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Home My WebLink AboutMiscellaneous APPLICANT 6/18/2010 RIVER H:E!JHTS SUBDIVIS~N - LOT 4 THIS DOCUMENT IS PROVIDED FOR INFORMATIONAL PURPOSES TO ASSIST IN INDIVIDUAL LOT DEVELOPMENT. REFER TO THE SUBDIVISION PLAT, RECORDED COVENANTS, CONDITIONS AND RESTRICTIONS, AND CITY OF SPRINGFIELD DEVELOPMENT SERVICE DEPARTMENT FILES FOR FULL DETAILS. 1. This document is for graphic representation and owner notification and is NOT A LEGAL BOUNDARY DOCUMENT. All dimensions and areas shown ore approximate and the recorded final plot sholl be consulted for 011 legal boundary issues. 2 Limited subsurface exploration has been preformed on this site and is summarized in 3 reports by GeoScience, Inc. Home foundations and locations sholl meet the recommendations of these reports. Prior to home construction the individual lot sholl be reviewed for conformance with these recommendations by GeoSicence or other applicable professional. In Design Area 4, due to characteristics consistent with expansive soil and over-consolidated expansive cloy, conventional shallow spread footing systems ore not recommended in this area. Foundations should consist of either post- tensioned slobs or of auger-cost piers. For the pier systems, the piers should be designed os end-bearing piles extended to hard over-consolidated RU-306. A person familiar with such systems should ascertain that suitable bearing material has been reached. In that case, the piers con be designed for allowable bearing pressures of at least 6,000 psf, and possibly 9,000 psf. Concrete beams connecting the piers should be designed above-grad by 1 to 2 inches to allow for swelling of the underlying soil without stressing the pier connections. 40 ft. R.W.D. EASEMENT - CONSERVATION AREA ~-~ ~~J IMPACf AREA { \ I. ~, IT'"1 o 40 RIVER HEIGHTS DR. Date Received: Planner: SH f.o - I '0 r)b RIVER HEfGHTS SUBDIVIS~N - LOT 6 THIS DOCUMENT IS PROVIDED FOR INFORMATIONAL PURPOSES TO ASSIST IN INDIVIDUAL lOT DEVELOPMENT. REFER TO THE SUBDIVISION PLAT, RECORDED COVENANTS, CONDITIONS AND RESTRICTIONS, AND CITY OF SPRINGFIELD DEVELOPMENT SERVICE DEPARTMENT FILES FOR FULL DETAILS. 1. This document is for graphic representation and owner notification and is NOT A LEGAL BOUNDARY DOCUMENT. All dimensions and areas shown are approximate and the recorded final plat shall be consulted for all legal boundary issues. 2 Limited subsurface exploration has been preformed on this site and is summarized in 3 reports by GeoScience, Inc. Home foundations and locations shall meet the recommendations of these reports. Prior to home construction the individual lot shall be reviewed for conformance with these recommendations by GeoSicence or other applicable professional. In Design Area 4, due to characteristics consistent with expansive soil and over-consolidated expansive clay, conventional shallow spread footing systems are not recommended in this area. Foundations should consist of either post- tensioned slabs or of auger-cast piers. For the pier systems, the piers should be designed as end-bearing piles extended to hard over-consolidated RU-306. A person familiar with such systems should ascertain that suitable bearing material has been reached. In that case, the piers can be designed for allowable bearing pressures of at least 6,000 psf, and possibly 9,000 psf. Concrete beams connecting the piers should be designed above-grad by 1 to 2 inches to allow for swelling of the underlying soil without stressing the pier connections. - CONSERVATION AREA 25 ft P.U.E. ~-'\J ~~J IMPACT AREA 40ft. R.W.D. EASEMEN.!