �� /` , RI - 79. 1 1 REVISED DUMPSTER 10-1 J U/ NG �6� t REVISIONS &ISSUE DATES � '" � FL 8"(OUT)-2s8�1 N �. ............. T V D � •sees Ll • ..y ie H•HHNe•ees••.eHNei •},t. JAMES A. RILEY 11111110 7 co? + \ ti - Exisf- 1-2 Water . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + +ss+ Exist 8" W. W. .0A+ 05 9\9EI 6) EzoWWMH , 6 RIM =272.20 FL 8"=261.90 'es+ X. 1=ATER 1100"YY 77S, EX. 8" W.W. WWMH EX WWMH RIM =281.21 RIM -976.20 I 0 50 100 FL 8"=272.31 FL 8"=263,09 Scale Factor. 1"=50 eo EX 18" P1PE LEGEND l I - Existing Curb - Proposed Curb X X Existing Storm Sewer 0+00.00, LAT. "Bl" "REMOVE- Proposed Storm Sewer -E-�--EX. 18" PLUG UJ CONN. TO EX. PIPE BEGIN 18" HDPE 0+00.�00. LINE "133" FL EX. 18"=276.79 r. GENERAL NOTES REMOVE EX. 30" PLUG CONN. TO EX. PIPE FF=2831. All materials and construction shall conform to the City of College .00 FF=281.00 BEGIN 30""HDPE Station Standard Construction Details and Specifications, except as FL EX. 30=275.01 FF=28500 noted herein and approved by the City. . FF=285.00 2. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Low, C4 7: 18 ale CONVERT EX. WYE INLET and O.S.H.A. Standards for all excavation in excess of five feet 0+ .73 Lk IYDA� TO JUNCTION BOX PER in depth. EN 18" H DETAIL THIS SHEET, RIM=283.80 3. The location of all utilities located on these plans are taken from C ST 6 09 existing public records. The exact location and elevation of all P 0 EN 3. C Li be the duty of the Contractor to ascertain whether any additional P=2 II III III I II IIIIIIIIIIIIIk n n A public utilities must be determined by the Contractor. It shall L-J 0+05.96 LINE "B3 facilities other than those shown on the plans may be present. L=279. NN Q LINE "B P 30* HORIZ. BEND N, t I 3r rig-E, L 100YR, FLOODPL 0 LINE "B 4. All storm sewer pipe 36" and smaller shall be HDPE pipe. All storm 3 %AffE 07= sewer pipe larger than 36" shall be Class Ill RCP. All drainage 4- 0-22.80 LINE f systems shall be installed per manufactures recommendations. �6 30* HORIZ. BEND OA 5. Concrete for inlets and drainage structures shall be 4200 psi at 1+ 8 INE 28 days. RIZ. D 6. Construction shall begin at downstream end of project and continue 00, REMOVE EX. PLUG I upstream with pipe grooves facing upstream. CONST. 10' CURB INLET 2+77.15 LINE "133" 18"TOP=283.6080707. Contractor shall protect all public utilities in the construction of FL EX. =2.+ 30' HORIZ. BEND this project. 8. If rock is encountered in the trench, rock soil shall not be used in the upper 1.5 feet of the trench. The upper 1.5 feet of the trench is to be X backfilled only with quality topsoil. 2+87.16 LINE "133" E0 HDPE 9. See water and sanitary sewer plan for additional information reLAT.ed to MY-4�3 E X. HDWL +31.64 other utility construction. a M ND N D C N� T 0 REMO' D 10. All trench backfill for public storm sewer shall be compacted as AND 0 T 0 required by the city, EX. 12 OR FL EX. 12"=288.50+ T 11. See MEP Plans for exact location and elevation of utilities at the building. >Q - II �• -Fy l -_ WWMH IM =296 ()9 P- ED .00 cc) TOPOGRAPHIC INFORMATION v / 6 9��' / PROVIDED BY OTHERS MANHOLE RING & COVER SHALL BE BASS -0 & HAYES MODEL NO. V-1342 (LOGO). DEETER FOUNDRY MODEL NO. 1262 (LOGO) OR CITY APPROVED EQUAL. S UJ J P- PROP. TOP=283.80 0 10 51 10T C14 -6 6 ul-d �#4 @ 12"O.C. MH V) 79. 1 CONVERT EX. WYE INLET TO JUNCTION BOX 9-05-06 QT a:2 #4 0 7"0. C.- '14 EXPOSE EXIST./ / FL 6"(IN =270.01 REVISIONS & ISSUE DATES 00 REINF. & FIELD FL B"(OUT)=268.31 Ul BEND EX. TOP=282.08± A tw M 6 STORM SEWER PLAN F�l A0 0 0 NO UTILITY WORK THIS PHASE ca GATEWAY CENTER PHASE 2b ow 1, REFERENCE ONL Y 0 EX THROAT 0 CITY OF COLLEGE STATION �-. 9 L- 281.00± COMPLIANCE IL 0 m CD BRAZOSCOUNTY FEB 2 2 2007 Lv OF tl- Q) C ........... Q.A4, �• 0 (D o DAMS - DRAKE inc. E:3 BROCKETTE 0 CO s� E==>consulting engineers COLLEGE STATION X P,:3 0 ENGINEERING ., ......................... Civil & Structural Engineering- Surveying 2 Q) .0 ;-, 0 JAMES A. RILEY no M 0 0 144 North Central Expressway, Suite 1100 Dallas,Texas 75204 t" 4 0 .......... 0 40 73231 (214)824-3647, fax (214) 824-7064 0 0 C\? tro to 0 EO DESIGN DRAWN DATE SCALE NOTES FILE NO. 14 o INLET TO JUNCTION BOX 0 M N TS JAR BDD 01/26/07 1"=50' BDD C06078 C6 L @ H -14 I k �0 922Nk:� a a) 0 U' A !Iq r, d o � ti % 5 0 .14 s 00 O y Ca s4 ain 0 U O M4 0 0 u" o c'z nn m o �a totb ce ab 0 E'--° -14 41055126� _e8 J 1 ( ! x 8' PIPE i R-27&W I 1 L-157-710 f�H= 33'01.24"W EX. 20' UTILITY -- EASEMENT z r RIM=28I1I��1 8"=2 EXIST. PIPE CHASES 1-10" PVC CONDUIT 1-4" PVC CONDUIT 6" FIRE LINE SHALL OCCUPY 0+00.00 LINE "5" 0+00.00 LINE "4" INSTALL- INSTALL - EX. 10" PVC PIPE CHASE UNDER " " " 1-12 X6 TAPPING SLEEVE EX. PAVEMENT. EXIST. PIPE CHASES 1-12 X6 TAPPING SLEEVE J 1-6" ISOLATION VALVE W 1-10" PVC CONDUIT 1-6' ISOLATION VALVE W/ � J : BLOCK 1 1-4" PVC CONDUIT LOCKABLE LID (AMP OR USA LOCKABLE LID (AMP OR j LOT 1, - THE GATEWAY PHASE LL562 OR APPROVED EQUAL USA LL562 OR VOL. 5809, PG. 70-71 EX. 20' P ASEMEN EXISTING PIPE CHASES VOL. 4 G. 289 4-4" PVC CONDUIT DUI - INSTALL- 1-10" PVC C ---------- -- - 1-2 SERVICE�OM. ---- � N 49'1512 E IN 4" CONDUIT. - 7 I E E E EEXEt2 W� T T T T T T T T T T T T- _ _ _ _ - MSTALL _ _ _ $ 1WW - - - -EXISTING PIPE CHASES- -------- -�--- 2-1" SERVICE i � 4-4" PVC CONDUIT (DOM.) IN 4" ,z� 1-10" PVC CONDUIT Z EXIST. PIPE CHASES 4-4" PVC CONDUIT 1-10" PVC CONDUIT i 1 +15 LAT. 'C-3" UTILITY EASEMENT END 6" SERVICE • S INSTALL 2 WAY CLEANOUT 1 I N 0+50 LAT. "C-3" ` FL 6"=279.67 0 END 6" SERVICE FL 4"=277.90 3 m � E ... rn 0+30 LINEC E ��.. O+OO lAT 'C-1' E � \ fi / 3 �- 0+00 'LAT. 'C-3' ' I13 left 4. fs ; CONST. STD. 4'0 MANHOLE a 1+11 LINE "4" x = RIM�284.00 LL :FLOUT: 277.17 -END 6" FIRE FL IN=277.37 (3 LAT.S) ~ x - 3 ,1+14 LAT. "c-1~ UNE "5" RVICE NSTALL 2E WAY CLEANOUT ' 6" FIRE APPROVED EQUAL) J 00' E .-20' PUBLIC 11 X. 15 P BL C f''� TILITY EASEMENT W- UTILITY EASEMENT 6" FIRE LINE SHALL OCCUPY J +55" EX. 10 PVC PIPE CHASE UNDER J35 2,,., F; j EX. PAVEMENT. N >' .- _ T E L ET T T T Z ✓` I *, I (EX WWMH'T I I 20' UTILTY k EASEMENT- ___1 1:(D:: to rn V) 3 � � M UTIUTY--0 EASEMENT ,09 I m T I FDC In ! `. - FL e=279.65 N N m r) FF- 283. 00 FF=281.00 „ f 1+9 LINE " x X n ?838'38� END 6* FIRES" FF= 285 00 z z Z w z z \ • w w T;;2�• I I ~'\ j `I FF=285.00 o X D uj ~ X t > CH N �" 37'WaLu 4 It \ WATER AND SEWER FIXTURES a s w a w i EX. 15' 37.0 WATER FIXTURE UNITS - 26.o GPM UTILITY �, �, �, o in EX. VARIABLE WIDTH ' J &� '° \ \ \ 54 SEWER FIXTURE UNITS 55.4 GPM ESMT. °N° of M PRIVATE ACCESS ` EASEMENT "C" 1I J _ __ __ \ \ �\\ \ \ \ \\ FDC AJ VOL. 5779, PG. 186 ' I _ WATER AND SEWER FIXTURES I \ \ 69.5 WATER FIXTURE UNITS 28.0 GPM p, $• p, / •.. � � r -� 21SEWER FIXTURE UNITS� MEGPM VAN � � LOT 1, BLOCK 1 �_-- /.�4` _.... ._.. \�_ - {------------ --- -------------------- --- ------ / THE GATEWAY PHASE 3 M VOL. 6372, PG. 139 j ---- ---------------- -- --- - - - r I I J D=24 4r20 1 L-161.38• CH=N32.40'58'W I ` >� r �•� o ' Z 7 1 _ Exist 12 Water .................. .....----...................- . ...._----_... FExist 7 W. W. - W ___ - - - - - - - - - - -- t RIM=272.20 LEX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT I I 1 I ( LOT 11, BLOCK 1 THE GATEWAY PHASE 1 VOL. 4998, PG. 262 -EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT I I w � I I I� `-' - 0 I L - 0 [EX. 10' PIJBLIC UTILITY EASEMENT EX. z_ Z a- LO- _ !- r J I Ito�(• J a 0 s a zx rn _ - Zx - �o = Z - - .- <D - N N Ld Z .4r (0 NZ LLI Z (n LLJ F- F- H N Z14 o F- F- F- to O Z -� ZZ-U) - W Z �� V)Z � a_ L0- � . COL I+= c +Qcn ++ ow QUm o + EX. CONC. I PROP. CON C. M ---� CONST. THRUST EX. CONDUIT 10" PVC VC 2• BLOCKS PE 0 9 __- FL 6 = 77.33 CONST. THRUST " - FL 6"= 71.05 DE IL SHEET IWO .. 00 o to0 r 00 N N N I: cD I- 1- N N N cD 00 CO I- 00 11 II II II : II II II II II II I) cD 00 c0 0 .-- c0 00 0 c0 co 00 c0 ��.� e ;$F '. JJ U_ J L _ lL LLJ J El J 1A_ J U_ JJ W U_ J L►. JJ L►. U_ J W JJ La. _J U_ LA_ • t8; .' '•. •� 0 00 1+ 00 2 0 0 00 1+ 0 00 ..:............ S A e...:.,.; °•,(�'� NO UTILITY WORK THIS PHASE REFERENCE ONLY 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 COMPLIAHM ENGINU-I1IlG REVISIONS & ISSUE DATES WATER & SANITARY SEWER PLAN & PROFILE GATEWAY CENTER - PHASE 2b CITY OF COLLEGE STATION BRAZOS COUNTY Q BROCKETTE • DAVIS • DRAKE , inc. C:>oconsulting 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 01 /26/07 1 "=50' BDD C06078 C 7 T_ Y LOT 1, BLOCK 1 THE GATEWAY PHASE 2 4 VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT E '20' PUBLIC VOL. 4974, PG. 289 EX. 15' PUBLIC TILITY'EAS.EMENT UTILITY EASEMENT-----i F---- — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — 55!26 255 19 .. .... . ... '112 o h\ E. "1 -WA-T 8" WWMH n T_ 7— _ WVYMH R RIM =281.21 IM =-2-76.20 FL 8"=263.09 FL 8"=272',3P' T_ . . . . . . In 13 93'L3,E] K3 L3 E3 L3 93 EX UTILITYJ_E'A,5EMEN'T�,-_1_1_ Irani "V CON . _AV 4V -V OLLET,_., SILA-FENCE II TIDit N" _1y 1P N- PROTEC A-V 33'i G) F 0102,C -4 < C) Ii L-152.71' M '2!2,eC W N-1 Cq UTILITY 1. f T EX. 20' U UJ V .... . . EASEMENT X� At INLET f PROTECTION 1 op (TYP) FF-283.00 FF=281.00 LU D ;838'38: Z -F225.00 FF=285.00 isFF=285\00 13rw CHIN rt } j � , Y - j� } EX. VARIABLE WIDTH �� f.� a �I PRIVATE ACCESS irk 285- EASEMENT "C" VOL. 5779, PG. 186 S AB Q N CE 4 LOT 1, BLOCK 1 THE GATEWAY PHASE 3 -ILT FENCE VOL. 6372, PC. 139 TYP) ILT tNL; z k", AOA'70200 D-24*47020" R 373.00' L-161.38'1 0i-N32'40'58nW1 41 N -5 3 E 7. _-2 7" N 48 'Ace /C 6_,�"14217-y Oi 1 60" Aq - PG At Cb WWMH IM_ 29,6 P_ *A- %ju` 0 A, on70 /111 10 'V y 6Co K3;�? , n I dgami G) Q) U2 Q)_P '00 so 101 0 (U 0 C 0 Cc (D F-0 P4 0 0 0 C 4 C) C,2 W Z 'C 0'C tp 0 0 r VAN ON Ifs P 11X&1�4�NWNNIIINI NINO E ' I irta� I ............. ................................................. -Exist 8" W. W. EX-WWMH T — — — — — — — — — — — — — — — — — — — — — — - RIM =272.20 LEX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT Y _J —EX. 35' PRIVATE ACCESS PUBLIC UTILITY EASEMENT LOT 11, BLOCK 1 THE GATEWAY PHASE 1 VOL. 4998, PG. 262 L EX. 10' UTILITY 1 OOYR. FLOODP Is] EX. PA It% A__1 all C14 Ld Z N 49, 425'\E 31.50' 4.1 LOT 11, BLOCK 1 C, EX. RAVEME\I �Iz D .09 S- 49*1 V()O* W -15&49 ........... PAVEM A IN- in EX. 15' PRIVATE ACCESS & -S40-*45135" /V 1JBI_1C UTUTY S49'15 EASEMENT / / 1.21 S3 1 *03'3 6 W\ .60 M33 60 P I/C P151V r N,l \ -C" U9, E�_BL PT V TE A�C�SS� aI W P �O �LIT �/ / C ASEMENT -N� 01 / / / J C1 r / \ / 6 Y' ; 1 �`. I EX. PAVEMENT Ad Cpr—EX. VARIABLE WIDTH �® Tom./ / / / o � co ��//� 7,j3 ZT / \ r-rEp U &I / C \ f / ,' \ ER �\ /_/J'6 )"'yo /NE V ;1 1, - q I —PRMATE ACCESS & \ \ / / \� VD G4 TEyI, B�QC / / 9RQ \ C� —RtI_B4-_IC UTILITY EA EMENT 11663c. % - , -A 7 373 - '31 L4R, BLOC 1 / n ......... _\ / THE ATEW Y PHASE 1 VDI -37-58, !�'ALO PG. 27 I A 9 C', EX 50 n�F� ACCESS �/� 9 @ PUBLIC iTILIP( EASEMENT &(JI�Dllvc S,4 VOL. 3663, PG. 313 4- SOCK ��ot. Q4 &4 / / " -_EX WWMH 4,9,98 ?6j ,�279.51 M P L EROSION CONTROL PLAN C 0 GATEWAY CENTER — PHASE 2b COLLEGE STATION PINGINE Ia CITY OF COLLEGE STATION 0 50 100 Scale Factor: 1"=50' LEGEND -- —50-- Existing Contour Proposed Contour Flow Arrow 10 10 M 10 M M — Silt Fence M t — 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. TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS C3 BROCKETTE - DAMS - DRAKE inc. > =>=>consulting engineers ...................... Civil & Structural Engineering Surveying JAMES A. RILEY 00 ......................... ...... 