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N o ' � .`iiii I 01... a • I Ir 1 �� I ' I I 1 . ! . 1 ' 160 Wd 55 +1-9 1109 /11/9 2.2'1013 I°W3\91 asogdAIUPd ,,,, \U.110IdAb PAao°Id 1 'oW \os -9 1La000 aosuana1sU1 s7oaro,3 Pool'\ H 40�MC�GD p0ID A 0 D D UFK FLF P ILL% [@[Lao �[�4 D A 0 0 -LF1 L .0 W 0 U\YLQ nMBOO M4C� �LQG3� ID ED C�� GG�[�CM�'] gc� Lfij VICINITY MAP SCALE: i^=2oo0' Prepared By.- Walter y: Walter P Moore 1301 McKinney, Suite 1100 Houston, Texas 77010 DECEMBER 2010 Y) PAGE C1.0 C2.0 v DESCRIPTION COVER SHEET GENERAL NOTES C3.0- PRELIMINARY PLAT C4.0 C4.1 EROSION CONTROL PLANS EROSION CONTROL DETAILS C5.0 CIVIL SITE OVERALL UTILITY PLAN , C5.1 SANITARY SEWER S-1 PLAN & PROFILE C5.3 SANITARY SEWER S-2 PLAN & PROFILE C5.4 WATER LINE W-1 PLAN & PROFILE 1 ,C5,5 WATER IN — PLA &PROFILE T6 DMIMa C6.1 DETAILS C6.2 DETAILS "I, , GENERAL CONTRACTOR FOR TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE ACTUALLY BUILT THAT 1 SHOWN SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED GEMS, IF ANY ARE STATED CORRECTLY HEREON." MPRO GENERAL CONTRACTOR vo WALTER P MOORE WALTER P. MOORE AND ASSOCIATES, INO. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEGAS PROJECT NAME TOWER. POIN INFRASTRUCTUR PLANS FOI PHASE 12, LOT 1-3, BLOCK IN ASSOCIATION WITH WDC EIDER DE E- LOPMENT COU--ORATIO , 520 POST OAK- BOULEVARD: SUITE 850 HOUSTON, TEXAS. 77027 PHONE: 713-623-0188 FAX: 713-623-0178 Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1656 or Q,,��••OF•• T��'`�j ••:��,' .' :............. .....:'.,, KEVIN P. S LL VAN / A � io�3a1Z* G NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY HIS REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-05040-12 DATE 03-21-2011 SHEET TITLE COVER SHEET SHEET NU cimo 4,Ck9/,1 f Copyright © 2011 WALTER P. MOORE AND ASSOCIATES, INC. �/. _IGHW_�..,�... ...._...� .....�.,.._ .. _. _.,...__W... ........ 1. THIS PROJECT IS SUBJECT TO ENVIRONMENTAL PROTECTION AGENCY (EPA) NATIONAL POLLUTION DICHARGE ELIMTNATIONAL SYSTEM (NPDES) CONSTRUCTION STORM WATER DISCHAIRGE REGULATIONS AND REQUIREMENTS. THE CONTRACTOR WILL BE REQUIRED TO EXECUTE A NOTICE OF INTENT AND IMPLEMENT THE PDLLUTION PREVENTION PLAN INCLUDED IN THE CONTRACT DOCUMENT AND COMPLY WITH ALL REPORTING AND INSPECTION REGUIREME TS SET FORTH IN THE NPDES REGULATIONS. 2. REINFORCED SILT FENCES AND INLET PROTECTION TO BE PROVIDED DURING CONSTRUCTION OF THIS PROJECT, AND REMOVED UPON CONSTRUCTION COMPLETION (SEE SPECS. AND DETAILS). 3. CONTRACTOR TO PROVIDE STABILIZED CONSTRUCTION EXIT PER DETAIL AT ALL POINTS OF EGRESS DURING CONSTRUCTION. 4. PRIOR TO REMOVAL OF EROSION CONTROL DEVICES, ALL AREAS DISTURBED ARE TO BE HYDRO -MULCH SEEDED I(APPROX 32 ACRES) 5. CONSTRUCTED EXITS ALONG HIGHWAYS SHALLINOT BE USED UNTIL TXDOT PERMITS ARE APPROVED 6. ANY EXCESS SPOILS NEED TO BE PLACED IN'ACCORDANCE WITH THE MASTER GRADING PLAN V SCALE: 1 "=60' 11, GENERAL TOWER POINT INFRASTRUCTURE DEVELOPMENT, CE IMPROVEMENTS SHOWN ON THIS SHEET WERE ACI SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, OF CONSTRUCTION AND SIZES OF MANUFACTURED STATED CORRECTLY HEREON." TRACTOR FOR THAT THE Y BUILT, AND THAT .ON. I HEREBY THE MATERIALS IS. IF ANY ARE ►Tt mlMIMI i:a►�[�7� WALTER P. MOORE AND ASSOCIATES, 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.830.7300 FAX: 713.830.7; HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VI PROJECT NAME TOWER POINT INFRASTRUCTURE PLANS FOR PHASE 12, LOT S 1-35 BLOCK�2 - --------- - CO.ORAT 520 POST OAK BOULEV SUITE 850 HOUSTON, TEXAS 7702' PHONE: 713-623-0188 FAX: 713-623-0178 Walter P. Moore and Associates, Inc. TBPE Firm Registration Na. 1856 U- �a 3v1 NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY LEGEND � REVIEWED BY � RFB =*m REINFORCED FILTER FABRIC DRAWN BY BARRIER (RE: 4/C6.1) BP PROJECT NUMBER SC NSTR � CTION EXIT REBI4/C6.� IP INLET PROTECTION NOT S 1. SEDIMENT AND EROSION CONTROLS INCLUDING PEON—STORMWATER DISCHARGES SHALL BE AS PER THE SPECIFICATIONS. 11 11, GENERAL TOWER POINT INFRASTRUCTURE DEVELOPMENT, CE IMPROVEMENTS SHOWN ON THIS SHEET WERE ACI SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, OF CONSTRUCTION AND SIZES OF MANUFACTURED STATED CORRECTLY HEREON." TRACTOR FOR THAT THE Y BUILT, AND THAT .ON. I HEREBY THE MATERIALS IS. IF ANY ARE ►Tt mlMIMI i:a►�[�7� WALTER P. MOORE AND ASSOCIATES, 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.830.7300 FAX: 713.830.7; HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VI PROJECT NAME TOWER POINT INFRASTRUCTURE PLANS FOR PHASE 12, LOT S 1-35 BLOCK�2 - --------- - CO.ORAT 520 POST OAK BOULEV SUITE 850 HOUSTON, TEXAS 7702' PHONE: 713-623-0188 FAX: 713-623-0178 Walter P. Moore and Associates, Inc. TBPE Firm Registration Na. 1856 U- �a 3v1 NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY HG REVIEWED BY ISS DRAWN BY BP PROJECT NUMBER 23-05040-12 DATE 03-21-2011 SHEET TITLE EROSION CONTROL PLAN SHEET NUfFKi�r°"'++�r+"'�e+� C4mO Copyrtght © 2011 WALTER P. MOORE AND ASSOCIATES, r '1111...^ ..._ ,,.. «...._....._ ._.. _.. «...,� _ _ ,.. ... _...,.__._.. �_..... ..... ..... W..... _1111. _..«-.«........ w ...._.._.. :. .......... .....� . ....,.,.. _., __1111.._,...,..�......._.,.._......._. ,_1.111_. ....... . ................u.-..... _ _. w _ _. » _ ..._ 1111__...__... ...... ......... _ __.......-................._1,111.._ ...__ ..,_. .. ......... _...,...... _.......... ......_.......... ._..». __. ........_._..... W..._... ....... ..,........... _ ....,,. ........ 1111... 1111, t _ ,............J �............ 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EASEMENT _...... ................ ._.._.--- 1jRS� ~f � { { �f` \ , j •. ` •,.. � « _... .. .. .. 1111 _.. _..»_ _1111... �.. _... _....._......»..._ _1111.. «.. _1111._.»..._ _......... � ' / r f Jjl i f j f I...111.. , _ � •_ •_ 1111 _.. _........ »1111_.._. ........ _1111._ 1_111._ ,....... � /'f I, �M. ~'+. - ... _ ;1-4-' ✓�;�."� y SCALE: 1 "=60' 1 GENERAL CONTRACTOR FOR '��"'� , TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY r J CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE __------. � STATED CORRECTLY HEREON:' ; mfr ` • �/ r t } t GENERAL CONTRACTOR - II WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713, 630.7300 FAX: 713.630, 7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEG/ PROJECT NAME TOWER POIN' INFRASTRUCTURI PLANS FOf PHASE 12, LOT; 1-3, BLOCK. Waiter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 OF 1� .................. ........ / KEVIN P. S UVAN �0.. .. .......�i/ 1 4 9 11t.� . �c •: SV G� 1 � A NO, DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DRAWN BY BP PROJECT NUMBER 23-05040-12 DATE 03-21-2011 SHEET TITLE CIVIL SITE OVERALL UTILITY PLAN SHEET NU C5.0 Copyright © 2011 WALTER P. MOORE AND ASSOCIATES, • t,✓ I I (4 ........ .......:3��y...........................................,.. .................. ..� ? ° _. € ..... .� .... ...... .. PROP 109'-8" PVC I SAN SWR (SDR 26) I �� 0 0.59% { 0.----•-� ; . ..........................................................,w............................................................ ....,........WOO .......... .a.... ...... ...... ...,...........r _ 1 PROP SAN DROP MH 1 _� ...."�`.::.........................................' C6. RIM269.79 STA.10+00.00 ti FL8"(SE)255.36 EXIST. FL27"IN(SW)250.92 1 ........... EXIST. FL27.OUT....IN(NE)25 .823 �"��'�; 3' ? rev, .,e • I _ ........... 44 .. EXISTING SANITAR f W ___SEWER I I { CITY OF COLLEGE1 STATION, _....... TEXAS 20' WIDE ASEMENT j' ..............._w..�...._._. VOL. 4328, PG.16i4 :....... ..._....._.o,�_.z�, v' cam' � ; 10+00 fie ; 80' ROW Iw 4' EXISTING SIDEWALK I 84LF OF 16"13&4%,L-', EXISTING 1 ENCAS r �.' PIP 6, C200;" K i Ir - B) _j ;t d Edge of Pavement { (' 1 5 00 BF Curve Number C� Storm Sewer/MH Z O CC Go Cr Sanitary Sewer/MH/Cleanout Q —()-----n Water Line/Fire Hydrant/Valve t 11+00 lb� i kc— E" _PROPOSED 15 WIDE PUBLIC a r E `"UTILITY EASEMENT r�e� f -..-PROPOSED 20' WIDE PU81- --- "� ACCESS EASEMENT AND P0 C UTILITY EASEMENT s 3 'E WATER UNE, W-2 ' (RE:SHEET C5.4) 7 PROP 127'-8" PVC SAN SWR (SDR 26) 00.44% 3 ........ _.... . . F ; [ PROP SAN MH—A RIM269.18 _- 11+ 18.93 80"(SE)256.10 1 "FLB"(NW)256.00 .... PROPOSED 15' WIDE PUBLIC .I I I __..........------ -- ..... _... _.. U11UTY EASEMENT II I I...._ 'k SANITARY SEWER, S-2 (RE:SHEET C5.3) / N .2. 0 - ,IA.1Lt40.49 b-1 -- 10+00.00 S-2 FL8"(SE)256.76 _. _FL8"(NE)256.76 FL8"(NW)256.66 12+00 WATER UNE, W-1--1 ^-----..(RE:SHEET C5.5) v k.Lnn z 0 D z H z 0 U O U. N td W W co W W co 4 7 1 Gn 10+00 11+00 12+00 13+00 I 13+50 z 0 a z z 0 0 U. N Ld F— W W co W W C0 SCALE: HORIZ. 1 =20' VERT. 1 711--2 ' LEGEND EXISTING PROPOSED Curb REVIEWED BY Edge of Pavement K,< (' R.O.W. BF Curve Number C� Storm Sewer/MH DATE Curb Inlet/ Grate Inlet 03-21-2011 n m Sanitary Sewer/MH/Cleanout --0— —()-----n Water Line/Fire Hydrant/Valve -- Gas ..• .�.�....�� Electric --�-- •• ��..� STRUCTURAL FILL (RE: 6/C6.0) MCI. -0 0011111111111111111 Fence Slope Top of Pavement +� TP 42.25 Top of Sidewalk +�,° TW 42.25 Finished Grade +`� Utica FG 42.25 Top o_ f Grate +'�°� TG 42.25 Flow Line E FL 42.25 ENE1111 MCI 5 Detail Sheet Number EN E. r: 1 41 Apo lip MIN I' NP -1 P91 0000000 NNOMMEN MEN 000001M.-.1" W4 MENNEN E I IMEN 51 No 01111MENEEMENEEN 1110 NE01111111111111111 01 N No, 110MENNNOMMEN NEENEENEENE 111M Eel M111MENNO Sol 0001111111111111111 NEI MEN oil 00111 MEMO- N�NNNNMNNIII 01 OMMO 0111100 FiALUMENNE Mill 0011111 9 Ar MCA 0,2616 low, 6011 I MININNE! E111111111111111111 E 0 MEN LN Now mmm��E E�m MENEEN11000 10M NOEL MEMENOM MENEENE OMEN 000� E��EEMEEEEM MEN E 0 0 a ONE MENEEMEN 0 EEEEE�m No moll NOON E 100000 10+00 11+00 12+00 13+00 I 13+50 z 0 a z z 0 0 U. N Ld F— W W co W W C0 SCALE: HORIZ. 1 =20' VERT. 1 711--2 ' LEGEND I NOTES ALL STEEL ENCASEMENT PIPES ARE 3/8'1 MIN. PIPE THICKNESS. I O2 A DRY MECHANICAL BORE IS REQUIRED IN ACCORDANCE WITH SPEC 31 78 00. 1 11 1► , GENERAL CONTRACTOR FOR TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE STATED CORRECTLY HEREON." GENERAL CONTRACTOR WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKiNNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.830.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEDA' PROJECT NAME TOWER POIN INFRASTRUCTUR PLANS FO PHASE 12, LOT 1-3, BLOCK Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 ;,� ..OF••: +' AW,� .•• .F i*• •'/ �j KEVIN ... .. IVAN ...� •� 1024 9 :��i o . V lot gvz NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY EXISTING PROPOSED Curb REVIEWED BY Edge of Pavement K,< (' R.O.W. BF Curve Number C� Storm Sewer/MH DATE Curb Inlet/ Grate Inlet 03-21-2011 n m Sanitary Sewer/MH/Cleanout --0— —()-----n Water Line/Fire Hydrant/Valve -- Gas ..• .�.�....�� Electric --�-- •• ��..� Phone Fence Slope Top of Pavement +� TP 42.25 Top of Sidewalk +�,° TW 42.25 Finished Grade +`� Utica FG 42.25 Top o_ f Grate +'�°� TG 42.25 Flow Line +' FL 42.25 Detail Number 5 Detail Sheet Number �) C5.0 I NOTES ALL STEEL ENCASEMENT PIPES ARE 3/8'1 MIN. PIPE THICKNESS. I O2 A DRY MECHANICAL BORE IS REQUIRED IN ACCORDANCE WITH SPEC 31 78 00. 