_ --- --- --- --- --- ~ 1 ~ o 40 RiVER HEIGHTS DR. - {P1i6-Ib Date Received: Planner: SH RIVER HlIaHTS SUBDIVIS~N - LOT 7 THIS DOCUMENT IS PROVIDED FOR INFORMATIONAL PURPOSES TO ASSIST IN INDIVIDUAL LOT DEVELOPMENT. REFER TO THE SUBDIVISION PLAT, RECORDED COVENANTS, CONDITIONS AND RESTRICTIONS, AND CITY OF SPRINGFIELD DEVELOPMENT SERVICE DEPARTMENT FILES FOR 1. This document is for graphic representation and owner notification and is NOT A LEGAL BOUNDARY DOCUMENT. All dimensions and areas shown are approximate and the recorded final plat shall be consulted for all legal boundary issues. 2 Limited subsurface exploration has been preformed on this site and is summarIzed In 3 reports by GeoScience, Inc. Home foundations and locations shall meet the recommendations of these reports. Prior to home construction the individual lot shall be reviewed for conformance with these recommendations by GeoSicence or other applicable professional. In Design Area 4, due to characteristics consIstent with expansive soil and over-consolidated expansive clay, conventional shallow spread footing systems are not recommended in this area. Foundations should consist of either post- tensioned slabs or of auger-cast piers. For the pier systems, the piers should be designed as end-bearing piles extended to hard over-consolidated RU-306. A person familiar with such systems should ascertain that suitable bearing material has been reached. In that case, the piers can be designed for allowable bearing pressures of at least 6,000 psf, and possibly g,OOO pst. Concrete beams connecting the piers should be designed above-grad by 1 to 2 inches to allow for swelling of the underlying soil without stressing the pier connections. 40 ft. . w.o. EASEMENT 25 ftP.U.E. --- ~-~ ~~J IMPACT AREA --- --- ~ . CONSERVATION AREA --- { , ~ o 40 --- --- --- " ~ RIVER HEIGH'IS DR. Date Received: ~ -/ 'Z5 ')6 Planner: SH RIVER HEtiHTS SUBDIVIS~N - LOT 8 THIS DOCUMENT IS PROVIDED FOR INFORMATIONAL PURPOSES TO ASSIST IN INDIVIDUAL lOT DEVELOPMENT. REFER TO THE SUBDIVISION PLAT, RECORDED COVENANTS, CONDITIONS AND RESTRICTIONS, AND CITY OF SPRINGFIELD DEVELOPMENT SERVICE DEPARTMENT FILES FOR 1. This document is for graphic representation and owner notification and is NOT A lEGAL BOUNDARY DOCUMENT. All dimensions and areas shown are approximate and the recorded final plat shall be consulted for all legal boundary issues. 2 Limited subsurface exploration has been preformed on this site and is summarized in 3 reports by GeoScience, Inc. Home foundations and locations shall meet the recommendations of these reports. Prior to home construction the individual lot shall be reviewed for conformance with these recommendations by GeoSicence or other applicable professional. In Design Area 4, due to choracteristics consistent with expansive soli and over-consolidated expansive clay, conventional shallow spread footing systems are not recommended in this area. Foundations should consist of either post- tensioned slabs or of auger-cast piers. For the pier systems, the piers should be designed as end-bearing piles extended to hard over-consolidated RU-306. A person familiar with such systems should ascertain that suitable bearing material has been reached. In that case, the piers can be designed for allowable bearing pressures of at least 6,000 psf, and possibly 9,000 pst. Concrete beams connecting the piers should be designed above-grad by 1 to 2 inches to allow for swelling of the underlying soli without stressing the pier connections. - CONSERV A nON AREA 25 ft PUE. 40 ft. RW.D. EASEM~~T:- _ __ --- i\-'\J ~~J IMPACT AREA 27' EASEMENT L-- , " , ' L____~, . t I', I ".. , " 51.07r-:;\Npu ~' --- ~ \ ~ o 40 RIVER HEIGHTS DR. Date Received: ro -1'6 -16 Planner: SH RIVER HE!:JHTS SUBDIVIS!