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DrawingsI I `- _ - - -'_ _ - VARYING WIDTH = _STATE HII MAY 40 - WILLIAM �D RMH PKWY � - �-=-Pusile wAY 327 PRDPEi2TY -BTU EASEMENT � `322- ROW YAF�S -/ . = � � '- - - - •- �3 °� _ . _ 5148/289- _0- - r9, "�$OUNDARY - _ _ ._ _ - = _ _ _ . _ _ _ _ _ _ _ ��_ _---------- _ -� ` » -. �- 70' PUBLIC ACCESS, -- -.'--� �- �-" --- -- ^ -�__ -� 1 f _ - I'�'�-�� END GDNTROLI £D \ � PRIVATE DRAINAGE, CEI ` _ - & LANDSCAPE EASEMENT* ... 1 ! c - '_------•-------------r - ---_ - - ! !! 1 i, .l IV PUE \ � � \ T-qiur - #- 'It 1 ` - ` ✓ ACCESS LIALW (WED \ \ 84 BOJ1 11003/35 } I ,.-316-, ` / / 315" --- i !I ` BY i SS A hvi-1611migi I (BEGIN CONTROLLED 1' II ACCESS LINE (NO} 30' ELECTRICAL/r L 1l 1 I ACCESS ALLOWED _...• 1 12�8 '� 1 I ! R ! ` \ \ GROG AC BRAZOS TEXAS LAND i BY TXDOT) ; L 31�' # p i ` ` \ L0T 3R ` EASEMEN DEVELOPMENT, LLC. 1 \ 10 PRIVATE DRAINAGE \ # ! 1 I ` BLOC.'K3 11003A { LOT 13R. BLOCK 5 1 \ \ EasEMt T p ! -� 102 ACCES GREENS PRAIRIE } \ \ 110D3/35 i 31�' ! i \ / } CENTER PHASE 2A ME 1.62 ACRES ` ' ZONED C-1 I i 1 '01� EASEENT ELECTRICAL 9 I \ 60' PUBLIC ACCESS, J 1 $ PRIVATE DRAINAGE & J # tf I 519/345 & 537/792 # f r~ LANDSCAPING EASEMENT ( J J I p ._ ._ - _. LA # i ` r- - 11OD3J35 /' �,. - --t I rg �_10` PRIVATE DRAINAGE 1 �.r ""„_�� .. Lam•• ++ •:..;; , ►f # } % � } -..1•-"'.- .'i- . '.�rr� '1 ( � •.`sL.-...`."' .-,�»-„ _-�..11003/35 �, ,,,,,�/, "'.� X, r..�1.•:5,-- ,•.• 3it�'a�"?'• z'.':.� BRAZOS TEXAS LAND l # e l G+-''' -''� :e ' •/ :,,:,::. I ""' • • r„'` - TT -�`�o- ,.: • -'"' T I J ♦31 , ✓ --"' >•- �/ .. .."i=ti=r %t;?�'.-': • • �(�S�%'A:�..j7R; ""`•• .. ""e:r•n." •�.-• r•. � DEVELOPMENT, LLC I W/ -® { I �:.:� :i: r}. �r `-----ems s :: f•_x ti<�cx= e; . LOT 14R. BLOCK 5 , 1 y� i''' "I`ti t' t'x ._j ' � GAE S PRASE ROAD WF.S'i " 3--- z� GREENS PRAIRIE L �, �- .-.•� '' -• �i-l+:.:. ��=-.,.;:� \ u E}DS11NIRRIGATION G - CENTER PHASE 2A # t �'.'•'� •""�'� ^ r s t. r7s tt "�.-•.+... =., ..: ,.'•.►:%\.METER `\ i 1.47 ACRES i ail 1' ' fill f --�..., °�• __ _ --_ --'�,� ' \ �, •� \ ZONED C-1 ' • I 1 ��'37?-. i A T. '' + •. ` EASEMENT ELECTRICAL / \ \ 1845 !1 ' 1 - l 4 ( 1 rW1A-n f 7W PUBLIC /378. 331611, i / 1 ' / FUTURE 125' CONVEYED 17UREVVDTM� `NOT THIS NOT CONVEYED- WITH THIS PLAT - �5;: -' , jai:•' I _I1 . 1 7.5' PUI FUTURE 3V PRIVATE CROSS ACCESS EASEMENT NOT I 147�t THIS CONVEYED WITH --- ` - ��i/ /LAT / EASEM NTHDNE \ 681/144 1 /_V LOT 3A - BLOCK 1 t IM ACRES46 �e 20' PUE ny 11003/35 % I 1 # •�''''- ' 3 / l r �3f " !I I - UTILITY \ ♦ \ L! , - %/ .` �• `.� 54,�`4: � • !�� ~ - `' -.� _ 1 #� , �� , ,� • • ) / I BLOCK 3 , EASEMENT -- . .- �^, ...� � ( � - t/ . 19:088 ACRE8 �. 11003 35 ' y ••.'� .�.t�'" ::�. i / / T � / 50' PUBLIC ♦i � \ /i / ' - �• % / , J 510�- 1 ` iloosJ3s - ..,� ACCESS W PROPERTY .