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 r, 0 (0 .,p 73231 0, (214)824 —3647, fox -(214) 824-7064 VERTICAL SAWCUT T= PAVEMENT THICKNESS 3/8" WIDE MIN. HOT POURED RUBBER TOP 1/4" NO JOINT SEALING COMPOUND SEALING COMPOUND SAWED GROOVE` 1 1- 2 FIRST POUR �� `N ff SECOND POUR' T/3 1- 1 2" NO. 3 BARS ON 18" O.C.E.W. LAP BARS 30 DIA. & TIE CONSTRUCTION JOINT N.T.S. 24" NO. 5 SMOOTH DOWEL 16" DOWEL COATING 2" MIN. HOT POURED RUBBER TOP 1/4" NO JOINT SEALING COMPOUND SEALING COMPOUND 3 4" 1 1/4" MIN. CLEARANCE � 1 11" MIN. ~DnWF7 OSED END) ~ TO FIT DOWEL AND BE SECUREID TO BE TALLIED2' C—C NO. 3 BARS ON 18" CTRS. EA. WAY REDWOOD EXPANSION JOINT FILLER NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. EXPANSION JOINT N.T.S. MAXIMUM SPACING IS 60' CTRS. (TYP.) VERTICAL SAW CUT T= PAVEMENT THICKNESS 3/8" WIDE MIN. 4" NO HOT POURED RUBBER TOP 1/4- JOINT SEALING COMPOUND SEALING COMPOUN� 1 1 /2" NO. 3 BARS ON 18" CTRS. EA. WAY SAWED DUMMY (CONTROL) JOINT N.T.S. MAXIMUM SPACING IS 15' CTRS. (TYP.) SAWCUT FULL DEPTH & CURB & GUTTER 9"-15" 24" LUBRICATED SMOOTH NO. 6 DOWEL BAR TOP 1/4" NO ERTICAL SAVVY SEALING COMPOUND JT 3/8" MIN. HOT POURED RUBBER I ..,,—JOINT SEALING 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.LONGITUDINAL BUT CONSTRUCTION AY LLpp 2 LONGITUDINAL HINGED (KEYWAY) JOINT AE�LT�SoCC�PF(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. IL MAX)_ , VVIIJ in Ur _ I k-I:1L MAXjROPOSED CURB ACCESS WAY PLAN 1:12 MAX) -,-WIDTH OF 1:12 MAX PROPOSED CURB ACCESS WAY ?�12 1:? 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 flap with washed gravel on the uphill side to prevent flow under fence. 3. The trench must be a minimum of 6 inches deep and 6 inches wide to allow for the silt fence fabric to be laid in the ground and backfilled with compacted material. 4. Silt fence shall be securely fastened to each steel support post or to woven wire, which is in turn attached to the steel support post. There shall be a 6 inch double overlap, securely fastened where ends of fabric meet. 5. Inspection shall be made weekly or after each rainfall. Repair or replacement shall be made promptly as needed. 6. Silt fence shall be removed when the site is completely stabilized so as not to block or impede storm flow or drainage. 7. Accumulated silt shall be removed when it reached a depth of 6 inches. The silt shall be disposed of at an approved site and in such a manner as to not contribute to additional siltation. Silt Fence (Min. Height Steel Fence Post 24" Above 6' Max. Spacing Exist. Ground) ` 1' Min. Embedment -7 '7 Cut —Away To Show , >,?, ,�, Wire Mesh Stones �,',�';;';>> Backing Support O �\� I I I III Fabric Toe —In Trench. I I —I (Backfilled & Compacted) 6' SILT FENCE DETAIL N.T.S. ,RESERVED PARKING �r VAN -ACCESSIBLE COLORS: LETTERS AND BORDER— GREEN SYMBOL ON BLUE BACKGROUND SIGN BACKGROUND —WHITE NOTES: 1. SPACING BETWEEN LETTERS, COLORS, AND PROCESSES SHALL CONFORM STANDARD HIGHWAY AND SIGN DESIGNS FOR TEXAS. 2. INSTALL WHERE INDICATED ON PLANS. 3. VAN —ACCESSIBLE SIGNAGE ON VAN SPACES ONLY. TYPICAL SIGNAGE DETAIL N.T.S. PROPOSED SWALE PROPOSED SWALE PLAN VIEW 4 } FILTER FABRIC COVERED FII TFR STONE CORE -AWAY TO SHOW ER FABRIC COVERED NE CORE FILTER STONE EMBANKMENT 1' MIN, 6" MIN. 1'- 6" MIN. PROFILE VIEW FILTER FABRIC COVERED FILTER STONE CORE 6" MIN. 3' MIN. TYPE "A" RIP RAP FLOWr Y 50.0'0rt'ft j n' �t .,.;; : a:,..'r,•, .:-_ - Grade to prevent runoff L'.gN1 ' t�NOTES: from leaving site err WIRE SCREEN 1. Stone shall be 3 to 5 inch diameter crushed rock or acceptable crushed Portland Cement Concrete. 6' l 1, paved surface r . l ti min r+r 2. When necessary, vehicles shall be cleaned to remove ——, — �II_II1= " I *II I— _ II-1I tom. ;r t� -. GRAVEL FILTER n r ,Q r SECTION A A N.T.S. sediment prior to entrance onto a public roadway. Falter Fabric I K When washing is required, it shall be done on a area Existing Grade '; 3 ' } i Yr '�` - Q� stabilized with crushed stone with drainage flowing away PROFILE VIEW u " ;� Y Y' ROCK CHECK DAM form both the street and the stabilized entrance. All 1 J sediment shall be prevented from entering any storm f u s N.T.S. drain, ditch or watercourse using approved methods. grade to drain away right— f—woy a ., •. i< ✓ .� .N r . �-. � �-r+ ,a H. i_ • �'} - r.2 3. The entrance shall maintained in a condition which from stabilized and a� ;✓. will prevent tracking or flowing of sediment onto paved street paved surface CONCRETE BLOCK surfaces. This may require periodic top dressing with additional stone a conditions demand. All sediment dropped, washed or tracked onto surfaces, 3 % 5 }}F �y.r '`-� GRATE INLET PROTECTION spilled, paved � must be removed immediately. o ,.� ..,�^� 2yw ; s Y tia' ,,� L Tra sition to paved surface 4. The entrance must be properly graded or incorporate a drainage swale to prevent runoff from leaving the construction so.o' oa site. drainage must flow away from entrance PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE N.T.S. CONCRETE BLOCK —CURB I�" rT CONCRETE —WRE S '--GRAVEL FIL URB 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 i� Finish Grade ,::. .j Q I concrete 12" 1 BOLLARD DETAIL N. T. S. SEE NOTE 6 i I SIGN I DRIVE RIVETS (3/8") i W/ 3/8" PLASTIC WASHER rI � i BOTTOM OF SIGN 2'-0" I 1 3/4" X 1 3/4" SQUARE TUBE 14 GAUGE, 10' LONG z QUIK PUNCH POLE 5/16" CORNE BOLT & NUT CURB AND GUTTER STREET ANCHOR (30" X 2" X 2") ANCHOR SLEEVE (18" X 2.25" X 2.25") 2000 PSI _ CONCRETE A 4' MAX ROPOSED GRADE o /4.N Y ° , 6 ,. 12" MI DUCT TAPE BOTTOM & SIDES OF SLEEVE TYP. & ANCHOR TO PREVENT CONCRETE INFLOW SIGN POST DETAIL N.T.S. RE M 2 2 2007 COLLEGE STATION ENGINEERINn t JAMES A. RILEY ...•.....ee....•................. 8 T � a-.� • SST vvwf- .. � n� 0 • - "V PROPOSED FLOWLINE REVISIONS & ISSUE DATES DETAILS GATEWAY CENTER — PHASE 2b CITY OF COLLEGE STATION BRAZOS COUNTY Q BROCKETTE • DAVIS e DRAKE , inc. I>oconsulting engineers Civil & Structural Engineering • Surveying 4144 North Central Expressway, Suite 1100 Dallos,Texas 75204 (214)824-3647, fax (214) 824-7064 DESIGN DRAWN DATE SCALE NOTES FILE NO. JAR BDD 01 /26/07 NONE BDD C06078 C 9 �u J0 m I I Mn L7 III a cd ceya �5.0ci A ZO � � ' x cl�� CO 0 5�C}' O 0 0mm 0 U O m . O «' to O O N O ++ cq w d O to OHS � STRUCTURAL NON-STRUCTURAL AREAS I AREAS EXCAVATED TRENCH WIDTH /� 6" SALVAGE TOPSOIL (CLASS V) �- -; / rEXISTING OR PROPOSED SURFACE CEMENT STABILIZED BACKFILL SPECIFICATIONS DESCRIPTION THIS ITEM SHALL GOVERN THE MIXING AND PLACEMENT OF CEMENT STABILIZED SAND AS A TRENCH BACKFILL MATERIAL OR BEDDING MATERIAL IN CONFORMITY WITH THE TYPICAL SECTIONS SHOWN ON THE PLANS OR AS DESCRIBED IN THE SPECIAL PROVISIONS. MATERIALS ` % A. CEMENT: TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150.. f,�\fj v COMPACTION IN FINAL BACKFILL ZONE co I. :: ; :%\ /�.I\• Q B. SAND: CLEAN DURABLE SAND MEETING GRADING REQUIREMENTS FOR LINE / / „ !� , m COMPACTION OF ALL FILL SHALL BE AT A MOISTURE CONTENT EQUAL TO OPTIMUM AND UP TO A it 4;: ,; . Al \� �`t`-' J MAX. 4% ABOVE OPTIMUM. EACH LIFT SHALL NOT EXCEED 6" COMPACTED THICKNESS. AGGREGATES OF ASTM C33, AND THE FOLLOWING REQUIREMENTS: :4DEPTH. �� w . ETA6R- ASTMAP ��1. CLASSIFIED AS SW, SP OR SM BY THE UNITED SOIL CLASSIFICATION SYSTEM OF D2487. Q �` ': `' -� 2. DELETERIOUS MATERIALS: COMPACTION IN INITIAL BACKFILL ZONE (A) CLAY LUMPS, ASTM C142; LESS THAN 0.5 PERCENT. (V u USE HAND TAMPERS OR IMPACT TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE 1 ' \\ CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTIVE EFFORT. AVOID CONTACT WITH PIPE l`` 0° t LESS THAN 5.0 PERCENT. \ (C) ORGANIC GIMPURITIES, ASTM C40HT PIECES, ASTM 3� COLOR NO DARKER THAN THE STANDARD AND MAINTAIN A MINIMUM OF 6" COVER OVER PIPE CROWN WHEN USING SMALL '�:�r'f;• ; `~• `'1; :�: ,. \ J�� COLOR. Q MECHANICAL COMPACTORS. r m !\ ''% z (D) PLASTICITY INDEX OF 4 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM Q Q�Q ��\ ),��`• ',\, . "�., INSTALL AND COMPACT IN 6" MAX. D 4318. p��' Haunch LAYERS. WORK IN AROUND PIPE BY �o C. WATER: POTABLE WATER, FREE OF OILS, ACIDS, ALKALIES, ORGANIC MATTER OR OTHER Zone HAND TO PROVIDE UNIFORM SUPPORT. c�Q DELETERIOUS SUBSTANCES MEETING REQUIREMENTS OF ASTM C94. °fA/ 4" Bedding INSTALL AND 6" MAX LAYERS. ACT 5' DESIGN REQUIREMENTS Min. LEVEL FINAL GRADE BY HAND. .�Q��wP, �B�O DESIGN SAND -CEMENT MIXTURE TO PRODUCE A MINIMUM UNCONFINED COMPRESSIVE WHERE THE TRENCH BOTTOM IS UNSTABLE, �, STRENGTH OF 50 POUNDS PER SQUARE INCH IN 48 HOURS AND 100 POUNDS PER SQUARE 8" MIN. TYP. O O EXCAVATE TO A DEPTH AS REQUIRED BY THE G�J� INCH IN 7 DAYS WHEN COMPACTED TO 95% IN ACCORDANCE WITH ASTM D558 AND 12" MAX B or D ENGINEER AND REPLACE WITH A FOUNDATION PAVEMENT AREAS WHEN CURED IN ACCORDANCE WITH ASTM D1632, AND TESTED IN ACCORDANCE WITH SEE NOTE 1 OF TYPE D MATERIAL. PLACE AND COMPACT (ROADWAYS, DRIVEWAYS, & PARKING LOTS ASTM D1633. MIX FOR GENERAL USE SHALL CONTAIN A MINIMUM OF 1-% INCH SOCKS TO ACHIEVE 85% MOD. PROCTOR DENSITY. (EXISTING OR PROPOSED) OF CEMENT PER CUBIC YARD. MIX FOR USE AS SANITARY SEWER EMBEDMENT WITHIN 9 THIS ITEM SHALL CONSTITUTE "EXTRA WORK" FEET OF WATERLINES SHALL CONTAIN 2 SOCKS OF CEMENT PER CUBIC YARD. COMPACT MIX AND SHALL BE PAID FOR AS EXCAVATION. B/C WITH A MOISTURE CONTENT BETWEEN 0% AND 2% ABOVE OPTIMUM. 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 1B: 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. STRUCTURAL-AREADEFINITION STRUCTURAL AREAS INCLUDE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. WHERE ANY PORTION OF THE UTILITY TRENCH LIES UNDER A PAVED AREA THE ENTIRE WIDTH OF THE TRENCH SHALL REQUIRE CEMENT STABILIZED BACKFILL. BACKFILL MATERIAL LEGEND IDENTIFER CLASS OF MATERIAL COtMIPAMON REQUIREMENTS PER ASTM D2321-89 STRUCTURAL NON-STRUCTURAL 95% MAX. PER ASTM 85% MAX. PER ASTM �A I V A or I V B D1557 @ 0 TO 4% D1557 @ 0 TO 4% WET OF OPT. MOISTURE WET OF OPT. MOISTURE © 11, III, or © 95% MAX. PER ASTM D1557 @ 0 TO 4% 85% MAX. PER ASTM D1557 @ 0 TO 4% WET OF OPT. MOISTURE WET OF OPT. MOISTURE CEMENT STABILIZED SAND 95% MAX. PER ASTM 95% MAX. PER ASTM O (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 TESTING ONE TEST PER 200' OF TRENCH PER REQUIREMENTS 2' OF FILL 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 C90Q/C909 SDR 26 26 25 14 CLASS NC 160 165 200 SIZE MAXIMUM DEPTH OF BURY (FEET) 4" 81.3 76.3 NA 219.3 6" 54.5 51.5 NA 152.5 8" 40.7 39.7 NA 116.7 10" 33.5 32.8 NA 95.6 12" 28.5 28 NA 81 14" NA 25.7 24.7 NA 15" 23.3 NA NA NA 16" NA NA 21.8 NA 18" NA 20.5 19.9 NA 20" NA NA 18.2 NA 24" NA NA 15.9 NA 30" NA NA NA NA 36" NA NA NA NA ` •- s°ea ee peeee..00.oeeesoeeo e.esee JAMES A. RILEY ....................o o.a.e. 73231 � (/ 0/1 o ff, NO UTILITY WORK THIS PHASE REFERENCE ONLY Ll/kING COLLEGE STATION ENGINEERING TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS ■m 10 in VOL. �4974,vPG. 289 ORIENTATION MAP EX. VARIABLE WID PRIV�ITE ACCESS EASEMENT "C" VOL. �779, PG. 11 LO - I 1S1 Q T`- U LQ 28' Stee AF-65 CP-6 MG - 13 L- 2 KR 4- IH AJ 1 112' t EL - L L 6q' Steel L s a;_i� atr*s;e LS.. ,m n+. • I PHASE 2b 69,515 sq. ft. FF 285.00 RING (TYP.) OL KR-18 AJ-108 Gravel -, I Gravel 14Steel V V vk/� R�ge�E ot. 63� T/41TY w/,D r z, PC. EgsE 1,39 MEN Landscape Plan k: ^J Ref: None Scale:l"=30' North Natet Verify all dirrmsiana before coristnution. �"� �, � � •� NOTE: 100% coverage of groundcover, decorative paving, decorative rock, or perennial grass is regpired in parking lot islands, swales and drainage areas, the parking lot setback, rights -of -way, and adjacent property disturbed • pc LG - 28 106' 00 ■ (TYP.) FF-287.00 ENHANCED PAVING Bike Rack — CM -2 -MD1104 RING (TYP. LG-77J D ,�J 121' Steel —7- Pz L FG - 2 :H RING GM _ 12 EL - 33 AJ-50 MG -3 .J L Gravel 82' Steel MG - 20 45' St \40' KR - 35 EX. 20' PUBLIC UTILITY EASEMENT O FF-285.00 O Col vn ateway Station PH2 - 0510\LS 26 GATE STA -min poins 1-8-07.dwg, 2/13/2007 1:07:00 PM, PDF PRINTER.pc3 FF-285.00 lII 11TJ rgt4 illltli■HNi o HOME DEPOT ! E 2a %ei„ CIRCUrr PET pHgs s CfTY SMART LINENS - �� - _ I� - -__ E- C RE IL 11ti1 f 1 iAJTURE � tifiitC f GS 1�I CHIC �J DHO , --- EXPI is DD 5E& General Notes r t ,U"'lU " OLIVE' ARDF� 01. All Plant Material shall be pruned / shaped as per Landscape Architect after installation to remove any broken or damaged branches and to give uniformity of shape. 