The URL can be used to link to this page

Home My WebLink About41 Development Permit 01-21 Pebble Creek 9A 5102 St Andrews. ' Date: To: From: Subject June 20, 2002 Amanda Hudec, Accountinf\ .. ~ Bob Mosley, City Engineer ~ . Completed Infrastructure from Private Development By the attached letter of completion for Pebble Crook Phase 94, we have accepted the following improvements for the City of College Station infrastrnctnre. INFRASTRUCTURE STREE'IS STORM SEWER 18" RCP 24" RCP 27" RCP 30" RCP 36" RCP 42" RCP SANITARY SEWER 6" DIP 6" SDR MANHOLES WATER 6" C-900 Waterline 8" C-900 Waterliue FIRE HYDRANTS Fire hyclra nts Snbtotal: xc: Natalie Ruiz, Development Coordinator Engineering Dev<'lopment Project Files QUA.iYfITY VALUE 8314,567.00 8212,097.80 384 linear feet 530 linear feet 194 linear feet 636 linear feet 244 linear feet 996 linear feet 8134,585.20 40 linear feet 4,372 linear feet 8 31,025.00 17 each s 81,6.38.00 3,480 liuear feet 300 linear feet 2 eaeh s 3,650.00 8777,563.00 ' OP o\ -'2-\ LETTER OF COMPLETION CITY ENGINEER CITY OF COLLEGE STATION COLLEGE STATION, TEXAS Dear Sir: '-..... RE: COMPLETION OF~~ ~~q14- The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under city inspection and completed according to plans and specifications as approved and required by the City of College Station, Texas. This approvai arid acceptance by the City is requested in order that we may finalize any sub-contracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the list~d i.:ffi.provements . on . the above referenced project. · WORK COMPLETED ~ hereby affirmed and agreed to by and by their sub-contractors as tt!d uu l Owner: ~~/.~ l~I~ i)~M~ Address: ~/'~~f*.,,,, .. l~ t:;t41.& ~ 1T'lt 77~ Contractor: %,a"J ~#~.,,../ ~o /30~ '1 7'-1-- I LETTER OF COMPLETION CITY ENGINEER CITY OF COLLEGE STATION COLLEGE STATION, TEXAS Dear Sir: DATE: ~,z.. I 2.t;JO-z_ RE: (_lOMPLETION OF &tstf;'~IL ~~~ 9'14 The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under city inspection and completed according to plans and specifications as approve d and required by the City of College Station, Texas. This approval and acceptance by the City is requested in order that we may finalize any sub-contracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above referenced project. Th one ~ar /warranty is hereby af:finned and agreed to by '€Xl. ~#-"~-and by their sub-contractors as intlicat by signatures below. WORK COMPLETED __:sro~ ~l#"l<i-JC. ty Representative (s) rev. 10 11 2 11'2 d( Owner..lf //Jk ()t:<l ~e-WF Address: (/Jk) ~LF UatL/f7 Ct-U!JtM:&a ...... t p. 77f.P- ContraCtOr! ( ~~1 C:,~/y~ Address: ;;/$ft. 6?4- rJ,,,.1ti~, 1/-77~D6 l4J OO! '' .. I LETTER OF COMPLETION CITY ENGINEER CITY OF COLLEGE STATION COLLEGE STATION, TEXAS Dear Sir: DATE: 4r;f 1.oo? RE:...COMPLETION OF "'i;;-~ /""'~ ?&: The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under city inspection and completed according to plans and specifications as approved and required by the City of College Station, Texas. This approval and acceptance by the City is requested in order that we may finalize any sub-contracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above referenced project. -, · · tility Representative (s} E &APPROVAL ~.10112 1 9"1d( hereby affirmed and agreed to by and by their sub-contractors as ~ UU 1 ,. I LETTER OF COMPLETION CITY ENGINEER CITY OF COLLEGE STATION COLLEGE STATION, TEXAS Dear Sir: RE: COMPLETION OF /l6Jk (;<'£~ JV'j4sc 9# The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under city inspection and completed according to plans and specifications as approved and required by the City of College Station, Texas. This approval and acceptance by the City !s requested in order that we may finalize any sub-contracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above referenced project. indica~d by signatures below. _ WORK COMPLETED _$°'9WAL-/c. S rrw. IO I 12 r t'2 cl( hereby affirmed and agreed to by and by their sub-contractors as OWner: ~t.G~k~€Uj'A44r~ Address: </£lJo f'67:Jt:r~l6~ jJ,t._/ ~-LEI£ ~¥7~ ~ 7? §~ Contractor: btJ.11 ~YC..G../o6d" Address: rt) ~ii 6 71J.-- ~'Y~" 1 lf 17i0' I The Wallace Group, Inc. Engineers • Architects • Planners • Surveyors u//J :.--- 8225 Centtal~;v~i~:~ P.O. Box 22007 Waco, Texas 76702-2007 (254) 772-9272 .. FAX (254) 776-2924 LETTER OF TRANSMITTAL To: City of College Station Attn: Ted Mayo , P.E~ //-/~/ From: Ryan Virden , P .E . Project: Pebble Creek Phase 9A Project No.: 12671 Date: 11/9/01 Pages : cc: file Enclosed Please Find The Following For Your Use : Copies Dated Description 11/9/01 Sealed Cost Estimate Remarks: As req~ested , we are sending you the engineer's opinion of probable cost for Pebble Creek Phase 9A. Please call with any questions . REVIEWED FOR cn~11 PL I l\ t\lr.F . -..J ··- NOV 2 1 2001 COLLEGE SiATIOl\J ENG/NEERING ~ ' .. F.M. YOUNG PEBBLE CRE~K PHASE 9A ENGINEER'S OPINION OF PROBABLE COST November 9, 2001 Item Description Unit Quantity Unit Price Amount Streetwork (1) Excavation CY 9641 $ 3.50 $ 33,743.50 (2) 6" Cement Stabilized Base SY 9218 $ 5.10 $ 47,011.80 (3) 8" Cement Stabilized Base SY 2442 $ 6.90 $ 16,849 .80 (4) 1.5" Hotmix SY 9218 $ 3 .30 $ 30,419.40 (5) 2" Hotmix SY 2442 $ 4 .50 $ 10,989.00 (6) 6" Lime Subgrade SY 13933 $ 1.40 $ 19,506.20 (7) Lime@35 lb/SY TN 244 $ 79 .55 $ 19,410 .20 (8) Standard Curb & Gutter LF 907 $ 6.50 $ 5,895.50 (9) Laydown Curb & Gutter LF 5853 $ 6.50 $ 38,044.50 (10) 6' Sidewalk SF 24512 $ 2 .25 $ 55,152.00 (11) 8" Concrete Fillet SF 2973 $ 3.70 $ 11,000.10 (12) Wheelchair Ramps EA 13 $ 415.00 $ 5,395.00 (13) Clearing & Grubbing AC 7.5 $ 2,700.00 $ 20,250 .00 (14) Demo Asphalt Turnaround EA 2 $ 450.00 $ 900.00 Subtotal Street Improvements $ 314,567.00 Waterline (15) 6" C-900 Waterline LF 3,480 $ 13.90 $ 48 ,372.00 (16) 8" C-900 Waterline LF 300 $ 15 .25 $ 4,575.00 (17) 6x6MJTee EA 3 $ 162.00 $ 486 .00 (18) 6" MJ 45 Bend EA 18 $ 140.00 $ 2,520.00 (19) 6" Gate Valve EA 15 $ 390.00 $ 5,850 .00 (20) 8" Gate Valve EA 2 $ 500.00 $ 1,000.00 ~~~~1t~~D FOR EA 2 $ 250.00 $ 500.00 EA 1 $ 280 .00 $ 280.00 c13) CQ~1.Ji~d/~~JiGJi-EA 10 $ 93.00 $ 930.00 (24) 800~Jlor~ling EA 1 $ 115.00 $ 115.00 COLLEGE s ·1A i IOi\I ENGINEERIN~ (25) Blow Off Assemblys EA 5 $ 350.00 $ 1,750.00 (26) Wet Connection EA , 3 $ 460 .00 $ 1,380.00 (27) Single Water Service EA 8 $ 460 .00 $ 3,680 .00 (28) Double Water Service EA 17 $ 600.00 $ 10,200 .00 (29) Fire Hydrant Assembly EA 2 $ 1,825.00 $ 3,65 0 .00 Waterline Subt otal $ 85,288.00 Sanitary Sewer (30) 6" SDR 26 Sewer LF 4 ,372 $ 23 .20 $ 101,43 0 .40 (31) 6" DIP w/ Concrete Encasement LF 40 $" 37.00 $ 1,480.00 (32) Compacted Gravel Backfill CY 135 $ 32.00 $ 4,320.00 (33) 4' Dia. Drop Manhole EA 2 $ 3,470.00 $ 6,94 0 .00 (34) 4' Dia. Manhole EA 17 $ 1,825.00 $ 31,025.00 (35) Tie Into Existing Manhole EA 1 $ 69 0 .00 $ 69 0 .00 (36) Clean Out EA 1 $ 320.00 $ 320.00 (37) 4" Single Sewer Service EA 14 $ 415.00 $ 5,81 0 .00 (38) 6" Double Sewer Service EA 14 $ 690.00 $ 9,660.00 (39) Trench Safety LF 4 ,372 $ 0.90 $ 3,934.80 Sanitary Sewer Sub total $ 165,610.20 Strom Drainage (40) 18" RCP LF 384 $ 27.75 $ 10,656.00 (41) 24" RCP LF 53 0 $ 32.40 $ 17,172 .00 (42) 27" RCP LF 194 $ 35.20 $ 6,828.80 (43) 30" RCP LF 636 $ 40.75 $ 25,917.00 (44) 36" RCP LF 244 $ 50.00 $ 12,200.00 (45) 42" RCP LF 996 $ 68.50 $ 68,226.00 (46) 30" 45 Degree Bends EA 3 $ 415.00 $ 1,245.00 (47) 10' Inlet EA 19 $ 2,915.00 $ 55,385 .00 (48) Junction Box EA 2 $ 3,100 .00 $ 6,200.00 (49) 42" Concrete Headwall EA 2 $ 2,800.00 $ 5,600.00 R &V~M©> FOR SY 116 $ 23.00 $ 2,668.00 ,~,,'\.~,, t otal -~~t. ?F /~ -~' $ 212,0 97.80 Nd~ta~ ~o~O'O'ftion Cost ,,, 0 .r •• <5' ., $ 777,563.00 "' . . .. ~* I i~ •• * ~ ~ * ,, . * i/f···f., ................ -.... 2. R. ~ GEOR GE E \'J ;~U<CFL J J COLLEGE STAT IO N ~~\ ....... 6s36o ...... J$J P~'-1 EN GIN EE RIN~ \O·~~ ~~ ~ ~-<;i··.P1 sr£<' •• • u' ~ Ss .......... ~~ '\ 'ONAL 'i:.-,~ ... ' . j SSOCIATES, INC. SPENCER J. BUCHANAN A Consulting En9in Geotechnical • Materials • Civil D Bryan , Texas 206 North Sims St reet , 77803/P.O . Box 67 eers esign • Consulting 2 ,77806«979)822-3767 Letter of Transm ittal T O : MR VERNON WRIGHT CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT : Pebble Creek Subdivision , Phase 9A SJB Project No. 020032 Please f ind the follow i n items enclosed as i ndicated: ITEM 0 IN-PLACE DENSITY TEST RESULTS 0 IN -PLACE DENSITY LOCATION PLAN ~ CONCRETE REPORT 0 THICKNESS TESTS OF ASPHAL TIC CONCRETE PAVEMENT CORES 0 OPTIMUM MOISTURE/DENSITY RELATIONSHIP 0 SOIL CEMENT TEST REPORT TEX-120-E 0 DENSITY TEST OF ASPHAL TIC CONCRETE CORES 0 LIME TREATED SUBGRADE DEPTH TEST 0 STIFFNESS DETERMINATION Rebecca Garcia REMARKS : cc: June 3 , 2002 COPIES PAGES 1 1 - DATED 5/31/02 ' ; SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 N. Sims, 77803 /P.O. Box 672, 77806 / (979) 822-3767 CONCRETE REPORT CLIENT: CITY OF COLLEGE STATION SJB PROJECT NO: PROJECT: Pebble Creek, Phase 9A FIELD INFORMATION: CONTRACTOR: SUPPLIER : DATE SAMPLED: SAMPLED BY: TIME SAMPLED: WEATHER: SLUMP (in.): AIR CONTENT: CONCRETE TEMP: CYLINDERS CAST: Young Contractors Young Ready Mix 05/02/02 M.Thomas 1:55 p .m . Sunny 6Y:i 92° 3 TYPE MIX: TRUCKfTICKET NO .: 3,000 psi 98/02056 TRUCK ARRIVAL TIME: 1 :45 p.m. WATER ADDED: 5 gallons PLACEMENT LOCATION : Congressiona l Drive, left side, Lot 28 FIELD DATA REPORTED TO: REMARKS: LABO RA TORY TEST RE SUL TS : 020032 FIELD DATE AGE TOTAL LOAD COMPRESSIVE NUMBER TESTED (DAYS) (lbs) STRENGTH (psi) 1A 05/09/02 7 79,550 2,810 18 05/30/02 28 102,961 3 ,64 0 1C 05/30/02 28 170,805 6,040 Unless otherwise stated , length of cylinder is within ASTM tolerance with nominal cyl inder size 6" dia x 12" (cross-sectional area of 28.27 sq in.). Submitted By: SPENCER J. BUCHANAN ASSOCIATES , INC. May 10 , 2002 May 31 , 2002 ------------------------------- Spencer J. Buchanan Associate , If&~ EI VE D Invoice MAY 2 0 2002 Dat e Post Office Box 672 Bryan , TX 77806-0672 ACCOUNTIN 511 8/2002 1 a :1! To , , ______ ------------------1 CITY OF COLLEGE ST A TI ON PO BOX 9973 COLLEGE ST A TI ON, TX 77842-0960 P .O . No . CONTRACT Un it Description 5/2/02 CONCRETE POUR I ENGINEERI NG TECHNICIAN, PER HO UR 5/3/02 I PI CKI NG UP CYUNDERS AFfER 24-HR 5/l 0/02 3 CASTING CYLINDERS , PER CYLINDER I Project: 1--- VERNON WRIGHT PEBBLE CREEK SUBDIVISION PHAS E9A Term s Due Date Net 30 6/17/2002 Rate 29 .50 40 .00 10.00 I COMPRESS IVE STRENGTH OF CYLINDRICAL CONCRETE 10.00 SPECIMENS fl· 5)-:jt /' 'l- r):;:, Thank you for your business. A late c harge of 1.5% per month ( 18% per a nnum ) will be applied to all accounts over 90 days. Invoice Total Invoic e# 20590 Project No.: 020032 Amount 29 .50 40.00 30.00 10 .00 $109.50 # • •• SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P .O . Box 672 , 77806/(979) 822-3767 Letter of Transmittal TO : MR VERNON WRIGHT CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT : Pebble Creek Subdivision , Phase 9A SJB Project No . 020032 Pl fi d th f 11 . "t d . d " t d ease in e o owinq 1 ems enc ose as in 1ca e : ITEM D IN-PLACE DENSITY TEST RESULTS D IN-PLACE DENSITY LOCATION PLAN r8J CONCRETE REPORT D THICKNESS TESTS OF ASPHAL TIC CONCRETE PAVEMENT CORES D OPTIMUM MOISTURE/DENSITY RELATIONSHIP D SOIL CEMENT TEST REPORT TEX-120-E D DENSITY TEST OF ASPHAL TIC CONCRETE CORES D LIME TREATED SUBGRADE DEPTH TEST D STIFFNESS DETERMINATION . S igned : -----"'fuJ'--=-'--~J&<i-=----..__ltvi __ (l%~-- Rebecca Garcia REMARKS : cc : May 10, 2002 COPIES PAGES 1 1 DATED 5/10/02 . . SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 N. Sims, 77803 /P.O. Box 672, 778061(979)822-3767 CONCRETE REPORT CLIENT: CITY OF COLLEGE STATION SJB PROJECT NO: PROJECT: Pebble Creek, Phase 9A FIELD INFORMATION: CONTRACTOR: SUPPLIER: DATE SAMPLED: SAMPLED BY: TIME SAMPLED: WEATHER: SLUMP (in.): AIR CONTENT: CONCRETE TEMP: CYLINDERS CAST: Young Contractors Young Ready Mix 05/02102 M.Thomas 1:55 p.m. Sunny 6% 92° 3 TYPE MIX: TRUCK/TICKET NO .: 3 ,000 psi 98/02056 TRUCK ARRIVAL TIME: 1 :45 p.m. WATER ADDED: 5 gallons PLACEMENT LOCATION: Congressional Drive, left side , Lot 28 FIELD DATA REPORTED TO: REMARKS : LABORATORY TEST RESULTS: 020032 FIELD DATE AGE NUMBER TESTED (DAYS) TOTAL LOAD {lbs) COMPRESSIVE STRENGTH (psi) 1 A 05/09/02 7 18 1C 05/30/02 05/30/02 28 28 79,550 2,810 Unless otherwise stated, length of cylinder is within ASTM tolerance with nominal cylinder sizes· dia x 12· (cross-sectional area of 28.27 sq in .). Submitted By: SPENCER J. BUCHANAN ASSOCIATES, INC. May 10, 2002 D D [8J D D D D D D SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan , Texas 206 North Sims Street, 77803/P.O . Box 672 , 77806/(979 ) 822-3767 Letter of Transmittal TO: MR VERNON WRIGHT CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT : Pebb le Creek Subdivision , Phase 9A SJB Project No. 020032 Pl f d th f II . ·t d . d" t d ease in e o owing 1 ems enc ose as 1n 1ca e : ITEM IN-PLACE DENSITY TEST RESULTS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT THICKNESS TESTS OF ASPHAL TIC CONCRETE PAVEMENT CORES OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STIFFNESS DETERMINATION . Signed: ---=0.J1--=-=----.:.0"""'-"Mi~-~-(J%-=---- Rebecca Garcia REMARKS : cc : May 10 , 2002 COPIES 1 PAGES 1 DATED 5/10/02 SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 N. Sims, 77803 /P.O . Box 672, 77806 / (979) 822-3767 CONCRETE REPORT CLIENT: CITY OF COLLEGE STATION SJB PROJECT NO: PROJECT: Pebble Creek, Phase 9A FIELD INFORMATION: CONTRACTOR: SUPPLIER: DATE SAMPLED: SAMPLED BY: TIME SAMPLED: WEATHER: SLUMP (in.): AIR CONTENT: CONCRETE TEMP: CYLINDERS CAST: Young Contractors Young Ready Mix 05102102 M.Thomas 1:55 p.m. Sunny 6~ 92° 3 TYPE MIX: TRUCK/TICKET NO.: 3,000 psi 98/02056 TRUCK ARRIVAL TIME: 1:45 p.m . WATER ADDED: 5 gallons PLACEMENT LOCATION: Congressional Drive, left side, Lot 28 FIELD DATA REPORTED TO: REMARKS: LABORATORY TEST RESULTS: 020032 FIELD DATE AGE TOTAL LOAD COMPRESSIVE NUMBER TESTED (DAYS) (lbs} STRENGTH (psi) 1A 05/09/02 7 79,550 2,810 18 05/30/02 28 1C 05/30/02 28 Unless otherwise stated, length of cylinder is within ASTM tolerance with nominal cylinder size 6" dia x 12" (cross-sectional area of 28 .27 sq in.). Submitted By: SPENCER J. BUCHANAN ASSOCIATES, INC. May 10, 2002 J. Buchanan Associates , Inc. ~ox 672 7806-0672 : COLLEGE STATION 9973 1E STATION, TX 77842-0960 P.O. No . CONTRACT Description 5/2102 CONCRETE POUR ENGINEERING TECHNICIAN, PER HOUR 5/3/02 Invoice Date 5/4/2002 Project: VERNON WRIGHT PEBBLE CREEK SUBDIVISION PHASE9A Terms Due Date Net 30 6/3/2002 Rate 29.50 Invoi ce# 20537 Project No .: 020032 A mount 29 .50 SOIL-CEMENT COMPRESS IVE STRENGTH (Tex-11 3-E) 105 .00 105.00 5/3/02 PICKING UP CYUNDERS AFfER 24-HR Thank you for your business. A late charge of 1.5 % per month ( 18 % per an num ) will be applied to all accou nt s over 90 day s . 40.00 40.00 Invoice Total $174 .50 D D D ~ D D D D D SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street , 77803/P .O. Box 672 , 77806/(979) 822 -3767 Letter of Transmittal TO : MR VERNON WRIGHT CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebble Creek Phase 9A SJB Project No . 020032 Pl fi d th f II d . d ' t d ease in e o owing items enc ose as 1n 1ca e : ITEM IN -PLACE DENSITY TEST RESULTS IN -PLACE DENSITY LOCATION PLAN CONCRETE REPORT ASPHAL TIC CONCRETE TEST REPORT OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STIFFNESS DETERMINATION S ign ed : RtJ l ~ c_, c.i j:-1,v1Cl)\ Rebecca Garcia REMARKS : cc: COPIES 1 PAGES 1 April 19 , 2002 DATED 4/17/02 SPEN CER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers 206 N. Sims, 77803/P.O. Box 672, 77806 , Bryan, Texas (979) 822-3767 ASPHALTIC CONCRETE TEST REPORT CLIENT: PROJECT: CITY OF COLLEGE ST A TION Pebble Creek, Phase 9A SJB PROJECT NO. DATE: CONTRACTOR: Young Materials SAMPLE DESCRIPTION: HMAC Type "D", YB0014 ORIGIN OF SAMPLE: Young Materials Plant, Highway 21 West SAMPLE DA TE: April 15, 2002 LOCATION: Sycamore Hills Drive, Station 12+00 SIEVE SIZE SAMPLE ID JMF TOLERANCE PERCENTAGES % Passini!: 112" 100 100 98-100 % Passing 3/8" 96.5 98 .1 93 .1-100 % Passing No. 4 65 .8 62 .9 57 .9-67 .9 % Passing No. 10 37.8 36 .4 31.4-41.4 % Passine: No. 40 *13 .9 18.8 15 .8-21.8 % Passini!: No. 80 6.0 9.0 6.0 -12.0 % Passing No. 200 4.0 6.0 1-6 Asohalt (%) *4.9 5 .7 5 .2-6.2 Hveem Stability(%) 60 .6 -------- Laboratory Density (pcf) 143 .7 -------- Maximum Den sity (pcf) 150 .6 -------- Laboratory Density(%) 95.4 96.0 94.5-97 .5 *Does not mee t s pecifica tions SUBMITTED BY 020032 April 17, 2002 SPECIFICATIONS 100 85-100 50-70 32-42 11-26 4-14 1-6 ---- M in 35 ---- ---- 96 .0 SPENCER J. BUCHANAN ASSOCIATES, IN< J SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan , Texas 206 North Sims Stre et, 77803/P .O. Box 672 , 77806/(979 ) 822-3767 Letter of Transmittal T O : MR VERNON WRIGHT D D D D D ~ D D D CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT : Pebb le Creek Subdivision , Phase 9A SJB Project No . 020032 Pl fi d th f 11 . ·t d . d " t d ease 1n e o owing 1 ems enc ose as 1n 1ca e : ITEM IN-PLACE DENSITY TEST RESULTS IN -PLACE DENSITY LOCATION PLAN CONCRETE REPORT THICKNESS TESTS OF ASPHAL TIC CONCRETE PAVEMENT CORES OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STIFFNESS DETERMINATION Rebecca Garcia REMARKS: cc: May 3, 2002 COPIES PAGES 1 1 DATED 5/3/02 SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 N. Sims, 77803 I P.O. Box 672, 77806 I (979) 822-3767 SOIL-CEMENT TEST REPORT TEX-120-E CLIENT: CITY OF COLLEGE ST A TION SJB PROJECT NO: PROJECT: Pebble Creek, Phase 9A METHOD OF COMPACTION: Tex-113-E MATERIAL: Cement treated base OPTIMUM MOISTURE CONTENT: 9.6% -MAXIMUM DRY DENSITY: 130.8 Lb./Cu.Ft. LOCATION: Crooked Stick Drive and Sycamore Hills Intersection LAB NO. DATE DATE AGE DRY DENSITY COMPRESSIVE MOLDED TESTED (DAYS) (PCF) STRENGTH PSI IA 04/02/02 04/09/02 7 125.4 278 lB 04/02/02 04/30/02 28 128.6 396 020032 %MOISTURE AT MOLDING ATTESTING 6.7 6.0 6.7 4.7 REMARKS: Cement content not known SPENCER J. BUCHANAN ASSOCIATES, INC. May 3, 2002 J. Buchanan Associates , Inc. ~ox 672 7806-0672 : COLLEGE STATION 9973 JE ST A TION, TX 77842-0960 P .O . No . CONTRACT Description I 4/15/02 PICK UP SAMPLE ENGINEERING TECHNICIAN, PER HOUR 4/17/02 Terms Net 30 BITUME CONTENT & AGGREGATE GRADATION (ASTM D 2172) SIEVE ANALYSIS OF FINE & COARSE AGGREGATES (ASTM c 136) HYEEM STABILITY , SET OF 3 (ASTM D 1560) MOLDING OR MIXING ASPHAL TIC CONCRETE, PER SET MAXIMUM SPECIFIC GRAVITY 4/18/02 ASPHALT COR ING ENGINEERING TECHNICIAN, PER HOUR ASPHALT PAVEMENT CORN ING (ASTM D 979) THICKNESS DETERMINATION OF ASPHAL TIC PAVEM ENT CORES, EACH Thank you for your business. A late c harge of I .5 % per month ( 18 % per annum) will be applied to all accounts over 90 days. I Invoice Date Invoice# 4/30/2002 20486 Due Date 5/30/2002 Rate 29.50 97 .50 37 .50 140 .00 30.00 35 .00 29.50 30.00 5 .00 Project No.: 020032 Amount 29.50 97 .50 37.50 140 .00 30.00 35.00 147.50 v 420.00 70 .00 RECEI V E DI MAY 0 1 20)2 l. AccouNr1~~ J Invoice Total $1,007 .00 D D D ~ D D D D D SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting En9ineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P .O. Box 672, 77806/(979) 822-3767 Letter of Transmittal TO: MR VERNON WRIGHT CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebble Creek Subdivision, Phase 9A SJB Project No . 020032 Pl fi d th f II . ·t d . d" t d ease in e o owing 1 ems enc ose as in 1ca e : ITEM IN-PLACE DENSITY TEST RES UL TS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT THICKNESS TESTS OF ASPHAL TIC CONCRETE PAVEMENT CORES OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STIFFNESS DETERMINATION . Signed : f2c l !J e L' K (.!~i .