� ..r. 4'':-;' TRANSFORMER. J / \ / EASEMENT ' \ BOUNDARY , r�rPUE-- EASEMENT V � � � \ \ / /J ,♦ 2a' � ;... •+.:. ,-.+. ^ •-...,.-„ `'' -� f , I J 11003/35 \ ♦ \ �/ c'. / 11003 35 519/345 do 557/792 2t! ELECTRICAL \ ♦�! 1 t• -3i4--- F";•I;c;.:.s.1,,,;,:�� '' \I \ � / / f #� • �� { � EASEMENT 1231/378 � ` ♦ ,�. , / , .,, 1� --' ;,,� ._. \ 20 WATERLINE / ! / \ � ���;�• •,:•. : s*r• EASEMENT ! \ / ♦ \ ,, VARIABLE - \ 6W PUBLIC ACCESS; # # \ 1k / / °j # �� " -- 20' PRIVATE \ `- ,♦ WIDTH PRIVATE DRAINAGE �'� / 50' PUBLIC # 1 t I DRAINAGE \ ! /i % ! /11 \ P.U.E. 86 \ ., & LANDSCAPE EASEMENT • '- r` s# ;,A;:w "' ACCESS �a # jI� EASEMENT \ 4' !/ ! - 11003/35 EASEMENT / \ /r / , - _ r 11003/m / . c� # # ! 11003/35 \ �. 2W PUE \ 1 1 i / O • rR # �f(I ( j PRIVATE '\ UM17S OF n- ♦ �. 8� ,//� : / r 848a/1 \ ` '`�\ DRAINAGE \ DISTURBANCE ic, PROPERTY �i/` e EASEMENT i , B!, OUNDARY , ! ♦ ! \ \ ! I Y \ (# I \ / / / '/ # # �{� 1 \ / , ♦ ,!/v // �/ PUBLIC WAY lo 'ram} # i\2a' PUE, \ ®' ! ,! 'Gti` , ,LSD' PUBLIC \ \ `JtI� \ rl I # 10EliSEANT CAI./ / 6D ELEEASEMCTRICAL # t E �� \ 8460/1 '-, ; ;' SENT \ \-'Ittlj •� \ / i I T 773/522 / 213/499 � % � �� � \ '� ` ; I� / � 11003/35 LAT1A-Ri \ \ _ � �t 1 ! � 1 u # j 6 �) /' R� BLOCK 2 \ # # .LOT 2 / / • i . �o # { I , , PUBLIC ACCESS 7A ACMS 100 50 0 100 SCALE IN FEET METAL T POST OR - WOODEN STAKE AS REQUIRED TO MAINTAIN. $PACED 6' APART 4"X4" MIN. I 2"X4" WIRE MESH (OPTIONAL) FASTENED TO T-POST OR WOODEN STAKE 4" GE,NERA, NOTES• 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED.DIG TEM. _ ATMDS ENERGY: (979) 77 24- 506 SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VtERIZON: (979) 821--4770 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1 2" OR MORE. THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSmm ON THE ADJACENT STREErS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAJNiAIN THE 7PDES GENERAL. PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE 13Y HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 6. ALL CONSTRUCTION SHALL 13E IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDWA7ED 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 SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLET'S ADJACENT TO THE PROJECT SITE. SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T-POST OR WOODEN STAKE WITH OPTIONAL WIRE MESH 8" OF FILTER FABRIC TO EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL IREncoOF'F'.DW 20" `--ALLOW 2.5' TO 5' AT TOE OF RENC SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. SILT FENCE ASSEMBLY NTs. BLOCK 3 / / % i ' t , t' , J EASEMENT Q14i AG'i%$ / /t r~ F �� / ! / 11743/101 309- �� OL147 A5 �. / � / � tl � i s / _ �' �� / � L3 t - __ \ 20 PUE � /// � /� `� 6" MIN. DEPTH STONE "VARIES PUBLIC 1, 11898/30 -., '� / // r j S�r \ (ASTM D448, 3" TO � \ # #- (I _ 8'- ✓ •- '' ' / / ; i / A # I i -t -ACCESS _ `'` . / 5" DIAMETER) OVER 50, TO 100I _ - \ r'# { # 30 % / I j! ,♦ _ ty / \ \ , WENTEXTILE FABRIC `'- "- "- -- 2aDRA1 AGE /' PRIVATE-/ WITH SAME SQUARE ., / I ► . �f /I r % •�Cr o \ \ \ 110D3/35 EASEMENT /7t t `\ FOOTAGE. U BRAIDS TEXAS LAND f T # JL�GAUT • / t %� i /' a / % \ \ ti IV PUE � 11003/35 / I - A 1 i # / 0.147 ACRES / i . 4� / / __11743/10, / \ ` „-' / / DEVELOPMENT, LLC. , OQO�- ` \ \ _� LOT #R. _ BLOCK 5 CELL. I # r - ---,� GREENS PRAIRIE 1 # - -- ! / TOWER j / /� , # ! _„s \M - -�. _ - - _ ` = - _ �/ 3°6 �.�' EXISTING STREET 4tvl NIMUM 12' SHALL BE FULL A I 1 )' r i t ,._� ; . - .-CENTER---CENTER-PHASE-2A-,�L 1.. ,- -___� �_ _ /__� _ /---------_ -__ I , / _ _ _:._ _ _..� - .� � __ \ WIDTH -0F SITE ENTRANCE 15.39 ACRES 1 1 I % / / PRIVATE \ ZONED C-1 1 DRAINAGE,1 , COMMON AMA i 1 - ! 306-- 'i �' , EASEME/N1 I �` 3US M /. / ♦ / / '� s" MIN. NOTE: _ . _,,.. ,,,.,, . _ . _,.,, . - . 1 # i i , _ � \ N� 132 ACID �; ; . \ � PRESS WITH ADDITtONAL STONE - T •0 • • "-"*'''fit: / J r 1100aJ35 = -=- �o `� AS NEEDED. STONE IS TO BE --- -- --- -- •-- � 1 1 L 1 1 `"".., SILT FENCE t� / � � 1 BOYD TRUCKS & = �----- A� \. i ._. --f 1 .i l� �.y /� / ti / EQUIPMENT' LTD _ ______ \ �\ � GEOTEX71LE FROM MAINTAINED TRACKING MUD ONTO / SILT FENCE \ , yc Z.445 ACRE TRACT ' FABRIC SILT FENCE l 3718/219, SUBGRADE ADJACENT PUBLIC STREETS. ZONED CI \ - sECT"toNA�3 ., "•. r \ �,. - -'t I ; 50' PUBLIC • �� `� -. J/cl�,/' .` t '` -\ .�30' NOT PLATTED r \ ` \ • #\ ACCESS �\ • l/ , j l \ ` 3°2 20 PUE \ \ CONSTRUMON EXIT SILT CONTROL 1 EASEMENT ,�/ � mm m � •� ® a � aau 1= s 110a3/35 \. \ \1 a �► me ®� is mm ii0a3/35 '_Lj!. Z\ `� j 1 � ,� .- _'_1 /k. ` 2a' PUE \ .. `^ \ ` 3011r X j� i- °j \ 1189" • APPROXIMATE LOCATION /f3� ` / d \ \\\ \ \ �/y� r 3 '� �.M PUE & ACCESS ESMT. / / - / 1 ~ \ \ \ Y" ` ♦ICE ( 2511/25 & 2555/54 100' ELECTRICAL / % ,i/ ♦ \ \ / \ '' -" \?`99� , n' " M/ .. 1 .. ./ 'EASEMENT 1231/378 / ! r \ j 2,q i , T PROPERTY i # , �` \ \ 8 \ • ` BOUNDARY i 1` 2a' PUE / ; i ,i ti / , \3OOy\ \ \ { ~ �a \ \ 1 -� / \ \ 9 p, h``.,, - ! 8460/1 / ,'G- -- / % / 5a' PUBLIC '" / `, j t •I -sal / r; ' ACCESS EASEMENT CITY OF COLLEGE STATION \.� 1 3 10 �, r'.-•"fir~\/•\\ � i' �'' t r ' .0 " -1 '..,11003/35 3.79 ACRE TRACT _ CONSTRUCTION EXIT 1217/585 \\ \ 1 / '"' l i / ( CITY OF COLLEGE �300,♦� �, �'1 L� J t ZONED GC \�\ \ -. .