ARCHITECTURE DESIGN INTERIORS
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- Ralph Heath
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2 AD DBA =, F = A ncorporated Field surveyed verification must be made under the director a licensed land surveyor or registered engineer he contractor will be required to remove and replace any sewer reach having an asbuilt grade, which is flatter than the design grade by more than % ewers with grade greater than the design slope may be left in place provided no other sewer grade is reduced by this variance in the asbuilt grade he ity livette & D also reserves the right to require the contractor to remove and replace any sewer at any time prior to construction approval for which the asbuilt grade does not comply with the grade tolerance stated in the above paragraph he sewer contractor shall be responsible for any costs associated with the field verification the sewer grade, or removal and replacement the sewer pipe or associated appurtenances B A D ontractor is to locate the existing sanitary sewer lateral and plug according to etropolitan t ouis ewer District pecifications A new sanitary lateral shall be provided from the existing D wye if the wye is not damaged he contractor shall be responsible for the razing and removal the existing structures, including foundations, related utilities, paving, underground facilities, and any other existing improvements Y /F F ZA ZAB / ontractor is to remove and dispose, f site, all debris, rubbish and other materials resulting from demolition operations dougl aspr op@ gmai l com Y /F F JDY BD & A BD / he contractor will be held solely responsible and shall take all precautions necessary to avoid damage to adjacent properties during all phases this subdivision improvement plan AA For sewer pipe storm, sanitary and combined with a design grade less than one percent %, verification the pipe grade will be required for each installed reach sewer, prior to any surface restoration or installation any surface improvements he contractors field supervisor will be required to provide daily documentation verifying that the asbuilt pipe grade meets the design grade through the submittal sign cut sheets to the etropolitan t ouis ewer District nspector and the ity livette onstruction nspector, upon request AD Y = All sanitary sewer, storm water drainage systems shall be designed and constructed in accordance with etropolitan t ouis ewer District onstruction pecifications for ewer and Drainage Facilities, Dated AD A cale in Feet All private sewers are under D and the ity livettes inspection he sewer contractor must notify both agencies for inspections A u th o rity # he general contractor shall flag all sanitary and storm sewer structures with a X painted orange and marked to read torm ewer tructure or anitary ewer tructure Do ot Bury w w w v o lz in c c o m XAA H B HFAY Q A XAA F H Y F Fax Y, he ubdivision mprovement lans approved by the ity livette does not allow the removal or construction any sanitary or storm sewer lines without the prior approval or consent D a in H H A A BX, F A afety notice to ontractor: n accordance with generally accepted construction practices, the ontractor shall be solely and completely responsible for conditions the job site, including safety all persons and property during performance the work his requirement will apply continuously and not be limited to normal working hours t o u is, is s o u ri A A F AD B AA he eneral ontractor must be on file with the issouri ne all ystem l B lv d n d ia n H e a d n d A A DA A All utilities shall be located underground A Y B F A DD F H ADJA H A A HA B B F FY H AA A F A DD H FD, H H, AY AD, XAA, FD B H A K FD DHA = F= : H DY HA B AAD D AA D A A AD D Y H YA BY A QAFD D FA F A DD AD F F AD FA F D AA D AD F A DD HA B BD H Y F H HA AY AB AY AY F Y H H DD FAY AFY AD DAA A, HA, XXDXXX hecked By: J r oj ect# Dr awn By: AA A F BA F FHD AD A B F A A F F F F HYDA A AH FAY FD Y AD A X AD A D B D B D AD AD FD AY A A A A F FDA FHD AD A F A A HAD DD A A F D# XXDXXX FD D A BF B FH H /F B B& F X Desi gn By: D Base ap o H HH H BAY D AD AX F H F H H H D F FYHA Y /F F AY HA & A B HA /, AD A Z FYH A A FD D, FYH A A DBA A D! FA AD FD AK DD BY H B F H A Y D, AD D AY F, H DD H H D F AAAB A F H H, H ABY H X A AY B A A Y, FD / A = F/= FA & AD A A H A AD F YAD HA H DAA D H AA X, X, Z, Y, AAY B, FD, H D F D DA A DY B AD H F YAD H DY DHA D F FYHA A Y H X H DA Y BH H F AD A YAD H X