1 11 1► , GENERAL CONTRACTOR FOR TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE STATED CORRECTLY HEREON." GENERAL CONTRACTOR WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKiNNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.830.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEDA' PROJECT NAME TOWER POIN INFRASTRUCTUR PLANS FO PHASE 12, LOT 1-3, BLOCK Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 ;,� ..OF••: +' AW,� .•• .F i*• •'/ �j KEVIN ... .. IVAN ...� •� 1024 9 :��i o . V lot gvz NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY HG REVIEWED BY K,< DRAWN BY BF PROJECT NUMBER 23-05040-12 DATE 03-21-2011 SHEET TITLE SANITARY SEWER S-1 PLAN & PROFILE SHEET NU '�/'"y�'""y�—•1 C5ml Coovdaht n 2{)11 WALTFR P- MnnRP ANn ncanrti rce im, STA. 14+77.98 FL8"(NE)258.08 FL8"(NW)257.98 15+00 LEGEND -WATER UNE WL-` 1 RALZLOT2 8" - + CONNECTION � ® PROPOSED `+ (RE: SHEET C5.4) ' (ONE FULL JOINT) ., STA:14+85.62 ' 1 -CLEANOUT STUB FL258.15 — — C1 Storm Sewer/MH •---�----! / Curb Inlet/Grate Inlet PROP 108,-8' PVC 0 (, —0— -- -- SWR (SDR 26) / V Gas 0 0.44% Electric --- •• EME Phone Fence Slope LL Top of Pavement +� TP 42.25 td TW 42.25 _.,.......... ...__...._............ ._.._....... . , FG 42.25 Top of Grate +'�°� 2') frf �7 Z ,i ■ W FL 42.25 PRG SAN 1wIH-0 W Detail Sheet Number - -- 6• t,RIM266.07 STA.14+06.87 , C0 -'' FL8"(SE)257.67 FL8"(NW)257.57 AtPROP �T 1 108',-8" PVC . SAN SWR (SDR 26) 0 0.44% 13+50 14+00 STA. 14+77.98 FL8"(NE)258.08 FL8"(NW)257.98 15+00 13+50 14+00 15+00 SCALE: HORIZ. 117=20' VERT. 1' "=2' LEGEND EXISTING PROPOSED Curb Edge of Pavement R.O.W. -- Curve Number — — C1 Storm Sewer/MH •---�----! ----0"— Curb Inlet/Grate Inlet Sanitary Sewer/MH/Cleanout (, —0— Water Line/Fire Hydrant/Valve -- Gas Electric --- •• EME Phone Fence Slope Top of Pavement +� TP 42.25 Top of Sidewalk +' TW 42.25 Finished Grade +� FG 42.25 Top of Grate +'�°� TG 42.25 Flow Line +� FL 42.25 Detail Number5 Detail Sheet Number C5.0 ffi��EEEE lhlKmi423 MEIN- NEEEE�m ■=iii �■111■■■■N��■i■■■ ■_■ ■11■■■■ ■■_� =��1�■111■■■p ■=���■111■■■■■■11■■■ �_■ E��Em MENEM 0000000��E �=■■fig ■■■ ■�����■ ■■■■_� ■■■■■-� i=iiiii■�i■i� 13+50 14+00 15+00 SCALE: HORIZ. 117=20' VERT. 1' "=2' WALTER P MOOR WALTER P. MOORE AND ASSOCIATES, IND. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEC PROJECT NAME TOWER POIN INFRASTRUCTUR Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 ............................. / / KEVIN P. SULLI' / -0 • 10241 At NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY HG REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-05040-12 GENERAL CONTRACTOR FOR DATE TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE 03-21-2011 IMPROVEMENTS SHOWN ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY SHEET TITLE CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE SANITARY SEWER S-1 STATED CORRECTLY HEREON." PLAN &PROFILE SHEET NU GENERAL CONTRACTOR �� C5.2 Copyright © 2011 WALTER R MOORE AND ASSOCIATES, LEGEND EXISTING PROPOSED Curb Edge of Pavement R.O.W. -- Curve Number — — C1 Storm Sewer/MH •---�----! ----0"— Curb Inlet/Grate Inlet Sanitary Sewer/MH/Cleanout (, —0— Water Line/Fire Hydrant/Valve -- Gas Electric --- •• ••� Phone Fence Slope Top of Pavement +� TP 42.25 Top of Sidewalk +' TW 42.25 Finished Grade +� FG 42.25 Top of Grate +'�°� TG 42.25 Flow Line +� FL 42.25 Detail Number5 Detail Sheet Number C5.0 WALTER P MOOR WALTER P. MOORE AND ASSOCIATES, IND. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEC PROJECT NAME TOWER POIN INFRASTRUCTUR Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 ............................. / / KEVIN P. SULLI' / -0 • 10241 At NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY HG REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-05040-12 GENERAL CONTRACTOR FOR DATE TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE 03-21-2011 IMPROVEMENTS SHOWN ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY SHEET TITLE CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE SANITARY SEWER S-1 STATED CORRECTLY HEREON." PLAN &PROFILE SHEET NU GENERAL CONTRACTOR �� C5.2 Copyright © 2011 WALTER R MOORE AND ASSOCIATES, U U Cd E 5IA.1 UtVU.ii / R8-(SE)257.06 n e"/miAnco ne • ffJ/jj1 ` 7 PROP 45'N88 PVC _ USAN SWR (SDR 26) 0.44% je 3 !r t 1 10+00 LOT 3 8" LATERAL CONNECTION (ONE FULL JOINT) STA:10+90.87 1—CLEANOLIT ' STUB FL257.26, 11+00 SCALE: HORIZ. 1" I2C VERT. 1 " =2, 1400 WALTER P MOORE WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEGAS PROJECT NAME TOWER POIN INFRASTRUCTUR PLANS FOR PHASE 12, LOTS 1-3, BLOCK IN ASSOCIATION WITH WDC WEINER DEVELOPMENT CORPORATION 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 FAX: 713-623-0178 Waiter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 E••O F •TFe� ..,�P .• ••. +,yeti i � ?• �'s • fit/ .:.......................... •KEVIN P�SULLIVAN ••� 1024 �.. i013a1 yoN NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011. CITY COMMENTS 04-12-2011 CITY COMMENTS LEGEND DESIGNED BY EXISTING PROPOSED Ht Curb �� �.... Edge of Pavement K R.O. W. Curve Number ------ -- -- — — Storm Sewer/ MHAk II BI Curb Inlet/Grate Inlet r-1 r" Sanitary Sewer/MH/Cleanout 23-05040-1. Water Line/Fire Hydrant/Valve ----—�- CONTRACTOR FOR DATE Gas ... THAT THE 03-21-201 Electric • BUILT, AND THAT Phone ._ _..� SHEET TITLE CERTIFY THAT TO THE BEST OF Fence �� 1� OF CONSTRUCTION AND SIZES OF MANUFACTURED Slope �, ,� SEWER S-2 .,.