02. All Plant Material must be approved by the Landscape Architect before installation. 03. Verify all gjantities before installation. 04. Broken pieces of sod (smaller than 8" sq lore) are not acceptable. 05. All Crape Myrtle Trees are to be pruned up to expose 4' clear trunk(s). 06. Landscape Contractor is responsible for clearing any dirt or mud from public roadway. Landscape Contractor is also responsible for keeping the site clean during construction and plant installation. 07. All proposed "New Canopy Trees" shall be containerized. 08. 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 egyal. It. 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 regyired as needed and clean-up is included. 14. See Site Plan for topographic information, existing aid proposed utilities, easements, adjacent land uses, existing development and roadways. Landscape Calculations Phase 2b RequiredPOINT CALCULATIONS Site - (2 parcels) 147,776 / 1000 x 30 x 2 = 81867 Points Buffer -- NONE REQUIRED (Previously satisfied in Phase 1) Streetscape - 417' (Forest Drive) - 67' (driveways and visibility �I CG + O U p r triangles = 350' / 32' = 11 Canopy Trees Rogiirsd _._..._ O TOTAL POINTS REQUIRED = 10 Points - i CANOPY TREE REQUIREMENT --- O 8,867 Total Points x 50% = 41434 Cawpy Tree Points ReWired Proposed Landscaping NEW CANOPY TREES (container) 16 @ 300 Points (3Y2' Cal.) = 41800 Points 4,800 Points NEW NON -CANOPY TREES (container) 26 @ 40 Points = 1,040 Points is040 Pow SHRUBS (5 gal. or larger) 318 @ 10 Points = 3,180 Points 3,180 Points SHRUBS (I gal.) 38 @ 1 Point = 38 Points 38 Points TOTAL PROPOSED LANDSCAPING c1,058 Points -- Plant List - PH/A.15'01E 2b Key Giva My Sim Corrlrrwn Name (Ho rAcd Name) Pohl Valm Points Corrirrlents Canopy Tram SC 4 3Y2' Cal. Bald Cypress (Taxodium distuchum) 300 1,200 12/14' Ht., 4/5' Sp., Matched 0-0' Clear Trunk Min., Container CP 6 3Y2' Cal. Chinese Pistoche (Pistachio chinensis) 300 1,800 12/14' Ht., 4/5' Sp., Matched 6'-0' Clear Trunk Min., Container UO LO 10 3 3Y2' Cal. Live Oak (Quercus virgiana) 300 q00 12/14' Ht., 4/5' Sp., Matched 6'-0' Clear Trunk Min., Container RB 0 3 3Y2' Cal. River Birch (Betula negro) 300 q00 12/14' Ht., 4/5' Sp., Matched Non-C>opy T, 6'-0' Clear Trunk Min., Container ram - CM O 26 Y2 Col' Crape Myrtle (Logerstroemin indica 'Watermelon Red') 40 1,040 6/8' Ht., 3/4' sp., 3-5 Canes, Matched, Shrum Min. Cane Dia = I Yau KR 73 5 Gal. Antigye Rose (Caldwell Pink) 10 730 18" Height Min., Rooted, Full EL O 101 5 Gal. Eloeagnus (Floe ignus ebbengii) 10 1,010 24" Height Min., Rooted, Full FG O 2 1 Gal. Red Fountain Grass (Pennicetum setaceum Rubrum) 1 2 15" Height Min., Rooted, Full LG ® IN 5 Gal. Ligustrum (Ligustrum japonicum) 10 I/No 36" Height Min., Rooted, Full IH 35 5 Gal. Indian Hawthorn (Raphiolepsis indica 'Clara') 10 350 15" Height Min., Rooted, Full f MG ® 36 1 Gal. Maiden Grass (Miscanthus sinensis 'Grocittimus') 1 36 15" Height Min., Rooted, Full AF ql Gro1x'1d Corer I Gal. Asparagus Fern (Asparagus densiflorus 'Sprengeri') 0 REVI`'sxA 0 Pot Ful COMPLIANCI AJ h 715 1 Gal. Asian Jasmine (Trachelospermum asiaticum) 0 0 Pot Full, 3 - 12" unners, min. FEB 2 2 2007' sad O - L Field Solid Bermuda 'Tiff 4161' (Cynodon spp. 'Tiff 41q') 0 0 Weed Free, Whole Piec ol.lFGE STATION i EVELOMEWSIRRVI( NEW TOTAL FOR PHASE 2b LANDSCAPING %058 Points o� SAP •,,.«..,. _ "`lS`"OZ] ... . ............................. ROBERT B. RUTH � 1434 � S �o� y�••.'�Grsr� 0 Date: 12/07/0(o Revisions: 12-11-06 - RBR 1-12-07 - BWL 1-26-07 - BWL 2-13-07 - BWL Sheet Number LS 1 Sheet I of 2 1.5" 3 -Valve #1 Valve #3 (Drip) porttam of the pipe ore n. schennatic. Lines are be locarted m I I I I Inside pkrdm areas. .".,_aNS ----- ..... ll II 16F1 � a Eq.. µrp g a , I M, ► >4 #14 V II m II so 1640 tenn// `, 1 (2.) Valve #13 w 7.ftU EX. VARIABLE WIDTF 0 PRIVATE ACCESS EASEMENT "C" (L VOL. 5779, PG. 18 O � Eil aNa rm 0 1 !.5" Mainline p \ I V � tL7�� UT IT EA M 2.5" Mainline \ 1214 \_ S OMNI v / � FF-285.00 Portions ions of the pipe layout are schennatle. Lines are w be located inside Planted areas. (27 —Valve #9 fat+ 1 WE r r •r r /� � , p '� Vie• N r. r. 1 FAVIA ,�' ,„ • a►�-' „ram,-_ sweeping all at turn up for eater. controrier. Verify location beFwe A putt -string is to be pplaced In t at the time of Installation. FF-285.00 Irrigation Specifications Materials All main lines are to be schedule 40. I. 2. All lateral lines are to be class 200. 3. All fittings are to be schedule 40. 4. All wiring is to be 14 gauge. 5. All sleeves to be Schedule 40. G. All electric valves: (Refer to 02/IRI) 7. The existing Controller is a Toro Custom Command (metal cabinet). 8. All valve boxes (concrete and plastic) shall remain flush with finish grade for a period of one year or will be raised/straightened at no cost to the owner. 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 Owners' Agent before pipes are covered. 11. All irrigation ditches shall be backfilled and tamped. Irrigation Symbol Key ® Irrigation Controller A Vacuum Breaker Assembly 19 Electric Valve (03/IRI) • Toro 570 Series Irrigation Head 2%" PVC Irrigation Mainline PVC Irrigation Pipe (size Varies) _ - - - - = 4' SCH 40 PVC Sleeve Under Concrete (unless otherwise noted) Irrigation Specifications CONNECT ALL NEW VALVES TO EXISTING CONTROLLER LOCATED BEHIND PET SMART. Vdve (Vokcm) Mac. (SPRAY) #q 71.22 GPM (71.22 GPM) (SPRAY) #10 70.85 GPM Avg. (SPRAY) #11 70A3 GPM (61AB GPM) (SPRAY) #12 67.66 GPM (SPRAY) #13 30.70 GPM (SPRAY) #14 60.56 GPM Water output not to exceed 75 GPM. NOTE: 2" IRRIGATION METER AND BACKFLOW DEVICE INSTALLED FOR PHASE 1 WILL SERVE THESE ADDITIONAL ZONES. NOTE: NOTE: IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE" PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 23414. IRRIGATION CONTROLLER LOGATI=D BEHIND PER SMART WILL SERVE THESE ADDITIONAL ZONES. NOTE: ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE I = 23g4. gg & „ VAIN IFLOWERBED HEAD OR EQUAL 12" Pop -Up VBA(Ref NOTE: INSTALL SPRINKLER MPR PLUS NOZZLES (SIZE PER PLAN) 'Mainline sDOUR sDe�E LEEV"( � AT FINISHED GRADE _ : TORO 57OZ-12P S APPROVED BACKFILL TORO 57OZ-12P SPRINKLER - LATERAL TEE E. LATERAL PIPE _ TURF HEAD OR EQUAL ValVe#4 / II Pop —Up oro (34 70 s pray � leSeries MPR PLUS NOZZLES (SIZE PER PLAN) Ref: None Scale: None NOTE: INSTALL SPRINKLER ^ AT FINISHED GRADE APPROVED BACKFILL Valve #5 TORO 57OZ-6P SPRINKLER LATERAL TEE LATERAL PIPE Toro 03 570 Series _ i 9 �rw (T Spray Ref: None Sprinkler Scale: None are Lines are to be located 41 r1 Q� .. Y 12N � � � /Co inside ptmted : � t211 0 V ve��C l 'F E 01 Irri ation Plan w \\ 2 pC Ref: None Scale: 1"-30' North 1� Verify all dimensions before construction. Valve #11! q, o ValveFXILqTl TAIL -O Retct A � ✓ � ._ � Tr - F ... r • ti Gq T 0 30, �'9 Y 1 IC t urrent Pro'ects\Gatewa Station 2, k28 GATE STA m lints 2-13 7.dw , 2/13/2007 1:11:00 PM, PDF PRINTER. c3 T��ITY �^Acc \\DeII390\Ruth Da a\C y h p 9 P E� Rainbrid PEB Series 02 Electric Irrigation Valve Ref: None scale: None Water Proof Connection Min.) 12/q/o6 Date: 12/07/0(o Revisions: 12-10-06 - RBR 1-12-07 - BWL 2-13-07 - BWL Sheet Number IR 1 Sheet 2 of 2 i 01 1 I'll T1 I III lv w. Index Of DravWngs �•- 4645 N. Central Expressway,Suite 200 C1 COVER SHEET Dallas, Texas 7.�20a PLAT North 0 SITE PLAN (214)219-5600W CA PAVING PLAN D C5 SING PLAN Contact: Dou Patterson ITE Q s sq T� C6 STORM SEWER PLAN (REFERENCE ONLY) C7 WATER/SANITARY SEWER PLAN & PROFILE (REFERENCE ONLY) C8 EROSION CONTROL PLAN E n g sneer PR C9 DETAILS 1 ° o� C10 DETAILS 2 Brockette ® Davis Drake z 14 o LS3 LANDSCAPE PLAN 4144 N, Central Expressway,Suite 1100 IR1 IRRIGATION PLAN VICINITY MAP aA Dallas-7 Texas 75204 NTS REVIEWED OR (214)824-367 COMPLIANCE ° z �L- o FEB 2 2 2007 ' (214) 824-7064 (Fax) COLLEGE STATION P'v`" ° a°O a °ENGINEERING-1 o Contact: JimRiley, P.E. M", 5 5. �•......F;.� Cr7 5 .� 0 0 O ---f ..................... •.:.�i 4 L, a EvvD FOR DAMES A. RILEY 00 COMPLIANCES ��9.0. 73231 a.0, 0� 0 FEB 2 2 Zoo? �y •• o ... COLLEGE STATION offs DEwELOf cNT SMVICES C1 aJ `V ✓ i 1 10 ![ �� .� / 0 ,� �rw�_____-_.,rwr_.ew.,._w.,_.,.,w_,.,w.r-=w_�_�__,._�..w..,.=r._ww�=�. wwr=T__-.:q„r.*.:.��t.rwt:.t-�:c r.G` s: �.:,Z:ti.C.:+'�.`t e►= �,, ` -•x= �^---_-'-=c - 1 DOT NTION POND � . 1 1 1 i t 1 1 11 11 ! 1 1 1 ! 1 1 1 i tgt+r+► 1 1 1 1 t t / 1 i 1 1 1 1 I 1 d 1 '7� 1 t 1 1 1 1 '•'�+. t LOT 9. BLOCK i / / / ♦� ( 1 1 1 1 1 1 I I l i i 1 1 ( 1 1 ( ( t ( ( F 1 1 1 I t 1 1 1 t 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 ( • -� __-_w 1 1 1 1 1 1 1 1 1 i I t 1 1 / 1 t l 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1, 1 1 1 i 1 t 1 _ 1 1 1 1 1 1 1 1 1 1 1 r 1 1 1 1 1• 1 i 1 t 1 1 1 I 1 1 1 I 1 1 1 1 1 i 1 1 1 1 1 1 1 t 1 VOL. I4998. PG. 262 -- -- -- --- r.__1_iww___w_.,w�-.►-�_'_aw_�__+. w-_�_a--._a...wT• ��,.�..r:.t�_� �. �-..��.►7C�1..>= ,..��_?� _T'd �'C+L��.'r Cwti-" '7 � a«w.(. � --- 1 + - - 0o YEAR - - • / , �20' PUBLIC UTILITY EASEl1�Ni' r, � PER VOL. 3663, PG. 313 •� ' / FLOODPW £`��'i ( --� t------wJ`t- ..--•I-t•-------t r-t t--- ---J 1_�i'� yt ��+P►- ----t 1--------- t--_w_- i ; -f t-------- 1----`>►t--J t-------- 1 V SANITARY SEWER MANHOLE �' �� i i 15' PUBLIC UIIUTY EASEMENT t 1/2 WON TOP 10" PVC=272.20 1 r w T "TA >< PER VOL5809. PCa 70-71 FL=261.90 • / / / / 2W PUBLIC UTILITY EASEMENT t 1 PER 5809/70-71 1 1 "�.�. Atli i 1 1 ' ► ' , R00 5tT ♦ / is t 1 1 ` t i ' •�� »C G +, 1 TELEPHONE VAULT w20' W-WIDE SLOPE EASEMENT L_J t� G TELEPHONE------ ---- ------- • ! / / �,� '"}� ^ t i /z' IRON 1 1 two V'#111A^ ' P 2 PG, OW71 VOL. 4974, PG. 288 VAULT RODFOUND �� t 15' BUILDING SETBACK _ _.- - -- ---www---__---1•• ..-_------•-------- -- --------------- --_ ` -_ t ° � _'" �T --------------------- _ _---_...__----•^-----_-__--_-__--_--_w_ 1rITi1 CAP 1 Vic--- � j -.-.--_� _• _-• _ {..T (; 40'" ,r� yBLE PUBLIC _ _ � P1_~ .'X�`_'T ` ------ �..717 fy�• • I�� ifi " ' �� -__ I�FOUN � 1bCD + Hr. �'79-�..t- +1�.rr _ -- •M� �' ••"• �. '; _ - ARIAWT WIDTH ENT KITH CAP 1 1/2' IRON 114.2 "W ) j;::• ,• '^ ; 8R5: WON 4i'48J`iD-6.72' VOL 4998 PG 262 / 57 MANHOLE S 41'53 45 . .:_,_�--�. • �;3 i • �.� ,• 2`4 �-••�--�-._.�,,, ♦ r 1 CAP , /Z" WON - ww_ _ -www-_ _ •.•.wwwwn....w --,.ww _w_ _28 _ ww •� _ -_ STORM MANHO /- .. ;z ' . �- TOP-271.89 / R00 StT - FL 36"-262.64 / L 1 i w -r- �� Z SANITARY SEWER IIAPTH LE. UTILITY C� <83 --�-T `-1�. ` ^ SEW .. ` \ \ \ NtvN• SCALE' 1 «=60' _ TOP=281.21 �y�ctT ' / ♦ `t 1 __-- , �j ,' yfsl EAS'-'nS-' cp `�' ••--_-.