>N - LOT 9 THIS DOCUMENT IS PROVIDED FOR INFORMATIONAL PURPOSES TO ASSIST IN INDIVIDUAL LOT DEVELOPMENT. REFER TO THE SUBDIVISION PLAT, RECORDED COVENANTS, CONDITIONS AND RESTRICTIONS, AND CITY OF SPRINGFIELD DEVELOPMENT SERVICE DEPARTMENT FILES FOR 1. This document Is for graphic representation and owner notification and is NOT A LEGAL BOUNDARY DOCUMENT. All dimensions and areas shown ore approximate and the recorded final plot sholl be consulted for 011 legal boundary issues. 2 Limited subsurface exploration has been preformed on this site and is summarized In 3 reports by GeoScience, Inc. Home foundations and locations sholl meet the recommendations of these reports. Prior to home construction the individual lot sholl be reviewed for conformance with these recommendations by GeoSicence or other applicable professional. In Design Area 4, due to characteristics consistent with expansive soil and over-consolidated expansive cloy, conventional shallow spread footing systems ore not recommended in this area. Foundations should consist of either post- tensioned slobs or of auger-cost piers. For the pier systems, the piers should be designed os end-bearing piles extended to hard over-consolidated RU-306. A person familiar with such systems should ascertain that suitable bearing material has been reached. In that case, the piers con be designed for allowable bearing pressures of at least 6,000 psf, and possibly 9,000 pst. Concrete beams connecting the piers should be designed above-grad by 1 to 2 inches to allow for swelling of the underlying soil without stressing the pier connections. 25 ft P.U.E. - 40 ft. R. .D. EASEME!,!. _ --- --- --- --- --- ~ . CONSERVATION AREA :\-~ ~~J IMPACT AREA RIVER HEIGHTS DR. { ~ ~ o 40 fA -I?:S 'Ill Date Received:~ Planner: SH RIVER HEtiHTS SUBDIVIS~N - LOT 10 THIS DOCUMENT IS PROVIDED FOR INFORMATIONAL PURPOSES TO ASSIST IN INDIVIDUAL LOT DEVELOPMENT. REFER TO THE SUBDIVISION PLAT, RECORDED COVENANTS, CONDITIONS AND RESTRICTIONS, AND CITY OF SPRINGFIELD DEVELOPMENT SERVICE DEPARTMENT FILES FOR 1. This document is for grophic representation and owner notification and is NOT A LEGAL BOUNDARY DOCUMENT. All dimensions and areas shown ore approximate and the recorded final plot sholl be consulted for 011 legal boundary issues. 2. Limited subsurface exploration has been preformed on this site and is summarized In 3 reports by GeoScience, Inc. Home foundations and locations sholl meet the recommendations of these reports. Prior to home construction the individual lot sholl be reviewed for conformance with these recommendations by GeoSicence or other applicable professional. For this lot a conventional spread footing system and concrete slabs-on-grade is appropriate in Design Area 1. Ideally, footings will bear on CDS through VFS RU-101 or compacted select fill placed on this unit. It is anticipated that daylight basements can be constructed in this area without difficulty. Footings on STS/VFS RU-101 can be designed for allowable bearing pressures on 6,000 psf. Footings on PDS/CDS RU-101 should be designed