~ IC c \ Rebecca Garcia REMARKS : cc: April 24, 2002 COPIES 1 PAGES 2 DATED 4/18/02 CLIENT: SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 North Sims, 77803/P .O. Box 672, 77806/(979) 822-3767 THICKNESS TEST RESULTS OF ASPHAL TIC CONCRETE PAVEMENT CORES CITY OF COLLEGE ST A TION SJB PROJECT NO .: 020032 PROJECT: Pebble Creek Subdivision, Phase 9A DATE CORED 04/18/02 04/18/02 04/18/02 04/18/02 04/18/02 04/18/02 04/18/02 04/18/02 DATE PAVED 4/15/02 NOTE: TEST LOCATION St. 8odn~ws Station 7+00, right of centerline Station 9+00 , left of centerline Coogressiooal Drive Station 2+00, right of centerline Station 5+00, left of centerline Station 8+00, right of centerline Station 11 +00, left of centerline Plum Hollow Drive Station 7+00, right of centerline Station 9+00 , left of centerline THEORETICAL MAX SPECIFIC GRAVITY 2.413 Thickness determination only . THICKNESS (IN) 1.9 2.4 2.1 1.6 1.8 1.5 1.7 1.8 THEORETICAL MAX DENSITY 150.6 pcf Page 1of2 DENSITY PERCENT MATERIAL (pcf) COMPACTION TYPE ------A ------A ------A ------A ------A ------A ------A ------A MA TE RIAL TYPE (A) HMAC fine graded surface course r ' CLIENT: SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 North Sims, 77803/P .O . Box 672, 77806/(979) 822 -3767 THICKNESS TEST RESULTS OF ASPHALTIC CONCRETE PAVEMENT CORES CITY OF COLLEGE STATION SJB PROJECT NO.: 020032 PROJECT: Pebble Creek Subdivision, Phase 9A DATE CORED 04/18/02 04/18/02 04/18/02 04/18/02 04/18/02 04/18/02 DATE PAVED 4/15/02 NOTE: TEST LOCATION Pine Valley Drive Station 10+00 , right of centerline Station 12+00, left of centerline Station 14+00, righ t of centerl ine Sycamore Hills Drive Station 7 +00 , right of centerline Station 10+00, left of centerline Station 13+00, right of centerline THEORETICAL MAX SPECIFIC GRAVITY 2.413 Thickness determination only . THICKNESS (IN) 1.8 1.4 1.6 1.8 1.8 1.2 THEORETICAL MAX DENSITY 150 .6 pcf Page 2 of 2 DENSITY PERCENT MATERIAL (pcf) COMPACTION TYPE ------A ------A ------A ------A ------A ------A MATERIAL TYPE (A) HMAC fine graded surface course D D D D D [8] D D D SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Eng ineers Geotechnical • Materials • Civil Design • Consulting Bryan , Texas 206 North Sims Street, 77803/P.O . Box 672 , 77806/(979) 822 -3767 Letter of Transmittal TO : MR VERNON WRIGHT CITY OF COLLEGE STAT ION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJ ECT : Pe bb le Creek Subdivis ion , Pha se 9A SJB Project No . 020032 Pl fi d th f 11 . "t d . d " d ease in e o owing 1 ems enc ose as 1n 1cate : ITEM IN -PLACE DENSITY TEST RESULTS IN -PLACE DENSITY LOCATION PLAN CONCRETE REPORT THICKNESS TESTS OF ASPHAL TIC CONCR ETE PAVEMENT CORES OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STIFFNESS DETERMINATION Signed : ___..l"""'--'vh"""--'--'-'.("""-~/Q=-~--+" 1 1)-+--/---'-'J'-=J{.,_,.,_' J-'-'--/ ......l..l.<.Jl-=-'Ch_,_· __ Rebecca Garcia REMARKS : COPIES 1 PAGES 1 cc : May 3 , 200 2 DATED 513102 SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 N. Sims, 77803 /P.O. Box 672, 77806 / (979) 822-3767 SOIL-CEMENT TEST REPORT TEX-120-E CLIENT: CITY OF COLLEGE STATION SJB PROJECT NO: PROJECT: Pebble Creek, Phase 9A METHOD OF COMPACTION: Tex-113-E MA TE RIAL: Cement treated base OPTIMUM MOISTURE CONTENT: 9 .6% -MAXIMUM DRY DENSITY: 130.8 Lb./Cu.Ft. LOCATION· Crooked Stick Drive and Sycamore Hills Intersection LAB NO. DATE DATE AGE DRY DENSITY COMPRESSIVE MOLDED TESTED (DAYS) (PCF) STRENGTH PSI IA 04/02/02 04/09/02 7 125.4 278 lB 04/02/02 04/30/02 28 128.6 396 020032 % MOISTURE AT MOLDING ATTESTING 6 .7 6.0 6.7 4.7 REMARKS: Cement content not known SPENCER J. BUCHANAN ASSOCIATES, INC. May 3, 2002 pencer J. Buchanan Associates , Inc=-it)~to4~ Invoice Post Office Box 67 2 ~ Date Bryan, TX 77806-0672 ~ 3/29/2002 I Bill To CITY OF COLLEGE ST A TION PO BOX 9973 COLLEGE STATION, TX 77842-0960 P .O. No . CONTRACT Unit Description 3/11/02 Project: VERNON WRIGHT PEBBLE CREEK PHASE 91 Terms Due Date Net 30 4/28/2002 Rate 6 IN-PLACE NUCLEAR DENSITY GAUGE METHOD 21.50 l J ENGINEERING TECHNICIAN, PER HOUR 4-),t/·~ f) '?-. v'f Thank you for your business. A late charge of 1.5% per month (18 % per annum) will be applied to all accounts over 90 days. 29.50 R EC E IV E D APR a 1 2002 A .~,.. ... ~~,.,.\ 1lJ i.? ·~ ~· ~G I I I Invoice Total Invoice# 20325 Project No.: 020032 Amount 129 .00 29.50 $158.50 I ! SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P.O. Box 672, 77806/(979) 822-3767 Letter of Transmittal TO: MR VERNON WRIGHT [8J D D D D D D D D CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebble Creek Phase 9A SJB Project No. 020032 Pl ft d th f 11 . 't d . d' t d ease tn e o owtnQ 1 ems enc ose as m 1ca e : ITEM IN-PLACE DENSITY TEST RES UL TS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT SUMMARY OF LABORATORY TEST DATA OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST CRUSHEDSTONEBASEDEPTHTEST Signed: -----'-"R"--"-',,l ru'---'· """'"'f..__,,,e~~--"J-~_1u::......:::.'/-=-~--- Rebecca Garcia REMARKS: cc: March 15, 2002 COPIES PAGES 1 1 DATED 3/11/02 CLIENT: SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 North Sims, 77803/P.O. Box 672 , 77806/(979) 822-3767 IN-PLACE DENSITY TEST RESULTS CITY OF COLLEGE STATION SJB PROJECT NO.: 020032 PROJECT: Pebble Creek, Phase 9A DATE 03/11/02 03/11/02 03/11/02 03/11/02 03/11 /02 03/11/02 COMPACTION EFFORT ASTM D 698 ASTM D 698 NOTE : TEST LOCATION St. Andrews Street Station 7+50 , centerline Station 9+00, left of centerline elurn l:::lollow Station 8+00, right of centerline eiae Y'.alle~ Station 12+00, left of centerline Station 14+50, centerline C[oo~ed Icail Station 1 +25, right of centerline 6" depth tested. OPTIMUM MOISTURE CONTENT 28 .5% 26.5% MOISTURE CONTENT (%) 31.5 28.3 27 .8 29.3 25.0 25 .9 MAXIMUM DRY DENSITY 87 .5 pcf 88 .5 pcf DRY DENSITY PERCENT MATERIAL (pcf) 84 .0 88.1 90.9 89 .1 91.2 89.0 COMPACTION 96 .0 100+ 100+ 100+ 100+ 100+ MATERIAL TYPE (A) Lime treated subgrade (B) Lime treated subgrade TYPE A A B B B B Spencer J. Buchanan Associates, Inc. Post Office Box 67 2 Bryan, TX 77806-067 2 Bill T o CITY OF COLLEGE ST A TION PO BOX 9973 C OLLEGE STATION, TX 77842-0960 P .O . No. CONTRACT Un it Descri ption 4 /2/02 Proj ect: VERNON WRIGHT PEBBLE CREEK PHASE9A Terms Net 30 3 IN -PLACE NUCLEAR DENSITY GAUGE METHOD I 2 6 I 3 1 I i ENGINEERING TECHNICIAN, PER HOUR ENGINEERING TECHNICIAN -PICK UP SAMPLES FOR TESTS 4 /3/02 STIFFNESS MEASUREMENTS HUMBOLDT SOIL STIFFNESS/MODULUS GAUGE ENGINEERING TECHNICIAN, PER HOUR 4/4/02 IN -PLACE,NUCLEAR DENSITY GAUGE METHOD ENGINEEjuNffTECHNICIAN, PER HOUR f'll f::t r U/!V Invoice Date 4/18/2002 Due Date 5/18/2002 R ate 21.50 29.50 29.50 21.50 29.5 0 21.5 0 29 .50 I I I Invoice # 20422 P roject No.: 020032 Amo unt 64.50 29.50 59 .00 129 .00 29 .50 64.50 29.50 Thank you for your bu siness. Invoice Total $405.5 0 A late charge of 1.5% per month ( 18 % per annum) will be applied to all accounts over 90 days . [8J D D D D D D D [8J SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan , Texas 206 North Sims Street , 77803/P.O. Box 672, 77806/(979) 822-3767 Letter of Transmittal TO : MR VERNON WRIGHT CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebble Creek Phase 9A SJB Project No . 020032 Pl fi d th f 11 . d . d " t d ease in e o owing items enc ose as in 1ca e : ITEM IN-PLACE DENSITY TEST RESULTS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT SUMMARY OF LABORATORY TEST DATA OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STI FFNESS DETERMINATION Signed : _f2_l_~l-t---'~-t--=t-""Yi_· .... _t~_l 1_[_c( ___ _ Rebecca Garcia REMARKS : COPIES 1 1 PAGES 2 1 cc : April 9 , 2002 DATED 4/2 + 4/4/02 4/3/02 / . SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 North Sims, 77803/P.O. Box 672 , 77806/(979) 822-3767 IN-PLACE DENSITY TEST RES UL TS CLIENT: CITY OF COLLEGE STATION SJB PROJECT NO.: 020032 PROJECT: Pebble Creek, Phase 9A DATE 04/02/02 04102102 04/02/02 COMPACTION EFFORT Tex-113 -E NOTE: TEST LOCATION Intersection of Crooked Stick Drive and Sycamore Hills St. Andrews Street Station 8+50, Elum tlollow Station 9+00, centerline left of centerline OPTIMUM MOISTURE CONTENT 9.6% 6" depth tested . MOISTURE CONTENT (%) 10.7 10 .8 11 .5 MAXIMUM DRY DENSITY 130 .8 pcf DRY DENSITY PERCENT MATERIAL COMPACTION TYPE (pcf) 120 .7 92 .3 A 116 .9 89.4 A 116 .0 88 .7 A MATERIAL TYPE (A) Cement treated base /. u SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 North Sims , 77803/P .O . Box 672 , 77806/(979) 822-3767 IN-PLACE DENSITY TEST RESULTS CLIENT: CITY OF COLLEGE STATION SJB PROJECT NO.: 020032 PROJECT: Pebble Creek, Phase 9A DATE 04/04/02 04/04/02 04/04/02 COMPACTION EFFORT Tex -113-E NOTE: TEST LOCATION Pine Valley Drive Station 11 +00, right of centerl ine Station 13+00, left of centerl ine Congressional Drive Station 1 +50 , right of centerline 6" depth tested. OPTIMUM MOISTURE CONTENT 9 .6% MOISTURE CONTENT (%) 10 .1 9.9 10 .9 MAXIMUM DRY DENSITY 130 .8 pcf DRY DENSITY PERCENT MATERIAL COMPACTION TYPE (pcf) 118 .5 90 .6 A 118 .8 90 .8 A 126 .8 96 .9 A MATERIAL TYPE (A) Cement treated base SPENCER J. BUCHANAN ASSOCIATES, INC. Consuting Engineers Bryan , Texas 205 North Sims Street, 77803 I P.O . Box 672, 77806 (979) 822-3767 STIFFNESS DETERMINATION CLIENT: CITY OF COLLEGE STATION PROJECT: Pebble Creek , Phase 9A STIFFNESS AFTER INITIAL STIFFNESS AFTER TEST CURING PERIOD MICROCRACKING LOCATION NO. (Days) (Roller Passes) 1 2 3 1 2 3 St. Andrews Street and 43.56 23 .91 1 Congressional Court I Averaqe Plum Hollow 43 .39 22 .15 2 Station 9+00 I Average Crooked Stick Drive and 44 .29 26.15 3 Sycamore Hills I Averaqe 4 I Averaqe 5 I Average NOTE: All measured values in MN/m. Stiffness measurements made w ith Humboldt So il Stiffness/Modulus Gauge , Model H-4140 \ SJB PROJECT NO.: 020032 DATE: April 3 , 2002 40% REDUCTION IN REMARKS STIFFNESS 4 26.14 26.03 26 .57 ·-S~encer J. Buchanan A ss ociates, Inc. /b1(ptf( M~rwv Invoice Post Office Box 672 n IE~ Date Bryan, TX 77806-0672 U I I 4/19/2002 Bill To Project: CITY OF COLLEGE STATION PO BOX 9973 COLLEGE STATION, TX 77842-0960 VERNON WRIGHT PEBBLE CREEK PHASE9A Unit 3 6 2 3 I 1 4 1 P .O. No. Terms CONTRACT Net30 Description 4/5/02 IN-PLACE NUCLEAR DENSITY GAUGE METHOD STIFFNESS MEASUREMENTS HUMBOLDT SOIL STIFFNESS/MODULUS GAUGE ENGINEERING TECHNICIAN, PER HOUR 4/9/02 IN-PLACE NUCLEAR DENSITY GAUGE METHOD ENGINEERING TECHNICIAN , PER HOUR UNCONFINED COMPRESSION AND UNIT WEIGHT 4/10/02 STIFFNESS MEASUREMENTS HUMBOLDT SOIL STIFFNESS/MODULUS GAUGE ENGINEERING TECHNICIAN , PER HOUR o~· 4-12-b /ov "~ R..-c ·-c ~ APR 2 ACCOl I Thank you for your business. A late charge of 1.5 % per month ( 18 % per annum) will be applied to all accounts over 90 days . Due Date 5/19/2002 Rate 21 .50 21.50 29 .50 21.50 29.50 25.00 21.50 29 .50 IVE D 2 2002 11\JTING I I I Invo ice Tota l Invoice# 20460 Project No .: 020032 Amount 64.50 129 .00 59 .00 64 .50 29 .50 25 .00 86.00 29 .50 $487.00 I I ~ 0 0 0 0 0 0 0 ~ SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P .O. Box 672 , 77806/(979) 822-3767 Letter of Transmittal TO: MR VERNON WRIGHT CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebble Creek Phase 9A SJB Project No . 020032 Pl fi d th f II . ·t d . d " t d ease in e o owing 1 ems enc ose as in 1ca e : ITEM IN -PLACE DENSITY TEST RESULTS IN -PLACE DENSITY LOCATION PLAN CONCRETE REPORT SUMMARY OF LABORATORY TEST DATA OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STIFFNESS DETERMINATION Rebecca Garcia REMARKS : cc: April 11 , 2002 COPIES 1 1 PAGES 1 1 DATED 4/5/02 4/5/02 SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 North Sims, 77803/P .O. Box 672 , 77806/(979) 822 -3767 IN-PLACE DENSITY TEST RESULTS CLIENT: CITY OF COLLEGE STATION SJB PROJECT NO.: 020032 PROJECT: Pebb le Creek , Phase 9A LOCATION: Congressional Drive DATE 04/05/02 COMPACTION EFFORT Tex -113-E NOTE: TEST LOCATION Station 9+00, left of centerline 6" depth tested . OPTIMUM MOISTURE CONTENT 9 .6% - MOISTURE CONTENT (%) 10.2 MAXIMUM DRY DENSITY 130 .8 pcf DRY DENSITY PERCENT MATERIAL COMPACTION TYPE (pcf) 121 .1 92 .6 A MATERIAL TYPE (A) Cement treated base SPENCER J. BUCHANAN ASSOCIATES, INC. Co nsuting Eng ineers Bryan , Texas 205 North Sims Street , 77803 I P.O . Box 672 , 77806 (979 ) 822-3767 STIFFNESS DETERMINATION CLIENT: CITY OF COLLEGE STATION PROJECT: Pebble Creek , Phase 9A STIFFNESS AFTER INITIAL STIFFNESS AFTER TEST CURING PERIOD MICROCRACKING LOCATION NO. (Days) (Roller Passes) 1 2 3 1 2 3 Plum Hollow 27 .28 22 .88 13 .77 1 Stat ion 4 +00 I Averaqe Congressional Dr ive 28 .98 21 .00 16 .97 2 Sta ti on 1 +50 I Average 3 I Averaqe 4 I Averaqe 5 I Averaqe NOTE: A ll measured values in MN /m . St iffness meas u rements ma de w ith Hum bo ldt So il Stiffnes s/Mo dulu s Gauge , Mo del H-414 0 SJB PROJECT NO.: 020032 DATE: April 5 , 2002 40% REDUCTION IN REMARKS STIFFNESS 4 16.37 17.39 I [gJ D D D D [gJ D D D SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P .O. Box 672 , 77806/(979) 822-3767 Letter of Transmittal TO : MR VERNON WRIGHT CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT : Pebble Creek Phase 9A SJB Project No. 020032 Pl f d h f II . d . d " d ease 1n t e o owing items enc ose as in 1cate : ITEM IN-PLACE DENSITY TEST RESULTS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT SUMMARY OF LABORATORY TEST DATA OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STIFFNESS DETERMINATION signed : _r2_u_h_1-'--.1Q._/_ti_~ ~r&=-----i._v1_c_Li~~ ~-- Rebecca Garcia REMARKS : cc : Apri l 12 , 2002 COPIES 1 1 PAGES 1 1 DATED 4/9/02 4/9/02 SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 North Sims, 77803/P .O . Box 672 , 77806/(979) 822-3767 IN-PLACE DENSITY TEST RES UL TS CLIENT: CITY OF COLLEGE STATION SJB PROJECT NO.: 020032 PROJECT: Pebble Creek, Phase 9A LOCATION: Sycamore Hills DATE 04109102 04109102 COMPACTION EFFORT Tex-113-E NOTE : TEST LOCATION Station 7 +00 Station 10+00 6" depth tested. OPTIMUM MOISTURE CONTENT 9 .6 % MOISTURE CONTENT (%) 9 .2 9.0 MAXIMUM DRY DENSITY 130 .8 pcf DRY DENSITY PERCENT MATERIAL COMPACTION TYPE (pct) 125.2 95 .7 A 126 .3 96 .6 A MATERIAL TYPE (A) Cement treated base IE /. - , SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 N. Sims, 77803 /P.O . Box 672, 77806 / (979) 822-3767 SOIL-CEMENT TEST REPORT TEX-120-E CLIENT: CITY OF COLLEGE STATION SJB PROJECT NO: PROJECT: Pebble Creek, Phase 9A METHOD OF COMPACTION: Tex-113-E MATERIAL: Cement treated base OPTIMUM MOISTURE CONTENT: 9.6% -MAXIMUM DRY DENSITY: 130 .8 Lb./Cu.Ft. LOCATION: Crooked Stick Drive and Sycamore Hills Intersection LAB NO. DATE DATE AGE DRY DENSITY COMPRESSIVE MOLDED TESTED (DAYS) (PCF) STRENGTH PSI lA 04/02/02 04/09/02 7 125.4 278 lB 04/02/02 04/30/02 28 128 .6 ' 020032 %MOISTURE AT MOLDING ATTESTING 6 .7 6 .0 6.7 REMARKS: Cement content not known SPENCER J. BUCHANAN ASSOCIATES, INC. D D D D D D D D [81 SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechnical • Materia ls • Civil Design • Consulting Bryan , Texas 206 North Sims Street , 77803/P .O. Box 672 , 77806/(979) 822 -3767 Letter of Transmittal TO : MR VERNON WRIGHT CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 7784 2-0960 PROJECT: Pebble Creek Phase 9A SJB Project No. 020032 Pl fi d th f 11 . 't d . d ' t d ease in e o ow1nq 1 ems enc ose as 1n 1ca e : ITEM IN -PLACE DENSITY TEST RESULTS IN -PLACE DENSITY LOCATION PLAN CONCRETE REPORT SUMMARY OF LABORATORY TEST DATA OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STIFFNESS DETERMINATION Signed : _fL_c~h~t~-~_-e_· /}(~· _L!c._1_t_.11_C_L&"_· ___ _ Rebecca Garcia REMARKS : cc : April 17, 2002 COPIES 1 PAGES 1 DATED 4/10 /02 ----------~------------------........ SPENCER J. BUCHANAN ASSOCIATES, INC. Consuting Engineers Bryan , Texas 205 North Sims Street , 77803 I P .O . Box 672 , 77806 (979) 822-3767 STIFFNESS DETERMINATION CLIENT: CITY OF COLLEGE STAT ION PROJECT: Pebble Creek , Phase 9A STIFFNESS AFTER INITIAL STIFFNESS AFTER CURING PERIOD TEST LOCATION MICROCRACKING NO. (Days) (Roller Passes) 1 2 3 1 2 3 Sycamore Hills *37 .80 17 .22 1 Stat ion 7 +00 I Averaqe Sycamore Hills 72 .15 38.40 2 Station 10+00 72 .31 I Averaqe *72 .23 3 I Averaqe 4 I Averaqe 5 I Averaqe NOTE: All measured values in MN/m . Stiffness measurements made w ith Humboldt So il Stiffness/Modulus Gauge , Model H-41 4 0 ,, .. SJB PROJECT NO.: 020032 DATE: Apri l 10 , 2002 40% REDUCTION IN REMARKS STIFFNESS 4 22 .68 *not in the specification range of 50-60 MN/m 43 .34 *not in the specification range of 50-60 MN/m ~~LPL /£_ / ·j ~ ~ -~I ,,. SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P.O. Box 672, 77806/(979) 822-3767 Letter of Transmittal TO: MR VERNON WRIGHT D D D [8J D D D D D CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebble Creek Subdivision, Phase 9A SJB Project No. 020032 Pl fi d th f II . "t d . d" t d ease 1n e o owing 1 ems enc ose as 1n 1ca e : ITEM IN-PLACE DENSITY TEST RESULTS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT THICKNESS TESTS OF ASPHAL TIC CONCRETE PAVEMENT CORES OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STIFFNESS DETERMINATION Signed: f2-tYJ2l' 1\i J<t<,oc)_K Rebecca Garcia REMARKS: cc: April 24, 2002 COPIES PAGES 1 2 DATED 4/18/02 CLIENT : SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan , Texas 206 North Sims , 77803/P.O . Box 672 , 77806/(979) 822-3767 THICKNESS TEST RESULTS OF ASPHALTIC CONCRETE PAVEMENT CORES CITY OF COLLEGE STATION SJB PROJECT NO .: 020032 PROJECT: Pebble Creek Subdivision , Phase 9A DATE CORED 04/18/02 04/18/02 04/18/02 04/18/02 04/18/02 04/18/02 04/18/02 04/18/02 DATE PAVED 4/15/02 TEST LOCATION St 6odrews Station 7+00, right of centerline Station 9+00, left of centerline Coogressiooal Drive Station 2+00, right of centerline Station 5+00 , left of centerline Station 8+00, right of centerline Station 11 +00, left of centerline Plum Hollow Drive Station 7+00, right of centerline Station 9+00, left of centerline THEORETICAL MAX SPECIFIC GRAVITY 2.413 NOTE: Thickn ess determination only . THICKNESS (IN) 1.9 2.4 2 .1 1.6 1.8 1.5 1.7 1.8 THEORETICAL MAX DENSITY 150.6 pcf Page 1of2 DENSITY PERCENT MATERIAL (pcf) COMPACTION TYPE ------A ------A ------A ------A ------A ------A ------A ----·--A MATERIAL TYPE (A) HMAC fine graded surface course /£. CLIENT: SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 North Sims , 77803/P.O . Box 672, 77806/(979) 822-3767 THICKNESS TEST RESULTS OF ASPHALTIC CONCRETE PAVEMENT CORES CITY OF COLLEGE STATION SJB PROJECT NO .: 020032 PROJECT: Pebble Creek Subdivision, Phase 9A DATE CORED 04/18/02 04/18/02 04/18/02 04/18/02 04/18/02 04/18/02 DATE PAVED 4/15/02 NOTE: TEST LOCATION Pine Valley Drive Station 10+00, right of centerline Station 12+00, left of centerline Station 14+00, right of centerlin e Sycamore Hills Drive Station 7+00 , right of centerline Station 10+00, left of centerline Station 13+00, right of centerline THEORETICAL MAX SPECIFIC GRAVITY 2.413 Thickness determination only . THICKNESS (IN) 1.8 1.4 1.6 1.8 1.8 1.2 THEORETICAL MAX DENSITY 150.6 pcf Page 2 of 2 DENSITY PERCENT MATERIAL (pcf) COMPACTION TYPE ------A ------A ------A ------A ------A ------A MATERIAL TYPE (A) HMAC fine graded surface course Pebble Creek 9A Punch List 4118;()2 l. Con strnct 6' widP sidewalk on Sycamore Hills w/ramps 2. Con struct 6' widP sidewalk on St. Andrews w/ra mps 3. Con stru ct '.i'{idP sidPwall{ on Congrrss ional Drive w/ramps 4. Con stru ct 6' ~widP sidewalk on Plum Hollow 5. Con strnct 6' widP sidpwa,ll{ on Pine Vallry 6. Construct Jr{~dP sidrwall{ on G1·ook Pd Stirk 7. Con struct outfall channpl from Sycamorr I-Iills cnl-d P-sac Sonth--sPP ShPPt #13 8. Constru ct h eadwalls and rip-rap--srr S h rrt #13 9. Con stru ct outfall channPl from Congrrss ional Drive South--sf\e ShrPt #14 10. Install silt frnrf\ and rock brrm--sr r Slwet #2 8 11. Install inlrt protection on all inlrts 12. Grade barkslopes brhind cnrbs 13. Locat.r and mark ill water and srwrr srrvirrs 14. Adjust fire h ydrants to gradr and turn towards street 15. Ad jnst water valvrs to gradr 16. Adjust manJ10lrs to gradP 17. Install blowoffs in do n blP metf\r boxrs 18. Install bra s plngs in all blowoffs 19. Seal all expansion joints 20. Install correct lids on ill inlrts, j u nction boxf\s, and m a nlioles 21. Clean drbris ou t of all inlrts 22. Open all water valv es 23 . General cleanup 9Z -fl rvrrat13f? J?f!(Jlf;(lo;; t 'R I f 0 7 4 ,/ J _:; "' ~d .., • >r .,, ., J9 ,, r~w Wf77d ¥ ~1 s '/ I (Y9 •I ·- , ®1 • meado\•Js phase 1 ~ Hst ==---Tf34iJ21"J JI f.)install inlet protection on all inlets )l.--J .)grade backslopes behind curbs 13 ~.)locate and mark all water and sewer services /.f,~)adjust fire hydrants to grade and turn towards street IS'-' .J.)adjust water valves to grade /& ..,-.)adjust manholes to grade 17 ~-)installblowoffs in double meter boxes J@ •. )install brass plugs in all blowoffs f1 ~)seal all expansion joints 2..P W .)install correct lids on all inlets ,junction boxes , and manholes 2..-I 1?1 . )clean debris out of all inlet~ Z-2-~.)open all water valves 2.-2:> YB . )general cleanup Pebble Creek 9A Punch List 4118-02 1. Constrnrt 6' widf' sidPwa]J{ on Syra.morr flills w/:ra.mps 2. Construct 6' widf' sidPwa.lk on St. Andrews w/r1u11ps 3. Construrt 5' wide sidewa,]J{ on Congressional Drive w /ramps 4. Const:rnct 6' wide sidewaTh on Plnm flollow 5. Constrnrt 6' ~wide sidewall{ on Pine V allry 6. Constrnrt 5' ~widr sidewaU{ on Crooked Stirk 7. Const:rnrt ontfa.11 channel from Sycamore Hills rul-de-sal' South--see Slwet #13 8. Construct headwalls and :rip-rap--see Sheet #13 9. Construct outfall channel from Congressional Drive South--see Sheet #14 10. Install silt fence and rock berm--see Sheet #28 11. Install inlet protection on all inlets 12. Grade bar kslopes behind curbs 13. Locate and mark a.11 watf'r and sewer servic('S 14. Adjust fire hydrants to grctde and turn towards str('et 15. Ad j nst watf'r vctl ves to grade 16. Adj u st rnanJ10les to grnd(' 17. Install blowoff s in don ble nwt<:'r box('s 18. Install bra s plugs in all blowoffs 19. S('Hl all expansion joints 20. Install COIT('ct lids on <tll inlets, junction boxes, and manholes 21. Clean debris out of <tll inlets 22 . Open <tll water valves 23. G('nernl c]('anup 4 'I D D D [8] D D D D D SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan , Texas 206 North Sims Street, 77803 /P.O . Bo x 672 , 77806/(979) 822-3767 Letter of Transmittal TO: MR VERNON WRIGHT CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebb le Creek Phase 9A SJB Project No. 020032 Pl f d th f II . "t d . d" t d ease in e o owing 1 ems enc ose as in 1ca e : ITEM IN-PLACE DENSITY TEST RESULTS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT ASPHAL TIC CONCRETE TEST REPORT OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STIFFNESS DETERMINATION Rebecca Garcia REMARKS : cc: April 19, 2002 COPIES 1 PAGES 1 DATED 4/17/02 SPENCER J. BUCHANAN ASSOCIAT ES, I NC. Co nsulting Engineers 206 N. Sims, 77803/P.O. Box 672, 7 7806, Brya n, Texas (979) 822 -3767 ASPHALTIC C O NCRETE TEST REPO RT CLIENT: PROJECT: CITY OF COLLEGE ST A TION Pebble Creek, Phase 9A SJ B PROJECT NO . DATE : CONTRACTOR: Young Materials SAMPLE DESCRIPTION: HMAC Type "D", YB0014 ORIGIN OF SAMPLE: Young Materials Plant, Highway 21 West SAMPLE DA TE: April 15, 2002 LOCATION: Sycamore Hills Drive, Station 12+00 SIEVE SIZE SAMPLE ID JMF TOLERANCE PERCENTAGES % Passing 112" 100 100 98-100 % Passing 3/8" 96.5 98.1 93 .1-100 % Passing No. 4 65 .8 62 .9 57.9-67.9 % Passing No. 10 37.8 36 .4 31.4-41.4 % Passing No. 40 *13.9 18.8 15.8-21.8 % Passing No. 80 6.0 9.0 6 .0-12.0 % Passing No. 200 4 .0 6.0 1-6 Asphalt(%) *4 .9 5.7 5.2-6.2 Hveem Stability(%) 60.6 -------- Laboratory Density (pct) 143.7 -------- Maximum Density (pct) 150.6 -------- Laboratory Density(%) 95.4 96.0 94.5-97 .5 *Does not meet specifications SUBMITIED BY 020032 April 17, 2002 SPECIFICATIONS 100 85-100 50-70 32-42 11-26 4-14 1-6 ---- Min35 ---- ---- 96.0 SPENCERJ. BUCHANAN ASSOCIATES, IN< SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P.O . Box 672, 77806/(979) 822-3767 Letter of Transmittal TO : MR VERNON WRIGHT D D D D D D D D [81 CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebble Creek Phase 9A SJB Project No. 020032 Pl fi d th f 11 . "t d . d" t d ease in e o owing 1 ems enc ose as in 1ca e : ITEM IN-PLACE DENSITY TEST RESULTS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT SUMMARY OF LABO RA TORY TEST DATA OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STIFFNESS DETERMINATION Signed: _fUJJ-=---=-l~-~-~--rd ___ _ Rebecca Garcia REMARKS : cc: April 17, 2002 COPIES PAGES 1 1 DATED 4/10/02 SPENCER J. BUCHANAN ASSOCIATES, INC. Consuting Engineers Bryan, Texas 205 North Sims Street , 77803 I P.O. Box 672 , 77806 (979) 822-3767 STIFFNESS DETERMINATION CLIENT : CITY OF C O LLEGE ST A TION PROJECT: Pebbl e Cree k, Phase 9A STIFFNESS AFTER INITIAL STIFFNESS AFTER TEST LOCATION CURING PERIOD MICROCRACKI NG NO. (Days) (Roller Passes) 1 2 3 1 2 3 Sycamore Hills *37 .80 17.22 1 Station 7 +00 I Average Sycamore Hills 72 .15 38.40 2 Station 10+00 72 .31 I Average *72 .23 3 I Averaqe 4 I Averaqe 5 I Average NOTE: All measured values in MN /m . Stiffness measurements made with Humboldt Soil Stiffness/Modulus Gauge , Model H-4140 SJB PROJECT NO.: 020032 DA TE: April 10, 2002 40% REDUCTION IN REMARKS STIFFNESS 4 22.68 *not in the specification range of 50-60 M N/m 43 .34 *not in the specification range of 50-60 MN/m IJ::j ~ .t,:L, ~£_ .. - SPENCERJ.BUCHANAN Consulting En Geotechnical • Materials • Civ Bryan , Tex 206 North Sims Street, 77803/P .O . Bo ASSOCIATES, INC. gineers 11 Design • Consulting as x 672 , 77806/(979) 822 -3767 Letter of Tran smittal TO : MR VERNON WRIGHT CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-096 PROJECT: Pebble Creek Phase 9A SJB Project No . 020032 Please find the followin items enclosed as indicated: ITEM [8J IN-PLACE DENSITY TEST RESULTS 0 IN-PLACE DENSITY LOCATION PLAN 0 CONCRETE REPORT 0 SUMMARY OF LABORATORY TEST DATA 0 OPTIMUM MOISTURE/DENSITY RELATIONSHIP [8J SOIL CEMENT TEST REPORT TEX-120-E 0 0 DENSITY TEST OF ASPHAL TIC CONCRETE CORE s 0 LIME TREATED SUBGRADE DEPTH TEST 0 STIFFNESS DETERMINATION Rebecca Garcia REMARKS: cc : April 12 , 2002 COPIES PAGES 1 1 1 1 - : : .. DATED ' ' 4/9/02 4/9/02 SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 North S i ms , 77803/P .O . Box 672, 77806/(979) 822-3767 IN-PLACE DENSITY TEST RESULTS CLIENT: CITY OF COLLEGE STATION SJB PROJECT NO .: 020032 PROJECT: Pebble Creek, Phase 9A LOCATION: Sycamore Hills DATE 04/09/02 04/09/02 COMPACTION EFFORT Tex-113-E NOTE: TEST LOCATION Station 7 +00 Station 10+00 6" depth tested . OPTIMUM MOISTURE CONTENT 9.6 % MOISTURE CONTENT (%) 9 .2 9 .0 MAXIMUM DRY DENSITY 130 .8 pcf DRY DENSITY PERCENT MATERIAL COMPACTION TYPE (pct) 125 .2 95.7 A 126 .3 96 .6 A MATERIAL TYPE (A) Cement trea ted base IE /. - • SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan , Texas 206 N. Sims, 77803 /P.O. Bo x 672, 77806 / (979) 822-3767 SOIL-CEMENT TEST REPORT TEX-120-E CLIENT: CITY OF COLLEGE STATION SJB PROJECT NO: PROJECT: Pebble Creek, Phase 9A METHOD OF COMPACTION: Tex-113-E MA TE RIAL: Cement treat ed base OPTIMUM MOISTURE CONTENT: 9 .6% -MAXIMUM DRY DENSITY: 130 .8 Lb./Cu.Ft. LOCATION: Crooked Stick Drive and Sycamore Hills Intersection LAB NO. DATE DATE AGE DRY DENSITY COMPRESSIVE MOLDED TESTED (DAYS) (PCF) STRENGTH PSI IA 04/02/02 04/09/02 7 125.4 278 lB 04/02/02 04/30/02 28 128 .6 020032 %MOISTURE AT MOLDING ATTESTING 6.7 6.0 6.7 REMARKS: Cement content not known SPENCER J. BUCHANAN ASSOCIATES, INC. SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P .O. Box 672, 77806/(979) 822-3767 Letter of Transmittal TO : MR VERNON WRIGHT ~ D D D D D D D ~ CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebble Creek Phase 9A SJB Project No . 020032 fidh fll . d . d" t d Please 1n t e o owing items enc ose as in 1ca e : ITEM IN-PLACE DENSITY TEST RESULTS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT SUMMARY OF LABORATORY TEST DATA OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STIFFNESS DETERMINATION Signed: ___,RJ)---=-n--=Md~-==----_.._~~..!.>..LCd___.· _,___ __ _ Rebecca Garcia REMARKS: cc: April 11, 2002 COPIES PAGES 1 1 1 1 DATED 4/5/02 4/5/02 CLIENT: SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 North Sims , 77803 /P.O . Box 672, 77806/(979) 822-3767 IN-PLACE DENSITY TEST RES UL TS CITY OF COLLEGE STATION SJB PROJECT NO.: 020032 PROJECT: Pebble Creek , Phase 9A LOCATION: Congressional Drive DATE 04/05/02 COMPACTION EFFORT Tex-113-E NOTE: TEST LOCATION Station 9+00, left of centerline 6" depth tested . OPTIMUM MOISTURE CONTENT 9 .6% . MOISTURE CONTENT (%) 10.2 MAXIMUM DRY DENSITY 130 .8 pcf DRY DENSITY PERCENT MATERIAL COMPACTION TYPE Ioctl 121.1 92.6 A MATERIAL TYPE (A) Cement treated base SPENCER J. BUCHANAN ASSOCIATES, INC. Consuting Engineers Bryan , Texas 205 North Sims Street, 77803 I P.O . Box 672 , 77806 (979) 822-3767 STIFFNESS DETERMINATION CLIENT: CITY OF COLLEGE STATION PROJECT: Pebble Creek , Phase 9A STIFFNESS AFTER INITIAL STIFFNESS AFTER CURING PERIOD TEST LOCATION MICROCRACKING NO. (Days) (Roller Passes) 1 2 3 1 2 3 Plum Hollow 27 .28 22.88 13.77 1 Station 4+00 I Averaqe Congressional Drive 28.98 21.00 16 .97 2 Station 1 +50 I Average 3 I Averaqe 4 I Average 5 I Averaqe NOTE: All measured values in MN/m . Stiffness measurements made with Humboldt So il St iffness/Modulus Gauge , Model H-4140 SJB PROJECT NO.: 020032 DATE: April 5, 2002 40% REDUCTION IN REMARKS STIFFNESS 4 16 .37 17 .39 r -------SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P .O . Box 672, 77806/(979) 822-3767 Letter of Transmittal TO: MR VERNON WRIGHT [81 D D D D D D D [81 CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebble Creek Phase 9A SJB Project No . 020032 fi f d Please ind the ollowinQ items enc osed as indicate : ITEM IN-PLACE DENSITY TEST RESULTS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT SUMMARY OF LABORATORY TEST DATA OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STIFFNESS DETERMINATION Signed: _Q,c_=-:.-~--=-----=-oi""'---"-J!J»l_L..:::._Ji~· __ _ Rebecca Garcia REMARKS: cc: April 9, 2002 COPIES PAGES 1 2 1 1 DATED 4/2 + 414102 4/3/02 r CLIENT: SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 North Sims , 77803/P .O . Box 672 , 77806/(979) 822-3767 IN-PLACE DENSITY TEST RES UL TS CITY OF COLLEGE STATION SJB PROJECT NO.: 020032 PROJECT: Pebble Creek , Phase 9A DATE 04/02/02 04102102 04/02/02 COMPACTION EFFORT Tex-113 -E NOTE: TEST LOCATION Intersection of Crooked Stick Drive an d Sycamore Hills St. Andrews Street Station 8+50, Elum l:::lollow Station 9+00, centerline left of centerli ne OPTIMUM MOISTURE CONTENT 9 .6% 6 " depth tested. MOISTURE CONTENT (%) 10 .7 10 .8 11 .5 MAXIMUM DRY DENSITY 130 .8pcf DRY DENSITY PERCENT MATERIAL COMPACTION TYPE (pcO 120.7 92.3 A 116.9 89.4 A 116.0 88 .7 A MATERIAL TYPE (A) Cement treated base , CLIENT: SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 North Sims, 77803/P .O . Box 672 , 77806/(979) 822-3767 IN-PLACE DENSITY TEST RES UL TS CITY OF COLLEGE STATION SJB PROJECT NO.: 020032 PROJECT: Pebble Creek, Phase 9A DATE 04/04/02 04/04/02 04/04/02 COMPACTION EFFORT Tex-113-E NOTE: TEST LOCATION Pine Valley Drive Station 11 +00, right of centerline Station 13+00, left of centerline Congressional Drive Station 1 +50, right of centerline 6" depth tested . OPTIMUM MOISTURE CONTENT 9 .6% MOISTURE CONTENT (%) 10 .1 9.9 10 .9 MAXIMUM DRY DENSITY 130 .8 pct DRY DENSITY PERCENT MATERIAL COMPACTION TYPE (pcf) 118.5 90 .6 A 118.8 90 .8 A 126.8 96 .9 A MATERIAL TYPE (A) Cement treated base • SPENCER J. BUCHANAN ASSOCIATES, INC. Consuting Engineers Bryan , Texas 205 North Sims Street , 77803 I P.O . Box 672 , 77806 (979) 822-3767 STIFFNESS DETERMINATION CLIENT: CITY OF COLLEGE STATION PROJECT: Pebble Creek , Phase 9A STIFFNESS AFTER INI TIAL STIFFNE SS AFT ER TEST LOCATION CURING P E RIOD MICROC RACKING NO. (Days) (Roller Passes) 1 2 3 1 2 3 St. Andrews Street and 43 .56 23.91 1 Congressional Court I Average Plum Hollow 43 .39 22 .15 2 Station 9+00 I Averaqe Crooked Stick Drive and 44 .29 26 .15 3 Sycamore Hills I Average 4 I Average 5 I Averaqe NOTE: All measured values in MN/m . Stiffness measurements made w ith Humboldt Soil St iffness/Modulus Gauge , Model H-4140 SJ B PR OJECT NO.: 020032 DATE: April 3 , 2002 40% REDUCTION IN REMARKS STIFFNESS 4 26 .14 26 .03 26 .57 April 4, 2002 CTty of CDllege Station Attention: Natalie Ruise Post Office Box 9960 1101 Texas Avenue CDilege Station, TX 77842-9960 Dear Ms. Ruise, Enclosed with this letter are the completion forms for Pebble Oeek Phase 9 A With these forms, we ask that the necessary inspections begin to be scheduled. Thank you in advance for your assistance. If you have any questions please feel free to give me a call at 690-0992. Sincerely, Pebble Oeek Development CDmpany Bobby Mauldin Enc. VEVELOPMENT SVCS !41001 LETTER OF COMPLETION CITY ENGINEER DATE:k _2toz CITY OF COLLEGE STATION COLLEGE STATION, TEXAS Dear Sir: The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under city inspection and completed according to plans and specifications as approved and required by the City of College Station, Texas. This approval and acceptance by the City is requested in order that we may finalize any sub-contracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above referenced project. Ti one ~ear warranty is UH. ·u"{.fro~ idiCafuA by signatures below. WORK COMPLETED Utility Representative (s) ACCEPTANCE & APPROVAL City Engineer f'l:"l.10 11219'2 d( hereby affirmed and agreed to by and by their sub-contractors as OWner: ~~ JJ~ Address: t/:f!Jf) ltrd6'Lt;;" ~~y/l-..; J ~r:..u~~-li'b.~~~71~ ovth.c,~"'.S oL 67c/-- ~Li{ 77:?of UEVELUPM ENT SV C S LETTER OF COMPLETION CITY ENGINEER CITY OF COLLEGE STATION COLLEGE STATION, TEXAS @001 RE: COMPLETION OF /l6Jk W«i ,,,4.SC 9(11 Dear Sir: The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under city inspection and completed according to plans and specifications as approved and required by the City of College Station, Texas. This approval and acceptance by the City 1s requested in order that we may finalize any sub-contracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above referenced project. indicat'ed by signatures below. WORK COMPLETED .SOGWAt.-lc S rn.10 11219'2 d( hereby affirmed and agreed to by and by their sub-contractors as Owner:_~if~k~'L4PA-t•.,,..- Address: t/-roa f'e~/J~tr~ J',&;1 C-z..~.e-6€ ..:s;-M7d,.,J ~ 77 §~ Contractor: b/J.11 ~ru.,/ou.r Address: /O ~J/ 6 JIJ- &y~1t, "/( 17f()f, I uc.v~LUPMENT SVCS LETTER OF COMPLETION CITY ENGINEER CITY OF COLLEGE STATION COLLEGE STATION, TEXAS Dear Sir: The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under city inspection and completed according to plans and specifications as approved and required by the City of College Station, Texas. This approval and acceptance by the City ts requested in order that we may finalize any sub-contracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above referenced project. E &APPROVAL rn.1011219'2 d( hereby affinned and agreed to by and by their sub-contractors as !ill 001 UJ:'.Vl:'.L OPMENT SVC S LETTER OF COMPLETION CITY ENGINEER CITY OF COLLEGE STATION COLLEGE STATION, TEXAS Dear Sir: DATE: .lfp,,,z_ / ~-z_ The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under city inspection and completed according to plans and specifications as approved and required by the City of College Station, Texas. This approval and acceptance by the City 1.s requested in order that we may finalize any sub-contracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above referenced project. T~ one ~ar / warranty is ~ct~ ~ ,y~-..s WORK COMPLETED ..;s?orH£ lk.1~rc7c. ty Representative (s) l"l:"/.IOll 2/92d( hereby affirmed and agreed to by and by their sub-contractors as OWner/f ///k-?e<l b6Upf.-.T Address: ~JkJ ~l.F t:LtWk.../i7 ~..&a~ t p. 77fttr Contractor: ( ou,~1 (o"~ Address: ;;'-5/t. 674- f'3Y7a~, 1J. ?7~D6 141001 u crn LUPMENT SVC S LETTER OF COMPLETION CITY ENGINEER CITY OF COLLEGE STATION COLLEGE STATION, TEXAS Dear Sir: DATE:kR/~ ~~ _ RE: COMPLETION OF~~ ~~914- The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under city inspection and completed according to plans and specifications as approved and required by the City of College Station, Texas. This approval arid acceptance by the City is requested in order that we may finalize any sub-contracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above referenced project. indica1! Cl by signatures below. WORK COMPLETED .:5;RQi'l:s hereby affirmed and agreed to by and by their sub-contractors as ~001 OWner: ~~/.~ l,er;111~ D~M~ Address: ~ Pti7~~f*.,,,, ... ;. {;'4'1& ~I T'Jf 77BVC- Contractor: J:,a"J ~ .. ~..._.r Address: ~o /.3"" '1 74- ~4"', ~ 778D~ From: To: Date: Subject: Carl Fischer Dwight Butler 416102 2 :13PM PEBBLE CREEK IX A Manhole inspections , and ma in line TVI are complete . All looks good . These lines are ready to go . CC: Vern Wright From: To: Date: Subject: Rob Werley Vern Wright 4/3/02 9 :31AM Pebble Creek Ph . 9A The bac t's for the above mentioned project have been received . The results are as follows : 2" BO on Congressional St., North end -coliform not found 2" BO on Sycamore Hills -coliform not found 2" BO on Congressional St., South end -coliform not found These lines may be placed into service with existing water lines . any questions let me know . Rob Werley College Station Utilities Water/Wastewater Division Environmental Technician Backflow Prevention and Cross -Connection Control (979) 764-3662 (979) 229-9405 rwerley@ci . college-station . tx . us CC: Bob Mosley; Charles Willis ; Diane Broadhurst; Dwight Butler; Edwin Savage ; Frank Simoneaux ; Jeffrey Speed ; Joe Garcia CITY OF COi .I .EGE STATION Post Office Box 9960 1101 Texas Avenue March 5, 2002 Mr. George E . Walker, Jr., P .E. The Wallace Group, Inc . P .O . Box 22007 Waco, Texas 76702 College Station. Texas 77842-0960 (409) 764-3500 Re : Use of Cement Stabilized Base Dear Mr. Walker : I am in receipt of your request dated March 1st to utilize Cement Stabilized Base on ··Pebble Creek Phase 9A in lieu of the specified flexible base material. It is acceptable to utilize Cement Stabilized Base provided the material and installation are in conformity · with City of College Station Specification 203A dated 1/25/02 . One provision of the specification requires the Contractor to seal any pavement surface cracks that may occur during the first year following completion . This authorization is granted on a project specific basis with the recommendation of the "engineer of record". The performance of the pavement and any excessive surface cracking will continue to be monitored to determine the continuing future use of cement stabilized base . ~·~ Robert W . Mosley, P .E. City Engineer cc : 4em Wright, Engineering Technician Spencer Thompson , Graduate Engineer CITY OF COLLEGE ST A TION PO BOX 9973 COLLEGE STATION, TX 77842-0960 P .O . No . CONTRACT Un it Description 2/12/02 Project: VERNON WRIGHT PEBBLE CREEK PHASE9A Terms Net 30 2 STANDARD OPTIM UM MOISTURE DENSITY CURVE, METHOD A 2 A TTERBERG LIMITS (ASTM D 4318) 2 pH DETERMINATION OF SOIULIME MIXTURE 2 GRADATION OF SOIULIME MIXTURE I ENGINEERJNG TECHNICIAN, PER HO UR Invoice Date Invoice# 2/22/2002 20209 Due Date Project No .: 3/24/2002 030032 Rate Amount 100 .00 21.00 9.00 25 .00 29.50 R ti':"··" -. V E D f="::·a ? 6 2002 . . ) :, 'f"' ... -~· ·-· _ _,_... ---.. !~L 200.00 ...... " 42 .00 18.00 50.00 29.50 Thank you for your business. Invoice Total $339.50 A late charge of 1.5 % per month ( 18 % per annum) will be a ppli ed to all acco unts over 90 days . BUCHANAN/SOIL MECHANICS, INC. Consulting En~ineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P.O. Box 672, 77806/(979) 822-3767 Letter of Transmittal TO: MR VERNON WRIGHT D D D D [8J D D D D CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebble Creek Phase 9A B/SMI Project No. 020032 fi f II . d Pease ind the o owmQ items enc osed as indicate : ITEM IN-PLACE DENSITY TEST RESULTS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT SUMMARY OF LABORATORY TEST DA TA OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST CRUSHED STONE BASE DEPTH TEST Signed : ~12~U~G_.f_,_~/-C/~~~-Li_!