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HomeMy WebLinkAboutDrawingsW -1-LAE—AE W-12 2 z w -h 2 w - LOT 2 BLOCK 1 CT C, LTD. NED A-0 vA AE AE—A AE AE AE AE AE AE AE 2 W-121 AW-12 W -1 W-12 2 x-1-2 W-1�I- _ -- 2 -12 W-12 -12 W-12 W-12 EXISTING 12" EXISTING 12" SEWER LINE WATER LINE ROCK PRAIRIE ROAD 8- 8-S EXISTING 8" I �' SEWER LINE EXISTING i I ( 16' PUE 4966/66 I N/F CTEC, L ZONED . W-12 METES AND BOUNDS DESCRIPTION OFA 7.364 ACRE TRACT CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING LEGEND AND BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT 1I0. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING THE SAME TRACT OF LAND AS DESCRIBED BY A DEED TO CEDAR CREEK GROUP, LLC RECORDED IN 290 EXISTING CONTOUR (MAJOR) VOLUME 10307, PAGE 83 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. EXISTING CONTOUR (MINOR) PIAT BOUNDARY SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: RIGHT OF WAY DEDICATION AREA BEGINNING AT A I/Z INCH IRON ROD FOUND ON THE NORTHWEST LINE OF GRF�IiAM ROAD MARKING THE SOUTH CORNER OF LOT 10, BLOCK 1, ROCK PRAIRIE WEST — — EXISTING PROPERTY LINE BUSINESS PARK, PHASE I ACCORDING TO THE PLAT RECORDED IN VOLUME 4966, EXISTING RIGHT OF WAY PAGE 66 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. FOR REFERENCE, A V2 INCH IRON ROD FOUND MARKING THE EAST CORNER OF SAID LOT O PROPERTY CORNER 10 BEARS: N 42'48'07" E FOR A DISTANCE OF 399.47 FEET; THENCE: S 42° 27'46" W ALONG GRAHAM ROAD FOR A DISTANCE OF 616.6$ FEET — EXISTING PUBLIC UTILITY EASEMENT (DEED CALL DISTANCE - 617.67 FEET) TO A '% INCH IRON ROD FOUND MARKING THE PUBLIC ACCESS EASEMENT SOUTH CORNER OF THIS HEREIN DESCRIBED TRACT AND THE EAST CORNER OF A CALLED 5.00 ACRE TRACT OF LAND AS DESCRIBED BY A DEED TO ROBERT D. PRIVATE ACCESS EASEMENT STRAWN AND CARI L. STRAWN RECORDED IN VOLUME 3720, PAGE 257 OF THE (N I OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. FOR REFERENCE, CITY OF COLLEGE STATION GPS MON. #116 BEARS: S 34'01'11" W FORA DISTANCE OF 7657.90 00 I FEET; I THENCE: N 47° 44'43" W ALONG THE NORTHEAST LINE OF SAID 5.00 ACRERACT FOR A DISTANCE OF 517.24 FEET (DEED CALL DISTANCE - 517.10 FEET) TO A '/ INCH IRON ROD FOUND MARKING THE NORTH CORNER OF SAID 5.00 ACRE TRAC , THE I I I EAST CORNER OF LOT 3 OF SAID BLOCK 1 AND THE SOUTH CORNER OF LO" 4 OF SAID BLOCK 1; PROPOSED 8" 00 I I I N PROPOSED THENCE: N 42° 25' 59" E ALONG THE SOUTHEAST LINE OF SAID BLOCK 1 IOR A 'M2 SEWER LINE V 15 P.U.E. DISTANCE OF 623.38 FEET (PLAT CALL AND MEASURED DISTANCE, 4966/66) TO A N I J (BY SEPARATE INCH IRON ROD FOUND MARKING THE EAST CORNER OF LOT 6 OF SAID BLOCK i, INSTRUMENT) — — — THE SOUTH CORNER OF LOT 8 OF SAID BLOCK 1 AND THE WEST CORNER OF LO .9 OF W I SAID BLOCK 1; U �ui I I I THENCE: S 47° 00'02" E ALONG THE SOUTHWEST LINE OF SAID LOTS 9 AND 10 FOR A DISTANCE OF 517.58 FEET (PLAT CALL DISTANCE - 517.73 FEET) TO THE POINT OF = �L9 `'N I I I I BEGINNING CONTAINING 7.364 ACRES OF LAND, MORE OR LESS, AS SURVEYl7 D ON 00 THE GROUND MAY, 2011. SEE PLAT PREPARED MAY, 2011 FOR MORE DESCRIPTIVE i INFORMATION. IU.j PROPOSED > 15' P.U.E I , m PROPOSED 12" I SITE NOTES: (BY SEPARA im _ I WATER LINE 1. THE BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORT AS INSTRUME ) LL- rN I I I I ESTABLISHED FROM GPS OBSERVATION. 00 Cn 2. THIS TRACT IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA I ( ( ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMU ITY ' PANEL NO. 48041 CO182 C. PER LOMR #07-06-1353P, EFFECTIVE DATE ( 05-22-2008. zI BLTK1 1 I 3. THE FOLLOWING BLANKET EASEMENT APPLIESO T THIS TRACT: N LOT 5 I - CITY OF BRYAN 98/95 BLOCK 1 LOT 6 BLOCK 1 — — — — — — 4. LAND USE IS COMMERCIAL: OFFICE/WAREHOUSE &SELF STORAGE r 5. TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL 0 /F TOPOGRAPHY TOPOGRAPHY FOR THE CITY OF COLLEGE STATION. CTEC, LTD. ZONED A-0 CTEC, LT Z D 0 6. THE PUBLIC RIGHT OF WAY TYPICAL SECTION WILL CONSIST OF 2}' N/F B -B PAVEMENT, 4' OF GREEN SPACE AND 5' SIDEWALKS ON EACH CTEC, LTD. SIDE. ZONED A-0 I 7. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND LOT 8 CONSTRUCTED TO E CITY OF COLLEGE STATION SPECIFICATIONS AND-�/ � BLOCK 1 STANDARDS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOWTO VI C N I 1 i MAP ZONED A-0 FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A FIRE FLOW TEST WILL NEED TO BE PERFORMED AND SUBMITTED UPON COMP ION , PROPOSED I I I OF THE LINE TO VERIFY THE CONSTRUCTED SYSTEM MEETS THE BC 20 MINIMUM DESIGN GUIDELINE REQUIREMENTS. "o 8' SEWER LINE ` ' ROCK PRAIRIE WEST- BUSINESS PARK, ( I 8. OFFSITE EASEMENTS WILL BE OBTAINED WITH THE FINAL PLAT FOR ' PHASE 1 EXISTING THE EXTENSION OF WATER AND SANITARY SEWER INFRASTRUCTURE. PROPOSED PLAT, 4966/66 20' PUE 10 P.U.E. 4966/66 N 42025'59" E - 623.38' 50.29' 573.09' — � I I\ \ I I\ 44' PUBLI \ \ \ EASEMENT MO/ REA AMILY INVESTMENTS, LTD 5007/20 I\ I ZONED C 2 \ LOT 9 PROPO D I BLOCK 1 12" WA RUNE .p I v I � .p' ROCK PRAIRI WEST w BUSINESS ARK, PHAS 1 / i PLAT, 4966 ROBERT D. ST RA AN WIFE CART L. STRAWN Ln 'LED 5.00 ACR TRA \Qq 0/257 LOT ,BLOCK 1 ^ y 37 0 zo ED�AD z j I- � I 7.2 ACRES o L i PRO OSED ZO ED PDD m \ la a 15 P.U.E. Ln \ I U_ IQLn V I J �U�I PR. OSED I 20 P.U.E. 2 Q CL F \ m I MO U FAMILY INVESTMENTS, 0 EXISTING ' (/ 9728 238 ( d o I PROPOS D 20' PUE ZONE A-0 8" R N WATRUNE 25' PRIVATE I 4966/66 / I CROSS ACC EASEMENT 15'PUBLIC ACCESS I�.I EASEMENT ddd000 I LOT 10 PROPOSEDOPOSED BLOCK 1 cMo G�#11s�e $ I ( I ROPOSED 8" WATERLINE SIDEWALK 15 P.U.E. 6 MIN. DTH 3 60 30 0 6 401'11" W 7657.90' ' v . •...; v =r r. - 1rJ - r.._------ — —. ---------- SCALE IN FEET 96.51' 42.00' S42' 04"W - 616.7.8' 7'9- AE, '8-AE —AE—$E AE—AE--AE—AE--AE AE—AE---AE AE— --Ae , S 420 ' " W- 616.65' W-4 3 w-44 w 4- - --_--- Ir XISTING Ro- N. GRAHAM ROAD P se's, EXISTIN D IVEWAY PRO D 24' PVMT - R.O.W. VARIES DRIVEW Y DRIVEWAY R.O.W. DEDICATION 0.119 ACRESEXISTIN RIGHT OF WAY LINE NORTH GRAHAM ••. NOT TO SCAL •� i ,PRELIMINARY PLA_ = C 11 1 7.364 ACRES BLOCK 1, LOT 1 - 7.245 ACRES ROW DEDICATION — 0.119 ACRES CRAWFORD BURNETT SURVEY, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS i SCALE: 1 '=60' OCTOBER 2011 I 01NNER/DEVELOPER: SURVEYOR: Cedar Creek Group, LLC. Brad Kerr, R.P.L.S. No. 4502 2723 South FM 46 Kerr Surveying, LLC Franklin, TX 717856 505 Church Avenue (979) 828-54,41 College Station, TX 77841 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, L.L.C. PO Box 11995 College Station, TX 77842 (979)764-3900 VICINITY MAP DEVELOPER: ��1� 1IL�, u � 1IL 1I1�1� WATERLt-- 7 llAW-d 0 SANITARY SIDEWALK E W E- - R-- IMPROVEMENTS CEDAR CREEK PLAZA CEDAR CREEK GROUP, LLC. t723 SOUTH FM 4• FRANKLIN,i • 979-828-5441 SHEET 1 SHEET 2 SCHULTZ ENGINEERIN 9 LLC. SHEET 3 TBPE FIRM REGISTRATION NO. 12327 SHEET 4 2730 LONGIVIIRE SUITE A ' SHEET 5 COLLEGE STATION, TEXAS 77845 979.764.3900 FIGURE W FIGURE S FIGURE SW THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JANUARY 30, 2012. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. OVERALLAYO i I AND EROSION CONI RUL PLAN PLAN 8e PROFILE WATERLINE W-1 PLAN &e PROFILE WATER.LLNES W-2. & W-3 PLAN 8c PROFILE SEWER LINE S-1 PUBLICSIDEWALK PLAN STANDARD WA ER DETAILS STANDARD SANITARY SEWER DETAILS STANDARD SID WALK DETAILS AE—AE—AE LOT 6R NOCK 2 JOSEPH A. MIKESKA JR. C -S COMMERCIAL 02 LOT 1 BLOCK 1 EXISTING 12' WATERLINE AE W-.� A AE --12 W-12 AE W-12 AE SILT __U G)NOTE. THE EXISTING FENCES MUCH BE MAINTAINED AT m ALL TIMES TO PREVENT LIVESTOCK FROM LEAVE z THE PASTURE. ALL OPEN TRENCHES SHALL BE BARRICAED TO KEEP LIVESTOCK FROM FALLING INTO { I { ( I � I THE TRENCH OR EXCAVATION. 1 I> D 8-S 8 -S11 -S 8-S - - i HAYBALE OR J 00 ( ROCK DAM SILT () { I III FENC I { • { (1 I SEWER LINE 8-1 I III ' IIII�I III II �II� I I II I I I I W 1fERUNE I I I I I (LOT 2 Lo 3 1 -1 II I I{ I (I ( BLOCK 1 Od cn I LOT 4 - I CK 1 E AAE AE -AE i 1 W-1 W-12 W-12 W-12 EXISTING 12" PRAT RI D WEST rl jrQj�i] 12 ;V#-12 YYLJI � BLOCK 1 I I( LOT 6 N/F I N EC, LTD. I I( CTEBLOCK 1 C, TD. I I II I I I I I I I I I I CTEC, LTD. ONED A -0F ZONED A-0 ZONED A-0 CTEC, LTD. D. N/F II I I ZONED A-0 ( I ZO C, A-0 ( I N/F CTEC, LTD. II ( I I I I I ZONED A-0 II I� I II I (I I I I I ROCK PRAIRIE EST BUSINESS PARK, PHASE 1 T, 4966/66 II P. E. BUILDIN 8 \ OVERED RV & BO STORAGE 9,600 SF I � BUILDIN 7 SELF-STO E 8,000 SF I LOT 1 I _ SELF- ORAGE H BALE OR B L O K 1 ROCK DAM /F R BER D. STRAWN AND WIFE, CARI L. 5\ �W C LE 0 ACRE TRACT SELF=STRAGE _370 57 I PLATTED I I — WATERLINE ZONED A-0 \ � UILDING 4 ELF -STORAGE ^3 8,000 SF T �p FENC a _ _ J — — — Q \ WATERLINE P.U.E. W-2 / BUILDING 1 BUILDING 2 BUILDING 3 OFFICE/WAREHOUSE OFFICE/WAREHOUSE OFFICE/WAREHOUSE { / 3,600 SF 3,600 SF 3,600 SF { { PUBLIC PUBLIC SILT PUBLI� SIDEWALK SIDEWALK FENCE I SIDE SIDEWALK - - — AE _ ORT ROAD HAYBALE ROCK I :0"'Chultz Engineering, 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS MMC JPS 11-160 JANUARY 2012 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JANUARY 30, 2012. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. �q 40 0 LSCALE IN FEET I — I I I 11 :s LOT 8 BLOCK 1 ZONED A-0 I ( I EXISTING 20' P.U.E. N/ BLOCK 1 I I( LOT 6 N/F I N EC, LTD. I I( CTEBLOCK 1 C, TD. I I II I I I I I I I I I I CTEC, LTD. ONED A -0F ZONED A-0 ZONED A-0 CTEC, LTD. D. N/F II I I ZONED A-0 ( I ZO C, A-0 ( I N/F CTEC, LTD. II ( I I I I I ZONED A-0 II I� I II I (I I I I I ROCK PRAIRIE EST BUSINESS PARK, PHASE 1 T, 4966/66 II P. E. BUILDIN 8 \ OVERED RV & BO STORAGE 9,600 SF I � BUILDIN 7 SELF-STO E 8,000 SF I LOT 1 I _ SELF- ORAGE H BALE OR B L O K 1 ROCK DAM /F R BER D. STRAWN AND WIFE, CARI L. 5\ �W C LE 0 ACRE TRACT SELF=STRAGE _370 57 I PLATTED I I — WATERLINE ZONED A-0 \ � UILDING 4 ELF -STORAGE ^3 8,000 SF T �p FENC a _ _ J — — — Q \ WATERLINE P.U.E. W-2 / BUILDING 1 BUILDING 2 BUILDING 3 OFFICE/WAREHOUSE OFFICE/WAREHOUSE OFFICE/WAREHOUSE { / 3,600 SF 3,600 SF 3,600 SF { { PUBLIC PUBLIC SILT PUBLI� SIDEWALK SIDEWALK FENCE I SIDE SIDEWALK - - — AE _ ORT ROAD HAYBALE ROCK I :0"'Chultz Engineering, 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS MMC JPS 11-160 JANUARY 2012 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JANUARY 30, 2012. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. �q 40 0 LSCALE IN FEET I — I I I 11 :s LOT 8 BLOCK 1 ZONED A-0 I ( I EXISTING 20' P.U.E. -� --T V -4 a --W W-4 WATERLINE CEDAR CREEK PLAZA BLOCK 1, LOT 1 COLLEGE STATION, TEXAS a - I ,It I N/ MOR EA FAMILY INVESTMEN , LTD 5007/2 6 I IZONED -2 LOT 9 BLOCK 1 I'1 I ROCK PRAIR WEST BUSINESS ARK, PHAS 1 PLAT, 4966 6 I I F 0 MO U FAMILY INVE MENTS, LTD 972 /238 d ZO D A-0 i WATERLINE W-2 LOT 10 BLOCK 1 -� --T V -4 a --W W-4 WATERLINE CEDAR CREEK PLAZA BLOCK 1, LOT 1 COLLEGE STATION, TEXAS a - I ,It I � v I I I'1 _ W 0 I I 0 > I d I i CONSTRUCTION! NOTES: i 1. THE CONTRACTOR SHALL' 'BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDER ROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS Iq ADVANCE OF CONSTRUCTION IS REQUIRED. DIG TESS: (800) 344-8377 ATMOS ENERGY: (800) 545-6005 (800) 344-8377 SUDDEN LINK COMMUNICATIONS: (979) 846-2229 VERIZON: (800) 344-8377 i 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 NECESS'RY. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL, DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTERIEVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL REMOVE Ai,L MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTFW ZION OF THIS PROJECT. 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR CONSTRUCTION SITES. I 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS, 6. ALL CONST Ri UCTION ISHAL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN/COLLEGE STATION STANDARD SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHA 1 BE COORDINATED WITH THE CITY ENGINEER'S OFFICE AND WELLBORN SUD STAFF. 7. THE CONSTRUCTION'SHA L COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART I-,, 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 INLETS ADJACENT TO THE PROJECT SITE. 10. CONTOURS jSHOWN ARE FROM FIELD SURVEY DATA & AERIAL TOPOGRAPHY PREPARED FOR THE CITY OF COLLEGE STATION IN 2005. 11. FUTURE SITE IMPROVEMENTS SHOWN ON LOT 1, BLOCK 1, CEDAR CREEK PLAZA, ARE NOT FART OF THIS PROJECT. THE DESIGN OF THESE IMPROVEMENTS WILL BE INCLUDED I'', A SUBSEQUENT SET OF CONSTRUCTION PLANS WITH THE SITE PLAN SUBMITTAL { MIN, DEPTH STONE -VARIES ( ;STM p448, 3" 0 TO 1p0•'`//' DIAMETER) OVER EOTEXTILE FABRIC 50' ITH SAME SQUARE LOU IFDOTAGE. i EXISTING STREET 7 NOTE: 6" MIN. DRESS WITH ADDITIONAL STONE AS NEEDED. STONE IS TO BE MAINTAINED SO AS TO PREVENT CONSTRUCTION TRAFFIC %INIMUM 12' SHALL BE FULL � GEOTEXTILE FROM TRACKING MUD ONTO WIDTH OF SITE ENTRANCE /r FABRIC ADJACENT PUBLIC STREETS. �EC!7�l®�jf�TA SUBGRADE CONSTROCTION EXIT SILT CONTROL I� I'( 2"X4" WIRE MESH FASTENED TO T=POST SEDIMENT CONTROL FABRIC FASTENED SECURELY TO T -POST & WIRE MESH METAL 7 -POS 8" OF FILTER FABRIC TO EXTEND AS REQ'D. TO MAI AIN. INTO A TRENCH AND BE ANCHORED SPACED 6' APA' T WITH COMPACTED BACK FILL ALLOW 2.5' TO 5' AT TOE OF SILT FENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TOB ACCUMULATE. ALIGN FENCE USED IN AREAS OF ALONG SLOPE CONTOURS. DRAINAGE FLOW. ATURAL GROUND piRECTI014 OF FLOW 4" 4"X4" MIN. TRE �C'H 4' 20" SILT F NCE ASSEMBLY LEGEND I � 284 EXISTING CONTOUR BOUNDARY — — PUBLIC UTILITY EASEMENT — PUBLIC ACCESS EASEMENT PRIVATE ACCESS EASEMENT RE LME FIRE LANE FIRE HYDRANT GATE VALVES -4 _ -8 PROPOSED WATER LINE i CONSTRUCTION EXIT I I ® I I I SILT FENCE I, ® HAYBALE OR ROCK RIPRAP EROSION CON-1rp_"o SCALE VERTICAL HORIZONTAL 1 ":80' -PLOTTING SCALE: 1:1 FILE NAME: 11-160 SHEET LU Start Station -End Station- Length Line/Chord Direction Radius Delta DOC Mid Ord Tangent . Start Northing- . Start Easting. -End- Northing. End Easting 0+00.00 6+04.03 604.03 S47" 43' 32"E 10193522.47 3561337.56 10193116.15 3561784.49 6+04.03 6+92.74 88.72 S62° 07' 30"E 176.50 028°47'58" 032.4625 5.54 L 10193116.15 3561784.49 10193075.11 3561862.09 6+92.74 8+36.31 143.57 S76' 31' 30"E r P.I.I.E. m U •• 10193075.11 3561862.09 10193041.66 3562001.71 8+36.31 9+49.39 113.08 S62' 01' 52"E 223.50 028'59'16" 025.6357 7.11 57.78 10193041.66 3562001.71 10192989.19 3562100.51 9+49.39 10+75.50 I-, S47' 32' 14"E - i 10192989.19 1 3562100.51 110192904.05 3562193.55 q+02 8" M.J. GATE VALVE 0 O ;y i 1 320 50 LF OF STEEL CASING INST D BY MECHANIPAIo ' 'IP WET BORE ENCASEMENT PIPE SHALL CONFORM LL •4f o w Q ASTM SPE IFlCATION A134, MILD ARBON STEEL, j - - STA - 10+72:50 N - - 0 ! A139, GRADE A. OR AWWA C200-91 GRADE B DESIGN 12" M.J. GATE VALVE 00 � STA - 0+10 ;N o - c LL BUTT -WE ED JOINTS WITH ENTIR rn 11 15' 1 R SERVICE FOR IL DESIGN N o 0 WELDED P.I.I.E. STA - 10+7 SHALL BE IN 2 S t• EXISTING a N w o+i 12" X 6" M.J. REDUCER ACCORDAN E WITH AWWA C200- 6 SECTIO 3 STA - 0+00 �r GROUND - W (L o _ 10+ STA. - 10+70 12" X 8` M.J. TEE ;" + *' :• r _ t+`.