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HomeMy WebLinkAboutDrawingsri ;I f i° r list ■IR Irwr In logo IRS Assaf {aria as. I#Rrw , wrrrr irr#r irrxisi J#rwrrrai KarrraYi 1xRaKxlrx Arrrf#aRr JarKfrarxY Air#rlarr irr■IrrrarYr saKaaalaax■ ,yflaa"alw#RRA Jlatiil"■0 iarRrarxKrr J#irxaRlYra 1+ faro#rrRRRr_��! ]#rriRKrarr7`s. Yarsrssaal an �s Jrr,YwRKRarRL'Yaw ■tar AarrnYrr" J■"lrlralll�r��/ralr D 40 20 0 40 SCALE iN FEET t / 320 PVI STA. - 0+76.81 PVI ELEV. = 312.73 HiM4 PNr SrA a Aa.aa a7 PROFILE SCALE � M 0 0 BLACK l i 1 1 II t 344 320 PVI STA. - 0+76.81 PVI ELEV. = 312.73 HiM4 PNr SrA a Aa.aa a7 PROFILE SCALE � M 0 0 BLACK HIGH PNT ELEV. - 312.41 Alignment Data: PUBt1C_WAY II i 344 Number Start Station End Station Length line/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start EgsUng End Northing End Fasting Li O+OO.OD 0+95.68 95.68 537` 44' 42'E 10189896.72 3579074.71 10189821.07 3579133.28 C1 0+95.68 -1+38.60 42.92 S40' 46' 51'E 405.00 0OSO4718- 014,1471 0.57 21.48 10189821.07 3579133.28 10189788.58 3579161.30 L2 1+38.60 2+10.00 71.40 S43 49' OI'E 10189788.58 j 3579181.30 10189737.06 3579210.73 320 PVI STA. - 0+76.81 PVI ELEV. = 312.73 HiM4 PNr SrA a Aa.aa a7 PROFILE SCALE � M 0 0 BLACK HIGH PNT ELEV. - 312.41 Alignment Data: 13-263 STRM II i 344 1"=40' HORZ. Start Station End Station Length tine/Chord Du�eotion K = 11.24 Start Northing Stout Fasting End Northing End Fasting 1"=4' VERT. 0+84.89 84.89 534' Olt' 13"E �� N so, VC 3579030.04 10189835.56 3579077.64 43 0+84.89 • 316 547. 12' 54,E 10189835.56 3579077.64 316 3579181.37 L5 2+42.33 3+00.00 57.67 o "' + 10189717.13 3579181.37 10169659.49 3579183.27 9W B u�cr u) EXISTING GROUND (LE) TOP OF PAVEMENT D ZIGN OW 312WON SND 312 CENTERLNE 018 L_ a. So 308 . 308 N •p6 '96 �U~ P ra- w a EXISTING GROUND m 0 e; (RIGHT) a - 304 ��2 304 PIPE 105 24' HOPE PIP 300 300 296 296 292 292 288 288 284 284 o LU p 1O CV CV p pj 280 280 •-0+50 0+00 1+00 PUBLIC WAY 2+00 2+50 r J {til 4 • � ¢aR irR# 3#lr L CURB INLET EX; t Yaxr saris YYRKr irrir■ s■Irxri ■xrxrr + rrrYrr� ' t iil"■iiis s#xRRr�� jrarlRRRx fwR#!;■sa - }lr1.110a KR iiRt,{aatr OF J1rr■#a-a■ =55 SF am -am r rwrJ - • •, iianY#irxr I�+.rI�� JYiM##rRrrR■ �..xiw �aaarrararri� �,� astliR##RrR� !'�, i#rIYRRK#Yar ..+L� JRRarYaaalal:. 1 JraaloairRrti ;fr 1#rw#rarrrr lw# JIR#KK!!!!#, �rlr#■rlrwa■l'a#rr i■1rKRaar1#►� Jaafa#rKrw�,ti1RY■ /rlrrKrQK�'�t�l#L%YI Jlai# rrY R4..# Rwrlj'" "" ;�alrari■�-II■arsA� IKraRKMt *'ArK PUBLIC WAY DETAIL sit = 20° PUBLIC WAY NOTES: I. EX ONG GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 2. ALL. CONCRETE PAVEMENT SHALT. BE CONSTRUCTED PER DETAILS ON FIGURE ST AND PER 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICkTIONS. 3. ADA RAMPS SHALL BE CONSTRUCTED PER THE AMBULATORY RAMP DETAILS ON THE STANDARD SIDEWALK DETAILS SHEET (REFER TO DETAILS SWI -D2, AND SW3-00 ON FIGURE SW). ALL RAMPS SHAD. HAVE A DETECTABLE WARNING SURFACE. 4. PAVEMENT STRUCTURE SHALL BE PER TYPICAL SECTION, ON SHEET C1. 24* HOPE STORM SEWER t. � .....aririr Ali _ ..,•rxtf �; . ■rwxxxwxrr H1r""" .■1■■fMr� "1Rt#"r alrrralrahar`rt� 1sNowuposol-m" } 10011111 t , trwaaxlal��.tAra■Y■. iy � {�. . (:ts001ovialinumilik- ■xrxrraas laax■�iwx� t ■�Y�� xxai"#i.i"Io r rias■�vYt� aKRraRlrl=iRiifgos rT rrrrrrii caQi(7! a#Rrarrt�rrrrrrarwr aaarr�"r_x#xRRRxrxr j!�I' •,�. raxrRYr rlrarlraawr _ . Ix►frirYslsisat LLRRr1��wrAaaRRRM •'- i,aYrar' RruY"OR �R"a■v�#■In#rr#ms01 - riiL",iwr"IixnxiK aRNIrrxarr#rwr a • �' ■rrrarr t *'YrrrartwRr s « , t �,r /araRRira( tr rYiraxln� � . .• r , 1 JJ�t"iwlfi�f j■ 11 sari, rlrar"aa ■il■IrraT • S ■rrwxr • .RRxF t - - •- . �7t its . : • r- t « 1 7 ry 611.6 I t r' I wz PROFILE SCALE 1"=40' HORZ. 1"=4' VERT. 316 EX. MET 103 W CU iNLET JB 101 4'x4' JUNCTION MF -31244 312 JILT NON- STRUCTURAL PAVEMENT �U URL BACKFILL. STRUCTURE DRAINAGE NOTES: CLEAN, EXCAVATED MATERIAL L PER PAVING 12" BACKFILLED AND COMPACTED PLAN 1. ALL TOPSOIL SHALL HE, SALVAGED AND STOCKPILED FOR. REUSE. ACCORDING ALCOR IIN REPORT 2• BACKFILL. ALL PROPOSED PARKING LOT ISLANDS WTM FULL DEPTH TOPSOIL. �. •s:.. i 3. ALL STORM SlE4YER PIPE. EXCEPT AS NOTED. SHALL BE HDPE HDPE PIPE S(i641. _ .