for maximum bearing pressures of 1,500 psf unless site-specific, higher values can be developed from additional field measurements. In Design Area 4, due to characteristics consistent with expansive soil and over- consolidated expansive clay, conventional shallow spread footing systems are not recommended in this area. Foundations should consist of either post tensioned slabs or of auger-cost piers. For the pier systems, the piers should be designed as end bearing piles extended to hard over-consolidated RU-306. A person familiar with such systems should ascertain that suitable bearing material has been reached. In that case, the piers can be designed for allowable bearing pressures of at least 6,000 psf, and possibly 9,000 psf. Concrete beams connecting the piers should be designed above-grad by 1 to 2 inches to allow for swelling of the underlying soil without stressing the pier connections. 25 ftP.V.E. 40 ft. R. .D. EASEMENT --- --- --- --- --- --- --- RIVER HEIGHTS DR. ~D8Ite Heceived: &- -1"6 '/D Planner: SH - CONSERVATION AREA ~ ~___ J IMPACT AREA { ~ \ 0 40 r---~-------,-- -- I " " -"', -- --~.. l " .. " 1 I'.. " ", " I : ".. ".. ", ".. I I" A.-r. '" " : 27'~ ""', Lv"!, #10""" 'i "'.. " " ',: SLOPE EA$EIV1I;:NT ..~. "" "" i 11 " .. ", '~ 1'.. ", .. ", . t-~\",,-----~~,-----~~?-:) 6", ; , " " " ----:'::. L ", ".. ", ""1----- " " " I -7 ------~ '''', ',: I " .. .-"'-_~ I ----,......- ..' 7 - 1 '<:7Pr);I<F--__~50 --- RIVER H:E!:JHTS SUBDIVIS~N - LOT 11 THIS DOCUMENT IS PROVIDED FOR INFORMATIONAL PURPOSES TO ASSIST IN INDIVIDUAL lOT DEVELOPMENT. REFER TO THE SUBDIVISION PLAT, RECORDED COVENANTS, CONDITIONS AND RESTRICTIONS, AND CITY OF SPRINGFIELD DEVELOPMENT SERVICE DEPARTMENT FilES FOR 1. This document is for graphic representation and owner notification and is NOT A lEGAL BOUNDARY DOCUMENT. All dimensions and areas shown are approximate and the recorded final plat shall be consulted for 011 legal boundary issues. 2. Limited subsurface exploration has been preformed on this site and is summarized in 3 reports by GeoScience, Inc. Home foundations and locations shall meet the recommendations of these reports. Prior to home construction the individual lot shall be reviewed for conformance with these recommendations by GeoSicence or other applicable professional. For this lot a conventional spread footing system and concrete slabs-on-grade is appropriate in Design Area 1. Ideally, footings will bear on CDS through VFS RU-1D1 or compacted select fill placed on this unit. It is anticipated that daylight basements can be constructed in this area without difficulty. Footings on STS/VFS RU-101 can be designed for allowable bearing pressures on 6,000 psf. Footings on PDS/CDS RU-101 should be designed for maximum bearing pressures of 1,500 psf unless site-specific, higher values can be developed from additional field measurements. In Design Area 4, due to characteristics consistent with expansive soil.. and over- consolidated expansive clay, conventional shallow spread footing systems are not recommended in this area. Foundations should consist of either post tensioned slabs or of auger-cast piers. For the pier systems, the piers should be designed as end bearing piles extended to hard over-consolidated RU-306. A person familiar with such systems should ascertain that suitable bearing material has been reached. In that case, the piers can be designed for allowable bearing pressures of at least 6,000 psf, and possibly 9,000 psf. Concrete beams connecting the piers should be designed above-grad by 1 to 2 inches to allow for swelling of the underlying soil without stressing the pier connections. 