� LLJ Ti� a 1 REDUCER - 2" X 6' M.J. RED I 316 - SIA 10+74.50 •> o .• . .•' W Q ao I oo c_ PRIVATE ---- ,p / ..M / :;'..x...•.r "50 ��.;��•` s st? ?+'r::.•:iy.,.,�,.w. .i: ;ii..a.. .'. •.. • s=,,;. j. 12 x 8 M.J. TEE r,.rj'.'i•.�� :< "•�' ;�:tf�•`.:.;✓'••.e rte. ��' U. W ( 12 " STA - 8+31.32 M.J. GATE VALVE t s ' •:^ M '°x " u� Z' x -r''=� : r" "" iq o I M (1WAd WOiI SNlb'M3aIS to - I STA. - 10+74A 12' X W M.J. TEE STA. - 10+75.50 HYDRANT ASSEMBLYO (n ----- 30' STO o SEWER ,b SN1dM3aIS) 9-8 � --- -° I ,;;;�•t' ,S;Z'81WAd ,17 NO. - II o �. b, PIPE I N o PIPE m /12 " TERUNE SI L/BE o N o w a ---- /' 4 BURY ..1 r.b w Q M p U omi o N m o o rn o o w o Ui rA� ,� �- o N ° co r, m •- uNi c /" x00_`121S V` / y rf'.li.'j.:'{.. .%.s .,rr •it:�.'i•j �<I':z y: J'. ,Al'+rs ��i^ ��f:G:,y'i4 e•j,:i,�f F' 1S is J,i1'f;.r.+. 5:}. I t • sr ^`' 0 INSTALLED WITH SPACERS D N STA. - 8+33j82 FIRE HYDRANT ASSEMBLY N '� .f I p -41: p 1 40 20 0 40LL o NO. 1 SEALS END CAPS AND HA � a- STEEL CAST STA. - 1+03 SCALE IN 4G 12' 22.5' M.J. BEND FEET �" ; n M n �'li LO� 'i1 ; I .� Q REST-RAdNEB dews eR USE STA. - 0+00 50 LF INSTALLED (VERTICAL DEFLECTION) 6, fi.j,• w p e �" o� N CONNECT TO EXISTING 12" WATERLINE W/12' M.J. TEE WET BORE & 12" M.J. VALVE STA - 1 +08 tY M.J. GATE VALVE 15' P.U.E. o `ro x,o ax �..; r''�T 'j-�`'' " 20' ST t:•% �•s ;.r.t.. i. w i r ' t4 Fe `j' Y LOCK JOINT PIPE MEETING C � a rn � __ 1+0 2 2+00 --2�W-12--�W-12 }W -12 3+00 W{-12 -W{ -12 4+00 5+00W -W -112-W-12 W-112 W-12 W -12--j- W -12----W-12 6t W-12 w„ � :: �� � � a` �' , s . OF COLLEGE STATION � � REQUI EMENTS ono n� rf •Y f �s-5 s `k" _ -s_,.- - I - STA. - 0t02 12' M.J. GATE VALVE STA. - 1t00 12" 22.5' M.J. BEND +J r"?" p 0 a - 1.25 (VERTICAL DEFLECTION) _ - - - - ' o - -- 20' P.I.I.E. / i W 12 M.J. GATE VALVE -_ � - - _- -- - - - - _- _ _ _ - - _ _ N S-12 S-12 12" WATERLINE SHALL BE INSTALLED WITH 8-S 8-S 8-S 8-S 8-S 8-S 8-S 8-S 8-S / 8-S /j UJI SPACERS AND - - - - - 308 SEALED END CAPS AN HAVE RESTRAINED 20'T__T U P..E. Q JOINTS OR USEi- Q DUCTILE IRON PIPE O PVC LOCK JOINT PIPE to I MEEnNG CITY OF II o% / COLLEGE STATION 00 60 LF OFJ REQUIREMENTS DUCTILI IRON PIPE Q 304 ° 04N304- in OD NOTES: 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. WATERLINE PIPE MATERIAL 6", 8", OR 12" PVC, DR -14 (AWWA C-900, CL. 200) OR DUCTILE IRON PIPE REFER TO WATERLINE DETAILS SHEET FOR EMBEDMENT AND BACKFILL REQUIREMENTS. 3. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. 324 Alignment Data: WATERLINE W-1 Start Station -End Station- Length Line/Chord Direction Radius Delta DOC Mid Ord Tangent . Start Northing- . Start Easting. -End- Northing. End Easting 0+00.00 6+04.03 604.03 S47" 43' 32"E 10193522.47 3561337.56 10193116.15 3561784.49 6+04.03 6+92.74 88.72 S62° 07' 30"E 176.50 028°47'58" 032.4625 5.54 45.32 10193116.15 3561784.49 10193075.11 3561862.09 6+92.74 8+36.31 143.57 S76' 31' 30"E 10193075.11 3561862.09 10193041.66 3562001.71 8+36.31 9+49.39 113.08 S62' 01' 52"E 223.50 028'59'16" 025.6357 7.11 57.78 10193041.66 3562001.71 10192989.19 3562100.51 9+49.39 10+75.50 126.12 S47' 32' 14"E i 10192989.19 1 3562100.51 110192904.05 3562193.55 STRUCTURAL BACKFILL. 40 LF Z7A PROFILE SCALE 1"=40' HORZ 1"=4' VERT. i 320 i 1 320 50 LF OF STEEL CASING INST D BY MECHANIPAIo ' WET BORE ENCASEMENT PIPE SHALL CONFORM LL o ASTM SPE IFlCATION A134, MILD ARBON STEEL, N �Z 0 ! A139, GRADE A. OR AWWA C200-91 GRADE B DESIGN ;N o - c LL BUTT -WE ED JOINTS WITH ENTIR CIRCUMFERENCE IL DESIGN N o 0 WELDED A CERTIFIED WELDER SHALL BE IN EXISTING a N w 316 ACCORDAN E WITH AWWA C200- 6 SECTIO 3 GROUND - W (L o _ LLJ a I 316 o ao I oo c_ PRIVATE ---- N '""' w PRIVATE d tO W '�? M fR iq o I M "� 12' STOR SEWER '" ^ ----- 30' STO o SEWER M � --- -° o N -- p = II o �. b, PIPE I N o PIPE m /12 " TERUNE SI L/BE o N o w a ---- /' 4 BURY n- M p U omi o N m o o rn o o w o Ui rA� ,� �- o N ° co r, m •- uNi c .- 1- w o c INSTALLED WITH SPACERS D p p "' °p'- o 111 SEALS END CAPS AND HA � a- N °' �" ; n M n �'li LO� 'i1 312 REST-RAdNEB dews eR USE f s....:, __ w p e �" o� w 312 UCTI IRON PIPE OR PVC w i ' t4 Fe `j' Y LOCK JOINT PIPE MEETING C � a rn � __ s�� �z3 � :: �� � � a` �' OF COLLEGE STATION � � REQUI EMENTS ono n� f �s-5 s `k" _ -s_,.- - - .75X - p 0 a - 1.25 _ o 308 0.00% 308 o% 60 LF OFJ DUCTILI IRON PIPE 304 ° 04N304- N Z 300 w o � W � 300 M z z w�j oW� -�' n� p J ° a prn Mf pU. W W9 p> < rn pmt pm� 11� > > c0 p a °Z�i 12 v tn o 11> o W F q w x o � a 'n '¢¢' ca in -QQ' il F_ x W Qa ? d- NO IVO- 'i �. m ' t e z W6 N N� 00 x i - x i 296 U^� N N' NW?- N N N N 2 N b, 296 wZ Z O LO 1� LO M Cn O en tp ONO) O N 0M•-0 - N N N 00 rO)j Ncn g 00 O t0 O 0 O 00 O . O O O - O O Oto O O Do n7 M M M M M t7 M M M M t� i+} to W 292 292 -0+50 0+00 1+00 2+00 3+00 4+00 -En ineerinUj S 2730 Longmire, Suite A College Station, -Texas .77845. 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS MMC JPS 11-160 JANUARY 2012 5+00 12" WATER THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE' IVO: 65889; ON JANUARY 30, 2012. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 6+00 7+00 LINE W-1 r � � BLOCK 7, LOT 7 COLLEGE STATI0IV, TEXAS 8+00 9+00 10+ WATERLINE W-1 11+00 11+50 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: -1:1 FILE NAME: 11-160 SHEET 328 40 20 0 40 SCALE IN FEET I 3 I I 15' P.0 Alignment Data: W-2 Start Station End Station Length Line/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start Easting End Northing End Easting 0+00.00 4+1A.23 410.23 N42° 27' 46"E nASSEED 32.56 N47° 32' 337W-10193102.05 GR ouND 10192904.72 3562,192:81 10193207.35 356246936 4+10.23 4+23.66 13.43 N87" 27' 46"E 400 STA. - 0+00 GRADE $ply 8" X 8` M.J. TEE 10193207.35 3562469.76 10193207.94 3562483.18 4+23.66 5+89.88 166.22 S47' 32' 14"E aU 312 10193207.94 3562483.18 10193095.73 1 3562605.80 15' P.U.E. STA. - 4+23.66 8" 45' M.J. BEND (HORIZONTAL DEFLECTION) LLI M O Li CD LLI (n Q M C) LL. 1L STA. - 5+53.67 FIRE HYDRANT ASSEMBLY. . NO. 3 t: STA. - 5+51.17 r 8' M.J. GATE VALVE J 9- STA. - 5+53.67 x 8" X 6" M.J. TEE STRUCTURAL BACKnLL 59 LF 1 STA. - 5+89.88 CONNECT TO EXISTING LINE, 4"X4-" M:J. TEE & 4' M.J. GATE VALVE STA. - 5+88.87 8" X 4" M.J. REDUCER I STA. - 5+87.87 8' M.J. GATE VALVE I I 70p PROFILE SCALE P. I i m. 15' .E. I 00 9-M End Station 40 20 0 40 SCALE IN FEET Radius Delta .56 Mid Ord ER6FlLY3 Start Northing 1"=40' HORZ. End Northing End Easting 0+00.00 nASSEED 32.56 N47° 32' 337W-10193102.05 GR ouND 32.0- i 1 _ 1"=4' VERT. 10193124.02 0+,V.56 400 STA. - 0+00 GRADE $ply 8" X 8` M.J. TEE CO 15i 1 324 I i I aU 312 I I N bi , i 00 W �-Q� 324 1 �o� w a "' M m 308 a V02. II p II w ag, � a w � PT 0 p� m _ M 304 Z 3 _o N 304 o z r� EXISTING J Q O 320 � JW GROUND 3001 4' 320 2 -" � p -im t" DESIGN - o p_�. o, -'O p N GRADE -_ ----' aPq p r W > ` cn v o b N 0_ -.---- - O e� - M 316 __-- �' 4 316 t. NO O) o .�- N 1 M CO N 8 o to M d N N M p to N M o II fi `0: 5 N o � M (Ji v " � 0.75 312 4 x KI .: 312 12 IN. PRIVATE 24" STORM SEWER PIPE 308 z. 308 J Z m W O W t- 304 w M t- z o Z o 0. J 304 W epi II> t4 62 > tl� IIS Ilp� 3p�y I1� U� 11 IIp fe I! �f > c0 w p mJ Zw 0 > RS > w tit ~ �O1-GS O3 F H ro� X ! aJO 7 a J -1 4 mw tpw F . W ,,,, -< ad F- �Z - Z -� ? J �.1i N �O N to to •� tom a 00 ..� In s .r Uig Z° a 300 Z� 83 10 �*o *o �� X x Z'*, Z �� m w m 300 W Z Z O 6 LO d(b 00 M _ O oM0 N tro � >¢ O O N N J W 296 296 -0+50 0+00 1+00 2+0.0 3+0.0 4+00. 8" WATERLINE W-2 Chultz. Engineering, LU"'.., 2730 Longmire, Suite A College Station, Texas 77845- 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS MMC JPS 11-160 JANUARY 2012 5+0.0 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JANUARY 30, 2012. 1T IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 6+0.0 .6+.5.0 - NOTES: 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. WATERLINE PIPE MATERIAL 6", 8", OR 12" PVC, DR -14 (AWWA C-900, CL. 200) REFER TO WATERLINE DETAILS SHEET FOR EMBEDMENT AND BACKFILL REQUIREMENTS. 3. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY DATA. Alignment Data: P. I i m. 15' .E. I 00 9-M End Station 40 20 0 40 SCALE IN FEET Radius Delta .56 Mid Ord ER6FlLY3 Start Northing Start Easting End Northing End Easting 0+00.00 nASSEED 32.56 N47° 32' 337W-10193102.05 GR ouND 32.0- i 1 _ I i w 10193124.02 0+,V.56 400 STA. - 0+00 GRADE $ply 8" X 8` M.J. TEE CO 15i 1 P.U.E I i I aU 312 I I N bi , i 00 W �-Q� 1 �o� w a "' M m 308 Alignment Data: W-3 i Start Station End Station Length Line/Chord Direction Radius Delta DOC Mid Ord Tangent Start Northing Start Easting End Northing End Easting 0+00.00 0+32.56 32.56 N47° 32' 337W-10193102.05 GR ouND 32.0- i 1 I -DESIGN 3562373.40 10193124.02 3562349.38 BLOCK >, LOT 7 COLLEGE STATION, TEXAS I' 324 ;324 PROFILE SCALE 1"=40' HORZ. 1"=4! VERT. EXISTING' 320 GR ouND 32.0- 1 I -DESIGN 316 ,. 11 GRADE $ply 16 0.80% 312 312 N 1 308 w a "' M m 308 a V02. II p II w ag, � a w � PT p� m _ M 304 Z 3 LLz 304 o z r� J Q O � JW �t7 3001 300 -0+50 0+00 0+50 i 8" WATERLINE -3 PLAN & PROFILE WATIETLINES Ilitr L SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1; j FILE NAME: 11-160 SHEET e� NO I N w W -12 W-12- 0 O W_ Q It CL S-12 Y S-12 CJ 0 flf 79a r 0 0 Q 0 0 m�Aj� W \r0 zN 15' W -1 W -12 -W -12 -W -12 -W -12-W-1 W -12 -W -12 -W -12 -W -12-W-12 0o S -8 ------S-8 1+00 o-----S-8--r--S-8 2 3+010 S-8----f-S-8 -8 �-8 - 8 S-81 �- EXISTING MANHOLE - J STA. 0+00 20' MANHOLE N0. 2 TOP=315.82 p,U,E STA. 4+86.91 TOP=315.70 T 00 140 20 0 40 SCALE IN FEET Alignment Data: SEWER LINE 0 End Station da r Start Northing Start Easting 0 End Easting w 4+86.91 Z � p U m 10193082.70 Alignment Data: SEWER LINE Start Station End Station Length Line/Chord Direction Start Northing Start Easting End Northing End Easting 0+00.00 4+86.91 486.91 S47" 44' 06"E 10193410.18 3561390.31 10193082.70 3561750.65 1. 4+86.91 5+93.75 106.84 865' 46' 08"E 10193082.70 3561750.65 10193038.85 3561848.07 BLOCK 1, LOT 1 CEDAR CREEK PLAZA SEWER SERVICE STUB 5' STUB OF 6" PVC ® 1.1 % "'--,-20' HOLE NO. 31 P.U.E. 5+93.75 324 PROFILE SCALE 1"=40' HORZ. 1"=4' VERT. 320 320 DESIGN 316 EXISTING EGROUND GRADE 316 _--- "' -'- -- S HOLE N0. 3 ID. 4' DIA. MH P=315:80 IXIn7 MANHOLE STD. 4' DIA. MH � / "�- MANH LE N0. 2 TOP=315.82 DESIGN STD. TOP= V DIA. MH 15.70 312 GRADE 312 308 308 102.8 LF OF 8 PI I E, ATSM D3034. SDR -26 0.50% 304 TSM 304 2.9 LF 63-034, SDR -26 ® 0.50% N 300 z M o 300 � J W 2 _ Z sr z M toID Q1 O m u Z t7 o W � '11 11 O ° 296 ° o Z * s Z 296 1 O. LL If IA 00.00 N JD N. 00 ED pM O + 900 O -jZZ F i -n Go6w 292 292 z o00 - ° coo 00 = � rn 0 0 0 0 0 0 0 0 0 o� 0 0 w M r7 17 r7LL- M r7 M r� M Ih 288 288 -0+50 0+00 1+00 2+00 3+00 SEWER LINE S-1 4+00 �:,..,..'bultz. Engineering, 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS MMC JPS 11-160 JANUARY 2012 5+00 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JANUARY 30, 2012. IT 1S NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 6+00 6+50 • AP Aff, I rfj%�W�W byz BLOCK 7, LOT > COLLEGE STATION, TEXAS OVE EXISTING 8 M -WITHIN EMENT y - �2 -1 -12 -W-12 L M ^ M M M M + 0 ,� 1+00 2 -8 S-8- EXISTING MANHOLE 00 srA. 0+00 TOP=315.82 312\ 3�3 I �3ti4 40 2 0 40 SCALE FEET EASEMENT GRADING ALAN LEGEND 312 EXISTING CONTOUR 312 PROPOSED CONTOUR NOTE: l 1. EXISTING GROUND PROFILE SHOWNIS BASED ON SURVEY DATA. i i 2. REFER TO THE SANITARY SEWER DETAILS SHEET FOR EMBEDMENT AND BACKFILL DETAILS. 3. FINISHED GRADE OF MANHOLE COVERS IN THE PAVEMENT OR SIDEWALK SHALL MATCH THE GRADE OF THE PAVEMENT OR SIDEWALK SURFACE. 4. SEWER LINE PIPE MATERIAL PVC, SDR -26, (ASTM D-3034 WITH GASKETS) OR ASTM D-2241, SDR -26, { CLASS 150 WHERE REQUIRED DUE TO WATERLINE CROSSING. 5. SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE WITH FIGURE S. I I PLAN & PR OFIL - - - - -, S -1-- W-12 SCALE VERTICAL HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 11-160 SHEET 0 j BUILDING b BUILDING 2 BUILDING 3 O U S E ' I :..:.. OFFICE WAREH HOUSE E OEEICE WARE OEEICE WAREHOUS 600 SF326003 SE 3,600 SEI may. I t 00 DID 52' PUBLIC PUBLIC PUBLIC 3 EASEMENT (WIDTH VARIES,IDEWALK SIDEWALK , 317.85 TC 5' MIN.) f5"MIN.) DTH VARIES, 314.50 TC 314.00 TC 315.15 TC __ 317.20 TC 318.70 TC 16.75 TP 319.50 TC 319.30 TC 319. TC 319.30 TC 3 .25 TP 319.30 TC 319.75 TC 320.15 TC 317.90 C 319.10 TP 320.90 TC 317.20 TW 317.40 TP 3, 9.00 TW 320.02 TW 320.00 TW 320.30 TW 320.40 TC 320.80 TW 315.50 TW 317.00 TW 317.85 319.10 TC 318.70 TW 319.50 TW 317.84 TC e P P D •' '•' 3 320.40 TW 319.50 TW 320.70 TW a -.. 320.60 TW D V D.. .P Q D 9. . P. - �V PD .-. V :. p P D 314.80 P : 317.50 319.82 TW TC 318.50 TW D > . P P 20 30 TW - - - - - -- - - v - - - - -�--D - J ` • �'-v-- �i D. v 320 22 TW D e v P ' - - �� _ o D . " D• 318.92 319 42 TW v. o -9� 319.92 TW P 320.72 TW 319.80 TW -•� 317:60 TC v D - . v D __ _ . -_ _- 32 TW ... T . o• _ 315,42 TW . PUBLIC D - 319.90 TW 3119.42 TW t.g2 P 320.22 TW 320.32 TW 15' P ELIC 314.72 TW SIDEWALK 7.85 TW 318.42 TW 318.62 TW 15 PUBLIC 320.4 TC l� 15 PUBLIC 317.97 TC 320.10 TW ACCESS ACCESS EASEMENT 320.10 TC AC ESS (WIDTH VARIES, 31 .70 TCEAggQLT.. OD 5 EA EMENT MIN.) AE AE A AE AE AE A AEASE - AE AE AE AE AE AE AE AE -AE -AE -AE AE AE AE SAE AE A - `-318.20 AE AE T- T- T- T- T- T- T- T- T- T- T- T- - T- T- T- T T- - - - - - T- T- T- T- T- T- T- T- T- T- T - T- T- T- T- T- T- - T- T- T- T- T- T- T- T - T- T- T T- - T- T- T- T- T- T- T- T- T- T- T- T- T- T -,T- T- - - - - - - T- T- T- T- T T- T W-4 - W-4 - -4 W-4 W- W-4 W-4 W-4 -4 W-4 _ \_ W-4 W-4 1•W-4 W-4 W-4 W-4 W-4 W 15 -is 1S �1 -� is 1S i R ---/� 319.30 TP 319.47 TP 316.45 TP 316.92- TP -�- NORTHV I I V G I %\ I O f� D PROPOSED PROPOSED --' DRIVEWAY DRIVEWAY i i NOTES: 1. FOR TYPICAL SIDEWALK CONSTRUCTION DETAILS REFER TO FIGURE SW. 2. ADA RAMPS SHALL BE CONSTRUCTED PER THE AMBULATORY RAMP DETAILS ON THE STANDARD SIDEWALK DETAILS SHEET (REFER TO DETAILS SW1-02, AND SW3-00 ON FIGURE,SW). ALL RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE. LEGEND 284 EXISTING CONTOUR 316.00 TW PROPOSED SPOT ELEVATION TW TOP OF SIDEWALK TC TOP OF CURB TP TOP OF PAVEMENT PUBLIC SIDEWALK PRIVATE SIDEWALK FUTURE DEVELOPMENT Engineering i 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS MMC JPS 11-160 JANUARY 2012 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JANUARY 30, 2012. IT IS NOT -TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. `DA R "EEK PLAZA BLOCK 7, LOT i COLLEGE STATION, TEXAS I SCALE VERTICAL HORIZONTAL 1":80' PLOTTING SCALE: 1:1 FILE NAME: 11-160 SHEET 5 5 NOTE: GENERAL NOTE'e 1. � 1. 