-X_t_·'1_CL_/~--- Rebecca Garcia REMARKS: cc : February 14, 2002 COPIES PAGES 1 2 DATED 2/12/02 .. CLIENT: PROJECT: SPENCER J. BUCHANAN ASSOCIATES, INC Consulting Engineers Bryan, Texas 206 North Sims Street, 77803/P .O. Box 672, 77806/(979) 822-3767 OPTIMUM MOISTURE/DENSITY RELATIONSHIP CITY OF COLLEGE STATION Pebble Creek, Phase 9A SJB PROJECT NO: 020032 DATE: February 12, 2002 COMPACTION METHOD: ASTM D 698 , Procedure A (Moist preparation , manual rammer) MATERIAL: Lime treated subgrade (pH = 12.41) OPTIMUM MOISTURE CONTENT: LL: 40 PL: 39 Pl: 28.5% 1 REMARKS: Sample obtained by SJB February 11, 2002 . Congressional Drive, Station 10+50 MAX DRY DENSITY: 87 .5 pcf FINAL MIXING : Passing 1o/." sieve 100% Passing o/." sieve 93 .6% MOISTURE/DENSITY CURVE 93.00 90 .00 E' ::J ~ 87.00 .Q -~ 'iii c: Cl> c 84 .00 ~ c 81 .00 78 .00 22 .00 / ' ' / / ~ ' 25 .00 28 .00 31 .00 34 .00 Moisture Content (% dry weight) -oMOCurve -- - -·Zero Alr Voids Curve (Assume S.G. = 2.65 ) CLIENT: PROJECT: SPENCER J. BUCHANAN ASSOCIATES, INC Consulting Engineers Bryan, Texas 206 North Sims Street, 77803/P.O. Box 672, 77806/(979) 822-3767 OPTIMUM MOISTURE/DENSITY RELATIONSHIP CITY OF COLLEGE STATION Pebble Creek, Phase 9A SJB PROJECT NO: 020032 DATE: February 12, 2002 COMPACTION METHOD: ASTM D 698 , Procedure A (Moist preparation, manual rammer) MATERIAL: Lime treated subgrade (pH = 12.42) OPTIMUM MOISTURE CONTENT: LL: 43 PL: 41 Pl: 26 .5% 2 REMARKS: Sample obtained by SJB February 11 , 2002 . Sycamore Hills Drive , Station 18+00 MAX DRY DENSITY: 88 .5 pcf FINAL MIXING: Passing 1o/." sieve 100% Passing o/." sieve 94 .9% MOISTURE/DENSITY CURVE 96 .00 93 .00 E' 90 .00 :::I CJ -.c -~ 87 .00 UI c: Cl) 0 ~ 0 84 .00 81 .00 78 .00 19 .00 22 .00 ' V" --......... "-/ / ~ ' 25 .00 28 .00 31 .00 34 .00 Moisture Content (% dry weight) -oMDCurve - ---·Zero Air Void s Curve (Assume S.G. = 2.65 ) SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Geotechn ical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P .O . Bo x 672 , 77806/(979) 822-3767 Letter of Transmittal TO : MR VERNON WRIGHT ~ D D D D D D D D CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebble Creek Phase 9A SJB Project No. 020032 Pl fi d th f II . 't d . d " t d ease in e o ow1nq 1 ems enc ose as 1n 1ca e : ITEM IN-PLACE DENSITY TEST RESULTS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT SUMMARY OF LABORATORY TEST DATA OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST CRUSHEDSTONEBASEDEPTHTEST S igned : -----'-"fl~t tut'--'· ~/e~~--"J __ 1U;___;;.__.=..~--- Rebecca Garcia REMARKS : cc: March 15, 2002 COPIES PAGES 1 1 DATED 3/11/02 CLIENT: SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 North Sims , 77803/P .0. Box 672, 77806/(979) 822-3767 IN-PLACE DENSITY TEST RESULTS CITY OF COLLEGE STATION SJB PROJECT NO.: 020032 PROJECT: Pebble Creek, Phase 9A MOISTURE DRY DATE TEST LOCATION CONTENT DENSITY PERCENT MATERIAL COMPACTION TYPE (%) (pcf) St. Andrews Street 03/11/02 Station 7+50 , centerline 31.5 84.0 96.0 A 03/11/02 Station 9+00, left of centerline 28.3 88.1 100+ A Elum l:lollow 03/11/02 Station 8+00 , right of centerline 27.8 90 .9 100+ B Eiae ~alle¥ 03/11/02 Station 12+00, left of centerline 29.3 89.1 100+ B 03/11/02 Station 14+50, centerline 25 .0 91.2 100+ B Crooked nail 03/11/02 Station 1+25, right of centerline 25.9 89.0 100+ B OPTIMUM COMPACTION MOISTURE MAXIMUM EFFORT CONTENT DRY DENSITY MATERIAL TYPE ASTM D 698 28 .5% 87 .5 pcf (A) Lime treated subgrade ASTM 0698 26 .5% 88 .5 pcf (B) Lime treated subgrade NOTE : 6" depth tested. I I Spencer J. Buchanan Associates, Inc._ Post Office Box 672 Bryan, TX 77806-0672 1 Bill To CITY OF COLLEGE ST A TION PO BOX 9973 COLLEGE STATION , TX 77842-0960 P .O . No . CONTRACT Un it Description 2/15/02 ~roie_c_t: ___ _ VERNON WRIGHT PEBBLE CREEK PHASE9A Terms Net 30 Due Date 417/2002 Rate Invoice Date Invoice# 3/8/2002 20237 Project No .: 020032 A mount /'· '· 3 IN-PLACE NUCLEAR DENSITY GAUGE METHOD _-"' 2r.~o·,, 64.50 I ENGINEER I NG TECHNICIAN, PER HOUR :3/-iP) 'v CJ(..' .jvY ,/ Thank you for your business. A late charge of 1.5% per month ( 18 % per annum ) will be applied to all accounts over 90 day s. _,,/ 29.50 . 29 .50 <.. ·-"' ~ 't,l.-."' ·." ' ',{) / ' \. '-<~. \ I>' i '· ~ ,, , '( <-b, ·, . ·· ...... ~ "--/ ' -~ / , .. , /' '.) / ~ o.'".;/ Invoice Total $94.00 [8J D D D D D D D D SPENCER J. BUCHANAN ASSOCIATES, INC . Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P.O. Box 672, 77806/(979) 822-3767 Letter of Transmittal TO : MR VERNON WRIGHT C ITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebble Creek Phase 9A SJB Project No . 020032 Pl fi d th f II . 't d . d ' t d ease in e o ow1nq 1 ems enc ose as in 1ca e : ITEM IN-PLACE DENSITY TEST RESULTS IN -PLACE DENSITY LOCATION PLAN CONCRETE REPORT SUMMARY OF LABORATORY TEST DATA OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST CRUSHEDSTONEBASEDEPTHTEST Signed: -~fl~u-~'>~R_,e_1-_,,)S~Yx~-_~_/_1.C_W_· J ___ _ Rebecca Garcia REMARKS : COPIES 1 PAGES 1 cc: February 21 , 2002 DATED 2/15/02 ' SPENCER J. BUCHANAN ASSOCIATES, INC . Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803 /P.O . Box 672 , 77806/(979) 822-3767 Letter of Transmittal TO : MR VERNON WRIGHT ~ D D D D D D D D CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT : Pebble Creek Phase 9A SJB Project No. 020032 Pl fi d th f II . "t d . d" t d ease in e o owinq 1 ems enc ose as 1n 1ca e : ITEM IN-PLACE DENSITY TEST RESULTS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT SUMMARY OF LABORATORY TEST DATA OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST CRUSHED STONE BASE DEPTH TEST Rebecca Garcia REMARKS : cc : February 21, 2002 COPIES PAGES 1 1 DATED 2/15/02 SPENCER J. BUCHANAN ASSOCIATES, INC. Consulting Engineers Bryan, Texas 206 North Sims, 77803/P.O. Box 672, 77806/(979) 822-3767 IN-PLACE DENSITY TEST RESULTS CLIENT: CITY OF COLLEGE STATION SJB PROJECT NO.: 020032 PROJECT: Pebble Creek, Phase 9A DATE 02/15/02 02/15/02 02/15/02 COMPACTION EFFORT ASTM 0698 NOTE: TEST LOCATION Sycamore Hills Drive Station 12+29, centerline Congressional Dirve Station 11 +00, left of centerline Station 13+00, right of centerline 6" depth tested . OPTIMUM MOISTURE CONTENT 26.5% MOISTURE CONTENT (%) 25.3 24 .6 24 .3 MAXIMUM DRY DENSITY 88 .5 pcf DRY DENSITY PERCENT MATERIAL COMPACTION TYPE (pcf) 89 .7 100+ A 92 .8 100+ A 92.5 100 + A MATERIAL TYPE (A) Lime treated subgrade f -• BUCHANAN/SOIL MECHANICS, INC. Consulting Engineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P.O. Box 672, 77806/(979) 822-3767 Letter of Transmittal TO: MR VERNON WRIGHT D D D D ~ D D D D CITY OF COLLEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebble Creek Phase 9A B/SMI Project No. 020032 Pl fi d h f II . 't d . d' t d ease in t e o owing 1 ems enc ose as 1n 1ca e : ITEM IN-PLACE DENSITY TEST RESULTS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT SUMMARY OF LABORATORY TEST DATA OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST CRUSHED STONE BASE DEPTH TEST Rebecca Garcia REMARKS: cc: February 14, 2002 COPIES PAGES 1 2 DATED 2/12/02 CLIENT: PROJECT: SPENCER J. BUCHANAN ASSOCIATES, INC Consulting Engineers Bryan, Texas 206 North Sims Street, 77803/P.O. Box 672, 77806/(979) 822-3767 OPTIMUM MOISTURE/DENSITY RELATIONSHIP CITY OF COLLEGE STATION Pebble Creek, Phase 9A SJB PROJECT NO: 020032 DATE: February 12, 2002 COMPACTION METHOD: ASTM D 698, Procedure A (Moist preparation, manual rammer) MATERIAL: Lime treated subgrade (pH = 12.41) OPTIMUM MOISTURE CONTENT: LL: 40 PL: 39 Pl: 28.5% 1 REMARKS: Sample obtained by SJB February 11, 2002 . Congressional Drive, Station 10+50 MAX DRY DENSITY: 87.5 pct FINAL MIXING: Passing 1o/." sieve 100% Passing o/." sieve 93 .6% MOISTURE/DENSITY CURVE 93 .00 90 .00 E' ::I ~ 87 .00 .c -~ 'iii c: Cl) c 84 .00 ~ c 81.00 78 .00 22 .00 / ' ' / v ~ ' 25 .00 28 .00 31 .00 34 .00 Moisture Content (% dry weight) -oMDCurve - ---·Zero A:Jr Voids Curve (Assume S.G. = 2.65) ' .. CLIENT: PROJECT: SPENCER J. BUCHANAN ASSOCIATES, INC Consulting Engineers Bryan, Texas 206 North Sims Street, 77803/P.O. Box 672, 77806/(979) 822-3767 OPTIMUM MOISTURE/DENSITY RELATIONSHIP CITY OF COLLEGE STATION Pebble Creek, Phase 9A SJB PROJECT NO: 020032 DATE: February 12, 2002 COMPACTION METHOD: ASTM D 698, Procedure A (Moist preparation, manual rammer) MATERIAL: Lime treated subgrade (pH = 12.42) OPTIMUM MOISTURE CONTENT: LL: 43 PL: 41 Pl : 26 .5% 2 REMARKS: Sample obtained by SJB February 11, 2002. Sycamore Hills Drive, Station 18+00 MAX DRY DENSITY: 88.5 pcf FINAL MIXING: Passing 1 ~" sieve 100% Passing o/." sieve 94.9% MOISTURE/DENSITY CURVE 96.00 93 .00 E" 90 .00 :l ~ .c ~ 87.00 Ill c: QI c ~ c 84 .00 81.00 78 .00 19 .00 22.00 ' ' v---..... ~ ~ / ~~ 25 .00 28 .00 31 .00 34.00 Moisture Content(% dry weight) -OMO Curve -- --·Zero Air Vokls Curve (Assume S.G. = 2.65) i .. J A'!J .. 14 · 0 2 (SUN) 1 6 : 4 1 WALLACE GROUP 254772669 1 PAGE . 1/5 • The Wallace Group, Inc. 1 ~1~ /Jo-zv.~ V/ . , /''=' ftJ, tt~· FAX COVER SHEET ,,, Engineers• Arcl'\lllX:tu Plam8fS • surv..,.01~ DATE: 1114/02 # Of Pages Including cover Sheet: 5 SUBJECT: P•bble Ctwtlr Phue 9A FAX NUMBER: 179-764-348~ TO: City of Col/8f19 St.Uon FROM: Ryan Virden, P.E. ATTENTION: Bob Mo•t•y, P.E. PROJECT NUMBER: 12111 REMARKS: Attaohed, ple&se find the out sheets for the curb & gutter for Pebble Creek Phase 9A. If you have any questions, please give me a can. 8225 central Perk Drive, Suite 100 P. o. Box 22007 Waco, Texas 76702 (254) 772"9272 -Fax (254) 778-2924 The information contalried In thl• fllc•imile Is privileged and confidentfef. It is Intended ONLY for the use of the Individual or entity named above. If you have received this transml11ion In error, notlfY The Wallace Group by telephone (collect) end retum the tran1ml11lon to the above address. ,,, 1he WorilOrWr• Pniject Woll ace l..ocadolt Group, rnc. Description Englneers•ArcHleds • Acnlen • ~ FieldBOGil NOTE Off SET ~ 1ATJON I HUB ELEY. GRADE llATCHTC &+el.27 251.12 11.5' LT 7..00 253.97 251..29 le.I' LT 7+IO 213.61 251.51 ER 10..SLT 7+H.2l 2Al:2 at• ER 10.S'LT a.t2.31 252.75 211.90 10.&'LT 9+00 212.13 251A2 END CONST. 10.6" LT 9+64.38 251-H 2H.A MATCH TC l'LT S+46M 2!S7.76 257.51 VPC &"LT 7+t0 2151..12 :25U9 8'LT 7+215 2:51..D 216.21 VPT &'LT 7+50 Z6TA7 .2fii.97 l'LT ... 257.02 .2fii.17 &"LT ... 258.f1 251.37 l"LT .. 715 .zaa 211..22 ER S'LT t+16At 2M..tl 254.97 IMTCHTC ~.90 212.15 l"LT 9+25 211.75 211.M S'LT .... 281.1& 281A2 -·--·--·------------,~.,.... ... 1 .. 4 12111 Dlitll PEBBLE CREEK, PHASE M COll1raCtOr COLLEGE STATION ~d CDG CURB & GUTlER T.8.11. 174 Page 31 CUTJFLL • NOTE I OFFSET I STATION I HUB EL.9". ST. ANDREWS DRIVE F-MATCH TC ........ C-2..18 S.l"RT 7-tGO 252.U C-2.IO 5.5' RT 7+IO 252.72 C-2.02 ER 5.5' RT 7 ...... 252.&2 C-0.15 ER 5.5'RT e+67.D 2S2.08 C-1.21 1.5' RT 9+00 251.51 C-G.H END CONST. 5.5'RT 9tii4.18 .2151.73 PLUMHOU..OW c-0.24 llATCHTC 11· RT 8+47.Gll 'ZST.27 C-t.U VPC 11· IU' 7+t0 'ZST.ot C-l.U 1t"RT 7+25 2A.21 C-1.• VPT 1t'RT 7-tQJ 211.10 C-1.35 11'RT ttOO 51.37 C-1.24 11'RT ..., 257.G C-1.21 11'RT t+tO 211.95 F-(e.01) ER 11•RT 9+24.lt 211.55 PINEVAU.EY f'-llATCH TC 9t-97.21 F-(IJ)9 11'RT 1+25 282.25 c-OA 11'RT 9+H 211.M 12171-CUT 1o-c&G ..J8lluly 14, 2I02 YOUNG Cltecked GRADE I 250.91 251.11 25t.31 211.a 2151.83 251A2 250.61 217.30 158.50 29.18 2515 .97 251511 251.37 255.07 254..92 211.11 211.71 281.42 RAV CUT*'ll. F- C-1• C-1.3' C-1.H C-o.a C-ll.13 C-8.13 f· (1..03) c-uo C-2.10 C-2.13 C-1.70 c-1.15 C-.... c-0.63 F- C-Cl.54 C-0.22 Q} c::: z .. "" - :~ ·r- r' ·)> 0 l<I 0 :ll 0 c::: .,, Pap2of4 .i. ,,,~atJce WOik Order I ta71 Prajec:t PEBBLE CREEK. PHASE SA Localloll COUEGE STATION Descriptioll CURB & GUTTER G10t.4>. Inc. &igJreen • ~ecil • Flauau Sllve)t>ls Fl91dBook 874 Page 31 ll01!; OFFSET_ STATION HUB ELEV. GRADE CUl'IR.L NOTE OFFSET 6"LT 9t-711i 211.14 zso.n c. 1.27 11"RT PT I" LT 10tGl.28 211.21 211.19 c. O.OI PT 9'RT 6" LT 1tt51 251.14 2IU4 F-(DAO] t1'RT &"LT fftOI 29.11 211.1& C-.... 11'RT .-LT 11+1D 257.M 257.01 C-o.• 11'RT &"LT 12t411 257.15 .... C-1.19 t1'RT .. LT 12+50 256.10 254.17 C-1.23 11'RT VPC 6'LT 13+00 255..21 253.71 c. 1.50 VPC 11'RT l'LT 13+25 2154.79 253.29 C-1.50 11'RT &"LT 1s+sl 254.31 2&2..81 C-1.AI 11'RT &'LT 1~75 254.31 252.l!lt C-1.79 1'19RT VPT &'LT .,.... 254.0I 252..• C-1.87 YPT 11•RT l"LT 1'460 2U.83 252.• c-t.74 11'RT BR 1r1.T f.4+11.97 2153.11 251.15 C-1..21 BR. 11'RT CON6RESSIONAL DRIVE IEGINC&G 5.5" LT IMO zca.31 24&.IO C-1.31 BEG91C&G 19.5'RT 5.5' LT HID 249.M 241.10 C-... 10.S'RT 5.5' LT 1-tfO 250.lt 251.20 C-0.41 10.6' RT ER 5..5" LT 2fG9 252.47 261.50 c-0.'7 ER ff.I' RT ER l'LT 2+H 2&3.53 .252.AI C-1.13 ER t1'RT PC I" LT 3+.26.27 254..50 252.87 C-1.83 PC 11'RT l'LT 3.aa 2M..71 252.89 C· 1.tt 11'RT l'LT 3+75 21&.10 253.12 C-1.N 211' RI 12171-CUT '11-C&G ·--.. ···----·---.------.. --------,------~------~··-------------------~-.,.--~--~-~-Date ....... ry"U,::zon Conlradnr YOUNG Rtlllased CDG ChecMd T.B.M. STATION HUBB.EV. GRADE tt75 26t.OI 260.l7 10tt&.28 219.97 219.19 ff+A 2aS7 ~ HtOO 29.11 21B.11 11+50 J51.89 217.0& 12+Cl9 2SU8 255.11 12+50 25U4 2M.l7 13+00 255..12 253.71 13+25 214.94 .253.29 13't51 2SU1 252.89 13+75 2M.ll 252.D 14+IO 25UI 2:52..31 14+50 213.13 252.19 Wtel.97 252.A3 251M OtfiO 24IAI 241.IO 1..00 249.18 249..10 1+50 2&UO 250.20 ~ 212.47 251.50 2't98 252.115 2&Z.AO 3'-25.27 253.ZO 262.57 3+50 253.19 252.89 3+75 254.71 253.12 RAV CUTIRU. c-0.11 C-1.11 C-1.A3 C· o.tl C-1.13 C-1.13 C-1m C-1.34 C-1..M C-1.72 C-2.21 C-2A7 C-1M c-UI C-O.AI C-OAI C-tM C-1.97 C-0.28 C-0.$3 C-0.30 C-1.H ~ -) .:; -~ ol' c I\: Ul c z .... °' ~ .... -~ ·)> 'r r ")> 0 t<I -0 ':>:! 0 c: .., "' \JI ~ -:a -:a "' Q} °' '° .... .., )> 0 !"' w ' \JI hp3of4 ,,,~cjace WortOnt.r# t311 .,... Janu.ry 14. 2002 Project PEBBLE CREEK. PHASE SA Contractor YOUNG Locallion COLLEGE STA110N RelNeed CDG Chedled Description CURB & GUTTER T.B.111. Gr<q>, Inc. Englneen • ln::tlltecb • Aa1ners • ~ Flelcf Booll ., .. hge 31 .:JTI: OFFSET STATION ttUBEl..EV. GRADE CUTft.1. HOYE OFFSET STATION HUBEL.EV. GRADE &"LT 4tOO 255.25 253..34 C-1.ff 28'RT 4+00 254.16 253.34 I" LT 4+25 255.27 253.57 C-1.70 11'RT 4+25 213.83 253.57 l'LT .... 255.AS 213.71 C-tM tt"RT .. ..... 253.71 213.79 .. LT 4+75 255.21 lN.02 C-t.%7 11"RT ... 75 253.9S 254.02 W'C 6'LT 5tOO 2156..33 aus C-UI t1'RT 5+00 2154..11 JM..25 S'LT 5+25 2155.81 25U1 C-1.31 1t0RT 5+25 2153..115 251..41 ER 6" LT 5+40.12 2.56.26 2MA5 C-0.81 .. 30".RT 51o44.ll 254..72 StM 1t"RT 5+75 2Rl2 214.36 ER I" LT ~-12 255.29 254.40 c-0.19 VPT 11'RT 6tGO 253.19 214.115 PT 6'LT 1+18 2&5.29 254.34 C-t.95 PT t1'RT 1+11 251'.11 2&U5 l'LT l+IO 254.13 213.12 C-0..&1 11'RT &+iO 253.19 253.A a'LT 7 .... 253.91 2S:UI C-0.15 11"RT 7+81 253.11 253.M lrLT 7+50 253.32 2S2S c-0.73 11'RT 7 ... 252.H 252.48 f'LT &tell 252.lt 251.93 C-0.77 1'19RT l+CIO 212.53 25f..9i YPC 6" LT .... 250.73 251.fl F-(G.92: VPC 30'RT 1+25 2l2.90 251.15 ER 6'LT l+G.15 2ll.a 251.G& C-us 11' RT ..., 25A.8t 251.A3 1rRT 1+75 249.62 251.32 LP 11'RT tfU.12 261.13 .151.30 11'RT ..., 2.51.98 251.32 ER 15"LT IM9.15 253.10 251.AI C-1.G YPT 11'RT 9+25 211.14 251"2 6'LT .... 262.24 21151.JI C-••• t1'RT t+60 251.64 251..lt 6'LT to.GI 21153.11 251..9t C-1.77 11'RT 1o+()t 251.78 251.91 l"LT 1l+f0 252.17 20.23 C-D • .74 11'RT 1o.60 21151.91 252.23 f"LT 11..0U 253.61 252.11 C-1.&I 11'RT 11..., 252.8& 252.56 12S71-CUT tM:&G ·-··-·---:-·.·-"·"""~-' , ... --------,----------------.-·---,-----.:. ··:·---::-:-:-:···-.-.. ··---,~--~,..,.-~..,....-------:---:---------·-~------------RAV CUTJFLl C-1.21 C-t.28 F-(Q.NJ F-(O.OIJ F-(D..15] F-(UIJ C-Q.27 C-2AI F-(0.11] c-UIS C-O.AD c.. 0.15 C-0.41 C-o.so C-1.25 F-(a.Ml F-C1.IO) C-U3 C-0.14 C-G.22 c.. O.o& F-(0.13] ,_ (0-27] C-t.OI L. 0 IV 11 rn c: z ..... °' ~ ..... ~ r-t"" > 0 txl 0 ;i1 0 c: .,, IV \Tl ~ -'I -'I IV m °' "' ..... .,, > 0 !'I ~ ' \Tl .......... ,,,~~ce Wo.-Ordert 12871 Dlte Plojec1 PEBBLE CREEK. PHASE M CClnhdor loc:don COLLEGE STATION Reluaed CDG Description CURB & GUTIER T.B.11 . Group, Inc . EnglnMra • Alctilecls • Fblners • ~ Flefdlloot 874 hge 31 NOTE Of1=SET STATION HUB ELEV. GRADE CUTIFl.L NUJJ:. OFFSET STATION HUBEL.EV. BR &"LT 11-tSJ.15 155..14 252.91 C-2..24 BR 11'RT 1t+53..15 252.81 BR l'LT 12+21 .15 253.30 212.lt C-I.Al BR 11" RT 12+29.15 25UO l"'LT 12+IO 2l53M 212.73 c-0..73 11'RT 12*IO 25Z.N PC &'LT 13+11.11 253.04 212.22 c-e.n PC 1rRT 13+11.15 2S2M EM>C&G I" LT 13+38.34 ,252.14 2U.OO C-O.M EllDC&G 11·RT 13+38.34 252.17 F· F- F- F· F- F- F- F· f- F- F- F- F- F- F- F- F- F- F· 12111..cur 10-C&G --.. ·-··-·· .. -----····-···---. --.---------.-.. -· -----~-~--------,----,--...,----..,.---~-~---------- ~---14, 2092 YOUNG Checbcl RAV GRADE CUTIFl.L 2H.9t F· (D.2t' 252.90 c-0.70 252.n C-t.21 252.22 c-t.22 25Z.IO C-0.17 F- F- F- F- F- F- F- F- F- F- F- F- F- F- F- f. F- F- F- :z .... J> 0 ~' 01 c z "' "" "' ':l'l I ~ •r' .,.. :o t<I (l :n 0 c .., .., )> (l !" \11 ' \11 ~~************************************************************************************************** * · · ' ' P. 01 * * TRANSACTION REPORT * * JAN-14 -2002 MON 06:07 PM * * * * RECE IVE * * * * DATE START SENDER RX TIME PAGES TYPE NOTE M# DP * * * * JAN-14 06:05 PM 2547728691 1'50' 5 RECEIVE OK * * * **************************************************************************************************** Jl'IN. 11 ' 0 2 (THU) 0 8 : 49 WALLACE GROUP 254772869 1. PAGE . 1/4 0//1 . ~ftz_lk------12~ The Wallace Group, Inc. FAX COVER SHEET ,,, F.nglneer& •Architects• Plonnere • surveyOl'!i DATE: 1111102 # Of Pages lncf udlno cover ShHt: 4 SUBJECT: Pebble Creek Phase 9A FAX NUMBER: 979'-764-3489 TO: City of Co/loge Station FROM: Ryan Vlrden1 P.E. A TT6NTION: lob Ma.Jey, P.E. PROJECT NUMBER: 12671 REMARKS: Attached, please find the cut sheets for the storm inlets that have been re-staked and the street curb & gutter stakes for Pebble Creek Phase 9A. If you have any questions, please give me a call. 8225 Central Park Drive, Suite 1 oo P.O. Box 22007 Waco , Texas 76702 (254) 772-9272 -Fax (2fi4) 776-2924 The information contained in this facsimile Is pnvlleged and confidential. It Is Intended ONLY for the use of the individual or entity named above . If you have received thls transmission in error, notify The Wallace Group by telephone (collect) and retum the transmission to the above address. .. •... .. ......... -~ ........... ~.~-··~-._... -hle1 ef3 .. Woft< OrdeT # 12671 DafB January 11, 2002 ,,,~alace Project PE88LE CREEi( 9A Contractor YOUNG CONTRACTORS location COLLEGE STATION Released RAV Checked Desc:rlp6on RE-STAKE INLETS T.B.11.. Group, Inc. CURB & GUTTER Engrr-~ • Alchll9cis • Plamefs• ~ Field Book 174 Page 22 NOn: OFFSET STATION HUB ELEV. GRADE CUTJFll.L NOTE OFFSET STATION HUBEl..EV. GRADE CUTIFLL CONGRESSIONAL DRIVE F-F-CCR.INLET 20' L 1+17.50 252-03 2.151.30 C-0.7l F-COR.INlET 20' L 1+76.50 250..72 251.32 F-(I.ill) F-F-F-!PUE VAIJ.EY DRlVE F-F-COR. INLET 15" L 12+73.37 256.84 . 254..36 C-1..48 COR..N..ET 15' R 12+71.37 255.12 251'.36 C-0.76 CORN.ET 15' L 12+&t.37 256.83 254..12 C-1.51 COR.INLET 15' R 12+&f.37 25U6 25'.12 c-0.54 F-COR. INLET 15'R 14+76..47 252.69 251.93 C-0.76 F-COR.INlET 15' R 14+87.Kl 253.04 261.87 c-1.17 CLJUMC.BOX 15" L 15+10.97 251.57 251.50 C-1.07 F-SYCAMORE HlllS F-F-8'L 4+73..54 260.to 259.73 C-021 11' R 4+72.'8 2IO.lil 260.00 c-0.56 l'L 5+09 269..s& .259.48 c-0.20 11'R S.00 2.S0..12 259.li C-0.37 8'L $f5 251.94 258.94 F-f1"R 5+50 259..55 258.94 C-0.61 8'L ... IO 2.58.37 251..23 C-1.14 11'R &tOO 2A.89 . 2515..23 c-0.61 8'L &+&O 258.23 257.51 C-0.72 11'R &t-5(). 258.21 257.51 C-0.71 8'L 7 ... 258.lt 256.80 c. 1.41 11'R 7+10 258.33 256.BO c-1.53 8'L 7-+QI 2.157.72 256.09 C-1.63 WR 7+50 U7.14 266.09 C-1.05 ER 8' L 7+84.29 2.157.16 255.76 C-1.40 F-· f. 11' R &t-00 257.156 2.5&.61 c-2.05 tH71..CllT !'-t;."IY\QM a r.ar. < " :r c c 0: "' '° ·~ r-"t"' ")> () trl 0 :II 0 c: .,, ~ \11 "' -.;i -.;i ~ (J) 0\ '° -.,, )> 0 !'I ~ ' "' h9e2of3 ,,,~ Wort On:fer # 12671 Pnlject PEBBLE CREEK 9A Wallace loca1km COUEGE STATION Gr~. Jnc. Description RE-STAKE INLETS CURB & GUTTER El'IQl1l8811 • Alclltects • Fkrnet$. ~ Field Booli: 87.1 Page NOTE OFFSET STATION HUB ELEV. GRADE CUTIFll NOTE F-ER rL 8440.29 2.55.33 -255.04 C-D.29 I' L 9tGO 251..25 254.H C-1.59 8' L 9+50 255.82 254.27 C· 1.55 ---·---STICK F-ER 6' L 0+31 255..71 255.70 C-O..ct1 ER 5'L o+7S 257..46 255.12 c-1.5' f'C 6'L 1+10 257.85 25'.03 C-1.62 PC 6" L 1+25 a7.62 156.22 C-1.30 6'L tt5t 257.73 256.;Jl C-1.3& 6'L 1+75 257.71 256.52 C-1.19 ENDC&G 6'L . 