25 ft P.U.E. - 40 ft. R. D. EASEME!:I~ _ --- --- --- --- --- --- ,-------------Q-----------, , " (I' " I I'" .., I',', " I I" .. .. .. I , '... " .. " I I '\ " "... ',\ f'.... ......{..OT'# 11 ".. " I'"~ " ", ~" \ I ".. ...... ".. ( I' .. .. ..- .. .. .. .. I.. N .. .. : ".. 0....)<: '\, ...... : ", ~ 7>< ...... ~- l.... ".. "'~A '.., '\., \ -,-_', 6A" ',7_)'..l'" " I I -'- "'f-" .. u<:A _ .. .. I I '-... .6r~ ','l-7JiC'" '. __4_---__ ",~-_... '\, ',~':/f/' i ............ --......-, -'..... " .... / .............".. 'v' ....... 71" I ~i~s ...~, ~ . CONSERVATION AREA ~-~ ~~J IMPACT AREA { \ ~ o 40 -- l?lve. l? /fl!IO 'lfl'S /)l? . . ~ -I '-{; -If) Date Hecewed. Planner: SH RIVER HI<<JHTS SUBDIVIS~N - LOT 12 THIS DOCUMENT IS PROVIDED FOR INFORMATIONAL PURPOSES TO ASSIST IN INDIVIDUAL LOT DEVELOPMENT. REFER TO THE SUBDIVISION PLAT, RECORDED COVENANTS, CONDITIONS AND RESTRICTIONS, AND CITY OF SPRINGFIELD DEVELOPMENT SERVICE DEPARTMENT FILES FOR 1. This document Is for graphic representation and owner. notification and is NOT A LEGAL BOUNDARY DOCUMENT. All dimensions and areas shown are approximate and the recorded final plat shall be consulted for all legal boundary issues. 2. limited subsurface explorallon has been preformed on this site and is summarized In 3 reports by GeoScience, Inc. Home foundations and locations shall meet the recommendallons of these reports. Prior to home construction the individual lot shall be reviewed for conformance with these recommendations by GeoSicence or other applicable professional. For this lot a conventional spread footing system and concrete slabs-on-grade is appropriate in Design Area 1. Ideally, footings will bear on CDS through VFS RU-101 or compacted select fill placed on this unit. It is anllcipated that daylight basements can be constructed in this area without difficulty. Footings on STS/VFS RU-101 can be designed for allowable bearing pressures on 6,000 pst. Footings on PDS/CDS RU-101 should be designed for maximum bearing pressures of 1,500 psf unless site-specific, higher values can be developed from additional field measurements. , , , , , , , , I , , , I , , I , , I , , , I I , , , , , I , .\--- 10 FT PRIVATE STORM , DRAIN EASEMENT , SEE CC&Rs 5.2 PRIVATE EASEMENT I , , , I , , I , , , , , , I I :\-'\J ~~J 25 ft P.U.E. 40 ft R.W.D. EASEMENT --- IMPACT AREA --- --- --- --- p . CONSERVATION AREA ~V~4> <$>~./, 0<$>1'0' /)1 --.....----...-..::: 1---"''\";-- '''I. .. " " '..I. ~ " .. I"~ ", '\, "'''' I', " " \', " " " \"', " " " \ .. .. .. .. 1 \ "".. '''.. "... "".. \ \"" """" LdT, # 12'", ""'\ \', "\, " " \ \ "... '''.. '''.. '''.. \ \ '''.. '''.. ''', ", \ ~, "", " " '.... \ -... \ ''\, ", '''', ''\'\, '\ ,A" ......_1" " " " 1 ,', " " " " \ " " " " " " I '] '.., '''', ".. '''.. ___.... I : '''.. >~_____~_... ~o:~ :', I __--::.....----- 9 : .. '. ~ 1 ~ o 40 . d' 0-/7:5 -,'" Date ReceIve . Planner: SH RIVER HE!oHTSSUBDIVIS~N - LOT 16 THIS DOCUMENT IS PROVIDED FOR INFORMATIONAL PURPOSES TO ASSIST IN INDIVIDUAL lOT DEVELOPMENT. REFER TO THE SUBDIVISION PLAT, RECORDED COVENANTS, CONDITIONS AND RESTRICTIONS, AND CITY OF SPRINGFIELD DEVELOPMENT SERVICE DEPARTMENT FilES FOR 1. ThIs document is for graphic representation and owner notification and is NOT A lEGAL BOUNDARY DOCUMENT. All dimensions and areas shown are approximate and the recorded final plat shall be consulted for all legal boundary issues. 