24" x 24" x 6" L AVE EXTENSION t� BE USED11- 1- FINELY E D EARTH FREE OF ROCK. LUMPS AND CLODS EXCEEDING 6" AP 28 -DAY CONCRETE IS DEEPER THAN 5 FEET FROM TO BY RANO. AND C04WJACTEO MOUND THE CAST IRON PIPE STANDARD ELIC FINISHED GRADE. TO A DEPT' OF 12" OVER THE TOP OF THE PIPE BEFORE BACKF&L IS BEGUN GATE ?AVE STRENGTH o 2000 psi BY ANYHy CHAMCAL EOUFMENT. W/VAL!!t OX D D WTI H •4 BAR MOUND 2. ALL VALVE OPERATING NUT 2- ALL CONCR TE BLOCKING SHALL 8£ - 28 OAY CONCRETE STRENGTH • 2000psU. WATER LINE ALL VALVE BOX. EXTENSIONS ARE TO BE MADE AS REQUIRE + d OFSTEEt O, WI=H w0 0�) 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF PAIN6EMiNG AREA OF CONCRETE ON UNDISTURBED SOILOR AS DIRECTED BY COPPERHEAD SNAKEPIT TEST COATS OF METAL, PART. THE ENGINEER. TEE OR TAPPING SLE VE STATION tL1GHT DUTY) OR 3. EXTENSIONS SHALL E A 4M(UNM . 4..WATER MAINS LINO,! NOT 8E FULLY PRESSURIZED .UNTIL CONCRETE a1A5 & VJALvE AS REQUEO AS I APPROVED EQUAL OF ONE ti{f00i LONG. REACHED 7 DAY STRENGTH. REG ED 4. VALVE BOX LIDS LOCATED ON 5. ALL PIPE WILL BE LAiD SO , AS THE ENTIRE BMRELL WILL HAVE FULL VIEWA -A VALVES TO ISOLATE FIRE BEARING ON THE FINE GRACED TRENCH BOTTOM. BELL HOLES SHA.! SUPPRESSION LINES FROM PUBLIC BE CUT FOR EACH BELL AND FIRE HYDRANT. WATER !NES SHALL BE AMPiro LISA. LL562 LOCKABLE LID. 6. ALL FITTING SHALL BE MECHANIC! JOINTS UNLESS OTHERWISE DIRECTED. • ANCHOR 00' BE 7. HYDRANTS SHALL, BE LOCATED NO CLOSER THAN 3 FEET MEASURED FROM STANDARD FINE HYDRANT CATE THE BACK OF CURB TO THE FACE OF THE STEAMER ON THE FIRE HYDRANT. WJJVALVE 8QX COPPERHEAD SNAKEPIT TEST VALVE BOX PER SPECS WITH BOX VALVE BOX PER SPECS. STAADARO FIRE HYORAN STATION (LIGHT DUTY) OR EXTENSION AS NEEDED 2" SQUARE AWWA NUT Q APPROVED EQUAL FINISHED GRADE EXTENSION WITH 3 CENTERING COLLAR. A� �A } o f 7TERMINATE 4• TO 5 . FROM TOP OF BOX. ,. A : •: 6" A 6.. ---� •` \"-BURY LiNE � AS `°'° FIRE HYDRANT LOCATION 2" SCUME AWWA NUT , EXTENSION WITH f - TEN COLLAR. REALIGN AS NEEDED ?EMANATEWANE 4'T0 5' F, • FROM TOP OF 80X. 6" STO.6" 0.1.OR CW9 PIPE I GATE VALVE 6- MJ ANCHOR STD. GATE VALVE • VATHt SS BOLTS Z_ COUPLING AWWA C900 W/STAM.ESS PRESSURE PATE STEEL BOLTS C TIE BLD KING j E 1 GRAVEL - FILL 1� - 24" X 24" X 6•• 28 -DAY CNCRETE 14 am INSULATED ® WEEP HOLE 1 STRENGTH a 20CM psi COPPER TRACER N, PVC OR Od. PIPE THRUST BLOCK WITH 04 BAR MOUND WERE w/MILL SPLICES ALL VALVE BOX. MADE USING TEE OR TAPPING -'--. - APPROVED WATER � BLOCK USING 112"42"94"TIGHT CONNECTORS SLEEVE & VALVE�WCHANICAL JOINTS BLOCK AS DIRECTED. AS REQUIRED WITH SET SCREW PRECAST CONCRETE RETAINER GLANDS VIEWA -A MN. DIMENSION APPROX. OR MEGA LUGS 6" X 12" GRAOELOK EQUAL TO ONE BAG OF W/Y.J.SPLIT GLANDS SACKRETE BLOCK AS DIRECTED (ROTATE TO FINAL GRACE) OMONAL GATE VALVE &BOX STANDARD FIRE HYDRANT ASSEMBLY - Wl-oo W1-02 2" SQUARE x 2" HIGH Cg pTl�RNEtL HY puTI ORES; 'k R£ °ER ?0 TECHNtCAf. CT��pON 09 0312 COAT LiD WITH OPERATING NUT APPROVED WQUAL FOR TRACER WIRE WSAlLATIOH BLUE ENAMEL PAW7 COPP RHEAO SNAKEPIT TEST in SAPPRDVE�LIEOUAEU OR GROUND LEVEL VALVE RATING NUT t 24" EXTENSION MAX. METAL. DETECTOR TAPE TER-/ •••• ,• ,,,•"„ METAL DETECTOR TAPE H•p� TxIL SS SF N B X(STO.) NE PLATE w/ 9o!%,r-our 48" LOW VOLTAGE DIRECT BURIAL GG EE ELECTRICAL WARE CONNECTOR 1" CIA STEEL ROD MIN. T A SOLOINCOPPE SQUARE SOCKET 2 CIA INSIDE 21/4" DEPTH TWO 318" SET SCREWS ON (118'• MIN WALL EITHER SIDE TO LOCREWS CK THE TYPICAL UTILITY METHICKNESS) RE TO G NU . TYPICAL UTILITY PIPE OUTSIDE EDGE OF BOTTOM Jn nil SOCKET, *TRACER �CTLgWIRE Y AABOVg�THtE jTALLLED DEAD END AND 8 ��ERVALS EO TO THE PIPE AT ISR T 8 E SH L EX=EI�DE. GATE VALVE EXTENSION ND NO OF wi- 1 UTILITY PIPE LOCATION MATERIALS u � ,C FO o wl-o3 24" MW. UNDiSTURED GIRT UNDISTURBED DIRT "ND OF LINE :AP/PLUG *DOING SAD PLAN VIEW COMPACTED SELECT /- on , \- CONCRETE SECTIONA A NOTE: DIMENSION FOR CONCRETE VARIES WITH AT W ERLW'e SIZE END OF LINE BLOCKING NOTE: 1-EMBEO COPPER LINE N TAMPED SAND FROM BRONZE INSECT SCREEN UNDISTURBED SOIL TO 6" ABOVE AND ON 80TH WIS.S. HOSE CLAMP SIDES OF COPPER. PIPE. 2,PAYMENT FOR 80 ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM SHALL INCLUDE ALL MATERIALS. AS SHOWN N BREAKER VALVE OETAiL. WCLUDNG MAN LINE TAPPING SADDLE. VALMATIC MODEL 101.tr) 3. PIPE SiZE SHALL BE 1" OR 2". OR MODEL 102 (2'7 OR 4,SIZE OF LINES AND VALVES MAY 8E MODIFIED BY APPROVED EQUAL _ THE ENGINEER HOT -BOX POLY ROX MODEL PHIRI tr) WITH HEAT OR MODEL PHIR2 (2") WITH HEAT OR APPROVED EQUAL 4" X 3' X 3' CONCRETE PA) (FOR 1•' PIPE). 4" X TX 3' CONCRET PAD (FOR 2" PIPE) IRON PIPE THREAD COMPRESSION FITTING AND BALL GATE VALVE TYPE "K•' COPPER TUBING TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VALVE & VACUUM CHECK VALVE �r- Q7 ---- GA:V. ELL F� GALV. NIPPLE�-EMOVTEAND N DISCARD NOTES. WARNING SiGN h MAA LINE 2' X 4• X 6" CONCRETE SLAB 1. FURNISH AS SHOWN ON PLANS "" • .:; : ' INSTALL MALE QUICK AMERICAN FLOW CONTROL EXIST. GRACE CONNECTION .& .CAP TRENCH ADAPTER BLACKpA OR AN APPROVED 4.0 % g BRASS BALL VALVE PiPE MATERIAL Z MJ TAPPED CAP BRASS THREAD PIPE WATER TEXT -� MAIN \- CONCRETE SECTIONA A NOTE: DIMENSION FOR CONCRETE VARIES WITH AT W ERLW'e SIZE END OF LINE BLOCKING NOTE: 1-EMBEO COPPER LINE N TAMPED SAND FROM BRONZE INSECT SCREEN UNDISTURBED SOIL TO 6" ABOVE AND ON 80TH WIS.S. HOSE CLAMP SIDES OF COPPER. PIPE. 2,PAYMENT FOR 80 ITEM OF "AIR RELEASE VALVE" AIR RELEASE/VACUUM SHALL INCLUDE ALL MATERIALS. AS SHOWN N BREAKER VALVE OETAiL. WCLUDNG MAN LINE TAPPING SADDLE. VALMATIC MODEL 101.tr) 3. PIPE SiZE SHALL BE 1" OR 2". OR MODEL 102 (2'7 OR 4,SIZE OF LINES AND VALVES MAY 8E MODIFIED BY APPROVED EQUAL _ THE ENGINEER HOT -BOX POLY ROX MODEL PHIRI tr) WITH HEAT OR MODEL PHIR2 (2") WITH HEAT OR APPROVED EQUAL 4" X 3' X 3' CONCRETE PA) (FOR 1•' PIPE). 4" X TX 3' CONCRET PAD (FOR 2" PIPE) IRON PIPE THREAD COMPRESSION FITTING AND BALL GATE VALVE TYPE "K•' COPPER TUBING TAPPING SADDLE W/ CORPORATION STOP. AIR RELEASE VALVE & VACUUM CHECK VALVE THRUST BLOCK *NOTE: RESTRAEO JOINT 6" M. J. ELL PLACED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL E 957 AND REDUCERAS REQUIRED STANDARD DENSITY PER ASTM 0698 IN-LINE BLOW OFF ASSEMBLY W3-01 �r- Q7 ---- GA:V. ELL PIPELINE GALV. NIPPLE�-EMOVTEAND N DISCARD NOTES. WARNING SiGN MJ PLUGv OX AND SHAFT EXT EXIST. GRADE 4'-0"--//CASTERON VALVE BOX COVE MAA LINE 2' X 4• X 6" CONCRETE SLAB 1. FURNISH AS SHOWN ON PLANS "" • .:; : ' INSTALL MALE QUICK AMERICAN FLOW CONTROL EXIST. GRACE CONNECTION .& .CAP TRENCH ADAPTER BLACKpA OR AN APPROVED 4.0 AND ON ALL VALVE SIGN POSTS. BRASS BALL VALVE PiPE MATERIAL Z MJ TAPPED CAP BRASS THREAD PIPE WATER TEXT -� MAIN �A� YY AR 1 V-, G 2•.FROM 20 GA S EEL7 BATE GOON BEADETAiICRETE BLOCKING E iT WATER UNDISTURBED PLACED0ON 8E CA C0 wAN�C GWITH a v SECTIONX-X 10" 4" END OF LINE Ramco PIK-se ENAMEL FINISH. FURNISH ONE WARNING AND ONE VALVE SiGN W3-03 W3-04 ' 6,8" 1.5 CONTACT THE CITY AND ONE POST FOR EACH VALVE 5 L2 , .. v v • o .,o O.t BEFORE EXCAVATING INSTALLED AND AT OTHER YELLOW LOCATIONS AS SHOWN ON PLANS. •• GACKGR FURNISH SAME NUMBER OF " o . , M. J. TEE 14" REPLACEMENT SiGNS AS FOR EACHINSTALL OR CROSS VALV NUMEREON (OMITTING ANE sm BLAH) P. .' NO. INOT A SEPARATE PAY ITEM) 2" BLACK PRESSURE SENSITIVE NUMBERS ONCRE CTE SLAB • :.., :. TO BE ADDEO AFTER WHITE /0" BASIC SIGN HAS BEEN BACKGROUND. PAINTED. '•.: MJ PLUG PIPELINE WARNING SIGN ^- VALVE IDENTIFICATION SIGN 4•-0" "AK $' BLUE. HEAVY DUTY. WING VALVE BOX AND SHAFT EXTENSION CHANNEL POST 4•.0"CAST IRON VALVE BOX COVER 2'X 4• x 6"CR CONETE SLAB 2'X 4•X 6" CONCRETE SLAB •:.:'. •.• : > • • 4•.p•• NOT GREATER �% • * THAN 45• `-BACK FILL:? AMERICAN FLOW CONTROL TRENCH 6„ ADAPTER OR AN APPROVED EQUAL AT SEND AND PLUG. THRUST BLOCK *NOTE: RESTRAEO JOINT 6" M. J. ELL PLACED ON COMPACTION WITHIN LIMITS W/THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING OF ASSEMBLY SHALL E 957 AND REDUCERAS REQUIRED STANDARD DENSITY PER ASTM 0698 IN-LINE BLOW OFF ASSEMBLY W3-01 �r- Q7 ---- GA:V. ELL o GALV. NIPPLE�-EMOVTEAND N DISCARD VO LUE USE 2" METER BOX WITH 1 L MJ PLUGv OX AND SHAFT EXT EXIST. GRADE 4'-0"--//CASTERON VALVE BOX COVE CAST IRON LD it 1� SCH. 40 GAL!. PIPE 2' X 4• X 6" CONCRETE SLAB t I AFTER BLOW -OFF I 1 "" • .:; : ' INSTALL MALE QUICK AMERICAN FLOW CONTROL EXIST. GRACE CONNECTION .& .CAP TRENCH ADAPTER I OR AN APPROVED 4.0 4" APPROVED EQUAL BRASS BALL VALVE PiPE MATERIAL Z 6.8- 2.0 2.0 MJ TAPPED CAP BRASS THREAD PIPE WATER Lao - MAIN BRASS ELL -,,,, LL MJ TAPPED CAP OUTER BEADETAiICRETE BLOCKING E iT WATER UNDISTURBED PLACED0ON 8E CA C0 wAN�C GWITH EARTH SECTIONX-X BRASS NIPPLE 4" END OF LINE 2" BLOW -OFF RISER BLOW -OFF W3-03 W3-04 NOTE: USE POLYETHYLENE WRAP OR T£E-lotusr EQUAL ETWEEN CONCRETE &PLUG m THRU57 C� `A VOLUME TO PREVENT CONCRETE FROM ru STICKING TO PLUG. 468 5.1 /. 0.3 10 iL 1.5 0. Tom' THRUST -BLOCK THRUST BLOCK NOTES: L ALL CALCULATIONS ARE BASED ON INTERNA. PRESSURE OF 200poiFOR 24" AND SMALLER INNER DIAMETER PIPE. 2. ALL BEARING SURFACES OF THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED EARTH OR ROCK. 3. CONCRETE FOR BLOCKING SHALL E 2000 psi. 4. DIMENSIONS MAY BE VARIED AS REQWREO 8Y FELO WHERE AND AS DIRECTED BY THE ENGINEER. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN -SHOWN HERE. 5. WATER MAIN SHALL NOT BE PRESSUIMID UNTIL ALL CONCRETE BLOCKING HAS REACHED 1500psi. THRUST BLOCK DETAILS POUR CONCRETE AGAINST CONCRETE SHALL NOT UNDISTURBED EARTH EXTEND -BEYOND JOINTS% BEND SiZE IiA o C� VO LUE APPROVED EQUAL. 1.1 :iil t . � � 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 6• ALL SERVICE WYES b EXTENSIONS ARTO INSTALLED WITH THE MAN LINE CON$TRUCTI go. 6.8- 5.0 1.5 1.510.9 2.7 0.4 10.12' 6.5 2.5 1.511.2 4.0 1.0 S. LOT CORNERS SHALL BE MARKED WITH A LATH UNI 45• 6.8- 2.0 2.0 1.510.9 1,5 0.2 Lao - 1.5 1.2 POUR CONCRETE a` OUTER AIGANSi UNDISTURBED 22.5, EARTH SECTIONX-X PLAN VIEW HORIZONTAL THRUST BLOCK SCHEDULE BEND SiZE IiA o C� VO LUE APPROVED EQUAL. 1.1 :iil t . � � 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 6• ALL SERVICE WYES b EXTENSIONS ARTO INSTALLED WITH THE MAN LINE CON$TRUCTI go. 6.8- 5.0 1.5 1.510.9 2.7 0.4 10.12' 6.5 2.5 1.511.2 4.0 1.0 S. LOT CORNERS SHALL BE MARKED WITH A LATH UNI 45• 6.8- 2.0 2.0 1.510.9 1,5 0.2 12" 3.5 2.5 1.5 1.2 2.2 0.5 22.5, 6.8" 1.5 1.5 L5 0.9 0.8 0.1 t0.t2 2;0 2.5 1.5 L2 1.1 0.3 6,8" 1.5 11.25' 10.12' 1,5 1.5 5 L2 0.6 O.t TYPICAL HORIZONTAL THRUST BLOCK NOTES: 1. NO SPLICES N COPPER RISING WILL BE ALLOWED 4. MATERIAL USED SHALL BE AS SPECFIQOR AN FELSERVICEETEOP APPROVED EQUAL. FOR SINGLE SERVICE ORBETWEENN THE SERVICE SADDLE AND THE WYE FOR DOUBLE SERVICE. 5. ALL CONNECTIONS TO 8E COMPRESSIOITYPE• 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 6• ALL SERVICE WYES b EXTENSIONS ARTO INSTALLED WITH THE MAN LINE CON$TRUCTI TO PINES TEST LAE IMMEDIATELY AFTER THE STREET CROSSINGS HAVE BEEN INSTALLED.D, 7. METERS AND VALVE BOXES SHALL BE LACED BY CITY UPON PAYMENT OF FEE. 3. MARK EACH SERVICE END WITH META. "T" POST PAINTED BLUE. S. LOT CORNERS SHALL BE MARKED WITH A LATH UNI THE SUPERVISION F .A iRPLS UPON COMPLETION Of CONSTRUCTION. ,-CONC. CURB R GUTTER; I':. • : **SEE TECHNICAL SECTION 33 12 13 FOR MATERIAL REQUIREMENTS APPROVED SI FOR DUCTILE TAPPED TEE WATER STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, ORIVEWAYS.AND PARKING AREAS) AND SHALL EXTEND & BEYOND THE CURB LINE. STRUCTURAL BACKFILL SHALL BE CEMENT STA BRED (OPTION NO.2 N W4-03) OR EXCAVATED SOL COMPACTED TO 98V MAXIMUM DRY DENSITY AS PER ASTM 0698 WITHIN OPTIMUM TO -4Y. WET OF OPTIMUM (OPTION iN0.1 N W4.02) JOINT W2-00 NOTE: L STANDARNO D SPEC ICATtON FOR WA ER ANDESEWERIIAE CON TRUCTIONTY 2. STEEL B8p0CASINGppR�SMALL E AS SPECIFIED N THE TECHNICAL SPECIFICATIONS. 3. HE ,CiitRr�EtN& ERRREO, WET BORING ALLOWED ONLY WHEN APPROVED BY 4. PIPE CROSSING A ROADWAY SHALL 8E NISTA.{{,,EO ABOVE THE MAIN 1T TIES INTO H A BEND SUCH THAT THE CARlR1ER PSE cAN E PULLED ABOVE THE PARALLEL 2'-0,• MN. ENCASEMENT- 2'-0" MN. OPEN CUT LUST WIDTH OF PAVEMENT CATE VALVE 7 ( LY -0" MN. RP STOP N1_7 1" 1-1 LINE i NEW WATER (SHORTAND STRUCTURAL BACKFILL AREA OPEN CUT LIMIT BE OW EN CUT ORB TED A B THE ENGINEEYR W2-02 NEAREST JOINT (T Ea ENO) CARRIER A 1 -PC. PUL TIGHT HE SEAL W/ CLAMPS 1) SIDE) Ir BRASS CURB STOP ----R/ WITH PLUG (REFI O --- 4.11.-----� - . VIEWAA 3 DOVBLESERVICE -o a �A 2' MN: 3' MAX. BALL VALVE - PAD --2' MN. WITH PLUG (2 FOR DOUBLE SERV.) A )" TYPE "K" COPPER TUBING (2 FOR DOUBLE SERVICE) 1-1/2" X rBRASS WYE' CIFOR DOUBLE SERV.) G (SINGLE SERVICE) USING IOOUBLE SERVICE) 1.1/2" CUT-OFF BEFORE WYE k- z r WL CLO. SPACER 1 \-STEEL CASING ;-ADJUSTABLE TOP RUN[O:RS 3S TO MAINTAIN r 11MAX CLR. V" STEEL CASING 8" WIDE BAND STAINLESS _max-- UU% dwv, a.a..� caa'.'-NEOPRENE STEEL (TYPE 304) TYPE3041 e' WIDE BAND PROVIDE 4 - � NEOPRENE INSULATION SLEEVE POLYMER RIMERS -. CENTERED RUNNERS AT 4S, BETWEEN PIPE AND BAND NON -CENTERED; CLEAR ELL, BOTTOM UN TRAMO F FLOTATION( POLYMER RUNNER (TYP) ILATED: "APS M. MOD SSW- "CASCADE- CASING DETAIL NOTE: !ACNE i, FOR MORE INFORMATION ON WATER AND SEWER LIE CROSSING :e� E TY .VE BOX STANDMD SPECIFICATION FOR WATER AND SEWER L CONSTRUCii N 2. STEEL CASING SHALL BE AS SPECIFIED N THE TE AL SPECIFICATIONS. 3. DRY BORING A REQUIRED. -4. .PMII�TH A Et�GS(7CHOiHATATHE IA CARR�RNIRL AN AN 0 IPEU{LE v0 ETTH�SPARALLLEL TEg OR TAPPING S6E vE USE 6 1)VE A.ENCASEMENT Lee OSHOULDER 5'-0" WIDTH OF PAVEI NMN. r I GATE VALVE Y-0" BELOW DITCH FLOW LINE,. I � CARRIER PIPE-' STEEL ''C -4-00 tA _ L TYPICAL URBAN CITY STREET CROS -SING TYPICAL RUI SELECT MATERIAL MATERIA. EXCAVATED FROM THE DITCH. (WHICH 15 FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) ORIGINAL GROUND OR ORIGINAL, GROUND INCHES IN THE LARGEST DIMENSION), COMPACTED TO A BOTTOM OF SUB -GRACE IN FUTURE STREET MIN9MUM OF 907 OF MAXIMUM DENSITY AS .DETERMiNED BY N .FUTURE STREET AREA PLACE METAL OEYECTOI AREA PLACE METAL DETECTOR ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN TAPE AT A MINIMUM OF TAPE AT A MINIMUM OF 24" OPTIMUM TO •47 OF OPTIMUM UNDER NON-STRUUCTURA. r" ABOVE TOP OF P0'E ABOVE TOP OF PIPE AREAS de...YARDS, PASTURES. EASEMENTS) AND TO A MINIMUM OF 98Z OF MAXIMUM DENSITY AS DETERMINED BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN :'?:: Y `��` •• OPTWUMTp •4it OF OPTIMUM UNDER NEW STREET : ®SELECT MATERIAL. f_ :,-••-..,,,. ANO PAVEMENT AAREAS. ® SELECT MATERIAL. �© CEMENT STABLIZED SAND @ (MANUALLY ® GRANULAR MATERNAL. 6-12- CONSOLIDATE , MATERIAL. SHALL. E BANK RUN RIVER SAND WHICH IS FREE r` " BQ (MANUALLY 'c AT OPTIMUM OF DETRIMENTAL. QUANTITIES OF CLAY. DEBRIS, OR ORGANIC �: CONSOLIDATE MaisTURE) MATERIAL AND WHICH. WHEN TESTED BY STANDARD , AT OPTIMUM 4" . '.. LABORATORY METHODS,MEET THE FOLLOWING REQUIREMENTS: ^ MOISTURE) MAXIMUM LIQUID LIMIT 45 {,� ]I �� UNDISTURBED SOL MAXIMUM PLASTICITY INDEX �` ! �� UNDISTURBED SOIL 6 MAXIMUM PERCENT PASSING NO. 200 SIEVE- 35 PIPE U.U. MINIMUM PERCENT PASSING 314" SIEVE 100 O.D. THE MATERIA. SHALL BE FREE FLOWING AND WHEN WET. SHAALL 6" iWN.n2" MAX. NOT ADHERE TO FORM A BALL WHEN PRESSED A THE HAND. 6" MMIN.112" MAX. OPTIONNO. I p CEMENT STABILIZED SAND OPTIONNO. 