� 1 J �. / / / 1 STATION \ PROPERTY i \ \ I NOT PLATTED \ \\\` \ // / r 6.788 ACRE TRACT j BOUNDARY / / // ` ^ i \ \ \\\ \ �J / 1216/440 /' ��anr / / \ / // / I ' ZONED GC ol CITY OF BRYAN / r / 6.60 ACRE TRACT GREENS PRAIRIE 1940/152 OVERLAY DISTRICT i _ /� ,i / ✓ r ZONED GC 1 BOUNDARY i �`\ NOT PLATTED 5n• PUBLIC ACCESS EASEMENT 11003J35 CDusrGE STTA71ON J crrY LIMITS LINE _291- THE SEAT.. APPEARING ON THIS �o j"� i , DOCUMENT WAS AUTHORIZED BY c 1 f LA tz Engineering, LLC LICENSE E DOYEN, P.E.. ucENSE Na. 109835 2730 Lon mire Suite A AUGUST 1, 2014 College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-336 AUGUST 2014 FIRM # 12327 SCHULTZ ENGINEERING, LLC CAPROCK CROSSING LOT IA-R., LOT 3R, & COMMON AREA 2, BLOCK. 3 DETENTION POND COLLEGE STATION, TEXAS VICINITY MAP OVERALL SITE EROSION &SEDIMENT CONTROL PLAN GRAVEL BA NOTE! TEMPORARY DEVICES AROUND STORM 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 INLET. * GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LESS GRAVEL. STORM DRAIN INLET PROTECTION NT.S. Rf I E W E' D-) Ff 7"! - ; -A-F - 01. REVIEW Y FZ AUO 07 2-64 CO LTA =SCE UULLE E _ 410N I AUG 0 6 2014 DEVELOPNICES COLLEGE STATION ENGINEERING = SPECIFIC NOTES, 1. T14E OWNER OF THE PROPERTY IS BRAZOS TEXAS LAND DEVELOPMENT, I.I.C. THE SUBJECT PROPERTY IS LOT to--R, LOT 3% & COMMON AREA 2. BLOCK 3 CAPROCK CROSSING. PROPERTY IS ZONED GC. 2 THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 1.33 ACRES (58,059 SF). 3. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPWN ACCORDING TO FM FLOOD INSURANCE RATE MAPS FOR BRAIDS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY N0. 480083. PANEL NOS. 032SE, MAP NO. 48041CO32SE, EFFECTIVE DATE: MAY 16. 2012. 4. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 5. ALL U71UTYI LINES (WATER. GAS. SANITARY SEWER. VERIZON. STORM SEWER. ETC.) SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS. 6. ALL STORM SEWER IS PRIVATE. STORM SEWER COVERS SHALL BE LABELED PRIVATE AND SHALL NOT USE THE CITY OF COLLEGE STATION LOGO ON COVERS. GRAVEL • M f.. rr � CAPROCK CROSSING 2809 EARL RUDDER FREEWAY CAPROCK CROSSING PART OF LOT ", LOT 3R, AND COMMON AREA 2, BLOCK 3 DETENTION POND VOL.11003, PG. 35 ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS AUGUST 2014 SCALE: 1 "=100' SURVEYOR: OWNER/DEVELOPER: BRADKERR, LNGN0. 4502 KERR SURVEYING,, LLC BRAZOS TEXAS LAND DEVELOPMENT, LLC 409 N. TEXAS AVENUE CIO CAPROCK TEXAS BRYAN, TX 77803 2809 EARL RUDDER FREEWAY S. (979) 268-3195 COLLEGE STATION TX.77845 (979)307.0321 ENGINEER: SCHULTZ ENGINEERING, LLC. PO Box 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE VERTICAL N/A HORIZONTAL PLOTTING SCALE: 1'1 FILE NAME: 14-M6 SHEET PLANTING LEGEND 00.00 • ,,,,,.. — _ — — . /, _ ,-� !/ f ! � SCALE IN FEET- //;'000,, LANDSCAPE POINTS SYMBOL. SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL_ POINTS 3.5„ OR LIVE OAK LARGER CAL (Quercus virginiana) 11 300 3300 CANOPY TOTAL. 