+ �+ • ... _ MEET AASHTO M294. TYPE S WITH WATERTIGHT SEAL. HOWEVER, THE PROPOSED 308 03 STORM SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WiTH THE COTaPACTED CEMENT STABI- LOCAL. PLUMBING CODE. THIS INMDES THE PIPE MAlERX AND FITTINGS. � L�O n P ooa° UZED SAND. 11h SACIC/CY, I DVATi - -- 4. AREA --INLETS AND .1UNCTION BOXES MAY BE CAST IN_ PLACE 'OR- PRECASC =" o°0000 PUGMILL ONLY._ SPADE BY CONCRETE. ALL CONCRETE' FOR ',DRNNAGE CONSTRUCiiONSHALL .HAVE A MINIMUMLLF•'T5 INTO PLACE. TO FILL _ ""- - S HDI aoa000 1 ,LF, PA�i� 28 --DAY COMPRESSIVE STRENGTH OF 3000'P51. 12 MW o°oo°oo oo°coo ALL VOIDS AROUND PIPE 00 " oao MANUALLY CONSOLIDATE AT 5. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR o0 0 o OPTIMUM MOISTURE OM.Y WITHIN 5' OF PAVEMENT. ALL HDPE PIPE SHALL INCLUDE STRUCTURAL BACKFILL oo No 304 0 6. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE "CITY OF PIP.D. D. c 00 °ap a° COMPACTED CEMENT STABi- COLLEGE STATION LOGO ON COVERS. (6" MIN) UZED SAND. IX SACK/.CY, PAPE } _ PUGMILL ONLY. SPADE BY '° 7. ALL STORM SEWER IS PRIVATE: O D• t-�- LIFTS LNTQ PLACE; TO FILL p ,1P M, TOW -AWAY ALL VOIDS AROUND PIPE. n a °p Z� THE TRENCH BOTTOM SHALL BE MANUALLY CONSOLDATE AT 6 o GWED SD AS PROVIDE UNIFORMAND CONTINUOUS SUPPORT FOR ���•••lLL_ 12' MIN. OPTIMUM MOISTURE is o p PIPE BARREL BETWEEN BEM HOLES .300 *ALL HOPE PIPE SHALL HAVE STRUCTURAL BACKFILL. I. SIGN SHALL COMPLY WITH THE CoCS t t FIRE SERVICE STANDARDS. BEDDING AND TRENCH BACKFILL L FIRE LANE SIGN DETAIL p Lw - N.T.S. DETAIL FOR HDPE & RCP STORM PIPE + o FIRE LANE MARKINGS N.T.S.296 d ',oeii %a %D 1. A SIGN TWELVE INCHES (12-) WiDE AND EIGHTEEN INCHES (IS") IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ti ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN 'TWELVE INCHES (12') WIDE AND SIX INCHES (67 HiGH STATING "TOW -AWAY ZONE: SUCH SIGNS SHALL. BE PANTED ON A WHiTE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RET}. 292 2- ALL Fl CAPROCK CROSLANE SING. GN .SIGNS SHALL MATCH EXISTING FiRE LANE SIGNS IN A ��`� I - /A A 4'. � M 0 0 BLACK O Alignment Data: 13-263 STRM II i I /JjJII�, STD. CAST IRON MANHOLE COVER o Number Start Station End Station Length tine/Chord Du�eotion Radius Delta DDC Mrd Ord tangent Start Northing Stout Fasting End Northing End Fasting L4 0+00.00 0+84.89 84.89 534' Olt' 13"E �� N 101EMOS 85 3579030.04 10189835.56 3579077.64 43 0+84.89 2+42.33 157.43 547. 12' 54,E 10189835.56 3579077.64 10189717.13 3579181.37 L5 2+42.33 3+00.00 57.67 SO1' 52' 56-E 10189717.13 3579181.37 10169659.49 3579183.27 wz PROFILE SCALE 1"=40' HORZ. 1"=4' VERT. 316 EX. MET 103 W CU iNLET JB 101 4'x4' JUNCTION MF -31244 312 JILT NON- STRUCTURAL PAVEMENT �U URL BACKFILL. STRUCTURE DRAINAGE NOTES: CLEAN, EXCAVATED MATERIAL L PER PAVING 12" BACKFILLED AND COMPACTED PLAN 1. ALL TOPSOIL SHALL HE, SALVAGED AND STOCKPILED FOR. REUSE. ACCORDING ALCOR IIN REPORT 2• BACKFILL. ALL PROPOSED PARKING LOT ISLANDS WTM FULL DEPTH TOPSOIL. �. •s:.. i 3. ALL STORM SlE4YER PIPE. EXCEPT AS NOTED. SHALL BE HDPE HDPE PIPE S(i641. _ .+ �+ • ... _ MEET AASHTO M294. TYPE S WITH WATERTIGHT SEAL. HOWEVER, THE PROPOSED 308 03 STORM SEWER IS PRIVATE AND SHALL BE INSTALLED IN ACCORDANCE WiTH THE COTaPACTED CEMENT STABI- LOCAL. PLUMBING CODE. THIS INMDES THE PIPE MAlERX AND FITTINGS. � L�O n P ooa° UZED SAND. 11h SACIC/CY, I DVATi - -- 4. AREA --INLETS AND .1UNCTION BOXES MAY BE CAST IN_ PLACE 'OR- PRECASC =" o°0000 PUGMILL ONLY._ SPADE BY CONCRETE. ALL CONCRETE' FOR ',DRNNAGE CONSTRUCiiONSHALL .HAVE A MINIMUMLLF•'T5 INTO PLACE. TO FILL _ ""- - S HDI aoa000 1 ,LF, PA�i� 28 --DAY COMPRESSIVE STRENGTH OF 3000'P51. 12 MW o°oo°oo oo°coo ALL VOIDS AROUND PIPE 00 " oao MANUALLY CONSOLIDATE AT 5. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR o0 0 o OPTIMUM MOISTURE OM.Y WITHIN 5' OF PAVEMENT. ALL HDPE PIPE SHALL INCLUDE STRUCTURAL BACKFILL oo No 304 0 6. JUNCTION BOX STORM SEWER COVERS ARE PRIVATE AND SHALL NOT USE "CITY OF PIP.D. D. c 00 °ap a° COMPACTED CEMENT STABi- COLLEGE STATION LOGO ON COVERS. (6" MIN) UZED SAND. IX SACK/.CY, PAPE } _ PUGMILL ONLY. SPADE BY '° 7. ALL STORM SEWER IS PRIVATE: O D• t-�- LIFTS LNTQ PLACE; TO FILL p ,1P M, TOW -AWAY ALL VOIDS AROUND PIPE. n a °p Z� THE TRENCH BOTTOM SHALL BE MANUALLY CONSOLDATE AT 6 o GWED SD AS PROVIDE UNIFORMAND CONTINUOUS SUPPORT FOR ���•••lLL_ 12' MIN. OPTIMUM MOISTURE is o p PIPE BARREL BETWEEN BEM HOLES .300 *ALL HOPE PIPE SHALL HAVE STRUCTURAL BACKFILL. I. SIGN SHALL COMPLY WITH THE CoCS t t FIRE SERVICE STANDARDS. BEDDING AND TRENCH BACKFILL L FIRE LANE SIGN DETAIL p Lw - N.T.S. DETAIL FOR HDPE & RCP STORM PIPE + o FIRE LANE MARKINGS N.T.S.296 d ',oeii %a %D 1. A SIGN TWELVE INCHES (12-) WiDE AND EIGHTEEN INCHES (IS") IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ti ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS SHALL BE TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN 'TWELVE INCHES (12') WIDE AND SIX INCHES (67 HiGH STATING "TOW -AWAY ZONE: SUCH SIGNS SHALL. BE PANTED ON A WHiTE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RET}. 292 2- ALL Fl CAPROCK CROSLANE SING. GN .SIGNS SHALL MATCH EXISTING FiRE LANE SIGNS IN A ��`� I - /A A 4'. 2--W GALVANIZED STEEL POST END OF STREET SIGN DETAIL (MUTCD OM4 -- 2) NTS THE SEAL APPEARING ON THIS �'4 DOCUMENT WAS AUTHORIZED BY h u ltz_ Engineering, LL DEVEN L. DOYEN, P.E., '� LICENSE NO. 109835 2730 Longmire, Shite A NOVEMBER 21. 2013 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERB DLD ©!.d JPS -2 13 NOVEMBER -201$ 3- MiN. EACH SIDE -}-� L XX �..I- W SIDE WALLS $4 BARS 6" O.C.EW. TOP dC BOTTOM SLAB SSC OON A JUNCTION BOX DETAIL N.T.S. k,1 30 FIRM # 12327 SCHULTZ ENGINEERING, LLC TYPICAL DRAIN PIPE END TREATMENT - PLAN N.T.S. 1' MiN. WCH EXISTING APE -MITER END OF PIPE TO MATCH EXISTING SLOPE TYPICAL DRAIN PIPE -".- END TREATMENT - PROFILE N.T•S. PUBLIC WAY iNFRAS" UCTURE CAPROCK CROSSING LOTS 7A -R & 2A -R COLLEGE STATION, TX 284 1 1 1 0 0) to L(3 LTi EO T�7 to 280 --0+50 0+00 1+00 3" STORM SEINER 320 316 31 JB 102 4x4' JUNCTION BOX TOA=309.43 PIPE 105 36' HDPE PIPE 18.0 LF m O.SC 11 308 3CONCRETE Sp -T. 1 � M 0 0 BLACK O BACKGROUND Di%IIA i I /JjJII�, STD. CAST IRON MANHOLE COVER o QJ%%%fa O.D. + 6• AND FRAME 30' L MIN.3 28 -DAY CONCRETE SQUARE to STRENGTH 3000 psi E•LAH a 10L o. 296 RED �� N REFLECTORS O.D. + r MIN. 0 BARS 12" Q:C.EW. 6' TDP & SiDE WALLS x BOTTOM SLAB 2--W GALVANIZED STEEL POST END OF STREET SIGN DETAIL (MUTCD OM4 -- 2) NTS THE SEAL APPEARING ON THIS �'4 DOCUMENT WAS AUTHORIZED BY h u ltz_ Engineering, LL DEVEN L. DOYEN, P.E., '� LICENSE NO. 109835 2730 Longmire, Shite A NOVEMBER 21. 2013 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERB DLD ©!.d JPS -2 13 NOVEMBER -201$ 3- MiN. EACH SIDE -}-� L XX �..I- W SIDE WALLS $4 BARS 6" O.C.EW. TOP dC BOTTOM SLAB SSC OON A JUNCTION BOX DETAIL N.T.S. k,1 30 FIRM # 12327 SCHULTZ ENGINEERING, LLC TYPICAL DRAIN PIPE END TREATMENT - PLAN N.T.S. 1' MiN. WCH EXISTING APE -MITER END OF PIPE TO MATCH EXISTING SLOPE TYPICAL DRAIN PIPE -".- END TREATMENT - PROFILE N.T•S. PUBLIC WAY iNFRAS" UCTURE CAPROCK CROSSING LOTS 7A -R & 2A -R COLLEGE STATION, TX 284 1 1 1 0 0) to L(3 LTi EO T�7 to 280 --0+50 0+00 1+00 3" STORM SEINER 320 316 31 JB 102 4x4' JUNCTION BOX TOA=309.43 PIPE 105 36' HDPE PIPE 18.0 LF m O.SC 11 308 3CONCRETE Sp -T. 1 M � M 0 0 � 300 O z z.- s o n L a. to + � a 10L o. 296 �� N M 0 o n M z+oo EXTENSION PUBLIC WAY & 3 6" S TOR SEWER EXTENSION PLAN do PROFILES 292 288 SCALE VERTICAL 1 a:4I HORIZONTAL '1x•40 PLOTTING SCALE: 1:1 FILE. NAME: 13-263 RRA rl� it �.:Blr�r�'.- - aNfRlji[%1l1�► Ri�t''•iIKlow 1.5f1 i Mason •�' �Apry`hvRresR. �lrrR#: •!RE#A A �i If5;i �.iJt#Rf� =l , ` ATMOSEXISTING GAS , BRAZOS•TEXAS LANF • ci • " ,. CAPROCK . • LOT 3A. BLOCK' PUE `xErT11,.'r=r>rrrRrM�[t . •'tlrr■IIt�1lsrrlira • 3 it ' ' �tRsrlrt��iit[ri::x•1 j �R%==�eRrrr/r 5/ Z11003/35 ONEDal GC Fr ti� ■rxii[liiiyri '.�R►;fir °Rx!#lRlrilron n Hill CROSS ACCESS re rrrrrr �RirrR�a., a clrlR!#rtr,RR� Rr... v.7rrrrx rxn-. LINE.JI •� �t4 [�f: ti. +11rrrl�r#�lrliiriRRiR,ril:irriirir!ri/llsR isiR#11003/35 ■4 i► / xiriRn//!rxlirRrRsrrrRrir PRIVATEDRAINAGE & LANDSCAPE 1r;!rr. ( ,[Rusrx/rrsRt �r Rsi�srul!r!wrrr'.r� ilxrr11003/35 R1 ' # ; - •LAND IV PUE rarrRsir[rritrRrxrs lllRR/RRat 0 LLC SCAI F IN FEET • �xRrRlaari>ti; ! Rrlrlr.Rr!CAPROCK Is alnRxiriiirarnc .: YR;rliiliirk. j• ori #!#ilt�iYR��tvrii► LOT 2A, BLOCKslri!lRnrR RR!!R#R''•rRxr]IlRR1IR/#/rr;klrr t '. ~iiRRiiL►t"#iRl Ri'�.q • 1rRliRlY#i!r'_ tRRir . 'rrRRrlrRlRr RlJ' .RP�;,.r!►. ■iRR•d!lrRi .rrRRrlr �• tlRRlR„ IRiir !+ 11003/35 EASEMENT '�r4�M#}�' �A.RR/Rlr• ' I� r■riM.+%�M4t�l1•1�RrilrRl!lr#rr,ZONED BRAZOS • , DEVELOPMENT. DRAINAGEll]ii*xRi�Rir■Rlrri4Ril!r RsR#irlirirlrrRr4iRrRRrrRR!!lr L k #rxr#raCAPROCK CROSSING • • �.,11003/35 p -4 /, LOT 1A, BLOCK tsR�RR7nrR�iRiiRRlsllRRRtr � •ri/%RilIL,��rRliRRY. RRrRRlRRR#I MRlr,9!►; � iRRRRigR;�I irlrrl� }f . 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WELLBORN l ' f=rlril �� r!/!�`J Tvr rlrrrrsRRRrRr ., RR#rrilrli irlR#lrrRiriirRRRl1 `riRlRx! �jr/t!�#+-� ■l!#!i#!i/Rr rrlRRRiiRRlrRR4Rria `tlRrrrR!#R!R R!rl��kt.� IRR!/R![fRRi# "' R1r Ri ■!ii!'r/ria ■liRrlilR � � RlrriRrRsr ■Riilsi Rr llrirri RslrsRlr! �- lilrrrlr!# Rr ♦, EXISTINGWATER r �,r , R■RR RRiir!rte!RlR,>(I_l„i�R ■Rr1RikR11i-/1rR�RaltiRrIfr!,R!!♦,�iR#rr.!i .-■■y� rlslim [tlRiir-`lxR No )il LRR�NskiRRr W PUBLIC INSTALL Jli ME LANE • «M3.ti. ''7.+a#`��M�►r4irR#rr((lR!#r. 1 -' • R� ITAEi1�Rilir#.Re�;< �:�#Ri1 i:i SIGN. a- RR11lim•,.. SIR■i1RRri SEMENT EASEMENT y •1 Is II 4QI REMOVE OUSTING CONCREII S.E.T. ,orki l PUBLIC,r ,• `ACCESS g , `jaiEXISTINGEASEMENT 130 TF N SAWCUT AND REMOVE .7a.ta EXISTING SIDEWALK L doN\ 20' PRIVATE :. EXISTING Ir WT STALU / SIDEWALK 3 1 11}} j . 20' PUE % qtr .�'� r / ` DRAINAGE x IN t 1 - PRIVATE STREET SIGN �D/1 � / �j ,� ...-•� � � � F.AS�� � % �•; � slay WITH 1 1 \ MOUNTED ON 70P / ! 5 / EXISTING �--._ •� "-•�-, 1 I EXISTING VERIZON LINE ``" - �`��D l �+' CONSTRUCTION 12' WATER LINE PROPOSED 36" STORM EXIT cv I l SEWER EXTENSION -EXISTING \ \� / U/ 8" SEWER '� `"' - DR�NAGE --;-k WT 1A-li \ CHANNEL 311 a `i;2 . _ BLOCK 2 BLACK 2 1 • Pu°Bu�c ACCESS � -� 488 A!.%�$ � � I 5' SIDEWALK EASEMENT ``�•. PROPOSED �., 20' FWVI DRAINAGE MH NO 3 1 ` 'TING ~' \ ` �` l [ I 3J' zo• PUE ,,,,..` \ •,•,.` 1 I 1� ,,,1 ,„y 11003/35 � q PUBLIC ACCESS GRADE GHANN �>> 5 ''•--. l 11(ESD3/3ED5r TO DRAIN \ - PROPO-Et 24' {W PUE SEWER ON D OF Of ROAD SIGNS ` PUBLIC sEWEw.INE ' \ 8` PUBLIC SEWERUN£ 3 9 ^ G ADY N. ACREARNOLD, 3.205TRACT PUBLIC SE MH NO 1 15 PUE \`3ZONED GC DB 3714/57 \ L3` WETiUNE MH NO 2 / SILT FENCE \ NOT PLATTED . 20' PUE 6" MIN. DEPTH STONE � VARIES 11003/351P STM D448, 3" TO GEOTEXTI E DIAMETER) 50 TO 100, � .....'. --•J 1 WITH SAME SQUARE U� ' "'" FOOTAGE. N BOYD TRUCKS & EQUIPMENT LTD 2.445 ACRE TRACT .� 3718/219 ---- ZONED CI NOT PLAT -CONCRETE CURB AND GETTER �• PER LOCAL STANDARDS PAVESTONE CONCRETE PAVER STYLE &COLO TO BE SELECTED BY OWNER 80 MM THICKNESS OR PAVER TO MATCH _ EXISTING PAVERS BEDDING SAND CEMENT STABILIZED SAND OR ASTM C 33 BEDDING SAND APPROXIMATELY 1/2" TO 1" NOTE: 7It CLEAN SAND FEL. IN AROUND PAVERS. 6" REINFORCED CONCRETE 6" STABILIZED SUBGRADE (98X STANDARD) ASTM D 698 AT A MOISTURE CONTENT BETWEEN 0 AND 4X OF OPTIMUM. -EXISTING SOIL SUBGRADE ERS FOR STREET N.T.S. Ic"i to] 111,16 =111111111101 'Al CHECK DAW-- F\ 21Y PUE 11003/35 �' Tom` • • EXISTING DETENTION v: ••'T:::::`^ POND OUTFALL CITY OF COLLEGE STATION 1 6.788 ACRE TRACT 1216/440 ZONED GC PROJECT BENCH -MARKS TBM 1 EXISTING MANHOLE RIM ELEVATION: 315.20' ••k. THE SEAL APPEARING ON THIS hDOCUMENT WAS AUTHORIZED BYbjtz-Engineering, �,. ,;;;' DEVEN L. DOYEN, P.E, LICENSE NO. 109835 2730 Longmire, Suite A NOVEMBER 21, 2013 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.22327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 13-263 NOVEMBER 2013 EXISTING STREET Lam% \ A *MINIMUM 12' SHALL BE FULL WIDTH OF SITE ENTRANCE s" MiN. NOTE: DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE GEOTEXTILE MAINTAINED SO AS TO PREVENT FABRIC FROM TRACKING MUD ONTO ADJACENT PUBLIC STREETS. 