2 I BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS 511 CARRIER PIPE -i CR NOTES: 1. FOR BEDOM AND IRENCMWO WITHIN ALL PAVED AREAS SEE DEIALLS FOR OPEN CUT STREETS. 2' ALL NCINSTA LLATION E IACORDANCE WITH A 3t WWA S DS FOR PVC PIPE. 3. ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL. BE N ACCORDANCE WITH ANSI/AWWA CI5O/A2L50 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL 5. RELATIVE COMPACTION S£ALL BETESTED N THE 6. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. 7. AVINGEO PLATWGG PLALL ACED' A THE END F AND TEMPORARY WORKING DAY. 8. SEE "OPEN CUT DETAILS" ST4-00. ST4-01 & ST4-02. 9. EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATERIA. IPENDING NSED�T�BE B FEET NLE T . ON IN HISAREA. CITY OF BR AN The Good Life, Terastyle." W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVEMEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCtt SODDED OR HYOROMULCHEO AND WATERED UNTO, GROU►TH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT. BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL' BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING, THE ENTIRE TIME THAT EARTH HAS SEEN BAREO BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VELE ATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD E CLEANED OF SILT:SER EVERY RAN. JESTISHIMENT OF VEGETATION MAY BE A WARRANTY ITEM. DRAWN BY: C.L.M. II DATE: 01-01-09 11 SCALE: N T S _ APPROVED: W. P.K. _ FIGUR : I SHEET 1 O i NOTE: NOTES: MANHOLE BASE SHALL BE PLACED ON FORM SUBGRADE. I. A MAX. OF 4 AND A MIN. OF 2 THROAT RAGS 4. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: ADDITION OF OF CEMENT STASkIZEO SAND OR GRAVEL SHALL BE USED AT EACH MANHOLE IN NEW MANHOLE OMA; MAW SIZE {,QjjQb COMPACTION REQUIREMENT 4 FT MAY 8E REOUIREtI TO STABILIZE FOUNDATION. OR EXISTING RNGHra�.WAY. PAVEMENT -- - - - - - -98 Y. STANDARD PROCTOR - ASTM D 698 a ��. 2. U5£ AOEKA SEALANT .OftA APPROVED EQUAL LANDSCAPE AREA---- 90 Y, STANDARD PROCTOR - ASTM 0 698 6 FT �181361p.Nn. BETWEEN RING/COVED. ADJUSTMENT RAGS 6 FT �•36in• AND CHIMNEY OR CORBEL/CONE SECTION. 5, NO RINGS ARE REQUIRED OUTSIDE OF 3. MANHOLE BASE THICKNESS AND FOUNDATION STREET RIGHT-OF-WAY AS FOLLOWS: 6. IN FLOODPLAINS OR AREAS OF CONCENTRATED MANHOLE DEPTH (FT.) BASE THICKNESS FLOW. THE COLE SHALL EXTEND t FOOT ABOVE 5£E NOTE 7. 0 - 12 _ - _ - - _ _ - - ._&'• THE BASE FLOOD,ELEVATION OR A BOLT DOWN 12 ANO OVER _ _ _ _ _ _ _ _ _ 1Z'• WATER -TIGHT RING AND COVER SHALL 8E USED. VENTED WHERE REQUIRED. ! 7. WAR" SON ONLY TO BE PLACED WHERE fiL- SEWER CROSSES OPEN FIELDS. SEWER SIGN MANHOLE Sites- iO (SEE DETAIL S3a6 1 STD. DUCTILE IRON MANHOLE COVE L 3' MIN. AND FRAME (30" CIA, OPENING) OR EQUAL tx" MAX. 12" MAX.,, SECTIONA -A SEE NOTE ' SEE NOTE L ' 2'-6" PRECAST REINFORCED 2'-V' CLASS "A" CONC. CONC. MANHOLE SECT. N 3000 PSI W 28 DAYS ASTM OES. C-478 VARIES VARIES ` 8' GREEN. HEAVY DUTY. fri STANDARD CLEANOUT VARIES (SEE TABLET ;>-:; BACK FULL AROUND MH SHALL WING CHANNEL POST BE AS PER NOTE 4. VARIES "=STANDARD CROSS PLUG . S" MSN. MN. '• 9' ': (SEE TABLE) 5" RUBBER-GASK£i JOINTS r; / MORTAR SEALANT 24- MIN.MIN.24"W. Ma :.�•: • W vlikEs n� ' ;:...=�; • ; ., ' INSIDE AT ALL JOINTS NASA D `";•,°; *AVERT - 3/4 DIAMETER OF PIPE 6" WN. SIVA PLUG ,• STANDARD CROSS9" UP TO 24". 24" AND LARGER vz-it� 3.. 2'•0" SHALL BE FULL DEPTH INVERTS. .. vArIES 't ` ,• * BASE A 3 A WATERSTOP-PPECONX VIRES •. ' } •4 BARS BENT 0 90• AND ... ... a • � `•, MANHOLE ADAPTER SEAL '4 BARS. 8" O.C.E.W. 90• BEND ' ' ' vAREs ' • 90• BEND OR APPROVED EQUAL. WATERSTOP-PtPECONX TE0 TO WAIL AND BASE. • 12 RE0'0) NOTE: OEPTHIS GREATER THAN -2' MANHOLE ADAPTER SEAL. SEE BASE ;= �...•..:...'. - 6" MIN. WILL REQUIRE 2 MATS OF 44 BARS. &" O.C.E.W. OR APPROVED EQUAL. :•� c •: .:... �• • .: •+ .• ; .. ••....., REINFORCING STEEL IN THE (2 REO'D) NOTE: WEPT RS GREATER 2 MATS NO 12• NOTE FOUIDATNO BASE. REINFORCING STEEL IN THE. BASE. 04 BARS. V' O.C.E.W. -- DEPTHs wnrERSTOP.PIPECONX CASTMPLACEAMAHOLE GREATER THAN i2 FEET WILLREOM MANHOLLE ADAVED ER SE•,A. PRE -CASTLE 4NHOLE OR 2 MATS OF REINFORCING STEEL IN THE 42 REO'0) BASE STANDARD DROP MANHOLE STANDARD MANHOLE .NOTE: CAP CLEAN-OUT AT BLIND FLANGE ON RESTRAINED JOINT FOR FORCE MAiNS. 51-02 PVC CROSS NOTES: PVC PLUG WITH HALF MOON 1. 1" CIA. "STARTER" HOLES SHALL BE DRU. EO THROUGH WAIL OF CAST -IN-PLACE RIPE O•D• EXISTING MANHOLE SPACED 3" APART CE�TER i0 CENTER. CUT OUT OF IT - TO FORM REMOVE AVERT AS REQUtREO AFTER "STARTER" HOLES HAVE BEEN INSTALLED AND APPROVED SEE DETAIL (STO) FOR ::: ; 4" DAM. HALF THE PPE DNA. AND NEW INVERT FOR NEW CONSTRUCTION OF Mit ... -PERIPHERAL LIE. NEW INVERT SHALL 8Y GONGRETINSIDEINSPECTOR. jIE PERIPHERALC�T"STARTER BEGIN REMOVING "STARTER" HOLES HAVE SMOOTH TRANSITION THE (SEE NOTE i.) INTO EXITING AVERT, REWORK CONCRETE SHALL BE REMOVED WITH PNEUMATIC HAND TOOLS. GROUT wPVC PPE ONE SiZE EXISTING INVERT AS REQUIRED' 2. THE NUMBER OF REBAR DOWELS SHALL VARY WITH SIZE OF NiETHAN OPENING. REBAR SHALL NOT BE SPACED MORE THIN 12" CC. ��`• 3. WATERSTOP SHALL BE INSTALLED W STRICT ACCORDANCE WITH p� p�p� F 1-3/4~ STAINLESS 1�OPENING CREATION DETAIL GROu MANUFACTURERS REQUIREMENTS. see &M Pf 1�►D EiEY tTYPY SANDSTEEL A 4. CONCRETE SHALL BE 3.000 P.S.I. 5/8' STAINLESS .STEEL '•; 45• ELBOW 1,-0, SYNItO-FLEX PREFORMED ANUS S £xPAtTS10N (TURN W/FLOW ONCKR£TE PLASTIC ADHESIVE DST R :��'� & GROUT IN PLACE) OuCG . .. WATERSTOP.OR APPROVED VAR1E tTY� 3 REBAR tt4 LONG) EMBEDDED ANO EQUAL.. (SEE NOTE 3.) EPDXYEO INTO MANHOLE 2-; GROUT WATERSTOP - PFECONTX - WALL_ 3••• (SEE NOTE 2.1 NEW INVERT SEE NOTE 4ESTABL(SUBIENt OF vmurv#Lvlwv MAY BE A WARRANTY ITEM. PLAN STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS. STREETS. ALLEYS. ORIVEWAYS.AND PARKING AREAS) AND SHALL R -O -WOR EDGE OF EASEMENT 2- CUSHION REQUIRED EXTEND S' BEYOND THE CURB L STRUCTURAL CEMENT STABILIZED FOR ROCK. CONCRETE �► SANDAS • BACKFU,L SHALL BE CEMENT ST iZED (OPTION �b N0.2 W S2.02fjOR EXCAVATED SOU. COMPACTED 9/C '� 5' VARIES -� NOT LESS THAN, 3" TO 98Nt MAXIMUM DRY DENSITY AS PER ASTM 0698 :. - WITHIN OPTIMUM I TO •4Y. WET OPTIMUM �.'" r•�' ` (OPTION N0.1 W ; 52-02) 't (SEE NOTE t.) PVC (SEE NOTE 3) ;: �+ PAVEMENT MEAS (MN. tX SLOPE) STO.450 BEND 1y VARIES HEIGHT _42 SEND B/C STANDARD CLEAN -'=:- :::: _�'•:-�StOENiALiC: 5. 5TD.450 SEND.0 OUT FOR MAIN LINE T SEE NOTE 4 STRUCTURAL BACKFILL AREA TEE WYE SER'ACE S2-01 S2-03 FITTING (SEWER WYE. AND Vg BEND) ®- SELECT NATIVE MATERIAL ORIGIN6IL GROUND W DE" CORM MTONPROME MATERNAL EXCAVATED FROM THE DITCH, tWHICH IS FREE OF FUTURE! STREET AREA ROCKS. -LUMPS, CLODS. OR DEBRIS LARGER THAN TWO (2) INCHES iN THE LARGEST DIMENSION). COMPACTED TO A MINIMUM OF 90X OF MAXIMUM DENSITY AS DETERMINED BY "r�e+r t:-" :` :: \_ ®SELECT MATERNAL R -O -W OR EDGE OF EASEMENT ASTM 0698 tSTANDARO1 AT A MOISTURE CONTENT WITHIN OPTIMUM TO •4X OF OPTIMUM UNDER NON-STRUCTURAL �-- ' ...: (9) SELECT MATERIAL •' AREAS fie ...YARDS. PASTURES. EASEMENTS) AND TO A12- MIN. @ SANT STABILIZED MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED©(MANUALLYt2" ATN. VARIES BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE ;,.n 8Q (MANUALLY OPTIMUM TO •4X OF OPTIMUM UNDER NEW STREET AND AT OPTIMUM CONSOLIDATE PAVEMENT MEAS. . ` T ;.'i AT OPTIMUM Ey mw �jss' ELOW : �•;:;.; MOTS URE Q 3.5! MAX. PtP BELL 6•• �p MOISTURE) ® GRANU LAR MATERIAL E W "":"` PIP$ BELL (SEE NOTE 1,) MATERIAL SHALL 8E BANK RUN RIVER SAND WIIgi IS FREE •.::..::�::.:: •(�-UNOUSTURBEO SOIL OA. •� 0 DETRIMENTAL QUANTITIES OF CLAY, DEBRIS. OR ORGANIC j UNDISTURBED SOU. MATERIAL AND WHICH, WHEN TESTED BY STANDARD O.D• ::' : jF PVC (SEE NOTE 3) LABORATORY METHODS. O.D. » N. 1z SLOPE) MEET THE FOLLOWING REQUORE4ENTS: NM MAXIMUM LiQt!>d LIMIT 4$ 6" MiMT./:2" MAX. PLACE METAL DETECTOR MAX" PLASTICITY INDEX15 TAPE AT A QF 24- 6 MAN./12'• MAX. MAXIMUM PERCENT PASSING N0.200 SevE 35 ABOVE TOP OF PIPE 2.0 MINIMUM PERCENT PASSING 3/4" SiEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET.SHALL OP710NNO. X OPHONNO. 2 con NOT ADHERE TO FORM A BALL WHEN PRESSED W THE HMW. SEE NOTE 4 IEE WYE -SERVICE C) CEMENT STABILIZED SAND FITTING (SEWER TEE) STANDARD C011r'NE'CT7ONPROI'ILE 1N. FOR BEDDWG AND TPENCti1vo rFmv ALL' Pa v aaEas. SEE oEracs `..D SET ELEVATKINN EOUAL TO "- MANt(OLE ADAPTER FOR OPEN CUT STREETS. ' PP O. SEAT. APPROVEDPIPE TttP OF LARGEST PM�E N L EQUAL R REO'O) PU•U INSTALLATION OF PIPE W WWA STANDARDS gg �i r�A�(� �+ Kj�� O ?::•?:: Ar+oEVAR B'1 P t13 0, SANITARY C�,1 H7E�V 1V 1'�L1 2. F LDDNG & WS KIN P C SHALL ACCORDANCE TO ANSNA _ OR VC PIPE. WATERSTOP-PIPECONX ot- 3. ALL BEDDING & INSTALLATION OF OiiICTI,E IRON SHALL BE W ACCORDANCE TO ANSVAWWA C150/A2R50. }e� 1 CONNECTION OETAI Tt N VI W L SEc o E M/ A, BEDDING AND TACH OLE ADAPTER SEAR. 4. COMPACTION SHALL BE ATTAINED B'M' MECHMACA! TAMPING. 1 MANH B-1 OR APPROVED EQUAL. OLE CONNECTION DETAIL CHANNEL FORiMED IN Cpl . BI,� � SERVICE CONNECTION 5. ALL TRENCHES ; �--� ,. ARY PAVING OR PLANKING PLACED AT THE ENO OF FOR DI PIPE &PVC PIPE • 1 CONNECTION DETAIL SECTION VIEW 6. SEE "OPEN CUT DETAILS ST4.00. aT4.01. & ST4-0' C) t2 RE0'0) RE CIES SHALL BE BACK FtRLEO AND EMPOR INSIDE DROP MANHOLE e STANDARD SOLE TIE-IN EACH WORKING DAY. 1- 1 B' 51-03 S2-00 . i , I 52-02 NOTE: 41' PVC EXTENSION 4' A' »' 2' . » 2' W/PVC CAPpi NEAREST BEL! MAX 6'8 TYP MAX­TYP 8" TVP. t'25mm] CIA "'``"„'i��,� JOWL (TYP, C MAY NOTES• 2" t5tmm] LETTERING HANDLING HOLE +��+-t/4•' OtA R WHERE DOUBLE WYE SERVICE ELEVATION E LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB. (SEE NOTE 3) aR. t845mm] MIN. SLAB ELEV, MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2.0' EA END) 1. EACH PER SHALL BE COMPLETED iN A SINGLE CONTiNUOUS POLAR. LETTERING STYLE: T' 125mm] CMA r BOOKMAN OLD STYLE LING HOLE 2" 151mm7 LETTERING 2.3/816" CRA 2. MARK EACH- SERVICE END- WITH METAL "T•' POST PARTED GREEN. PVC WYE WITH ,� a 3. ALL SERVICE CONNECTIONS WITHIN THE R -O -W SHALL BE ASTM 03034 SORZ6 NRTH GASKETS. . Y 2. CHAMFER EDGES 3/4", gg PVC CAP ' - +� gp ^LETTERING STYLE: '4t7riui] 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. (SEE NOTE 3) 0 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PER TO A MINIMUM ` E BOOKMANN OLD STYLE V4" [6mml VIIA 5. A CLAN OUT IS REQUIRED AND WiLL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. I CL -8 DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOI, IS :L: 2) PiCKB o t2f PICK ARS7/16" NEOPRENE CASKET 4-V2" 6, C&jW� SMALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF a- T r Hw,1CR. ENCOUNTERED. A A 4 ALL SHAFTS SHW.L BE BORED VERTICALLY PLUM WITHIN » » t/tmm F•�i••� i6" ES: CARRIER PPE 4" PVC EXTENSION 26" GENERA3L NO NOTE= W/PVC CAP 16 42" 1 'O_j t -PC. PULL WATER (SEE NOTE 3) 2.0' METER BOX OR STANDARD 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALR PERS SHALL BE 3. -CRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN I. WHERE- DOUBLE- WYE SERVICE- CLEAN-OUT NOT WSTI G VEGETATION ALL AREAS WHERE E°° AND GRASS COVER HAVE BEEN BARED ELEVATION IS LESS THAN 2'•7" PVC WYE WitH BELOW PROPOSED BACIt OF PVC CAP o: BY CONSTRUCTION 09ti, BE GROWTH DUATELY BLOCK SODDED OR HYDRQMULCIEO CURB MPI. SLAB ELEV. MUST (SEE NOTE 3) o. ��'"-'- ,.. MID WATERED UNTO.. ESTABLtSOtIEO. N DEVELOPED !REAS WHERE BE SST TO 'ALLOW SANITARY f ¢Z PLAN GRASS IS PRESENT. @LOCK StiO WILL BE REQUIRED. BARED AREAS SHALL BE 3$ 1 SEWER SERVICE. a ., SEEDED OR SOLOED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 2. MARK EACH SERVICE END WITHAPPROVED E1105MON CONTROL MEASURES MUST BE INSTALLED DURING THE cn METAL "T" POST PAINTED GREEN. 3 CONIC. CURB CUTTER ENTIRE TIME TriIAT EARTH HAS BEEN BARED 8Y CONSTRUCTION AND SHALL � 3. ALL MATERIAL SHALL 8E ASTM (p STAY W PLACE UNTiL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED O 03034 SOR26 W/ GASKETS AFTER CONSTRUCTION IS ETE AND THEN REMOVED BY CONTRACTOR, t_n a ' 12" O.C. a" BACKGRO FURNISH SAME NUMBER OF 14^ REPLACEMENT SIGNS AS FOR EACH VARIES VARUS 4. A CLEAN OUT IS REQUIRED 6" CLEAN OUT STACK ALL EROSION GUNTROL MEASURES SHOULD BE CLEANED OF SiLT AFTER w AND WiLL BE INSTALLED BY OP OR PVC EVERY RAW. I STL. TYPE304: 8" WOE BAND crw THE PLUMBER AT THE ROW FOR EARTH. SEE SECOMIG i 2" BLACK PRESSURE N SENSITIVE NUMBERS FOR EACH. SERVICE.- AND TREN(It DETAIL BOTTOM •s° BETWEEN PIPE AND BAND SHOWN a ON PLANS n SEE NOTE 4ESTABL(SUBIENt OF vmurv#Lvlwv MAY BE A WARRANTY ITEM. PLAN STRUCTURAL BACKFILL AREA INCLUDES ALL PAVED AREAS (SIDEWALKS. STREETS. ALLEYS. ORIVEWAYS.AND PARKING AREAS) AND SHALL R -O -WOR EDGE OF EASEMENT 2- CUSHION REQUIRED EXTEND S' BEYOND THE CURB L STRUCTURAL CEMENT STABILIZED FOR ROCK. CONCRETE �► SANDAS • BACKFU,L SHALL BE CEMENT ST iZED (OPTION �b N0.2 W S2.02fjOR EXCAVATED SOU. COMPACTED 9/C '� 5' VARIES -� NOT LESS THAN, 3" TO 98Nt MAXIMUM DRY DENSITY AS PER ASTM 0698 :. - WITHIN OPTIMUM I TO •4Y. WET OPTIMUM �.'" r•�' ` (OPTION N0.1 W ; 52-02) 't (SEE NOTE t.) PVC (SEE NOTE 3) ;: �+ PAVEMENT MEAS (MN. tX SLOPE) STO.450 BEND 1y VARIES HEIGHT _42 SEND B/C STANDARD CLEAN -'=:- :::: _�'•:-�StOENiALiC: 5. 5TD.450 SEND.0 OUT FOR MAIN LINE T SEE NOTE 4 STRUCTURAL BACKFILL AREA TEE WYE SER'ACE S2-01 S2-03 FITTING (SEWER WYE. AND Vg BEND) ®- SELECT NATIVE MATERIAL ORIGIN6IL GROUND W DE" CORM MTONPROME MATERNAL EXCAVATED FROM THE DITCH, tWHICH IS FREE OF FUTURE! STREET AREA ROCKS. -LUMPS, CLODS. OR DEBRIS LARGER THAN TWO (2) INCHES iN THE LARGEST DIMENSION). COMPACTED TO A MINIMUM OF 90X OF MAXIMUM DENSITY AS DETERMINED BY "r�e+r t:-" :` :: \_ ®SELECT MATERNAL R -O -W OR EDGE OF EASEMENT ASTM 0698 tSTANDARO1 AT A MOISTURE CONTENT WITHIN OPTIMUM TO •4X OF OPTIMUM UNDER NON-STRUCTURAL �-- ' ...: (9) SELECT MATERIAL •' AREAS fie ...YARDS. PASTURES. EASEMENTS) AND TO A12- MIN. @ SANT STABILIZED MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED©(MANUALLYt2" ATN. VARIES BY ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WITHIN CONSOLIDATE ;,.n 8Q (MANUALLY OPTIMUM TO •4X OF OPTIMUM UNDER NEW STREET AND AT OPTIMUM CONSOLIDATE PAVEMENT MEAS. . ` T ;.'i AT OPTIMUM Ey mw �jss' ELOW : �•;:;.; MOTS URE Q 3.5! MAX. PtP BELL 6•• �p MOISTURE) ® GRANU LAR MATERIAL E W "":"` PIP$ BELL (SEE NOTE 1,) MATERIAL SHALL 8E BANK RUN RIVER SAND WIIgi IS FREE •.::..::�::.:: •(�-UNOUSTURBEO SOIL OA. •� 0 DETRIMENTAL QUANTITIES OF CLAY, DEBRIS. OR ORGANIC j UNDISTURBED SOU. MATERIAL AND WHICH, WHEN TESTED BY STANDARD O.D• ::' : jF PVC (SEE NOTE 3) LABORATORY METHODS. O.D. » N. 1z SLOPE) MEET THE FOLLOWING REQUORE4ENTS: NM MAXIMUM LiQt!>d LIMIT 4$ 6" MiMT./:2" MAX. PLACE METAL DETECTOR MAX" PLASTICITY INDEX15 TAPE AT A QF 24- 6 MAN./12'• MAX. MAXIMUM PERCENT PASSING N0.200 SevE 35 ABOVE TOP OF PIPE 2.0 MINIMUM PERCENT PASSING 3/4" SiEVE 100 THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET.SHALL OP710NNO. X OPHONNO. 2 con NOT ADHERE TO FORM A BALL WHEN PRESSED W THE HMW. SEE NOTE 4 IEE WYE -SERVICE C) CEMENT STABILIZED SAND FITTING (SEWER TEE) STANDARD C011r'NE'CT7ONPROI'ILE 1N. FOR BEDDWG AND TPENCti1vo rFmv ALL' Pa v aaEas. SEE oEracs `..D SET ELEVATKINN EOUAL TO "- MANt(OLE ADAPTER FOR OPEN CUT STREETS. ' PP O. SEAT. APPROVEDPIPE TttP OF LARGEST PM�E N L EQUAL R REO'O) PU•U INSTALLATION OF PIPE W WWA STANDARDS gg �i r�A�(� �+ Kj�� O ?::•?:: Ar+oEVAR B'1 P t13 0, SANITARY C�,1 H7E�V 1V 1'�L1 2. F LDDNG & WS KIN P C SHALL ACCORDANCE TO ANSNA _ OR VC PIPE. WATERSTOP-PIPECONX ot- 3. ALL BEDDING & INSTALLATION OF OiiICTI,E IRON SHALL BE W ACCORDANCE TO ANSVAWWA C150/A2R50. }e� 1 CONNECTION OETAI Tt N VI W L SEc o E M/ A, BEDDING AND TACH OLE ADAPTER SEAR. 4. COMPACTION SHALL BE ATTAINED B'M' MECHMACA! TAMPING. 1 MANH B-1 OR APPROVED EQUAL. OLE CONNECTION DETAIL CHANNEL FORiMED IN Cpl . BI,� � SERVICE CONNECTION 5. ALL TRENCHES ; �--� ,. ARY PAVING OR PLANKING PLACED AT THE ENO OF FOR DI PIPE &PVC PIPE • 1 CONNECTION DETAIL SECTION VIEW 6. SEE "OPEN CUT DETAILS ST4.00. aT4.01. & ST4-0' C) t2 RE0'0) RE CIES SHALL BE BACK FtRLEO AND EMPOR INSIDE DROP MANHOLE e STANDARD SOLE TIE-IN EACH WORKING DAY. 1- 1 B' 51-03 S2-00 . i , I 52-02 NOTE: 41' PVC EXTENSION 4' A' »' 2' . » 2' W/PVC CAPpi NEAREST BEL! MAX 6'8 TYP MAX­TYP 8" TVP. t'25mm] CIA "'``"„'i��,� JOWL (TYP, C MAY NOTES• 2" t5tmm] LETTERING HANDLING HOLE +��+-t/4•' OtA R WHERE DOUBLE WYE SERVICE ELEVATION E LESS THAN 2'-7" BELOW PROPOSED BACK OF CURB. (SEE NOTE 3) aR. t845mm] MIN. SLAB ELEV, MUST BE SET TO ALLOW SANITARY SEWER SERVICE. 2.0' EA END) 1. EACH PER SHALL BE COMPLETED iN A SINGLE CONTiNUOUS POLAR. LETTERING STYLE: T' 125mm] CMA r BOOKMAN OLD STYLE LING HOLE 2" 151mm7 LETTERING 2.3/816" CRA 2. MARK EACH- SERVICE END- WITH METAL "T•' POST PARTED GREEN. PVC WYE WITH ,� a 3. ALL SERVICE CONNECTIONS WITHIN THE R -O -W SHALL BE ASTM 03034 SORZ6 NRTH GASKETS. . Y 2. CHAMFER EDGES 3/4", gg PVC CAP ' - +� gp ^LETTERING STYLE: '4t7riui] 4. ALL SERVICE CONNECTIONS & EXTENSIONS ARE TO BE INSTALLED WITH THE MAIN LINE CONSTRUCTION. (SEE NOTE 3) 0 3. CONTRACTOR SHALL CONSTRUCT CONCRETE PER TO A MINIMUM ` E BOOKMANN OLD STYLE V4" [6mml VIIA 5. A CLAN OUT IS REQUIRED AND WiLL BE INSTALLED BY THE PLUMBER AT THE ROW FOR EACH SERVICE. I CL -8 DEPTH OF 6' OR TO A DEPTH WHERE A GOOD BEARING SOI, IS :L: 2) PiCKB o t2f PICK ARS7/16" NEOPRENE CASKET 4-V2" 6, C&jW� SMALL BE MARKED WITH A LATH UNDER THE SUPERVISION OF A RPLS UPON COMPLETION OF a- T r Hw,1CR. ENCOUNTERED. A A 4 ALL SHAFTS SHW.L BE BORED VERTICALLY PLUM WITHIN » » t/tmm F•�i••� W/GASKETS OROX MW. SEWER LINE 3'-0" M. VARIES (PIPE 15 NOT TO BE PLACED NSIDEWALK MAY BE HORIZONTALLY)- jr of ASN CUT OR Q BOREDOIREo 0 STEEL CASING--ZTHE ENGINEER PROFILE AS REWIRED CARRIER PIPE SEN VER SERVICE LINE CROSSING RE: PIER VERTICAL STEEL DIAMETER #5 BARS i6" - 3 CARRIER PPE STEEL CASING CASING SPACER. 26" 2" TOLERANCE. 30" 16 42" 1 'O_j t -PC. PULL WATER 5. ALL INFORMATION SHOWN IS CITY MINIMUM. ALR PERS SHALL BE 3. -CRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN 4" WIDE x 318" THICK STAINLESS STEEL 'r -ON TIGHT NEOPRENE END TOP RUNNERS DESIGNED BY A PROFESSIONAL ENGINEER. 1. FURNISH AS SHOWN ON PLANS ANO/OR AT EACH MANHOLE WHERE TYPICAL URBAN CITY SEAL W/ STN. STL. TO MAINTAIN r' MAX CLR. BLACK SEWER LINE CROSSES OPEN FIELDS (2 REOD. DUCTILE IRON PPE PLAN `\ XNS TO BE CONSTRUCTED W AR N I N 2. FROM 20 GA STEEL BAKED ON CLAMPS "APS" OR ..PSI. 3$ WRAP WITH ONE r x IW* GALVANIZED STEEL LAYER OF TAR PAPER ANCHOR BOLT SECURED TO MAX TO PREVENT BONDING VERTICAL REINFORCING STEEL , ® CONIC. CURB CUTTER (TYPICAL) SEE NOTE 5- MACHINENG TE BORING NOTE: CASING SPACERS BAND CLAMP STEEL CASING o #4 BAR HOOPS. :e SIDEWALKSIDEWALK CASING) ORS• tR INNER ZM AT SPRINGLIKE 8" WIDE BAND STAINLESSa a ' 12" O.C. a" BACKGRO FURNISH SAME NUMBER OF 14^ REPLACEMENT SIGNS AS FOR EACH VARIES VARUS . (24"-42" DUN. CASING) STAINLESS STEEL (TYPE 3D4) r% Creek E a E ' m $ . i � STL. TYPE304: 8" WOE BAND PROVIDE 4 NEOPRENE INSULATION SLEEVE RUNNERS AT e Q PIER CIA AS . ' i 2" BLACK PRESSURE N SENSITIVE NUMBERS W/ POLYMER RUI NWRSo CENTERED BOTTOM •s° BETWEEN PIPE AND BAND SHOWN a ON PLANS n (SEE NOT£ R) v :; y : ;: 3.5' MAX. OR AS DESIGNED TO BE ADDEO AFTER qESTR�AIt(EO FEROOM FLOTATION; HMH POLYMER RUNNER (TYP) n , WHITE 10"� BASK- SIGN HAS BEEN WATERLINE tSEE-NOTE 1.1 ` `• M,� AATEo: MS. MIC.. MOD SSTs - OR_..0 CASING DETAIL -- a 3" CLEARANCE 0.0-+ 18" O ; (MIN. 4' BURY) STEEL CASING CARRIER PPE NOTE::- 53-01 , 1. FOR MORE INFORMATION 'ON WATER AND SEWER LIE CROSSING PVC (SEE NOTE 3) ,-PIPE T •D '' ���• INTO HOLE 3 SEWER WARNING AND LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPEC+FICATiONS,' SEWER LINE W/ CASING Io 3. CRY BORING IS REQUIRED. SECTT NA A MANHOLE IDENTIFICATION SIGN 2' DESIRABLE2' a 2'-0" MIN. MACHINE IDLING 2•-0'• AHK. PVC tS£E NOTE 3) SEE NOTE `� r S3-03 OPEN CUT (TUNNELING) OPEN CUT 2' MAX. • 2.0 LMT LIMIT ST BEND WIDTH OF PAVEMENT TEE WYE SERVICE FITTING STO PVC COUPLING ASTM 03034 SOR26 PIPE (SEWER WYE AND 1/8' BEND) 411 „• .. . . W/GASKETS OROX MW. SEWER LINE 3'-0" M. VARIES (PIPE 15 NOT TO BE PLACED NSIDEWALK MAY BE HORIZONTALLY)- jr of ASN CUT OR Q BOREDOIREo 0 STEEL CASING--ZTHE ENGINEER PROFILE AS REWIRED CARRIER PIPE SEN VER SERVICE LINE CROSSING RE: PIER VERTICAL STEEL DIAMETER #5 BARS i6" & 24" 12 26" 14 30" 16 42" 24 2 ^`moi 2 p [762aIA mmuri][L1 __ 22gg t65] CiTY OF E 33--5/16" pip ppt862mm] or 4[10335mm7� 2" 1519=1 LETTERING•.`"°, ,°, '' ING STYLE: w PLAN VIE�jj 2" E5tmm] LETT RING LETTERFWAAMSECTION BOOKMAN OLD STYLE LETTERING STYL : OOOKMMN OLD SILL MACHINED SURFACE o .. �l LVDWdnJ .� �[8 mm] t 3 �l�n]1/2" ,�.. 8 n] C62 ] =, 3 [22mm] V12 -3 E mm] R 1.3/4" 1"�IA X 4" LG ER44mm] L S. R00 i COVER SE'CT'ION PIC"AR•DETAIL r .- u u - 0 BOTrOM VIEW STANDARD MANHOLE OFCOVER RING AND COVER j DLJCTRi IRON V-1432-3 S4-01 314" /i6" 3-13/t6" [78tmmMA [2 /ommi '� [20tiunl ! 19/4.. ,��s ������� [.25 10 OF GROOVE 2-V4" O1 t�EOPitl ''GASKET t8p" yy t8t9mm] �/ " ' E737m/% 5, m] [t3rr2im] 718" ] 76 eee�i �3Bmm7 EtOfmm] BOLTHOLESECTION 122r .4 ," (25mm) ER44mmi X 5 i/2" t140mm] ��32E8�1ti'F'iun7�--") t -V2" I CIffM GROOVE I RG STEER SCO �,____ 33- . ,� Bmrnl E��t�nrn� GASKET GROOVE FOR DETARL 30" raA, g 1.1/2' PICLKBAR DETAIL V4" E6mm] IM tt6'na;ni t38mm] Ft?AAMSECTIOIV PNEOPREMTE GASKET MACHINED SURFACE ilITY OF Ill V 2.7/8" 2" LET t73rmn] The Good Life, Texas tyle. LETTERING STYLE: COVER SECTION 800kam Old Style 2" E51=] LETTERING RECESSED FLUSHED '. (4) 5/8"-11 NC X 2" LG G E' CA 4 5/8" -Il 5 X 2 iG HEx CAP S R w & XI OW ZINC PLT. & 6I��NARRO� ZITC PLT, & o 0 RUBBER WASHERS 0 RUBBER WASHERS -'ILII o L o t51mm] ES -mm] CIM02 M, v-z43za CITY HF HRYAN (1) 7/8" (22rmn) tJ1 INA HANDLING HOLE 111716' (22mm) E' EuDIA HANDLING HOLE o ujxo i PLBACARES 2" t5tmm] LETTERING DRAWN BY: C.L.M. 2" EStmm]LETTERINc (2RECESSED FLUSH DATE= 1.01-09 LETTBoolimon Old Style PLAN VIEW BOTTOM VIEW SCAt.E= NTS I APPROVED= W. p, �(- FIGUR SHEET 1 {QF 1 S3 -OO 0 MORE INFORMATION ON WATER AND SEWER LIVE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION. PLAN 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. NOTES: 3. -CRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN 4" WIDE x 318" THICK STAINLESS STEEL APPROVED BY THE CITY ENGINEER. STRAP (PRIMED S PAINTED) FORMED TO 1. FURNISH AS SHOWN ON PLANS ANO/OR AT EACH MANHOLE WHERE TYPICAL URBAN CITY PERMIT SNUG TIGHTENING OF PIPE TO PER PER PIER) BLACK SEWER LINE CROSSES OPEN FIELDS (2 REOD. DUCTILE IRON PPE `\ XNS TO BE CONSTRUCTED W AR N I N 2. FROM 20 GA STEEL BAKED ON STREET CROSSING 53-02 WRAP WITH ONE r x IW* GALVANIZED STEEL LAYER OF TAR PAPER ANCHOR BOLT SECURED TO ENAMEL FINISH. FURNISH ONE UNDERGROUND SEWER ONE SIGN AND ONE POST TO PREVENT BONDING VERTICAL REINFORCING STEEL , ® CONTACT TUE CITY FOR EACH MANHOLE INSTALLED MACHINENG TE BORING BEFORE EXCAVATING ACROSS OPEN FIELD AND AT OTHER YELLOW LOCATIONS AS SHOWN ON PLANS. SHOULDER SHOULDER •' BACKGRO FURNISH SAME NUMBER OF 14^ REPLACEMENT SIGNS AS FOR EACH VARIES VARUS _ A - ' ': �:� ;:. A r% Creek E INSTALLED (OMITTING MANHOLE MANHO E NUMBER ON MANHOLE SIGN) 5'-0" WIDTH OF PAVEMENT 5•-0" ' m $ . VARIE.. NON- 7" NO. (NOT A SEPARATE PAY ITEM) Mt�l. m •� : _ a •: ::.�' VERTICAL STEEL AS PER TABLE W : : Y = • e MARIAL 2" BLACK PRESSURE N SENSITIVE NUMBERS , :..' ev o :; • :� #4 BAR HOOPS. 12" O.C. 0 t8^ - v :; y : ;: O.C.E,W. 1 .. UIS TO BE ADDEO AFTER 3•-0" BELOW DITCH FLOW LINE. 6" WHITE 10"� BASK- SIGN HAS BEEN ` `• • 6"PAINTED. BACKGROUND.a -- O ; ® STEEL CASING CARRIER PPE NOTE::- IL 3 O : :•' , : POUR CONC. AGAINST 1. FOR MORE INFORMATION 'ON WATER AND SEWER LIE CROSSING y m .`'•, ', . :' UNDISTURBED EARTH SEE CITY STANDARD SPECIFICATION FOR WATER APtO '' ���• INTO HOLE PROP. SANITARYSEWER SEWER WARNING AND LINE CONSTRUCTION. 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPEC+FICATiONS,' SEWER LINE W/ CASING 3. CRY BORING IS REQUIRED. _ MANHOLE IDENTIFICATION SIGN TYPICAL CONCRETE DRILLED TICAL CONCRETE TYPICAL RURAL STREET CROSSING PIER FOR AERIAL SEWER CAPPING DETAIL 53-04 r S3-03 2 ^`moi 2 p [762aIA mmuri][L1 __ 22gg t65] CiTY OF E 33--5/16" pip ppt862mm] or 4[10335mm7� 2" 1519=1 LETTERING•.`"°, ,°, '' ING STYLE: w PLAN VIE�jj 2" E5tmm] LETT RING LETTERFWAAMSECTION BOOKMAN OLD STYLE LETTERING STYL : OOOKMMN OLD SILL MACHINED SURFACE o .. �l LVDWdnJ .� �[8 mm] t 3 �l�n]1/2" ,�.. 8 n] C62 ] =, 3 [22mm] V12 -3 E mm] R 1.3/4" 1"�IA X 4" LG ER44mm] L S. R00 i COVER SE'CT'ION PIC"AR•DETAIL r .- u u - 0 BOTrOM VIEW STANDARD MANHOLE OFCOVER RING AND COVER j DLJCTRi IRON V-1432-3 S4-01 314" /i6" 3-13/t6" [78tmmMA [2 /ommi '� [20tiunl ! 19/4.. ,��s ������� [.25 10 OF GROOVE 2-V4" O1 t�EOPitl ''GASKET t8p" yy t8t9mm] �/ " ' E737m/% 5, m] [t3rr2im] 718" ] 76 eee�i �3Bmm7 EtOfmm] BOLTHOLESECTION 122r .4 ," (25mm) ER44mmi X 5 i/2" t140mm] ��32E8�1ti'F'iun7�--") t -V2" I CIffM GROOVE I RG STEER SCO �,____ 33- . ,� Bmrnl E��t�nrn� GASKET GROOVE FOR DETARL 30" raA, g 1.1/2' PICLKBAR DETAIL V4" E6mm] IM tt6'na;ni t38mm] Ft?AAMSECTIOIV PNEOPREMTE GASKET MACHINED SURFACE ilITY OF Ill V 2.7/8" 2" LET t73rmn] The Good Life, Texas tyle. LETTERING STYLE: COVER SECTION 800kam Old Style 2" E51=] LETTERING RECESSED FLUSHED '. (4) 5/8"-11 NC X 2" LG G E' CA 4 5/8" -Il 5 X 2 iG HEx CAP S R w & XI OW ZINC PLT. & 6I��NARRO� ZITC PLT, & o 0 RUBBER WASHERS 0 RUBBER WASHERS -'ILII o L o t51mm] ES -mm] CIM02 M, v-z43za CITY HF HRYAN (1) 7/8" (22rmn) tJ1 INA HANDLING HOLE 111716' (22mm) E' EuDIA HANDLING HOLE o ujxo i PLBACARES 2" t5tmm] LETTERING DRAWN BY: C.L.M. 2" EStmm]LETTERINc (2RECESSED FLUSH DATE= 1.01-09 LETTBoolimon Old Style PLAN VIEW BOTTOM VIEW SCAt.E= NTS I APPROVED= W. p, �(- FIGUR SHEET 1 {QF 1 . _ i CROSS SLOPE 2Z MIN. CROSS SLOPE 4, CROSS SIDEWALK 2'd o 4Z 2!. MAX.. IZ MIN- iq PAVEMmilift =4;�L A a a V TYP.a NOTE: THIS DOES NOT TARE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY 13E REQUIRED OUTSIDE OF THE SIDEWALK. •V r '� , ° • kap , : Sti .. y ®�,py`oaer y 'y •p • • ° X111 : @SOI k PER TAS �- STANDARDS SIDEWALK SLOPE REQUIREMENTS SW1-00 4'•x4"x3//6" STRUCTURAL STEEL TUBING ' O.C. ' O.C. MAXIMUM r'-12" O.C. -�' 1+6" O.C. U U 1 %4"x2"x3116" STRUCTURAL STEEL TUBING 4'• 4-x TRUCTURAL 1"x1"x3/16" STRUCTURAL STEEL TUBING 5t'�EL t�IN S£E CONNECTION DETAIL TYPICAL PEDESTRUN 6" '_' ERA. BOLT CLI JARDR A TT . C0A6NECH0NDETAIL. SW1-01 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTDLGROWTH IS ESTABLiSEEO. IN DEVELOPED AREAS WHERE GRASS iS PRESENT. 13LOCK SOD WiLL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CAL£N OM DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLEO DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH tS ESTABLISHED AFTER CONSTRUCTION iS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAN. NOTES' I. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH 8/CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED V DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS O 4W O.C..CONTRACTiON JOINTS O 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY. INLET BOX. CURB. JUNCTION BOX. ETC.) WITH 03 x 12" BARS O 12" O.C. OR 04 x 12" BARS O 1B" O.C. 4. COMPACTION: COMPACTED SUBGRACE MATERIA. COMPACTED TO A DENSITY AT LEAST 98Z OF MAXIMUM CRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0-4I. WET OF THE OPTIMUM MOISTURE CONTENT 5. A .MINI IUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL GAR p V4" R V2" 0 X 18".12" O.C. r- 314" (COATED-WIHEAVY GREASE) - --5'-0"�VARtES-� 4.. 2/. MAX - RECYCLED ' RECYClEO MATERIAL. i/2" � SEE NOTE 4 THICK . R MANUFSSELL CO. OR W LONG METAL OR PLASTIC CAP. W410E BY J.O. RUSSELL COLOR OIAtIETER TO BE 1116" GREATER' THAN APPROVED EQUAL DIAMETER OF DOWEL BAR. CAP MUST •3'BARS .0 12 O.C.E.W.-OR 28 -DAY CONCRETE BE LONG ENOUGH TO COVER 2"OF -4 BARS O 18" O.C.E.W. STRENGTH= 3000 psi DOWEL AND HAVE STOP SO END OF (4•' THICK MIN.) CAP IS )" FROM .ENO OF BAR. SEE FINISH MATE SIDEWALK EXPANSION ALONG LOCAL STREETS & CONSTRUCTION JOINT SAWED OR FORMED. MW. VARIES-- 118" TO 3116" SEA. WITH EXPANSION JOINT MATERIAL. MN. -e- 2Z MAX. I 318" R F. SEE NOTE 4 _ 4.. -3 BARS O 12" O.C.E.W. OR 28 -DAY CONCRETE 04 BARS O 18" O.C.E.W. STRENGTH = 3ODD psi SIDEWALK CONTRACTION JOINT SEE F� MIN.) SWEEP SAND ALONG MINOR COLLECTORS MIN 8" INTO .ALL JOINTS MAX 24AND LARGER •' -CONIC.5roEWALK 3-1/2" Z;l ip . ,•o-,, oCEPiAB).E /� p o TRAFFIC RATED 8'-0" VARIES-� o PAVER MATERIAL ' •p . V . p .. p e , 6„ E - 2x MAX. 1" MAX. SAND LAYING COURSE ' SEE NOTE 4 ACCEPTABLE SEE NOTE 3 TRAFFIC TT 28 -DAY CONCRETE PAVER MATERIAL 43 BARS O 12" O.C.E.W. OR STRENGTH o 3000 psi -4 BARS O 18" O.C.E.W. 0" THICK MN.) SIDEWALK PAVER SECTION SEE FINNISH NOTE ALONG MINOR COLLECTORS CONCRETE SIDEWALK SWI -02 DETECTABLE WARNING SURFACE LANDING 4" MAX. :tLaad opo. �.�.����.•�a�:� AM (USUAL oa. 6•• MIN, FACE OF 10" MAX. CURB TYPICAL PLACEM NT OF DETECTABLE, WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 C o.jL"dM � V 00 '� Detectoble warning surface toomes to run poroRel to 4" Max pedestrion travel) and Usual �. 6... min \- Face- of 10.. max Curb. TYPICAL PLACEMENT OF DETECTABLE SW2-01 I_ . I � - Face of I� t-TYPiCA1.3 4' RAMP WIDTH � 6 tTYPlCA.) I orb tTYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS GENERAL NOTES FOR DETECTABLE WARNINGS Ir 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA ■ Ir GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION **VARIES 4' **vARES A. I. mi a tWES ARE MAXIMUM 3�D" VARIES GRATE 80LTE0 SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES. STN1.L 6R_NN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK REOOFl r"E641W IN PLACE OR APPROVED COVAL , � �, 3 GREEN SPACE 9' P'y DETECTABLE WARNING SURFACE ADJACENT TO UNCOLOREO . a . - • 6' SIDEWALK 1�A • °' * /ACI IIA • ., SIDEWALK ° ,� * S 5' 'e •, .. A 5' X 5' MNNUM WITH A MAXIMUM 2Z SLOPE IN ANY ° . , °. S y CI Ot ECTloN. _ » - :..:� NOT ALLOW WATER TO ACCUMULATE. 3. MAbIEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 3.ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 6,. . �, Vii:,= z We.4 BARS WITHN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. T14; PARALLEL VEHICULAR TRAVEL PATH, OETECTABI,E 124. >, WARNING '` -- ,,;• �. J DETECTABLE VARIES ITIP) Yid: SURrACE l APPROXIMATE LOCATION FOR THE OETECABLE WARNING PROPERTY SMI£ SURFACE FOR EACH CURB RAMP TYPE. PROPERTY GIN£ _ RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WO L0 NOT TRENCH GRATE MAY ONLY BE ?S ` SLOIFACE IS PLANTING ? "s,ALLOWEO. DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. AND EXTEND THE WITH PRX)R APPROVAL FROM INC CITY ENGINEER AND WHERE THERE IS NO OTHER TtWTULLY OBSTRUCTED. OTHERWISE. PROVIDE FLARED 5tDE5. FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE FULL ?J f, ' �.'•'' • STORM SEWER SYSTEM ** 2Y (i0• CURB RADIUS) 21.9 t2O` CURB RADIUS) �/ .- ° � AVAILABLE. 15.5'(25 CURB RADOSI •, EDGE NEAREST THE CURB UNE iS A MINIMUM OF 6".AND A ST¢WDAROS tTAS) 16 TAC !368102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. CROS'' SLOPE NOT TO EXCEED x DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA. THE MEDIAN SHOULD BE A M MUM 29 OR SE LESS i POR1101 OF RAID OR TRANSITION ` 3 ,��. OF 5' WIDE. ME60i ** ` # 23.St' CII(( RAOIIISi "= TO STREET 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED ILT09CIlRS RADIUS) POLYMER COMPOSITE. PRECAST POLYMER CONCRETE. 1 •°. ,p • NS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE (x(055 SLOPE HOT TO EXCEED � •. 22 OR SE LESS THAN 19 ON ANY ASi SHOWN ELSEWHERE s=• :::�' -._. ''',. .... �, ° MNIKINGS ARE NOT PORTION OF RAID OR TRANSITION ►' «�+ • • TO STREET I THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS s 3• ON THE PLANS. B. 10. HANDRAILS ARE T REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE R UTE CROSSES (PENETRATES) A CURB. Isometric View 5'/61 SIDEWALK AMBULATORY 8' SIDEWALK AlV� BI TLATORY OR BOARD JOINT OF 314" UNLESS OTHERWISE DIRECTED SIDEWALK DRAINAGE RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION 12. PROVIDE A SMOOTH TRENCH GRATE SW3-00 SW3-02 SW3-01 *CROSS SLOPE NOT TO EXCEED 2Z OR BE LESS THAN IZ ON ANY *CROSS SLOPE NOT TO EXCEED 27 OR BE LESS THAN 1Z ON ANY *CROSS SLOPE NOT TO EXCEED 2/. OR BE LESS THAN iZ ON ANY PORTION OF -RAMP OR TRANSITION TO STREET PORTION OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TO STREET / TO STREET 14� by ti� by y� PRO / PRO TY / PROP; RTY / LINE DETECTABLE WARNING LINEPgR / i WATRNINGBLE 8' SIDEWALK SURFACE �y VETINTePLIE -- "' 1 SURFACE �'Y _ - --- SURFACE . RAMP*..�� � aMP* I.., W SIDEWALK i ; : ° OPE ; i' � ADAIP S SIDEWALK OPE 1;12c:> qS! *�, f SL 3' EXPANSION JT. 6 3•A EXPANSION JT. @ SMOOTH DOWEL BAR. SMOOTH DOWEL BAR. EXPANSION JT. b BACK SMOOTH DOWEL BAR. 1/2" DIA. X 16". WITH CAP O 12" O.C. 112' O(0. X 16", WITH CAP O 12" O.C. BACK OF CURB 112 DU. X T6". WITH @ 6. � tC0ATEO W/HEAVY Of CURB CREASE) 6• MN. tC0ATE0 W/HEAVY OF Circe CREASE) s' MIH, CAP tt 12•' O.C. tCOATEE� W/HEAVY 8' SIDEWALK AMBULATORY RAMP 6SIDEWALK AMBULATORY RAMP 5' SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION & DRIVES AT STREET INTERSECTION & DRIVES. AT STREET INTERSECTION & DRIVES S SW3-03 SW3-04 SW3-05 DETECTABLE WARNING SURFACE LANDING 4" MAX. :tLaad opo. �.�.����.•�a�:� AM (USUAL oa. 6•• MIN, FACE OF 10" MAX. CURB TYPICAL PLACEM NT OF DETECTABLE, WARNING SURFACE ON LANDING AT STREET EDGE SW2-00 C o.jL"dM � V 00 '� Detectoble warning surface toomes to run poroRel to 4" Max pedestrion travel) and Usual �. 6... min \- Face- of 10.. max Curb. TYPICAL PLACEMENT OF DETECTABLE SW2-01 I_ . I � - Face of I� t-TYPiCA1.3 4' RAMP WIDTH � 6 tTYPlCA.) I orb tTYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THA GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS (TAS►. THE I. mi a tWES ARE MAXIMUM ALLOWABLE. THE LEAST POSS93L.E SLOPE THAT WiLL SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES. STN1.L 6R_NN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK REOOFl APPROACH Si 9WALKS AS OIRECTEO. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLOREO CONCRETE. UNLESS SPECIFIED ELSEWHERE IN THE PLANS. 2. LANroW05 SHALL BE A 5' X 5' MNNUM WITH A MAXIMUM 2Z SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND Ot ECTloN. NOT ALLOW WATER TO ACCUMULATE. 3. MAbIEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF 3.ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4'X 4• WHOLLY CONTAINED WITHN THE CROSSWALK AND WHOLLY OUTSIDE TRAVEL WHEN ENTERING THE STREET. T14; PARALLEL VEHICULAR TRAVEL PATH, 4. SHADEO AREAS ON SHEETS 3 AND 4 INDICATE; THE 4. MA MIM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP 5 27. APPROXIMATE LOCATION FOR THE OETECABLE WARNING SURFACE FOR EACH CURB RAMP TYPE. 5.CU618 RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WO L0 NOT LY WALK ACROSS THE RAMP. EiTHER BECAUSE THE ADJACENT 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN SLOIFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. AND EXTEND THE �' `; SU85I TtWTULLY OBSTRUCTED. OTHERWISE. PROVIDE FLARED 5tDE5. FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE FULL PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION. DESIGN. LIGHT RELECTNE VALUE 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED So THAT THE Alai TEXTURE MAY, BE FOUND IN THE CURRENT EDITION .OF THE TEXAS ACCESSIBILITY EDGE NEAREST THE CURB UNE iS A MINIMUM OF 6".AND A ST¢WDAROS tTAS) 16 TAC !368102. MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA. THE MEDIAN SHOULD BE A M MUM CORNER RADIUS. OF 5' WIDE. ME60i SHOULO BE DESIGNEO TO PROVIDE ACCESSIBLE PASSAGE DVE.R OR THRO THEM. 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED 1 POLYMER COMPOSITE. PRECAST POLYMER CONCRETE. 8. CRi)SSWALK 091E NS. CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AND CONCRETE. ASi SHOWN ELSEWHERE IN THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MNIKINGS ARE NOT REQUIRED. CURB RAMPS SHALL. BE ALIGNED WITH THEORETICAL. CROSSWALIll OR AS DIRECTED BY THE ENGINEER. 9. EXISTING FEATURE I THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS OTHERWISE SHOW ON THE PLANS. 10. HANDRAILS ARE T REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE R UTE CROSSES (PENETRATES) A CURB. 11. SEPARATE CURB aAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH kEMOLD OR BOARD JOINT OF 314" UNLESS OTHERWISE DIRECTED BY THE ENGINEER.' 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13. FLARE SLOPE SHILL NOT EXCEED 10Z MEASURED ALONG CURB LINE. I I I 2WJ: __ c '` 0000 �r a X Landry d r tl Oetecta6le worrr'ng povar 3 truncated Aj4'. MoxrA dome surfaceDETECTABLEWARAWVGPAVER nd Usum j A ide dare �C4 (Typu01l Face of curb T,RUNCATED DOMEPA7Tj&W CURB RAW DETECTABLE WARNING PAVER , GENERAL NOTES (PAVERS) FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936. C-33. LAY IN A TWO BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECTED. LAY FULL-SIZE UMTS FIRST FOLLOWED BY CLOSURE UNITS CONSiSTWG-OF AT LEAST 25 PERCENT Ot' A FULL. OMT.- CUT OETECTA8I.E WARNING PAVER UMTS USING A POWER SAW. NO.3 REBAR AROUND PAVER INSET DETECTABLE WARRING PAVER WITH TRUUNCATED DOME SURFA�CgE�, r6MORABAL11 OL JOINT A SygS��M TO _ on�A _ jw- {� n. "ova u. us �w AIN. 4" N013 REOAi T 18"IMAX.) •CENTER CLASS ACONCRETE - 801H WAYS '; ,,. SECTIONAA CITY OF BR AN The Good Life, Texas tyle." DRAWN BY: C.L.M. 'I DATE: •01-01-09 SCALE: N T S APPROVED: W. P. K. FIGUR = I'. SHEET 1 F 1 -AE IAE AE 4 AE-,f=� AE—AE-------=-A W- 2 W- 2 W- 1 W-12 W-=12 EXISTING 12" SEWER LINE 8-S S -S 8-S 8- 8-S — EXISTING 8" 1 SEWER LINE I LOT 2 BLOCK 1 CTEC, LTD. CANED A-0 0 V 7 AE—AE— W-12—W-12 E AEW -12 W-12 N � — 01 A AE AEF AE AE AE AEAE--AE—AE 12 W-�L - 2 -12 W-12 -12 W-12-- W-12 W-12 METES AND BOUNDS DESCRIPTION EXISTING 12" F A 7.364 ACRE TRACT j WATER LINE - �� CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE, ABSTRACT �O. 7� LEGEND ROCK PRAIRIE ROAD COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING THE SAME TRACT OF LAND AS DESCRIBED BY A DEED TO CEDAR CREEK GROUP, LLC RECORDED IN 9a— EXISTING CONTOUR (MAJOR) VOLUME 10307, PAGE 83 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, EXISTING CONTOUR (MINOR) TEXAS. PLAT BOUNDARY SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: RIGHT OF WAY DEDICATION AREA BEGINNING AT A 1/2 INCH IRON ROD FOUND ON THE NORTHWEST LINE OF GRAHAM EXISTING PROPERTY LINE — — — ROAD MARKING THE SOUTH CORNER OF LOT 10, BLOCK 1, ROCK PRAIRIE WEST BUSINESS PARK, PHASE 1 ACCORDING TO THE PLAT RECORDED IN VOLUME 4966. EXISTING RIGHT OF WAY PAGE 66 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. FOR EXISTING REFERENCE, A V2 INCH IRON ROD FOUND MARKING THE EAST CORNER OF SAID LOT O PROPERTY CORNER 16' PUE I 10 BEARS: N 42'48'07" E FOR A DISTANCE OF 399.47 FEET; 4966/66 EXISTING PUBLIC UTILITY EASEMENT I THENCE: S 42° 27' 46" W ALONG GRAHAM ROAD FOR A DISTANCE OF 616.65 FEET i (DEED CALL DISTANCE - 617.67 FEET) TO A Y, INCH IRON ROD FOUND MARKING THE PUBLIC ACCESS EASEMENT SOUTH CORNER OF THIS HEREIN DESCRIBED TRACT AND THE EAST CORNED OF A PRIVATE ACCESS EASEMENT CALLED 5.00 ACRE TRACT OF LAND AS DESCRIBED BY A DEED TO ROBERT D: STRAWN AND CARI L. STRAWN RECORDED IN VOLUME 3720, PAGE 257 OF THE PUBLIC UTILITY EASEMENT LINE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. FOR REFERENCE, CITY Or, COLLEGE STATION GPS MON. #116 BEARS: S 34° 01' 11" W FOR A DISTANCE OF 657.9(3 AE EXISTING AERIAL ELECTRIC LINE FEET; W EXISTING WATER LINE THENCE 4 ° 44' " \ o' PROPOSED PLAT, 4966/66 20' PUE 10' P.U.E. 4966/66 — — — — \ — — T — — N 42°25'59" E - 623.38'^ — — — — 50.29' 573.09' \ 44' PUBLI I \ \ ACCESS N EASEMENT I MOREA AMILY INVESTMENTS, LTD 5007/20 1 \ ( ZONED C 2 I \ \ 1 \ LOT 9 PROPO D _- _ -- - - BLOCK 1, / \ 12" WA RUNE I __ 4z- I 1 z.1 n J° I I I I I ROCKPRAIRI WEST \ w BUSINESS ARK, PHASE< 1 NF Ln I PLAT, 4966 ROBERT D. STRA AN WI CART L. STRAWN LED 5.00 ACR TRA N m _ LOT , BLOCK 1 7,0/251 1'- ,S Z N o — — — — — — — ZO oma° ( a ( 7.2 ACRES o DD N Lu PRO OSED ZO EDP m 1>- 1I 15' P.U.E. Q �> r ►- 1� 0 N 1 Ln IJ66gI PROSED 20' P.U.E. 2 Q \ I a 3:11 F °o p I EXISTING MO U FAMILY INVESTMENTS, 9728 238 00 c—n� I I 1 PROPOS D 20' PUE ZONE A-0 8' WAT RUNE 25 PRIVATE 4966/66 CROSS ACC I ( ( EASEMENT (. 15'PUBLIC 1 1 ACCESS EASEMENT 1 ' OPOSED LOT 10 COLL GE STATION GPS -� ( ROPOSED PROPOSED SIDEWALK BLOCK 1 MO . #116 BEARS: 8 WATERLINE 3401'11" W _ 15 P.U.E. 6 MIN. DTH 60 30 0 61 7657.90' s — Ws42�o4"w - 6i6.7a'719— — — — — — — — — — SCALE IN FEET 96.51' 42.00' - -� �—AE---*—AE—AF--AE —AE--AE—AE—AE--AE—AE- - AE—AE AE—AE—AE AE—--•�1E- S 42° " W - 616.65'W-4 3 \ W-4 -4 �Aw 4 R N. GRAHAM ROAD P s�,s, EXISTIN XISTING o• D IVEWAY < 24' PVMT - R.O.W. VARIES DRIVEW Y DRIVEWAY R.O.W. DEDICATION .119 ACRES EXISTIN RIGHT OF WAY - UNE I � - c Ri=o 1 m F c0 CAIN ROAD O z o� g N_ ru ROCK PRAIRIE ROAD ROCK PRAIRIE ROAD WEST O G PROJECT m LOCATION 1 Z g � NORTH GRAHAM ROAD - NOT TO'SCAL Q -T FOR RECORD IIA'ELIMI-NARY PLAN Fri Is M W WA 7.364 ACRES BLOCK 1, LOT 1 - 7.245 ACRES ROW DEDICATION - 0.119 ACRES CRAWFORD BURNETT SURVEY, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS ALE: 1 "=60' OCTOBER 2011 WNER/DEVELOPER: Cedar Creek Oroup, LLC. 2723 South FM 46 Franklin, TX 77856 (979) 828-5441 SURVEYOR: Brad Kerr, R.P.L.S. No. 4502 Kerr Surveying, LLC 505 Church Avenue College Station, TX 77841 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO Box 11995 College Station, TX 77842 (979)764-3900 I N 7 43 W ALONG THE NORTHEAST LTNE OF SAID 5.00 ACRE .T`RACT FOR A DISTANCE OF 517.24 FEET (DEED CALL DISTANCE - 517.10 FEET) TO A INCH % (m N � o2i . _ ( i 1 I I I N IRON ROD FOUND MARKING THE NORTH CORNER OF SAID 5.00 ACRE TRAC'?, THE THE GROUND MAY, `2011._SEE PLAT PREPARED°MAY, 2011 FOR MORE DESC7TIVE INFORMATION. I I EAST CORNER OF LOT 3 OF SAID BLOCK 1 AND THE SOUTH CORNER OF LO 4 OF - - PROPOSEDI SAID BLOCK 1; LUI 1 PROPOSED 8" PROPOSED THENCE: N 42° 25' 59" E ALONG THE SOUTHEAST LINE OF SAID BLOCK 1 FOR A SEWER LINE aI N 15' P.U.E. I DISTANCE OF 623.38 FEET LAT CALL AND MEASURED DISTANCE, 4966/66 TO A (I' ) I J (BY, SEPARATE I INCH IRON ROD FOUND MARKING THE EAST CORNER OF LOT 6 OF SAID BLOCK 1, z) aN 1 Q F- INSTRUMENT) — — — I I THE SOUTH CORNER OF LOT 8 OF SAID BLOCK 1 AND THE WEST CORNER OF LOT 9 OF SAID BLO SITE NOTES: LLJ N I I I 3 15' P.U.E THENCE: 47° 00'02" E ALONG THE SOUTHWESTL F INE O SAID LOTS 9 AND 10 FOR A � m I w N I J �t t) I I . I I DISTANCE OF 517.58 FEET (PLAT CALL DISTANCE - 517.73 FEET) TO THE POIINT Or, BEGINNING CONTAINING 7 364 ACRES OF LAND" MORE OR LESS AS SURVEYED ON I ( \ o' PROPOSED PLAT, 4966/66 20' PUE 10' P.U.E. 4966/66 — — — — \ — — T — — N 42°25'59" E - 623.38'^ — — — — 50.29' 573.09' \ 44' PUBLI I \ \ ACCESS N EASEMENT I MOREA AMILY INVESTMENTS, LTD 5007/20 1 \ ( ZONED C 2 I \ \ 1 \ LOT 9 PROPO D _- _ -- - - BLOCK 1, / \ 12" WA RUNE I __ 4z- I 1 z.1 n J° I I I I I ROCKPRAIRI WEST \ w BUSINESS ARK, PHASE< 1 NF Ln I PLAT, 4966 ROBERT D. STRA AN WI CART L. STRAWN LED 5.00 ACR TRA N m _ LOT , BLOCK 1 7,0/251 1'- ,S Z N o — — — — — — — ZO oma° ( a ( 7.2 ACRES o DD N Lu PRO OSED ZO EDP m 1>- 1I 15' P.U.E. Q �> r ►- 1� 0 N 1 Ln IJ66gI PROSED 20' P.U.E. 2 Q \ I a 3:11 F °o p I EXISTING MO U FAMILY INVESTMENTS, 9728 238 00 c—n� I I 1 PROPOS D 20' PUE ZONE A-0 8' WAT RUNE 25 PRIVATE 4966/66 CROSS ACC I ( ( EASEMENT (. 15'PUBLIC 1 1 ACCESS EASEMENT 1 ' OPOSED LOT 10 COLL GE STATION GPS -� ( ROPOSED PROPOSED SIDEWALK BLOCK 1 MO . #116 BEARS: 8 WATERLINE 3401'11" W _ 15 P.U.E. 6 MIN. DTH 60 30 0 61 7657.90' s — Ws42�o4"w - 6i6.7a'719— — — — — — — — — — SCALE IN FEET 96.51' 42.00' - -� �—AE---*—AE—AF--AE —AE--AE—AE—AE--AE—AE- - AE—AE AE—AE—AE AE—--•�1E- S 42° " W - 616.65'W-4 3 \ W-4 -4 �Aw 4 R N. GRAHAM ROAD P s�,s, EXISTIN XISTING o• D IVEWAY < 24' PVMT - R.O.W. VARIES DRIVEW Y DRIVEWAY R.O.W. DEDICATION .119 ACRES EXISTIN RIGHT OF WAY - UNE I � - c Ri=o 1 m F c0 CAIN ROAD O z o� g N_ ru ROCK PRAIRIE ROAD ROCK PRAIRIE ROAD WEST O G PROJECT m LOCATION 1 Z g � NORTH GRAHAM ROAD - NOT TO'SCAL Q -T FOR RECORD IIA'ELIMI-NARY PLAN Fri Is M W WA 7.364 ACRES BLOCK 1, LOT 1 - 7.245 ACRES ROW DEDICATION - 0.119 ACRES CRAWFORD BURNETT SURVEY, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS ALE: 1 "=60' OCTOBER 2011 WNER/DEVELOPER: Cedar Creek Oroup, LLC. 2723 South FM 46 Franklin, TX 77856 (979) 828-5441 SURVEYOR: Brad Kerr, R.P.L.S. No. 4502 Kerr Surveying, LLC 505 Church Avenue College Station, TX 77841 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO Box 11995 College Station, TX 77842 (979)764-3900 ao (m N � o2i . _ ( _ - _ - __ — :_ _ THE GROUND MAY, `2011._SEE PLAT PREPARED°MAY, 2011 FOR MORE DESC7TIVE INFORMATION. - - PROPOSEDI LUI 1 1 z) aN �� SITE NOTES: 15' P.U.E � m I w PROPOSED 12 WATER UNE I I ( (BY SEPARA JCCI 9 1. THE BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS INSTRUME ) 1I' rd I I I ESTABLISHED FROM GPS OBSERVATION. LOT N B 1 I °D 1 I 2. THIS TRACT IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA cn ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY I PANEL NO. 48041 CO182 C, PER LOMR #07-06-1353P, EFFECTIVE (DATE LOT 05-22-2008. BL K 1 I 1 1 I I I 3. THE FOLLOWING BLANKET EASEMENT APPLIES TO THIS TRACT: LOT 5 - CITY OF BRYAN 98/95 ( I BLOCK1 I I 1 I ( LOT 6 4. LAND USE IS COMMERCIAL: OFFICE/WAREHOUSE & SELF STORAGE N/F cn BLOCK 1 — — _ — — — CTEC, LT 5. TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL ZONED A 0 I (-• I /F TOPOGRAPHY FOR THE CITY OF COLLEGE STATION. n' CTEC, LTD. N 1 ZONED A-0 ZTEC,DLT .0 TEC, E 6. THE PUBLIC RIGHT OF WAY TYPICAL SECTION WILL CONSIST OF 24' I N/F I B -B PAVEMENT, 4' OF GREEN SPACE AND 5' SIDEWALKS ON EACH CTEC, LTD. SIDE. (0D I I I 1 I I ZONED A-0 I V) 7. THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE WELLBORN LOT 8 SPECIAL UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AN BLOCK 1 TY COLLEGETON I AND VICINITY MAP ZONED Z STANDARDS.ED THE EI WATERLINES WILLOF PRIOVIDEPCATIONS THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A FIRE FLOW I 1 TEST WILL NEED TO BE PERFORMED AND SUBMITTED UPON COMPLETION , PROPOSED ( I I OF THE LINE TO VERIFY THE CONSTRUCTED SYSTEM MEETS THE BCS ? 