D DHA A AD A Y H DA H H AD AD FYHA AD A AD FYHA F A K : H X DAA A F: F K DAY ADA F Y /F F DAD & A KHHA / H D A D A F H AD HBY A A D A FA FD / A Y /F F FAK J HHY & DA HHY / H D AD AD A H DAA A AD A F: D F D D F D B K Y FYH A B K BK D Y F DBA % AD / D B= Z F /= B D B % BK A AH A A BD % D H A FD A B F DBA AX Y /F F A BAZ & AY BAZ / AD / = YA % F= / = FD D D F DBA D YAD % F F X AA / A FY : A HA B B AA A A D D D ADDA A D AY B QD A DD BY H Y F AD / X ƒ A ƒ = F= BF= % AHA D BA DHA A AH AD A % X AA BAKF F= = X AA Y % A FYH A A % B K,FA & F A D D FYHA Y D A AH A F= A AA l otted by:evi etm ei er F DAY = A F/= % AX A Y /F F HZ / FY A BA AA X A H = = A H F/ A D % A YAD D FD D H A B A / A l ot cal e: / i n l ot Dri ver:ol z DFpl tcfg en abl e:ol z l ot Ful l tbl :: // Y /F F DAY HA & AA DA HA / X Y A + F= DD ressional ngineer Y /F F AD BKK & AA BKK / o additional landscaping is proposed by this plan % D % All disturbed areas shall be sodded after final grading D F A / A high safety fence will be installed around the excavation and/or any trench until backfilling has occured range safety fence shall be erected with rebar at minimum and shall be maintained in working condition H:\AD\\\dgn : i te and radi ng l an A AA = HY J Y % % % % % D A B % F= D A Y rade shall slope away from foundation a minimum per foot for a distance feet D H F / = = D YAD D F DBA Y D F D AD / hen grading operations are completed or suspended for more than days, permanent grass must be established at sufficient density to provide erosion control on site Between permanent grass seeding periods, temporary cover shall be provided according to the Designated fficials recommendation nclude straw bales with the erosion control fence during the grading activity All public roads must be kept clear mud and debris at all times Failure to do so will be cause for the ity livette to suspend work Y /F F HD / he adjoining ground to the development site lot shall be provided with protection from accelerated and increased surface water, silt from erosion, and any other consequences erosion unf water from developed areas above the area to be developed shall be directed to diversions, detention basins, concrete gutters and/or underground outlet systems ufficiently anchored straw bales may be temporarily substituted with the approval the Designated fficial A FA F % rovisions shall be made to accommodate the increased runf caused by changed soil and surface conditions during and after grading nvegetated open channels shall be designed so that gradients result in velocities fps feet per second or less pen channels with velocities more than fps and less than fps shall be established in permanent vegetation by use commercial erosion control blankets or lined with rock riprap or concrete or other suitable materials as approved by the Designated fficial Detention basins, diversions, or other appropriate structures shall be constructed to prevent velocities above fps HD All finished grades areas not to be disturbed by future improvement in excess percent slopes : shall be mulched and tacked at the rate pounds per, square feet when seeded F % D All excavations, grading, or filling shall have a finished grade not to exceed a : slope percent teeper grades may be approved by the Designated fficial if the excavation is through rock or the excavation or the fill is adequately protected a designed head wall or toe wall may be required etaining walls that exceed a height four feet shall require the construction safety guards as identified in the appropriate sections the adopted BA odes and must be approved by the ity Building Department ermanent safety guards will be constructed in accordance with the appropriate sections the adopted BA odes FD / A roposed utility connections shown are approximate and are subject to field changes by the contractor he contractor is responsible for obtaining all necessary permits for the connections shown Boundary & opographic urvey performed by olz nc during ovember, ontractor shall coordinate the disconnection, sealing and/or removal utilities with the respective utility company B D B Disposal material onsite will only be allowed as directed by the owner and geotechnical engineer and approved by the ity livette ublic orks Department
3 F /= cale in Feet AD DBA =, F = A Field surveyed verification must be made under the director a licensed land surveyor or registered engineer he contractor will be required to remove and replace any sewer reach having an asbuilt grade, which is flatter than the design grade by more than % ewers with grade greater than the design slope may be left in place provided no other sewer grade is reduced by this variance in the asbuilt grade A DA BA / D Y F FAB DA YA DA BA B A D DA Y /F F JDY BD & A BD / FD B H A K A FA F Y FD D DHA = F= AD A / AH H & DA A Y B F A HA techservice@ndsprocom DD F H ADJA H A A HA D A A D DHAD B AD B B F FY H AA A F A DD H FD, H H, AY AD, XAA, YA DAA F H HA AY & DA DA F B A F H H, H ABY H X AD QA D! FA AD FD AK DD BY H B F H H AA X, X, Z, Y, AAY B,, H DD H H D F AAAB A Y D, AD D AY F A Y F A K FD D HD DY x x D A A Y F K DAY ADA AA A F BA F FHD AD A B F A A F F F F HYDA A AH FAY FD Y AD A X AD A D B D B D AD AD FD AY A A A A F FDA FHD AD A F A A HAD DD A A F = F/= A FD / A, FD / A A D DA A A BF B FH H /F B B& F X AB AY AY F Y H H DD FAY AFY AD DAA A, HA, hecked By: J A A AD AA D r oj ect# B Y /F F AY HA & A B HA / D / BD DA % FA AD A Z B D B FD, HB DBA A D YF DAA H % A x = F A AY B D BD % A x = F, BAY FYHA A =, F = A = % = % FD D, B= Y /F F DAD & A KHHA / D FYH A A FYH A A % F /= = Dr awn By: FD D F D D F D % D H % A x = F YA DY F DBA % A x = F AD / B K FYH A BK D B K Y DA A :: F BAY DY A =, F = A = % = % F= Z Y /F F A BAZ & AY BAZ / B F % FD D A A AD AA BK A = % A BD F= AH A A A AD AA A B DA A D A H J F DBA A AD % AX DA F DBA % D YAD D / A FY F F X AA B D B A % X AA % F= AD / X ƒ A ƒ = % A x = F X AA A BAKF % = F= % % AHA D A BA DHA A AH AD % A x = F % A FYH A A ressional ngineer Y /F F AD BKK & AA BKK / A A AA B K,FA & F= Y DAY D D FYHA D = HY J Y AH A Y H = = A H F/ A D / F A A YAD D % AX A Y /F F HZ / FY A BA AA X A F % % D F A / FD = % = % A AAB D F D en abl e:ol z DFtbl A D DA D A A AD AA H:\AD\\\dgn : Drai ange Area ap l ot cal e: / i n l ot Dri ver:ol z DFpl tcfg l otted by:evi etm ei er // DD X Y A + F= wwwnyloplastuscom A AD AA HA D A X A AD D A A FHD AD Y D % All disturbed areas shall be sodded after final grading FAX % % A AA D H A B A / A BAY FYHA A =, F = F YA DY % A high safety fence will be installed around the excavation and/or any trench until backfilling has occured range safety fence shall be erected with rebar at minimum and shall be maintained in working condition % A B % D AD QA D A Y hen grading operations are completed or suspended for more than days, permanent grass must be established at sufficient density to provide erosion control on site Between permanent grass seeding periods, temporary cover shall be provided according to the Designated fficials recommendation Y /F F DAY HA & AA DA HA / D H F / = = D YAD D F DBA H D F D A A BFD, A o additional landscaping is proposed by this plan AD / he adjoining ground to the development site lot shall be provided with protection from accelerated and increased surface water, silt from erosion, and any other consequences erosion unf water from developed areas above the area to be developed shall be directed to diversions, detention basins, concrete gutters and/or underground outlet systems ufficiently anchored straw bales may be temporarily substituted with the approval the Designated fficial rade shall slope away from foundation a minimum per foot for a distance feet A FA Y /F F HD / B AD AAY F FDA F YA F DDA All public roads must be kept clear mud and debris at all times Failure to do so will be cause for the ity livette to suspend work HD rovisions shall be made to accommodate the increased runf caused by changed soil and surface conditions during and after grading nvegetated open channels shall be designed so that gradients result in velocities fps feet per second or less pen channels with velocities more than fps and less than fps shall be established in permanent vegetation by use commercial erosion control blankets or lined with rock riprap or concrete or other suitable materials as approved by the Designated fficial Detention basins, diversions, or other appropriate structures shall be constructed to prevent velocities above fps F % D All finished grades areas not to be disturbed by future improvement in excess percent slopes : shall be mulched and tacked at the rate pounds per, square feet when seeded D BD All excavations, grading, or filling shall have a finished grade not to exceed a : slope percent teeper grades may be approved by the Designated fficial if the excavation is through rock or the excavation or the fill is adequately protected a designed head wall or toe wall may be required etaining