2. Limited subsurface exploration has been preformed on this site and is summarized in 3 reports by GeoScience, Inc. Home foundations and locations shall meet the recommendations of these reports. Prior to home construction the individual lot shall be reviewed for conformance with these recommendations by GeoSicence or other applicable professional. For this lot a conventional spread footing system and concrete slabs-on-grade is appropriate in Design Area 1. Ideally, footings will bear on CDS through VFS RU-l0l or compacted select fill placed on this unIt. It is anticipated that daylight basements can be constructed In this area without difficulty. Footings on STS/VFS RU-l0l can be designed for allowable bearing pressures on 6,000 psf. Footings on PDS/CDS RU-l01 should be designed for maximum bearing pressures of 1,500 psf unless site-specific, higher values can be developed from additional field measurements. r----....~-- ~------""""'--- --~- I " "... '.., I" f'",- "... ", ", I r----..._J', ,...,.-----....-------~ 40ft.!R.W.D:'GASEMOO --=---- t........._-~'""--~, "... ---"'-\'--11 __ -r... " " " ',II -; -r-- : ", ", .. ", ,{ I , , '" -~---'-' I " ~__ ~- " r I " f~_-'-:-~--,," ", II I----C,j .. " " " " I - .."",,'" 'I , """..,~ , ',,,,,',. I " ",',',,, I I , k.', '1""7'" ',I , r', 'I.',', I \ \ \ ! ", ~~ A~ME~T.-I:"rr , :'-. 1 " '}hl I r ~, \ '" >.::IIi;' \ I \ l "0,,' ~', -' 'JOT#16 7",<1 \ ""-. IJ " . ..,,<< ,,~~~ \ S ',. -eo '~" '"\ ,,~~"" "'.1 \-.) - ~-' , .~~.' , "" ",:, \ ';l. ~ ------~-------~------~j \ ~ r- \ Co 0'\ \tt'\ tJ1\ \ . , \ ~\ \ 27' -\ \ SLOPE EASEMENT -'\ \ ~ @\, \ ~\ \ . , \ .::. ?O.. \ 25 ft P.u.E. LOT #12 ~ '" - , m 0 , ~ ';.1 I ("l ~ , ",.. I ~ ~ , . m , ~ ~ , ~ ~ ' )> z , ;;\;-j , m , 1;, , m , ~ , ~ , , I , , , , , , , \(8 , , I , , ~-~ ~~J IMPACT AREA ~ ~ ~ ~ ;..>, i \ ~ o 40 LOT #15 Date Received: Planner: SH G" -/ '6 -j{) RIVER HEtJHTS SUBDIVIS~N - LOT 39 THIS DOCUMENT IS PROVIDED FOR INFORMATIONAL PURPOSES TO ASSIST IN INDIVIDUAL LOT DEVELOPMENT. REFER TO THE SUBDIVISION PLAT, RECORDED COVENANTS, CONDITIONS AND RESTRICTIONS, AND CITY OF SPRINGFIELD DEVELOPMENT SERVICE DEPARTMENT FILES FOR 1. This document is for graphic representation and owner notification and is NOT A LEGAL BOUNDARY DOCUMENT. All dimensions and areas shown are approximate and the recorded final plat shall be consulted for all legal boundary issues. 2. Limited subsurface exploration has been preformed on this site and is summarized in 3 reports by GeoScience, Inc. Home foundations and locations shall meet the recommendations of these reports. Prior to home construction the individual lot shall be reviewed for conformance with these recommendations by GeoSicence or other applicable professional. For this lot shallow spread footing foundations and concrete slabs-on-grade is appropriate In Design Area 2. Installation of daylight basements will present difficulties with excavation. Ideally, footings are constructed bearing on PDS or STSVFS RU-1 01, foundatons can be designed for allowable bearing pressures up to 6,000 pst. On CDS RU-101 bearing pressures should not exceed 1,500 psf unless additional measurements of soil strength are conducted at the specific site. TRACT "B" ~ 7>6- <5'.( <1~ K-~ ~~J IMPACT AREA FT~ "":.::"~.l ti~~'L;~d PRESERVATION AREA i \ ~ o 40 Date Received: (., -/ ~ -/ () Planner: SH RIVER H~HTS SUBDIVIS!