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Home My WebLink About29 Development Permit 314 Pleasant Grove Baptist ChurchDEVELOPMENT PERMIT PERMIT NO . 314 PLEASANT GROVE BAPTIST CHURCH FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lots 7-11, 19-22 ofBlock 6 of the McCullough Subdivision SITE ADDRESS: 1216 Detroit Street OWNER: Pleasant Grove Baptist Church Contact: The Reverend Arnold 4501 Northwood Bryan, TX 77803 DRAINAGE BASIN: Within Basin 5 branching off from Bee Creek Tributary "B" TYPE OF DEVELOPMENT: This permit is valid for all site construction associated with the approved facilities expansion. Contractor shall prevent silt and debris from leaving the site in accordance with the City of College Station Drainage Policy and Design Criteria . Owner and/or contractor shall be responsible for any damage to existing city streets or infrastructure due to heavy machinery and/or equipment. 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 application for the above named project and all of the codes and ordinances of the City of College Station that apply . Administrator/Representative Date ' Owner Date Contractor Date 11 PLEASANT GROVE BAPTIST CHURCH ACTIVITIES BUILDING ADDITION COLLEGE STATION, TEXAS 11 ii FOR : 'I I, ii PLEA.SANT GROVE BAPTIST CHURCH II II 11 I BY : M . L. HAMMO NS , P.E . 1700 KYLE SO UTH , SUITE 240 COLLEGE STA TI ON , TEXAS ·1 l=== --------========= I I I I =======11 1y1&/~~.~~ PROJECT: LOCATION : PROJECT INFORMATION Construct 3,265 sf Activity Building Pleasant Grove Baptist Church . 1216 Detroit Street.College Station, Texas DRAINAGE BASIN : Bee Creek -Tributary "B" (See Map -Attachment #1) EXISTING DRAINAGE CONDITION: Current drainage at the site is surface flow to street gutter. (Detroit, Nevada and Carolina Streets). The tract is 1.02 acres . The entire tract is covered by building and walkways, or lawn grass. There are no erosion or stream conditions on or emanating from the site nor are there erosion or stream conditions leading to the site . Attachment #3 is the proposed site plan . PROPOSED DRAINAGE : It is proposed that stormwater drainage from this site remain as is . No detention is proposed since the flow created by this improvement is so minor. The proposed building and walkway adds 3 ,725 sf of impervious area, and contributes 0 .59 CFS discharge flow during the 100 year storm event. (See flow calculations , Attachment #2). / ~ 0:: ~ a I ~ ::..:: ~ ~ ~ -z - ::;( 3: ::..:: / -n:: I <{ Q DARTM OUTH I ~j I I ~ ] / I c! - IT] / <.