8 SEWER LINE ROCK PRAIRIE MINIMUM DESIGN GUIDELINE REQUIREMENTS. WEST BUSINESS PARK, I _ _ II 8. OFFSITE EASEMENTS WILL BE OBTAINED WITH THE FINAL PLAT FO - - - I N PHASE 1 EXISTING THE EXTENSION OF WATER AND SANITARY SEWER INFRASTRUCTURE. \ o' PROPOSED PLAT, 4966/66 20' PUE 10' P.U.E. 4966/66 — — — — \ — — T — — N 42°25'59" E - 623.38'^ — — — — 50.29' 573.09' \ 44' PUBLI I \ \ ACCESS N EASEMENT I MOREA AMILY INVESTMENTS, LTD 5007/20 1 \ ( ZONED C 2 I \ \ 1 \ LOT 9 PROPO D _- _ -- - - BLOCK 1, / \ 12" WA RUNE I __ 4z- I 1 z.1 n J° I I I I I ROCKPRAIRI WEST \ w BUSINESS ARK, PHASE< 1 NF Ln I PLAT, 4966 ROBERT D. STRA AN WI CART L. STRAWN LED 5.00 ACR TRA N m _ LOT , BLOCK 1 7,0/251 1'- ,S Z N o — — — — — — — ZO oma° ( a ( 7.2 ACRES o DD N Lu PRO OSED ZO EDP m 1>- 1I 15' P.U.E. Q �> r ►- 1� 0 N 1 Ln IJ66gI PROSED 20' P.U.E. 2 Q \ I a 3:11 F °o p I EXISTING MO U FAMILY INVESTMENTS, 9728 238 00 c—n� I I 1 PROPOS D 20' PUE ZONE A-0 8' WAT RUNE 25 PRIVATE 4966/66 CROSS ACC I ( ( EASEMENT (. 15'PUBLIC 1 1 ACCESS EASEMENT 1 ' OPOSED LOT 10 COLL GE STATION GPS -� ( ROPOSED PROPOSED SIDEWALK BLOCK 1 MO . #116 BEARS: 8 WATERLINE 3401'11" W _ 15 P.U.E. 6 MIN. DTH 60 30 0 61 7657.90' s — Ws42�o4"w - 6i6.7a'719— — — — — — — — — — SCALE IN FEET 96.51' 42.00' - -� �—AE---*—AE—AF--AE —AE--AE—AE—AE--AE—AE- - AE—AE AE—AE—AE AE—--•�1E- S 42° " W - 616.65'W-4 3 \ W-4 -4 �Aw 4 R N. GRAHAM ROAD P s�,s, EXISTIN XISTING o• D IVEWAY < 24' PVMT - R.O.W. VARIES DRIVEW Y DRIVEWAY R.O.W. DEDICATION .119 ACRES EXISTIN RIGHT OF WAY - UNE I � - c Ri=o 1 m F c0 CAIN ROAD O z o� g N_ ru ROCK PRAIRIE ROAD ROCK PRAIRIE ROAD WEST O G PROJECT m LOCATION 1 Z g � NORTH GRAHAM ROAD - NOT TO'SCAL Q -T FOR RECORD IIA'ELIMI-NARY PLAN Fri Is M W WA 7.364 ACRES BLOCK 1, LOT 1 - 7.245 ACRES ROW DEDICATION - 0.119 ACRES CRAWFORD BURNETT SURVEY, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS ALE: 1 "=60' OCTOBER 2011 WNER/DEVELOPER: Cedar Creek Oroup, LLC. 2723 South FM 46 Franklin, TX 77856 (979) 828-5441 SURVEYOR: Brad Kerr, R.P.L.S. No. 4502 Kerr Surveying, LLC 505 Church Avenue College Station, TX 77841 (979) 268-3195 ENGINEER: SCHULTZ ENGINEERING, LLC. PO Box 11995 College Station, TX 77842 (979)764-3900 AE AE AF-AE--AE-J- A E- AE AE AE AE AE AE AE AE AE E W- 2 W- 2E WE -1 W-12 -W-12 W-12 ; W-12 2 W-3 - 2 -12 W-12 -12 W-12 W-12 W-12 METES ANDBOUI�TDSDESCRIPTION OF A EXISTING 12" EXISTING 12" 7364 ACRE TRACT CRAWFORD BURNETT LEAGUE, A-7 SEWER LINE WATER LINE �!_ COLLEGE STATION, BRAZOS COUNTY, TEXAS i METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND C!gNG LEGEND AND BEING SITUATED IN THE CRAWFORD BURNETT LEAGUE TN -- W II NO. 7 { N BEGINNING CONTAINING 7.364 ACRES OF LAND, MORE OR LESS, AS SUR�VEYEI) I { THE GROUND MAY, 2011. SEE PLAT PREPARED MAY, 2011 FOR MORE DESCRIPTIVE INFORMATION. II�{ PROPOSED I II ` 15 P.U.E -PROPOSED 12" I I (BY SEi WATER LINE { _ _ _ ,,L-.,�.� i - PARA 1. THE BEARING SYSTEM SHOWN HEREON IS INSTRUME BASED ON GRID NORTH AS ESTABLISHED ) N I { I FROM GPS OBSERVATION. LOT { LOT 2 B 1 I 2. THIS TRACT IS NOT WITHIN A SPECIAL BLOCK 1 ( ( FLOOD HAZARD AREA ACCORDING TO THE {I I FLOOD INSURANCE RATE MAP (F.I.R.M.), I LOT I COMMUNITY PANEL NO. 48041 CO182 C, PER BL K 1 I LOMR #07-06-1353P, EFFECTIVE DATE I 11 I ( LOT 5 ( I 05-22-2008. I I I ( I BLOCK 1 LOT 6 3. THE BLOCK 1 _ _ APPLIES TOLOWIS FOLLOWING BLANKET EASEMENT CT C, LTD. CTEC, LT I I - - - - CITY OF BRYAN 98/95 NED A -O ZONED A O ch I I TEC, LTDN/F 4. LAND USE IS COMMERCIAL: C . TEC, LT . OFFICE/WAREHOUSE & SELF STORAGE ZONED TD. I { { N { ( Z D 0 I N/F I 5. TOPOGRAPHY SHOWN IS FROM FIELD ZONECTECD LA -0 I I I I I THE CITY OF AND LLEGE AERIAL STATION. FOR e oa-o � VICINITY MAP ZONED� ?ems ROCK PRAIRIE \ I \ \ I PROPOSED WEST BUSINESS PARK, \ PHASE 1 EXISTING S' SEWER LINE \ PLAT, 4966/66 20' PUE \� \'•� - 4966/66 N 42025'59" E - 623.38'ALI. �=o CAIN ROAD 41.29' 47.98' A G----� I z I PROPOSED \ 10' P.U.E. y \ \\ U I I �\ I N I R MOREA AMILY INVESTMENTS, LTD ROCK PRAIRIE F 5007/20 ' ROCK PRAIRIE ROAD WEST ZONED C 2 j 6 I 42' PUBLIC j PROJECT ACCESS I LOCATION I 0 I M SEMENT { I z LOT 9 g 1 I I PROPO D BLOCK 1 + NO 12" WA RLINE NORTH GRAHAM ROAD NOT TO { { I ROCK PRAIRI WEST I BUSINESS ARK, PHAS 1 (JIT FOR RECORI N Vol PLAT, 4966 N/F Ln Z ROBERT D. ST R' AN W1 CARI L. STRAWN F-' LED 5'00 ACR TRA N m ; LOT BLOCK 1 ( UN LATrED � � z ( Q I 7LLJ.2 � ACRES � o — — — -- — — — — H'RELIMINARY I I ZO ED A- ~ � I PRO OSED ZO E D PDD N i PR P.U.E.Ln m CEDAR CREEK PLAZA 14N 00 7.364 ACRES I ( PR' OSED Cz (� I - LOCK 1 LOT 1 - 7.245 ACRES I 20P.U.E. F - i O ( I (I F ROW DEDICATION - 0.119 ACRES 0 1 > I EXISTING MO U FAMILY INVESTMENTS, 9728 238 ! I 0° I I 20' PUE ZONE A-0 CRAWFORD BURNETT SURVEY, A-7 PROPOS D 25' PRIVATE I 4966/66 OOLLEGE STATION, BRAZOS COUNTY, TEXAS in 8 WAT RUNE CROSS ACC I ( I EASEMENT { SCALE: 1 "=60' SEPTEMBER 2011 I I 15'PUBLIC I I I ACCESS EASEMENT LOT 10 (� PROPOSED 'DOSED BLOCK 1 OWNER/DEVELOPER: SURVEYOR: Co GE STATION GPS ROPOSED SIDEWALK + nio �p11s, BEARS: 15' P.U.E. 8 WATERLINE 6' MIN. DTH I 60 30 0 6 Cedar Creek Group, LLC. 3401 11 W — ` t -t Brad err, o. 4502 { { . J - t 7s57so' ''c • .� �' .►.._••. 2723 Sou 'h FM 46 Kerr Surveying, .LLC SCALE IN FEET `S42' S 04 W - ,616.7.8 . T8— � Franklin, TX 77856 505 Church Avenue 1 ss.51' 42.00' -r " ! (979) 828-5441 College Station, TX 77841 —AE AE --AE- E ^E—'�E--nE---"E—AE ^E --"E' -flE AE-" --A (979) 268-3195 I - .- — — _ — S.65' 3 — 42°'°W -616 W-4— -4 "' �-= W 4 ENGINEER: (STING R o- N. GRAHAM ROAD P se's. EXISTIN SCHULTZ ENGINEERING, LLC. 24' PM - R.O.W.VARIES DRIVEW Y PO Box 11995 D IVEWAY College Station, TX 77842 DRIVEWAY R.O.W. DEDICATION (979)764-3900 0.119 ACRES EXIST( - BILINE GHT OF WAY \ I I � ROCK PRAIRIE ROAD N -- COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING THE SAME TRACT OF LAND AS DESCRIBED BY A DEED TO CEDAR CREEK GROUP, LLC RECORDfi-D IN VOLUME 10307, PAGE 83 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 1/2 INCH IRON ROD FOUND ON THE NORTHWEST LINE OF GRAHAM ROAD MARKING THE SOUTH CORNER OF LOT 10, BLOCK 1, ROCK PRAIRIE WEST 9—S 8—S 9—S S— 8—S— - — — — — -- — — BUSINESS PARK, PHASE I ACCORDING TO THE PLAT RECORDED IN VOLUME 4966, PAGE 66 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. FOR " N EXISTING 8 EXISTING REFERENCE, A Y2 INCH IRON ROD FOUND MARKING THE EAST CORNER OF SAID LOT SEWER LINE 16' PUE { 10 BEARS: N 42° 48' 07" E FOR A DISTANCE OF 399.47 FEET; i 4966/66 { THENCE: S 42° 27'46" W ALONG GRAHAM ROAD FOR A DISTANCE OF 16.65 DEET ( ( { { (DEED CALL DISTANCE - 617.67 FEET) TO A Y2 INCH IRON ROD FOUND MARKING THE 00 SOUTH CORNER OF THIS HEREIN DESCRIBED TRACT AND THE EAST CORNER OF A i I { { U) { ( { { CALLED 5.00 ACRE TRACT OF LAND AS DESCRIBED BY A DEED TO ROBERT D. STRAWN AND CARI L. STRAWN RECORDED IN VOLUME 3720, PAGE 257 OF THE (N ( OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. FOR REFERENCE, CITY OF COLLEGE STATION GPS MON. #116 BEARS: S 34° 01'11" W FOR A DISTANCE OF 7657.90 { { FEET; THENCE: N 47° 44' 43" W ALONG THE NORTHEAST LINE OF SAID 5.00 ACRE TRACT 1 { I I FOR A DISTANCE F 517.24 FEET (DEED CALL DISTANCE - 517.10 AC { I I IRON RODFOUND RE TRACT, THE 0 G THE NORTH CORNER OF SAID 5 cn { { EAST CORNER OF LOT 3 OF SAID BLOCK 1 AND THE SOUTH CORNER OF LOT 4 OF I SAID BLOCK 1; PROPOSED 8" I { N PROPOSED THENCE: N 42° 25' 59" E ALONG THE SOUTHEAST LINE OF SAID BLOCK 1 FOR A SEWER UNE 15' P.U.E. DISTANCE OF 623.38 FEET (PLAT CALL AND MEASURED DISTANCE, 4966/66) TO A '/2 I(BY SEPARATE{ { INCH IRON ROD FOUND MARKING THE EAST CORNER OF LOT 6 OF SAID BLOCK 1, INSTRUMENT) — — — THE SOUTH CORNER OF LOT 8 OF SAID BLOCK 1 AND THE WEST CORNER OF LOT 9 OF OD { SAID BLOCK 1; j I { N I g I I I THENCE: S 470 0010211 E ALONG THE SOUTHWEST LINE OF SAID LOTS 9 AND 10 FOR { ( I ( { { I F DISTANCE OF 517.58 FEET (PLAT CALL DISTANCE - 517.73 FEET) TO THE POINT' O ON { N BEGINNING CONTAINING 7.364 ACRES OF LAND, MORE OR LESS, AS SUR�VEYEI) I { THE GROUND MAY, 2011. SEE PLAT PREPARED MAY, 2011 FOR MORE DESCRIPTIVE INFORMATION. II�{ PROPOSED I II ` 15 P.U.E -PROPOSED 12" I I (BY SEi WATER LINE { _ _ _ ,,L-.,�.� i - PARA 1. THE BEARING SYSTEM SHOWN HEREON IS INSTRUME BASED ON GRID NORTH AS ESTABLISHED ) N I { I FROM GPS OBSERVATION. LOT { LOT 2 B 1 I 2. THIS TRACT IS NOT WITHIN A SPECIAL BLOCK 1 ( ( FLOOD HAZARD AREA ACCORDING TO THE {I I FLOOD INSURANCE RATE MAP (F.I.R.M.), I LOT I COMMUNITY PANEL NO. 48041 CO182 C, PER BL K 1 I LOMR #07-06-1353P, EFFECTIVE DATE I 11 I ( LOT 5 ( I 05-22-2008. I I I ( I BLOCK 1 LOT 6 3. THE BLOCK 1 _ _ APPLIES TOLOWIS FOLLOWING BLANKET EASEMENT CT C, LTD. CTEC, LT I I - - - - CITY OF BRYAN 98/95 NED A -O ZONED A O ch I I TEC, LTDN/F 4. LAND USE IS COMMERCIAL: C . TEC, LT . OFFICE/WAREHOUSE & SELF STORAGE ZONED TD. I { { N { ( Z D 0 I N/F I 5. TOPOGRAPHY SHOWN IS FROM FIELD ZONECTECD LA -0 I I I I I THE CITY OF AND LLEGE AERIAL STATION. FOR e oa-o � VICINITY MAP ZONED� ?ems ROCK PRAIRIE \ I \ \ I PROPOSED WEST BUSINESS PARK, \ PHASE 1 EXISTING S' SEWER LINE \ PLAT, 4966/66 20' PUE \� \'•� - 4966/66 N 42025'59" E - 623.38'ALI. �=o CAIN ROAD 41.29' 47.98' A G----� I z I PROPOSED \ 10' P.U.E. y \ \\ U I I �\ I N I R MOREA AMILY INVESTMENTS, LTD ROCK PRAIRIE F 5007/20 ' ROCK PRAIRIE ROAD WEST ZONED C 2 j 6 I 42' PUBLIC j PROJECT ACCESS I LOCATION I 0 I M SEMENT { I z LOT 9 g 1 I I PROPO D BLOCK 1 + NO 12" WA RLINE NORTH GRAHAM ROAD NOT TO { { I ROCK PRAIRI WEST I BUSINESS ARK, PHAS 1 (JIT FOR RECORI N Vol PLAT, 4966 N/F Ln Z ROBERT D. ST R' AN W1 CARI L. STRAWN F-' LED 5'00 ACR TRA N m ; LOT BLOCK 1 ( UN LATrED � � z ( Q I 7LLJ.2 � ACRES � o — — — -- — — — — H'RELIMINARY I I ZO ED A- ~ � I PRO OSED ZO E D PDD N i PR P.U.E.Ln m CEDAR CREEK PLAZA 14N 00 7.364 ACRES I ( PR' OSED Cz (� I - LOCK 1 LOT 1 - 7.245 ACRES I 20P.U.E. F - i O ( I (I F ROW DEDICATION - 0.119 ACRES 0 1 > I EXISTING MO U FAMILY INVESTMENTS, 9728 238 ! I 0° I I 20' PUE ZONE A-0 CRAWFORD BURNETT SURVEY, A-7 PROPOS D 25' PRIVATE I 4966/66 OOLLEGE STATION, BRAZOS COUNTY, TEXAS in 8 WAT RUNE CROSS ACC I ( I EASEMENT { SCALE: 1 "=60' SEPTEMBER 2011 I I 15'PUBLIC I I I ACCESS EASEMENT LOT 10 (� PROPOSED 'DOSED BLOCK 1 OWNER/DEVELOPER: SURVEYOR: Co GE STATION GPS ROPOSED SIDEWALK + nio �p11s, BEARS: 15' P.U.E. 8 WATERLINE 6' MIN. DTH I 60 30 0 6 Cedar Creek Group, LLC. 3401 11 W — ` t -t Brad err, o. 4502 { { . J - t 7s57so' ''c • .� �' .►.._••. 2723 Sou 'h FM 46 Kerr Surveying, .LLC SCALE IN FEET `S42' S 04 W - ,616.7.8 . T8— � Franklin, TX 77856 505 Church Avenue 1 ss.51' 42.00' -r " ! (979) 828-5441 College Station, TX 77841 —AE AE --AE- E ^E—'�E--nE---"E—AE ^E --"E' -flE AE-" --A (979) 268-3195 I - .- — — _ — S.65' 3 — 42°'°W -616 W-4— -4 "' �-= W 4 ENGINEER: (STING R o- N. GRAHAM ROAD P se's. EXISTIN SCHULTZ ENGINEERING, LLC. 24' PM - R.O.W.VARIES DRIVEW Y PO Box 11995 D IVEWAY College Station, TX 77842 DRIVEWAY R.O.W. DEDICATION (979)764-3900 0.119 ACRES EXIST( - BILINE GHT OF WAY \ I AE AE /t AE A� AE AE J AE AE AE AE /AE AE AE METES AND ROI AE PE AE "3-1-2 I _ Balms E w -z AE w - �E e wr- tz-- IV -Ie- f a / Iv �z w s' � w - la W Dv \% EXISTING 12• ]J64 ACRE TRACT \` / WATER UNE CRAWFORD BURNETT LEAGUE, A -T EXISTING EWER UNE 3 'R' �_ / \ r=34 _� COLL STATION, RMwsCOUIVTY'.ieXA -. - - nmrls AND BOUNDS DESCRIPTION W CRAWFORD ON ALL i CERTAIN TRACT OF HAND Erma LEGEND AND BM. SITUATED IN TIE. CRAW'FORD BUR BURNEIT LEAGUE; ABSTRACT Na 7, ROCK PRAIRIE ROA / ( COLLEGE STATION. BRAZOS colony, TE%A4 SAID TRACT D J IN n♦e NAME TRACT - 290 oast. COIRWR (DAIM) - -3h '• - � - � . � _ _ _ \ OF LAND AS DESCRIBED BY A DEED TO CEDAR CREEK GROUP, MC RECORDED __ �--- --- miner 10307. PAGE 61 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY. _� TEXAS E%53ttVG CORIUM 0.6210113 MKT ' /9 \ a //111J SIDTRACT BEING DOREPARTKN_.RLV DESCRIBED BV METES AFURM LIS AS E WAY ��' BEDICATpR AREA — _c___ BEGINNING AT A I2 INCA IRON ROD FOUND ON TILL NORTHWEST LINE Of GRAHAM EXISTING PROPERTY UNE �\ \ _ _ __ — _ ROAD NIARA ENE SOUTH CORNER 10 TH E 14 BLOCK R ROCK VOLUME WFS! { /_ � - PAGE 66 P ART: P O SE 1 ACCORDING 10 THE PLAT RECORDID m VOLIIMF 4966, MVO RIME OF WAY — — - - -- —__/. - . \ � � j _� \ -- PAGE. 66 OF HIP f77CIAL PUBLIC RECORDS OF BRwZOS COUNTY, TEXAS I // EXISTING B" \ 1 \ EXISTING \ B R 11 11 E. w'.S INCH IRON ROD FOUND MARKLY11 THE PAST CORNER OP SAID LOT ® PROPERTY COMER UNE \I 3 - _ T I i6' PUE I IOBEAPS:N42'48'OP BFOR AUISTn1:fEOF Ma FEET; 1�1 1 I 4968/66 I / THENCE: S 41' 3T M• W' ALONG GRAHAM ROAD FOR A MEANER OF 61665 FFM N >. \ £ I 1 I / J /'-- IDFFD CALL. DISTANCE- fil],67 FF,Ft)TOA'A INCA IRON ROD FOUND A1ARKIN'O TiR - L%ISMIO PUBLIC MAY C SHOWN POBNO ACCESSFASE1041 ;,. L SOUTH CORNER OF nos HEREIN DESCRIBED TRACT AID MIR EAST CORNER OP A MATE S F ID N I I I I 1 CALLED 500 ACM TRACT OF LAND AS DESCRIBED BY A DEED TO ROBERT D. t>4 STRAWN AND CART L SMARM RECORDED IN VOLUME 3720, PAGB 157 OF THE PUBLIC MITT EASEMENT' LINE 11 I + 1 / I-/ v � /E MIENCEI N 4P 4Y 43' W' ALONG DIE NORTEA HST TREE OF SAE0 RACt T A DISTANCE OF 51724 FEET( DEED CALDISTAN'CB51710 FEED TO M INCH W12 PROPOSED WATT lNE 1,,- / I I I N I I I I L 32p_�- IRON ROD FOUND MARKING TIP. NORTH CORNER Of SAID 500 ACRE TRACE 900 L^ PROPOSED TIRE MORONI PAST CORNER OF LOT 3 SAID BLOCK 1 AND THE SAI CORNER or LOT 9 I 1 I 1 I I 1 I I SAID BLOCK 1; THENCE: 5 -B MM HG SANITARY SEWER LwL D PROPOSED THENCE: N 42' Z F, S 59• ALONG N I3N 0. SOUTHEAST fi OF SAID BLOCK 1 FOR A 5 - P*01101 SANIT SEWER 4*40 P ROPOSED 8" Ij £ 15' P.U.E. /� DISTANCE Of 62338 MT T DRAT CALL AND MEASURED DISTANCE, 0966'66) TO A 55 0 R48fARf SEWER ItIJ81IXF SEWER UNE (BY SEPARATE _�� 1 _ _ _ INCH IRON ROD FOUR D MARION THR FAST CORNEA OF LOT 6 OF SAID BLOCK L INSTRUMENT) TIE SOUTICORNTR OF LOT I OF SAID BLOCK I AND TIE s, CORNER OF LOT 9 OF 1 / I J I SAID C 1; i :,.0', I PROPQ [D SDEYNK I \�/ I TIERCE: SIRONOM E ALONG TIE SOUT LINE OF SAID LOTS 9 AND 10 FOR A ETON DitELTION I /�5,�`C I I I / / 41,- / I PROPOSED 1' P.U,E h r D WATER PROPOSED 12" I ^\ I I NO: 1. THE BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ) ( H 5 Rum ) r, / I /- I I ESTAH USHE FROM CPS OBSERVATION / L 2. THIS TRACT IS NOT MINA SPECIAL FLOOD HAZARD AREA LOT 2 / B " - \� I 3 ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M,), COMMUNITY BLOCK 1 I 1 ,4 £ I PANEL N0. 