690ON A -'-A SUBGRADE CONSTRUCTION EXIT SILT CONTROL -- N.T.s. (50') PUBLIC PEASEMENT (SEE PLAN) 4• 4, (25') B/C TO B/C EASEMENT (SEE PLAN) EASEMENT � MONOLITHIC CURB 6" REINFORCED CONCRETE I (28 DAY STRENGTH=3500 PSI) 1 TYPE "D" JOiNT 2q SLOPE� `�- •.�. y..._,..--. :._;_..:. 2q SLOPE -a- OPTIONAL SIDEWALK SEE 5' CONCRETE I� SIDEWALK DETAIL LiMIT OF 2'I'� #4 BARS ® 18" O.C.E.W. 6" COMPACTED & PLANS MEASUREMENT (MID SLAB) ASTM D- 98 AT AABILIZED MO STURE CONTENT BETBET STANDAR FOR ROADWAY WEEN EXCAVATION & 0 AND -b4% OF OPTIMUM) STABILIZATION. OPTIONAL SIDEWALK - TYPICAL PUBLIC INA Y S E C TI O N SSEE S' CON IDEWALK ETAIL REINFORCED CONCRETE PAVEMENT & PLANS FIRM # 12327 SCHULTZ ENGINEERING, LLC PUBLIC WAY INFRA STR U C T tTRE CAPROCK CROSSING LOTS 7A -R & 2A -R COLLEGE STATION, TX SiTLSPECIFIC NOTES: I. THE OWNER OF THE PROPERTY IS BRAZOS TEXAS LAND DHVELOPMENT. LLC. THE SUBJECT PROPERTY IS CAPROCK CROSSING BLOCK 2. PROPERTY iS TONED GC; AD AND OV. 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.47 ACRES (20.529 SF). 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN & DRAINAGE REPORT. 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. S. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. & TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 7. THE SUBJECT TRACT DOES NOT LIE WITHIN. THE '00 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE W IS FOR BRAZOS COUNTY TEXAS AND INCORPORATED AREAS. COMMUNITY N . 480063. PANEL NOS. 032SE . MAP NO. 48041 C032SE, EFFECTIVE DATE: / MAY 16. 2012. & ALL RADII AND DISTANCES ARE MEASURED 70 D E BACK OF CURB UNLESS OTHERWISE NOTED. 9. ALL PAVEMENT SHALL BE CONCRETE. REFER TO TYPICAL SECTIONS FOR PAVEMENT DEPTHS. 10 ALL UTILITY LINES (WATER. GAS. SANITARY SEWER, VERIZON, STORM `EWER, ETC. SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFOR M"EIMATIO BASER] ON CONSTRUCTION UTILITY EMAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND ABOVE GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 11. PROPOSED SIGNS SHALL BE PE RMITiED SEPARATQY IN ACCORDANCE- WITH THE UDO. 12. ALL STORM SEWER IS PRIVATE STORM SEWER SHALLBE LABELED PPRRIVVAA E AND SHALL NOT USE THE CITY OF COU EGE STATION LOGO ON S. 13. SIDEWALKS ON THE NORTHWEST SIDE OF THE PUBLIC WAY WILL BE --R. CONSTRUCTED WITH THE DEVELOPMENT OF LOT 7A GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL ExsnNG UNDERGROUND UT31.111ES. N07IRCA71ON OF T REQUIRED. LITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION S REQUIRED. DIG TESS:(soo} 344 -ILII ATMOS ENERGY: 979 774-2506 SUDDEN LINK COMMUNICATIONS 979 595 2429 VERIZON: (979) 821--4770 2. iT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEAN NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTIO EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES INSPECTIONS SHALL BE DON EVEW THE CONTRA07OR 14 DAYS AND r OR Mom SHALL REMOVE ALL MUD DEPOSITED OEVENT OF N THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR S REQUIRED 70 MAINTAIN THE TPDES GENERAL PERMIT NO. TM 150000 REQUIREMENTS FOR CONSTRUCTION SIiE~S. S. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED ALAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEWING AL DISTURBED AREAS. 6. ALL CONSTRUCILON SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLE4 STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR -TRENCH. SAFETY REQUIREMENTS. 8 THE CONTRACTOR SHALT. REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PR07ECi1ON TO 13E INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT 70 THE PROJECT SITE. 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA 11. 100X COVERAGE OF GROUNDCOVER, DECORATNE PAVING. DECORATWE ROC/ (NOT LOOSE:), OR A PERENNIAL. GRASS iS REQUIRED IN PARKING IOL' ISLANDS. SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGIiTS-0F WAY, AND ADJACENT PROPERTY DLSiURSED DURING CONSTRUCTION. 20 AU_OW 2.5 TO 5' AT TOE OF to 47X4" MiN. TRENCH -/SLOPE FOR SEDIMENT TO �­f ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. rn SiLT FENCE ASSEMBLY11 3 f1T.S = GRAVEL BAG GRAVEL BAG cn IN al NOTE: TEMPORARY DEVICES AROUND STORIA DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLE, . v j * GRAVEL BAGS TO BE FILLED WIT CLEAN 3/4= OR LESS GRAVEL. STORM DRAIN INLET.p OTE $s RE IEWIEHRJ­�. , e CO ' ii N 1 REVIEWED F( C PLIANC DEC 0i,6.2013 DEC 0 6 2013 COLLEGE STAT! F LATI A lI ENGINEER.INC VICINITY MAP 2"X4' WIRE MESH LINE # Curve Table', DIRECTION FASTENED TO T -POST 54.71' CURVE LENGTH RADIUS DELTA TANiGENT METAL T -POST OR -'*,'. R CHORD CHOIR DIRECTION C1 23152' 425.00' 031.12'46" 11871' LS 228.67' N18rIVOV`W C2 269.70' 500.00' 03954'19" 138 NSr 03' O1"W 266.44 N71'3W46'E C3 268.12' 300.00' 051'12'26" 143 �6' 259.29' N61'26'43T 04 1 4292' 405.00' 00504'18" 21. ' 42.90' N4W46'S1'W 20 AU_OW 2.5 TO 5' AT TOE OF to 47X4" MiN. TRENCH -/SLOPE FOR SEDIMENT TO �­f ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. rn SiLT FENCE ASSEMBLY11 3 f1T.S = GRAVEL BAG GRAVEL BAG cn IN al NOTE: TEMPORARY DEVICES AROUND STORIA DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLE, . v j * GRAVEL BAGS TO BE FILLED WIT CLEAN 3/4= OR LESS GRAVEL. STORM DRAIN INLET.p OTE $s RE IEWIEHRJ­�. , e CO ' ii N 1 REVIEWED F( C PLIANC DEC 0i,6.2013 DEC 0 6 2013 COLLEGE STAT! F LATI A lI ENGINEER.INC VICINITY MAP 2"X4' WIRE MESH LINE # (OPTIONAL) DIRECTION FASTENED TO T -POST 54.71' OR WOODEN STAKE L2 SEDIMENT CONTROL FABRIC N2' S3' 34"W FASTENED SECURELY TO METAL T -POST OR -'*,'. R T -POST OR EN WITH OPTIONAL WIRE MESHE WOODEN STAKE AS 35.88' REQUIRED TO MAINTAIN. LS SPACED 6' APART NII 02' SWE LS 8" OF FILTER FABRIC TO S35' 04' 41"W EXTEND -INTO A TRENCH 42.17' AND BE ANCHORED WITH L8 COMPACTED BACKFILL NSr 03' O1"W DI�C� pT.OW j tl L1095AW 4" ff LI r 20 AU_OW 2.5 TO 5' AT TOE OF to 47X4" MiN. TRENCH -/SLOPE FOR SEDIMENT TO �­f ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. rn SiLT FENCE ASSEMBLY11 3 f1T.S = GRAVEL BAG GRAVEL BAG cn IN al NOTE: TEMPORARY DEVICES AROUND STORIA DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLE, . v j * GRAVEL BAGS TO BE FILLED WIT CLEAN 3/4= OR LESS GRAVEL. STORM DRAIN INLET.p OTE $s RE IEWIEHRJ­�. , e CO ' ii N 1 REVIEWED F( C PLIANC DEC 0i,6.2013 DEC 0 6 2013 COLLEGE STAT! F LATI A lI ENGINEER.INC VICINITY MAP UNE TABLE LINE # LENGTH DIRECTION L1 54.71' N81' O4' 26"W L2 88.79' N2' S3' 34"W 111 28.35' NII O6' 26`E L4 35.88' N3r 51' 23'W LS 17.18' NII 02' SWE LS 46.10' S35' 04' 41"W L7 42.17' S29' 48' 45"W L8 41.18' NSr 03' O1"W L9 71.36' N43' 49' 01"W L1095AW N3r 44' 42"W 20 AU_OW 2.5 TO 5' AT TOE OF to 47X4" MiN. TRENCH -/SLOPE FOR SEDIMENT TO �­f ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. rn SiLT FENCE ASSEMBLY11 3 f1T.S = GRAVEL BAG GRAVEL BAG cn IN al NOTE: TEMPORARY DEVICES AROUND STORIA DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. GRAVEL BAGS SHALL BE INSTALLED & MONITORED THROUGHOUT THE PROJECT UPON INSTALLATION OF AN INLE, . v j * GRAVEL BAGS TO BE FILLED WIT CLEAN 3/4= OR LESS GRAVEL. STORM DRAIN INLET.p OTE $s RE IEWIEHRJ­�. , e CO ' ii N 1 REVIEWED F( C PLIANC DEC 0i,6.2013 DEC 0 6 2013 COLLEGE STAT! F LATI A lI ENGINEER.INC VICINITY MAP NOT TO SCALE SITE--'PLAATGRADING 8c EROSION CONTROL PLAP .IC WAY WFRASTRUCTURE AT CAPROCK CROSSING TOTAL AREA = 6"33 ACRES CAPROCK CROSSING LOTS 1A -'R AND 2A -R AUGUSTUS BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=40' NOVEMBER 2013 OWNER/DEVELOPER: SURVEYOR: BRAZOS TEXAS LAND BRAD KERR. RPLS NO. 4502 DEVELOPMENT. LLC. KERR SURVEYING, LLC C/o CAPROCK TEXAS 409 N. TEXAS AVENUE 110 LINCOLN AVE. 5TE 103 BRYAN, TX 77803 COLLEGE STATION, TX 77840 (979) 268-3195 (979)307-0321 ENGINEER: SCHULTZ ENGINEERING. LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL 'I'll HORIZONTAL r'40' PLOTTING SCALE: 1:1 FILE NAME: 13-263 pop . , ; aa�ra as►ar .�4, � i NOT TO SCALE SITE--'PLAATGRADING 8c EROSION CONTROL PLAP .IC WAY WFRASTRUCTURE AT CAPROCK CROSSING TOTAL AREA = 6"33 ACRES CAPROCK CROSSING LOTS 1A -'R AND 2A -R AUGUSTUS BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=40' NOVEMBER 2013 OWNER/DEVELOPER: SURVEYOR: BRAZOS TEXAS LAND BRAD KERR. RPLS NO. 4502 DEVELOPMENT. LLC. KERR SURVEYING, LLC C/o CAPROCK TEXAS 409 N. TEXAS AVENUE 110 LINCOLN AVE. 5TE 103 BRYAN, TX 77803 COLLEGE STATION, TX 77840 (979) 268-3195 (979)307-0321 ENGINEER: SCHULTZ ENGINEERING. LLC. PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL 'I'll HORIZONTAL r'40' PLOTTING SCALE: 1:1 FILE NAME: 13-263 / BRAZOS TEXAS \ y _ : � I t SITE SPEGIF ' e{ I IC 110 _ : g' \ GENERAL NOTES: LAND _ I \ I -� T. THE OWNER OF THE PRO t� DEVELOPMENT, -LLC. � I , PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT LLC. . a N i1 , tL ` ✓/ 1. THE CONTRACTOR SHALL HE RESPONSIBLE FOR VERIF1fiNG THE EXACT„ 1 THE SUBJECT PROPERTY IS CAPROCK CROSSING BLOCK 2. R - .- P OPERTY 15 LOCATION OF ALL EXISTING UNDER 5 CAPROCK CROSSING \ _ � ( ! ` '. ZONED C-1 GROUND UTILITIES. NOTIFICATION OF THE e . a LOT 3 BLOCK 1 f y AQ AND OV. UTILITY COMPANIES 48 HOURS IN ADVANCE C �b 20 PUE y . AN E OF CONSTRUCTION IS a - \ \ I REQUIRED. 2: 1.59 ACRES / 1100.3/35 o THE. TOTAL DISTURBED �. AREA FOR THIS PROJECT IS 0.47 ACRES (20,529 . -�_ _ DIG TESS. 800 344- \�\ \ SF. ( ) 8377 / I 1.1003 35 _ - r. --7 ) b / - ATMOS ENERGY. / 979 774-2506 / y _ / I c) ZONED C 1 SUDDEN LINK COMM - , 3. DRAINAGE INFORMATION COMMUNICATIONS: 979 595 2429 I , NATION AND DETAILS WILL B PROVIDED ON THE DRAINAGE ( ) - , Q- .•-- _. I � � - � AHE LAN - VERIZON.30 PRIVATE �--•-_, , rn &DRAINAGE REPORT.. (979) 821 4770 CROSS ACCESS_� 2: RIS THE RESPONSIBILTfY 0EA --- . ANDSCAPING- _ F THE CONTRA OSEMENT , ' ANO IRRIGATION DESIGN & CT R TO USE WHATEVER, AN�YSIS WILL BE PROVIDED ON MEANS 60 PUBLIC ACCESS /_NECESSARY TO MINIMIZE 11003 35 L4NDSCAPE &IRRIGATION PLANS. EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLA ION �1 �\' ' �.� , , •x� "PRIVATE DRAINAGE : , ! r- ` : T OF A CONSTRUGTIO ? } N &LAN I .. EXIT AND I LANDSCAPE EASEMENT � r 5:: THE SILT .FENCE AS NECESSARY. �'� I I- :_ .. E IRRIGATION SYSTEM MUST HE APPROV Y. -�._ � .- • • ' , : � , , ,. � f _ APPROVEDAND INSTALLED PRIOR TO C.O. . , , ` , , • ,� . , 11003 35' ; _t I 3. TH BRAZOS TEXAS `�`-- ' 6: TRA E CONTRACTOR IS RESPONSIBLE F , LAND ._...,_,_ I � I � + I � ( TRAFFIC .IMPACT ANALYSIS IS NOT REQUIRED. , OR INSPECTING AND MAINTAINING THE 10':TELEPHONE k I :. EROSION AND : , � / - DEVELOPMENT .LL ' ' � SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE SONE EASEMENT f a.. -1-316-___ C. / -�� �\ . / � T. THE SU I EVERY 14 DAYS AND AFTER. r •• ' . _. -�.__ ,.,. 1 r . EJECT TRACT DOES NOT LIE WITHIN. E 1.00. YEAR EVERY- RAINFALL EVENT OF 1 2 c /� sr CAPROCK CROSSING , FLOODPLAIN. / OR MORE. 681/144 q 6 / ACCORDING THE CONTRACTOR SHALL REMOVE ': TO FEMA FLOOD INSURANCE t2A MAPS FOR BRAZOS COUNTY E ALL MUD DEPOSITED ON THE ADJACENT \ e r i .. .y _ LOT 2, BLOCK 1 - /I / TEXAS AND INCORPORATED STREETS AS A RESULT OF THE CONSTRUCTION - � 6 � to //�aj�7 RATED AREAS. COMMUNI 'N0. 480083. PANEL NOS. UCTION OF THIS PROJECT. 1.62 ACRES' , , ; 'S ,, 032SE. MAP N0. 48041C032SE. EFFECTIVE D TE: MAY 16..2012. 4. THE CONTRACTOR IS . _ • , , REQUIRED TO MAINTAIN THE TPDES GENERAL PER 11003/35 8. NO. TXR 150000 R ALL. RADII AND DISTANCES ARE MEASURED r THE BACK OF .CUR REQUIREMENTS FOR CONSTRUCTION.: SITES. - -._.. B UNLESS ZONED C-1 „ : , , 20 U. OTHERWISE NOTED. . \ 1 5. PERMANENT VEGETATION j 10 PRIVATE .. 