-- Top of Pavement � TP 42.25 Top of Sidewalk + TW 42.25 Finished Grade +� , FG 42.25 Top of Grate + TG 42.25 Flow Line +`�'' FL 42.25 1400 WALTER P MOORE WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEGAS PROJECT NAME TOWER POIN INFRASTRUCTUR PLANS FOR PHASE 12, LOTS 1-3, BLOCK IN ASSOCIATION WITH WDC WEINER DEVELOPMENT CORPORATION 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 FAX: 713-623-0178 Waiter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 E••O F •TFe� ..,�P .• ••. +,yeti i � ?• �'s • fit/ .:.......................... •KEVIN P�SULLIVAN ••� 1024 �.. i013a1 yoN NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011. CITY COMMENTS 04-12-2011 CITY COMMENTS DESIGNED BY Ht REVIEWED BY K DRAWN BY BI PROJECT NUMBER 23-05040-1. CONTRACTOR FOR DATE TOWER POINT INFRASTRUCTURE .,GENERAL DEVELOPMENT, CERTIFY THAT THE 03-21-201 IMPROVEMENTS SHOWN ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY SHEET TITLE CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE SANITARY SEWER S-2 STATED CORRECTLY HEREON." PLAN & PROFILE SHEET NU , "NA ■■■■II����11 ■moi■■N=� ■■■■U ■■Ili ■Bt■■■■ =N MEN MOEN ��N NONE !a 1400 WALTER P MOORE WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEGAS PROJECT NAME TOWER POIN INFRASTRUCTUR PLANS FOR PHASE 12, LOTS 1-3, BLOCK IN ASSOCIATION WITH WDC WEINER DEVELOPMENT CORPORATION 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 FAX: 713-623-0178 Waiter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 E••O F •TFe� ..,�P .• ••. +,yeti i � ?• �'s • fit/ .:.......................... •KEVIN P�SULLIVAN ••� 1024 �.. i013a1 yoN NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011. CITY COMMENTS 04-12-2011 CITY COMMENTS GENERAL CONTRACTOR C5m3 Copyright © 2011 WALTER P. MOORE AND ASSOCIATES, �I il' DESIGNED BY Ht REVIEWED BY K DRAWN BY BI PROJECT NUMBER 23-05040-1. CONTRACTOR FOR DATE TOWER POINT INFRASTRUCTURE .,GENERAL DEVELOPMENT, CERTIFY THAT THE 03-21-201 IMPROVEMENTS SHOWN ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY SHEET TITLE CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE SANITARY SEWER S-2 STATED CORRECTLY HEREON." PLAN & PROFILE SHEET NU , GENERAL CONTRACTOR C5m3 Copyright © 2011 WALTER P. MOORE AND ASSOCIATES, �I il' ` I (AWWA C�91) ' 1 f` (GRADE B) 80 R.O.W aA; EXIST 12" PVC WL STA:10+78.47 — EXIST 12" ` IE PVA WL ti.f, 4' ~EXSTI SIDEWALK =' (A. 10+00.06 WL -1 --8 PV 2'X8' TS&V W/ )S WIDE PUBLIC t )Spy Q; STA. 12+63.81 WL -1 STA. 10+61.26 WL -2 8"X6" CROSS 1-8" GATE VALVE & BOX 2—In GA7 VALVE & BOXES -\,, I II t �— r.U' I............ __._........_._ . _ 6° PVC C-900 15LF , r ! .SERVICE STUB W/CAP F tES r 3' f rJ---••-i� :............................ _.............. _... w...... rr ��% f� ...............__. I ( STA:12+12.15 1-11.25' BEND I MORE IMMOMMOMM am { '`�- -..�,, __�• MERE ,\ ^ STA:12 x.79?ibz t�-�`�' 1-11.25' BEND` } 10 WATER LINE RAP & f PROPOSED 20' WIDE PUBLIC f .ACCESS EASEMENT AND i� I t PUBLIC UTILITY EASEMENT F i __ ._.._ _ i { �......._.. _._....__. I i PROPOSED 15' WIDE PUBLIC ' __.___...._W._.._ _._........_.4 4 � ;OD"UTILITY EASEMENT ' _ ! r .......................................... r�� 5LF PVC c- WATER LIN E • PVC C— 1 E` W/ 8MIL POLE & ;SERVICE STUB W/CAP T ��.._... __._.____ LOCATOR WIRE .............. i ffiu ! n F1-11.25' BEND q .. STA:13+35.45 1-11.25 BEND )P SANITARY SEWER S-1) SHEET C5;1 & C5.2) rI a I SCALE: HORIZ. 1 "=20' VERT. 1 `=2' LEGEND Curb Edge of Pavement R.O.W.- EXISTING I PROPOSED -I 4+50 Curve Number 8' PVC C-900 SERVICE 0 STUB W/CAP \ -4 14+00 1 30 i 0--�-— i G•rr Water Line/Fire Hydrant/Valve STA:13+96.55 —22.5' BEND i :f Electric • - "�� i 0 N 11 W I SCALE: HORIZ. 1 "=20' VERT. 1 `=2' LEGEND Curb Edge of Pavement R.O.W.- EXISTING I PROPOSED -I 4+50 Curve Number 0 Storm Sewer/MH Curb Inlet/Grate Inlet Sanitary Sewer/MH/Cleanout 0--�-— ..... �� Water Line/Fire Hydrant/Valve Gas Electric • - "�� Phone 0 N 11 W Fence �,� 1% Slope',,, Top of Pavement +�°,� -"—' TP 42.25 Top of Sidewalk + 0 TW 42.25 Finished Grade �o� FG 42.25 Top of Grate + ��,• TG 42.25 Flow Line a' FL 42.25 Detail Number 5 Detail Sheet Number 270 268 C5.0 i NOTES: �� 10 ALL STEEL ENCASEMENT PIPES ARE 3/8' MIN. PIPE THICKNESS. 10+00 11+00 12+00 13+00 14+UU -I 4+50 R.O.W N n +, .—i' S2 00 �- N o w....._ . _...... ..... , JJ 0 N 11 W STRUCTURAL RLL (RE: 6/C6.0) 272 272 :_.......... 80' 270 268 270 268 .......:_ �; .. _- j'_.... ;_....._. _ I : i i XIST. C RAD -"r o CL .. i 3. 266 _. ..:. 266 MEMO tz i W/ C 8MIL F 900 OLYW TER LNE & L OCATOFWIRE 264 264171 MORE's MEME RE "M--AMN .. WAININIIIAIMWM I 0, r PRO 8" ROD EMERNOW ft STA:4+30. TOP 1OF PIT 0 262 262 EXI 12'1WL BORE STEEL AWWA (GRAD 3T. B4LF CF ENCAS C200-91) B) 16'I ENT PIPENft MOMEEMEER .. EL=2 — 260 260 258 (SEE WATER UNE 258 I i 256 256 11+00 12+00 254 0 254 13+00 14+00 14+50 �n�nn ,•: s� .-, CL 0 T 0 N - CO V 0 Q2 A DRY MECHANICAL BORE IS REQUIRED IN ACCORDANCE WITH SPEC 31 78 00. c: GENE (AAL CONTRACTOR FOR TOWER POINT INFRASTRUCTURE DEVELOPMENT, ICER11FY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE STATED CORRECTLY HEREON." GENERAL CONTRACTOR WALTER P MOORE WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.830.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA nR1 ANnn KANSAS CITY AUSTIN LOS ANGELES LAS VEGAS PROJECT NAME TOWE INFRASTRUCTURE PLANS FOR PHASE 12, LOTS 1-3, BLOCK 2 IN ASSOCIATION WITH D C WEINER DEVELOPMENT CORPORATION 520 PAST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188 FAX: 713-623--0178 Walter P. Moore and Associates, Inc. TBPE Finn Registration No. 1856 NO. DATE REVISION Kvr to1-0 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY HG REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-05040-12 DATE 03-21-2011 SHEET TITLE WATER LINE PLAN & PROFILE SHEET NU C5.4 Copyright © 2011 WALTER P. MOORE AND ASSOCIATES, INC. !•, t Ff ......................_..._..._....SANITAIiY S Ef�.tS_Z � :r..W.�...�. _�. (RE:.._SHEET...q.5.3 ............... w 6 PVC C-900 WATER LINE W/8MIL POLYWRAP & , .< 6 .`'LOCATOR WIRE: , I 1 +00 j I b WATER LINEWL- STA. 12+63.81 WL -1 /C�t) STA. 10+61.26 WL-2� 8"X6 CROS) 1-8 GATE VALVE & BOX w 2-6 _GATE VALVE & BOXES - jT 10+00 11+00 11+50 = 10+00 CL 0 C6 GV v 0 1 1+00 11 +50 SCALE: HORIZ. 1"=20' VERT. 1 "=2' LEGEND EXISTING PROPOSED Curb Edge of Pavement R.O.W. Curve Number – – – – C1 Storm Sewer/MH---- Curb Inlet/Grate Inlet r–t Sanitary Sewer/MH/Cleanout 0------�-'O"'�� Water Line/Fire Hydrant/Valve -- Gas Electric •• �� "—'� Phone Fence Slope Top of Pavement �,�a +��� -�-1 TP 42.25 Top of Sidewalk a TW 42.25 Finished Grade� FG 42.25 Top of Grate + t,1. TG 42.25 Flow Line FL 42.25 Detail Number 5 Detail Sheet Number priq C5.0 i MEMO Rom Eff-I 11MMEMEm NEENEIIIIIIIIIIIIII R.EEMEN "1.r;2EEEEEEE N 10+00 CL 0 C6 GV v 0 1 1+00 11 +50 SCALE: HORIZ. 1"=20' VERT. 1 "=2' WALTER P MOOR WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEG PROJECT NAME TOWER POIN INFRASTRUCTUR PLANS FOR PHASE 12, LOTS 1-31 BLOCK::2 IN ASSOCIATION WITH y WEINER DENTELOPME T, CO.RPO.RATION 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 =� PHONE: 713-623-0188 FAX: 713-623-0178 Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 i P'�E.•OF•. TF��li AW,, .•• •. isem`• •.��;"•,I1 K VIN P. SU AN FYI.� �............ .........� 1024 5 AL /2 30 2a tc NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY HG REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-05040-12 ^I, , GENERAL CONTRACTOR FOR DATE TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE 03-21-12011 IMPROVEMENTS SHOWN ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY SHEET TITLE CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTJRED ITEMS, IF ANY ARE WATER LINE STATED CORRECTLY HEREON." PLAN & PROFILE SHEET NUr"'�/""�'•'O/^\ GENERAL CONTRACTOR C5x5 Copyright © 2011 WALTER P. MOORE AND ASSOCIATES, INC. LEGEND EXISTING PROPOSED Curb Edge of Pavement R.O.W. Curve Number – – – – C1 Storm Sewer/MH---- Curb Inlet/Grate Inlet r–t Sanitary Sewer/MH/Cleanout 0------�-'O"'�� Water Line/Fire Hydrant/Valve -- Gas Electric •• �� "—'� Phone Fence Slope Top of Pavement �,�a +��� -�-1 TP 42.25 Top of Sidewalk a TW 42.25 Finished Grade� FG 42.25 Top of Grate + t,1. TG 42.25 Flow Line FL 42.25 Detail Number 5 Detail Sheet Number C5.0 i WALTER P MOOR WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEG PROJECT NAME TOWER POIN INFRASTRUCTUR PLANS FOR PHASE 12, LOTS 1-31 BLOCK::2 IN ASSOCIATION WITH y WEINER DENTELOPME T, CO.RPO.RATION 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 =� PHONE: 713-623-0188 FAX: 713-623-0178 Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 i P'�E.•OF•. TF��li AW,, .•• •. isem`• •.��;"•,I1 K VIN P. SU AN FYI.� �............ .........� 1024 5 AL /2 30 2a tc NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY HG REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-05040-12 ^I, , GENERAL CONTRACTOR FOR DATE TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE 03-21-12011 IMPROVEMENTS SHOWN ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY SHEET TITLE CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTJRED ITEMS, IF ANY ARE WATER LINE STATED CORRECTLY HEREON." PLAN & PROFILE SHEET NUr"'�/""�'•'O/^\ GENERAL CONTRACTOR C5x5 Copyright © 2011 WALTER P. MOORE AND ASSOCIATES, INC. 40 20 0 40 SCALE IN FEET X \\ _ ;\ \, 20 I i wi WD LF MT RR= ROCK RIPRAP CONSTRUCTION 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 TESS: (800) 344-8377 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. 3. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. 4. PERMANENT VEGETATION WILL BE ESTABLISHED BY BROADCAST SEEDING ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2009 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER, SEWER, & STORMWATER. 6. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS. 7. INSTALL HAY BALE CHECK DAMS OR SILT FENCE BARRIERS AS SHOWN AND AS NEEDED AT CONCENTRATED FLOW LOCATIONS. 8. EXISTING TOPOGRAPHY IS BASED ON FIELD SURVEY DATA 9. SEE DETAIL SHEET SWPP FOR ALL EROSION CONTROL DETAILS. ct ;-4 r.� r i ROCK CHECK DAM TO BE INSTALLED PRIOR TO EXCAVATION 9 LEGEND 310 EXISTING CONTOUR 287 PROPOSED CONTOURS STORM SEWER PIPE WALLS SILT FENCE BARRIER ED BROAD ST S 161 ILI D FOR QMPJLAA14CE JAN It 2012 09 COLLEGE STATION ENGINEERING f KENT M. IAZA .............. M. 6592 m0z' THE SEAL APPEAR G ON THIS DOCUMENT WAS A ORIZED BY KENT M. LAZA, P.E. #65923 ON 1-16-12 PHILLIPS ENGINEERING TEXAS BOARD OF PROFESSIONAL ENGINEERS REGISTRATION # F-13130. z 3: cq 0 U) Ne' U) < M Lli Z Z -1 0 F- < 3 <� U) 0 0 W Lli -i cf) 0 0 CL z z 0 0 I— I— a_ C) y D C) 3�: U) Ld L-I 5 LLJ 0 0 ry C.) 0 Ll- 0 0 N Lu LLJ D D U) (f) U) U) 04 Lli 0 o � I a c SHEET OF 2 TOP OF-8E'Wi;= 311 TOP 0F�8ERM`= 31-1.5 41 zi -9 r _ _ \ _ Fl; -1 J NJ i i )� � J 4ui 16� Z T Z < Lo c:) oc L4 i CL c o I-- C) cr) c:) cy) L4 r.- w cc 0') 0- _j 0 X (1) 0-) LL Z am) F- c ♦ X 0 cd Z 0 cu 0 LL cn c:) 5 uj z cn C? C:) wU 75 L) CO w Z D co 0 0 0 = < SHEET OF 2 TOP OF-8E'Wi;= 311 TOP 0F�8ERM`= 31-1.5 41 zi -9 r _ _ \ _ Fl; -1 J NJ i i )� � J 4ui 16� Z 0 < z i CL 0 0- _j 0 z Z 0� o U) 0 1-- (n � I.— Z 0 5 �- z o wU Mz w Z D co 0 0 0 = < U ) W i .— F— U) 0 � < (D 0 W W w VJ oe 5 0 0 < w Lu 0 F- Z (D SHEET OF 2 TOP OF-8E'Wi;= 311 TOP 0F�8ERM`= 31-1.5 41 zi -9 r _ _ \ _ Fl; -1 J NJ i i )� � J 4ui 16� C'4 I I p € 00 n t A80'ROW Fm I 1 REMOVE EXIST. SAN MH' ; ' O 6, AND REPLACE WITH co 4 PROP SAN DROP MH -1 RIM269.34 STA.1EXI FL27-(SW)25 89 FL (SE)255.36 EXI T. 7.OUT N(NE)250 89 I CO NET TO EXISTING ; HO ` PROP 128-8" PVC w SAN SWR (SDR 26) € € ® 10.50% € ' 1 +00 _ EXISTING SANITARY SEWER el4p `9�' CITY OF COLLEGE STATION, TEXAS 20' WIDE EASEMENT VOL. 4328 PG.164 I I i 4' EXIS11NG SID ALK BORE 69LF OF 16" - STEEL ENCASEMENT P B�Qj& d l ; AWWA C200-91) 1 GRADE B) 10+00 11+00 WATER UNE W-2 (RE -.SHEET C5.4) rmn 0 D 20�t EASEMENT AND FL' SE)256.10 FL8"(NW)256.00 NEW PRE–CAST .0' DIA. MANHOLE 1T 1 POSED 15� WIDE PUBUC — UTILITY EASEMENT WATER` UNE W-1=' (RE:SHEET C5.3) 7 7LUITY POSED 15' WIDE PUBUC EASEMENT me PROP 203'-8" PVC SAN SWR (SDR 26) 0 0.44X 13+00 Z O a `Z ■ z O a:O U. N tO 0 W W W W 0) 10+00 11+00 12+00 13+00 Z 0 a D LZ Z O U O LL N to V N W W V♦ W W SCALE: HORIZ. 1 " VERT. 1 IN WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.830.7300 FAX: 713.630.7398 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEGAS PROJECT NAME TOWER POINT INFRASTRUCTURE LEGEND PLANS F EXISTING I' PROPOSED O R Curb -- -- PHASE 12, LOTS Edge of Pavement R.O.W. 13 BLOCK 2 Curve Number C1 Storm Sewer/MH IN ASSOCIATION WITH Curb Inlet/Grate Inlet Sanitary Sewer/MH/Cleanout ---x----Q---�—p Water Line/Fire Hydrant/Valve ®- ���-- Gas .-........ Electric Phone -- —�—� Fence VDC Slope •, ix WEMR Top of Pavement TP 42.25 Top of Sidewalk + TW 42.25 Finished Grade ° FG 42.25 CO"R.TIx Top of Grate + TG 42.25 520 POST OAK BOULEVARD Flow Line' +" FL 42.25 SUITE 850 Detail Nurr€ber 5 HOUSTON, TEXAS 77027 Detail Sheet Number C5.0 PHONE: 713-623-0188 FAX: 713-623-0178 f t NOTES: lO . ALL S �-EL ENCASEMENT PIPES ARE 3/8" IN. PIPE THICKNESS. Walter P. Moore and Associates, Inc. # TBPE Firm Registration No.1856 rsa Q2 A DRrf-MECHANICAL BORE IS REQUIRED IN ACCORDANCE WITH r e r ,� ����� , `OFN� T\ SPEC'31 78 00. ��P ......... .%y; � ''•mss �l � � * ............... •...•••••• / LLN fit) O.c► •.� �� U NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS "I► , GENERAL CONTRACTOR FOR TOWER POINT INFRASTRUCTURE DEVELOPWAIT, CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET � ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY. ARE STATED CORRECTLY HEREON." GENERAL CONTRACTOR 04-12-2011 CITY COMMENTS DESIGNED BY HG REVIEWED BY KS • . DRAWN BY ,yam - STRUCTURAL FILL (RE: 6/C6.0) P20 9"11 R. EM 0 MMMMM�M�M�0,1 MELM 01 W Nil"111M Oki L101000000 "_0:00MENE0110 0�00000■■SII■1 ._ SOON.� NEON� II■i�i�i��■■N■■■■��■t■ i�■��■■���.�aa��■■■1�►!■■_■0 OEM, no moo. � i■■■■vi ii■■����� �■���■a■■■���_�mail _■■■■■■■■iii moommommo� t7■■■ ■■SII■ � �■■■■1 11 �11�'MEMNON ■■■n■■■■■■■■■■■_■0 110 ILIMENEEN OEM mwm��EVINkMEN MEN 0011-100 0No mo�E�m NENNE mom No0 ME No EEib MENEM mom mom E 0 0 0 mom, 0 00��E0000mm mo� 10+00 11+00 12+00 13+00 Z 0 a D LZ Z O U O LL N to V N W W V♦ W W SCALE: HORIZ. 1 " VERT. 1 IN WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.830.7300 FAX: 713.630.7398 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEGAS PROJECT NAME TOWER POINT INFRASTRUCTURE LEGEND PLANS F EXISTING I' PROPOSED O R Curb -- -- PHASE 12, LOTS Edge of Pavement R.O.W. 13 BLOCK 2 Curve Number C1 Storm Sewer/MH IN ASSOCIATION WITH Curb Inlet/Grate Inlet Sanitary Sewer/MH/Cleanout ---x----Q---�—p Water Line/Fire Hydrant/Valve ®- ���-- Gas .-........ Electric Phone -- —�—� Fence VDC Slope •, ix WEMR Top of Pavement TP 42.25 Top of Sidewalk + TW 42.25 Finished Grade ° FG 42.25 CO"R.TIx Top of Grate + TG 42.25 520 POST OAK BOULEVARD Flow Line' +" FL 42.25 SUITE 850 Detail Nurr€ber 5 HOUSTON, TEXAS 77027 Detail Sheet Number C5.0 PHONE: 713-623-0188 FAX: 713-623-0178 f t NOTES: lO . ALL S �-EL ENCASEMENT PIPES ARE 3/8" IN. PIPE THICKNESS. Walter P. Moore and Associates, Inc. # TBPE Firm Registration No.1856 rsa Q2 A DRrf-MECHANICAL BORE IS REQUIRED IN ACCORDANCE WITH r e r ,� ����� , `OFN� T\ SPEC'31 78 00. ��P ......... .%y; � ''•mss �l � � * ............... •...•••••• / LLN fit) O.c► •.� �� U NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS "I► , GENERAL CONTRACTOR FOR TOWER POINT INFRASTRUCTURE DEVELOPWAIT, CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET � ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY. ARE STATED CORRECTLY HEREON." GENERAL CONTRACTOR 04-12-2011 CITY COMMENTS DESIGNED BY HG REVIEWED BY KS • . DRAWN BY ,yam - _ 6 Z O N a Z T O 0 O LL TM. to U ■ W W W W SEE SHEET C5.1 FOR CONTINUATION 4.0' DIA. MANHOLE PROP 20'-8" PVC SAN SWR (SDR 26) LOT 2 8" 13+00 14+00 ►L CONNECTION 15+00 Curb — - U L R.O.W. Curve Number C1 d Storm Sewer/MH ------ STRUCTURAL FILL (RE-. 6/C6.0) NONE 00000�0 Curb Inlet/Grate Inlet N Sanitary Sewer/MH/Cleanout —111111r— J Q . C a> �..� o. '�� ••� o: Phone -->�— a. 0 NONE E; 07 .. 0000001-- Top of Pavement + TP 42.25 of Top of Sidewalk + TW 4225 Finished Grade + FG 42.25 Top of Grate + TG 42.25 Flow Line FL 42.25 Z O N a Z T O 0 O LL TM. to U ■ W W W W SEE SHEET C5.1 FOR CONTINUATION 4.0' DIA. MANHOLE PROP 20'-8" PVC SAN SWR (SDR 26) LOT 2 8" 13+00 14+00 ►L CONNECTION 15+00 13+00 14+00 15+00 SCALE: HORIZ. 1 VERT. 1 LEGEND EXISTING PROPOSED Curb — - Edge of Pavement R.O.W. Curve Number C1 Storm Sewer/MH ------ STRUCTURAL FILL (RE-. 6/C6.0) NONE 00000�0 Curb Inlet/Grate Inlet Sanitary Sewer/MH/Cleanout —111111r— J Water Line/Fire Hydrant/Valve��- Gas _.. ..... �..� Electric --� • '�� ••� Phone -->�— a. 0 NONE MEN Slope 01 0000001-- Top of Pavement + TP 42.25 Top of Sidewalk + TW 4225 Finished Grade + FG 42.25 Top of Grate + TG 42.25 Flow Line FL 42.25 Detail Number ( 5 Detail Sheet Number C5.0 01 EMEMEN will �■■°■■■���n■°■iiiiiiiiiiiiiu E��Emmmmmoii L i=iiiiiiC��i��iiniiii■ii■iii= 13+00 14+00 15+00 SCALE: HORIZ. 1 VERT. 1 LEGEND EXISTING PROPOSED NOTES: 10 ALL STEEL ENCASEMENT PIPES ARE 3/8 MIN. PIPE THICKNESS. 02 A DRY MECHANICAL BORE IS REQUIRED IN ACCORDANCE WITH SPEC 31 7800. GENERAL CONTRACTOR FOR TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE CTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY( HEREON. I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE STATED CORRECTLY HEREON: ` GENERAL CONUT01 WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEGAS PROJECT NAME INFRASTRUCTUR 520 POST OAK BOULEVA SUITE 850 HOUSTON, TEXAS 7702' PHONE: 71.3-623-0188 FAX: 713-623-0178 Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 !!"'O'F * � •OF AW .9 [) s's : • �i .:.......... ......... :... / VIN P S IVAN "' I*.. `.. 41 .......�'/ ''� ....o \\ G c311P NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY HG REVIEWED BY E46 DRAWN BY BP PROJECT NUMBER 23-05040-12 DATE 03-21-2011 SHEET TITLE SANITARY SEWER PLAN & PROFILE SHEET NUMBER C5m2 Copyright © 2011 WALTER P. MOORE AND ASSOCIATES, I Curb — - Edge of Pavement R.O.W. Curve Number C1 Storm Sewer/MH ------ Curb Inlet/Grate Inlet Sanitary Sewer/MH/Cleanout —111111r— J Water Line/Fire Hydrant/Valve��- Gas _.. ..... �..� Electric --� • '�� ••� Phone -->�— Fence Slope 01 '�� Top of Pavement + TP 42.25 Top of Sidewalk + TW 4225 Finished Grade + FG 42.25 Top of Grate + TG 42.25 Flow Line FL 42.25 Detail Number ( 5 Detail Sheet Number C5.0 NOTES: 10 ALL STEEL ENCASEMENT PIPES ARE 3/8 MIN. PIPE THICKNESS. 02 A DRY MECHANICAL BORE IS REQUIRED IN ACCORDANCE WITH SPEC 31 7800. GENERAL CONTRACTOR FOR TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE CTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY( HEREON. I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE STATED CORRECTLY HEREON: ` GENERAL CONUT01 WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEGAS PROJECT NAME INFRASTRUCTUR 520 POST OAK BOULEVA SUITE 850 HOUSTON, TEXAS 7702' PHONE: 71.3-623-0188 FAX: 713-623-0178 Walter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 !!"'O'F * � •OF AW .9 [) s's : • �i .:.......... ......... :... / VIN P S IVAN "' I*.. `.. 41 .......�'/ ''� ....o \\ G c311P NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY HG REVIEWED BY E46 DRAWN BY BP PROJECT NUMBER 23-05040-12 DATE 03-21-2011 SHEET TITLE SANITARY SEWER PLAN & PROFILE SHEET NUMBER C5m2 Copyright © 2011 WALTER P. MOORE AND ASSOCIATES, I EXIST 12° PVC WL 10+00.00 WL -1 — 8" TS&V W/BOX mom -MOND wommono� 4' EXISTING i3 2 IIF 10+00 8" PVC C-900 15LF SERVICE STUB W/CAP PROPOSED 20' WIDE PUBLIC ACCESS EASEMENT AND PUBLIC UTIL HY EASEMENT 11 TTA�41 STA 10+41.31 WL -1 STA. 10+00.00 WL -2 8'X8" CROSS "3-8' GATE VALVES &BOXES SANITARY SEWER S-1 / (RE:�'SHEET C5.1 do WATER LINE W= (RE_SH C5. — — — — — T 8' PVC C-900 72LF SERVICE 5818 W/CAP 11+00 LOT 3 PROPOSED 15' WIDE PUBLIC UTILITY EASEMENT. B" PVC C-900 WATER W/ EMIL POLYWKAP *ATOR WIRE PROPOSED 15' WII UTILITY EASEMENT ZIA ILt00./9*. V!L— I INSTALL FIRE HYDRANT REQUIREFIR OW = 1500 GPM �� 1 i 1 263LF 12+00 13+00 1 0+00 1 1 +00 12+00 13+00 SCALE: HORIZ. 1 "=20' VERT. .1 "=2' LEGEND EXISTING PROPOSED Curb Edge of Pavement R.O. W. Curve Number --- -- --- - - C1 Storm Sewer/MH Curb Inlet/Grate inlet- MEMO Sanitary Sewer/MH/Cleanout - --- -1011 - -� Water Line/Fire Hydrant/Valve Gas •••---�••� Electric Electric • • — ••� Phone -- - --- -� Fence Slope�'� Top of Pavement +�*N --�— TP 42.25 Top of Sidewalk + N• TW 42.25 Finished Grade FG 42.25 Top of Grate ` +'!TG lzv 42.25 Flow Line It FL 42.25 Detail Number S Detail Sheet Number C5.0 I: =,I, Von SIC.........� ...........wig .......-won ��: �_ ■■■t■■N��I■��■H■■■■■��■■■■■CJI■t■r■■F� maim, 1 0+00 1 1 +00 12+00 13+00 SCALE: HORIZ. 1 "=20' VERT. .1 "=2' LEGEND NOTES: 1. ALL STEEL ENCASEMENT PIPES ARE 3/8" MIS PIPE THICKNESS. "I, , GENERAL CONTRACTOR FOR TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE STATED CORRECTLY HEREON." GENERAL CONTRACTOR " A m ' , 0 '1 oAm 1 WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7398 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEOAI PROJECT NAME TOWER POI INFRASTRUCTUI PLANS FOI PHASE 12, LOT 1-3, BLOCK IN ASSOCIATION WITH D C WEINE EVE-PMB "ORATO 520 POST OAK BOULEVAI SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188. FAX: 713-623-0178 Waiter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 �P . ............ X1,11 ............................ KEVIN �P L AN ,.���..��.....1 24 . ...moi k NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY HG REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-05040-12 DATE Y 03-21-2011 SHEET TITLE WATER LINE PLAN & PROFILE SHEET NUMBER C503 Copyright © 2011 WALTER P: MOORE AND ASSOCIATES, INC. EXISTING PROPOSED Curb Edge of Pavement R.O. W. Curve Number --- -- --- - - C1 Storm Sewer/MH Curb Inlet/Grate inlet- Sanitary Sewer/MH/Cleanout - --- -1011 - -� Water Line/Fire Hydrant/Valve Gas •••---�••� Electric Electric • • — ••� Phone -- - --- -� Fence Slope�'� Top of Pavement +�*N --�— TP 42.25 Top of Sidewalk + N• TW 42.25 Finished Grade FG 42.25 Top of Grate ` +'!TG lzv 42.25 Flow Line It FL 42.25 Detail Number S Detail Sheet Number C5.0 I: NOTES: 1. ALL STEEL ENCASEMENT PIPES ARE 3/8" MIS PIPE THICKNESS. "I, , GENERAL CONTRACTOR FOR TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE STATED CORRECTLY HEREON." GENERAL CONTRACTOR " A m ' , 0 '1 oAm 1 WALTER P. MOORE AND ASSOCIATES, INC. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7398 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEOAI PROJECT NAME TOWER POI INFRASTRUCTUI PLANS FOI PHASE 12, LOT 1-3, BLOCK IN ASSOCIATION WITH D C WEINE EVE-PMB "ORATO 520 POST OAK BOULEVAI SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713-623-0188. FAX: 713-623-0178 Waiter P. Moore and Associates, Inc. TBPE Firm Registration No. 1856 �P . ............ X1,11 ............................ KEVIN �P L AN ,.���..��.....1 24 . ...moi k NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY HG REVIEWED BY KS DRAWN BY BP PROJECT NUMBER 23-05040-12 DATE Y 03-21-2011 SHEET TITLE WATER LINE PLAN & PROFILE SHEET NUMBER C503 Copyright © 2011 WALTER P: MOORE AND ASSOCIATES, INC. P_ VTVV 20 0 20 40 SCALE: HORIZ. 1i VERT. 1 "=2' LEGEND EXISTING PROPOSED Curb Edge of Pavement R.O. W. — - Curve Number F 3 Storm Sewer/MH Ih � U Sanitary Sewer/MH/Cleanout 9 Q Water Line/Fire Hydrant/Valve-------t#—�'�t�' N Electric •• �� "�— 0 SfA 0+43.3 WL -1 Fence 0 VTVV 20 0 20 40 SCALE: HORIZ. 1i VERT. 1 "=2' LEGEND EXISTING PROPOSED Curb Edge of Pavement R.O. W. — - Curve Number F � Storm Sewer/MH N � =� Sanitary Sewer/MH/Cleanout 9 Water Line/Fire Hydrant/Valve-------t#—�'�t�' Gas Electric •• �� "�— 0 SfA 0+43.3 WL -1 Fence a. L 42.25 En 42.25 $'X8' CROSS 0 VTVV 20 0 20 40 SCALE: HORIZ. 1i VERT. 1 "=2' LEGEND EXISTING PROPOSED Curb Edge of Pavement R.O. W. — - Curve Number ARRINGTON RD Storm Sewer/MH i80 RO.Wa � =� Sanitary Sewer/MH/Cleanout 9 Water Line/Fire Hydrant/Valve-------t#—�'�t�' Gas Electric •• �� "�— Phone— SfA 0+43.3 WL -1 Fence STA 10+00.00 WL -2_ 42.25 En 42.25 $'X8' CROSS 0 Top of Grate +•.• TG 42.25 3-8' GATE VALVE & 42.25 ENEEMENEEME Detail Number5 (� B1 OXES C5.0 y 2 0 WATERLINE WL— _ 0+0 0+20 8' PVC C-900 72LF)\_80 IN PVC C-900 WATER UNE Mimi SERVICE STUB W/CAP I POLYWRAP & IW/BMIL 8' PVC C-900 15LF SANITARY SENDER S-1 I LOCATO WIRE SERVICE STUB W/CAP (RE:2SHEET C5.1, N Il ME -113 WA LINE W—f I RE:SHEET,C5.3) J PRO OSED 15' DE Pt IBLIC I E 1 8" PVC C -90Q WATER M ENI ( E_WfBMIL P(ILYWRM._.. I ------------- do LOCATOR WIRE ON"IME ROPES 20' WIDE NONE NEEE�ffi PUBLIC ACCESS EASEMENT ( AND PUBLIC PROPOSED 20' WIDE PUBLICI UTII.ftY EASEMENT ACCESS EASEMENT AND PUBLIC UTILITY EASEMENT h i VTVV 20 0 20 40 SCALE: HORIZ. 1i VERT. 1 "=2' LEGEND EXISTING PROPOSED Curb Edge of Pavement R.O. W. — - Curve Number — CI Storm Sewer/MH Curb Inlet/Grate Inlet �— =� Sanitary Sewer/MH/Cleanout 9 Water Line/Fire Hydrant/Valve-------t#—�'�t�' Gas Electric •• �� "�— Phone— Fence Slope >' Top of Pavement + 42.25 En 42.25 0 0 Top of Grate +•.• TG 42.25 0 Flow Line +�FL 42.25 ENEEMENEEME Detail Number5 (� Detail Sheet Number C5.0 0 IN No Mimi AMMENNEEME E N ME -113 M E ON"IME NONE NEEE�ffi MENEM MENNEN m� 00 N NONE MEN 0 ME �VAF MEN VTVV 20 0 20 40 SCALE: HORIZ. 1i VERT. 1 "=2' i NOTES: 1. ALL STEEL ENCASEMENT PIPES ARE 3/8" MIN. PIPE THICKNESS. WALTER: P MOORE WALTER P. MOORE AND ASSOCIATES, INc. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 i HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEGAS PROJECT NAME ii TOWER POINT N FRASTRUCTU-RE PLANS FOR PHASE 12, LOTS 1-3, BLOCK 2. i IN ASSOCIATION WITH i WEINER DEVELOPMENT CORPORATION 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713--623-0188 FAX: 713-623--0178 Walter P. Moore and Associates, Inc. TBPE Firm Registration No.1856 low ,�� O F ............ F It ............................. KEVIN P. S IVAN %o .... ........ 1024 9 �.._ 121 Z9I/L NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY HC REVIEWED BY K: DRAWN BY BI PROJECT NUMBER 23-05040-1: GENERAL CONTRACTOR FOR DATE TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE 03-21-201 IMPROVEMENTS SHOWN :ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SHEET TITLE SAID IMPROVEMENTS ARE SHOWN. SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE WATER LINE STATED CORRECTLY HEREON." PLAN & PROFILE SHEET NUMBER itC54GENERAL CONTRACTOR ■ Copyright © 2011. WALTER P. MOORE AND ASSOCIATES. LEGEND EXISTING PROPOSED Curb Edge of Pavement R.O. W. — - Curve Number — CI Storm Sewer/MH Curb Inlet/Grate Inlet �— =� Sanitary Sewer/MH/Cleanout 9 Water Line/Fire Hydrant/Valve-------t#—�'�t�' Gas Electric •• �� "�— Phone— Fence Slope >' Top of Pavement + 42.25 Top of Sidewalk +"� 42.25 Finished Grade +.� FG 42.25 Top of Grate +•.• TG 42.25 Flow Line +�FL 42.25 Detail Number5 (� Detail Sheet Number C5.0 i NOTES: 1. ALL STEEL ENCASEMENT PIPES ARE 3/8" MIN. PIPE THICKNESS. WALTER: P MOORE WALTER P. MOORE AND ASSOCIATES, INc. 1301 McKINNEY, SUITE 1100 HOUSTON, TEXAS 77010 PHONE: 713.630.7300 FAX: 713.630.7396 i HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY AUSTIN LOS ANGELES LAS VEGAS PROJECT NAME ii TOWER POINT N FRASTRUCTU-RE PLANS FOR PHASE 12, LOTS 1-3, BLOCK 2. i IN ASSOCIATION WITH i WEINER DEVELOPMENT CORPORATION 520 POST OAK BOULEVARD SUITE 850 HOUSTON, TEXAS 77027 PHONE: 713--623-0188 FAX: 713-623--0178 Walter P. Moore and Associates, Inc. TBPE Firm Registration No.1856 low ,�� O F ............ F It ............................. KEVIN P. S IVAN %o .... ........ 1024 9 �.._ 121 Z9I/L NO. DATE REVISION 12-17-2010 CITY SUBMITTAL 03-21-2011 CITY COMMENTS DESIGNED BY HC REVIEWED BY K: DRAWN BY BI PROJECT NUMBER 23-05040-1: GENERAL CONTRACTOR FOR DATE TOWER POINT INFRASTRUCTURE DEVELOPMENT, CERTIFY THAT THE 03-21-201 IMPROVEMENTS SHOWN :ON THIS SHEET WERE ACTUALLY BUILT, AND THAT SHEET TITLE SAID IMPROVEMENTS ARE SHOWN. SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND SIZES OF MANUFACTURED ITEMS, IF ANY ARE WATER LINE STATED CORRECTLY HEREON." PLAN & PROFILE SHEET NUMBER itC54GENERAL CONTRACTOR ■ Copyright © 2011. WALTER P. MOORE AND ASSOCIATES.