-, SANITARY SEWER#W�tH� �-"� � tT r. N '� VQL.48pS.1'G• ♦ '�'�.:___ 01 �. a 272.31 ry 'rBENCHMMK: TOR TOP•275.35W SANITARY SEWER LINE FLW-263.09� FJRE M1�QKAIN?„\ ►t�wiDLE �,%s.,..iH r_--J p =.sTORM s1:1YER rZ7 EV: 286.48 } I ♦ T0P-281.02 o STQRM SEWER GRATE ^ r w y .w i .. {� ^t N 49'15'12"£N143.52• TOP-27t.7s $ 1 ' FL 12" OUT-27;8.32 s;:4 ' \ j - FL 36' OUT-26�04 � , 8 ' " " 36' STORM LOT i i BLOCK ' • ♦ � 1 . 1 � :� '� ,`, .�;• f f•--..,,.`__„_._�..... •A �• ra � } �:'-. � SEINER LINE , ` / / FL 8 PVC = 278.47 ,'y r's, • va �i.. (�(^ STORM SEWER MANHOLE �) 1 'al 11.323 ACRES C` S • J t 1 ii�,. TOP=280.95"rV( / rl tt. rn w • f lLtri- 1 t ,.ca . FL 12 IN 277�23 `�' a HE• GATEWAY, ! PHASE tT M s f I PLAT `FIRE LANE' s, , K. 262 �N LOT 1 :4 /' �? i 1 /2 IRON LOT �!II"[ t�•, ` { ;r� Q ';i /ROD SET BLOCK 1 40000 1 1 BLOCK 1 PHASE 1 , >! QQ� j �` ski PW" SE `�i- �► • 1.661 ACRES / % y 1 RAOI>�01d 12.7 11 A��RES � . 1 t i' ':=r4i�'YFSi':v�,n �._._-..-..•�/ �-, 284- VARIABLE WIDTH PRIVATE 1 .; © ��. - ACCESS EASEMENT C 1 1 ;>_+ , 0.82 ACRE 1 1 , ��; �- �8�...,i.-�'��S ' �� ._.�- Q% ��.. ``- :��:;>,c �ai � , 100 YIL.�"lR 35.865 sq.ft 1 ' \ ` �j� , s STORM SEWER MIWHOLE i+LOODPLAIN STORM SEWER GRATE �-•-,�t.� �--�'� 1 5 x ,z• 7OP-277 74 1 1 I �1R �' � �•55 f ,0 �Ca *FIRE LANE- -�� SIGN _1/z IRON ROD SET S, 49•157 4 i fIRE LANE" OT 1 BLOCK 1 SIGN � 6.207 ACKS PHASE { � �c+ AC 3; RCF� T V, V n � i �f / e i •E y h i� I -STORM SEWER MANHPLE_'-'y CONCREX TOP-290.79 -Oyu FL 24• IN-286.69 it .f,6 OUT.285.96 CO=C TeiJ 3 804 -/ `' FL 12"=2B8.'7 / '07 fI . � ` 's,g`.'{$'{2,e,yl^ �,�."r -a't_ t� '';fiy ri. ; ,6Fr�� -�:s;t titk.� l ' i• 294 4 ''t, y , ..tit' - 3.vx }a42.: a -' f ~• . 'iQ• pQ_ ^•.- % won J.,- ;~ � �►s t s3>,��a�c trk � 1 �o m SEWER MANOOL£ ; • • , - �' TOP-295,3 it�.r44r �"`�t' FL 12i-291M $ANITARY'%WER ~D IV 0>� � � CO09 U : fiQ1' •pAEDi LOT 8, BLOCK 1 /! �.� 2.086 ACRES REPLAT OF / ' GATEWAY SUBDIVISION. PHASE >/ VOL. - 6372, PG. 139 As" �v ``♦ ' - •lam , t 1 / i L / 1 / 1 / 1 1 r 1 t c TOP-277.66 284 36" POLL'-26 � 6 - 2G'3 -2g2- _ 281 2Zee N �nta LOT 7, BLOCK 1 a 1.46 ACRES b THE GATEWAY, PHASE 1 i VOL. 3 . K. 313 1 BENCHr�K: ' SQUARE CUT IN 8.C. ELEV. 286.48 , �1 "x' IN / 'X• 5tT Ur aDNCMT6 �...-CoTt LOT 6. BLOCK 1 / THE GATEWAY. PHASE 1 STORM SEWER VOL 3663. PG. 313 • COULD NOT OPEN • 1 � � LOT 5A. BLOCK 1 1/2 1.106 ACRES go SET THE GATEWAY. PHASE 1 REPLAT VOL 4908, PG. 262 -IMFR 1 `�� / f/2• IRON QOD St1• , ,rr 1 ix � WO 5tT ` "• "k' 5tT IN CONCRtTt OR, 1"jo��-EN m L PLAT 1 FL 36' IN-267.64 WE269 FL 36' OUT-267.09 e Sg-A .i SI1�I:,y�s' ---------- -- -UTILITY-- --- i------------- -___---_----------------------------- - --------------------------------------- 10' PUBLIC `--------- 1 EASEMENT VOL 4998, PG. 262 i ) WATER \ VALVES 1 36' WIDEON CREtE DRIVE • t . LOT 11. BLOCK 1 J 11.323 ACRES _ �- LYAD PLUG & • TACK 5tT IN CONUM DRIVt Q+�V .4i. y ` TE �SS & - -`C' --`-- If>pliPRU11L1TY f'`SseiV7 ``--- ��---VOCU A998: Pc__- - - PRIVATE kCCESS &T' --- -�- �yT.. 20' Ii11L1NM•',w_ b PUBLIC i... PG. St3------- '. *.r SET IN _ �ONCRtTt ' VARIABLE WIDTH 1 PRIVATE ACCESS 4: PUBLIC UTILITY EASEMENT Mt VOL 4998. PG. 262 �y� 4��►��Vj . �4 LOT 2R. BLOCK 1 3.39 ACRES ")r 5tT IN CON=Tt 30' PRIVATE ACCESS do PUBLIC UIILRY EASEMENT VOL 3663. PG. 313 SANITARY SEWER MANHOLE `' TOP-279.51 F. !' �1 ,: r• FL 6' PVC IN-270.01 t i FL 8' PVC OUT-268.31 F 1 'tr S _T IN , CON=Ti . ' t Pu8uc UTILITY I 1 tV ► EASEMENT VOL. 3730, PG. 277 i TP t a 1 0 z5 ; 1c, ' LOT 4R. BLACK 1 i n 1.84 ACRES ' 1 / 1 1 . • 1 / j 15' PUBLIC UTILITY / t _SEUENT i VOL' 3758. .PG. 277 - _r_ Vol u BR 21 �693 ApO892189 OR NOTES: 1. BASISOF 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 48'0322'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.,48041C0142C. REVISED PER LOMR'S ISSUED ON SEPTEMBER 19, 2000 AND OCTOBER 30, 2003. 3. THIS SURVEY -WAS CONDUCTED WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE. LIMITED DEED RESEARCH WAS CONDUCTED TO DETERMINE APPLICA8L-E EASEMENTS. 4. BUILDING SETBACKS SHALL BE THE MINIMUM ALLOWABLE BY CITY ORDINANCE. THIS TRACT IS SUBJECT TO THE UNIVERSITY OVERLAY DISTRICT REQUIREMENT, i.e. 40' • FRONT SETBACK AND 20' PARKING SETBACK. L/NE SCARAW DJSTANC£ L 1 S33'53'03',C 27.87' L2 568'09'56 "W 32 72' L3 S331531037' 237.95' L4 S55'04'50V 27.60' L5 A05-38'570Y/ 82.57' L6 N37'161021Y 68.16' L7 N3820W w 74.50' L8 V70119*59'W 32.66, L9 N4155531£ 7.51' L 10 N48'5556-W 53.57' 01 N41155?6'r 60.77' • CL�RN�' TALE• Cih%f LENGTH RADIUS Qtr ,rA CHORD &ARANG C1 161.38' 373.00' 24'47'20" N 32'4068W-160.12' C2 112.48' 225 0A9 26'38'38" N 34:36'3711Y,111.32' C3 152.71 ' 275.00' 31'49103' N .33 01 '24'WN 150.76' REPLAT OF LOT 1 A (12,741 ACRES) L.vT 1241,661 ACRES), BLOCK 1 GA 'M'W/AY SUBDIVISION PHASE i V Ls 6372, i .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: KUNG E"WE.ERING t SURVEYING `- 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN.TEXAS + PH.979/846-6212 ��7ct) , , / ----_^"^--r'-•,"'.__"'_-•-•.••r,•...r..._-..�-♦--.•_r-..-r_�_rr�-�--_-:>:.� 3.G�:3�'`Gr'. 3��:.•-i e•C� r�G-5.�. i"�,.�_- -^ J �_T� C`_r: +Tw_T "�"ir•.1 1 ----- -1 L._1.-6..__.--__.I...d..-i_.I-•.rd-d.._.JJr_h-_-_I.rJ__b_`r_rl-_M._..wi_i_-r4._Irww�•.ii ��•Iww_1, •iii-Z•••�•^_, _J J I %2W PUBLIC UTILITY EASEMENT J ��+ot7 YFA'.fA� A) / fT LaaDP�M11'J FF�??4 r-1-T---------T• ------F- ----- -•r - =J-'LoT 1� A--- �_ ----- -----, _ __ PER VOL 3663, PG 313 BFE 269 / ! , , T T9WAY PHA�+,�-�r + , , ,G J , , , 15 PUBLIC UTILITY EASEMENT 20' PUBLIC UTILITY EASEMENT PER VOL. �09, PGs. 70-71 t • PER 58Q9/70-71 ; 14 7 KS ; 52 I/z `_1 �± 2D' WIDE SLOPE EASEMENT L_. J 1',�'S5'� ROD FOUND ; 15' BUILDING SETBACK r - 1P`�►71e__-_--�----------------------------------------------- "pop VOL 4Q71PG?89-- ``�------1-- , N� , wTTHCAP �� :,.;� :.�.1•�'-- ---- ....... ..... ..,•._ ..,•w. ..._. ..,._ ...., `. _..•. � .•,..' -� ...� .r.._ .#+.� ...,.�,_._. J ,,' � 4.23 % w. w �Ir w .I. !Rr �!�► wr �� w. /2' }RCN 11 •/�"1�i �• rw ;O •r - , 41'53 / !/ROD 5 T 1/2"IRON ------------------------------------------- ------------------------------------------••--------------------------- m------ `------ -- - - i� -;�- - ..tm••� 1 �•-- / L - ` 1 I --- -r- , r .., FOUND WITH CtP , / ROD 5tT 20' WIDE PUBLIC 93.74 r >t� ; UTILITY EA$EA M ,+FA t.; +k �/ �j'/ , mow- - - _ „-• " - ; t / VOL. 4@Bs. IV 262 "' � V � \ / { i ; �� , / 1 20 WIDE PUBLIC ' unuNI"rlr � UTILITY\ EASEMENT , Of ; fJ t \ 1 ' ` L 20' WIDE PUBLIC I UTILITY EASEMENT. 1 ; / t I/rIRSON P.O.B. 15' WIDE a PUBLIC UTILITY 1 EASEMENT LOT 1 AR�- { it I 1 21.§7 .. 11.78 ACRES a 1 ' 1 i I/2' IRON k 'e ,; „n?► ; ROD 5q op VARIABLE WIDTH PRIVATE ACCESS EASEMENT 'C" 1 , (v I x* , •`A•.�12 0.82 S + t t� 35.665 sq ACRE ' VOL• 5779. PG. 186 nr I /z' WON -- ROD StT i< 20 , r-•' 1 �OT 1, BLOCK 1 ; 6.207 ACRES ' #� ATE AYs -PHASE 3 i� •}Y `7c 5tT IN , L ArF V 4� 40 U r Y j \ ?0 Y \ \ J a L Y ` rn ap i i C v a i VICINITY MAP NOT TO SCALE 3 y r d o. 0 J q� C17Y OF ARYAN a n 0 0 SUBJECT " 'f TRACT fig' o J , 15, WICIE PUBLIC UTUJTY EASEMENT =''�• (l.34, ACRE L13 ' 11Wt L ;, q� art; ... ;! .:me. ;. .r.. �.«r.aas..c! rrr +�..s :7e!�:�.t'csr'e!�2,. d, :tA. a i �' v.�n A.< sr 7" }; Y, n,? �rcf. Fes. yp r}m" ; �.F`,1`i .r7. k;.;. i?>' ,�.L`.5: L i e jA Lv;4'rr� c,_I4 Feriarv$'r,! r+?,l�r:.. M�fr.., :� �,ta ��;.ear tiy,r.t;i i��l•� L23 N p LIS ,o , L21 { L17 . 1 0.1 LOT 1 AR -- 2 2.62 ACRES A 1 Al +W'16W o a • �Q1 LOT 9, BLOCK 1 DETENTION POND VOL. 4998, PG. 262 - ,,-I /2• IRON ROD 5cT ---r------------------------ --------------------------------------- 1111�:----------------------- --------------------- ---------------- _ VARIABLE WIDTH PUBLIC 5/PP IRON ROD FOUND ORS: 5 44.4s'3q tN9.72' VOL �49EASEMENT8862 LOT 11, BLOCK 1 i 1-M ACRES z�aN THE GATEWAY, PHASE 1 REPLAT Faj VOL. 499% PG. 262 1 L \, a , 1 ` , i \ 1 � 100 YEAR F'L00DPL41N L BFE-269 1 a 1 1 ` t 1 1 '-------------- ----------- ------------- ----------- ___--_-___-__-_-_-_-. 10' PUBUCEASEMENT NT fTY VOL 490. PG. 262 1 I 1 � 1 1 \ 1 ` 1 I LOT 11, BLOCK 1 f 11.323 ACRES I 1 / 1 � ' r I I t LfAa Pw4 , TACK SET IN CONCRtTe Owt LW PLUG do TACK SET IN `x' SET W i�` CONCRCTt ORIM t S 49'16'41'W-15Lt 49' �• Tt ACCESS *17 ,.6) '; I - ' CAR , PUBl.1c NUt g Y �T _ _ -• - - ' 'i�gyOuKo ., 1b 1 'ti fig' ..p ; _vet• 49_: _ - " - - -, _ ._.-•---- LOT 8, BLOCK 1 ' ; / ; ' S , ~ 20' PRNA 2.086 ACRES PUBuc Pc. sts __-- _ REPLAY OF : i r _rr�r c-'-: _ - vet-• 3 - - _ -----_ GATEWAY SUBDIVISION, PHASE 1 VOL. 6372. PG. 130 co I • "7C SeT IN 1 r Q/1 jp_? +.; VARIABLE WIDTH /oat, / � �• `� PRIVATE ACCESS do J : , , �n / `� , PUCE r f, pp LOT 7. 81L3CK 1 ` t� VOL 4998. PG. 262 1.46 ACf tES t�± pr THE GATEWAY. PM/3 1�'�� VOL. 303, P1;• 1 LOT 2R, BLOCK 1 Cy'n 3.39 ACRES +► ww �(` 'x" 5tT IN CON CRttt coNCReTr LOT 6. BLACK i TfiE GATEWAY. PRASE 1 VOL. 3663. PG. 313 ` LINE 7AB1,.+� L/W REARING OISTAA" NOTES: � L t LZ S33'53'03"E S68'09'S6AW 27.87' 32 72' 1. BASIS OF BEARINGS 'IS THE REESTABLISHED SOUTHWEST LINE OF 1 �- LOT 1A - 16.997 ACRES - • BLOCK 1 AS SHOWN ON THE REPLAT L3 S3309156 "£ 232.72' AND SUBDIVISION PLAT ESTABLISHING LOTS 1A.. 5A. 9. 10 AND 11 1 14 S55'04'50'W 27.60' BLOCK 1 OF THE GATEWAY. PHASE i RE:GORW:D IN VOL. 4998, PG. L5 N35'3857'1Y 8257' 202 WITH 4 RECORD DEA,RING OF N W03'22"W 16 N3T16'029Y 68.16' 68.16' L7 N3820'S21W 4.50' 2. A .PORTION OF THE; SUBJECT TRACT DbES UE WITHIN THE 100 L8 N70'19'59'W YEAR FLOODPLAIN ACCORDING TO THE FLWOcINSURANCE RATE MAP .FOR BUZOS COUNTY AND INCORPORATED AR,j1S, COMMUNITY NO. L9 N41'55'53"£ 7.51' 480084,. PANEL NO. 0142C. MAR NO. 48041CO142C. REVISED PER L 10 N48155'56W 53.57' L•QMR'S ISSIIF_0 ON SEPTEMBER 19. 2000 AND OCTOBER 30, 2003. "I N4l'55 26"E' 60.77' 3. THIS SURVEY WAS CONDUCTED WITHOUT THE: BENEFIT OF A COMMITMENT FOR TITLE INSURANCE. L WTED DEED RESEARCH WAS CONntieTrn TO t1ETE:RMINE APRLtCAiALE f,A,SEME'NTS. 30 PRIVATE ACCESS •X' Stt W h PUBLIC UTILITY X / CAt�4�RtTir VOL. 3883. PG. 313 I/2• EASEMENT IRON r J•�--------------------------- � ROD 5a 'x' SET IN n , ` CONCReTE _ / 10' PUBLIC UTILITY LOT '5A. -BLOCK 1 , N , / 1.106 ACRES 1 i�IRO; -V � $ �' ', �� VOL. 375a. EASEMENT 277 THE GATEWAY. -PHASE 1 , ,, REPLAY i'} `">a4 't _ VOL. 4998. PG. 262,E o / ; a LOT 4R, BLOCK 1 1.84 ACRES CURVE TA '>., 4. BUILDING SETBACKS SHALL BE THE MINIMUM ALLOWABLE BY CITY 6► o i, ..-., - �; a CURVE LENGTH RAD/lIS I18LTA C,'{0N11 aARING ORDINANCE. THIS TRACT IS SUBJECT TO THE UNIVERSITY OVERLAY fflilM Cl 161.38' 373.00' 244720" N 32'40'S8'W^�160.12' DISTRICT REQUIREMENT. i.e. 40' FRONT SETBACK AND 20' PAt"KING t FIEPLAO � C2 112.48' 225.00' 28'38'38" N 34'36'37'WN111.3Z' $�i'DACK• d C3 152.71' 275.00' ,T149'03' N .3•T'P1:241WN150.7¢' _J ROD i a . ' J , 1 J , 15, YUBuc Uhu-1y 1 AXON _ t WL 37gg PG. 277 r --,-- 14 *r SET IN CONpaem .e OWNER'S ACKNOWLEDGMENTS AND DEDICATIONS STATE OF TEXAS COUNTY OF BRAZOS L.Tlp pE�.MAt gA1t,vv K1trA�► � We, Owners and Developeru of 14.40 Acres and designotad heroin 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, Drazos County, Texas, and whose name is subscribed hereto hereby dedicate to the use of the public forever all public streets, public alleys, public parks, public wcter courses, public drains, public easements and public places thereon shown for the purpose and consideration therein expressed. b y a ZI-AtA R. 124P-CW14CA0 GPVW / LJLC, Frank Miholopoulos - .Gwner• 1 Tr.S STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Frank Miholopoulos, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purposes and considerations therein stated. Given under my hand and seal this _._!- day of 2005. Notary Public in and for the State of Texas •;y IIELEN VAbIIA►5 CAitNEGlf µpkry Public. iwstalsofCanwriia Printed Name: S Cr• -'� .•z;` AprU17.2006 My Commission Expires: f d008 APAG�VAL OF THECPNR BONING CONI#tSSON I,�� Z (_ _ - , Chairman of the Planning and Zoning Commission of the City of College S tion, Texas, hereby certify that the o tached plot was duly approved by the Commission on the day of .M9& L A • _2,',!�: Q Ut2 , Chairman of the Planning & oning Commission City of College Station, Texas APPROVAL OF THE CITY ENGINEER I, 14City Engineer of the City of College Station, Texas, hereby certify tha this subdivision plat conforms to the requirements of the subdivision regulations of the City of loge Station, Texas. • City Engineer, City of College ation. Texas _ CERTIFICATE OF. SURVEYOR 1. S. M. ;Cling, Registered Professional Land Surveyor No. 2003. in the State of Texas, hereby car tity 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 encrocchments, conflicts or protrusions, except as shown hereon. . OF T Kling, R.P.L.S. No. _ S.M. KLJNG '.q 2003 -yyo Ffs s ► J��O CERTIFICATE OF THE COUNTY CLERK S U R STATE OF TEXAS COUNTY OF BRAZOS I, Karen McQueen, County Clerk, in and for said county, do here certify that this plat authentication 2 was filed for record in my office the 7 day of r /14)1 �_ _ 2005, in the Official Records of Brazos County, Texas. in Volume (Ah223. Page l Karen McQueen, County Clerk, Brazos County, Texas .?CO' Plki./C U&17Y 15' PU 0 UTfl" A AoWyr = CURD LENGTH RA01W L&TA CHOWW 8LQWG a/N£ BEARAAk; LXSTANC£ 04 8.70' ?45.W' 2'02'01 " N 47*54'55OW-8 70' 434 S40'4422 t 22.89.' 05 S49'W1311r 20.00' i.36 N40'44 22'W 22.89' L37 S40'44 22 "£ 44.84' L 38 549'15'38'W 20.00' 1-39 N40'44 22IV 44.84' 15' Pt/B1.IC L/N£ BEARING ACSTANCE L 12 IV68'.10'49 "E 376.94' L 13 N49'16106 "£ 541.27' L 14 S40'4443 "E 15.00' L 15 S49'16'06'W 74.33' 416 540'44'00 "E 16.05' L 17 S49'14'151W 15.00' 118 N4044 001W 16.06' L 19 S49'16 06"W 255.00' L20 S40'44 WIC 16.05' L21 S49'14'151W 15.00' L22 N4044 001W 16.05' L23 S49'161061W 184.45' L24 S68'10'491N &171' L25 S21'49 20 "£ 14.53' L26 S68'11 '43'YY 15.00' L27 N21'4920V 14.53' L28 S68'10'491W 240.80' L29 S2149'20"£ 14.54' L30 S68'11'43W 15.00' L31 N21 49201W 14.54' L32 S68'10'491W 38.42' L33 N4855'56'W 8.08' REPLAT OF LOT I A (12.741 ACME$) LOT 12 (1.661 AC S) % BLOCK I GAIM- WAY SUBDIVISION PHASE i VOL. 5,372j PCB. 139 '14.40 ACRES RICHARD CARTER SURVEY, A-8 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=60' MAY, 2005 SHEET 2 OF 2 PREPARED BY. KUNG ENG}NEERING & SURVEYING 4101 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212 BUILDINGS FOR PHASE 2c WILL BE SUBMITTED SEPARATELY. LOT 9, BLOCK 1 EX. DETENTION POND VOL. 4998, PG. 262 ZONED: CVOV :_ Existing THE HOME DEPOT LOT 11, BLOCK 1 THE GATEWAY PHASE 1 VOL. 4998, PG. 262 EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT ZONED: C1 EX. BUILDfNG i ZONED: C1-0V 0 60 120 Scale Factor: 1 "=60' BFR FDC -6 T VIL.IIVI I T IVIHr N TS LEGEND EXISTING CURB PROPOSED CURB — BARRIER FREE RAMP — FIRE DEPARTMENT CONNECTION — EXISTING FIRE HYDRANT — EXISTING WATER VALVE — EXISTING WATER — EXISTING SANITARY SEWER — EXISTING STORM SEWER — PHASE LINE TRASH DUMPSTER — ELECTRICAL TRANSFORMER FLOOD NOTE: A PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE 100 YEAR FLOOD PLAIN ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0142C, MAP NO. 48041 CO142C REVISED PER LOMR'S ISSUE ON SEPTEMBER 19, 2000 AND OCTOBER 30, 2003. 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. PARKING PHASE SQ. FT. REQUIRED * PROVIDED PHASE 2 (LINEN /PETSM ART) 51,068 205 307 ** PHASE 2a (CIRCUIT CITY/RET. B) 35 351 ' 142 39 PHASE 2c (FUTURE) 44,177 177 210 TOTAL 130,596 524 556 * 1 SPACE PER 250 SF. ** DOES NOT INCLUDE THE 28 SPACE DEDICATED TO WINGS/MORE SITE Pbw REVIEWED FOR COMPLIANCE FEP 2 2 2007 5 COLLEGE STATION ENGINEERING BULL Ut UATI N GATE�I/AY CErtI R :L4 MENT SERVICES PHASE 2b (SITE) .......... ` LOT 1AR (12.741 ACRES) & LOT 12 (1.661 ACRES), ` BLOCK 1 ........::; `ab, DIES A....RILEY ` GATEWAY SUBDIVISION ""°""" VOL 6372, PO 139 63 - "" z X--/ SITUATED IN THE P��k'07CITY RICHARD CARTER SURVEYA-8 OF COLLEGE STATION , BRAZOS COUNTY, TEXAS SHEET 3 OF 12 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 OWNER ENGINEER Delmar Boronhead I, LTD. Brockette•Davis •Drake, Inc. 4645 N. Central Expressway, Suite 200 4144 N. Central Expressway Dallas, Texas 75205 Suite 1100 (972) 233-3333 Dallas, Texas 75204 (214) 824-3647 Revised: January 26, 2007 V Scale: 1 "=60' Date: January 2007 Job No. C06078 V 3 i' LOT 1, BLOCK 1 al THE GATEWAY PHASE 2 \ VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT �—�+ f E PUBLIC VOL. 4974, PG. 289 EX. 5' PUBLIC F'"' TILITY EASEMENT W UTILI EASEMENT---� Exist 12 Water f................................................. -----— — — — — — — — — — — — — — — — — — — — + Exist 8" W. W. ---- --------'1—-------- � ' ,61 X WWMH --------- ! +*— —•t•�- RL 8IM ' �261? 0 EX. VARIABLE WIDTH Ex. 12 war R — I i PUBLIC UTILITY EASEMENT / EX. 8 ' W.W. —� ' ------- EX I I I I .-._i �._._ • _ ... ... — — — — — — — — — — — — — — — — REMOVE EX. TEMP CU RIM =276.20 I 0 50 100 — — — — — — — — — — — — — — — / WWMH EX WWMH � , �I RIM=281.21 � � `}^ � ( I I FL 8"=272.31 FL 8263.09 I I I I I EX. I } � s:• •+, ' " j , 0�e2U TYAiL� 11 ..:, EMOI( � � Scale Factor: 1UTILIE$EMENr. TEMP UrB I PAVING GENERAL NOTES } EX. 18" PIPE _ _ \, x 1. All materials, construction, and traffic control devices shall —\�� ja I conform to the City of College Station standards and specifications. I I j 2. It will be the responsibility of the Contractor to protect all public utilities in the construction of this project. All ✓ / { N i I manholes, cleanouts, valve boxes, fire hydrants, etc. must be adjusted to proper line and grade by the Contractor X I . EX. 20 UTILITY , EASEMENT I I 1 ` - I J r I prior to and after the placing of permanent paving. Utilities I {co ( — — — J LOT 11, BLOCK 1 must be maintained to proper line and grade during can— I- .._. 1 l I THE GATEWAY PHASE 1 struction of this project. ' I VOL. 4998 PG. 262 I r 29.5'R- .,.... _ - "-4 EX. 35' PRIVATE ACCESS & 3. The Contractor will be responsible for coordinating with all PUBLIC UTILITY EASEMENT the appropriate utility companies for the location of all FF— 283. 00 FF= 281 00 tea I � 1 .�. , : �` �, `.;,, . '1- J• � a � utilities within the construction area. I 4. The Paving Contractor shall coordinate with the Utility FF= 285.00 j FF-285.00 I Contractor to insure all sleeving has been installed prior to , placement of permanent pavement. 5. All paving and earthwork operations shall conform to the recommendations in the Geotechnical Investigation Report. EX. VARIABLE WIDTH PRIVATE ACCESS } ~~' �'\' ` _ _ " I 6. Public Right —Of —Way, Y ht—Of—Wa , Easement and common areas must be `\\`\`\�.,\ `\ `\\ \. \\ EASEMENT c" I I / \�,��,. \., , , ;\� .•,\`�,� , \ stabilized with perennial vegetation cover, fully established with VOL. 5779, PG. 186t `�`. `\\4 ` .; ` \�\ `� ``,�; ;� ` I I l `\`°\ II J�I,_I �I,jjjjjj,ljj II IIII j� IIII (III, �__ n __� _ t 100% coverage, or other approved stabilization method. E . I 7. Detention/Retention facilities, channels, drainage ways, and �� PE I , 100YR. FLOODPL I ( S outfalls shall have established perennial vegetation with LOT 1, BLOCK 1 — — — \ \\ \� : `\ .fit„`\.\ �\, `\' .` - ' �`\ . `� I " L — — — — — — — — — — 100% coverage. THE GATEWAY PHASE 3 I I :�'. \�; \``\�. ;�� \�'.\ .`: :`�� FIRELANE \�\ \\ \� `\ \ \� \,\\ \\ J% /� I — — — — — — — — — — — — — — — — — — — — — — 8. Traffic Control measures will be in place prior to commencing VOL. 6372, PG. 139 I \ `i\,\�\ , \ �\\;\ \\`�:� •\``` / — — — — — —1 } / construction of deceleration lane. JBLIC I \: ',\j'\ \�\, .. .�,`.`, \,,,\'`\:;``, �, •-`� UTILITY E SE ENT / I •\+' ,\ ,'\,'ti` .\ `'\�*:'.\.''4ti,,. '�`� � ,.�,`\,"',�`'•.\\b �`\'�``�,`.`\tom \.` 't�\ ' I — � � ��l\ `'.�,\\, \ ,'�\°;\,\`'•�,`. � `\\ ; \�.,\\�'.`-`\ �;\�,`;`.�\\\. \\` ;:4�:` � 0 _ LEGEND Existing Curb \ \�\ I .\� `.`l. �'.;�t,�\'\4.,�\ \ `\\` \'\.\\\•. `4.�\\-:`ti `' `,``\� \ate,\, `�,.` ',.: ``.,\\`�\\ . +: 4' P A 0 E X. T Proposed Curb � — ------ — Sawcut (Full Depth) BFR — Barrier Free Ramp I ` EX. P VEMENT I w • — Proposed 2 Curb Opening SIDEWALK sA \ \ _ \`� 3 9•. \\ ;`4�\� `: ,` \`` EX. 4 psi si concrete w #3 Bars 0 18" e99e l I • �, •�� \��;� '\ \\`\ — — —FIRELANE I O.C.E.W. ,�`,-�\ Q• — — — — LOT 11, BLOCK 1 ENTRY AREAS A & TRUCK DOCKS 7 4000 psi concrete pavement on 6 lime subgrade compacted to a minimum of 95% +�+ .o \ \ \ `� �, G — of ASTM D698, near 0% to +4% of optimum Ny pX �qR \ \ \ J� 9RAg \ ; — AVEM PAVE — moisture content reinforced w/ #3 Bars 0 18" O.C.E.W. �641PC Fq /\ \ s� , 7494 PA VEMEN _ 3s N / z e MAIN DRIVE AREAS /CID CIE) �— /;' \ \ \ WWMH — 5 4000 psi concrete pavement on 6 lime / J � r / �, ® \ \ \ IM=296.09 — subgrade compacted to a minimum of 95% of 0. _ ASTM D698, near 0% to +4% of optimum 0a 0 / ek. s9A ` moisture content reinforced w/ #3 Bars ® 18" JJ �� VEi�j� zs EX. 15' PRIVATE ACCESS & O.C.E.W. / ,� � �, � : �� •c J I J � NT P EASE h REMOVE EX. PAVEMENT ?9-1 i J 8 N l / 9,e pU9'So /r \ _ _..------ —` Note: 1/k sVe6/ BS CK ,�/ / �L/\L�T�Te qcc ' \� All dlmenslos are to back of curb unless / 3� ION — otherwise noted 13 9 ASE 1— lr l \fkstTOPOGRAPHIC INFORMATION E 0'P IV TEA CSS& -• P BL C UT IT ASEMENT ® l J l M I PROVIDED BY OTHERS o v EX. PAVEMENT A o o �Ek pq / / Q Q T O �\ a \ EX. VARIABLE WIDTH �' \ ATE ACC �oL�gTEwgeLo IC UTILI o t/ O 368,3 Y p/y \ v L 4R, BI.00 1OD ° THE ATEW, Y PH SE 1 0 VOL 375 , PG. 27 N E E ACCESS e LQ P EASEM NT a \ \ \ l / l � UILQ/N TNe T 5�. VOL. 36 3 PG. 313 Gq & \ m p a l OL. TEwq LOCK \\ X WWMH w ti•'Fo , \ Ek 49 ,' qpl� l \ RI 79. 1 l \ \ \ / / / BUILp/NG nt � / ij 2 FL 61—=�70.01 1 REVISIONS & ISSUE DATES / IEc ImC14 a A OR P. . COMPLIANCE PAVING PLAN r� 63» FEB2 2 2��7 d� — m 3/$„R GATEWAY CENTER PHASE 2b o �� COLLEGE STATION CITY OF COLLEGE STATION F°. 5 1:3 BATTER _ T=THICKNESS ENGINEERING - q •d A i " t° SPECIFIED v O 1 1 /2 R 12» IN LEGEND 5 REVIEWED FAR BRAZOS COUNTY L y,ava'-o. t. ,•'•'•. A COMPLIANCE � o•. ®� .�� v �•� r a Q) o o ¢,� ' """ •s Q BROCKETTE ;DAMS DRAKE , inc. �:� ''.�� aoconsultln engineers 6 ° p, °�' „ LIME STABILIZED SUBGRADE d ; FEB 2 2 2007 o ° COMPACTED TO A MINIMUM Ps••JAM1=-q a nILEY �� Civil & Structural Engineering • Surveying k400 OF 95% OF ASTM D698 CQ�.t�Qt STATIQN �•••• ••••••••••••.••••••...••...� 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 °° m ° N 3 BARS ®18» CTRS. OM O OPTIMUMOISTURECONTENT. >L(}Q" FTt VICES 9 732 1 : �• (214)824-3647, fax (214) 824-7064 o o c CV CV a ° DESIGN DRAWN DATE SCALE NOTES FILE NO. a CONCRETE PAVEMENT SECTION o N.T.S. O/ "0 / JAR BDD 01 /26/07 1 "=50' BDD C06078 4 o �H d C) U) am) q) 0 Cj 40 101 � W 0 M s) - Ia $4 0) 0 0 . 0 a) as 0 0 .0 0 -,z a ol on w t 4J Z 0 ED (d of -1104 LOT 1, BLOCK 1 THE GATEWAY PHASE 2 VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT E .-20' PUBLIC VOL. 4974, PG. 289 EX. 15' PUBLIC TILITYE-AS.EMENT UTILITY EASEMENT--� - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - 27,? 2 -- - - - - - - - - 2S, 0.71 b-, 2 WATER"'I.- h X EX. 20' UTILITY--� EASEMENT EX. VARIABLE WIDTH 'T PRIVATE ACCESS Exisf-I -2 Water ......... .......................................... ................ �ExistL8" W. W._ - W - - - - - - - - - - - - - - - - - - - - - - - RIM =2 2.20 LEX. VARIABLE WIDTH FL 8"= 61.90 PUBLIC UTILITY EASEMENT IY"! A r EX. 8" W. W L WWMH -F - E W#M H _r 4 - - - - - - - - - - - - - - - - T/--- -T EMS71NG RI =-2 100 ,_` '6 20 RIM 2 81.21 TPA�,,� CURB '6 0 9 8"=272745�� FL 8"=2 f i EX. U C(Q 84 TI COMPACTOR-' e� 7") ...... yl -7 W/1 sc� r VYTY A fZ Li G-) ROLL ,11P" 4.2 'eMEA.111 r% 41 OR\1 - EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT . .2 8 FF=283.00 FF=281.00 5.5 .9 w. FF=285\.00 Y) 8 FF=285.00 1 .4 84. 0:) Cp .2 00 85.9 85. 2835- EASEMENT "C" I - I f L_ I GENERAL NOTES 1^J LAJ L-I VOL. 5779, PG. 186 85.9 A-K 11 A N 1. All materials and construction shall conform to the City of College Station Standard Construction Details and Specifications, except as ON J -11 Ir& 7 t--L t LA:6-!, _U LOODP noted herein and approved by the City. cc) L LOT 1, BLOCK 1 7. _07777777/7 _077�� THE GATEWAY PHASE 3 7, 2. Contractor shall be responsible for maintaining trench safety - - - - - - - - requirements s in accordance ance with i y an EZ VOL. 6372, PG. 139 dards, Texas State Law, 7 A- and O.S.H.A. Standards for all excavation in excess of five. feet 8 EX. 10' PIJBLIC in depth. UTILITY EASEMENT 3. The location of all utilities located on these plans are taken from 89.5 existing public records. The exact location and elevation of all It shall All, __T public utilities must be determined by the Contractor. be the duty of the Contractor to ascertain whether any additional z facilities other than those shown on the plans may be present. EX -W b PA E_ 117---'� 4. It shall be the responsibility of the Contractor to protect all public utilities in the construction of this project. All manholes, clean - outs, valve boxes, fire hydrants, etc. must be adjusted to proper line and grade by the Contractor prior to and after the placing of permanent paving. Utilities must be maintained to proper line and grade during construction of the paving for this development. 2. 0:1 5. Drainage should be maintained away from the foundations, both 0 during and after construction. 0 q 9 .6 LOT 11, BLOCK 1 6. Backfill for utility lines should be carefully placed so that the y will be stable. Mere utility lines pass through the parking lot, the top 6" should be compacted similarly to the remainder of the lot. Utility ditches should be visually inspected during - the 92. q excavation process to ensure that undesirable fill is not used. -2 vlave VA 7. Concrete for inlets and drainage structures shall be 4200 psi at "-. 94. X_-RAVEMEN 28 days. PC A r/y 1,36 ��IV W wwMH8. If rock is encountered in the trench, rock spoil shall not be used _J in the upper 1.5 feet of the trench. , / m� `'Q /' / s69A J u- �. : t'' r ` �,. ` - 1\ LM 296 09 9. All earthwork operations, pavement installation, etc. shall conform to the Geotechnical Exploration recommendations. EX• 15' PRIVATE ACCESS tJLIU IILIIY EASE 10. Trees shall remain unless specified otherwise on the Landscape Plan or approved by the owner. _A V 7- WA y 8 cr� 0 IV V/s/ -Y qq �CeS - ' �, - ` - - 63 O/V LOT 11, BLOCK 1 THE GATEWAY PHASE 1 VOL. 4998, PC. 262 /7 AD Fk p s \ `-g� �i "' 1 E T A C SS &I P IB C T LIT AS MENT '2 EX. PAVEMENT --EX. VARIABLE WIDT H -PRMATI uTE ACC OL 0 RI IRI IC L1I Y, Ock SE 7 U 1;1U. U) L) LGTS--� R 4R, B OC 1 6, T37 THE ATEW Y PH SE 1 \101 375 16 , PG. 27 % E TE ACCE3S U/V/ P EASEM-NT &(JI�Dllvc VOL-M, I PG. 313 OR� Y //� T A Z OC RI X WWM H 1 REVISED DUMPSTER 10-1 / / / l BU��D�NG °� / M1.�Y - 79. FL 6"(IN - _O _01 REVISIONS & ISSUE DATES FL 8"(OUT) 268. 0 50 100 UPTI tIN ii�d Scale Factor: 1"=50' LEGEND Existing Contour x 770.0 - Existing Spot Elevation Q8749-) - Proposed Spot Elevation V - Proposed 2' Curb Opening - Proposed Contour - Flow Arrow - Existing Curb Proposed Curb REVIE ED FOR COMPLIANCE FEB 2 2 2007 COLLEGE STATION OF JAMES A. RILEY Mn 4 ~ 1344 �q o.E 0v rx ,~ A s , a., c �w°C ;0 xa�C oC om o � o Z; CV tic 0 c �n1.oa a'0�It �. P'.' OF- '0!4� 18 7X. 12'* WAT R EX. 8" W.W. M,WWMH RIM=281.21 FL 8"=272.31 s» 0+100.00 LAT. "B1" w REMOVE- -EX. 18" PLUG CONN. TO EX. PIPE ' BEGIN 18" HDPE FL EX. 18"=276.79 0+U0:`00. LINE "BY -t REMOVE EX. 30" PLUG I CONN. TO EX. PIPE l BEGIN 30" HDPE FL EX. 30"=275.01 0 • o . BOXX DETAIL PER • • : � ��-:asa:o roeea:o -:s_e REMOVE • • ' CURB INLET •- .• :• • 2+87.16 LINE B3 E 0" HDPE }' EM PX. HDWL 1 +31.6 L "B a" } +? ND C N T T ? ?3 4 ND 1 P e sR 9�'363 ® ?9 2�a R9 REMO D •+2900' AND 0 T 0 9?Jy •� � �.. gS 6 \ EX. 12 C FL EX. 12"=288.50+Z- EX. TOP=282.08t EX. 774ROA T 281.00f RR . . . . EV'OWWMH �'� EX• ?yr %` RIM=272.20 FL 8"=261.90 I P. ,n EX WWMH RIM=276.20 FL 8"=263.09 `I a ~ I, I I W I 3 I ' w I ---_J . f1 Ear FF=283.00 FF=2 .00 tea 81a RIO � I _T Li KN l� t b• E / PEAr "A I I c� w c�1 X. w I� I� I I0 WWMH UL) IM=296.09 .gA ` •2S G, 9 � \ 1 £kiSt \ � 9 FF=285.00 0 50 100 Scale Factor: 1 "=50' LEGEND - Existing Curb - Proposed Curb X X X X - Existing Storm Sewer Proposed Storm Sewer GENERAL NOTES 1. All materials and construction shall conform to the City of College Station Standard Construction Details and Specifications, except as noted herein and approved by the City. 2. 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. 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 facilities other than those shown on the plans may be present. 4. All storm sewer pipe 36" and smaller shall be HDPE pipe. All storm sewer pipe larger than 36" shall be Class III RCP. All drainage systems shall be installed per manufacture's recommendations. 5. Concrete for inlets and drainage structures shall be 4200 psi at 28 days. 6. Construction shall begin at downstream end of project and continue upstream with pipe grooves facing upstream. 7. Contractor shall protect all public utilities in the construction of this project. 8. If rock is encountered in the trench, rock soil shall not be used in the upper 1.5 feet of the trench. The upper 1.5 feet of the trench is to be backfilled only with quality topsoil. 9. See water and sanitary sewer plan for additional information reLAT.ed to other utility construction. 10. All trench backfill for public storm sewer shall be compacted as required by the city. 11. See MEP Plans for exact location and elevation of utilities at the building. OPOGRAPHIC INFORMATIC PROVIDED BY OTHERS / / S i F- 79 1 Q CONVERT EX. WYE INLET TO JUNCTION BOX 9-05-06 a FL 6"(IN=270.01 a REVISIONS &ISSUE DATES FL 8"(0UT)=268.31 o 0 STORM SEWER PLAN 0 NO UTILITY WORK THIS PHASE REFERENCE ONLY GATEWAY CENTER - PHASE 2bcr CITY OF COLLEGE STATION REVIEWED FOR COMPLIANCE BRAZOS COUNTY L a �`C3 BROCKETTE • DAMS DRAKE inc. FEB 2 2 2007 '�'`' �'► ti a' *� ooconsulting engineers COLLEGE STATION s "'••••°•••••••••••.....:s* E Civil & Structural Engineering • Surveying ENGINEERING JA►v►ES A. RILEY 4144 North Central Expressway Suite 1100 Dallas Texas 75204 °y� ••.9� 732 1 p : (214)824-3647, fax (214) 824-7064 0 8s�s:.,, • • o DESIGN DRAWN DATE SCALE NOTES FILE NO. N U JAR BDD 01 /26/07 1 "=50' BDD C06078 C6 0 0 0+00.00 LINE "5" 0+00.00 LINE "4" 6" FlRE LINE SHALL OCCUPY INSTALL: INSTALL: » » TAPPING SLEEVE 1-12"X6" TAPPING SLEEVE /.• � -' • EX. 10" PVC PIPE CHASE UNDER EXIST. PIPE CHASES 1-12 X6 � - EX. PAVEMENT. 1-10" PVC CONDUIT 1-6" ISOLATION VALVE W/ 1-6" ISOLATION VALVE W LOT 1, BLOCK 1 SA LOCKABLE LID (AMP OR 1-4" PVC CONDUIT LOCKABLE LID (AMP OR UUSA THE GATEWAY PHASE LL562 OR APPROVED EQUAL EXIST. PIPE CHASES APPROVEDOVED OR EQQ UAL) - / 1-10" PVC CONDUIT VOL. 5809, PG. 70-71 EX. 20' S P ASEMEN ETILITY .'20'-EASPUBLIC /. - ' 1-4" PVC CONDUIT EXISTING PIPE CHASES VOL. 4 G. 289 X. 15 P BL C _EMENT 4-4" PVC CONDUIT UTILITY EASEMENT .. INSTALL. 1-10 PVC CSINDUI - - - - - - - - - - - - - - 1_2 SERVICE (DOM. - - - - - - 6 FlRE LINE SHALL OCCUPY 2+55 EX. 10 PVC PIPE CHASE UNDER Ij W j ' � IN 4" CONDUIT. 3 41'55'26,. , N 49'1512 E - 7 _ Ex. PAVEMENT. -- -� = '�= E E E E EXE ice- r"- = 1' ER" '�= _ s `� E T T T T T T T T T T T T T T T T 8" W W �• � � �T 7 Exist 12 Water ................................................... ......................... Exist 8" W. W. WWMH --------- - - - - - - - - - - - - RIM=272.20 LEX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT INSTALL - - - _ - _ - - - - EXISTING PIPE CHASES - 'r �._. WWMI� " 2-1" SERVICE N �� " 4-4" PVC CONDUIT 7 �X WWMH \ i RIM 2 1}} 1 (DOM.) IN 4" xW, 1-10" PVC CONDUIT Z rm 0' UTILITY'-0 - / r 8 2iL. 1 I cuz� - SEMENT .09 1+15 LAT. "C-3" 1 w 20' UTILITY ` l / UTILITY EASEMENT END 6 SERVICE I EASEMENT T I A •�� INSTALL 2 WAY CLEANOUT ?e 0+50 LAT. "C-3" FL 6"=279.67 I •• lt� f + q l EXIST. PIPE CHASES " \ �,,:: -+ o oID °8 s 4-4" PVC CONDUIT END 6 SERVICE 3 4 i i €XAi$' P11 1-10" PVC CONDUIT FL 4"=277.90 FDC I j a 0+30 LINE C A. F E E E £ t�-33.01 24 + 0+00 .LAT. 'C-1's- 1i1 'C-2' 1 R 275.00' I R Of(101,ATI I j I 1 L-152.71' �;'C-3'F is a I 33'D1 24'W F � ,-0+00 LAT. ' I CONST,, STD. 4'0 MANHOLE 1+11 LINE "4" EX. 20' UTILITY --� I - RIM=284.00 ND 6" FIRE tN I s'..,_ ,` Y 1 FL ObT=277.17 I T, w EASEMENT ` FL IN=277.37 (3 LATS) a o r�•� ~� LOT 11, BLOCK 1 3 w.. 3 ` 1+14 LAT. "C-1" " THE GATEWAY PHASE 1 CA '.� END 4" SERVICE 6"N FIRE n. a ( VOL. 499 PG. 262 F c, c� � EX. 35' PRIVATE ACCESS & 8 INSTALL 2 WAY CLEANOUT M d "� PUBLIC UTILITY EASEMENT R FL 4"=279.65 b FF- 283. 00 " FF=281 00 w " rjQ 1+97 LINE "5" 2r838'3Ir :E A # ENO 6" FIRE FF= 285.00 z W > >x I z X X ��T1?z�, FF=285.00 X = CHS-N 37"W I :_w Q f � w I� � � � Lu - \ \ WATER AND SEWER FIXTURES E X. 15' 3 v` 3 r" ` ` 5 Y 37.0 WATER FIXTURE UNITS - 26.0 GPM 3 r UTILITY EX. VARIABLE WIDTH 54 SEWER FIXTURE UNITS - 55.4 GPM ESMT. � w r< r PRIVATE ACCESS] a F ` r FDC10 M $ EASEMENT "C" - VOL 5779, PG. 186 f' .. ®® III II A AND FI �� ---- 1 - & 69.5 WATER FIXTURE UNITS J E / / 7^•,., ,• .,,„ � � � � 28.0 SEWER FIXTURE UNITS LOT 1, BLOCK 1 I/ _ /\ IF ----------- ----------------------- - - - -------- - - I� I - -- - 0 L _ THE GATEWAY PHASE 3 VOL. 6372, PG. 139 , / '�\ - ------ --- - ---- _----- -- �•----- - - i / 0 X. 6" -$- I UTILITY E SEME EX. PA DVEI D-24'4720 ,. R-373.00' CH=N3Y40'58"W e 1 ` f 4., .. g l ( W ' w - 4105 WIN Z_ Z %10 H s h- r 1 Q x Q• _ s zx m _ z zx Z - Z - LN .- t0 N to Z .- c0 N _J (n Z (n W OFl F= F= H to Z F- H i4 (n O > - Z J r Z J ZLQ WV1 VJ Li toZZZ�(n - �- ZWZZZ d �(n in - (0V) a) 00�m +� + + c5(n bum o o +& + + +� + rn I PROP. CONC. -.00114C. VAVtMtNI 10" PVC ZouE) - -� CONST. THRUST EX. CO 10" PVC DUIT VC 2 BLOCKS PER C� FL 6 = 77.33 CONST. THRUSTBLOCKS_ „ FILK FL 6"= 71.05 DETAIL 3',+fEE-1 PVC '7172A to o to o to N N N I-ej t0 r- r N N N i\ t0 00 0D t` 00 MEWED II II II II x II II II II II II II �- .- c0 00 c0 c0 .-- r (0 00 c0 c0 00 to 14- y�•G ••••••' • •• J J J J J J J J J J _I J J J J J • . 0 +0 2 0 0 00 1+0 0 . COLLEGE TATION ..... A. tL •........ » » > » 70p•••...:... �'•.,c,i V NO UTILITY WORK THIS PHASE REFERENCE ONLY 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 o U c WATER & SANITARY SEWER PLAN & PROFILE .a GATEWAY CENTER - PHASE 2b o 0 CITY OF COLLEGE STATION BRAZOS COUNTY t m C3 BROCKETTE ; DAVIS • DRAKE inc. a ooconsulting engineers Civil & Structural Engineering • Surveying 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 0 (214)824-3647, fax (214) 824-7064ri C DESIGN DRAWN DATE SCALE NOTES FILE NO. N JAR BDD 01 /26/07 1 "=50' BDD C06078 C 7 0 _J LOT 1, BLOCK 1 FL THE GATEWAY PHASE 2 = I 03 VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT E .-20' PUBLIC 1 5 VOL. 4974, PG. 289 EX. 15' PUBLIC TILITYEASTMENT WX L Exist 12 Water UTILITY EASEMENT----i .................................... • F_ -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _Lxist 8 �!,55 — — — — — — — — -E g-vww — — — — — — — — — — 91 ------ RIM - —280— — - _E-_---707,1a,-_ - -_- i- V 0- - --- N-4§ 272.20 LEX. VARIABLE WIDTH _n FL 8"=261.90 PUBLIC UTILITY EASEMENT '55-'26 -28 I --- --- -,= b 7. 8' W. V7*,.L I-= r — I . . 11 �3, 1 EX vvWM H WWMH RIM `2�76.20 RIM =281.21 FL 8"=272.3P� IFL 8=63.09 Q- CON p 'T V -i SILA-FENCE %P %pip EX 1: - - \ I I I PROTECTIDN- z + VYTYT, (TYP) '24!' R-275.0(Y 0- f % Nf i V) - - X EX. 20' vn!_ITY--� v EASEMENT I II _J k INLET N! PROTECTION (TYP) 7 --EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT FF-283.00 FF=281.00 II X D 48-038" i i i I, 8 `` 4 ;/NFF=285' 00 Z 07 112_4V FF= 285.00 al�-N 13rw "P EX. VARIABLE WIDTH PRIVATE ACCESS EASEMENT "C" VOL. 5779, PG. 186 S AH 1) LOT 1, BLOCK 1 THE GATEWAY PHASE 3 VOL. 6372, PG. 139 ILT ENCE` N! D -24*47*200 R-373.0(f L=161.38' CH-N3T40'58-W N 41.5 -34 0 50 100 A Scale Factor: 1 "=50' LOT 11, BLOCK 1 LEGEND THE GATEWAY PHASE 1 VOL. 4998, PG. 262 - -50-- Existing Contour Proposed Contour Flow Arrow 01100IMEM - Silt Fence - Inlet Protection - Stabilized Construction Entrance 1, I I 1 a— — -- — 6. HI L:3- - n - - m I .1 I 1 1 -11 - J EROSION CONTROL NOTES: VAN I-\ I I VAN PE —0 1 OOYR. FLOODM i 4- L FZ 1. Refer to the City of College Station standard details -1 FENCE`'` 491 7* E for erosion control details. -- — — — — — -- — — — — — — -- TYP) N 1, 0 2. There are no on -site or adjacent surface waters. IN EX. 10' PIJBLIC PRME "ON ----\-INLE UTILITY EASEMENT 3. There are no on -site or adjacent wetlands. (T_yp� P R OT --e" QL E I 4. Refer to landscape plan for soil stabilization. tr 'C' (TYP)__ _4 ------------- N Z F_ E: 59 *14' N 4:9, 26"\E I-- _ ...... .......... .... .. .... -1, BLOCK 1 ........... J OnA _F N 48 ............... 15 LOT 1 ve- C4 - tv2� 0 % PC7-Y FA rN,r6d rl voi. /C JJ 4e kz X_-RAVEME z Q WWM Cd Z 29,6_09 P_ S-49-115'(e W - k; 4v 49 00 EX. 15' PRIVATE ACCESS 0 00 S-40*459 35me /V S40 501A PUBLIC UTUTY EASEMENT 14.06' N, .21' S3 1 *03'36 W P, Ply/ 'lot. 6s�eQV/S/ k()c l l vn AC 4� - CIESS // piy, 3 0/v 9 SE I �/Im�-_ :.;:. ' O \®� // o _\\ ,v01, 0 E ACSS\ PTV C P _11r' 8 P BL�0'�T�LITTE ASEMENT / � / / /�c; \ / \ / s ,,9, 4 � I EX. PAVEMENT . . .... EX. VARIABLE WIDTH � � EM / �� HE0 --PRMATE ACCESS & \/ ENr l \li o \ \ CA k PI IRI IC UTILITY EASEMENT �®/ l \ l l , "� /� l \ 0\o / � �/ . , / \4 . LYq CK l _j Ek ?o. \ / I / �o O�0 Ck / / \ , pc qSE k p .� N:` I� l � p A l / �� / �. S G, / r, \ to/® 3g E \/ / 3/� LOTS R & 4R, BLOC 1 &\ l l � 3 s3 pN \ l / \ 313 � � { ;f - 9 � \ `; �` � �- ,� 4/c \ /® T \ \ / / J N T H E GATEW Y PHASE 1 Vol 375 , PG. A N� \ \ l® /®/ :S l oE .-E ACCESS , 7PEASEMENT V \ \ l l l eQI�Q NTr4VOL. R i _\ � c q r e 2' ti 3603, PG. 313 �/ �Y OC, EX WWMH �/ \ I I l \ 11� ek4,99 8 ajM.. 79.51 -2 '00 1 &(J/kDC 2:11",Re FL 8"(r7AJT)=26831 REVIEWED- —FOR COMPLIANCE FEg 2 2 2007 /S COLLEGE STATION _-UNGINEERING TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS mu -6paO1i-d y �A Ix Cd °� 1.. �A°a �\ to M C4 !10 -, d a ,r,, �Q)to� 0Mijo rnomaJ 4V 04 1� oa)M a, 0 0 oo 0 ;' cc C) bq o +� •F CV to 00 04 w� �b°q o:1 E'- 6 VERTICAL SAWCUT T= PAVEMENT THICKNESS 3/8" WIDE MIN. 4" NO HOT POURED RUBBER TOP 1 / JOINT SEALING COMPOUND SEALING COMPOUND SAWED GROOVE` I/ FIRST POUR i ' N }} 1 2SECOND POUR' •• • — • '• V .I T/3 1. 1 k2" L 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" MINL4- HOT POURED RUBBER TOP 1/4" NO V JOINT SEALING COMPOUND SEALING COMPOUND 3 11/4" MIN. CLEARANCE 1 11" MIN. ~ OSED END) TO FIT DOWEL AND BE SECUREb.TO BE TALLED 2' C—C REDWOOD EXPANSION JOINT FILLER N0. 3 BARS ON 18" CTRS. EA. WAY NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. EXPANSION JOINT N.T.S. MAXIMUM SPACING IS 60' CTRS. (TYP.) VERTICAL SAW CUT T= PAVEMENT THICKNESS 3/8" WIDE MIN. TOP 1/4" NO HOT POURED RUBBER SEALING COMPOUND JOINT SEALING COMPOUND N 1 1 /2" \ t•- NO. 3 BARS ON 18" CTRS. EA. WAY SAWED DUMMY (CONTROL) JOINT N.T.S. MAXIMUM SPACING IS 15' CTRS. (TYP.) SAWCUT FULL DEPTH & CURB & GUTTER 9"-15' 24" LUBRICATED SMOOTH NO. 6 DOWEL BAR TOP 1 /4" NO VERTICAL SA1N\ SEALING COMPOUND CUT 3/8- MIN. HOT POURED RUBBER JOINT SEALING 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. [[�� I��44 AA11��22 2 LONGITUDINAL . LONGITUDINAL HINGED (KEYWAY)UT O JOINT AN MAYW S"OP '01;JF(1) FOOT CENTER 3. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. 4. DRILLED BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE NOT ACCEPTABLE. r tl:1Z MAX). rviuir7 ur �1:1Z MAX) , ROPOSED CURB ACCESS WAY PLAN 1:12 MAX WIDTH OF 1:12 MAX PROPOSED CURB ACCESS WAY 1:12y 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. NSTRUCTION NOTES — SILT FEN 1. Steel posts which support the silt fence shall be installed on a slight angle toward the anticipated runoff source. The post must be embedded a minimum of one foot. 2. The toe of the silt fence shall be trenched in with a spade or mechanical trencher, so that the downslope face of the trench is flat and perpendicular to the line of flow. Where fence cannot be trenched in (e.g. pavement), weight fabric flap with washed gravel on the uphill side to prevent flow under fence. 3. The trench must be a minimum of 6 inches deep and 6 inches wide to allow for the silt fence fabric to be laid in the ground and backfilled with compacted material. 4. Silt fence shall be securely fastened to each steel support post or to woven wire, which is in turn attached to the steel support post. There shall be a 6 inch double overlap, securely fastened where ends of fabric meet. 5. Inspection shall be made weekly or after each rainfall. Repair or replacement shall be made promptly as needed. 6. Silt fence shall be removed when the site is completely stabilized so as not to block or impede storm flow or drainage. 7. Accumulated silt shall be removed when it reached a depth of 6 inches. The silt shall be disposed of at on approved site and in such a manner as to not contribute to additional siltation. 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 ''.`��.� ° PA °g '' �''�'�, � �;. 6„ Min• —I I (— — &�labric Toe —In I' Trench. II —I (Backfilled Nor & Compacted) 6 SILT FENCE DETAIL N.T.S. RESERVED PARKING VAN -ACCESSIBLE COLORS: LETTERS AND BORDER— GREEN SYMBOL ON BLUE BACKGROUND SIGN BACKGROUND —WHITE NOTES: 1. SPACING BETWEEN LETTERS, COLORS, AND PROCESSES SHALL CONFORM STANDARD HIGHWAY AND SIGN DESIGNS FOR TEXAS. 2. INSTALL WHERE INDICATED ON PLANS. 3. VAN —ACCESSIBLE SIGNAGE ON VAN SPACES ONLY. TYPICAL SIGNAGE DETAIL N.T.S. PROPOSED SWALE- PROPOSED SWALE PLAN VIEW 4 —111 �, . � 0.4r .ate FILTER FABRIC COVERED FII TFR STnNF rnRF 6" MIN. 3' MIN. PROFILE VIEW —AWAY TO SHOW ER FABRIC COVERED \IE CORE FILTER STONE EMBANKMENT 1' MIN, 6" MIN. 1'— 6" MIN. FILTER FABRIC COVERED FILTER STONE CORE TYPE "A" RIP RAP /400M FLOW 50.0' V 3 L rG,.de to prevent runoff NOTES: leaving site �;✓ - �r r^M r �Kw 1. Stone shall be 3 to 5 inch diameter crushed rock or 6.- paved surface ' r WIRE SCREEN acceptable crushed Portland Cement Concrete.' yr > %` SECTION A —A min. ., �:: 2. When necessary, vehicles shall be cleaned to remove — GRAVEL FILTER I N.T.S. sediment prior to entrance onto a public roadway. —tom- i 0® Filter Fabric — — II—' . ? i 1- %� .,.: •, ,•>; > n When washing is required, it shall be done on a area Existing Grade stabilized with crushed stone with drainage flowing away Y©a ROCK CHECK DAM form both the street and the stabilized entrance. All PROFILE VIEW sediment shall be prevented from entering an storm P 9 Y � -{ ��5 `�tr � �� ,�,r'`-`}}� `. ? r" �' t a 1 - i� N.T.S. drain, ditch or watercourse using approved methods. grade to drain away right— f—way 3. The entrance shall maintained in a condition which from stabilized and street paved surface will prevent tracking or flowing of sediment onto paved CONCRETE BLOCK surfaces. This may require periodic top dressing with additional stone a conditions demand. All sediment 34F k GRATE INLET PROTECTION spilled, dropped, washed or tracked onto paved surfaces,x I must be removed immediately. , �.��, - ; Tr1ition to a ;-. . � "? 4} 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 4b flow away from entrance PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE N.T.S. CONCRETE BLOCK —CURB It" �T CONCRETE —WIRE S �-- GRAVEL FIL URB 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 . 6"C.I. Pipe concrete filled Paint Reflective Yellow concrete 1 1 /2" mound concrete to smooth surface 0 I 'ram Finish Grade 12's =� M BOLLARD DETAIL N.T.S. SEE NOTE 6 SIGN 2'-0" 1 3/4" X 1 3/4" SQUARE TUBE 14 GAUGE, 10' LONG QUIK PUNCH POLE 5/16" CORNER BOLT & NUT CURB AND GUTTER STREET ANCHOR (30" X 2" X 2") ANCHOR SLEEVE (18" X 2.25" X 2.25") 2000 PSI _ CONCRETE I^1 1 I I I 1 I 1 I 1 10011 4' MAX DRIVE RIVETS (3/8") W/ 3/8" PLASTIC WASHER BOTTOM OF SIGN Z r` 0 I N OPOSED GRADE 12" M��DUCT TAPE BOTTOM & SIDES OF SLEEVE TYP. & ANCHOR TO PREVENT CONCRETE INFLOW SIGN POST DETAIL N.T.S. REVIEWED FOR COiV9PL1iiRCE,p FEB 2 2 2007 COLLEGE STATION ENGINEERING r �•OF i4. •ia••.••.••.••...... s••••••••u) JAME S A. RILEY ...... •........ •..•••....... ••n� 73231 0;�� ®R��°••••••• Ql / PROPOSED FLOWLINE �n (D Q 0 timP IRUP0 ,A A a% aA A w 'd I 5oC•" 4) ti U 0 w oa oo ." ) cllWlza abo� � O0�HS STRUCTURAL NON-STRUCTURAL AREAS I AREAS EXCAVATED �RENCH WIDTH � 6" SALVAGE TOPSOIL (CLASS V) �= -; / rEXISTING OR PROPOSED SURFACE � 4 :DEPTH. DE 04 vx 101 8" MIN. (TYP.)p 12" MAX B or SEE NOTE 1 L.� Y v COMPACTION IN FINAL BACKFILL ZONE m COMPACTION OF ALL FILL SHALL BE AT A MOISTURE CONTENT EQUAL TO OPTIMUM AND UP TO A a MAX. 4% ABOVE OPTIMUM. EACH LIFT SHALL NOT EXCEED 6" COMPACTED THICKNESS. z U -! L-s COMPACTION IN INITIAL BACKFILL ZONE USE HAND TAMPERS OR IMPACT TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE a m CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTIVE EFFORT. AVOID CONTACT WITH PIPE AND MAINTAIN A MINIMUM OF 6" COVER OVER PIPE CROWN WHEN USING SMALL a MECHANICAL COMPACTORS. 