3300 STR E ETSCA P E TREES QUANTITY TOTAL POINTS 1.25" CAL CREPE MYRTLE (Lagerstoemia indica) NON -CANOPY 22 880 TOTAL STREETSCAPE: i 880 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE ""7 J POINTS PER PROJECT AREA: 57,823 SQUARE FEET of SITE AREA • �''' '' _- — � — •— — ! � � _ —• _ -... ..._ �.._•.! !� _ .�� / ! • • ! ! ! / , ! / �7 s2x 30 � i 734 Pot TS ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: (330/50) x 300 POINTS = 1,980 POINTS TOTAL POINTS REQUIRED: 1,734 + 1,980 = 3,714 POINTS TOTAL POINTS PROPOSED: 4,180 POINTS (3,300 POINTS FROM CANOPY TREES = 78.97.) OLD ARRINGTON ROAD STREETSCAPE: CANOPY TREES (1 PER 32'): 330 / 32' = 11 CANOPY TREES REQUIRED ! ! ! �� --- •--- ----� �---- �� / ! ! / / ! / ! ` \ ,\ 0 CANOPY TREES PROVIDED / i- ,,� / t /` 22 NON CANOPY TREES PROVIDED 1100 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE 4 _-- \ r GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE, OR A PERENNIAL GRASS IS ! / \ \ REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, / \ \ THE PARKING LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. \ j \\ \ '1 IRRIGATION SYSTEM NOTES: ::....•� :... .:...i.:. :�.:.;::::. :._ • ......:. _...:. :.:.. :s :: ::.:.:.::.`'�:': :.:.•.*::: °r: ::`:: \ 1. AN IRRIGATIONSYSTE / / - ...; . -� ..::_ -::... -,,..: .-...... • :: -:: : •. :....:.. : •.:- ... .. ... -.... ; :.: �.. M TO SERVICE ALL NEW PLANTINGS WILL BE - ::...... �.:..:D INSTALLER BEFORE A CERTIFICATE OF • .... ... .- ....... ..::.:..:.. �? BY A CERTIFIED INSTALL .:------- --- ----_ _ ....� ... _--- \� OCCUPANCY IS ISSUED _ _ _ \ �. IRRIGATION SYSTEM- UST BEPROTECTED _L_ _ ITHER A \ I PRESSURE VACUUM BREAKER. A REDUCED PRESSURE PRINCIPLE S-8 / S-8 8 S-8 S-8 S-8 -8 S-8 S-8 S-8 S=8 S-8 S-8 S-8 S )3 S-8 BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, ! \ — — — \ — _ — — _ _ — — _ — � -- -- -- •- — -- -- — -- — — -- ' AND INSTALLED AS PER CITY ORDINANCE 2394. ! — 302 so \ \ \ I - , ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON s► INSTALLATION AS PER CITY ORDINANCE 2394. / c co4. EXISTING IRRIGATION METER AT GREENS PRAIRIE ROAD WEST & THE SH 40 DRIVEWAY WILL BE USED TO SERVE THE LANDSCAPE SHOWN. 300 olio \� / --- 302(el n / `., a b 3V 3V 3V� !/ 3V _ _ _ _ /- _______...__00 _�_ AUG 07:2014 CULL 303 tA. _ ` 3 �" / / ' 1_ DEVE 0 pike J�r,,1i10 .303 _ iV1 _ 302 -. _ - - Z L �iC �--�-� Z L-M -M Z L-M Z t-M ZL�M,. ` Z t-M Z L-M Z LAM Z 4-M Z i-�tt/ Z i -M Z t-M Z 4-M-- pp�� �� ���n� ���V/ce'S ^-- Z L-M Z L-M-'�--- Z t-M Z 4-M Z 4-M Z L-M M Z L M r— Abil !�M t�-M �'� Q -M -- ( — ry \-M b-M 1r-M` ^M --- -- i� -M i�-M f+-M 6 M i�-M b-M �V t�-M 3b - 3V 3b 3d 3Vf 3b 3V _ 3b'---- „d r. 3 �` . _.. -fib' + `` �4 \ SIDEWALK OR PATH r. ,..,..,...... ..........rfr-' A ...ww........ .ur.w. ... i.. ....... ... .r.r..... ^. °S•=cM —: - . M � . ' MARK LOCATION WITH .