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Home My WebLink AboutMiscFi I ed ~ li~co~ ~ mo't' ~~.: Name of Plat: FINAL PLAT PEBBLE CREEK, PHASE 8-B COLLEGE STATION, BRAZOS COUNTY, TEXAS CONTAINING 13.82 ACRES DATE: XARCA, Y000 OMNER -DEVELOPER: PEBBLB CREEK DEVELOPAfENT CO. COLLECB STATION, TEXAS ENClNEER -SURVEYOR: THE IIALLACE CROUP, INC. lIACO, TEXAS The Wallace Group, Inc. peers ^ Architects ^ Planners ^ Surveyors 8225 Central Park Drive Waco, Texas 76712 (800-336=1683) (FAX: 254-776-2924) - acre. ~ii.~t.tJ~ f` ~,1.~-E-,~•-cam t,,!~-F-i~l-cam-, T~ ~~o ~ e - 301 - PP X67-Zo~f - FP -~DZ sP Ito - 300 - ~P - ~i ~~,u.~.,-- --r ,a ~_~ -~- w c~ . ~-~ k-1~ S - ~a ~j~ ~~ f ~-~- ~6 ~-~3 ~ g- c ,.~T ,z I b`~ `i r/ ~ r.~.c.~~- . ~' k~~ ~z~~-~~~ FP 99 - 2z5 _~c. ~r~ ~~-' ~- , ~i g - 2 z. ={ g~ - ~- Filed far Record in: auras caret, On: Rpr Q-S,t'~-~1 at ~~:L'8PM As a Plats Docuient fiber. B72P49,'s Riount 55, ~~ Receipt Nuaber• - 1493~~1 Jackie Aeown 6TATE ff T~ CQNiV ff I hereby certify that this instrwent was filed an the date and tine statped hereon Dy ae and rws dnly rernrded in the vo we and page of the na~ed retards of: B~It05 (X1ltlTY, as statped hereon by ~e. ~_ Apr ~~, ~1~~iO ~fIB~ L.E~ aN Imo, COINTY flE~4 STAFF REVIEW COMMENTS No. 1 Project: Pebble Creek Phase 8-B Final Plat 1. These easements are not necessary as it is located on City property. Remove from the final plat. 2. Change the P&Z Chairman's name to "Wayne Rife". 3. These blanks will need to be filled in prior to filing the final plat. 4. Is the approximate 100 year floodplain location correct? It appears that the location does not match the location shown on your preliminary plat. 5. The engineer's estimates provided must be sealed. Reviewed by: ~~` 333~~ Veronica Morgan ~?~ - ~ ~/ ~~~ . 2~ ~ - 7-~- ~-P ~,~~,. ~~ %~ ~ L' : Q~r C N ~o~, ~~~, ~~'~ ,~- 9 +%~D ~~ `,~5~ '~'~ sv ~~ ~jg- ~o~ ~~h~~~ z~ ~ -aaa~ r-P ~- ~ ~~- ~z~+ I~P ~ CITY OF COLLEGE STATION *~~ CUSTOMER RECEIPT *~* OPER: MRDDGER5 CT DRAPER: 1 DATE: 6/15/99 88 RECEIPT: A871149 DESCRIPTION DTY AMOUNT TP TM 99 b5 1 5288.88 *PL CK PLANNING 8 ZONIN CK: 16862 THE PALLAGE GROUP-CKifi862 FINAL PLAT PEBBLE CREEK 8-A MR TENDER DETAIL CK 16862 (288.88 DATE: fi/15/99 TIME: 16:83:44 TOTAL PERSONAL CHECK 5288.88 AMOUNT TENDERED 5288.88 THANK YDU Staff Review Comments T~ -J I•~~ GE~~ ~~~4.., Y "~, '~ ~~•~ •o< d, PEBBLE CREEK DEVEtOPMENT CO. PHASE 86 ENGINEER'S COST ESTIMATE' 32 LOTS May 17, 1999 DESCRIPTION UNIT QTY UNIT COST TOTAL MOBILIZATION 1.00 MOBILIZATION EA 1 $5,000.00 $5,000.00 SUB-TOTAL $5,000.00 DESCRIPTION UNIT QTY UNIT COST TOTAL STREETS IMPROVEMENTS 2.00 UNCLASSIFIED EXCAVATION SY 7,048 $3.75 $26,431.13 2.01 6" CEMENT STABILIZED BASE SY 4,837 $5.50 $26,600.75 2.02 8" CEMENT STABILIZED BASE SY 1,228 $6.90 $8,470.44 2.03 1-1/2" H.M.A.C. SY 6,064 $3.04 $18,434.86 2.04 6" LIME STABILIZED SUBGRADE SY 7,048 $2.40 $16,915.92 2.05 HYDRATED LIME 28#/SY TON 106 $90.00 $9,531.00 2.06 STANDARD CURB & GUTTER LF 461 $6.75 $3,108.38 2.07 LAYDOWN CURB 8 GUTTER LF 3,169 $6.75 $21,387.38 2.08 6' SIDEWALKS SF 10,860 $3.85 $41,810.62 2.09 8" CONCRETE FILLET SF 1,100 $3.75 $4,125.38 2.10 REINFORCED CONCRETE VALLEY GUTTER