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' l B/C PAVEMENT AREAS (ROADWAYS, DRIVEWAYS, & PARKING LOTS (EXISTING OR PROPOSED) B/C STRUCTURAL- AREA _DEFINITION STRUCTURAL AREAS INCLUDE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. WHERE ANY PORTION OF THE UTILITY TRENCH LIES UNDER A PAVED AREA THE ENTIRE WIDTH OF THE TRENCH SHALL REQUIRE CEMENT STABILIZED BACKFILL. BACKFILL MATERIAL LEGEND IDENTIFER CLASS OF MATERIAL COMPPAC'nON REQUIREMENTS PER ASTM D2321-89 STRUCTURAL NON-STRUCTURAL 95% MAX. PER ASTM 85% MAX. PER ASTM OIV A or IV B D1557 @ 0 TO 4% D1557 @ 0 TO 4% WET OF OPT. MOISTURE WET OF OPT. MOISTURE © 11, III, Or O 95% MAX. PER ASTM D1557 @ 0 TO 4% 85% MAX. PER ASTM D1557 @ 0 TO 4% WET OF OPT. MOISTURE WET OF OPT. MOISTURE CEMENT STABILIZED SAND 95% MAX. PER ASTM 95% MAX. PER ASTM © (SEE SPECIFICATION THIS D558 @ 0 TO 2% D558 @ 0 TO 2% SHEET) WET OF OPT. MOISTURE WET OF OPT. MOISTURE 95% MAX. PER ASTM 85% MAX. PER ASTM @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 D 4318. C. WATER: POTABLE WATER, FREE OF OILS, ACIDS, ALKALIES, ORGANIC MATTER OR OTHER DELETERIOUS SUBSTANCES, MEETING REQUIREMENTS OF ASTM C94. DESIGN REQUIREMENTS DESIGN SAND -CEMENT MIXTURE TO PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 50 POUNDS PER SQUARE INCH IN 48 HOURS AND 100 POUNDS PER SQUARE INCH IN 7 DAYS WHEN COMPACTED TO 95% IN ACCORDANCE WITH ASTM D558 AND WHEN CURED IN ACCORDANCE WITH ASTM D1632, AND TESTED IN ACCORDANCE WITH ASTM D1633. MIX FOR GENERAL USE SHALL CONTAIN A MINIMUM OF 1-'/ INCH SOCKS OF CEMENT PER CUBIC YARD. MIX FOR USE AS SANITARY SEWER EMBEDMENT WITHIN 9 FEET OF WATERLINES SHALL CONTAIN 2 SOCKS OF CEMENT PER CUBIC YARD. COMPACT MIX WITH A MOISTURE CONTENT BETWEEN 0% AND 2% ABOVE OPTIMUM. MIXING MATERIALS: A. THOROUGHLY MIX SAND, CEMENT AND WATER IN PROPORTIONS OF THE MIX DESIGN USING A PUG MILL -TYPE MIXER. THE PLANT SHALL BE EQUIPPED WITH AUTOMATIC WEIGHT CONTROLS TO ENSURE CORRECT MIX PROPORTIONS. B. STAMP BATCH TICKET AT PLANT WITH TIME OF LOADING DIRECTLY AFTER MIXING. MATERIAL NOT PLACED AND COMPACTED WITHIN 4 HOURS AFTER MIXING SHALL BE REJECTED. PLACING: A. PLACE SAND -CEMENT MIXTURE IN 8-INCH-THICK LIFTS AND COMPACT TO 95 PERCENT OF ASTM D558, UNLESS OTHERWISE SPECIFIED. THE MOISTURE CONTENT DURING COMPACTION SHALL BE BETWEEN 0% AND 2% ABOVE OPTIMUM. PERFORM AND COMPLETE COMPACTION OF SAND -CEMENT MIXTURE WITH 4 HOURS AFTER ADDITION OF WATER TO MIX AT THE PLANT. B. DO NOT PLACE OR COMPACT SAND -CEMENT MIXTURE IN STAND OR FREE WATER. FIELD QUALITY CONTROL: A. MIXING PLANT INSPECTIONS WILL BE PERFORMED PERIODICALLY. MATERIAL SAMPLES WILL BE OBTAINED AND TESTED IF THERE IS EVIDENCE OF CHANGE IN MATERIAL CHARACTERISTIC. B. RANDOM SAMPLES OF DELIVERED PRODUCE WILL BE TAKEN IN THE FIELD AT POINT OF DELIVERY FOR EACH DAY OF PLACEMENT IN A WORK AREA. SPECIMENS WILL BE PREPARED IN ACCORDANCE WITH ASTM D1532 AND TESTED FOR 48-HOUR COMPRESSIVE STRENGTH IN ACCORDANCE WITH ASTM D1633. C. THE CEMENT CONTENT WILL BE CHECKED ON SAMPLES OBTAINED IN THE FIELD WHENEVER THERE ARE APPARENT CHANGES IN THE MIX PROPERTIES. MEASUREMENT AND PAYMENT NO DIRECT PAYMENT WILL BE MADE FOR CEMENT STABILIZED SAND UNDER THIS ITEM. PAYMENT FOR CEMENT STABILIZED SAND SHOULD BE INCLUDED IN THE UNIT PRICE FOR THE APPLICABLE UTILITY OR STRUCTURE INSTALLATION. MAXIMUM DEPTH CHART USING TYPICAL WATER AND SEWER TRENCH DETAIL (SEE DETAIL THIS SHEET) SEWER LINE WATER LINE SPEC. D3034 D2241 C905 C900/C909 SDR 26 26 25 14 CLASS NC 160 165 200 SIZE MAXIMUM DEPTH OF BURY (FEET) 4" 81.3 76.3 NA 219.3 6" 54.5 51.5 NA 152.5 8" 40.7 39.7 NA 116.7 10" 33.5 32.8 NA 95.6 12" 28.5 28 NA 81 14" NA 25.7 24.7 NA 15" 23.3 NA NA NA 16" NA NA 21.8 NA 18" NA 20.5 19.9 NA 20" NA NA 18.2 NA 24" NA NA 15.9 NA 30" NA NA NA NA 36" NA NA NA NA ., •� .4 .•i..••o......•.•....•..•..: • JAMBS A. RILEY .o•••.os...................... •. '•.;9 73231 �.��•._�Sa7E. NO UTILITY WORK THIS PHASE REFERENCE ONLY REVIEWED FOR COMPLIANCE FEB 2 2 2007 r COLLF-GE STATION ENGINEERING TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS I" 0 on ■u LO - I } 1 EX. ARIABLE WID iTE PRIV ACCESS EASEMENT "C" (u VOL. 779, PG. 18 28' steel LL AF - 65 L 2- KN AJ 112' L L J L LG - 20 106, PHASE 2b 69,515 sq. ft. FF 285.00 R\ (TYP.) L OL KR 18 AJ - 108 Gravel -, Q)L Gravel 14' Steel , a - � e d �p k/� R�ge�E �. 63� T14lTy w1� Ty n a z, pM � EgSe 739 Landscape Plan 4 Ref = None Scale:l"=30' North "I. a NaUL- Verify all dimensians before ccnatruction. NOTE: 100% coverage of groundcover, decorative paving, decorative rock, or perennial grass is respired in parking lot islands, swales and drainage areas, the parking lot setback, rights -of -way, and adjacent property disturbed i t rrent Projects FF-287.00 -CM-2 -MULCH RING (TYP. )L L LG - 77-' 121' Steel � F ENHANCED PAVI Bike Rack L� A RING AF - 14 GM - 2 EL - 33 AJ-50 p� MG-3 L Gravel 82' Steel MG - 20 45' St \40' KR - 35 EX. 20' PUBLIC UTILITY EASEMENT A' IA L 0 FF-285.00 t•, CO Col ateway Station PH2 - 0510\LS 2B GATE STA -min poins 1-8-07.dwg, 2/13/2007 1:07:00 PM, PDF PRINTER.pc3 EX. 20' SLOPE EASEMENT F VOL. 4974, PG. 289 ORIENTATION MAP HOME _ , ! DEPOT E 2a i' �ia4 rr CIRCUIT PET - r pyASE?d ' - CITY SMAP7 LINENS sI i Mxh I E- to� _ _ tv _ F- RpM -__- RE IL t(I(� Usfl -1I U0E -5 F7 s s �UIU� tili4L.t1' - cejo CHIC GS _� - EXPi� UN� DHO J ��Rss�'pRs�F s a IS �A DDIn , JEH 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 P1 1AS't 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. FF-285.00 05. All Crape Myrtle Trees are to be pruned up to expose 4' clear trunk(s). Ob. Landscape Contractor is responsible for clearing any dirt or mud from public roadway. Landscape Contractor is also responsible for keeping the site clean during construction and plant installation. 07. All proposed "New Canopy Trees" shall be containerized. 05. An automatic irrigation system will cover the entire landscaped areas. 09. Bedding Soil (flowerbeds) shalt 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. 1 All at 1 t o b e t d I f ll 2. plant m eria is guaran ee for u year. 13. Erosion control is required as needed and clean-up is included. 14. See Site Plan for topographic information, existing and proposed utilities, . I If easements, adjacent land uses, existing development and roadways. gg NN gg & 6 - - -� VM Landscape Calculations Phase 2b Required POINT CALCULATIONS Site - (2 parcels) 147,776 / 1000 x 30 x 2 = 8,867 Pointe Buffer -- NONE REQUIRED (Previously satisfied in Phase 1) Streetscape - 417' (Forest Drive) - 67' (driveways and visibility OO + O O 0 triangles = 350' / 32' = 11 Canopy Trees ReWh-ed TOTAL POINTS REQUIRED = 8111867 Points --- CANOPY TREE REQUIREMENT 8,867 Total Points x 50% = 4,434 Canopy Tree Points Rewired ` Proposed Landscaping NEW CANOPY TREES (container) 16 @ 300 Points (3y2' Cat.) = 4,800 Points 4,800 Points NEW NON -CANOPY TREES (container) 26 @ 40 Points = 1,040 Points 1,040 Pokft SHRUBS (5 gal. or larger) 318 @ 10 Points 3,180 Points 3, I80 Points SHRUBS (I gal.) 38 @ 1 Point = 38 Points 38 Pohts TOTAL PROPOSED LAN05CAPING 9,058 Points Plant List - PHA�SF- 2b Key Q=-#Uty Sias Common Name (Botanical Nance) Point Vanua Points Conrinnw" Canopy Trees BC IV 4 3y2' Cal. Bald Cypress (Taxodium distuchum) 300 1,200 12/14' Ht., 4/5' Sp., Matched 6'-0' Clear Trunk Min., Container CID 6 3y2' Cal. Chinese Pistoche (Pistachio chinensis) 300 1,800 12/14' Ht., 4/5' Sp., Matched 6'-0' Clear Trunk Min., Container (Ce LO 3 3y2' Cal. Live Oak (Quercus virgiana) 300 q00 12/14' Ht., 4/5' Sp., Matched 0-0' Clear Trunk Min., Container RB 0 3 A" Cal. River Birch (Betula negro) 300 qOO 12/14' Wt., 4/5' Sp., Matched Non-C inopy ,cram 6'-0' Clear Trunk Min., Container Cm O 26 2y2" Cal' (� �i.) Crape Myrtle L rstroemia indica 'Watermelon Red' ' ' Pe Y (� ) 40 1,040 6/8 Ht., 3/4 Sp., 3-5 Canes, Matched, _ Shnobs Min. Cane Dia = 1 ya" KR oa 73 5 Gal. Antique Rose (Caldwell Pink) 10 730 18" Height Min., Rooted, Full EL O 101 5 Gal. Eloeagnus (Elaeagnus ebbengii) 10 1,010 24" Height Min., Rooted, Full FG Q 2 1 Gal. Red Fountain Grass (Pennicetum setaceum Rubrum) 1 2 15" Height Min., Rooted, Full r - LG ® 10q 5 Gal. Ligustrum (Ligustrum japonicum) 10 1,090 36" Height Min., Rooted, Full IH ® 35 5 Gal. Indian Hawthorn (Rophiolepsis indica 'Clara') 10 350 15" Height Min., Rooted, Full a �f MG ® 36 1 Gal. Maiden Grass (Miscanthus sinensis 'Grocillimus') 1 36 15" Height Min., Rooted, Full AF 91 I Gat. Cover Asparagus Fern (Asparagus densifiorus 'Sprengeri') 0 0 Pot Fut- REVE AJ h 715 1 Gal. Asian Jasmine (Trachelospermum asiaticum) 0 0 Pot Full, 3 - 12" unners �.•OL1A. SOd e� L 0 Field Solid Verify Sod : � � , Bermuda Tiff 4101(Cynodon spp. Tiff 41q)� O O Weed Free, Whole ieces FEB 2 2 2u 1 NEW TOTAL FOR PRASE 2b LANDSCAPING q,056 Points - COi.LEG ETA -.if N �N BCD Wtim L.Xm c Moo 0 Date: 12/07/0(o Revisions: 12-11-06 - RBR 1-12-07 - BWL 1-26-07 - BWL 2-13-07 - BWL Sheet Number LS 1 Sheet I of 2 1.5" Mainline r ...ram 04 F or II no I V ( e #14 I Rolf u) sans (3vu II I I1� m } IeQ (21 Valve #13 1 '.. ROVE 13) 87E3 GPM EX. VARIABLE WIDT 0 PRIVATE ACCESS EASEMENT "C" jL VOL. '5779, PG. 18 ' O �E\ iu)NE 7 Valve #1 7ONs <) Valve #') (Drip) Partkns of the pipe layout are P ks odwnatic. i_hes are to be located m I I I I inside pknted areas. (1N 1 I I I . • , . , ,. AV q 16N 16H ! r'/ 21 ca 1 !.5" Mainline 9 z M I�X.,10' 906 ukfLITYAEAS[ 2.5" Mainline \ \ tM \ S� ELF 2a:--- FL FF- 2 NOTEPPor ions of the pipe Ira ut are sch nnatic" Lirwe we w be located kiekle pknted areas. (2") —Valve #9 let+ 1 VAN 2.5" Mainline SLLE'�EVE eweelpillg it all at tum up for exter controller". Verify location before A putt-strin{a Is to be placed In t at the tirrle of irstalkltian. FF-285.00 Irrigation Specifications Mcltrriats 1. All main lines are to be schedule 40. 2. All lateral lines are to be class 200. 3. All fittings are to be, schedule 40. 4. All wiring is to be- 14 gauge. 5. All sleeves to be Schedule 40. G. All electric valves: (Refer to 02/IR1) 7. The existing Controller is a Toro Custom Command (metal cabinet). 8. All valve boxes (concrete and plastic) shall remain flush with finish grade for a period of one year or will be raised/straightened at no cost to the owner. 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 Owners' Agent before pipes are covered. IL All irrigation ditches shall be backfilled and tamped. Irrigation Symbol Key ® Irrigation Controller A Vacuum Breaker Assembly Electric Valve (03/IRI) • Toro 570 Series Irrigation Head 2Yz" PVC Irrigation Mainline PVC Irrigation Pipe (Size Varies) _ = = _ _:4" SCH 40 PVC Sleeve Under Concrete (unless otherwise noted) Irrigation Specifications CONNECT ALL NEW VALVES TO EXISTING CONTROLLER LOCATED BEHIND PET SMART. Valve (Vdwm) Matt. (SPRAY) #q 71.22 GPM (71.22 GPM) (SPRAY) #10 70.85 GPM Avg. (SPRAY) #11 70.93 GPM (61.g8 GPM) (SPRAY) #12 67.66 GPM (SPRAY) #13 30.70 GPM (SPRAY) #14 60.56 GPM Water output not to exceed 75 GPM. NOTE: 2" IRRIGATION METER AND BACKFLOW DEVICE INSTALLED FOR PHASE I WILL NOTE: SERVE THESE ADDITIONAL ZONES. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY NOTE: ORDINANCE 23g4. VAN � FLONERBED HEAD OR EQUAL 12" Pop -Up VBA(Ref NOTE: INSTALL SPRINKLER MPR PLUS NOZZLES (SIZE PER PLAN) s° UBLEEEVE r _ � AT FINISHED GRADE "� _ : TORO 57OZ-12P S APPROVED BACKFILL =k LAI TORO 67OZ-12P SPRINKLER 04 /F5g I Valve #4 lo .� �& 45 rim PHASE I No m IBN 16H `T I I w Im tell /// 2.5" 1Jainiine w) IMF (21 :. Valve #10 — — U U _ _ _ / ® no CJ _ Row"o) :�j Portions of the pipe are to be located inside pknted areas. 14t1°s�,y /n f/ h. 1. C , �` " vs°�e' Irrigation Plan �o� UT, E w,o i ory \ :':�° `\ Ref = None Scale: I"-30' North �' P(�' �'� S�'� � v `�� Nols Verify all dhvwWom before construction. 139 Valve #11 Valve FX�STI TAIL z�wt c o r ct Ret f �µ k G G q L k rE o r t �� 4 Y S 8, B pve��CO pR� v L �� q r 1\De113901Ruth Data\Current Pro'ects�Gatewa Station�H2 e , k2B GATE STA m points 2-1 Z 7.dw , 2/13/2007 1:11:00 PM, PDF PRINTER. c3 Y p 9 p J n� „- LATERAL TEE LATERAL PIPE ' 0 0 TURF HEAD OR ,EQUAL �n Pop -Up T04oro 570 Series MPR PLUS NOZZLES Spray Sprinkler (SIZE PER PLAN) Ref: None scale: None NOTE: INSTALL SPRINKLER AT FINISHED GRADE APPROVED BACKFILL TORO 57OZ-6P SPRINKLER LATERAL TEE LATERAL PIPE 03Toro 570 Series Spray Sprinkler Ref : None Scale: None C inhrir! DDR Cnrioe� 4�(E OF Too a.....................'s. 0 ��• ROBERT B ��RUTH•�� Q ieWq/06 I �Q©0 N i � N j y0N U (p X a ` at ®in c o Date: 12/07/0(o Revisions: 12-10-06 - RBR 1-12-07 - BWL 2-13-07 - BWL Sheet Number IR 1 Sheet 2 of 2