° M M M M M M M�—� M�M M ' ! — _ _ _ ` GALVANIZEDm 'A WHERE APPLICABLE ` -- _. -- -- - _ _ _ - _ _. _ _ -303-- -- CARRIAGE BOLT " INSTALL _ _,,,:•-` ._...— — .._. _... — _.._ r-- iM X �, BOLT IN 'A _ _ -- /� _ -�- WALK Ile 4 co EXTEND END 18" q-- - �, / os� \ BEYOND CONCRETE 1 / AND TAPE BOTH ENDS 3 5CH 40 PVC PIPE ,lER VER VER vER vER vER vE1� vER "' .- - ---=-vER" vER VER aiJ~R- ~"- - VER 1 VER VER — — — 12" BELOW TOP OF m r -"� • =- R �" GRADE TYP. —Q�R" ` .alEft `` r / _ *NOTE: PVC SLEEVES UNDER _ — __,. __..• — — — .- — — _% ti f �. •r / I � / / � J � PVC SIEVE PAVEMENT SECTIONS % / 1 N.T.S. NEED TO BE 1 e BELOW THE TOP OF PAVEMENT. to = ---------------------------- Schdtz-Engineering, LLL---;- 2730 Long mireSuite A College Station, Texas 77845 979.764.3900 TSPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-336 AUGUST 2014 CAPITO CL. CROSSING LOT 1 A-R, LOT 3 R, & COMMON AREA 2, BLOCK. 3 DETENTION POND COLLEGE STATION, TEXAS LANDSCAPE PLAN SCALE VERTICAL [VIA HORIZONTAL PLOTTING SCALE: j • 1 FILE NAME: 14-336 SHEET — -PUBLIC WAY J.L GAUT 0.147 ACRES 20'EASEMENTTRCAL a 1231/378 / ELL, 30 15 0 30 - --/ .—cTOWER "60�ECTTRICAL / / �d / / / / � SCALE IN FEET �/ -- / , / f 213/499 2a' PRIVATE DRAINAGE EASEMENT r /f / �. / , 11003/35 LOT 2BLOCK 3 "'" ._•,� _ / / r / / / / 1 \ 0.147 ACRES �. __ — — _ — 11003/35 .'' ,/" / �• I'C y_ / j f �. .00001/ _` `- "cos-_ .•�'' / Via, , .°` ; / ' -- -- —' ; � I LOT 1 A-R / BLOCK 3 • ''"'' / "' / ' i 19.088 ACRES • . ' PRIVATE / '>ja / / RAINAGEEXISTING FLUME DRAINAGE SWALE I PRIVATE 11003/35 DRANAGE EASEMENT / EASEMENT \ — l LIMITS of \ \ ,�a ` _.. " 2a' PUE t DISTURBANCE \ 8460/1 ( 1 off y A `\ �\ __ _ `St $ S g -S-8 S�� -8 _/ _8 _ S-8 — - -�— 5-8------- ---r- — — -- -- ---- ------ / .._. S 8 S 8 S-8 • Sig _--- - r t _ --- / _~-pia _ _ — ____--- -- -- ---�` —7 LIMITS OF N � DISTURBANCE 3d ` I 'jd 3or 00 I %� t _3d10 ---3db _ DETENTION POND 2 -4v - moo �; COMMON AREA 2 5W OVERFLOW SPILLWAY 1.23 ACRES CREST ELEV. = 303.45 11003 35 I #3 REBAR O i Z L-IAA Z l-M ----__--_.__ _ _-----__- __------._ 7_- "I certify that the subdivision improvements shown on this sheet were actually built. and that said improvements are substantially as shown hereon. I further certify, to the best of my knowledge, that the materials of construction and sizes of manufactured items, if any, are stated correctly hereon" "To the City of College Station: I hereby attest that I am familiar with the approved drainage plan and associated construction drawings and furthermore, attest that the drainage facilities have been constructed within dimensional tolerances prescribed by the Bryan & College Station Unified Stormwater Design Guidelines and in accordance with the approved construction plans or amendments thereto approved by the City of College Station:" =� ' Licensed Professional En ineer Deven L. Doyen, P.E. State of Texas No. 109835 r tr /1 � S I 00 N 04 1 1 1 \ \ -�.•: THE SEAL APPEARING ON THIS . DOCUMENT WAS AUTHORIZED BY Schultz Engineering, DEVEN L. DOYEN, P.E., LICENSE N0. 109835 2730 Longmire, Suite A DECEMBER 8, 2014 College Station, Texas 77845 RECORD DRAWING 979.764.3900 - TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-336 DECEMBER 2014 / OF / ........... ' DEVEN L DOYEN .. ................... 109835 A,0 4 FIRM # 12327 1 SCHULTZ ENGINEERING, LLC. CAP ROCK CROSSING LOT lA-R, LOT 3R5 & COMMON AREA 2, BLOCK 3 DETENTION POND COLLEGE STATION, TEXAS CONCRETE 3b SET -50 FL ' 30' HDPE PIPE _ ��_,�....-.-• t O O.SO7G SLOPE ■ .-r DOWN )ME ENDS) CONCRETE SET. 4H:1V & CONCRETE RIPRAP �_M__----- ZI, W INSET A z FPS: SHALL MATCH POND O L EXTEND TO POND CONCRETE FLUME DETAIL ;- N.T.S. CONCRETE POND BOTTOM i FL = 299.5 50 LF 30" HDPE PIPE 9 0 50% SLOPE 00 YR PLUGGED 50, WS ELEV.�303.90' 4 4 TOP OF POND 304.40' 1 ELEV.e303.45' POND OVERFLOW SPILLWAY TOP OF SPILLWAY ELEV=303.45' & 10 5 0 10 SCALE IN FEET rOLD ARRINGTON ROAD �STIN OF-\ / PAVEMENT EXISTING 12' t 1' WATER LINE i ASSUMED 3' COVER _FL 289.25 FL - 299.23 POND CROSS SECTION AT OUTFALL DETAIL TOP OF BERM ELEV=304.40' POND BOTTOM TYPICAL POND BERM DETAIL 36' CMP CULVERT PIPES EXISTING GROUND TIE-IN 1MIN. TCH EXISTING 4' THICK SLOPE OF DITCH CONCRETE MITER END OF PIPE TO NON — MATCH EXISTING STRUCTURAL 1 STRUCTURAL PAVEMENT SLOPE / BACKFILL SACKFILL STRUCTURE EDGE OF EXISTING CLEAN, EXCAVATED MATERIAL I PER PAYING ^ i ROADWAY BACKFILLED AND COMPACTED NG TO PLAN CEO -TECHNICAL CEO-TECHNACCORDIAL REPORT TYPICAL DRAIN PIPE ' " END TREATMENT - PROFILE N.t& PIPE CONCRETE O.D. CENTERLINE OF' DITCH ♦ J S f ' TYPICAL 11RAIN PIPE END TREATMENT --PLAN N.T.S. ING PROJECTING CULVERT PIPE COMPACTED CEMENT STABI- °040°° LIZED SAND, 1Y2 SACK/CY oo°o PUGMILL ONLY. SPADE BY 12" MIN °oo°o °o'o o LIFTS INTO PLACE. TO FILL ALL VOIDS AROUND PIPE. o . o0o MANUALLY CONSOLIDATE AT OPTIMUM MOISTURE. o PIPE O.D. 0 0° °o e °o - COMPACTED CEMENT STABI- (6' MIN) o 0 o PIPE UZED SAND 14 SACK/CY, PUGMILL ONLY. SPADE Si LIFTS INTO PLACE, TO FILL ALL VOIDS AROUND PIPE. THE TRENCH BOTTOM SHALL BE MANUALLY CONSOLIDATE AT GRADED SO AS TO PROVIDE UNIFORM 12' MIN, OPTIMUM MOISTURE. AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES *ALL HDPE PIPE SHALL BE BACKFILLED WITH STRUCTURAL BACKFILL. BEDDING ANDAND TRENCH BACKFILLBACKFILL DETAIL FOR HDPE & RCP STORM PIPE N.T.S. DETENTION POND PLAN SCALE VERTICAL N/A HORIZONTAL 1 "=30` PLOTTING SCALE: 1:1 FILE NAME: 14-336 SHEET ?7- c.) c: 0 W N ao 6 o* C3 ow -Lj Z Ld _j GO W. 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