walls that exceed a height four feet shall require the construction safety guards as identified in the appropriate sections the adopted BA odes and must be approved by the ity Building Department ermanent safety guards will be constructed in accordance with the appropriate sections the adopted BA odes FD / A roposed utility connections shown are approximate and are subject to field changes by the contractor he contractor is responsible for obtaining all necessary permits for the connections shown dougl aspr op@ gmai l com : Disposal material onsite will only be allowed as directed by the owner and geotechnical engineer and approved by the ity livette ublic orks Department ontractor shall coordinate the disconnection, sealing and/or removal utilities with the respective utility company = cf = cf = cf = cf he contractor will be held solely responsible and shall take all precautions necessary to avoid damage to adjacent properties during all phases this subdivision improvement plan AAD DY AAY: YA BA x = A A BA X % D A BAKF X % D A DY A AAY ontractor is to remove and dispose, f site, all debris, rubbish and other materials resulting from demolition operations D YA A / / A A BAKF DD Y /F F ZA ZAB / he contractor shall be responsible for the razing and removal the existing structures, including foundations, related utilities, paving, underground facilities, and any other existing improvements DA A AA A ontractor is to locate the existing sanitary sewer lateral and plug according to etropolitan t ouis ewer District pecifications A new sanitary lateral shall be provided from the existing D wye if the wye is not damaged nclude straw bales with the erosion control fence during the grading activity B = he sewer contractor shall be responsible for any costs associated with the field verification the sewer grade, or removal and replacement the sewer pipe or associated appurtenances ncorporated D Y F FAB D AD Y he ity livette & D also reserves the right to require the contractor to remove and replace any sewer at any time prior to construction approval for which the asbuilt grade does not comply with the grade tolerance stated in the above paragraph Boundary & opographic urvey performed by olz nc during ovember, H D A D A F H AD HBY A A D For sewer pipe storm, sanitary and combined with a design grade less than one percent %, verification the pipe grade will be required for each installed reach sewer, prior to any surface restoration or installation any surface improvements he contractors field supervisor will be required to provide daily documentation verifying that the asbuilt pipe grade meets the design grade through the submittal sign cut sheets to the etropolitan t ouis ewer District nspector and the ity livette onstruction nspector, upon request DA FA AD YA FA HD FA B AD BF A H DY H FAB = H A AD F YAD HA H DAA D All sanitary sewer, storm water drainage systems shall be designed and constructed in accordance with etropolitan t ouis ewer District onstruction pecifications for ewer and Drainage Facilities, Dated AA All private sewers are under D and the ity livettes inspection he sewer contractor must notify both agencies for inspections A u th o rity # H D F D DA Y H F AD A F H H AD DHA A AD A H X D w w w v o lz in c c o m Fax a in AD Y D# XXDXXX H D AD AD A H DAA A AD A F: D / % AD HA AH BX, XAA H B HFAY Q A XAA F H Y F Y, Desi gn By: H X H DA Y BH H F AD A YAD H X D DHA A AD t o u is, is s o u ri H H A A he ubdivision mprovement lans approved by the ity livette does not allow the removal or construction any sanitary or storm sewer lines without the prior approval or consent D he general contractor shall flag all sanitary and storm sewer structures with a X painted orange and marked to read torm ewer tructure or anitary ewer tructure Do ot Bury FHD AD = YA A H AD Base ap o H DA H H AD AD FYHA AD A AD FYHA AD A afety notice to ontractor: n accordance with generally accepted construction practices, the ontractor shall be solely and completely responsible for conditions the job site, including safety all persons and property during performance the work his requirement will apply continuously and not be limited to normal working hours YA D D A YA X A Y D F A H X DAA A F: AA : l B lv d n d ia n H e a d n d ADJ H A DD A A F AD B he eneral ontractor must be on file with the issouri ne all ystem DA A A A All utilities shall be located underground XXDXXX
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