__;-- \. !ATTACHMENT #1 I STORMWATER FLOW CALCULATIONS IMPERVIOUS AREA INCREASE : Building Cone . Walks Total = = 3,265 SF 460 SF 3,725 SF 0 .086 AC "RATIONAL" FLOW CALCULATIONS : Q 100PRE = .35 x 12 .5 x .086 = 0 .38 cfs Q 100POST = .90 x 12 .5 x .086 = 0 .97 cfs Q 100 -Flow Increase = 0 .59 cfs Q 5PRE = .35 x 7 .7 x .086 = 0.23 cfs Q 5POST = .90 x 7.7 x .086 = 0.59 cfs Q 5POST-Flow Increase = 0 .36 cfs !ATTACHMENT #21 Date : September 22, 2000 To: Amanda Hudec, Accounting(\ .r+.. From: Bob Mosley, City Engineer '{I\'\ Subject: Completed Infrastructure from Private Development By the attached letter of completion for the Bridle Gate Estates Phase One development, we have accepted the following improvements to the City of College Station infrastructure. Streets: 27-foot wide pavement (Bridle Trails Court) 38-foot wide pavement (Bridle Gate Drive) Sidewalks: 4-foot wide concrete Storm Sewer: 18-inch diameter RCP (C-76 Cl. III) 24-inch diameter RCP (C-76 Cl. III) 30-inch diameter RCP (C-76 Cl. III) 36-inch diameter RCP (C-76 Cl.III) 5 to 6 foot diameter manholes (standard) Sanitary Sewer: 6-inch PVC sanitary sewer main (SDR 26, DR 3034) 8-inch PVC sanitary sewer main (SDR 26, DR 3034) 4-foot diameter manholes (standard) 865 linear feet 960 linear feet 6,650 square yards subtotal 4 7 4 linear feet 149 linear feet 655 linear feet 127 linear feet 4 each subtotal 295 linear feet 920 linear feet 2 each subtotal $164,899.00 $89,152 .00 $41,343 .00 _., ' Water: 6-inch PVC main (C-900, Cl. 150) 8-inch PVC main (C-900, Cl. 150) Fire Hydrant Assembly (standard , Type I) 7 64 linear feet 915 linear feet 3 each Subtotal The total cost of the above infrastructure is $ 358,508 .00 . c: Natalie Ruiz, Development Coordinator Vernon Wright, Engineering Technician Missy Green, Staff Assistant $63,114 .00 LETTER OF COMPLETION CITY ENGINEER CITY OF COLLEGE STATION COLLEGE STATION, TEXAS Dear Sir: DATE: __ 3=r/_-2_.,._/~o~o""'----/ I RE: COMPLETION-OF ~,-~Jc bq.,,ft &A~s= ~.s=e Ac. The purpose of our letter i s to request that the following listed improvem ents be approved and accepted as being constructe d unde r city inspection and completed acco rdin g to plans and specifications as approved and required by the City of College Station, T exas. This approval and accep tance by the City is requested in order that we may finalize any sub- contracts and to a ffirm their warranty on the work . This approval and acceptance by the City of the improvements liste d below do es h e reby void the letter of guarantee for the listed improvements on the above refere nce project. The one year warranty is herby affirmed a nd agreed to by --""-~-'-"'i~L.-4''-""'-L-',.J""'----and by their sub-contractors as indicated by signatures below. WORK COMPLETED ukk/i~e ACCEPTANCE & APPROVAL DATE ci,h/oo I / I I 4&/oo / Contractor: llx62& Address : /zoz W-<.,kmh. ~/~ ~J7&',r, lX 77?~.s- Signature: . .,, BRIDLE GATE ESTATES PHASE ONE 11. 32 ACRE DEVELOPMENT. -26 SINGLE FAMILY RESIDENTIAL HOMES 8: 1.4 ACRE COMMERCIAL DEVELOPMENT OCTOBER 4, 1999 . .... ENGINEERS QUANTITY AND COST ESTIMATE OF CONSTRUCTION COST >, ITEM DESCRIPTION UNITS QTY. UNIT PRICE EXTENSION I CLEARING EASEMENTS AC . 1.35 $2,000 .00 $2,700 2 ROADWAY EXCAVATION (IN PLACE) C.Y. 3000 $3 .00 $9,000 3 6" STABILIZED SUBGRADE (4%) S.Y . 