SF 442 $3.85 $1,699.78 2.11 WHEEL CHAIR RAMPS EA 6 $500.00 $3,000.00 2.12 CLEARING AND GRUBBING AC 2.2 $2,500.00 $5,575.00 2.13 ELECTRICAL CROSSINGS LF 180 $7.00 $1,260.00 SUB-TOTAL $188,350.61 DESCRIPTION UNIT QTY UNIT COST TOTAL 3.00 WATER IMPROVEMENTS 3.01 6"C-900 WATERLINE LF 1,855 $17.00 $31,535.00 3.02 8" C-900 WATERLINE LF 317 $18.00 $5,706.00 3.03 6"X6" TEE EA 1 $500.00 $500.00 3.04 6"X8" TEE EA 2 $600.00 $1,200.00 3.05 6" GATE VALVES EA 4 $450.00 $1,800.00 3.06 8" GATE VALVES EA 2 $500.00 $1,000.00 3.07 6" WET CONNECTION EA 1 $350.00 $350.00 3.08 8" WET CONNECTION EA 1 $400.00 $400.00 3.09 8" CAP EA 1 $125.00 $125.00 3.10 2" TEMPORARY BLOW OFF VALVE EA 1 $400.00 $400.00 3.11 2" BLOW OFF VALVE EA 1 $400.00 $400.00 3.12 6" CAP TAPPED FOR BLOW OFF VALVE EA 2 $400.00 $800.00 3.13 SINGLE WATER SERVICE EA 6 $350.00 $2,100.00 3.14 DOUBLE WATER SERVICE EA 13 $500.00 $6,500.00 3.15 FIRE HYDRATE ASSEMBLY EA 2 $1,850.00 $3,700.00 3.16 TRENCH SAFETY PLAN LS 1 $2,500.00 $2,500.00 3.17 TRENCH SAFETY SYSTEM IMPLEMENTATION LF 2,172 $2.00 $4,344.00 SUB-TOTAL $63,360.00 DESCRIPTION UNIT QTY UNIT COST TOTAL 4.00 SANITARY SEWER IMPROVEMENTS 4.01 6" SDR 26 PVC SANITARY SEWER LINE LF 978 $20.00 $19,560.00 4.02 4' DIA. MANHOLE EA 1 $1,200.00 $1,200.00 4.03 4' DIA. ECCENTRIC MANHOLE EA 4 $1,300.00 $5,200.00 4.04 4' DIA. MANHOLE WITH DROP FIXTURE EA 1 $1,500.00 $1,500.00 4.05 4' DIA. ECCENTRIC MANHOLE WITH DROP FIXTURE EA 1 $1,600.00 $1,600.00 4.06 CONNECT TO EXISTING SANITARY SEWER MANHOLE EA 1 $300.00 $300.00 4.07 4" DIA. SANITARY SEWER SERVICE SINGLE EA 8 $495.00 $3,960.00 4.08 4" DIA. SANITARY SEWER SERVICE DOUBLE EA 12 $625.00 $7,500.00 4.09 TRENCH SAFETY PLAN LS 1 $2,500.00 $2,500.00 4.10 TRENCH SAFETY IMPLEMENTATION LF 978 $2.00 $1,956.00 SUB-TOTAL $45,276.00 DESCRIPTION UNIT QTY UNIT COST TOTAL 5.00 DRAINAGE IMPROVEMENTS 5.01 18" RCP LF 36 35.00 $1,260.00 5.02 24" RCP LF 381 $42.00 $16,002.00 5.03 30" RCP LF 487 $62.00 $30,194.00 5.04 REMOVE AND REPLACE EXISTING 30" RCP LF 80 $15.00 $1,200.00 5.05 5' INLET EA 1 $1,300.00 $1,300.00 5.06 10' INLET EA 1 $1,500.00 $1,500.00 5.07 15' INLET EA 1 $1,800.00 $1,800.00 5.08 4' DIA. STORM SEWER MANHOLE EA 2 $1,350.00 $2,700.00 5.09 REINFOA D CONCRETE HEADWALL FOR DOUBLE 36" RCP'S EA 1 $350.00 $350.00 DRYROCK~RIP-RAP SY 45 $10.00 $450.00 BENCH SAFETY PLANS LS 1 $2,500.00 $2,500.00 j °^ NCH SAFETY SYSTEM IMPLEMENTATIONS LF 904 $2.00 $1,808.00 ~° .13 ~ GRADING LF 1,000 $12.00 $12,000.00 e:;`. '~1 EXISTING STORM SEWER MANHOLE LID EA 1 $200.00 $200.00 } ~ " { 4 .,t ~~ I!t9 SUB-TOTAL $73,264.00 ~ < ,~ ..,~ J...,.r ' PROJECT SUB-TOTAL $375,250.61 << ~ < ~Y.:JvJ CONTINGENCY 10°/ $37,525.06 ~ ~~ (/ d ~ ~+/ ~; -~ F C~LP? ~ ~ r/ Y~ / /~~i~~ __ X~ TOTAL EST. CONSTRUCTION TOTAL $412,775.68 FILENOTE SUBJECT: PEBBLE CREEK PHASE 8-B DRAINAGE DATE: JUNE 30, 1999 In reviewing the plans for this project there was a concern about the drainage discharges and where they will enter the Business Center. The concerns revolved around two items: 1. the affect of the discharge on the developability of Block 1 and 2. the affect on the Navasota Lady Tress Reserve area In answer to number 1: Pebble Creek 6 was approved with a large discharge onto Block 1 and additional drainage easement was granted on Block 1 to allow for this. The discharge from Pebble Creek 8 is minor in comparison. Also when looking at the Business Center Detention/Retentionpnnd layout there appears to be planned in this area a small creek that will discharge into some of the ponds. (i.e. the discharge point was planned to occur where Phase 6 and 8 will be discharging) In answer to number 2: The Reserve area is not located adjacent or in near proximity to these point discharges. It does not appear that this discharge and the velocity related to it will disturb this protected area. As a result, Pebble Creek 8 will be allowed to discharge in two locations into the Business Center property to the creek. Veronica Morgan Cc:Kim Foutz Jeff Tondre ~~~ a~~ FILE NOTE Pebble Creek Phase 8C Case #98-224 & 98-334 I spoke with Jed Walker of The Wallace Group and informed him that any future subdivisions in Pebble Creek would need to be preliminary platted. At a predevelopment meeting, we discussed the possibility of going straight to final plat on Phase 8C from the Master Plan that was approved in July of 1998. At that time, they provided us with a master utility plan for the subdivision in order to get Phases 8A and 8B approved. We agreed to go to final plat on these two phases only. Any subsequent plats after 8A and 8B must include a preliminary plat followed by a final plat. (We will process Phase 8B as a final plat without a preliminary since that's what as agreed to previously.) Development Coordinator June 22, 1999 COLLEGE STATION P. O. Box 9960 1101 Texas Avenue College Station, TX 77842 Te% 409 764 3500 August 5, 1999 Mr. Davis M. Young Pebble Creek Development Corporation 4500 Pebble Creek Parkway College Station, Texas 77845 Dear Davis: Thank you for your recent letter of assurance concerning access to the City property located in the Pebble Creek subdivision. The city has no plans to extend a trail system through this property in the near future. However, this site is included in the city's long range plans for trails and greenbelts and access will be through it will be required. Our planning staff will work with you when the trail system is being developed to ensure that the access points are developed in the most mutually beneficial locations possible. Thanks once again for your time and interest in this matter. Sinc , ~ ~ ~ ~ S eve eachy Director Parks & Recreation Copies: Ric Ploeger, Assistant Director of Parks & Recreation Jane Kee, City Planner Home of Texas A&M University PEBBLE CREEK August 2, 1999 City of College Station Attn: Steve Beachy P.O. Box 9960 College Station, Texas 77842 Dear Mr. Beachy, It has been brought to my attention that the city may need additional access to the public park land along Pebble Creek Parkway. At such time that the city develops the park land, Pebble Creek will be happy to create an additional opening. Currently, there is access to the park through an existing opening on Pebble Creek Parkway. If you need anything else, please let me know. Sincerely, Davi M. oung DMY/kal SUBMIT APPLICATION AND THIS LtsT c~cl~D oFF wrrH 13 FOLDED COPIES OF PLAT FOR REVIEW i ~~ FINAL PLAT MINIlVIUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIIVIITED TO THE FOLLOWING: (Requirements based on field survey and marked by monuments and markers) 1. Drawn on 24" x 36" sheet to scale of 100' per inch or larger. '/ ~ 2. Vicinity map which 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. '~ ~ 3. Title Block with the following information: / ~- ~d 4. !