1+90.18 257.08 256.61 C-1.47 ENDc&G SYCAMORE KUS F-8' L 1t+t0 254.14 263.97 C-0.17 8" l 1t+SD 254.67 253.67 C-1.00 BR S"L .,..,..29 253.54 253.40 C-1.14 BR BR 20" l 11+70.29 254.31 253.11 C-1.21 BR ll"L 12+00 252.33 262.19 F-(0.36 PC 8' L 12+29.94 251.95 252.27 F-(0..32] PC 20' L 12+50 252.95 251.99 C-0.06 15'L 12+75 251.90 251.64 C-0.26 15' L 13+00 251.3& 251.a C-l.06 15'l 13+25 251.19 250.94 C-0.15 PT 15'L 13+43..54 251.27 250.68 C-0..51 PT 1 ~11..r.1 rr !L.'t'TnRll 1t r.Lr.: -·-·--------------------------------------Data Cordractor Rela•sed T.B.M. 22 OFFSET STATION 11'R 8+50 11' R 9+0t 11' R ~ 11' R t+38 11'R o+7& 11'R 1+10 11'R f+25 11'R ~+50 11' R 1+76 11'R 1490.11 11'R 1o+oo . 11'R 1!>+50 11'R 1o+94.29 11"R 11+7t.29 11' R 12+0t 11' R 12+29.94 11' R 1.?+50 11'R 12+75 11'R 1~ 11'R 13+25 11'R 13+43.54 Januaty 11, ltl02 YOUNG COMTRACTORS RAV Cfted:ed HUB ELEV. GRADE CUT/FILL 256.T4 255.14 C-uo F-251..25 .25U6 C-1.59 255.741 254.zr C-1.43 F-255.13 256.71 F-(O.tT 25&.91 255.92 C-0.99 251.79 256..93 C-0.76 256.16 256.22 c-t.74 256..11 256.37 C-OM 256.76 2S6.52 C· 0.24 256.71 256.•t C-0.10 J=-256.AI ·263.97 C-1.43 254.59 253.67 C-0.92 254.12 253..40 C-G.72 262.93 253.10 F-(0.17) 252.95 252.69 C-0.26 252.79 252.27 C-0.52 252.71 251.99 C-O.Tt 252..23 251.64 C-0.59 252.17 261..29 C-t.88 251.14 250.94 C-1.DO 251..U 250.68 c-0.75 l ~ c r-.: -:r c 0 m .p. "' ~ r' r' > Cl l'1 0 :a 0 c: .,, N IJI .p. -.:i -.:i N m (J\ "' ... 'U > 0 !" w ~ ,,,:~ Wcn Order • Project Locatl1011 Description Group, Inc. Engileers • .Archlecb • l'lann3rs. meyois fieldBooll NOTE OFFSET STATION HUBB.£V. GRADE BR l'L 13+71.10 250.!i1 250.20 ·--. ..... ·····-··-··--·-----~-··-····-------~~-~-----------------Pagel of3 12S'71 ()Me PEBBLE CREEK 9A CORlrac:fOJ' COUEGE STATION Rsleaed RE-STAKE INLETS T.BJI. CURB & GUTIER 174 Paga 22 CUT.IFILL NOTE OFFSET STATION C-0.31 BR 11' R 13+78.10 CUl.-t>E~AC F-A 9'H e+IO f· B 9"R ... 25.17 F-c 9'R 0+59.34 F-D rR 0.75.52 F-E 29'R 1+00.69 F-F 9"R f+.215..16 f-G 9' R 1+51.13 F-H 9"R 1+76.20 F-1 9'R 2't01.37 F-F-F-F-F-F-F-F-F-F-F-F-F-4?1l'741'1rTa ~ ir ,...,,.. Juuary 11, 2002 YOUNG CONTRACTORS RAV Checked HUB ELEV. GRADE CUT/fl..L 2&0.15 2.50..29 c-1.65 258.13 249.n c-0.88 250.10 241.U C-•.10 241.21 249.05 C-D.21 20.58 248.19 C-0.89 2A9.70 248..52 C-1.18 .250.30 241.19 C-1.61 149..46 241.05 C-0.41 ~,90 249.40 C-t.60 250.32 249.75 c-0.57 F-F· F-F-F-F-F-F-F-F· F-f. F-'-> -~ 0 "1 oi :i: c: 0 O> \J1 0 ~ .> r-' r-' > 0 M 0 :n 0 c: .,, "1 \J1 .,,. -'I -'I "1 0) "' '° -.,, > 0 !'I "" ' "" ·---------------------------------------------~------------------------------ ·DEC .>0 4 '01 (MON) 1 3 :42 WALLACE GROUP 2547 7 2 6 69 1 PAGE . 1/3 ,,, The Wallace Group, Inc. FAX COVER SHEET Engineers •Architects• Plonn ~rs • SuNeyo" DATE: 12/04101 # Of Pagos Including Cover Sheet: 3 SUBJECT: Pebbl• Creek PheH 9A FAX NUMBER: 97~754-3489 TO: City of College Station FROM: Ryan Virden, P.E. ATTENTION: Bob Moa/ey, P.E. PROJECT NUMBER: 12671 REMARKS: Attached, please find the cut sheets for ti e i;ewer B, D, & F for Pebble Creek Phase 9A. If you have any questions, please iiive me a call. 8225 Central Park Drive , Suite 100 P.O. Box 22007 Waco , Texas 76702 (254) 7!72 ~9272 -Fax (254) 776·2924 The information contained In thl& facslm e i~ privileged and confidential . It Is Intended ONLY for the use of the Individual or entity named above . lf you have received this transmission In error, notify The Wallace Group by telephone (collect and return the tr&1nsm1ss1on to the above eddrees . .. Page 1of2 WodtOrder# 12671 ,,,:moce Project PEBBLE CREEK, PH 9A Location COLLEGE STATION Description SANITARY SEWER GrQl4>, Inc. UNESB,D1 F . Engnaei. • Arc:Nlecls 1 PloMe!s • bveyc11 FieJdBo«* 156 Page 69 NOTE OFFSET STATION DESCRIPTION UNE'"F" 1D"LT 1+00 SEWER -FLOWl..WE 20"LT 1+44.94 !PROPOSED llANHOLE -FLOWUNE JN 10"LT 1+44.94 PROPOSED MANHOLE -FLOWUNE JN - 20'LT 1+44.94 PROPOSED MANHOLE -FLOWUNE OUT 10'LT 1+44.94 PROPOSED MANHOLE -FLOWLINE OUT 10' LT 2+00 SEWER -FLOWUNE 20" LT 3+11.53 PROPOSED llANliOLE -FLOWLINE OUT 10"LT 3+11.53 PROPOSED MANHOLE -FLOWUNE OUT .. LJfE "B .. 10'RT 4+00 SEWER -FLOWUNE 10'RT S.00 SEWER -FLOWLJNE 10'RT 6+IO SEWER· F.LOWLINE 20"LT 6+59.91 PROPOSED MANHOLE -FLOW'LINE IN 10" l.T &+59.9BBK PROPOSED MANHOLE • Fl.OWL»IE fN 20'LT 6+59.98 PROPOSED MANHOLE -U:LOWLINE IN 10'LT 6+59.98BK PROPOSED MANHOLE -FLOWl..INE IN 20'LT 6+59.98 PROPOSED MANHOLE -FLOWUNE OUT 10· LT 6+59..9181< !PROPOSED MANHOLE -FLOWLINE OUT 12fi71-CUT 8-SEWER B D F.XLS Date Deceraber ~ 2001 Contractor YOUNG Released CDG Checked RAV --T.B.M.. HUB GRADE CUTIFILL 254.47 244.46 C-10.01 254.76 244.79 C-9.97 254.49 244.79 . C-9.70 -. ----· --- 254..76 244.69 C-10.07 254.AI 244.69 C-9.80 253.99 245.07 C-· 8.92 252.30 245.62 C-6.68 251.93 245.62 C-6.31 252.16 241.54 C-10.52 253.50 242.43 C-11.07 254.95 243.32 C-11.63 254.A6 244.15 c. 10.31 254.58 244-15 C-t0.43 254.48 243.96 C-10.50 254.58 243.96 C-10.62 254.46 243.8& c-1'UO 254.58 243.H C-10.72 0 - 'i: 0 z -w .. "" "' 'ti > 0 !'I "' ' w p 2of2 •aae WodlOrder# 12671 ,,,~alace Project PEBBLE CREEK1 PH 9A Location COLLEGE STATION DeKription SANtTARY SEWER Group, Inc. UNl:S BtD1 F Engrairs • Archlecis • Plameri • SUwyors Field Book 856 Page 89 NOTE OFFSET STATION DESCRlPTION 10'LT 7+00 R-FLOWUNE 10' LT 8+00 ----R -FLOWUtE 10' LT 9+00 -----R -FLOWLINE 20"LT 9+93.78 PROPOSED lllAteiOCE -FLOWl..JNE OUT 10' LT 9+93.78 PROPOSED lllANHOlE -FLOWLINE OUT UNE''D'" 10'LT 1+00 SEWER· A.OWUNE 10' LT 2+00 -FlOWUNE 10' LT 3+00 --~-R-FlOWUNE 10" LT 4+00 -R-FLOWLINE 10"LT 4+84.10FW PROPOSED MANHOLE -FLOWUtE OUT 20"LT 4+84..10 PROPOSED llAMKM.E --FLOWUNE OUT 12671-CUT B...SEWER B D F .XLS Date Contractor Released COG T.B.M. HUB 255.40 2S1.00 258.35 258.70 1 58.33 --- 253.94 254.76 255.91 258.12 259.78 259..84 December 4, 2001 YOUNG Checked RAV -- GRADE CUTJFl..L 244.60 C-1t.IO 245.72 C-1t.28 248.84 C-11.51 247.90 C-10..IO 247.90 -C-10."3 - 243.15 C-10.09 245.39 C-9.37 246.93 C-9.0S 248.47 C-9.65 249.77 C-10.01 249.77 C-11.17 0 - i 0 z .~ r r )> 0 M 0 :a 0 c:: .., NOV. 1 2 '0 1 (SUN ) 1 3 :43 WAL L A CE: O!l.OUP 25 4 7 7286 9 1 PAO E:. 1/6 ?t11 11}2/ffen ~ -4 ,,, The e ~~///~ ~ . Wallace Group, Inc. FAX COVER SHEET ~nglneora •hchtt..ctn Ptann 11'1 • SU1Veyo rs DATE: 11112101 # Of P•gH lnclud/ng Cover Sheet : e SUBJECT: Pebble Creek Phase SA . FAX NUMBER: 979-764-3489 TO: City of College Statton FROM: Ryan Virden, P.E. ATTENTION: Bob Moaley, P.E. PROJECT NUMBER: 12611 REMARKS : Attached, please find the cut shee ts fo r " stonn sewer inlets for Pebble Creek Phase 9A. If you have any questions, please give me a caJI . 822!5 Central Park Drtve , Su ite 100 P.O . Box 22007 Waco , TexH 76702 (264 ) 7~2-9272 -Fax (254) 776-2924 The information contained In this facs imi e la prtvll1gect and confidential. It is intended ONLY for the use of tha lndlVlduaJ or entity named above. 11 you have received thi! transmlse lon In error, notify The Wallace Group by telephone (collect and re turn the transmission to the above address . Page 1of5 0 WorkOrdert 12671 Date November 12, 2001 :c: ,,,:lace Project PEBBLE CREEK PHASE 9A Conlnctor YOUNG -. "1 Location COLLEGE STATION, TEXAS Released TAB Checked RAV <> ---Description STORM SEWER INLET BOXES T.B.M. 12671-3 Gr~, Inc. AND JUNCTION BOXES CUT SQUARE ON SIDEWALK AT B.O.C~ -;;; c Englneels • Adi!ects• Acmers• 9.ne\US FieldBoot 856 Page 58 ELEVATION: 2.62.00 z -w .. "" NOlE OFFSET STATION DESCRIPTION HUB GRADE CUTIFILL w . PIE VALLEY DRIVE F-~ r r 15'LT 9+0l.84 ~ORNER, INLET· FLOWLN: OUT 2&2.20 258.29 C-3.91 > 0 M 15"LT tt-19.14 ICORNER, JM.ET -FLOWUNE OUT 262.17 258.29 C-3.18 0 :II 0 c .,, 16"RT 12+73.37RT CORNER, INLET· Flt NLINE OUT .255.72 247.80 C-792 1~RT 12+14..37 RT CORNER, INLET -FLOWLlNE OUT 255.57 247.IO C-7.77 15'LT 12+73.37 LT ~ORNER. INLET -FLOWLHE IN 255.99 247.50 C-8.49 10'LT 12+84.37 LT !CORNER, INLET· FLOWUNE IN 255.75 247.50 C-1.25 !CORNER, INLET -FLOWUNE OUT C-9A9 "1 15" LT 12+73.37 LT 255.99 246.50 \JI "" ~ 10-LT CORNER. INLET· FLOWLINE OUT C-9.25 ~ 12+84.37 LT 255.75 246.50 "1 ID CJ\ '° - 1~RT 14+7&.47RT CORNER, INLET -FLOWLINE OUT 253.32 246.IO C-6.52 1~RT 14+87A7RT !CORNER. INLET -FLOWLINE OUT 252.73 246.IO C-5.93 .,, t5'LT 14+76.47 LT -.-----.. INLET -FLOWLllE IN 2"6-50 c. 1:n > 253.77 0 !'I 15'LT 1.4+87A7LT CORER, INLET· FLOWU.E IN 246.50 C-6.93 "1 253.43 ' CJ\ 15" LT 14+76 • .t7LT CORNER, .. LET -FLOWLINE IN 253.77 245.48 C-8.29 1Sl.T 14+87.47 LT CORNER, INLET -FLOWLINE IN 253.43 245 . .a C-7.95 12671-CUT 7-sTORM -----··------·-·-------~---~--~---~----~--~--~--~---~-------~-~- Page2of5 ~Order# 12671 .,. November 12. 200t 0 :<: ,,,:~ce Project PEBBLE CREEK PHASE 9A Contractor YOUNG -I\) Location COUEGE STATION, TEXAS Released TAB Checked RAV --0 Descriplfon STORM SEWER INLET BOXES TB.M. 12671--3 --Group, Inc. AND JUNCTlON BOXES CUT SQUARE ON SIDEWALK AT B.O.C. Di EfViheers •~•Planers• &Jveym c: Field Book 856 Page 58 ELEVATION: 282.00 z -w -- NOlE OFFSET STATION DESCRIPTION HUB GRADE CUTIFILL "" w 15"LT 14+76.A7LT CORNER,. INLET -FLOWLINE OUT 253.77 245.38 C-8.39 ~ r 1~LT 'M+17.47LT CORN~ INLET -FLOWLINE our 253.43 c. 8..o5 r 245.38 >- 0 "' 0 :xi I 0 c: 15"RT 15+10.97 CENTERLINE, JUNCTION BOX -FlOWIME IN 252.60 243.92 C-lt68 ..., 15" Kl 15+10.97 w:n 1 cRl. OE, JUNCTION BOX -FLOWUNE IN 252.60 245.07 C-7.53 15" RT 1S+10.97 ~en•--. JUNCTION BOX -FLOWLINE OUT %52.60 24'.97 C-7.63 F- CONGRESSIONAL DRIVE f. 15" LT &t-29.65 ~ORNER, .. LET • FLOWLINE IN 253.34 244.76 C-8.58 15.LT lt+40.85 CORNER, INLET -FLOWUNE IN 253.10 244.76 C-8.34 I\) '11 "" -.;i 15" LT 8+29.65 CORNER, INLET· FLOWLINE OUT 253.34 .244.6& C-8.68 .. -.;i I\) O> °' 15'LT 8+40.65 CORNER, INLET -FLOWLINE oUT 253.10 244.66 c. 8.44 '° - 20'RT 8+76.50 CORNER. INLET -FLOWUNE IN 251.02 244.19 C-6.83 20'-RT 8+87.50 CORNER. INLET -FLO_..E IN 252.14 244.19 C-7.95 ..., 20'RT 8+76..50 CORNER. INLET -FLO'MJIE IN 251.02 243.89 C-7.13 >-0 !"' 20"RT at+87.SO CORNER, alLET -FLO'M..JNE JN 252.14 243.89 C-8.25 w " °' 2a'RT 8+76.50 CORN.ER,, INLET -FLO\~ OUT 251.02 241.IO C-9.22 20"RT 8+87.50 CORNER, INLET -FLOWLfiE OUT 252.14 241.80 C-10.34 12671..CUT 7-sTORM Page 3of5 z Wottc Order tJ. 12871 Date November 12. 20Clr1 0 :<: ,,,=~ Project PEBBLE CREEK PHASE 9A Conb'actor YOUNG -I\) Location COLLEGE STATION, TEXAS Relea&ed TAB Checked RAV --0 Description STORll SEWER INLET BOXES T .B.M.. 12871-3 .... Group, Inc. AM> JUNCTION BOXES CUT SQUARE ON SIDEWALK AT B.O.C , 00 · &iginemwAJcltlects•FICMlllS•~ c: r•JdBook 856 Page 58 ELEVATION: 26200 3 .... w .. NOTE OFFSET STATION DESCRIPTION HUB GRADE CUTJFll .!> .!> . 1S-LT 9+21.85 ~ORNER, LNlET -FLOWl..INE OUT 252.28 245.li . C-6..94 ~ r 15'LT 9+32.65 ~ N.ET -FLOWUNE OUT C-6.89 r ~ 252.15 2~ > Cl l'I Pl.UM HOLLOW DRIVE f. 0 :xi 0 1S-LT 6+.t7.8t ... INLET -FLOWL.INE OUT C-8.33 c: -259..43 251.1G .,, 1S-LT 6+58.Bt ~ORNER. INLET -FLOWLINE OlJT 258.81 251.18 C-7.71 15"LT 9+02.99 ~ORNER. INLET -FLOM.INE IN 256..91 247.85 C-8.06 20.LT 9+13.99 ~ORNER, INLET -FLOWUNE IN 256.01 247.85 C-8.16 15" LT 9+G2.99 CORNER, INLET -FLOWLUE OUT 255.91 247.35 C-8.56 20'LT 9+13.99 CORNER, INLET -FLOWUNE OUT 256.01 247.35 C-8.$6 I\) \11 .!> -..:i -..:i I\) Q) "' SYCAMORE HlllS DRIVE F~ '° .... t5'RT 4+74.86 CORNER, INLET -FLOM..INE IN %60.80 256.06 C-4..74 t5'RT "4+15.86 CORNER, INLET -FLOWLINE IN 260.M 256.06 C-4..58 15'RT "4+74.86 CORNE-R, INLET -FLOWUNE OUT 260.IO 253.77 C-7.03 .,, 15" RT "4+85.86 CORNER, INLET -FLOWLINE OUT 260.'4 253.77 C-6.87 > 0 ' !"' .!> " "' 15"LT 7+70.79 LT ·--_.ER, INLET • Ft.OWLINE OUT 258.05 251.16 C-6.90 15' LT 7+81 .79 LT ~ORNER, INLET -FLOWLINE OUT 258.32 251.16 C-7.16 12671-CUT 7-STORM -------··--·····-· --··-. ··--.. -···· p 4of •aae 5 Wortl Order• 12811 Dale November 12, 2oG1 z 0 ,,,~ Project l'£BBlE CREEK PHASE 9A Contractor YOUNG :<: -Location COLLEGE STATION. TEXAS Released TAB Checked RAV "' W<*Jce -- Description STORll SEWER INLET BOXES T.B.M. 1267t-3 0 . Group, Inc . . - AND JUNCTION BOXES CUT SQUARE ON SIDEWALK AT a.o .c. 01 £ngi1eers • AJcttecll • PlmnalS • Suveyois Field Book 854 Page 5' ELEVATION: 262.00 c:: z -U) MOTE OFFSET STATION DESCRIPTION HUB GRADE CUT/FILL. .. "" "" 15"RT 7+70.79 RT -~---ER, INLET -FLOWUNE IN 258.86 250.86 C-7.20 ~ 15"RT 7+81.79RT ~ORNER, INLET -FLOWLINE IN 257.77 250.86 · C-&.91 r r > 0 15"RT 7+70.79 RT JNLET "'. FLOWUNE lN 258.16 251.86 C-7.20 M . ---. Cl :0 15'RT 7+81.79RT ~ORNER, INLET -FLOWUNE IN 2ST.71 2~.86 C-&.91 0 c:: .,, u;;· ~ r 7+7R7ART . -...1 l:'T rl tuan ...,-,,, ,,. IT ---------,,. ·----·--------. ... - 15' RT 7+81.79RT CORNER, lilLET -FLOWUNE OUT 257.77 251.36 C-7.41 15' RT 8+39.29 CENTERLINE, JUNCTION BOX -FLOM.JNE IN 257.60 249.12 C-8.48 15'RT 8+39.29 CENTERLINE, JUNCTION BOX -FUMM.INE tN 257.60 249.71 C-7.89 15'RT 1+39.29 CENTERLINE, JUNCTl:>N BOX-FLOM..INE OUT 257.80 2.48.37 C-9.23 "' \11 "" -..:i -..:i "' 15" LT 1o+I0 .. 79LT CORNER, INLET -FLO'M.INE OUT 254.50 2.-.1i1 C-8.33 m "' 'D -1SLT 11>+91.79 LT ~INLET -FLOWLJNE OUT 254.43 2&17 C-8.26 15'RT 10+80.79 RT CORNER, INLET -FLOWIJN£ IN 254..54 245.81 C-8.66 15"RT 10f.91.79 RT CORNER, INLET· FLOWUNE IN 254.50 245.88 C-8 .62 .,, > 15'RT 10+I0.79 RT · CORNER, INLET -FLOWLllE IN 254.54 C-8.66 Cl 245.88 !'I \11 1SRT 10+91.79RT CORNER, INLET -FLOWUNE _.. 254.50 245.88 C-8.62 '\. "' 'IS'RT 10+80.79 RT CORNER, INLET -FLOWUNE OUT 254.54 245.31 C-9.16 15"RT 10+91 .79 RT CORNER, INLET -FLOWUNE OUT 254.511 245.38 C-9.12 1£Vll°"'UI 1-glVl'Ufl . . . . . . . ...•.•... --·-··-·-----·--··--·------·~-----~---~~----------~----~-- Page 5 of5 z Work Order f. 12671 Date Novembef' 12, 2001 0 :<: ,,,~e Project PEBBLECREEKP.HASE9A Contnlctor YOONG --"' . · Wollace Location COLLEGE STATION, TEXAS ReleaSed TAB Checked RAV --0 Description STORM SEWER INLET BOXES T.B.M. 12671.J - Group! Inc. AND JUNCTION BOXES CUT SQUARE ON SIDEWALK AT B.O.C_. Qi c: Englnee.s • Alcli1ecls • l'knlers • ~ FieldBook 851 Page 58 ELEVATION: 262.00 z -w .. NOTE HUB GRADE CUTIFU ~ OFFSET STATION DESCRIPTION ~ 20" RT F1llll 14+72.05 CORNER, NET -FLOWUNE IN 248..81 241.55 C-7.33 ~ r C-7.10 r 20' LTFWll 14+72..05 CORNER, N.ET -FLOWUNE IN 248.65 241.55 > 0 t'1 l20' RTFMl 14+72..05 CORNER, INLET -FLOWUNE OUT 241.81 239.29 C-9 .59 '1 ·:n 0 ~a" LTF'Ml 14+72.05 CORNER, INLET -FLOWLINE OUT 248.65 C-9.38 c: 239.29 'ti F-- CROOKED STICK DRIVE F- 15'LT O+-I0.50 LT CORN~ INLET -FLOWl...DE IN 251..38 250.25 C-8.13 15'LT 0+51.50 LT CORNER, KET-FL<>WllE IN 257.71 250.25 C-7..46 15'LT l+40.51LT CORHER. IN.ET -FLOWLE our 258.38 250.15 C-8.23 15'LT Gt-51.50 LT CORMER, INLET -FLOWIJ4E OIJT C-7.56 "' 257.71 250.15 \J1 ~ -'I -'I "' Q) "' 15"RT ...-..0.5GRT CORNER, I~ -FLOWUNE IN C-7.44> '° 257.22 2.49..12 - 15" RT . 0+51..SORT ~ORNER. INLET -FLOWUNE IN 257.13 ut.12 C-7.31 15'RT 0+40..SORT CORNER, INLET· FLOWLINE OUT 251.22 249.72 C-7.50 15" RT 0+51.50 RT CORNER, INLET· FLOWLINE OUT 257.13 249.72 C-7 ... 1 'ti > '1 !" °' ' "' F- F- 12671-CUT 7-sTORll ·--------------··---· -·---. -· ·--. ·-· ---··· --.. ·- ****************************************** ********************************************************* * P. 01 * * · . TRAN ACTION REPORT * * NOV-12-2001 MON 03:09 PM * * * * RECEIVE * * * * DATE START SENDER X TIME PAGES TYPE NOTE M~ DP * * * * NOV-12 03:06 PM 2547728691 2' 16' 6 RECEIVE OK * * * ****************************************** ********************************************************* NOV. 0 7 '0 1 (T U E) 0 9 : 1 S WA L L.A CE GROU P 25 477 2 6 69 1 !'AG E. 1/2 i. . .. ,,. '· ~ ... . . . . -.. . . . . . . . . . . -... ,• . . . . . . . ' . . . ~ ,,, 'The Wallace Group, Inc. FAX COVER SHEET EriglnlllOrs •Archtt9C'l8 • Pl onn ifs• surveyors DATE: 11/01101 # Of Pages Including Cover Sheet: 2 SUBJECT: Pebble Creek Phase 9A FAX NUMBER: 979-764-3489 TO: City of College Station FROM: Ryan Virden, P.E. ATTENTION: Bob Mosley, P.I!. PROJ~CT NUMIJl!R: 12671 REMARKS: Attached , please find the cut sheets fo r t 1e sanitary sewer line C for Pebble Creek Phase 9A. If you have any questions, please give me a ca.JI. 8225 :;entral Park Drive, Suite 100 P.O. Box 22007 . . ·Naco; Texas 76702 .· (254) '172·.9272 ·• Fax '(254 } 776~2924 · · •' . ·me lrifOmiation ccr:ifai~ed In thlsJaeslm ~e is .privileged .and conflden"Ual . It is fl'ltended ONLY for the use : . of the tndlvldual or entlfy ~n.•med ·: ab'ov·e. I you have . .rj!tceiv.~ th is .tranamlss1on ln·:error. ·notify The Wellaee ·· · . · · . · . Group byterephone {eoUec1 .and :ret1.1rn :the tratishilHion to the ·abo.ve addreas. · .. ... ~7-:.-:·o:.::·::~ .: . .:.. :-·: ..... ~ .. ·. ·., : .. · . .:· ... . . . . . -... -· ·-. -. ~ .. . -. . . ~ -..... : . ' . . . -:--~ -: : ·: . --. -. -. . ~· .. ... ... ... . . .. .. '. ' ...... . . .. Page 1of1 Work Order# 12671 Dale November 7, 2I01 0 :-:: ,,,~ Project PEBBLE CREK 9A CoMractor Young ~ 0 -.;i Location COLLEGE STATION, TEXAS Released TAB Checked RAV -0 Descrifltion Sanitaly Sewer -Line C T.B.M. 12671-4 -Group, Inc. Sta. O+GO-Sta.1+12.39 Cottoll Spindle In a 1r PO&t Oak Trw :::j Erglleers •Arciifecls • Rcrnets. ~ Elevltion: 254.92 G Field Book 856 Paga 53 ~ 0 '° .. NOTE OFFSET STATION DESCRIPTION HUB GRADE CUTJFLL -"' 10"RT l>t-OI l)rop Mmhole, Flow lne-in, M.fM as Sta 21+56.52 -Ulie ,._ 257.83 241.&3 C-. 9.20 ~ > r 20"RT 0+00 Drop llanhole, Flow line in, same as Sia 21+56.52 -Line A 257.28 241.'3" C-8.65 r > 0 t<I 10"RT 0+-00 Drop ...,..ole, Flow line in, same as Sia Z1+56.52 -Line A '257.83 246.82 C-11.01 0 :0 0 20"RT 0+-00 Drop Manhole, Flow Jina in, same as Sta 21+56.52 -Line A 257.21 246.82 C-10.A6 G .,, ·1u Kl ~ ~rop manno19, t-row line OUI, same as ~u <t:i+:Mt.5Z-Une A 257.83 246.72 C-11.11 I 1.0• RT o+oo Drop Manhole. Row ine oul, same as Sta 21+56.52 -Line A 257.28 246.72 C-10.56 10" LT 1+00 Flow line 6" PVC 256.82 249.13 C-7.69 10" LT 1+73.14 .Manhole, Flow line out 256.96 249.50 C-7.46 20" LT '1+73.14 Manhole, Flow line out 257.10 249.50 c-7.60 10"LT 1+73.14 Manhole, Flow line in 258.96 2.ft.60 C-7.36 ~ "' ~ -.;i 20" LT 1+73.14 Manhole, Flow line rn 257.10 249.60 c-7.50 -.;i ~ ID °' 10'FWD 1+82.:39 Plug and Cleaaout 256.81 249.65 C-7.16 '° - 2o·FM> 1+82.39 Plug and Cleanout 256.78 249.65 C-7.13 F- F-.,, F-> 0 !'I F-~ " ~ F- -F- 12671-CUT 6-SEWERC ****************************************** ********************************************************* * P. 01 * * , . • TRAN ACT I ON REPORT * * NOV-07-2001 WED 10:39 AM * * * * RECEIVE * * * * DATE START SENDER 11 TIME PAGES TYPE NOTE M# DP * * * * NOV-07 10: 38 AM 2547728691 50 11 2 RECEIVE OK * * * ****************************************** ********************************************************* ~'oV. 0 6 '01 (M ON) 13: 35 WA LLA CE GROUP 25 47726 69 1 !'AGE. 1/4 ,,, The Wallace Group, Inc. FAX COVER SHEET linglnee111 • Aroh 1f11c:t1• Plonn 11rs • su rv evo rR DATE: 11/0e/01 # Of Pages Including Cover Sheet: 4 SUBJECT: Pebble Cratic Phase SA FAX NUMBER: 979--764~3489 TO: City of College Station FROM: Ryan Virden, P.E. A TTENTJON: Sob Moaloy, P.~. PROJECT NIJM811R: 12871 REMARKS; Attnched i pleas e find the cut shoots fort ~c sanitary sewer line A (Sta .. 16+00 to the end) and sewer B fo r Pebble Creek Phase 9A. If you have a11) questions , please give me a call. 8226 Central Park Drive , Suite 100 P.O. Box 22007 Waco , Texas 76702 (254) 772-9272 -Fax (254 ) 776-2924 Tha information contained In this facsim le Is privileged and confidanti•I. It la intended ONLY for the use of the individual or entity named above . 1~ you have received this transmission in error, notify The Wallace Group by telephone (collect and return the transmission to the above address. .. '. ---·---·. --~---· .. ··----··---~---·-~--··-·-····----""'"'·"·--.. -----··-·---------~-· ............. .