8030 5 � , ATION WILL BE ESTABLISHED ON THE DI 1: / (. STD SED AREAS P 3 ��. u) UBLIC � � 9.: ALL PAVEMENT AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND':S v. S DRAINAGE T SHALL BE CONCRETE: ,REFER TO TYPICAL SECTIONS FOR EEDING ALL WAY S \ , fn 2 : DISTURBED AREAS. , � � �. ,' s *r+ , , � EASEMENT , f /3 PAVEMENT DEPTHS. t 11003/35 6. ALL _ CONSTRUCTION 9 , SHAM H , , \ 10. ALL U E IN ACCORD > r � UTILITY LINES WATER GAS SANITARY ACCORDANCE WITH THE 2Q12 CITY S % � :. , .� ( S Y SEWER.. VERIZON. STORM OF - -� R� : / " BRYAN/COLLEGE i I L , SEWER,. ETC. SHOWN ARE STATION STANDARD SPECIFICATIONS AND DET ) E TAKEN FROM BEST',. AVAILABLE RECORD AILS FOR WATER. ALL CONSTRUCTION INFORMATION BAS TION SHALL BE COORDINATED WITH THE CITY ED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED , ENGINEERS 0 _8 .. � •\.-_ 8Y FROM CITY & OFFICE. INDEPENDENT AGENCIES AND OR ABOVE GROUND / FIELD ; i EVIDENCE. SHOWN . _ POSITIONS MAY NOT REPRESENT AS BUILT 0 , C NDITIONS. : 7: THE CONSTRUCTIONSHALL COMPLY WITH OSHA STANDARD 29 C I r FR PA T / . a N I , a 1926 SUBPART P FOR TRENCH .SAFETY REQUIREMENTS. 1 11. PROPOSED -SIGNS SHALL ENTS. BE PERMITTED SEPARATELY- IN ACCORDANCE WITH THE I E LIDO. 20 UE � �-•_. -.._ / 8. THE CONTRACTOR , , ,.� � Q TOR S(iAL1. REMOVE THE EROSION CONTROL MEASURES L X70 PUBLIC ACCESS, ES ONCE - L/ / 11003735 G GRASS IS ESTABLISHED. �$. TBM� . ,.:---•.�. ' : i 2. ALL STORM SEWER IS PRIVATE. i �j--._._• #1 PRIVATE DRAINAGE, � , ' I � � _ TE STORM: SEWER 'COVERS SHAH- BE LABELED - -\ L PRIVATE AND SHALL -NOT USE THE CITY OF ' &LANDSCAPE. EASEMENT- �"- : ' . / COLLEGE STATION ENT . LOGO ON 9. INLET" PROTECTION TO BE COVERS INSTALLED AT ALL PROPOSED EXISTING11003/35 -314 AND EXISTING ,�--._ � ,. INLETS ADJACENT TO THE PROJECT SITE \all .. - . �•-_ % , , , , . � . 8 SEWER ; 20, PUE � _'•-�. /' 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA. i 8460/1, ■n�r� � .�pn•e1 ti -w•�iC51ft i=~��-r�'fr••r�ii, a VARIABLE- WIDTH 'A. R■!/11r''� n��M �! n11 ` _ r i�L',.''=.�,t.: -fir.- ,L".I::S.-r,., - a • 10672/86 , .I�n �. !�>.nannn7li� - .GKI `►h 1 { I 1 i 1 �t •- -ten ia� � � �nnEn �s ���f>t�r "n'n�11111{11{111111Iij,11111�• ni • • e.���ma�ir'�unn�'y''=+0�'5►�►.{11.1�{�1�1�11i�1�1�tmum 1111►1111111►11111 1.11 e LF SAW CUT Ee _ n n�nnn nas'nesannaur� �nary`1E1�1{i1q'1`pl'{ '1'1'�a INSTALL • a 3 {►►1111111111t111i 1 111111111 11111{L U FIRE LA14E SIGN ' said • • e �, ray 11111111►11111 REMOVE " e ■n� anon "�"'•"n■n�•ne'uu,� 11{ 1 1 1{I►{� i t{ 1� �`��1= �� `��-- ._ • ' - n•�ir■■an�;tn.�, � •,�.:. �"sn■c11�t11�1�11 u� J_�.___�!.`n�_ I CONCRETE S.E.T. r , 312 - / , 50 PUBLIC7 3. f130 SF ESS ' ACC 1 EASE • - SAWCUT AND REMOVE r - EXISTING SIDEWALK 1 7< \ 11003/35 : CONCR46'S1'W - - - -j - '� LINETABLE UNE # Curve TIble DIRECTION L1 _ 54.71' CURVE. LENGTH RADIUS DELTA iTANGENT CHORD CHORD DIRECTION C1 231:52' 425.00' 031'12'46" I118.71'' 228.67' N18'15'00"W C2 269.70' 500.00' -030'54'19" 1138.22' 266.44' N71'35'46"E C3 268.12' 300.00' 051'12'26" 1143.76' 259.29' N61'26'43'E C4 42.92' 405.00' 006'04'18` 121.48' 42.90' N40' ® V LINETABLE UNE # TH DIRECTION L1 _ 54.71' N81' 04' 26"W L2 88.79' N2' 53' 34"W L3 28.35' N87' 06' 26'E L4 35.86' N33' 51' 23'W L5 17.18' N87' 02' 56"E - L6 46.10' S36' 04' 41"W L7 42.17' S29' 48'' 45"W L8 41.18' N57' 03' 01"W L9 71.36', N43' 49' 01"W L10 95.68' N37' 44' 42"W SURVEYED DESIGNED DRAWN APPROVED JOB -NO: DATE KERR DLD DLD JPS 13-263 OCTOBER 2013 IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 979-3900 )764 3900 (;HOSSINU TOTAL AREA = 6.33 ACRES ..-VICINITY MAP CAPROCK CROSSING LOTS 1R AND 219 BLOCK 2 AUGUSTUS `BABILLE SURVEY, A-75 c,A� s.°4' COLLEGE STATION, BRAZOS COUNTY, TEXAS �y� TOWER ,� SCALE: 1 „=40' OCTOBER` 20 2013 S PROJECT n LOCATION OWNER/DEVELOPER: SURVEYOR: Greens Prairie Road BRAZOS TEXAS LAND BRAD KERR, RPLS N0: 4502 v DEVELOPMENT, LLC. KERR SURVEYING, LLC I C/O CAPROCK TEXAS 409 N. TEXAS AVENUE o O 110 LINCOLN AVE. STE 103 BRYAN, TX 77803 COLLEGE STATION, TX 77840 (979) 268-3195 I a G�o� (979)307-0321 ENGINEER SCHULTZ ENGINEERING, LLC. PO BOX NOT ToBCALE 11995 COLLEGE STATION, TX 77842 979-3900 )764 3900