~ 0~ 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. Engineer's scale in feet. Total azea intended to be developed. North Arrow. 5. Subdivision boundary indicated by heavy lines. ~~ ^ 6. If more than 1 sheet, an index sheet showing entire subdivision at a scale of S00 feet per inch or larger. '~ ^ 7. All applicable certifications based on the type of final plat. / / f/ N~A ~ Ownership and Dedication d Surveyor and/or Engineer ~ City Engineer (and City Planner, if a minor plat) Planning and Zoning Commission (delete if minor plat) ~ Brazos County Clerk ^ Brazos County Commissioners Court Approval (ETJ Plats only) ^ 8. Paid tax certificates. N ~ R ^ 9. If submitting a replat where there are existing improvements, 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 available data. / J ~ 12. Lot corner markers and survey monuments (by symbol) and clearly tied to basic survey data. FINAL PLAT CHECKLIST 1 of 2 FNLPCKDOC 03/25/99 ^ 13. Matches the approved preliminary plat and/or master development plan. L~ 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). xtsting Proposed ^ l~ Streets. Continuous or end in a cube-sac, stubbed out streets must end into a temp. turn around / unless they are shorter than 100 feet. / ^ ~ Public and private RO.W. locations and widths. (All existing and proposed RO.W.'s sufficient to meet Thoroughfare Plan.) '~ ^ ~ Street offsets and/or intersection angles meet ordinance. -~~ ^ ^ Alleys. ~~ ^ ~' Easements. ^ ~' A number or letter to identify each lot or site and each block. ~~ ^ ^ Greenbelt area/park linkages/parkland dedication (All proposed dedications must be reviewed by tbe 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 Licensed Texas Professional Engineer that include the following: 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 layout of the subdivision. (Utilities of sufficient size/depth to meet the utility master plan and any future growth areas.) Water line plan showing fire hydrants, valves, etc. with plan and profile lines showing depth 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 future growth areas.) ej 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. ~j Detailed cost estimates for all public infrastructure listed above sealed by Texas P.E. d% 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. ~~ A ^ 17. Are there impact fees associated with this development? 0 Yes ^ No Impact fees for R-l, R-2, & R-3 zoned final plats, must be paid prior to filing. i ~~~ ^ 18. Will any construction occur in TexDOT rights~f--way? O Yes O No If yes, TexDOT permit must be submitted along with the construction documents. NOTE: 1. We will be requesting the corrected Final Plat to be submitted in digital form if available prior to filing the plat at the Courthouse. 2. If the constnnction azea is greater than 5 acres, EPA Notice of Intent (NOn must be submitted prior to issuance of a development permit. F[NAL PLAT CHECKLIST 2 of 2 COLLEGE STATION P. O. Box 9960 1101 Texas Avenue Tel: 409 764 3500 MEMORANDUM July 1, 1999 College Station, TX 77842 TO: Jed Walker, The Wallace Group, Inc., Via fax (254) 776-2924 FROM: Natalie Ruiz, Development Co din or ~ SUBJECT: Pebble Creek Phase 8-B -Final Plat Staff reviewed the above-mentioned final plat as requested. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information by Tuesday, July 6, 1999 at 10:00 a.m. to be placed on the next available Planning and Zoning Commission meeting scheduled for Thursday, July 15, 1999, 7:00 p.m. in the City Hall Council Chambers, 1101 Texas Avenue. Ten (10) copies of the revised final plat; and The signed mylar original of the revised final plat. If you have any questions or need additional information, please call me at_764-3570. Attachments: Staff review comments cc: Davis Young, Pebble Creek Development Co. Via fax #690-6081 Case file #99-226 Home of Texas A&M University ~ ~ ~ ~J 51 L=33.95' Cj"/ `?0 18 ~ '~ \ ~ ~ ~ ~~0 `q Z w`~ ~~ \ ~t U \ \, I~ P.U.E. ~ i' ry ~ / U ~~, p~ \ i n Z \ \ 33" rn h o ~ \ ~~ \ \ ~ / ~irr N ~8 33'2 W ~ k' ~ ~ ~ 17 ~ i~.32 3 % w 25' P.D.& U.E. ~ N $D 3, ~. ~ ~ \\ / o, ~ ~ ^ N 10' P.U.E. ~ THE BUSINESS CL'NTER ~~ ~ a j 52 / / s >87 ~~~ ~ ~ ' AT COLI,F,GI; STATION J j I /~ ~ 'oW Itz.»3~ E ~`~ 10' P.u.E \, ', VOLUME 2763, PACE, 5.5 ~ " 7g~13'33., 3 ~/ ;? 1 1 PHASL' ONE ~ 16.66' W zo?,s3' ~ m J W `\.~% ~` OFFICIAL DEED RECORDS ` m~ 20' P.U.E. / N ~ ~, 16 c-a2 / ~/ ~ OF BRAT, 0 S C~ UNT ~T ~s' 25' BUILDING LINE ' ~ / ^C-37 L-17.37j~ `~ ~ 5 \ =32.92' ~~oo I ' m C-36 , ~ 125' BUILDING LINE \ ~ N1 53 ~ ~ L=36.14 2 s ~ / \ okA~NACE AND' N 43'57 4 W N 1 ~ /~ ~, ~'p ~' L=59.30' E UIILIf, EASEMENT ~ ^7 82.1 5 O ~N 78.13 33„ / q S s~s'p+O~ ~ ` ~ 62,5 9$ \ ~ j._, ~ ` W ~„ Sq 14 '7~ S 78'13'33. E ~ 0.05' ~ n CSC. ~ r1 \.Lp. ~ .~1.~ o ~ 46.93' ,q / ~ / ~ _°i ~O ~~~1Q'~-h~~~ ~. ~ ~' ~~ ozo 01 /' l y AJge.s9 ~ w 0.190 A U RIANAGE ~ AND UTILI ASEMENr \ /I® /~ C-33 L=34.85' G'S L=57.96' ~ /_ 'VOLUME _ PAGE __-__ ~ N > / ~.3 ~ 45.C234 c~ N 60'43'53" w / 18j333" W / ~ ~ a~lo L=36.14'3 / 14 60.93' / 0.06' rr~w -`~ ^f _ w ~ ~ '~B- N 78'13'33" W ~ / ~ /o vJ v ~ J 12 ~ ~ aj, 0 A m- cv ~_ g 6) ~~• 2 IC 46.23' ~ N O = /~,~ 10' P.U.E. lp NI L=59.87 ?~. ~ ~~ UTILI T ^ ' / / \ `/OLUME'- -- PAGE,r---- / `JcJ LC 37.4 ~ "~i ~ \ \ ~ ~ /10' P.U.E. N 11'46 36 E 2°' P.u.E. ~,~' ~e \ /~ ?/s• ~ ~ O 13 442.57' N sa•ss'z9" w ~ 8.30 ~sq ~l / e~~ o ta6.10' ~ I 2s• \ ~ ~ ` \\7NO l~ t~)' P.U.E. ~ ~~ N / I? la ~ e~'' ° c \ \ psi\F ~,.ti/y~~ la 56 \n ~~, e, 11 `~ \ ~,~ ~~ o \\ ~ n p. m o No a 10' P.U.E. 20 0 IC N 67'59' ^ /~ p4 ~ \~~ ~ ~ ~\ 2 ~~ ~ , 20.62 ~A~• L UTIL EMENT 44.26 S g'I.59 ~9 ~p• s ~ 0 00 ~2g9 O~ VOLUME /-~ ~ ---- lI 2p9 \ ~f,`~ \ \ =ry ~p 9 ~~T ~ y 023 539„ E ~~ - / 57 `(' ~'~ 10' P.U.E.~~ ~ 7.50' ui 1~ C~s9 S 6339' \ -~ _~ 6 0 S 643.2074„ w`~ ~ ~ \ ~~0 \29~A• 97S Sq•F \ ~~2~'G~L \ h e~ c,2o 35.50' 'qd ~~ \ yk~`,c~0' 22.73' \~~j, L=229.05' G 58 ~ \ \ 19 ~ C- ~ -~ ~i,VO ,o o• L=20.26' ` ~ - ~r" '3~ \ \F ~ 59 3 '_ R 0,3• 20' P.U.E. ,~ ~ ~; . ~ 10' APPROXIMATE ` ~2 '' ~° 100-YEAR FLOODPLAIN R°~b~ 1'~' ,o \ ~ ~, so ~ - -- "'ice ~~ ` 9 3S. \ - \ ~s \ 15' P.D.& U.E. L \ \ N 63'39'42 ~ W ` 'as 4';~ % 27.. 609.01 (NOT YLA'lTED) 20' Pu IANAGE \ ~L CITY OF COLLEGE STATION VOLUMD U EENf -- RESIDUE. OF CALLED 200.00 ACRF,.S ~ VOLUME 1385, PAGE 14 N oas gT' ~I ~~ OFFICIAL DEF, D RECORDS OF BRAZOS COUNTY ~ }' S 82'13'29 20.00' '. ~ ~" i ~~ ~ ~ ~ \ ~-~ _ ~ i 5 .. 10' P.u.E.'~~~ A 3 ~ ~ D=01'35'30" , ~ ' -= 4 ~~ (~. ~'~~ ~~ \ R=720.00 ~~-~- / o ~i ~ ~ \ '~'' \ ~ T=10.00 2 3 = "~ 17 37 ~ ~ '~ ~_ ~~ t 5 \ \ , . = ~ L= 20.00 N 74'32 18 E 4' '^2' 25 BU~.LDING LINE \ ~ \ CHD=N 16'15'06" W 100.06' -~ ~ c-4, ~ \ 4 ~ 20.00 ir~ : _ ; `.L-=59.30'°h4 6 ~ \ \' \~~ ~ ~ `7r~\ ~ ~ ~ ,- 10' P.U.E. \ N 6'L~ Og$ ~ \ N 74.32 1 8 E \ ~ ~ ' ~ ~ ~ VOLUME 3298, PAGE 231 ~ °°° „\ \ _ 190.28 ~ , R 5 ~ ~; L \ ~ , _~Q~6~,NE ~_~ S 15'27 42 E G \ `' \ 01 ~ ' ~~ O 130.00' s4 85' "~ L 57 96' ~a\ ~ ~ C ~ .8 ~' \ 0 31 ° ~ ~ ~ o °' 3 tJi oA m~ ~' ~°~ N 74' E _ 6'j ~ \ ° N. L=50.11'/NE ~ ~ P .E. - 0.214 ACRE LC59.87, 'dB. ~,~, ~w/\ ~ 27.97 6 ? \ l O ~, ~ 25 guao~ a6 '~ ~ OlU 10' P.U.E. ~ ~ 'CJs ~ a `~, ~ _i 58• -----~ PAGE --- ~ ~O ~ ,1, 10' P.U.E. ~ ~ 1`~ 09 `'' ® /h~° j a~, C-~3 ~ n~ 10 PEE 58 E E- o ~e~ ~ 13 ~'Y ~O~ ~~~J9.AL-48.29' ;tn N 7"•32 ~0 PU 1 '27 42 E ~~~~/ k, ~~~ ~S? ~0 a C-10 ~2.~ ~NG\e 10' P.U.E. ~! ~ /~/ ~ c,h- 9o G' ~~L=66.15' / a _ „NFJ` N NSi~ \ /L 1'` 1. 7 ~' ~ s~6 N 74'32'18" E ,`~ ~ n 0 \ BSI 91 ~% ~' ~ / r8. j ~ ~' 8.02' ~~ ~?. -` sY ~. ,~ A \o \ ~0 ~ ~ '~ ~?~?u, 0J ~O L=61.95 ~ G 1 0 ~ 10' P.U.E. H 10' P.U.E. s 7Y ~q ~~. C- p. ~ ~~~y~ .• <`< 10' P.U.E. ~ t y 8 /~ ~ b°j~ ~~~ ~f. ~ 4yF BUt~O~NG\ \ C-25 ~ 6h C-17 BG~ ~ ~ '~' ~ 25 UN~ 1p o~0 20.62 ~!?99 L=29.71' /~ ~`ry0~~°' ~ jL=12.56' ~~o\' ~s ~! ~ ~,~~~5 %ory0 O \9`t~~ /dry ~ ~h / ~ ~ °° / i ~ ; 9 ~~ \~~, s4 64 F `~ ~°~ / S 74'32 18 W \ 2 10' P.U.E.~~ ~O~/ ~," ~~:)9. 10' P.U.E. =Y 'j°~ 10' P.U.E. 72.15' ~ \ 7.50'-~ ~ ~ ~ ~0~~ `S2S gyp, „ ~ O• "e ~ =9ss.~2rc o~.e ,ti` tiyOJ 63 ~ ~j~ ~ • S 49'02'31" W ~, y- s 60.00' ~+ L=229.05' ~'1~'" °6J96`TO• ~~j~ ~ / PL: B~ ~"' 9y%~ ~ ~ ' P.U.E. ?y"~ -f ~~o~ ~ D=00'59'23" RL'. ` e ~\ s2 ~ / ~ R=780.00 ~ - ~ ~ ® / L=13.47 ~, ~ 10' P.U.E. \6,~ ~ / CHD=N 40'27 47 W `' ~ ~`~ ~ ~ ~ 13.47 OFFI CIA L ~a 6p 61 \ 1 ~j ~/ ~ 15' P.D.Qc U.E. 5' P.O.dc U.E. ~~`' ~ / / S 4'5'1 6'58" W a~~~~ ~ 437.40' j ~ \ ~gsS4; ~_ 27.38' ~~ k~ ~ /1~ 6 A ~ - J~ ~/ .0' P.U.E. - 0.214 ACRE PU ANAGE ` V LUME _____. PAGE ___ UTI MENf 21.34 N 0746'31" 105.97' S 07'46'31" E / L 92.42' 1/ ~/ ~ Pls BBLF. CREEK s 8zooo9" w CALI,I; VOLUME OI'FICIAL DEED Rf DEVELOPMENT SERVICES TRANSMITTAL LETTER Name/Firm: TAE WA-L~A~~ GtZouf' ~ T.t•`,c.. Address: $ 2 25 G ~t~41.~ ~q,/~yc„ -y>(z,~ V E„ W }4-~, Tx.. 'l rte? 0 2 Date: 6 ' /~ - 9 9 Phone: C2~'4') ??2 - `~ ~7 2 Fax: ~2 54~ ~ 7!0 - Z9 2 4- We are transmitting the following for Development Services to review and comment: (Check all that apply.): ^ Master Development Plan ^ Preliminary Plat Final Plat ^ FEMA CLOMA/CLOMR/LOMA/LOMR ^ Site Plan ^ Crrading Plan ^ Landscape Plan ^ Irrigation Plan ^ Building Construction Documents w/ ^ Redlines w/ ^ Redlines w/ ^ Redlines w/ ^ Redlines w/ ^ Redlines w/ ^ Redlines w/ ^ Redlines w/ ^ Redlines w/ ^ Redlines INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: ^ Waterline Construction Documents w/ ^ Redlines ^ Sewerline Construction Documents w/^ Redlines ^ Drainage Construction Documents w/ ^ Redlines ^ Street Construction Documents w/ ^ Redlines ^ Easement application with metes & bo unds decsription ^ Drainage Letter or Report w/ ^ Redlines ^ Fire Flow Analysis w/ ^ Redlines Special Instructions: ^ Development Permit App ^ Conditional Use Permit ^ Rezoning Application ^ Variance Request Other -Please specify r-~nlA-L n`.~ r .~~p. w/ ~E.,~ ^ TxDOT Driveway Permit ^ TxDOT Utility Permit ^ Other -Please specify TRANSMrITAL LETTER 1 of 1 TRANSMIT.DOC 03/23/99 LETTER OF TRANSMITTAL The Wallace Group, Inc. Engineers ^ Architects ^ Planners ^ Surveyors TO: City of College Station DATE: June 11, 1999 ATTN: Ms. Bridgette George PROJECT: Pebble Creek Phase 8B JOB NO: 9668 WE ARE SENDING YOU x ENCLOSED PLANS CUT SHEETS SPECIFICATIONS WORK PLAT PLAT AND/OR FIELD NOTES COPY OF LETTER UNDER SEPARATE COVER -THE FOLLOWING CONTRACT DEDICATION CHANGE ORDER SHOP DRAWINGS ADDENDUM x OTHER COPIES DATED DESCRIPTION 1 Final Plat Application and filing fee 13 Final Plat FOR YOUR USE x AS REQUESTED OTHER - REMARKS: x FOR YOUR APPROVAL FOR REV/EW & COMMENTS APPROVED AS NOTED RETURNED FOR CORRECTION SIGNED CC TO: Files Jed Sula P. O. Box 22007 -Waco, Texas 76702 8225 Central Park Drive, Suite 100 - Waco, Texas 76712 (254) 772-9272 - (800) 336-1683 -Fax (254) 776-2924 06/15/1999 10:31 409-690-7E2E YOUNG PEBBLE CREE~C 4500 Pebble Creek Parkway College Station, Texas 77845 Country Club: 409.690.0996 Development Company: 409.690.0992 Fax: 409.690.6081 Please deliver the follozoing pages to: PAGE 01 Name: ~~ t D ~~~-r~ ~' Company: G~ ~~ ~~ ~1-~T~ar~1 .. Fax Number: ~ ~' `~" ~" ~ `f' ~ ~ Total Number o, f pages {including cover page): Date: ` j iS ~ eta Front: B Q~DB Y ~1`1. V Z.,~,jN Comments: ~ ~+4~-V~ ~ ~1, `~ ~~ ~Q ~l~I~~~ ~e~ ~x LETTER OF TRANSMITTAL TO: City of College Station DATE: Julv 2, 1999 A The Wallace Group, Inc. Engineers ^ Architects ^ Planners ^ Surveyors PROJECT: Pebble Creek Phase 8B JOB NO: 9668 WE ARE SENDING YOU x ENCLOSED UNDER SEPARATE COVER -THE FOLLOWING PLANS SPECIFICATIONS x PLAT AND/OR FIELD NOTES CUT SHEETS WORK PLAT COPY OF LETTER CONTRACT DEDICATION CHANGE ORDER SHOP DRAWINGS ADDENDUM OTHER COPIES DATED DESCRIPTION 10 Phase 8B Revised Final Plat 1 Engineer's Estimate (Signed and sealed) x FOR YOUR USE x AS REQUESTED OTHER- REMARKS: x FOR YOUR APPROVAL FOR REVIEW & COMMENTS APPROVED AS NOTED RETURNED FOR CORRECTION In response to Staff review comment number 4, the 100 year f/oodplain location was determined to be as shown. This was verified with topographic survey information and a drainage analysis of this area. SIGNED CC TO: Files Jed Sulak P. O. Box 22007 -Waco, Texas 76702 8225 Central Park Drive, Suite 100 - Waco, Texas 76712 (254) 772-9272 - (800) 336-1683 -Fax (254) 776-2924 ...... -- Veronica.Mor an - Re: c8b r _ r_ ..... Page 1 From: Kim Foutz To: VMORGAN~CITY OF COLLEGE STATION.CITY HALL Date: 7/15/99 3:02PM Subject: Re: pc8b The only changes I would have are: sentence #1: Per our last conversation, the City of C.S. is processing the request for offsite easements for P.C.