__. .. ""'"""""'',_... ___ ,..._ .. _ ........... -.. -... _ .............. _._,, .. __ , __ , ...... ·-...................... - Paget of 2 WorkOnler # 12671 Date November 6, 2001 z 0 ,,,~ . Project PEBBLEC~9A Contractor YOUNG :< <> Location COLLEGE STATION, TX Released TAB Checked RAV (I\ 12671 -4 -Oescrtption SANITARY SEWER, utE A T.B.M. <> Gr~t Inc . ..... STA .16+00 TO ST A 24+40.16 Cotton Spindle in a 12" Post Oat tree ~ Engneels . ~chlecfs . ffmlelJ . ~ Field Boot 856 Page 53 Elevation: 254.9Z 0 3 ..... w NOTE OFFSET STATION DESCRJPTION HUB GRADE CUT/FILL --w \J1 10" RT 1&+00 Flow One 6"' PVC 250A2 237~7't C-12.71 ~ > 10-RT 1&+G.87 -..,hole, Flow line in 251.17 238.13 C-13.04 r r > 0 20'RT 1&+63.87 Manhole, Flow line In 250.18 238.13 C-12.75 t'I 0 :n 10' RT 16+63.87 llanhole. Flow line oat 251 .17 238.03 C -13.14 0 c:: .,, 21'RT ! 16+63.87 Manhole. Flow Ii-.,..., .......... ----~ ... ---·-· - 10'RT 17+56.14 Manhole, Flow line in 252.04 238.61 C-13.35 20"RT 17+56.14 Manhole, Flow line in 251.88 238.69 C-13.19 10-RT 17+56.14 .. nhole, Flow Une out 252.04 231.59 C-13.45 .20T RT 17+56.14 ...... flow ... out 251..88 238.59 C-13.29 10'RT 11+48.0I Drop Manhole, Flow line in 253.58 243.64 C-9.94 f\) \J1 "" 20'RT 18+48.06 Drop Manhole, Flow line in 253.22 243.64 C-9.58 -'I -'I f\) O> 10'RT 18+48.'6 Drop Manhole, Flow line in 253.58 239...25 C-14.33 (I\ "' ..... 21'RT 18+-G..G6 Drop Manhole, Flow line In 253.22 239..25 C-13.97 10' RT 1S+G.06 Dn>p Manhole. Flow fine out 253.58 239.15 C -t<IA3 20'RT 18+48.06 Drop Manhole, Flow Jine out 253.22 239 .15 C-14.07 10 .. RT 19+00 Fk>w finer PVC 253.87 244.16 C-9.71 'ti > 0 10'RT 20+00 Flow line &• PVC 255.15 245.16 C-9 .99 !'I f\) " 10'RT 21 +00 Flow Hne 6" PVC 256.49 C-10 .33 "" 246.1 6 10'RT 21+56.52 Drop Manhole, Flow line in 257.83 248.63 C-9.20 Page2 of 2 Woll Order# 12671 Date November I, 2001 z ,,,:ace 0 Project PEBBLE CREEK 9A Colllractor YOUNG :< location COLLEGE STATION, TX Released TAB Checked RAV 0 0\ --Description SANITARY SEWER, utE A T.8.M. 12671-4 0 Group, rnc. STA.16+00 TO STA 24+40.15 Cotton SpJndle in a 12'" Post Oak tree -&l(jrlem•Aichtecls. A<nlef5. ~ FterdBook 151 Page 53 Elevation~ 254.92 ~ 0 3 -tlOTE OESCRIP110N HUB GRADE CUTIFILL w OFFSET STATION .. w 0\ 20•RT 21+56.52 Drop llanhoJe, Ffow line in 257..21 248.63 c. 8.65 ·~ 21+56:.52 iDroP Manhole, Row line In C-11.01 )> 10'Rr 257.83 246.82 t< t< )> iDtoP llanhole, Flow Bne in 10A6 0 20" RT 21+56.52 257.28 246.82 C-l'l 0 10'RT 21+56.52 iDroP Manhole, Flow line out 257.13 246.72 C-11.11 :xi 0 c:: .,., 20' RT 21+56.52 iDrOP Manhole, Flow fine out 2ST 7St ?~_72 C-10.Q; -. 10'RT 22+00 Flow line 6" PVC 2.ST.16 247.05 C-10.11 10' RT 23+00 Flow tine 6" PVC 259.33 2A7.51 C-11.75 10'RT 24+00 Flow fine 6" PVC 259..25 248.11 C-11.14 10'RT 24+40.16 Manhole, Flow Ille out 259.58 248.32 c-11.26 20'RT 24+40.11 Manhole, Frow Une out 259.91 248.32 C-11.59 "' \JI 10'RT .24+40..16 Manhole, Service Flow line In 259.58 250.82 C-8.76 ~ -'I -'I "' 20"RT 2<&+40.16 Manhole, Servfce Flow lne in 259.91 250.82 C-9.09 m 0\ "' -F-F-F-F-.., )> 0 F-~ w F-"' ~ F-12671-CUT 4-SEWERA-1600 ------------------------------------·------.. ---· -- Page 1 of1 Work Order 'I 12171 Date Novembw 6, 2001 z -· ~ ,,,The Project PEBBLE CREEK 9A Contractor YOUNG :< 0 .. - Location COLLEGE STATION, TEXAS Released TAB Checked RAV °' Wallace --Deecrtption SANITA~Y~UNEB T.B.IL 12671~ 0 Group) rnc . -STA 0+00 -STA 3+52 Cotton Spindle in a 12" Post oak Tree i: Engheers•Aldilecls • Plcners • ~ Field Book 156 Page 56 254.92 0 z -w NOTE OFFSET STATION DESCRFTION HUB GRADE CUTIFLL .. w °' 10'RT 1+00 Flol!r lne 6"' PVC . 2$3.50 239.75 c-13.75 ~ 10'RT 2+GO Flow nne a· PVC 252.ct'I 240.25 C-11.76 r ·r > 0 10'RT 3+00 IF1ow line s·· PVC 252.12 240.75 C-11 .37 l'I 0 .:o 10'LT 3+52 Manhole, Flow line in 251.71 241 .11 C-10.60 0 c: 't1 20'LT 3+52 r&nb~ Row Ille in -· .......... -~1 .~~ r .. -- 10'LT l+52 ..... ole, Flow lne in 251 .71 242.31 C-9.AO 20'LT 3+52 llanllole, Aow lne In 251.10 242.31 C-1.79 10'LT 3+52 llanhole, Flow Iln& out 251.71 241.01 C-10.70 20'LT 3+52 lllllnhole, Flow line out 251 .10 241.ct'I C-10.09 F-hl \11 ~ F--:i -:i hl m F-°' '° - F- F- F- F- F- F- F- 12671..r.IJT !kc;FWFR~ ---. ··~------ OC T . 17 '01 (TUE) 1 4 :3 0 WALLACE GROUP ';' 25 4 7 7 2 6 69 1 PAGE . 1/6 I _ ..... " ' The Wallace l/Jrl/ ~ jtJ /11 /Pi (J .. 12~(, ~ '' ·J.: .' Group, Inc. ': Engln~ • Arcn~ects • fll1annera • Surveyor1 FAX COVER SHEET DATE: 10117101 " I 'I !! # Of Pages Including Cover Sheet: B SUBJECT: Pebble CrHlc Phase OA FAX NUMBER: 979--76,f,.3489 TO: City of College Station FROM: Ryan Virden, P.E. ATTENTION: Sob Mo.fey, P.E. PROJECT NUMBER; 12671 REMARKS: I' Attachod, please find the cut sheets for the stonn sewer for Pebble Crecik Phase 9A. I realized today that our office had inadvertently sent this infonnation to the contractor without nlso forwarding it to your ,1 office to be distributed to the City lnspec~ors . For future cut sheets , we will send you copies at the same time we relense them to the contractor , If the City of College Station ha! a policy that the contractor mus t receive official cut sheets from Public j rks. plciasc let tne know, and we will only submit cut sheets to your office . I can be reached at 254-77219272 or rvirdeo@wallace-group .com. ii 8225 1,Central Park Drive , Suite 100 I P.O. aox 22007 ; Waco, Texas 76702 (2!54) 72-9272 -Fax (254) 776 -2924 The Information contained In this flcsil'T]lle is privileged and confidential . It Is Intended ONLY for the use of the individual or entity named above . J you heve received this transmission In error, notify The Wall•c• Group by telephone (colleOJ) and return the tr•nsmission to the above address. I I rage-. 01..s . Worlc Order 'fl 12671 Date October 8, 2001 ,,,~ Project PEBBLE CREEK 9-A Contractor YOUNG . WaHace Location COLLEGE STATION Released JEB Checked COG --Description STORM SEWER OFFSETS T.B .M. -Group, Inc. Englneetr • Afchlec!s • Pk:lvl8IS • Si.rv&yolS FleldBook 856 Page 35 NOlE OFFSET STATION DESCRIPTION HUB GRADE CUT/fill SYCAMORE RU.S OUTFALL LT18' 0+00 142"" RCP FLOUT 249.02 239.29 C-9.73 LT1tr D+50 42"'RCP 1A7.98 239.04 C-8-94 LT10• 1+00 :.tr CP 246.45 238.79 C-7.66 ---. ----···::: • --=~ '<L T""IO'"-. --~1+50 ··-~ -r4"' :1 .::p ·~~~~·-·---~-=~~------=--------------2'15:12 ----nu;,.--c:.----6 :58 . - LT10" 1+90.19 :.t2• CP ENDPIPE 24'3.19 238.34 C-4 .15 F: SYCAMORE HILLS RT10' 4+85.36 24.RCP 260.49 253.77 C-6.72 RT10' 5+54) 124• RCP 259.63 253.12 C-6.51 RT10" 6+00 l24'"RCP 259.Stl 252 .62 C-6.88 RT 10" 6+50 124.RCP 259.06 252.12 C-6.94 RT10' 7+00 124'" RCP 251.79 251.62 C-7 .17 RT10" 7+50 24-RCP 258.68 251.12 C· 7 .56 10'0INLET RT10" 7+71.29 24'"RCP F.L. IN 258.25 250.18 C-7.39 10"1NLET RT10' 7+73.79 1S-RCP F.LlN 258.15 250.16 C-7.39 10"1NLET RT10' 7+76.29 30"RCP F.L. OlJT 258.D4 250.36 C-7.68 F- JUNCTION BOX RT10' 8+36.79 30'"RCP F.LIN 257A9 249.71 " C-7.78 ' ----.----·---. •-'••·----· ·-·--. ·------~----·---·----------· -·---··-·-·· ·-----· -----------·-------------------------------------------- 0 - w 0 ~ r-r- )> 0 M () :xi 0 c: .,, Work Order "I 12671 ,,,:ne Project PEBBLE CREEK 9-A Location COLLEGE STATION Description STORll SEWER OFFSETS Group, Inc. Engineers• Alciilecls• lbnts" ~ Field Book 156 Page 35 NOTE OFFSET STATION DESCRIPTION JUNCTION BOX RT10" 8+39.29 ZT"RCP F.L IN JUNCTION BOX RT10' 8+41.79 JrRCP FLOUT RT10' 9+00 36'"RCP RT10' 9+50 36.RCP - '°"-...:....--:-: :..=,.._~ -=..=_. --=.-...:....:. ~;i-.to~ -----~10+00---._,. 36~.RCP ~~~ ~= ----------~-~-=-------·-·-.· RT10' 10+50 36.RCP 11' INLET RT 10" 10+86.29 36'"RCP F.LIN 10' INLET RT 10" 10+88.79 18" RCP FLIN 10' IMLET RT10" 1o+91.29 42" RCP F.LOlJT RT10" 11+50 l42'"RCP RT10" 12+00 142"' RCP PC RT10' 12+29.95 i42" RCP RT10' 12+50 l.trRCP RT10' 13+00 f,42• RCP RT10' 13+50 42'"RCP PT RT10' 14+.07.16 i42'"RCP END RT10' 14+72.05 4.Z-RCP 12671CUT1-!>TORU SEWE.R _xls Date Contractor R._ed JEB T.B.a HUB 257.G 251.48 256.74 256.22 255..71_ 254.90 . 254..48 254.45 254.4G 253.67 253.39 253.04 252.77 251.95 251.07 250.22 2..e.02 Oclober 8, 2001 YOUNG Checked CDG -- GRADE CUTIFIU 249.12 C-8.36 241.34 C-9.14 247.76 C-8.98 2.JTT .26 -8.96 246.76 . ·-8.95 -~ 246.26 ·-8.64 245.90 C-8.58 245."8 C-8.97 245..38 C-9.08 244.79 C-1.88 244.29 C-9.10 2AJ.99 ·c-9.05 243.79 C-8.98 243.29 C-1.66 242.79 C-8.21 242.21 C-8.01 241.57 C-7.45 F- F-. 0 ·o :-1 0 .... .... "" w 0 ·~ > ·r- r-> 0 l<I 0 ·:a 0 c:: .,, -------------~-~------~---~-~~--~----~--------- tlage ;s or ;s Work Order# 12671 ,,,The Project PEBBLE CREEK 9-A . Waflace Location COLLEGE STATION Description STORM SEWER OFFSETS Gr<q>, re. Engneers •Arclilecis • lblnert• ~ FieklBook 856 Page 35 NOTE OFFSET STATION DESCRIPTION 13• LATERAL TO INLET ON LEFT 11'1NLET RT10' 7+73.79 1S-RCP F.LRIGHT tO' INLET T 10' 7+73.79 18"RCP F.L LFFT ~ ...:.-:-·---~----=--=---·-· ~ ~·-·---·-~-.... -·---....... ~-----_...._..,.._..._ ...... ::.. .. ----····~-..---~-----.. --· ..•.. ,. .. , 18"' LATERAL TO INLET ON LEFT 10" INLET RT10' 10+88.79 18 .. RCP F.L.RJGHT 10'1NLET LT 10· 10+88.79 18'"RCP F.LOUT ------------------------- Date Contractor Released JEB T.8.11. HUB - 251-25 258..25 ==--=-- 254.45 254.70 ' Oclober I , 2001 YOUNG Checked CDG -- GRADE CUT/F~ F- 2.50..86 C-7 .39 251 .16 c.. 7.D9 -~·-F----=---= 246.18 C-8.27 245.88 C-8.82 F- F- F- F- F- F- F- f. f. f. f. 0 0 '.-I 0 - w - ~ r r > 0 M 0 :u 0 c: 'ti ,,,:oce Group, fnc. £r9leers • M:Nlects. P1amers. Stneyo13 NOTE OFFSET STATION 1D"INLET RT10" 0+4t 10" JNl..£T RT10' l>t-43.51 10'1NLET LT10' 0+43.51 10'•L£T LT1Q' Gt-46 --·~· Pc LT10' 1~1a LT10' t+SO LT10' 1-t-75 PLUG LT10' 1+89.88 10-INlET LT1G' 6+58.31 LT10' 7-tOO LT10' 7+50 LT10' 8+00 LT10' 1+50 10'91LET LT10' &+03.49 10" INLET LT10' 9+05.99 45BEND LT10' 6+21.56 Page1 ef4 WOllOnler# 12671 Date October 8, 2001 Project PEBBLE CREEK 9-A Contractor YOUNG Location COLLEGE STATION Released COG Checked JEB . OeacrlpUon STORM SEWER OFFSETS TB.M~ -- F1eldBook 856 Page 35 DESCRIPTION HUB GRADE CUTIFlLL CROOKED STICK 12T'RCP LATERAL F.L. RIGHt 257..21-249.72 C-7.48 2IRCP LATERAL F.LLEFT '157.38 249.82 C-7.56 ""'' n. ... P FL our 25&.09 2S0.15 C-7.94 zrRCP F.l.IN 251.JW 250.25 C-7.59 ~ --------~· < ---------..,__I'== 2T"RCP 257.76 250.64 C-7.12 27"RCP 251.11-250.89 C-6.89 27"RCP 258.17 251.04 C-7.13 27'"RCP 257.76 251.13 C-6.63 F- PLUM HOLLOW ' 24'"RCP F.L. OUT 257.31 251.10 C-6.28 !24" RCP 257A3 250.56 C-6.17 24"RCP 257.81 249.91 c.. 7.90 24• RCP m:n 249.26 C-8.01 2.rRCP 256.52 248.61 C-7.91 2.C-RCP F.LIN 255.74 247.85 C-7.89 JO"RCP F.LOUT 255.83 247.35 C-8.48 F- CONGRESSIONAL 30.RCP 255.26 246.98 C-8.28 A_.. _ _. n• .,......,. ~"'Pl"ll-1'"\a ~ 11"..-.a.r-r"'\ -.. a ... ~~--~~~~~~~~~~~~~~~ 0 0 ~ 0 - w - ~ r r > 0 t<I 0 :xi 0 c: .,, ' ,,,TIE Wal ace GJoup, Inc. fng'neefs • A.rctllects • Acllners • ~ NOTE OFFSET STATION LT10' &+50 LT10' 7+08 LT10' 7+50 LT10' &+00 10' INLET l T 10' 8+30.15 ---, 1o•'fNLEt -·=~· '~-=t-'l1r" 11+32:65"~~ 46BEND LT 10"BK 8+32.65 41BEND RT 10" 8+42.65 1e· JNLET RT10"· 8+77 . 10' lNLET RT10' 8+79.50 JUNCTION BOX LT10" 8+89.48 JUNCTION BOX LT10' 8+89.48 .JUNCTION BOX LT10' 8+89.48 1~1NLET LT10' 9+22..15 10'1NlET LT10' 9+19.34 LT10' 9+50 LT10' 9+75 PT LT10' 10+06..28 LT10' 10+50 . -~--· .. WOltl Order# 12671 Date 0cto1Jer a. 2001 Protect PEBBLE CREEK 9-A Contractor YOUNG Location COLLEGE STATION Released CDG Checked JEB --Description STORll SEWER OFFSETS T.B.M: Field Book 856 Page 35 DESCRIPTION 1-AJB GRADE CUTIFl..L 31• RCP 25S.04 246.70 C-8.34 JO'"RCP 254.17 246.20 C-7.!J7 30"' RCP 253.51 24i.70 C-6.81 ~·Rep· 252.78 245.21 C-7.51 30•RCP F.L.IN 252.30 244.76 C-7.54 rRCP~,=~~~-~FX-:tn.1 -~~~=----. ------252:86 ---244.a -c. a.a~ 30"RCP 252.13 244A5 C-7.68 -WRCP 251.71 244.31 C-7.AO 30"RCP F.LIN 251.12 243.19 C-7.93 30"RCP F.LIN 251.57 2"4.19 C-7.38 18" RCP F.LIN . 25.2.34 244.97 C-7.37 ~CP f.l.OUT 252.58 243.92 C-8.66 30'"RCP F.L IN 252.50 245.07 C-7.43 11" RCP f.LOUT 252A7 245.26 C-7.21 F- PlNEVALLEY 18" RCP F.LOUT 262.18 258..29 C-3 .19 18" RCP 261..25 257.32 C-3.93 1rRCP 261.19 256.62 C-4.57 18" RCP 261.32 255.&8 C-4.G4 1rRCP 260.40 254..37 C-6.03 ·--------·--·--·--------------·----··-----·-·· 0 - w - ~ r--r--> 0 t"I 0 :11 0 c:: .,, .,, > 0 !" (J\ ' ID WorkOnler# 12671 ,,,~ Project PEBBLE CREEK M . Waflace locatioll COL.LEGE STATION Description STORM SEWER OFFSETS · Gr~. Inc. Englneels ahctfec1s • Pknas • Suveyoq Field Book 156 Page 35 NOTE OFFSET STATION DESCRIPTION LT10' 11+00 18"RCP LT10' 11+50 18"RCP LT10· 12.+oo 1B'"RCP LT10• 12+50 11B"'RCP 10'1Nl.ET LT10" 12+73.87 1r RCP F.L. IN ~ ~=,:-~10-1 Nl.E'T~~,~ ~=cr-,o----·-1~~ r,Jt -RCP -~~-~~o~< -'~F:t~=r. c .. < =~:'-'•J LTtO' 13+50 !30" RCP LT10• 14+GO 30•RCP LT10' 14+50 30'"RCP 10-INLET LT11Y 14+76.97 WRCP F.L. IN 11YINLET LT10" 14+81.97 ~"RCP F.L. OUT 18'" LATERAL TO INLET ON RIGHT 10' INLET . LT10' 12+7&.37 18'"RCP F.LLEFT 10'1NLET RT 10" 12+76.37 18"RCP F.L .RIGHT 11" LATERAL TO INLET ON RIGHT 10'fNLET LT10" 14+79.47 l30"' RCP F.L. LEFT 10"1NLET RT11' 14+79.47 1S-RCP F.LRIGHT CONGRESSIONAL OUTFALL ·--·--.. ·--------· Date Contractor Released COG T.B.M : · HUB 259.33 258.03 257.30 256.58 256.49 ----=--·-~-· . , ·256.'14 254.IO 254.32 254.68 253.27 ; 253.ts 255.93 255.68 253.20 253.34 October 8, 2801 YOUNG Checked JEB -- GRADE CUT/FILL 252.87 C-6.46 251..37 C-6.66 249.87 C-7.C 248.37 C-1.21 247.50 "' 1.99 .;- -'U6:50 C:'-9.64 · 246.13 C-1.67 245.18 C-8.44 245.63 C-9.0S 245.48 C-7.79 245..38 C-7.ffT F- 247.50 C-8.43 247.80 C-7.81 246.50 C-6.70 2A6.IO C-6.54 F- ; 0 0 ~ 0 ~ 'U > 0 !'I -..;i ' Q) ' ,,,~allce Group, Inc. EnghM!rs•ArcNeds. Fblnels• ~ NOTE OFFSET STATION 10' INLET lT10' 0+01..54 RT 10" 0+50 RT1D' 1+00 RT1tr 1+50 FlT 10--2+IO ---. -::...-..:...::... --r :-w---2+5o ---- R.T 10" 3+GO RT10' 3+50 RT10" 4+00 RT10' 4+27.39 --. ---------------~ ----------- rayc .. u1-. WortOnferf. t2671 Date October I. 2001 Project PEBBLE CREEK 9--A . Contractor YOUNG Location COLLEGE STATION Released COG Checked JEB --Descrtption STORM SEWER OFFSETS T.B.M. FieldBoolc 856 Page 35 : DESCRIPTION HUB GRADE CUT IF LL 42"' RCP FLOUT 251.75 242.81 C-8.95 :.a"RCP -250.3t 242.30 C-8.01 42.RCP 249.31 241.78 C-7.53 ~RCP 2.a.&0 241.2G C-7.34 f.t2"' RCP 247.18 240.74 C-6.44 • ~~p~----~-------------~ ----246.05 -240.22 ---c-----5.:BJ 4TRCP 244.IO 239.70 c.. 5.10 i-4T RCP 244.11 239.18 C-4.93 14TRCP 243.84 231.66 C-5.18 142.RCP END PIPE 244JJ5 231.34 C-5.71 F- F- F- F- F- F- F- F- F- F- ; F- ---------------------------------------- 0 n -~ 0 - 'ti > 0 !"' Q) ' Q) DEV ELO PMENT PER MIT PERMIT NO . 01-00100021 Project: DP-PEBBLE CREEK PH 9A FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: PEBBLE CREEK PH 9A DATE OF ISSUE: OWNER: PEBBLE CREEK DEVELOPMENT CO DAVIS YOUNG 979 I 690 0992 SITE ADDRESS: 5201 ST ANDREWS DR DRAINAGE BASIN: Alum Creek VALID FOR 12 MONTHS CONTRACTOR: Young TYPE OF DEVELOPMENT: Full Development Permit SPECIAL CONDITIONS: All construction must be in compliance with the approved construction plans All trees must be barricaded, as shown on plans, prior to any construction . Any trees not barricaded will not count towards landscaping points . Barricades must be 1' per caliper inch of the tree diameter. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite, it is the contractors responsibility to implement measures that will meet City, State and Federal requirements. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state . The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development of an area outside the special flood hazard area . All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit ap · · tion for the above named project and all of the codes and ordinances of the City of College Station that ly . ~tor/Re~resentative l ~ /' -- Owner/AgenUContractor Date ( o--<?'-'O \ Date t/Y~· f;v)P1(J . / ~.v /Oji ~ ({'1 CITY INFRASTRUCTURE INSPECTION NOTICE C.OLLEGE STATION Date : 10/09/01 To : @ Bob Mosley D Diane Broadhurst From: Deborah Grace RE: £-bloLCa,\L Location : ~blic Water Lines/Fire Hydrants ~lie Sanitary Sewer Li:}Public Storm Sewer ~icStreets D Public Detention Facility 4-f..- D Driveway Connection to Public Street D Private Construction within easement D No Inspection Required Comments : j :\pztext\pz05474 .doc ( 0) ( 0) [6'Engineer's Estimates Attached ~nstruction Plans Attached ( 2-. ~ ) D Site Plan Attached Gt:: DP DEVELOP MEN T PERMIT PERMIT NO . 01-00100021 Project: DP-PEBBLE CREEK PH 9A FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: PEBBLE CREEK PH 9A DATE OF ISSUE: OWNER: PEBBLE CREEK DEVELOPMENT CO DAVIS YOUNG 979 I 690 0992 SITE ADDRESS: 5201 ST ANDREWS DR DRAINAGE BASIN: Alum Creek VALID FOR 12 MONTHS CONTRACTOR: Young TYPE OF DEVELOPMENT: Full Development Permit SPECIAL CONDITIONS: All construction must be in compliance with the approved construction plans All trees must be barricaded, as shown on plans , prior to any construction . Any trees not barricaded will not count towards landscaping points. Barricades must be 1' per caliper inch of the tree diameter. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction s ite in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria . If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite , it is the contractors responsibility to implement measures that will meet City, State and Federal requirements . The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its origina l condition , placement and state . The Owner and/or Contractor shall be responsible for any damage to adjacent properties , city streets or infrastructure due to heavy machinery and/or equipment as well as erosion , siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin . In accordance with Chapter 13 of the Code of Ordinances of the City of College Station , measures shall be taken to insure that debris from construction , erosion , and sedimentation shall not be deposited in city streets , or existing drainage facilities. I hereby grant this permit for development of an area outside the special flood hazard area . All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit ap · · tion for the above named project and all of the codes and ordinances of the City of College Station that ly . Owner/Agent/Contractor Date (o--<?-0\ Date --* R.,.f.~,~~-e,l.v '"-J.ld.. +,, c..V O ·,..,-·~-··· )re.-: ... _•, c ~ ')(f'O,,...:--·_p 'c-,.-: •. ~ 9-2-9-0 ! PEBBLE CREEK DEVELO PMENT PEBBLE CRE E K PHASE 9A (42 L O TS) EN GI ~E ER'S OPI NIO N O F PROBABLE COST Decemb er 14 , 2000 Item Description Unit Q uantity Unit Price Amount 1.00 Ge n e ral R eq uire m ents 1.01 Mobilization LS $ 10 ,000.00 $ 10,000.00 1.02 Trench Safety Plan LS $ 2 ,500.00 $ 2 ,500 .00 S ubtotal G e n eral R equir e m e nts $ 12,500 .00 2 .00 Stree t Improv e m ents 2.0 1 Excavat ion CY 7,423 $ 5.00 $ 37,115.00 2.02 6" Cement Stabilized Base SY 7,534 $ 5.50 $ 41,437.00 2 .03 8" Cement Stabilized Base SY 1,569 $ 6.90 $ 10,826 .10 2 .04 1-1 /2" H .M .A.C. SY 9, 103 $ 3 .50 $ 31,860.50 2.05 6" Lime Stabilized Subgrade SY 11 , 134 $ 2 .00 $ 22 ,268.00 2 .06 Hydrate d L ime 28 #/SY T ON 156 $ 90.00 $ 14,040 .00 2.07 Standard Curb and G utter LF 493 $ 8.00 $ 3,944 .00 2 .08 Laydown Curb and Gutter L F 2 ,82 5 $ 8.00 $ 22,600.00 2 .09 6' Sidewal ks SF 19,522 $ 4.00 $ 78,088.00 2.10 8" Concrete Fillet SF 392 $ 4.00 $ 1,568 .00 2 .1 1 Wheelc h air Ramps EA 8 $ 500 .00 $ 4 ,000.00 2.12 Clearing and Grubb ing ACRE 3.8 $ 2 ,500 .00 $ 9,500.00 Subtotal Stree t Impro ve m ents $ 277 ,246.60 3.00 \Yat e r Improve m ents 3 .01 6" C -900 Waterline L F 1,760 $ 17.00 $ 29,920.00 3.02 8" C -900 Waterline LF 1,460 $ 19 .00 $ 27,740.00 3.03 6" x 8 " T ee EA 2 $ 350.00 $ 700.00 3.04 6" Gate Valves EA 4 $ 600 .00 $ 2,400.00 3.05 8" Gate Va lves EA 6 $ 800 .00 $ 4,800.00 3 .06 8" x 8" Cro ss EA 1 $ 400 .00 $ 400 .00 3.07 8" x 6" Cross EA 1 $ 400.00 $ 400.00 3.08 8" Cap Tapped for B low-off Valve EA 3 s 425.00 $ 1,275 .00 3 .09 6" Cap Tapped for Blow-off Valve EA 6 $ 4 00.00 s 2 ,4 00 .00 3 .10 2" Temporary Blow-off Valve EA 4 $ 400.00 s 1,60 0.00 3 .11 Wet Connection EA 4 $ 400 .00 $ 1,600 .00 ~ 3.12 Single Water Service EA 4 $ 450.00 $ 1,800 .00 3.13 Double Water Service EA 20 $ 500.00 $ 10,000 .00 3 .14 Fire Hydrant Assembly EA 4 $ 2,000.00 $ 8,000.00 Subtotal \Vater Improvements $ 93,035.00 4.00 Sanitary Sewer Improvements 4.01 6 " SDR 26 P V C Sanitary Sewer Line LF 3 ,665 $ 18 .00 s 65 ,970 .00 4 .02 8" SOR 26 P VC Sanital)· Se wer Line LF 440 $ 20.0 0 $ 8,8 00 .00 4 .03 4' D ia meter M anhole EA 11 $ 1,750.00 $ 19 ,250.00 4 .04 B ui ld 4 ' Diameter Manhole over Existing San itary Se\ver EA l $ 2,000.0 0 $ 2 ,00 0 .00 4.05 4" D ia meter S anitary Se we r Service (Single) EA 2 $ 450 .0 0 $ 900.00 4 .06 4 '' Di ameter Sanitary Se\ver Service (Double) EA 20 $ 700 .00 $ 14 ,000 .00 4.07 Cleanout EA 5 $ 500 .00 $ 2 ,500 .00 4.0 8 Tre nch Safety Implementat ion LF 4 , 105 s 2.00 $ 8 ,210 .00 Subtotal Sanitary Sewer Improvements $ 121 ,630 .00 5.00 Drainage Improvements 5.01 18 " RCP LF 392 s 30 .00 $ 11 ,760.00 5 .02 24" RCP LF 1,390 $ 40 .00 $ 55 ,600 .00 5 .03 3 0" RCP LF 415 $ 50 .00 $ 20 ,750 .00 5 .04 4 2 " RCP LF 265 $ 75.00 $ 19 ,875.00 5 .05 1 O' Inlet EA 10 $ 2,500.00 $ 25 ,000 .00 5.06 Junction Box EA 4 $ 4,000 .00 $ 16 ,000 .00 5 .07 Re info rced Conc rete Headwall for 42 " RCP EA $ l,500 .00 $ 1,500 .00 5 .0 8 Trench Safe ty Implementation LF 2 ,070 $ 2 .00 $ 4 , 140 .00 5.09 Ditc h Grading LF 50 $ 12 .00 $ 600.00 Subtotal Drainage Improvements $ 155,225.00 Total Con s tru ct ion Cost $ 659 ,636.60 Contin g en c ies (10 %) $ 65,963 .66 TOTAL PROJECT COST $ 725,600.26 . -~Lplu Spencer J. Buchanan Associates, Inc.