7663 $3 .00 $22,989 4 EXTRA LIME (TYPE A) UP TO 6% TONS 31.0 $90 .00 $2,790 5 6" GRAVEL BASE BETWEEN C&G S.Y. 2780 $6.00 $16,680 6 7" GRAVEL BASE BETWEEN C&G S.Y. 3625 $7.00 $25,375 7 1.5" H.M.A.C S.Y . 6405 .$5.50 $35,228 8 CURB AND GUTTER L.F . 3468 $7.00 $24,276 9 CONCRETE VALLEY GUTTER L.S. 583 $4.00 $2,332 10 4' WIDE SIDEWALK S.F. 6644 $3.00 $19,932 II SIDEWALK RAMP EA . 4 $450.00 $1,800 12 RE-VEGATATION S.Y. 3595 $0.50 $1,798 13 18" RCP C-76 CUii L.F . 474 $38.00 $18,012 14 24" RCP C-76 CUii L.F . 148 $42.00 $6,216 15 30" RCP C-76 CLlll L .F . 652 $48.00 $31,296 16 36" RCP C-76 CLlll L.F . 127 $54.00 $6,858 17 5' RECESSED INLET EA . 3 $2,500.00 . $7,500 18 10' RECESSED INLET EA. I $3,000.00 $3,000 19 STORM SEWER MANHOLE EA. 4 $1,700 .00 $6,800 20 DRAINAGE STRUCTURE OS-I L.S. I $3,000.00 $3,000 21 DITCH EXCAVATION -SH-6 C.Y . 530 $3.00 $1,590 22 RE-VEGATATION -SH-6 S.Y. 1660 $0.50 $830 23 DRAINAGE STRUCTURE DS-2 L.S . I $3,000.00 $3,000 24 ROCK RIP RAP S.Y. 35 $30.00 $1,050 25 6" PVC WATERLINE L.F . 793 $18.00 $14,274 26 8" PVC WATERLINE L .F. 914 $20.00 $18,280 27 24"X8" TAPPING SLEEVE & VALVE L.S. I $5,500.00 $5,500 28 8"X6" CROSS EA . 2 $600.00 $1,200 29 8" VALVE EA . 2 $750.00 $1,500 30 8" TEE EA . I $500.00 $500 31 STD . Fl RE HYDRANT EA. 3 $1,750 .00 $5,250 32 6" VALVES EA . 4 $600.00 $2,400 33 BLOW OFF ASSEMBLY EA . 2 $375.00 $750 34 W~T CONNECTION L.S . I $500.00 $500 35 WATER SERVICES L.F . 648 $20.00 $12,960 • I 36 6" PVC SAN. SWR . L.F . 296 $22.50 $6,660 37 8" PVC SAN. SWR . L.F . 860 $22 .50 $19,350 38 STD . SAN . MH (6'DEPTH) EA . 4 $1,650 .00 $6,600 39 X-DEPTH MH V.F. 13.2 $90 .00 $1 ,188 40 SEWER SERVICE CONNECTIONS L.F . 503 $15 .00 $7 ,545 41 EROS I ON & SEDIM . CONTROL LS . I $2,000.00 $2 ,000 42 TRENCH SAFETY LS . I $2,000 .00 ~, $2 ,000 43 END OF ROAD SIGNAGE EA. 8 $80.00 $640 44 PERFORMANCE AND PAYMENT BOND L.S . I $5,447 .22 $5 ,447 TOTAL PAVEMENT = $164,899 TOTAL DRAINAGE = $89,152 TOTAL WATER LINE = $63,114 TOTAL SAN. SWR . = $41,343 MISCELLANEOUS = $10,087 TOTAL ESTIMATED CONSTRUCTION COST = $368,595 LETTER OF COMPLETION q CITY ENGINEER CITY OF COLLEGE STATION COLLEGE STATION, TEXAS Dear Sir: RE: COMPLETION OF ffe,.2/c ba.-ft &A~s= ~s-e a?nc. The purpose of our l etter is to requ est that the following li sted improve ments be approved and accepted as being constructed under city insp ection and completed according to plans and specifications as approved and r equired 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 b e low does h ere by void the letter of guarantee for the listed improvements on the above refere nce project. The one year warranty is herby affirm ed and agreed to by __ ...._?q:__._..,~C-4~.L:A..J"""----and by their sub-contractors as indicated by signatures below . WORK COMPLETED u_kluhe ACCEPTANCE & APPROVAL DATE ~/..2/oo I I 7 7 ~loo / Contractor: Lex c;..L?c-J Address: /Zt!?Z br"-km /Jl. 4~ ~Y&d1 .1X z7?f£S- Signature: