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Home My WebLink About39 DP Henton Subdivision 03-29 One Lincoln PlaceI <Jr !ITEM I EST. 1' 1 11::::1 NO. QTY. JNIT WATER LINE 357 2 380 3 6 4 5 2 6 7 3 8 2 LF Furnish and Install 12" PVC Water Main (AWWA C-900, DR 14, Pressure Class 200) 6'-8' Bury (Standard Backfill @ 90% ASTM D-698).complete and in place for Dollars and Cents per linear foot. LF Furnish and Install 8" PVC Water Main (AWWA C-900, DR 14, Pressure Class 200) -6' Bury (Full Depth Cement Stabilized Backfill) complete and in place for D~ara and ___________ Cents per linear foot. EA Furnish and Install 12" M.J . 22-1 /2 Bend to include all necessary thrust blocking complete and in place for D~ara and ___________ Cents per each . EA Furnish and Install 12"x8" M .J. Cross to include all necessary thrust blocking complete and in place for Dollars · and ___________ Cents per each. EA Furnish and Install Std. City of College Station Fire Hydrant w/appurtenances including all necessary tees, valves and blocking complete and in place for · Dollars and ___________ Cents per each . EA Furnish and Install 12" Gate Valve and Valve Box complete and in place for Dollars and ___________ Cents per each . EA Furnish and Install 8" Gate Valve and Valve Box complete and in place for Dollars and ___________ Cents per each . EA Furnish and Install 2" Blow-off Valve to include M.J . tapped plug complete and in place for Dollars and Cents per each . r $34.00 $12,138.00 $27.00 $10,260.00 $750.00 $4,500 .00 $900.00 $900.00 $2,300.00 $4,600.00 $1,500.00 $1,500.00 $800.00 $2,400 .00 $450.00 $900 .00 .. , i LOT~j ~~~2~E~:~~j~~iilf 1J~lifelf~ilfi! l!lllJiJl1lilll!ic I~~~ ~~: UNIT •• . ...• . ••ITEM ~~~~:,;~:~"~!iY'~l ti·i~;;: 'f I [Iii~! ij~ 11!18 9 5 10 2 11 4 12 20 13 14 737 EA Furnish and Install 8" M.J. Plug & mark at surface w/ 2" PVC painted blue to include all necessary thrust blocking complete and in place for Dollars and ___________ Cents per each. EA Furnish and Install 8"x8" M.J. Cross to include all necessary thrust blocking complete and in place for Dollars and ___________ Cents per each. EA Furnish and Install 8" M.J . 45 degree Bend to include all necessary thrust blocking complete and in place for Dollars and Cents per each. LF Furnish and Install 18" Schedule 80 PVC Encasement Pipe to include spacers at 5' intervals, runners, watertight endseals, restraining joints and all necessary appurt. complete and in place EA LF for Dollars and ___________ Cents per each. Connect to existing 12" waterline at existing valve located at "The Veranda " complete and in place for Dollars and Cents per each. Furnish and Install waterline Trench Safety (8' max depth) complete and in place for and Dollars Cents per linear foot. WATER LINE -SUB-TOTAL 1 ltems(1-14) $225.00 $1,125.00 $600.00 $1,200.00 $500 .00 $2 ,000.00 $35.00 $700.00 $500 .00 $500 .00 $1 .50 $1, 105.50 $43,828.50 ·.···········.········.> Lo~s ...••••.••..•..•..•. ·.··•··•••••··•·• ..•. • .... 1.··········.· ... • .••. · ..•. • .• • .. :.· ••.•. • ...•.. 12.· .. ·.• .. ·.•.·2·.•.·.•.·.H········· ... ·.·.E ... ·.· .•... E····.•.w.·.N·······N .....•. ·.G·.A;.T·· .. ·········IT .. ··o··N····.····E·.···.··N·E········R.·.·.· .. E.·.•.•.s.• ... • ... •.·.•.RL.•.•.u.•.•.•.•,.•·.···.·SN.8.• .. •.· .. •.·.·.·E·.D ... E.· ... ·.'&s .. v.• .. •.·.·.•.T.· .. · .. J····· .. s·.s ... ·.' ... ·.•·• .. ·M.···.······f ...•... • ... o.···.·····s.A.•.•.•.•.N ...•. A •• T.• .. • .. • .. •.•.~.:N·.E.• .. •.·.• .. •.L .•.•. J:.1,1 ..• T ... ~ ••. ·.·.•.· .. •.: ••. •.m.'············i:b;R: •. ·.2.•.•.•.:.v.· ... :.•.1.R.•.a.• .. • .. • .. • .. •s•.•.E.•.N.•.•.•.•.·E•.p.•.•.e.•.•.•w·.·C« .. •.•.•.:.;·L.: .•. • .. E·.1 .•. ' .•. ~ .. R•.•.• .. :.:.·.·.~ ... • ...•.. : ........ • .. •.• .. P·;.1 •. •.•N•.•.• .. L.•.·.·.·.1E·.N.·.•.·.•.·.•.· ...•. ·.•.1.•11~1 ·1 i : :·::.•· > ~ru •• L; ••• •• •• ••••• i· ] . . . . · .@•• }··•·) .. ·.·•·•• .. •.•..... . ... ·•••••·••••·.···; .•......... · · ··········••••<·••<><.••<<>: P .9Ns·9~i 69Q~ ·••••::•·::•.••••••••••.• •:·:•·•.:·::·::••::••••• •• •• >> <: • : )/ .. '~i~ 1 :.~~::111~~;: 1 ·.·' ·. :'t ·1~~~1!1~~i~+:J!'1lllli!ll1!1 '11ir11·1rr! ll1lf !lL,f ljltt111'1~~1 SANITARY SEWER LINE 15 407 16 248 17 44 16 17 18 19 699 20 5 LF Furnish and Install 8" PVC Sanitary Sewer Main (SOR 26 , ASTM 3034 , CLASS 160) -6'-1 O' Bury (Standard Backfill @ 90% ASTM D-698) complete and in place for Dollars and __________ Cents per linear foot. LF Furnish and Install 8" PVC Sanitary Sewer Main (SOR 26 , ASTM 3034 , CLASS 160)-6'-10 ' Bury (Full Depth Cement Stablized Backfill) complete and in place for Dollars and __________ Cents per linear foot. LF Furnish and Install 8" PVC Sanitary Sewer Ma in (SOR 26 , ASTM 3034 , CLASS 160) -6'-1 O' Bury (Cement Stablized Backfill to 6 " min . above top of pipe ) complete and in place for Dollars and Cents per linear foot. EA Furn ish and Install Standard City of College Station Manhole -8'-9' depth complete and in place fo r Dollars and Cents each. LF Furnish and Install Standard City of College Station Manhole -1 O' 12' depth complete and in place and Cents per linear foot. EA Tie 8" Sanitary Sewer Main to Exis ti ng Manhole complete and in p lace fo r Dollars and Cents each . LF Furnish and Install Sanitary Sewer Line Trench Safety (8' ave . depth) complete and in place fo r Dollars and Cents per linear foot. EA Furn is h and Install 8" plug & mark end of line at surface w/ 2" PVC painted green extend ing 4' above ground fo r Dollars and __________ Cents per linear foot. SANITARY SEWER LINE -SUB-TOTAL 2 Items (15-20) $34.00 $13 ,838 .00 $38.00 $9 ,424.00 $35 .00 $1 ,540 .00 $2,500 .00 $2 ,500 .00 $4 ,500 .00 $4 ,500.00 $1 ,000.00 $1 ,000 .00 $1 .50 $1 ,048.50 $200.00 $1 ,000.00 $34 ,850.50 ~:~~~~~~~o~~i122~w~A-~T~E~R-rL-pl~N1Er&-~8~S~A~~N~l~R~S-~E~W.~E·~R:~1~N!IE~~i~ii~iii~~iJSf: ......... _ _ :: ·=::::; :::: :~= =~:: ::::r-. . · : ·:=·.<_. · · -. :-: _::· ·-:-· :::::::: ·. : :;.::M . <: .•. /= =~=_.: \{:)~{{{{: :rr~tI!'.!~11r~:rrt~~?!i~~1?/~i~~~~~~i1~i~i!~.:~~--~.:~-~~~; __ ~~~[\~f :;::::;~~~~;~:;::ii~~~~~ ···""'•/.•:... ..:::::,; .• :::. ......... ..:,=:: :.: .... .-.:.:.-.-. .-::: •...•• ..:: •••• ·.::::, ••• _:_::•··._•_·_•.·:··--··_· .• ·.·_·._-_· .• ·_:•-_.•_.•--_•-_.·-.·._.·-_.·_.·.·-· __ .•_.·_ .• ·:•-_:·-·_.·_ .• • .• ·:·-···:· .• •._:•-.• •_.·-.• ·_ .• •_.·_.•_·_.• __ .•_.•_-.· •• ·.•.:·-·•_· ...• •_.: •. _·• .• •:·.•.·.•.·_.·_.•.·_.: .• •_ .• ·.•_J·_··_.··_.·_·.·u·_··_·_· __ N·_·.·.·-_···e·_·.·.·_-_._•:·_.-.·_:·_.·_•o·.·_·.·.·.·.·2·.··.·.·.·.,•.••:·-•_·:·,:•.·2•.·.·.·_·_·.·.·o·_·.·.·_·_·.·o.·.·.·_·,·.•.·3·_·_·.·.·.·.·-·.·.•.·-············································:::::::'···::::--.·······"'··-'-···································· ;. . : . : . . . ' : . : ' ' ' ' ' ' :_{_: ·_: ·_: :_ .. :.~ ·.• _: _: _:.~_:.~_:.~.~-~-~-~-~-~-~-~-~-~_:.~.~-~-~-~-~-~-~-~-~-~ : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : ; : : : : : : : : : : : : : : : : : : : : : : : ; : : : : : _: ~-~ ~-~ :.~.~-~-~-~-~-~-.~_:_:_: ,: _:,: : __ :_~-~-~.~_:.~.~-~_:.~.~-~.:.~ ~-: : _: :.\) > ~ {:::::::::: : : : : : : : : : : : : : ;. .. : . . . . . . . . . . . ··.:·:::::::::::: .. : ;::. ·.·.·.·.-.. :··:; :::::::::::::::::;:::::::::::::::::::::::::::{{{:~.:; .·.-_::···:::'.:::~:::-:::::::=:.·.::·:·:/:::.. ·:···:·:·:·:·:·:·:·:·:·:·:·:·:·:·:·:::::::·:;:::::::::::·::.:··=· ·.• .. l .. TNEOM .. ··1 ........• QesT····y+ ............ r ._•._• .. •·u<N>l·T····1 ··.; ··•·::·•·:···········.;+~·~·-·d·~·~8~;·~+;8 ·~·-·~····~~·~8g!•t~••l81B·l:!!.l .. l.•.•.•.:.•.•.:·······•.·.:.:_·.:.:.:.•.: .•. -.•.•. -.•.·.····•.•.:.:_·.:,·············u···················:_N:···.·······F···l····T··.·,··_·G····~u:~_·R·····f.cEES·······-··-··l········N········-····:_·.····1·:·.······-····T.:_._ •.• JbNr .••• FA.•··,·•Gij U··~Rk_rEi6Se.············ ·f· . :-u:'\./ .. ; ...... · ............... :::::· .. · . .-. .............. ·-·:}:•:•:••••············•·<=•·/:•:•·~············•·<·•··························::::=::-l INGIUt:.N I AL~ 21 22 23 LS Provide Construction Staking to include Layout, Cut/Fill and all other forms of surveying services necessary to complete the Work. Layout Cut/Fill staking and calculation must be conducted under the authority of and certified by a Registered Professional Surveyor or Engineer complete for Dollars and ___________ Cents per lump sum. LS Furnish and Install all necessary Barricades, Signs and Traffic Control Devices at existing Private Access Drive complete and in place for Dollars and Cents per lump sum . LS Furnish and Install Eros ion & Sediment Control Devices, Hydromulch , Seeding , Sodding as shown on Plan Sheets U-1 & DT-1 complete and in place for Dollars and ___________ Cents lump sum . INCIDENTALS -SUB-TOTAL 3: Items (21-23) $6,000.00 $6 ,000.00 $500.00 $500 .00 $6,000 .00 $6 ,000 .00 $12,500.00 iiii1r~~ri~1f i~ltl~~~lllllllli!llli!if Jii 111!1 i~!~1!11lii~llj . • .n . 9V.Ni;•Q~i ~PQ .~t ]] : : : ?··.•.•.•:.•.·.····· .. •···.·.•.· ...•. ·.·.·.·.•.· ... •.·.· .. ·.• ... •. • .... •.•·.•.•.•.• ... ··• .. ··•·•·•·•·•·•·•·•·•·•·•·•·•·•·•·•·••···•·•··•··•··•···•·••·••·•• . .:;:.:rn:: .... · y: ..... ' .... · .·. · ... · ..... · ............ -. -. ' ..... ·. ,· .. --·· -. '.· ... ·' ... · ............... • ........... '.•. ·.· .· .· ... ·.· ... ·. ·.·.· .·.' ... ·.·. · ... ·. ·. ·.·. ·.·. ·.· .·. ·.·.· ::;:::::: :;:;: ;:;:::::;:;:;:::::::::: ::::: :: ::;:::; ji[i:~i~~~~i~i i~1i~j~ ~~~~~~~~~~~ ~ ~i~~~~f ....... · .·.· .· .·. ·.· .· .·.· .· ..... ' .· .·.· .·.·.· .· .·.· .· .·.·.· .· .· .·.·.· .· :;i::::::;::i;i:i:~i.\t.~i\.i~.;/f.f.ii.~.i.'..~.i~.i.:.=.:.:~.·.~~.:.~i~.~.~.\ .. :.~.:.~.~~~.~.:.~.~i .. ~.~.~.i.i.ii.~.i.i.i.ij.~.i.:.:.i.ii.i.:: .. :~.:.:.:.~.~.~.ii.i:.f;.~.=~.-~.i~.~.i.i.!.it.i.i .. ;!.~~ .. ~i.ff.~~.~~.:~~i~~~~~~i~i~~~i~i~i~i .·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· .·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· ::::::::::::::::::::;:;:;:;:;::::::::::::::::::::::::::::::::::::::::::=: • ww .•.•. ·.·············•·•·•·\: •••••••••••••••• /•••:•///• ••••••••••.•• 1:9!1.q efii.9'.~·· • > 1rEM Des c8i e+1a& g pfi1cg 1&w0Fios: · ...... ii Ii ir~f fa~~~1 : nN•r.1GuRes n· TOTAL CONSTRUCTION COSTS: (Sub-Totals 1-3) 15% CONTINGENCY: $91,179.00 $13 676.85 .·.·•••••·••••··.·. ··· ... ·· .... .··•· ········eN§INE§B'S §§I'M&!F:':F9B-:6§.g~].•Q§ :'.:.r. =.:::· .. {· ]t:.• .•.•. 1.•.•.•.•.• .•.•.•.•.••. : .•.••... •.·.·•.•• .. •.•.•.••.•.·• .... •.• .. ==• .. •.•.·.• .. · .. • .. •.•.• .. ·.• ... •,•.•,·.·.• ... •,•.: ...• . · u l..QTS··:·.:.::.= .. ·.1···.··.· ... ·.·.· .• • .. -,•.,·.·.· .. 21 .... ·.·•2·· H:~.·:· .. • ... : .. E.··.·.w· NA·.··.T ..... ·.·10. · .... ENR•.···.s ..... • .. • ... •.t·•.Y,.·.·N···s······ER .• =.:··'.·.·&=·.v .. •.·•.·.• .. •.' .. •.•.a·~.· .. ,=.~ .. · .. · ... a ....... •s·.·•··.•tJA .•.•. J N•·.··.·µ,··.or···•·.··i·l\rn .•. ·.i .. 6.2 .•. ·.: •.•. v..' .• ·.···•.o .. • .. · ... ·· .. •.·.•s:•.:··.•·.N ...•..•. E ••.• =.e .. ,w.'.·:·.:.•·.·•.P ..• •.·E•.'.N .• R··.•.·.·,·.··.·.c.• ... ;·,• ... •·.-...•.• .•. o.;·::·1•·.•·.N•·.··E··.•·.•·.·e·•.N.• •. •.· ......... •·::.•.P.•,• .. •,•.•.•,.,• .. Uw§··... . : I> •.• :> )/. · .... > ~~• "" •·= . .•. .• . . ·,: I .. :•• < . . . .... ·.·.····.•.•.•.· .. ·.•· .. ······.·.·• .. ••.·.· .... •:.•.• .. •• .. :•.· .. •• ... •· .. •·.· .. ·.•.·.•.·.· .. ···.·.·.·.···.·.·.·.•.· ...••... ·· .... •·:.•· .. • .. • .. ···:.•·.····· .. ···:···.·· .. :···: ... •· .... •· ..• •·: .•. ·.·.·: .. ·.• .. •.···.•.•.·.·.·.· .. ······:··.. ::::;::;•:•:· ........... ::::::::·)\ •\)(}//•:: · .. ·. ·················.············· ·.·><••·•·• ·· = .g YN§.9~f.gpg~= ? ·• <.:= :::.> • ••••• •· • • >•n :.:.='·T ::1~h ·1 ... •.· .. •·.=•.: .•..•.•• Q~ST(.YT ... •·••< 1.·.•.:···· .. •.•.••u•········N······•,••.TH.••·,· .. • .•.•. : ••••••••.•• \ :•/.·>·············· ) . . ( : }: . . t ? ·.:i·: .. :···::··=· .• ···'·.:···:··· ... • ... • ....•... • ... • ...•...•... • ....•... • .... • .. =: ... =·:··! .. :·.• .. • ....•... • ....•... 1 .. ·····'1 ....•... • ....•... • ... =· .. =• ... =• .. ·····'··! ...••...• •1 ... 1·· .. • ... • ....•... u ... ·• ... • .... • ...•....•...•... ·N ...•....•... ·:·:·f····l··.··tl•·.·G····. !~u•·•~.···R·.•i cE···s~··.•.= .. • .•. • .. ··'.···.· .. ·.= .. N .. ···:········:···· .. ··• .. •· .. ···.···.···'· ... • .... 1 ... • ... =• ... t .. ···:··· ...•. •.•.• .• ,•ON·······r. .. ······F·····A···!···!G~.·.•ui.•·R~E1.c······SE .•. : •. · •... ··•···•···• ... • ... ·······.···.:· Ns :· ···.· .. > IJEl\l1Pt:~c;R.1Pr1C)N &J:iR.1c.e:aNwq80$. 1 1 WATER LINE 357 2 380 3 6 4 5 2 6 7 3 8 2 LF Furnish and Install 12" PVC Water Main (AWWA C-900, DR 14 , Pressure Class 200) 6'-8' Bury (Standard Backfill@ 90% ASTM D-698).complete and in place for Dollars and __________ Cents per linear foot. LF Furnish and Install 8" PVC Water Main (AWWA C-900, DR 14, Pressure Class 200) -6' Bury (Full Depth Cement Stabilized Backfill) complete and in place for Dollars and __________ Cents per linear foot. EA Furnish and Install 12 " M.J . 22-1/2 Bend to include all necessary thrust blocking complete and in place for Dollars and __________ Cents per each. EA Furnish and Install 12"x8" M .J . Cross to include all necessary thrust blocking complete and in place for D~~ra and Cents per each . EA Furnish and Install Std . City of College Station Fire Hydrant w/appurtenances including all necessary tees , valves and blocking complete and in place for · Dollars and __________ Cents per each . EA Furnish and Install 12" Gate Valve and Valve Box complete and in place for Dollars and __________ Cents per each . EA Furnish and Install 8" Gate Valve and Valve Box complete and in place for Dollars an d __________ Cents per each . EA Furn ish and Install 2" Blow-off Valve to include M.J. tapped plug complete and in place for Dollars and __________ Cents per each . $34.00 $27 .00 $750.00 $900 .00 $2,300 .00 $1,500.00 $800 .00 $450 .00 $12 ,138.00 $10 ,260 .00 $4,500.00 $900.00 $4 ,600 .00 $1,500.00 $2 ,400.00 $900.00 r / r:·. :_:: .· I~~~ 8~~ 9 5 10 2 11 4 12 20 13 14 737 EA Furnish and Install 8" M.J . Plug & mark at surface w/ 2" PVC painted blue to include all necessary thrust blocking complete and in place for Dollars and Cents per each. EA Furnish and Install 8"x8" M.J. Cross to include all necessary thrust blocking complete and in place for Dollars and Cents per each. EA Furnish and Install 8" M.J . 45 degree Bend to include all necessary thrust blocking complete and in place for Dollars and Cents per each. LF Furnish and Install 18" Schedule 80 PVC Encasement Pipe to include spacers at 5' intervals , runners, watertight endseals, restraining joints and all necessary appurt. complete and in place EA LF for D~ara and ___________ Cents per each . Connect to existing 12" waterline at existing valve located at "The Veranda" complete and in place for Dollars and Cents per each. Furnish and Install waterline Trench Safety (8' max depth) complete and in place for and Dollars Cents per linear foot. WATER LINE -SUB-TOTAL 1 ltems(1-14) $225.00 $1,125.00 $600 .00 $1,200 .00 $500 .00 $2,000 .00 $35 .00 $700.00 $500 .00 $500.00 $1.50 $1 ,105.50 $43,828 .50 15 407 16 248 17 44 16 17 18 19 699 20 5 LF Furnish and Install 8" PVC Sanitary Sewer Main (SOR 26, ASTM 3034, CLASS 160)-6'-10' Bury (Standard Backfill@ 90% ASTM D-698) complete and in place for Dollars and __________ Cents per linear foot. LF Furnish and Install 8" PVC Sanitary Sewer Main (SOR 26 , ASTM 3034, CLASS 160)-6'-10' Bury (Full Depth Cement Stablized Backfill) complete and in place for Dollars and __________ Cents per linear foot. LF Furnish and Install 8" PVC Sanitary Sewer Main (SOR 26, ASTM 3034, CLASS 160) -6'-1 O' Bury (Cement Stablized Backfill to 6" min . above top of pipe ) complete and in place for Dollars and Cents per linear foot. EA Furnish and Install Standard City of College Station Manhole -8'-9' depth complete and in place for Dollars and Cents each . LF Furnish and Install Standard City of College Station Manhole -1 O' 12' depth complete and in place and Cents per linear foot. EA Tie 8" Sanitary Sewer Ma in to Existing Manhole complete and in place for Dollars and Cents each . LF Furnish and Install Sanitary Sewer Line Trench Safety (8' ave . depth) complete and in place for Dollars and Cents per linear foot. EA Furnish and Install 8" plug & mark end of line at surface w/ 2" PVC painted green extending 4' above ground for Dollars and __________ Cents per linear foot. SANITARY SEWER LINE -SUB-TOTAL 2 Items (15-20) $34.00 $13 ,838 .00 $38.00 $9 ,424.00 $35.00 $1,540.00 $2,500 .00 $2,500 .00 $4,500 .00 $4,500.00 $1,000.00 $1,000 .00 $1 .50 $1 ,048.50 $200 .00 $1 ,000.00 $34,850.50 .••••••••••• m m < ) >•• ·· ... •···· .. •···· .. •··· ... • ....... •····· .. •·· ...•. · ... • .. · .... ··•· ... · .... ·.· .. · ... •.· ... •.• ... • .. •·.··· ... ··· ... · .. ·.·.• .... • ... •· .. ·.•.• ... · .. · ... ·· .. ·.· .. · .. • ... ·· .... · ... ·.· .. ·····1···· ... •·· .... ••···.·.··· ... 2 .••.•...•.•.•.•...••.••.•. • .•..•..••.•.•.•. •.w ....•..•..•. · .. •.•·.•·.•· .. ·.•·.A····.•·.··.•·.•·.•·.•·.r .•·.•· ................... e ...................... R.·.·····················.• .. • .... u .••....••.••.••.•..••. 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LS Furnish and Install all necessary Barricades , Signs and Traffic Control Devices at existing Private Access Drive complete and in place for Dollars and __________ Cents per lump sum. LS Furnish and Install Erosion & Sediment Control Devices, Hydromulch , Seeding, Sodding as shown on Plan Sheets U-1 & DT-1 complete and in place for Dollars and __________ Cents lump sum. INCIDENTALS -SUB-TOTAL 3: Items (21-23) $6,000.00 $500.00 $6,000.00 $6,000.00 $500.00 $6 ,000.00 $12,500.00 j ;ll'~§Jt~[~~:fg~~~Bg~~~~ltlijf!Bllllllll!~' 1111111 !Ji'.jf Ill Ill ····> l?WW.AJf;B.·t.;;1 .. 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E. M.····.-·.·.B . .e.·····~:i.BR.··.··.1.··.P.·······.r..···.···.1.0.·· ....... N.·• .. ·•.·:·.·•·.&.··.··.: .••. P. • ..••..•.. R.··.·:•.1.c.•••.•·.····E·:·:·.·•·.••·.i.N .••..••.•••..•. w.·•.••.••.·•.h .••.••..••. k.•.···.6.•: .. · ••. s.···.···.:········:···········•·.:•.• )'/ • u&llfi~riiC:eWN···· ... ~· .. •· ... ·· .. •· ... •· .. · .. · · .. •· .. •.: .. : ... 1 .. ••.:·.· .. •· ... •·::.·1°.•.N::.t .... · .. •:F·A·····.·.,·•.•.•G•.~ .. ·.··.·u-.r-.••·.··.··.•R·~.· .. •E 1 . p. ·s·.··~ ..• :.• ... · .... • ... • ... · .. • ... · ... ·_: ... •. t• J::ri3fiklis TOTAL CONSTRUCTION COSTS: (Sub-Totals 1-3) 15% CONTINGENCY: $91,179.00 $13 676.85 FOR OFFICE USE ONLY P&Z case No.: _O_~_,,,_q~qi------ oate Submitted: J./ ~~J.-03 FINAL PLAT APPLICATION (Check one) D Amending ($300 .00) D Final ($400 .00) D Vacating ($400 .00) ~ Replat ($600 .00)* *Includes public hearing fee The following items must be submitted by an established filing deadline date for P&Z Commission consideration. MINIMUM SUBMITTAL REQUIREMENTS: ~ Final plat review and filing fee (see above) NOTE: Multiple Sheets -$55 .00 per additional sheet D Variance Request to Subdivision Regulations -$100 (if applicable) ~ Development permit fee of $200.00 (if applicable). ~ Infrastructure inspection fee of $600.00 (applicable if any public infrastructure is being constructed) ~ Thirteen (13) folded copies of plat. (A signed mylar original must be submitted after staff review.) D One (1) copy of the approved Preliminary Plat and/or one (1) Master Plan (if applicable). ~ Paid tax certificates from City of College Station, Brazos County and College Station l.S .D. ~ A copy of the attached checklist with all items checked off or a brief explanation as to why they are not. ~ Two (2) copies of public infrastructure plans associated with this plat (if applicable). D Parkland Dedication requirement approved by the Parks & Recreation Board, please provide proof of approval (if applicable). NAME OF SUBDIVISION Replat of Lots 1 & 2. Henton Subd . & Lot 2. One Lincoln Place SPECIFIED LOCATION OF PROPOSED SUBDIVISION (Lot & Block) Lots 1 & 2 Henton & Lot 2 Lincoln APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name _____ -=D=av~i=d~S;...;:;c=a~rm~a=r-=d=o-----~ E-Mail --"d"""a;..;..v;...;:;id;.>.;;@"'"'s~c=a"'"'rm-'-'-=ar~d=o..:....:fo;...;:;o~d=s=.c=o;..;..m:.___ Street Address ----------------'-P--'-.-=0-'-. ~Bo"-'-x---'4-"-5-"-08""------------ City -----'B~ry~a--'-n _____ State ____ T--'-X___ Zip Code 77805 Phone Number 979-229-5118 Fax Number 979-822-1763 CURRENT PROPERTY OWNER'S INFORMATION: additional sheet, if necessary) (6!! owners must be identified . Please attach an Name Sahara Realty Group, Ltd. E-Mail ____________ _ Street Address ---------------'-P-'-. O~. ~Bo"-'-x---'4-'-5-"-08-"------------- City Bryan State ____ T_X___ Zip Code 77805 Phone Number ____ """'9-'-7""""9--=2=2-"-9--"-5'--'1--'-1=8____ Fax Number 979-822-1763 ARCHITECT OR ENGINEER'S INFORMATION : Name Kling Engineering E-Mail stewart@klingeng.com Street Address 4101 Texas Ave. Suite A -----------------'--'--"--'---'--' City Bryan State ____ T--'-X~--Zip Code 77802 Phone Number 979-846-6212 Fax Number 979-846-8252 ------------- 1-Aug-02 1of5 • ,Acreage Total Property---'-1~3 '""".3-'-1 __ _ Total# Of Lots 2 w ith 2 reserve tracts R-0-W Acreage none -~"'""-'-"----- Existing Use : ____ v.:....::a::...:c=a'"'-'n-=-t ____ _ Proposed Use : ----~c_o~m~m.-.e~r-'-c ~ia~l-~h-'-ot~e.-.1 ___ _ I ----__/ __ _ Number Of Lots By Zoning District _2 __ I ~C_B _ Average Acreage Of Each Residential Lot By Zoning District: __ / __ I ----__ / __ __/ __ _ Floodplain Acreage ______ -'-n""'"'o'""'"n~e ________________________ _ A Statement Addressing Any Differences Between The Final Plat And Approved Master Development Plan And/Or Preliminary Plat (If Applicable): not appl icable Requested Variances To Subdivision Regulations & Reason For Same : __ n_o_n_e _________ _ Reque~edOvera~ePa~cipation : ___ ~n~o=n~e~--------------------~ Total Linear Footage of Proposed Public: Streets Sidewa lks Sanitary Sewer Lines Water Lines Channels Storm Sewers Bike Lanes I Paths Parkland Dedication due prior to filing the Final Plat: ACREAGE : __ # of acres to be dedicated + $ __ __ # of acres in floodpla in # of acres in detention -- --# of acres in greenways OR FEE IN LIEU OF LAND : development fee # of Single-Family Dwelling Units X $556 = $ ___ _ # of Multi-Family Dwelling Units X $452 = $ __ _ __ (date) Approved by Parks & Recreation Board NOTE: DIGITAL COPY OF PLAT MUST BE SUBMITTED PRIOR TO FILING. The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true, correct and complete . The undersigned hereby requests approval by the City of College Station of the above -identified final plat and attests that this request does not amend any covenants or ___.-.&.::·ctions associated "th this plat. Date 1-Aug-02 2of5 SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made fo r the following development specific waterway alterations :------------------ ACKNOWLEDGMENTS: I, , design engine~ereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of College Station, Texas c· , Chapter 133$.n i associated Drainage Policy and Design Standards . / ~, (?~ Property Owner(s) As a condition of approval of this permit application , I agree to construct the improvements proposed in this application according to these documents and the requirements of Chapter 13 of the College Station City Code. Contractor CERTIFICATIONS: A. I, , certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100-year storm . Engineer Date B. I, , certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended . Engineer Date C. I, , certify that the alterations or development covered by this permit shall not diminish the flood- carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code , Chapter 13 concerning encroachments of floodways and of floodways fringes . Engineer Date D. I, , do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval: ------------------------ In accordance with Chapter 13 of the Code of Ord i nances of the City of College Stat ion, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply . 1-Aug--02 3of5