~ (979) 822-3767 ~ Post Office Box 672 Bryan, TX 77806-0672 3 il! l o CITY OF COLLEGE STAT ION PO BOX 9973 COLLEGE STATION, TX 77842-0960 Project: VERNON WRIGHT PEBBLE CREEK SUB DIVISI O PHASE 9A MiGsy Invoice Date Invoice# 6110/2002 207 14 P .O. No . Terms Due Date Project No .: Unit 2 CONTRACT Net30 Description 5/31 /02 COMPRESS IV E STRENGTH OF CYLINDR ICAL CO CRETE SPECIMENS T hank yo u for yo ur bu s in ess. A late c harge of 1.5% per month ( 18% per annum) will be applied to all accounts over 90 days . 7/10/2002 020032 Rate Amount 10.00 20.00 Invoice Total $20 .00 ' D D [gJ D D D D D D SPENCER J. BUCHANAN ASSOCIATES, INC . Consulting En~ineers Geotechnical • Materials • Civil Design • Consulting Bryan, Texas 206 North Sims Street, 77803/P.O. Box 672 , 77806/(979) 822-3767 Letter of Transmittal TO: MR VERNON WRIGHT CITY OF CO L LEGE STATION POST OFFICE BOX 9960 COLLEGE STATION TEXAS 77842-0960 PROJECT: Pebble Creek Subdivision , Phase 9A SJB Project No. 020032 Pf fi d th f ff . d . d " t d ease 1n e o owing items enc ose as in 1ca e : ITEM IN-PLACE DENSITY TEST RE SUL TS IN-PLACE DENSITY LOCATION PLAN CONCRETE REPORT THICKNESS TESTS OF ASPHAL TIC CONCRETE PAVEMENT CORES OPTIMUM MOISTURE/DENSITY RELATIONSHIP SOIL CEMENT TEST REPORT TEX-120-E DENSITY TEST OF ASPHAL TIC CONCRETE CORES LIME TREATED SUBGRADE DEPTH TEST STIFFNESS DETERMINATION S igned : ---=W,'--=--_il--"'-'-'~"--~J -&vtd--=-"~~·:...>..J----- Rebecca Garcia REMARKS : c c : June 3, 200 2 COPIES 1 PAGES 1 DATED 5/31/02 ) SPENCER J. BUCHANAN ASSOCIATES, INC . Consulting Eng ineers Bryan , Texas 206 N. Sims , 77803 /P.O. Box 672, 77806 / (979) 822-3767 CONCRETE REPORT CLIENT: CITY OF COLLEGE STATION SJB PROJECT NO : PROJECT : Pebble Creek, Pha se 9A FIELD INFORMATION : CONTRACTOR: SUPPLIER: DATE SAMPLED: SAMPLED BY: TIME SAMPLED : WEATHER: SLUMP (in.): AIR CONTENT: CONCRETE TEMP : CYLINDERS CAST: Young Contractors Young Ready Mix 05102102 M .Thomas 1:55 p.m. Sunny 6 Y, 92 ° 3 TYPE MIX: TRUCK!TICKET NO.: 3 ,000 ps i 98/02056 TRUCK ARRIVAL TIME : 1 :45 p .m . WATER ADDED : 5 gallo ns PLACEMENT LOCATION : Co ngression al Drive, left s ide, Lot 28 FIELD DATA REPORTED TO : REMARKS: LABO RA TORY TEST RES UL TS : 02003 2 FIELD DATE AGE TOTAL LOAD COMPRESSIVE NUMBER TESTED (DAYS) (lbs) STRENGTH (psi) 1A 05109102 7 79 ,550 2 ,810 18 05130 102 28 102,961 3 ,640 1C 05 /30 /02 28 170,805 6 ,040 Unless otherwise stated. length of cylinder is within ASTM tolerance wi th nominal cyl inde r size 6" dia x 12· (cross-sectional area of 28 .27 sq in .). Submitted By: SPENCER J . BUCHANAN ASSOCIATES, INC. May 10, 2002 May 31 , 2002 t ( The Wallace Group , Inc. Engin e e rs • Ar chitects • Planners • Surve y d-\ o rs 8225 Central Park Drive , Suite I 00 P.O. Box 22007 Waco , Texas 76702-2007 (254) 772-9272 FAX (254) 776-2924 LETTER OF TRA NSMITTAL To: City of Co ll ege Station Attn : Ted Mayo, P .E ~ //-/~ r From: Ryan Virden , P.E. Project: Pebble Creek Phase 9A Project No .: 12671 Date: 11/9/01 Pages : cc: file Enclosed Please Find The Following For Your Use: Cop ies Dated 1119/01 s Remarks : As req~ested , we are sending you the engine Phase 9A. Please call with any questions. REVIEWED FO R C<l~J1 P t_ f ~ f\JCE NOV 2 1 2001 COLLEGE STArtOI\/ ENGINEEA D escrip tion ealed Cost Estimate er's opinion of probable cost for Pebble Creek - A F.M. YOUNG PEBBLE CREEK PHASE 9A ENGINEER'S OPINIO N OF PROBABLE COST November 9, 2001 Item Description Unit Quantity Unit Price Amount Streetwork (1) Excavation CY 9641 $ 3.50 $ 33,743.50 (2) 6" Cement Stabilized Base SY 9218 $ 5.10 $ 47,011.80 (3) 8" Cement Stabilized Base SY 2442 $ 6.90 $ 16,849.80 (4) 1.5" Hotmix SY 9218 $ 3.30 $ 30,419.40 (5) 2" Hotmix SY 2442 $ 4.50 $ 10,989.00 (6) 6" Lime Subgrade SY 13933 $ 1.40 $ 19,506.20 (7) Lime @ 35 lb/SY TN 244 $ 79 .55 $ 19,410.20 (8) Standard Curb & Gutter LF 907 $ 6.50 $ 5,895.50 (9) Laydown Curb & Gutter LF 5853 $ 6.50 $ 38,044.50 (10) 6' Sidewalk SF 24512 $ 2.25 $ 55,152 .00 (11) 8" Concrete Fillet SF 2973 $ 3 .70 $ 11,000.10 (12) Wheelchair Ramps EA 13 $ 415.00 $ 5,395.00 (13) Clearing & Grubbing AC 7.5 $ 2,700.00 $ 20,250.00 (14) Demo Asphalt Turnaround EA 2 $ 45 0 .00 $ 900 .00 Subtotal Street Improvements $ 314,567 .00 Waterline (15) 6" C-900 Waterline LF 3,480 $ 13.90 $ 48,372.00 (16) 8" C-900 Waterline LF 300 $ 15.25 $ 4,575.00 (17) 6x6MJTee EA 3 $ 162 .00 $ 486.00 (18) 6" MJ 45 Bend EA 18 $ 140 .00 $ 2,520 .00 (19) 6" Gate Valve EA 15 $ 390.00 $ 5,850.00 (20) 8" Gate Valve EA 2 $ 500.00 $ 1,000.00 ~~~~1 t;@~o FOR EA 2 $ 250.00 $ 500.00 EA 1 $ 280.00 $ 280.00 (13) CQ~1Jii>~J/t:~Jti'Ji EA 10 $ 93.00 $ 930.00 (24) 8~~llordfilliPling EA 1 $ 115.00 $ 115.00 COLLEGE S"IA i 10i'J E N G I NEER I N~ . . I (25) Blow O ff Assemblys EA 5 $ 35 0 .0 0 $ 1,75 0.0 0 (26) Wet Connection EA . 3 $ 4 60 .0 0 $ 1,380.00 (27) Single Water Service EA 8 $ 460 .0 0 $ 3 ,68 0 .00 (28) Double Water Service EA 17 $ 600.00 $ 10 ,200.00 (29) Fire Hydrant Assembly EA 2 $ 1,825.00 $ 3,650.00 Waterlin e Subt otal $ 85 ,288 .00 Sanitary Sewer (3 0) 6" SDR 26 Sewer LF 4 ,372 $ 23 .20 $ 101 ,430.40 (31) 6" DIP w/ C oncrete Encasement LF 40 $' 37 .00 $ 1,480 .00 (32) Compacted Gravel Backfill CY 135 $ 32 .0 0 $ 4 ,320.00 (33) 4' Dia . Drop Manhole EA 2 $ 3,470 .00 $ 6,940 .00 (34) 4' Dia. Manhole EA 17 $ 1,825 .00 $ 31 ,025.00 (35) Tie Into Existing Manhole EA 1 $ 690 .00 $ 690.00 (36) Clean Out EA 1 $ 320 .00 $ 32 0 .00 (37) 4" Sin g le Sewer Service EA 14 $ 4 15.00 $ 5 ,81 0.00 (38) 6 " D ouble Sewer Service EA 14 $ 6 90 .00 $ 9,660 .00 (39) Trench Safety LF 4 ,372 $ 0 .90 $ 3,934 .80 Sanitary Sewer Subt otal $ 165,61 0.20 Str om Drainage (40) 18" RCP LF 384 $ 27 .75 $ 10 ,656 .00 (41) 24" RCP LF 53 0 $ 32.40 $ 17,172 .0 0 (42) 27" RCP LF 194 $ 35.20 $ 6 ,828.80 (43) 30" RCP LF 636 $ 4 0 .75 $ 25 ,91 7.0 0 (44) 36" RCP LF 244 $ 50 .00 $ 12 ,200 .00 (45) 42" RCP LF 996 $ 6 8.50 $ 68 ,226 .00 (46) 30" 45 Degree Bends EA 3 $ 415 .00 $ 1,245.00 (47) 10' Inlet EA 19 $ 2,915 .00 $ 55 ,385 .00 (48) Junction Box EA 2 $ 3,1 00 .00 $ 6 ,200.00 (49) 42" C oncrete Headwall EA 2 $ 2 ,800.00 $ 5 ,60 0 .00 R&v'~MID> FOR SY 116 $ 23.00 $ 2 ,668 .00 _,,,,,~,, total _.,,"\E. ?F 1 (2 ~\ $ 212,097 .80 N dq ta~ lo~6'0'ftion Cost 11' 0 JI' •• cS' ., $ 777,563.00 '* I tr-\ * 1. j! f. I• •*l ~.! •. .,.<t 00:>••';;' .. , ...... -....... 2. ~·" l GEOR GE E WW<ER. JR J COLLEG E STAT ION J.. ... \ ....................... g ... it ~ J,. ''1i \ 65360 /tf i! p. .. _..., 'ENGINEERIN~ ~o·B~ ~~ ~ ~~··.!i'i S TE.~ •• .-0, ~ S,s ......... ~~ ,,~~ . . , The Wallace Group, Inc. Engineers • Architects • Planners • Surveyors 8225 Central Park Drive , Suite 100 P.O. Box 22007 Waco , Texas 76702-2007 (254) 772-9272 FAX (254) 776-2924 LETTER OF TRANSMITTAL To: City of College Station Attn: Ted Mayo, P .E ~ /H~/ From: Ryan Virden , P.E . Project: Pebble Creek Phase 9A Project No .: 12671 Date : 11/9/01 Pages: cc: file Enclosed Please Find The Following For Your Use: Copies Dated Description I 11/9/01 Sealed Cost Estimate Remarks: As requested, we are sending you the engineer's opinion of probable cost for Pebble Creek Phase 9A. Please call with any questions. · ... REVIEWED FOR cn~11 PL I l\ ~lr'.F .... J ,._ NOV 2 1 2001 COLLEGE S"iAT/Oi\J ENG/NEER/NG ~ (25) Blow O ff Assemblys EA 5 $ 35 0 .00 $ 1,75 0 .00 (26) Wet Connection EA . 3 $ 460.00 $ 1,380.00 (27) Single Water Service EA 8 $ 460.00 $ 3,680 .00 (28) D ouble Water Service EA 17 $ 600.00 $ 10,200.00 (29) Fire Hydrant Assembly EA 2 $ 1,825.00 $ 3,650.00 W a terlin e Subt otal $ 85,288 .0 0 Sanitar y Sewer (30) 6" SDR 26 Sewer LF 4,372 $ 23 .20 $ 101,430.40 (31) 6" D IP w/ C oncrete Encasement LF 40 $' 37.00 $ 1,480.00 (32) Compacted Gravel Backfill CY 135 $ 32.00 $ 4,320.00 (33) 4' Dia. Drop Manhole EA 2 $ 3,470.00 $ 6,940.00 (34) 4' Dia. Manhole EA 17 $ 1,825.00 $ 31,025 .00 (35) Tie Into Existing Manhole EA 1 $ 690.00 $ 690 .00 (36) Clean Out EA 1 $ 320 .00 $ 320.00 (37) 4" Single Sewer Service EA 14 $ 415.00 $ 5,81 0 .00 (38) 6" Double Sewer Service EA 14 $ 690 .00 $ 9,660 .00 (39) Trench Safety LF 4,372 $ 0 .90 $ 3,934.80 Sanitary Sewer Subtotal $ 165,6 10.20 Strom Dr ain age (40) 18" RCP LF 384 $ 27.75 $ 10,656.00 (41) 24" RCP LF 53 0 $ 32.40 $ 11,112.00 (42) 27 " RCP LF 194 $ 35.20 $ 6,828.80 (43) 30" RCP LF 636 $ 4 0 .75 $ 25,917.00 (44) 36" RCP LF 244 $ 50.00 $ 12,200 .00 (45) 42 " RCP LF 996 $ 68.50 $ 68,226.00 (46) 30" 45 Degree Bends EA 3 $ 415.00 $ 1,245.0 0 (47) 10' Inlet EA 19 $ 2,915.00 $ 55,385 .00 (48) Junct ion B ox EA 2 $ 3,1 00 .00 $ 6,2 00 .00 (49) 42 " Concrete Headwall EA 2 $ 2,800 .00 $ 5,600.00 R&V PeM©> FOR SY 116 $ 23.00 $ 2,668 .00 _,'ct.,,,~,, t otal -°"-{,,'C.. ?F 1f2 -~' $ 212,097.80 Nd~ta~ Io~(J'O'f tion Cost pC,./f'~ •• 01 0 $ 777,563 .00 , l ~-... * ,,. * f. I• • ~ I!• p . <* ~··· • ., • .,Cl.::t ........ , ••••• -----.JJl 8 .. ~ GEOR GE E. WW\EH. J J COLLEG E STAT IO N ~ ... \ ........................ ~ ... 'l ~ /,. '~ \ 65360 /$~ p, ~-, ENGINE E RIN~ Wf O•fY1e ~~ (<"'•,PI S TE<'..'~ ~ Ss ......... • ~ ,,~~:~~-. ··.' ~-'1 DEVELOPMENT PERMIT PERMIT NO . 01-00100021 Project: DP-PEBBLE CREEK PH 9A COlllGl STATION FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: PEBBLE CREEK PH 9A DA TE OF ISSUE: OWNER: PEBBLE CREEK DEVELOPMENT CO DAVIS YOUNG 979 ' 690 0992 SITE ADDRESS: 5201 ST ANDREWS DR DRAINAGE BASIN: Alum Creek VALID FOR 12 MONTHS CONTRACTOR: Young TYPE OF DEVELOPMENT: Full Development Permit SPECIAL CONDITIONS: All construct ion must be in compliance with the approved construction plans All trees must be barricaded , as shown on plans , prior to any construction . Any trees not barricaded will not count towards landscaping points . Barricades must be 1' per caliper inch of the tree diameter. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria . If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite , it is the contractors responsibility to implement measures that will meet City , State and Federal requirements. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition , placement and state . The Owner and/or Contractor shall be responsible for any damage to adjacent properties , city streets or infrastructure due to heavy machinery and/or equipment as well as erosion , siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin . In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construct ion , erosion , and sedimentation shall not be deposited in city streets , or existing drainage facilities . I hereby grant this permit for development of an area outside the special flood hazard area . All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit ap · · tion for the above named project and all of the codes and ordinances of the City of College Station that ly . Owner/ Agent/Contractor Date [I!)--<?-e \ Date ._.A-R<Z.L"""',.--...c -fa 1 v~,,,lQ -b,,,.Q a.sJ.--_J ___ J~c:-.1.,,.,._ Of~.pfa~. ~ 9-2-9-0 I PEBBLE CREEK DEVELOPMENT PEBBLE CREEK PHASE 9A (42 LOTS) ENGINEER'S OPINION OF PROBABLE COST December 14, 2000 Item Descript ion Unit Quanti ty Unit Price Amount 1.00 General Requirements 1.01 Mobilization LS 1 $ 10 ,000.00 $ 10,000.00 1.02 Trench Safety Pl an LS 1 $ 2 ,500.00 $ 2,500.00 Subtotal General Requirements $ 12,500.00 2.00 Street Improvements 2.01 Excavation CY 7,423 $ 5.00 $ 37,115.00 2.02 6" Cement Stabilized Base SY 7,534 $ 5.50 $ 41 ,437.00 2.03 8" Cement Stabilized Base SY 1,569 $ 6.90 $ 10,826.10 2.04 1-1 /2" H .M .A.C. SY 9 ,103 $ 3.50 $ 31,860.50 2.05 6 11 Lime Stabilized Subgrade SY 11 , 134 $ 2.00 $ 22 ,268.00 2.06 Hydrated Lime 28#/SY TON 156 $ 90.00 $ 14,040.00 2.07 Standard Curb and Gutter LF 493 $ 8.00 $ 3,944.00 2.08 Laydown Curb and Gutter LF 2,825 $ 8.00 $ 22 ,600.00 2 .09 6' Sidewalks SF 19 ,522 $ 4.00 $ 78 ,088.00 2.10 8" Concrete Fillet SF 392 $ 4.00 $ 1,568.00 2 .11 Wheelc hair Ramps EA 8 $ 500 .00 $ 4,000.00 2.12 Clearing and Grubbing ACRE 3.8 $ 2,500.00 $ 9,500.00 Subtotal Street Improvements $ 277,246.60 3.00 \Yater Improvements 3.01 6" C-900 Waterline LF 1,760 $ 17 .00 $ 29,920.00 3.02 8" C -900 Waterline LF 1,460 $ 19 .00 $ 27 ,740.00 3.03 6" x 8" Tee EA 2 $ 350.00 $ 700.00 3.04 611 Gate Valves EA 4 $ 600.00 $ 2,400.00 3.05 8" Gate Val ves EA 6 $ 800.00 $ 4,800.00 3.06 8" x 8" Cross EA 1 $ 400 .0 0 $ 400.00 3 .07 8 " x 6" Cross EA 1 $ 400 .00 $ 400.00 3.08 8" C a p Tapp ed for Blow-off Valve EA 3 s 425.00 $ 1,275.00 3.09 6" Cap Tapped for Blo w-off Valve EA 6 $ 400.00 s 2 ,400 .00 3.10 2" Temporary Blow-off Valve EA 4 $ 400.00 $ 1,600.00 3 .11 Wet Connection EA 4 $ 400 .0 0 $ 1,600.00 -------------- .·, ( 3.12 S ingle Water Service EA 4 $ 450.00 $ 1,800.00 3.13 Double Water Service EA 20 $ 500.00 $ 10 ,00 0 .00 3 .14 F ire Hydrant Assembly EA 4 $ 2,000.00 $ 8,000.00 Subtotal Water Improvements $ 93,035.00 4.00 Sanitary Sewer Improvements 4.01 6" SDR 26 PVC Sanitary Sewer Line LF 3,665 $ 18 .00 $ 65,970.00 4.02 8" SDR 26 P VC Sanitary Sewer Line LF 440 $ 20.00 $ 8,8 00 .00 4 .03 4 ' D iameter Manhole EA 11 $ 1,750.00 $ 19 ,250 .00 4.04 Bu ild 4' Diameter Manhole over Existing Sanitary Sewer EA $ 2,000 .00 $ 2 ,000 .00 4.05 4 " Diameter Sanitary Sewer Service (Single) EA 2 $ 450.00 $ 900.00 4 .06 4" Diameter Sanitary Se\ver Service (Double) EA 20 $ 700 .00 $ 14 ,000.00 4.07 Cleanout EA 5 $ 500.00 $ 2 ,500 .00 4 .08 Tre nc h Safety Implementation LF 4 , 105 s 2.00 $ 8 ,210.00 Subtotal Sanitary Sewer Improvements $ 121 ,630.00 5.00 Drainage Improvements 5 .01 18" RCP LF 392 s 30.00 $ 11 ,760.00 5 .02 2:.J." RC P LF 1,390 $ 40.00 $ 55 ,600.00 5.03 3 0" RCP LF 415 $ 50.00 $ 20 ,7 50.00 5.04 42" RCP LF 265 $ 75.00 $ 19 ,8 75.00 5 .05 1 O' Inlet EA 10 $ 2 ,500.00 $ 25 ,000 .00 5.06 Junction Box EA 4 $ 4,000 .00 $ 16 ,000 .00 5.07 Reinforced Concrete He adwall for 42" RCP EA 1 $ 1,500 .00 $ 1,500 .00 5 .08 Trench Safety Implementation LF 2,070 $ 2 .00 $ 4 , 140 .00 5 .09 D itch Grading LF 50 $ 12 .00 $ 600 .00 Subtotal Drainage I mprovements $ 155 ,2 25 .0 0 Tow! Construction Cost $ 659,636.60 Contingencies (10 %) $ 65 ,963.66 TOTAL PROJECT C OST $ 725,600.26 ACCOUNT NO . _______________ _ Paid by~Check fqf\ 7 cash __ THANK YOU 408429 ~s<XJL September 26 , 2001 Development Services Attention: Natalie Ruiz PO Box 9960 College Station, TX 77842 Dear Ms. Rui z, Please accept this letter as acknowledgement that Pebble Creek Development Company is conscious of the risks associated with starting construction of Pebble Creek Phase 9A prior to City Councils approval of the final plat. If you have any questions feel free to give me a call , I will be happy to assist you anyway I can. Sincerely, Pebble Creek Development Company, Inc. 4500 PEBBLE CREEK PARKWAY Col LEGE s rATION, TEXAS 77845 409-690-0996 Oct . 02 2001 l:OSPM PC 9796906081 25 4 772669 1 p .2 OCT . 0 2 ' 0 1 (MON ) 1 1 : 3 1 W~LL A:::E ORO UP PAG S:. 2 /3 .. 1a1e212ee1 1e :45 40969B6ea1 ' CfW . , 111 r •• , : 1 ', ._. •' i DEVELOPMENT PERMIT MINIMUM SUBMITl'AL UQUIR:&MENTS _ $100.00 Development Permit Appllc:atian Fe~. _ Drain11e and erosion control plan~ wlth 1upportin1 OrainaSc Ripon two (2) copi• each. Notioe otlntant ,O.X. it diaturbed areal• rttctt Uitn S ~ The infbnnation and e:oncli..sion~ tontaincd lo tile abo~ plant and 1up~rdrt1 documentl co.nply widi tho current rcqutnmelltl otehc Clc.y of Collcp Swio"., TOK11 City Code, Chapter 13 and it• lllOCialld DraU.,C ~ ll1d I>etian Standatdl. At a condition ohpproval of thiirpcnmit applh::aiioa, I~ co ~natnact the lmpn:waMnrs Pl"QPOted la thl• appllc;aciQn :~nd.lllc roqulromenu ofChaplCI' 13 oftlll eoii. Slldon Cily Codo. ~ ~-. Property Owner(t) Corltra<llar Dl\'lll.OPMINT PBIMIT t>Pl!UoUT.DOC v.wtt loN Oct. 02 2001 1:05PM PC 9796906081 PEBBLE'R~EK 4500 Pebble , Creek Parkway · College Station, TX . 77845 Country Clu~(979)690-0996 Development Corrtpany (979)690-0992 · I . . Fax (9~690-:-6081 Fax Cover Page Please deliver the following pages to: Name: Company: Fax Number: Total Number of pages (induding cover page): Date: From: BOBBY MAULDIN Conunents: ~ ?~d:--:pta't?S.· &\...L"'l~*'" '' ' -. ' ~ ~.~D ~~t~ =EL.~~ i ' . ~ .. ~ -:t:.-+4rcgP. =tea ·. C eM · *='~? . ft:i =h, 5 \~o-+-@Si S;:;t#E 1AJ.£. ~ (by., _ ' ~ • p. 1 ZONEX ·-k CHAMPIONS BOULEVAR.D ZONEX _ LIMITOF DETAILED STUDY ~ ::::_ I I 11 I I \\~ I j ./ IL--// \l- 11 City 0 13. Matches the approved preliminary plat and/or master development plan. 14. The location and description with accurate dimensions, bearings or deflection angles and radii, area, center angle, degree of curvature, tangent distance and length of all curves for all of the following: (Show existing items that are intersecting or contiguous with the boundary of or forming a boundary with the subdivision, as well as, those within the subdivision). -@~i;,J~~sed Streets . Continuous or end in a cul-de-sac, stubbed out streets must end into a temp . tum around unless they are shorter than 100 feet. Public and private R.O .W . locations and widths . (All existing and proposed R.O .W.'s sufficient to meet Thoroughfare Plan .) ' Street offsets and/or intersection angles meet ordinance. Alleys . A cf{'f\. Easements . l}J M ._.,.......,,,,·, ... ,entify each lot or si 1 and Greenbelt ar par es/parkland dedication ( All proposed dedications must be reviewed by the Parks and Recreation Board prior to P & Z Commission consideration .) 15 . Construction documents for all public infrastructure drawn on 24" x 36" sheets and properly sealed by a Li~nsed Texas Professional Engineer that include the following: £1-Street, alley and sidewalk plans, profiles and sections . One sheet must show the overall street, / alley and/or sidewalk layout of the subdivision. (may be combined with other utilities). [!( Sanitary sewer plan and profile showing depth and grades . One sheet must show the overall sewer 1-r ayout of the subdivision . (Utilities of sufficient size/depth to meet the uti "ty r pl and any -~~~~ future growth areas .) f ?7, /? Water line plan showing fire hydrants , valves, etc . with 1 an file · es showingldepth and grades. One sheet must show the overall water layout of the subdivision . (Utilities of sufficient size/depth to meet the utility master plan and any ~rowth areas .) Storm drainage system plan with contours, street profile, inlets, storm sewer and drainage channels , with profiles and sections . Drainage and runoff areas, and runoff based on 5, 10, 25 , 50 and 100 year rain intensity . Detailed drainage structure design, channel lining design & detention if used . One sheet must show the overall drainage layout of the subdivision . Detailed cost estimates for all public infrastructure listed above sealed by T exas P .E . Drainage Report. Erosion Control Plan (must be included in construction plans). 16. All off-site easements necessary for infrastructure construction must be shown on the final plat with a volume and page listed to indicate where the separate instrument easements were filed. Separate instrument easements must be filed prior or concurrently with Final Plat. 17 . Are there impact fees associated with this development? D Yes ~ No Impact fees for R-1 , R-2 , & R-3 zoned final plats, must be paid prior to filing. 18 . Will any construction occur in TexDOT rights-of-way? D Yes ~No If yes , TexDOT permit must be submitted along with the construction documents . e will be requesting the corrected Final Plat to be submitted in digital form if available prior to filing the plat at the Courthouse. If the construction area is greater than 5 acres, EPA Notice of Intent (NOI) must be submitted prior to issuance of a development permit FINAL PLAT CHECKLIST 2 of2 3. 4 . 5 . 6 . 7 . SUBMIT APPLICATION AND Tms LIST CHECKED OFF WITH 13 FOLDED COPIES OF PLAT FOR REVIEW FINAL PLAT MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: (Requirements based on field survey and marked by monuments and markers.) Drawn on 24" x 36" sheet to scale of 100' per inch or larger. fl ic map w ·ch· includes enough of surrounding area to show general location of subject property in relationship to College Station and its City Limits . No scale required but include north arrow. Title Block with the following infonnation: 9S-Name and address of subdivider, recorded owner, planner, engineer and surveyor. · ~ Proposed name of subdivision. (Subdivision name & street names will be approved through Brazos County 911.) (Replats need to retain original subdivision name .) ~ Date of preparation. J8 Engineer's scale in feet. ~ Total area intended to be developed . North Arrow . Subdivision boundary indicated by heavy lines . If more than 1 sheet, an index sheet showing entire subdivision at a scale of 500 feet per inch or larger. All applicable certifications based on the type of final plat. ~ Ownership and Dedication 123 Surveyor and/or Engineer J ....--=:::~--City Engineer (and Ci~if a minor plat) p ~ Ill ~Planning and Zoning Commission (delete if minor plat)--f' Brazos County Clerk ~ Brazos County Commissioners Court Approval (ETJ Plats only) 8. Paid tax certificates . 9 . If submitting a rep lat where there are existing improvem ents , submit a survey of the subject property showing the improvements to ensure that no encroachments will be created . 10 . If using private septic systems , add a general note on the plat that no private sewage facility may be installed on any lot in this subdivision without the issuance of a license by the Brazos County Health Unit under the provisions of the private facility regulations adopted by the Commissioner's Court of Brazos County, pursuant to the provisions of Section 21.004 of the Texas Water Code . 11 . Location of the 100 Year Floodplain and floodway, if applicable, according to the most recent avail a ble data. 12 . Lot comer markers and survey monuments (by symbol) and clearly tied to basic survey data. FINAL PL.AT CHECKL IST FNLPCK.IX>C 03 t2 519 9 ' l of2 COLLEGE STATION P. 0 . Box 9960 Pebble Creek Development Company Bobby Mauldin 4500 Pebble Creek Parkway College Station, TX 77845 Phone: 979-690-0992 RE: NOTICE OF NONCOMPLIANCE 1101 Texas Avenue Tel : 409 764 3500 with Chapter 13, City of College Station Code of Ordinances Site: Pebble Creek Phase 9A . Location: Pebble Creek Subdivision Dear Permitee, College Station , TX 77842 May 22 , 2001 In order for the City of College Station to participate in the National Flood Insurance Program (NFIP) the City must enforce its adopted floodplain management ordinances in accordance with the NFIP. All development MUST obtain a permit and all permits MUST be in accordance with NFIP guidelines . It has come to our attention that your development site is not in compliance with Chapter X of the Drainage Policy and Design Standards, as adopted through Chapter 13, § 3.B of the City of College Station Code of Ordin~nces. Chapter X requires the implementation of measures necessary to prevent the movement of sediment, by erosion or action of man from areas undergoing development or construction, onto adjacent properties, streets or into any part of a drainage system or drainage way. This Chapter is enforced by ensuring that development and construction sites implement standard Best Management Practice(s) (BMPs) to prevent sediment transport. Typical BMPs appropriate for this site include, but are not limited to, wash-down areas for vehicu lar traffic, daily removal of sediment transported from the site, properly installed silt fencing, and installation of rock berms in locations of concentrated flow. Similar requirements are necessary under the Federal Clean Water Act to be e ligibl e for coverage under the NPDES General Construction Stormwater Permit. This nationwide permit requires that a log of inspections, maintenance, and spills must be kept on-site . This log should be made availab le to City staff upon request. You were issued a "Clearing and Grading for Survey Purposes Only" permit dated 3/21/01 . The permit states that if machinery is used the permit is invalid. This permit was issued to you because you did not submit any other information necessary for a complete "Clearing and Grading" permit. After inspection on 5/21/01 it is determined that your DP is now invalid. C:\My Documents\CityBusiness\NON\PebbleCrk9A.doc . . Home of Texas A&M University I Appropriate action must be taken immediately to bring this site into compliance to ensure the health , safety and welfare of our community. If action on your part can not reasonably be taken immediately, please provide written documentation of the item not implemented , the reason for the delay, and the expected time frame for implementation . Failure to comply with this City Ordinance will result in enforcement action taken in accordance with Chapter 13 , § 7 of the Code of Ordinances along with written notices to the appropriate authorities. If you have any questions or do not understand any of these requirements , please call me at (409) 764- 3570 . Thank you for you cooperation . Sincerely, ~~~ Spencer G. Thompso , Jr. Development Services ngineering xc: Ted Mayo, P.E., Asst City Engineer Natalie Ruiz, Development Coordinator Jon Mies , Fire Marshal C :\My Documents\CityBusiness\NON\PebbleCrk9A.doc ~-~ DEVELOPMENT PERMIT PERMIT NO. 100021 DP-PEBBLE CREEK PH. 9A COLLEGE STATION FOR AREAS OUT OF THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: PEEBLE CREEK 9A DATE OF ISSUE: 03/21/01 OWNER: PEBBLE CREEK DEVELOPMENT CO 4500 PEBBLE CREEK PARKWAY COLLEGE ST AITON, TX 77845 SITE ADDRESS: Peeble Creek 9A (no offical address) DRAINAGE BASIN: LICK CREEK VALID FOR 6 (SIX) MONTHS CONTRACTOR: TYPE OF DEVELOPMENT: Clearing and Grading for Survey Purposes Only SPECIAL CONDITIONS: No construction allowed . Survey field work shall be by hand. If machinery is used this permit shall be invalid. More information will be required for reissuance of a Development Permit. · The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state. The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fe nced before any operations of this permit can begin . In accordance with Chapter 13 of the Code of Ordinances of the City of College Station , measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development of an area out of the special flood hazard area . All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply. Owner/ Agent ~ Contractor Date ~fz.t / e c Date ~/zi ('bl Date '* &r~TYl~ ~14 ~v 8J..nle'{r>j ._____-~~Eb=.J n~ Qp- nEvELoPMENT PERMIT MINIMUM SUBMITIAL REQUIREMENTS X_ $100.00 Development Permit Application Fee. __ Drainage and erosion control plan, with supporting Drainage Report two (2) copies each . __ Notice oflntent (N.O .L) if disturbed area is greater than 5 acres. APPLICANT (Primary Contact for the Project): D>c-,it ~ M~ 'tou.n".l Name ?.EJ3BLE ~ l:ev~ GMf'4-N"-'} -~B.'-j .MMu.OtL.../ Street Address ~ pae,13u. ~)::. VAP-t..w+-j City ~u FJ'=F. ~t>c\.J State ""::t'""X Zip Code 1'7~~~ E-Mail Address ~vc. lo~V\.-te?: 'fC-'o\,k U'ccb Phone Number (s;,t;o-ocrqz Fax N umb e r <=t1ct-~Cf 0-bO'Z}l 0 ~ PROPERTY OWNER'S INFORMATION: Name f/c::J,. b I~ Gr'-'-le. Oc=.vc:.. k,f~""-:1 Ccvvt.~ '1 Street Address ll-Sbc Pc:..b"' k Lv u.. k... ,Pl.,..... I City Le\ lc;c.. 'S.kkc. .. State ~ Zip Cod e -C -Z~t E-Mail Addre ss -~~~~~~~~~~~~ Phone Number ____ C-_'t;:_c_-_OCi__;:_C\-=----"'2.-'--__ Fax Numb e r __ c.._q..:..c_-_(._o_S_l __________ _ ARCHITECT OR ENGINEER'S INFORMATCON : Name ~ W~e-~..J p Street Address ------------------City W~ State Zip Code ______ E-Mail Address Phone Number l ~ -"1 '3 " -l t..~-:> Fax Number -----------------------------~ Application is hereby made for the following development specific site/waterway alterations: ACKNOWLEDGMENTS: l , ~13 '( JVl>.~,~ , design engineer/own e r, hereby acknowledge or affirm that: The information and conclusions contained in the above plan s and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards . As a condition of approval of this · pem1it application, I agree to construct the improvements proposed in this application iccording to these documents a nd the requirements of Chapter 13 of the College Station City Code . Property Owner(s) DEVELOPMENT PERMIT DPERMIT.DOC 3n4/99 Contractor I of2 Mar. 22 2001 11:30AM HP LASERJET 3200 979-690-6081 .... ' ...• ~/!'J}r~:~;t'.~:., DEVELOPMENT PERMIT MINIMUM SUBMITI AL REQUIREMENTS 2:_ $100.00 Development Permit Application Fee. __ Dr~nage and erosion control plan, with supporting Drainage Report two (2) copies each . . ~-Notice oflntent (N.O.l.) if disturbed area is greater than 5 acres. . . . . ._ •' . ,.,,. •. ··- PROPER1Y OWNER'S INFORM.A TION: Name ~ ~ k &~I( 06-'c... 4""'-~":I Cc"""'-~'1 · p.2 Street Address 4-S-co Pc.I.:."' l' Lvt!..c. IL .P'--'~ City __ C_'e_l--=l4J__..C......,.S=· k...~k-=· =c..::..~ ----- E-Mail Address State ~ Zip Code ("'"?~S ---~---~------ Phone Number ----''-;.;....:..'tc.;;...-_OC\.:;_·· _,._5.._-z.=-__ Fax Number r..q Cl -~ O i J ARCHITECT OR ENGINEER'S INFORMATION: Name l1it; W~E:' . (:,yc...ip Street Address -..,...------------~--City _W ___ ltLJ?~·· ·~--,.---------- State Zip Code E-Mail Address ----------------- Phone Number l ~ -"11 C. -lC..4if~· Fax Number ---------...,..~--~-~---- Application is hereby made for the following development specific site/waterway alterations: ACKNOWLEDGMENTS: I, ~13'{ fVlA~,~ , design engineer/owner, hereby acknowledge or affirm that: The infonnation and conclus ions contained in the above plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards. As a condition of approval of this permit application~ I agree to construct the improvements proposed in this application -.ccording to these documents and the requirements of Chapter 13 of the College Station City Code. Property Owner(s) DEviLOPMEHT PERMIT Dl'ERMIT.OOC 3124199 Contractor I ofl M~r. 22 2001 11:31AM HP LASERJET 3200 979 -690-6081 p .3 J MAR. 22 ' 0 1 CWED) 08 : 0 2 WALLACE GROUP ~. 21 2oa1 11:1BAM HP LASERJET 3200 254772869 1 PAGE . 2/2 s1e-sao-soa1 p.a Condidorw or comments al part cCapproval: ---------------------- \ ' ~ar. 22 2001 11:30AM HP LASERJET 3200 979-690-6081 PEBBLEfcR2iEK 4500 Pebble Creek Parkway College Station, TX 7784S Development Company (979)690-0992 Fax (979)690-6081 Fax Cover Page Please deliver the following pages to: Name: Company: Fax Number: Total Number of pages (including cover page): Date: From: Bobby Mauldin Comments: p . 1 i Har. 22 2001 11:28AM HP LASERJET 3200 979-690-6081 DEVELOPMENT PERMIT MINIMUM SUBMIIT AL REQUIREME:NTS L SI00.00 Development Permit Application Fee. __ Drainage and erosion control plan, with supporting Drainage Report two (2) copies each . _____ Notice oflntent (N.O .I.) if ~is turbed area is greater than 5 acres .. APPLICANT (Primary Contact for the Project): D>t"-1 ~ "'1-.. 'toi .. u'\c; Name ?a3i3u; ~ 1:et~ .. Co~'-/ -~~ Mlt-W..014..J Street Address 4>"t;:O PErJSi·f3u. ~):: 'PM.c..4 City C..,, r&· e..c S!ra.-nl><'-' f'. 2 State "'j""'( Zip Code 1'7'0~~ E·Mail Address $:.:v._J~~-+~ ~'wlccrnk.· PhoneNumbcr fo~O-O'i<f"2 Fax Number "11Cl-'-4iO-c;,~~J c.., PROPERTY OWNER·s fNFORMA TION : Name fol. I. l< &'---k. Dore-~~-I ~V>A~j Street Address 4-S-oo Pc.b~ l( C..vu. IL .P~1 ---------~----'--~~-City __ C_'.e_l_;::tc;_· ....... c..;:...::S::.:' k..=..:..h..:::.co::.: .. :..._ ____ _ E-Mait Address State __ -,_'(.....::...___ Z ip Code -i""Z<Zsc.i~ ~~~-...--~-----~ Phone Number ___ __;;.<-...;"?:...;·o;_-...;:01.--=-:C\:..."Z.;;;:;_~-Fax Number e-q o-t..os J ARCHITECT OR ENGINEER'S INFORMATION: Name ~ iv~~ '-+o.., p Street Address -----------------City lJJ ltl..,p E-Mail Address State Zip Code ---------------~--~ Fax Number Phone Number l ~ --i 1" -l<.~"')· ~-------~--------- · Application is hereby made for the following development specific site/water.vay alterations: ACKNOWLEDGMENTS: I, ~t!'f fYt..tu-:>t~ , design engineer/own e r, hereby acknowle.dge or affirm that: The infonnation and conclus ions conta ined in the above pl ans and supporting documents comply with the current requirements of the City o f College Station , Texas City Code, Chapte r 13 and its associated Drainage Policy and Design Standards . As a condition of approval of this· pem1it appl ication. I agr ee to construct the improvements proposed in this application 1.ccording to these documents and the requirements of Chapter 13 of the College Station City Code . G'Y'J....A_ ~-~~--~~~- Property Owner(s} Contractor DEVi:LOPMENT PERMIT ·Ol'ERMIT.DOC 31241'99 I ofl J , Mar . 22 2001 11: 28AM HP LASER JET 3200 979-690-6081 PEBBLE~CR3i:EK 4500 Pebble Creek Parkway College Station, TX 77845 Development Company (979)690-0992 Fax (979)690-6081 . Fax Cover Page Please deliver the following pages to: Name: Company: Fax Number: Total Number of pages (including cover page): Date: From: Bobby Mauldin Comments: p. 1 .. Mar. 20 2001 2:03PM HP LASERJET 3200 -( 979-690-6081 PEBBLEtR.EEK 4500 Pebble Creek Parkway College Station, TX 77845 Development Company (979)690-0992 -FaX (979)690-6081 .. I~ax Cover Page Please deliver the following pages to: Name: Company: Fax Number: Total Number of pages (including cover page): ·' 3 .··-:i ' _,. . . . Date: From: Bobby Mauldin Comments: '°. 1 + Mar. 20 2001 2n3PM HP LASERJET 3200 979-690-6081 March 20, 200 I City of College Station Development Services Ted Mayo PO Box 9960, 1101 Texas Ave. S. College Station , TX 77842-0960 RE : PEBBLE CREEK PHASE 9A Dear Mr. Mayo , On behalf of Pebble Creek Development Company, I would like to request a permit to begin preliminary clearing for the above referenced phase. The clearing is only to remove under-story for surveying purposes and that no earthwork operations are going to take place. I have enclosed a site plan that will illustrate the proposed area. We would like to begin this work as soon as possible; your attention to this matter will be greatly appreciated. If you require more information please contact me at (979) 690-0992. Sincerely, Bobby Mauldin Pebble Creek Development Company Enc .: Site Plan .. • 20 2001 2 03PM HP LASERJET 3200 Mar. : i I i .. ...... -...--· 979-690-6081 p.3 . -~ -·--·-----· ----... --.. --:---. ----···-- Mar. 20 2001 11:53RM HP LRSERJET 3200 979-690-6081 PEBBLEfcR~EK 4500 Pebble Creek Parkway College Station, TX 77845 Devel~pment Company (979)690-0992 Fax (979)690-6081 Fax Cover Page Please deliver the following pages to: Name: Company: Fax Number: Total Number of pages (including cover page): Date: ~/-z.c{e1 From: Bobby Mauldin Comments: p. 1 Post-it" Fax Note 7671 From Co . Q o[_ S Phone # l fl I..{ _ ~ ')f-D Fax# Mar. 20 2001 11:53AM HP LASERJET 3200 979-690-6081 •. ,.~ •. fr:J .' ,· ·~EVELOPMENT PERMITJ PERMIT NO. 500017 DP-PEBBLE CREEK PH. 8C FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATlON CITY CODE SITE LEGAL DESCRIPTION: ·DATE OF ISSUE: May 4, 2000 OWNER: Pebble Creek Development Company 4500 Pebble Creek College Station, Texas 77845 409-690-0992 TYPE OF DEVELOPMENT: SPECL4.L CONDITIONS: SITE ADDRESS: 5201 ST ANDREWS DR DRAINAGE BASIN: ALUM VALID FOR 12 MONTHS CONTRACTOR: p.2 All construction must be in compliance with the approved construction plans. This permit issued to proceed at your own risk pending approval of the final plat by the Planning & Zoning Commission. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria . The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state. The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy mach inery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of ~he landscape plan must be completely fenced before any operations of this permit can begin . In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion , and sedimentation shall not be deposited in city streets, or existing dra inage facilities . I hereby grant this permit for development of an area outside the special flood hazard area . All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit appl ication for the above named project and aH of the codes and ordinances of the City of College Station that apply. ~~(co Contractor Date . --* R<>-L...--.~~-fa'l v--'lQ ~vU a4~t--k~.i°""' O f~_p/c--T>. "" ..---~ ~z_ro I PEBBLE CREEK DEVELOPMENT PEBBLE CREEK PHASE 9A (42 LOTS) ENGINEER'S OPINION OF PROBABLE COST December 14, 2000 Item Description Unit Quantity Unit Price Amount 1.00 General Requirements 1.01 Mobilization LS 1 $ 10,000.00 $ 10,000 .00 1.02 Trench Safety Plan LS 1 $ 2 ,500.00 $ 2,500.00 Subtotal General Requirements $ 12,500.00 2.00 Street Improvements 2 .01 Excavation CY 7,423 $ 5.00 $ 37, 115.00 2 .02 6" Cement Stabilized Base SY 7,534 $ 5.50 $ 41,437.00 2 .03 8" Cement Stabilized Base SY 1,569 $ 6 .90 $ 10,826.10 2.04 1-112" H.M .A.C. SY 9,103 $ 3.50 $ 31,860.50 2 .05 6" Lime Stabilized Subgrade SY 11, 134 $ 2.00 $ 22,268 .00 2.06 Hydrated Lime 28 #/SY TON 156 $ 90.00 $ 14,040.00 2.07 Standard Curb and Gutter LF 493 $ 8.00 $ 3,944.00 2.08 Laydown Curb and Gutter LF 2,825 $ 8.00 $ 22,600 .00 2.09 6' Sidewalks SF 19,522 $ 4.00 $ 78,088.00 2.10 8'' Concrete Fillet SF 392 $ 4 .00 $ 1,568 .00 2.11 "Wheelchair Ramps EA 8 $ 500.00 $ 4,000.00 2.12 Clearing and Grubbing ACRE 3.8 $ 2 ,500.00 $ 9 ,500.00 Subtotal Street Improvements $ 277,246.60 3.00 Water Improvements 3.01 6" C-900 Waterline LF 1,760 $ 17.00 $ 29 ,920.00 3 .02 8" C-900 Waterline LF 1,460 $ 19 .00 $ 27,740.00 3.03 6" x 8" Tee EA 2 $ 350.00 $ 700.00 3 .04 6" Gate Valve s EA 4 $ 600.00 $ 2 ,400.00 3.05 8" Gate Valves EA 6 $ 800 .00 $ 4,800 .00 3 .06 8" x 8" Cross EA 1 $ 400.00 s 400.00 3 .07 8" x .6 " Cross EA 1 $ 400.00 $ 400.00 3 .08 8" Cap Tapped for Blow-off Valve EA 3 s 425.00 $ 1,275.00 3 .09 6" Cap Tapped for Blow-off Valve EA 6 $ 400 .00 $ 2 ,400.00 3 .10 2 " Temporary Blow-off Valve EA 4 $ 400.00 $ 1,600 .00 3 .11 Wet Connection EA 4 $ 400.00 $ 1,600.00 ~ -.:::.-::-.::::: .. ~;.:-:...:--:--.... .::-... :-.~ ......... ,::, .. ;~~::< ,,,,'_<'-:\:?t-~·:·~~f~~w§~ Single Water Service EA 4 $ 450.00 $ 1,800.00 3.13 Double Water Service EA 20 $ 500.00 $ 10,000 .00 3.14 Fire Hydrant Assembly EA 4 $ 2,000.00 $ 8,000.00 Subtotal Water Improvements $ 93 ,035.00 4.00 Sanitary Se·wer Improvements 4 .01 6" SOR 26 PVC Sanitary Sewer Line LF 3,665 $ 18.00 $ 65,970 .00 4.02 8" SDR 26 PVC Sanitary Sewer Line LF 440 $ 20.00 $ 8,800 .00 4.03 4 ' Diameter Manhole EA 11 $ 1,750 .00 $ 19 ,250.00 4.04 Build 4' Diameter Manhole over Existing Sanitary Sewer EA $ 2,000.00 $ 2,000.00 4 .05 4" Diameter Sanitary Sewer Service (Single) EA 2 $ 450 .00 $ 900 .00 4 .06 4'' Diameter Sanitary Se\.ver Service (Double) EA 20 $ 700.00 $ 14,000.00 4.07 Cleanout EA 5 $ 500.00 $ 2,500 .00 4 .08 Trench Safety Implementation LF 4, 105 s 2 .00 $ 8,210 .00 Subtotal Sanitary Sewer Improvements $ 121,630.00 5.00 Drainage Improvements 5.01 18" RCP LF 392 $ 30.00 $ 11,760.00 5.02 24" RCP LF 1,390 $ 40 .00 $ 55,600.00 5.03 30" RCP LF 415 $ 50.00 $ 20,750.00 5.04 42" RCP LF 265 $ 75.00 $ 19 ,875.00 5.05 1 O' Inlet EA 10 $ 2,500.00 $ 25,000.00 5.06 Junction Box EA 4 $ 4,000.00 $ 16,000.00 5 .07 Reinforced Concrete Headwall for 42" RCP EA 1 $ 1,500.00 $ 1,500.00 5.08 Trench Safety Implementation LF 2,070 $ 2.00 $ 4, 140.00 5.09 Ditch Grading LF 50 $ 12.00 $ 600.00 Subtotal Drainage Improvements $ 155,225.00 Total Construction Cost $ 659,636.60 Contingencies (10%) $ 65,963 .66 TOTAL PROJECT COST $ 725,600.26