-8B, which are proposed to be... paragraph 2, sentence 3: delete "large" paragraph 2: How we reference our desire for construction design which fits the landscape? Thanks for the work!! Please send me a final copy for my files. »> Veronica Morgan 07/15/99 02:13PM »> _~~ i ~~,~ c,~.~~. ~ ~ 4 a r t~~~. a~~~* k«.Hi ti~ + ;, ~'r+i. .Tr~" ~~'~ ~ f g '~~i lei f+ y~ .r ; c , ~ P' , .~f ~ k~ D,~ ~'., '~''~~~~N;~~~ ~ Pre ~`, ~ y`. ' ; ~~ - ~, t,. ~~~ ' The"City ~# ~~1~ ation =G ~~ ~ ,,; t ;,, ~ ,~, ' % ~~~~~ ` ~~k ~ "' ~~ ~P.O 'BOz 230 ;~ } ~:; ~ ~ , , ;~. . w r k , ~~` " '~ College Station; ~asT 842- '~ ~ 4r ° ~~~ b ~a ' yt ~ f '~' w pT : - ~~~~'"t ~ ;~ r-- ~;.~ ~{. FY1,. y tlf ,~ a H' , 31 ~~ ~ r~. ~~ ~<,~ a ~ +.~`zk G ,, ~~ .~ ~ ~ ~' ~ , t ^ts Lufkin,' Tezas475901 r .. y ~' s .'" - ` ,:: 1 ~ ~~ ~ . `~~ ti; , _ July 1.8,1994 ~ ~, v Ns ~ ~ kkf ~n,~, , ,~` 7 : tx ~- ~ vi~ 9 p;fs;~ ~ ~~~a t r, 7 ,. .. ~ ~ '~~~ - ~ c ~ K k~ ~ +w'4 rkr~'R sY' . ~ ~ v r ° r k ~ ~ `J~`~a~ ~d i ~ r~" . ~ ~y F ~ S, S"4 r 4 S ~ ~' ~ ~ Y ~ < ~~ TF'~„5~~ ,~ 6'„~`~_y ~',~} $Y t~ ~~~~i ti~ .}~ s U ~C'i • 4.~ 7~ *L°.'Y ti ~ ~ ^;y d*~ ~ T 1~1.'R ~ 7'~ ~ 6r r't v: 4 s ~ r F ~ t "~ ,4 ~ 'y rte, 'y,,, ~` r s ~ Tejas Ecological"Se es~- d ~r t, ,~. ., ~ ~` r x a {' R P ~ t i ~v+~' ~ i r e~ r~' ~~~~ :~~ ~ a ~~ ~~ '" 'P'.' µ ~~~ s r •:r.,: b ~ ~ ~ .7~ .t';1 .y,,,,~._ ~ a.,rG4 ,~'~ f .r'r.~+rysn,6i '„ . LETTER OF TRANSMITTAL The Wallace Group, Inc. Engineers ^ Architects ^ Planners ^ Surveyors TO: City of College Station DATE: Mav 25, 1999 ATTN: Veronica Morgan PROJECT: Pebble Creek Phase 8B JOB NO: 9668 WE ARE SENDING YOU x ENCLOSED x PLANS CUT SHEETS SPECIFICATIONS WORK PLAT PLAT AND/OR FIELD NOTES COPY OF LETTER UNDER SEPARATE COVER -THE FOLLOWING CONTRACT CHANGE ORDER ADDENDUM DEDICATION SHOP DRAWINGS OTHER COPIES DATED DESCRIPTION 1 Phase 8B Plans 1 Engineer's Esfimafe x FOR YOUR USE x FOR YOUR APPROVAL x FOR REVIEW & COMMENTS AS REQUESTED APPROVED AS NOTED RETURNED FOR CORRECTION OTHER- REMARKS: These plans have been revised according to staff comments on 4/30/99. Please review and let us know if (here are any ofher comments or concerns. F/~ -ZZ~ SIGNED CC TO: ~ ~ I Jed Sulak P. O. Box 22007 -Waco, Texas 76702 8225 Central Park Drive, Suite 100 - Waco, Texas 76712 (254) 772-9272 - (800) 336-1683 -Fax (254) 776-2924 LETTER OF TRANSMITTAL The Wallace Group, Inc. Engineers ^ Architects ^ Planners ^ Surveyors TO: City of College Station DATE: March 25 1999 ATTN: Jeff Tondre PROJECT: Pebble Creek -Phase 86 JOB NO: 9668 WE ARE SENDING YOU x x PLANS SPECIFICATIONS PLAT AND/OR FIELD NOTES COPIES DATED 1 1 x FOR YOUR USE x AS REQUESTED OTHER - REMARKS: ENCLOSED CUT SHEETS WORK PLAT COPY OF LETTER Plans Master Plan Mylar FOR YOUR APPROVAL APPROVED AS NOTED DEDICATION SHOP DRAWINGS x OTHER FOR REVIEW & COMMENTS RETURNED FOR CORRECTION ~'9 z~-cP SIGNED CC TO: Sulak P. O. Box 22007 -Waco, Texas 76702 8225 Central Park Drive, Suite 100 - Waco, Texas 76712 (254) 772-9272 - (800) 336-1683 -Fax (254) 776-2924 UNDER SEPARATE COVER -THE FOLLOWING CONTRACT CHANGE ORDER ADDENDUM DESCRIPTION