48041C0182 C, PER LOMB 107- 08- 1352P, EFFECTIVE DATE 05 -22 -2008. /_ _ LOT K 1 `\/ 1 �I / /' LOT 5 I 1 I J. THE CITY 00 BRYAN 98%95 EASEMENT APPLIES TO THIS TRACT: I rr BLOCK 1 I I N F I 11 /F I` � 2 B 1 - - - _ - - - 4. LANG USE IS COMMERCIAL: OFFICE/WAREHOUSE k SELE STORAG ` -~ I (I I I 5. TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL 6. • EU I 10300 A 0 1r I /F "(IC, T THE GRAP IC FOR RIGHT THE OF C 00 T1EGE YPICAL COtSECTION STATION. W ILL CONSIST OF 24' "7 ,..(„0. E C. LTD. YEC LTA OPOITY WAY I ZONED A -0 I Z NOD p I 24/F I B-23 PAVEMENT. 4' OF GREEN SPACE AND 5' SIDEWALKS ON EACH I I I v I CTEC, LTD.O 1 ME. �L. ` /� / /�/ 7. E WATER SVPPUER FOR THIS DEVEi.OPM TH ENT IS E WELLBORN / //� `t ~ "+$� I (T' ',+ ME UTILITY DISTRICT. THE WATERLINES WILL BE DESIGNED AND `1' N BLOCK 1 STANDARDS. WRDS. THESE WATERLINES WILL Pft0V1DE REQUIRED FLOW 10 VICINITY M P ZONED A -0 FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. A FIRE FLOW I WILL NEED TO BE PERFORMED AND SUBLIMED UPON COMPLETION \ OE THE UNE TO VERIFY THE CONSTRUCTED 5Y5TEL1 MEETS THE KS / * \)\ I I ROCK PRAIRIE PROPOSED I I I I 1' 1 MINIMUM DESIGN GUIDELINE REQUIREMENTS. / ' 1 8 SEWER UHE 5I I WEST BUSINESS PARK, 1 I 8. OFFSITE EASEMENTS WILL DE OBTAINED WITH THE FlNAL PUT FOR N PHASE 1 O(15RN0 THE EXTENSION OF WATER AN0 SANITARY SEWER INFRASTRUCTURE. \ 20' PUE \ PROPOSED P PUT 4966/68 4966/66 / f0' .U.E \ -_ -i k � \ � N 404225'59 "E - 623.38` :i � . / ♦ r -5019' _. ��. \ , CMI ROD) I \ � a - RIME iI _ 44' PUB /� J'� \ \ \ . ACCESS :z N IAOREA AMILY INVESTMENTS. LTD \ i ROCK Enid R4M 5 • ROCK Most ma WfiT " \ EASEMENT 5007/20:1 I ----k__ \ ' ZONED C ttN.KtT ' LOT 9 Li 4„_____, -Al BLOCK Wy pp 99 nl, ) < NOT FOR RECORD \ ,, PROPO NOT TO SCALE NORM 12" WA RUNE ili 2 3A \, J ROCK PRAIRI' WEST w Z ? — I / 0 / BUSINESS ARK, I "ZIT ____I 1 �'� 'Y. /' ' � I .' � �:/ / PL 4 �\ RoBERr D. sttu AN WI CAM L. smAWN Yo LOT , BLOCK 1 " y _ C _ _ PRELIMINARY PLAN / 3 7 7 /257 AQR 1/j Z � / I 7.2 ■∎)5 ACRES i $ ��-- -- - ------ E17- 14--- - ; , _;,r i I Pte ED ZONED POD CEDAR CREEK PLAZA i Q 4 15' P.U.E. r l v /�_- i� I / I 7.364 ACRES ° ° " I I D BLOCK 1, LOT 1 - 7 "245 ACRES 3 �20 P . U. ED � J 1J) 22/F / ROW DEDICATION - 0.119 ACRES '-' MI FAMILY INVE57MF�LT71 I 1 m !I I ,J1/-=21 0 w 20�1 - -0 CRAWFORD BURNETT SURVEY, A -7 PROPOSFDD 25' PRIVATE COLLEGE STATION, BRAZOS COUNTY, TEXAS Ile WATERLINE CROSS ACCT!!! I I I EME ( SCALE: 1 " -60' OCTOBER 2011 I ' - ACCESS �� 6 / L C .4502 , ,,,, ,�„ I • oPOSED 8 R WATERU SI I BLOCK 1 Y y,,, µ OWNER�DEVE SURVEYOR /M4 Bf)AB' , j 15' P.V.E. _ NE 6' MIN FTH _ 60 30 0 Cr . Brad Kerr, R. 8. I ieii %d W 6 �� are 2723 South k IV O 4 L Kerr Surve 158, 11C No 6p yi _� ,, — — �rr� _ :.r SC IN PEST _ Franklin, T% 77856 L 505 Chuech Avenue 7 542 o ev 616.78 �� _ T � _ �� r . =7 �y rz i _, ���� - - , (979) 628 -5441 ((7 College St -MoD, TX 77841 / t�sa� !.a -.,., ri-= .s Jet= fi7;"�L �T ,�._. . :8' . �i ° iy 51 � ; �3r � k3 ' :..� i ,,..._ � .c —u - -rc — +c 970 288 -3196 6 (�-- - - - __ 1 4, '> - _________17-1 $422 3 16 . 65' - v -n � _ ,:M � ;s 1 G'- 5—=' -' vR a -� --- �� Y t'r L ENGINEER: �` P OEOSED - / IXIST1 �- SCHULTZ 17995 EERINO, LLC- � ' __ , -- l _ -- N. CRAIWI ROAD 8160 WAY °' DRNt94 College 119 n, TX 77842 0• '��1 4 � )( e • ISIR7G No 1 3 g ` RV PM h'0 ---_ _ — v NEWAY '= t Paa \ DRIVEWAY R.O.W _.... DEDICATION _ \_ EX _._ _... _. (979)764 • RIGM OF WAY _. ...... -.. _.... LINE ---------,...L _.. _.. ■ 1 1 i . i AE--7LAE / AND BOUNDS DFXCRIPTION L--9,12 W- I IW--C... W 12 W 1 2 --A OF A DISTRICT. THE WATERUNES FOR THE CRY OF COL -- U t - \ .. IS 7E. ACRE TRACT '---- EXTING 12 - ,-- - --- IXISTNG 12 , ° T S'----- _.----- - SEWER CRAW FCIRI7 01.0NKTT Lr.sour, A LINE.---.,,,•_.,... 1 . 41 WATER UNE - - ----- -- _ ___---- /--- COLLEGE STA RION. Ill*AOS COHN/ X. TEXAS ----_, .-_---- '•----..............-....--/ 1 \ > --...--- 'X SLETES AND BOUNDS DESCRIPTION OF ALL TTIAT CERTAIN TRACT OF LAND LYING LEGEND 'Pr ROCK PRAIRIE ROAD / .-,, / AND BEING SINLATED IN TIIE CRAWFORD BERNETF LEACRIE, AOSTRACT NO. 7. ,I, ) c o e r ' L ' ,■VIA r s A gsTitI 3 B11/ "' N ' A " I L T ' ITT ..- I T rtr.T S ILT=1;. " T -r t.C ' 21 - 1 ‘ g L n NO COO --/ 7911---- ICOSTINTUR (MAJOR) 1.1 1] ----- .-___- ,' -t _,.., --- ''.475 -------...._.-..„,,,.. * _ /___, \ VOLUME 10307. PAGE 0 OE ntE OITICIAL MUM Rat RI) OF BRAZOS COMA% cog TEXAS. onsma rom (..) rtAT BOUNDARY -.--- - - ..TA - ':: TA, Emu IIFINO MORI PARTICULARLY DRACRIFF_D BY METES ANN IROINOSASFOLLOWS =M RIGHT OF WAY - .• ( ___,..-- ---- --.-. DEDKATION AREA f - ---- / 9 S CS ‘.,. „...-7- ,----..----- 74 ---- -••••--- '11,r,';117"N1'.1VfN•1'1.XCXVM'Ill.°?E'R'grl_0°74074t'L°C1TIN!'1=Tit.'AIR'Il'E'V-ST - - - - EXISTING PROPERTY NE -- ----- ---- -- I •"--..„ -- .... -----„ i - - • - BUSINESS PARK. PITA-SE I ACCORDING TO THE PLAT RECORDED IN VOLUME 4966. EGSBNO RICHT Of WAY PAGE 66 OF 111E OFFICIAL PUBLIC RECORDS OF BRAYOS COON*. TEXAS. FOR .„" ---.--.--..." EXISTING 8 ' 4 7 / i REFERENCE, A '2 INCH IRON ROD FOUND MARKIN° THE EAST CORNER OF SAID 107 @ PROPERTY CORI. 's s \ "L / SEWER UNE .. ' 13- i 1 10 ER., N 42' -45' Or E Vt* A DISTANCE OF 799* FEET: 4.,.... 16' PUE 4966/66 --\ 1 1 ---"' r- TIIENCE: S 42 1r4 W ALONG GRAHAM ROAD FOR A DISTANCE OF 61665 FEET - - - - METING 1 1 UHL, EASEMENT 1 1 / 7, -..._ - __.. 1 1 D CALL DISTANCE - 61E07 HEN TO A 5 INCH IRON ROD Totitto MARKING THE - • PUBUC ACCESS EASEME NT' 1 ) j 1 I 1 / 1 ( IDEE . SOUTH CORNER OF PIIS HEREIN DESCRIBED TR ACT AND 0IE EAST CORNER OE A v CAM. 5.00 ACRE TRACT CR LAND AS DESCRIBED BY A DEED TO ROBERT D. - • • PRWATE ACCESS EASEMENT - / )\ . 7•T--. , -- ' ---T, s, ( 1, , ' , '1' 1 7 I At OFFICIAL , c 25 , 7 r 0 , 14 ,, TH , O E , MLR 1.1BNY EASEUENT UNE (. STATIC1N ITS MON. 010 BEARS: S TV 01 I r w FOR A DISTANCE OF 7657.90 ,„' II WE DIMINO AERWL ELECTRIC UNE 1 ( ) I / / C /.1.11--'' ,/ '''' • I /1 -.. \ \ I N ' ' --- ..---- THENCE: N 47 44' 47" W ALONG THE NOSH lEAST LINE OF SAI 5.00 ACRE TRACT CT FOR A DISTANCE OF 517* FEET &DEED CALL INSTANCE - SI7.10 PEET) INCH VI W coSIINO WATER UNE PROPOSED WATER UNE I I 1)1 ' IRON D E U W I MARKING THE NORTH CORNER OF SAID 5 D .00 ACRE TRACT, ITIE F_AST CORN* OF 1.01 7 OF SAID BLOCK I ANC THE SOUTH CORNER OF LOT 4 OF tr. 8 PROPOSED ORE WOW? / 1 / 1 ( SAID BLOCK I: S - 0X SANITARY( SEINER UNE E 1 I / 1 .7'1 / 1 jr PROPOSED - • S - 6 PROPOSED SNIRARY SEWER UNE ,„-•". PROPOSED 8 . '_/ ,...„1..... / I 0 ,, I ," THENCE: N 42 25' Sr 1 ALONG TI1E SOUTIMAST LINE OE SAID BLOCK t FOR A 15' P.U.E. / SANITARY SEWER MANHOLE / SEWER UNE A I (BY SEPARATE / . 1 ? \_ DISTANCE OF 027* I (PLAT CALL AND NIP,ASURLD DISTANCE 49-66.001 TO A IS INCH IRON ROD FOIIND MARKING THE EAST CORNER OF LOT 6 OF SAID BLOCK L 0 ( 1 1 r''' V ) / / ° 8 4 1 / 12 * I ■ / 1 ,07:i r 1 ti, l- cc a / I L ; I INSTRUMENT) / ' .•'''----- 1 1 / , ,..- ..- ' -' • --'/'' ''''"/ /‘'`------( 1 1 i ) SAID BLOCK .E SODT11 CORNER OF LOT 5 OF SAID BLOCK I AND NIE WEST CORN. Of LOT 9 OP I: THENCE: S 47 E ALONG THE SOUTHWLST LINE OF SAID LOTS 9 AND 1020R A DISTANCE OF 517.5N FEET *LAT CALL DISTANCE - 517.77 FEET) TO THE POINT OF BEGINNING CONTAINING 7364 ACRIX OF LAND. NIORE OR LESS, AS SURVE D YED ON THE GROUND MAY. 2011. SEE PLAT PREPARED MY, 2011 FOR MORE. DE-SCRIPTIVE INFORMATION. r,v1:,:;•;',1 PROPOSED SIDEWALK FLOW IRECTION ,77‘. \\ . , / / // / ../ . \ ' \ PROPOSED • 1-, / ./ /I / / ,„, \ „---" 1 / .4 „- 1 1. , „- \ I / / (BrislpI P.U. " a (1 gE12 / " ,, ..--' „- 1 SPE NOTES: THE BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS , \ \ INS „,/ / TRUME ) / 1,1 LL 1:71, f'' r -----' 1 ' / .....-- 2 '''-- 1 ) ESTABLISHED FROM GPS OBSERVATION. r' LOT 2 \,,./ I :'? I L / A r 4p N G l C TWA T t A NE L O R: I N A:T IS I: :5 ' 4 T THE ima E2 T W R ccw A lNNP PER F RIA N: oc E m C E C / w E R I A L FLOOD 06-7 353R E AREA FFECTIVE DATE 1/7-----'-••„_„-•"•'- ', ,, " ' I 05-22-2008. __.----• 1 1 ,r L.) . • ..._ , BL X 1 1 .‘ -- / 3. THE FOLLOWING BLANKET EASEMENT APPLIES TO THIS TRACE 1 „X / I. ) r 1 ,4; LOT 5 - CPY OF BRYAN 96/95 1 m 1 ( ( BLOCK 1 1 LOT 6 gk, LTD. ge. L .1, I 2 / • .•--4a,2-. BLOCK A --I---- 5. TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA AND AERIAL ,, ,,ZONED A-0 ZONED A . 0 I \i/F HY COLLEGE STATION. I TACEDLTAD.0 '' L 6. ? THE PUBLIC RIGHT OF WAY TYPICAL CONSIST OF 24' SECTION WILL , / .---, ZONEKTy0 ' \ / / '2-'7M) 1 I I 1 " \ i'c'4'L. LTD. 1 B-B PAVEMENT, 4' OF GREEN SPACE AND 5' SIDEWALKS ON EACH SIDE. / At, (.., . ,,, ,y (( 1-t'./ I c .,;( j7 1 I 1 \ \ t ZONED A-0 1 , SPECIA LOT 8 BLOCK 1 ZONED A-0 7. THE WATER SUPPUER FOR THIS DEVELOPMENT IS THE WELLBORN L UTTUTY WILL BE DESIGNED ARO CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS. THESE WATERUNES WILL PROVIDE RAE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIRETAENTS. A FIRE FLOW TEST VIILL NEED TO BE PERFORMED AND SUBMITTED UPON COMPLETION VICINITY MAP 14. ,- , OF THE UNE TO VERIFY THE CONSTRUCTED SYSTEM MEETS THE BCS ' * 1 \ PROPOSED k \\, I I s \ GUIDELINE REQUIREMENTS. / 8 SEWER UNE \ '}\,, I k \ ) ROCK PRAIRIE ' I 1 • '' MINIMUM DESIGN GUIDE ',.., WEST BUSINESS PARK, 1 8, OFFSITE EASEMENTS WILL BE OBTAINED WITH THE 81881. PLAT FOR 1 / ). \ IA \', ' \ - \ \ \ \ •P o ROP p Or E 0 ‘••,,,,,,,, .I PHASE 1 Exi ' 4966/66 snNG 20' PUE .-____ , ‘ 4966/66 --..., THE EXTENSION OF WATER AND SANITARY SEWER INFRASTRUCTURE. _ ...._ ____ _ -(_- ."--- ---\ 1 iv_ , \ , ---,.. „ , ...,____ .., .. \ N 42°25'59" E - 623.38' ( •----- _-......._..) 00_297 4 XX 07109 ......-__7-..„ CNN ROM, 1 1 \ , i 7 .s '1°7------__•••-•7- . ri CI „.." ) , 1 i \ 2 .___3 •••• \ ) \ 4 L-------- , \ , \ , . L T. ------ _ \ \ ', ' A ‘ C r C E N N , , < ---' N WON - N ROCA PRAIRW WPC '7 ' 7 -- 1 54 MORE/MY-FAMILY I TM FIVESENTS, LTD ■.\• EASEMENT ', Roc', MARLA RO* WM / . XI \ 5007/20 9 g N ,...„ ZONED 4 I ) A \ . \ [---- \ \ LocAnox) ■ i .-.-._ \\ \ \ N 7 N I / ' 1 \I \ \ . VIA U , __, ... •• \ .,,„ ' t ;I / L a T OCK 1 Nom MILAII OM NOT TO SCALE / \ ,d9 ROCK PRAIRI WEST • BUSINESS ARK, , / PLAT, 49608d -- k_ ----L i :1 7 to \ j 7 --- .1' :3 .6:::-,:.::::i -,-'',-,v,/ LOT BLOCK 1 -- NOT FOR RECORD Fg D. STRA AN WI i CARI L. STFTAWN PRELIMINARY PLAN , • : 1T, -.1 - ----___.',..t. , _ (_. / \ _______ UN,LAT1ED 7.24>5 ACRES \ 6 . \ ---.., ZONED POD N • 3•4_ CEDAR CREEK PLAZA \ (./ , / 1----- .a,-- \ i i k- 0/ , „---",--- -- < • \ i Pplg I / / ) '-' i;" 1 \ L..) 7.364 ACRES () a l , .2 5 BLOCK 1, LOT 1 - 7.245 ACRES \ I \ ,__. - 1 --) - -I 1____ OSED ••• i= Qi i / / I ---11 F FAMILY ITIVESTMENTS CRAWFORD BURNETT SURVEY, A-7 itTr 1 ---- (Z/ r . i ,,,A , -..- ---... - / I / 20' P.U.E. I n _. / ROW DEDICATION - 0.119 ACRES r k gi I:, / T 1--, / 1 ,, . ,.., / PROPO r''' / se / I WATKRUNE / ' EA, CROIS ENT A c CCgSS . 25' PRIVATE / / , I COSTING 20' PUE z r 4966/66 M REAU F Z " A R O . .. COLLEGE STATION, BRAZOS COUNTY, TEXAS I ,--- ,/•• / / I / / • I .'' //' I' -- el / . ' 11 1 / . ... is•pueuc i • 60, ___:/ 0 SCALE: 1"o60' OCTOBER 2011 I . / I 1 1 7 . /// •ROPOSED ACCESS BASEMENT , R/ P OPOSED _. - /) 1 ..airmiwamil, _ , . _ ma _ _ . S in II . 7 - MCP, I• W 1 7657.907 1 i „_15' P.U.E. i / ..„,xon.9.roto .,,,,,I...,...,,,,,,,____.....,,m--01.-.--.= -I \ l 1111 ' larATIRIN. . __ hist . ---- ' A ' 8 WATERUNE 6' 0419. ,JDT1-1__ I '-- . , LOT i o BLOCK 1 p 0 OWNER/DEVELOPER: Cedar Creek Group, LLC. 2723 South FLI 46 SURVEYOR: Brad Kerr, R.P.L.S. No. 4602 Kerr Surveying, LLC ___ ___ -- _._. _.....___ _ _ S.C6. Ll Franklin, TX 77856 505 Church Avenue ___ . ..., priar,si iri,' - 66.78 - • - sami■ ,.., (979) 828-5441 College Station, 11C 77641 .,....i) k____ „ • _ 99T , -,1,1 ,..M!..,7,7_,...Iiix.r..=1,v..2=.. 11drgr'-4",7251"MCKIK.V.IKAT.11ANAI2M2110 ZreiCiirmfmr2gforor .4AZErs;9116W/X1/21r7 '• AO' :.' ' --'- .."! -,--._ TiV '=--'- .-___ S 42 616.65' _,T.1,11Wirinalire -....__„_,, ..._ . • : •,7),A -a (979) ENGINEER: 288-3195 .- SCHULTZ 1 ENGINEERING, LLC. „-- ------ 4 ?„ , ERSTIN ---__ f .----__ ...- 9 0640480 6080 Mrewly ---- PO Box 1995 DikSETYZ ..- ,-A9t A„ '3.. „ '' • : • C, ,-, 1$., ---...-... R.O.W. DEDICATION .....,... L Q.4, ____________..._.....____._____,, College Walton, TX 77842 b ij,9.k.1 ( _ . DRIVEWAY -, „„ . (979)764-3900 --...-._ 0.'119 ACRES \_ . ( \ . ,-'•' ,„--' / / \ (, RIGHT OF WAY UNE / • 1 V r LOT 2 MONA I /F STRE, A ".IF IN F-SERSECHE —�A\x T \ It, � AN "S It, T, r Fe ST. 11 a A, OFTEN FRASERB E. B, .0 LER, 5 ELDEN I TNTIRE,`r -1-TEEONE19 LOT �f, BLOCK 1 7.24/ ACRES ZONED PDD T. EBWUN THAN -NE TO—CLE I-U- N-,- NECEEIA I ZONES AM IT 1. j\- I' A/ MNEE24 BUTTER HE ROCK � BE 69 BUSINESS AN ' ITH I P, e. A A k� A) A I I STURFORST NTH ESS( RSURSSIOM INNN I : DEx_ BE '0 0 _SCALE IN FE.J. E RUN ANCREAR.FDRIBIRRACHIRM, BE A CAI TONS= All, RAPPI ... "I'M, AS, FIRCE-IDECAREBRAR .1 AR, MIT .,III HALF OF CAND 1111N AND ARF; SITUAIED A 111. CIATIRNID STRAIT T I (AINNI AN-111 AN I to C�.0 STATIOLN RARNA ACADIA. 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THEIR( A A 47- CA 43- 1 ALONG RON ANCENOTH URI It NATO IN ACRE TRACT MR A DIMAND OCAICRI 'UH HIM 'ALL TAITANTIEE- Ill INTINCES TO A ...I ANN, ANN ILAND ITURRAIN IRS Not 'MAUL M 1111 'A— CRAFT "IF IDITINTRINUNIFFICT-11TABACTLEA I AILIFINESOUTRIANTANTIORLS '.I CANDENT"'E' BONET I "' TV "' 'Col. THE IINERIP INNE CA, AIN LEFT C I INA A TRICANCL .1 AT 11 ACT PLAU CALC AND ATROARRULD TRONTAIA C, BECTRI 1. A I Too RACCUT -11 CAREAR, RESTALSO III,, ERIC -MIN TIT UP A To ".. E— I Too SOLID ,IDNRIR.EICTAtN AIRNCTNEIORCITE TP S5MATI1AN7-0CFILB'IAEAtIS.RIF'O1A,RUCTI1oST .1 .)I.NE WEACF ACA-1HLI1 "MATN.oISKT1 E A9IINN6, ;NIIIU0TR9IT 1C.1HA11 SHE NERNESN 1. WE REANTRAT STORTERA SHOWN ... AS HAREPI LOS TROD FOREFF AS ESEDUSELISH D FROM BPS (REENTEDIATION. 2. WIS TRACT IS IBM TIMOR A RNERTERW HAND NUMAND AUSTRIA ATTEENTURS. 1. WE . HILEAREE NUE . BILD.J. TORTURBITTY .. PRE. E. 1. LANN 107-06-1355Tt. REPECTIVE BUSE E5-22-2ARTA9. TI, WB fOLL0YANI . LANT PUT ... 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