>N - LOT 50 THIS DOCUMENT IS PROVIDED FOR INFORMATIONAL PURPOSES TO ASSIST IN INDIVIDUAL LOT DEVELOPMENT. REFER TO THE SUBDIVISION PLAT, RECORDED COVENANTS, CONDITIONS AND RESTRICTIONS, AND CITY OF SPRINGFIELD DEVELOPMENT SERVICE DEPARTMENT FILES FOR 1. This document is for graphic representation and owner notification and is NOT A LEGAL BOUNDARY DOCUMENT. All dimensions and areas shown ore approximate and the recorded final plot sholl be consulted for 011 legal boundary issues. 2. Limited subsurface exploration has been preformed on this site and is summarized in 3 reports by GeoScience, Inc. Home foundations and locations sholl meet the recommendations of these reports. Prior to home construction the individual lot sholl be reviewed for conformance with these recommendations by GeoSicence or other applicable professional. For this lot 0 conventional spread footing system and concrete slabs-on-grade is appropriate in Design Area 1. Ideally, tootings will bear on CDS through VFS RU-101 or compacted select fill placed on this unit. It is anticipated that daylight basements con be constructed in this area without difficulty. Footings on STS/VFS RU-101 con be designed for allowable bearing pressures on 6,000 psf. Footings on PDS/CDS RU-101 should be designed for maximum bearing pressures of 1,500 psf unless site-specific, higher values con be developed from additional field measurements. For this lot shallow spread footing foundations and concrete slabs-on-grade is appropriate in Design Area 2. Installation of daylight basements will present difficulties with excavation. Ideally, footings ore constructed bearing on PDS or STSVFS RU-101, foundatons con be designed for allowable bearing pressures up to 6,000 psf. On CDS RU-101 bearing pressures should not exceed 1,500 psf unless additional measurements of soil strength ore conducted at the specific site. K-'\j ~~J IMPACf AREA LOT #49 r--~~-----~~-----~~;-----! l', .. "I \ ... " ... I l "... " ".. I :", " ''''.. ',I ,', " "', 1 I '''.. ".. ", I k 'l.!?T #fiQ ......1 22' LOT #51 I" '.. .. " \ ..... .... SLQPE:\ EA EMENT 1 ".. ".. '''... Ii "".. " '\., ",I ....... " " ',I---:t- ---', " "'1 niB -- ~,----"'-I ""1 r::1': 5 ---h,_.(i , .. l-i_ ',I 1 -- r--~.:7;~":i ."". .:...1 I' . 1 lc:;:.~j~~J PRESERVATtON AREA ~ \ VIrus L ANE ~ o 40 Date Received: (n -I t5 -/ (') Planner: SH RIVER HEfGHTS SUBDIVIS!>N - LOT 55 THIS DOCUMENT IS PROVIDED FOR INFORMATIONAL PURPOSES TO ASSIST IN INDIVIDUAL lOT DEVELOPMENT. REFER TO THE SUBDIVISION PLAT. RECORDED COVENANTS, CONDITIONS AND RESTRICTIONS, AND CITY OF SPRINGFIELD DEVELOPMENT SERVICE DEPARTMENT FilES FOR 1. This document is for graphic representation and owner notification and is NOT A lEGAL BOUNDARY DOCUMENT. All dimensions and areas shown are approximate and the recorded final plat shall be consulted for all legal boundary issues. 2. Limited subsurface exploration has been preformed on this site and is summarized in 3 reports by GeoScience. Inc. Home foundations and locations shall meet the recommendations of these reports. Prior to home construction the individual lot shall be reviewed for conformance with these recommendations by GeoSicence or other applicable professional. For this lot a conventional spread footing system and concrete slabs-on-grade is appropriate in Design Area 1. Ideally, footings will bear on CDS through VFS RU-101 or compacted select fill placed on this unit. It is anticipated that daylight basements can be constructed in this area without difficulty. Footings on STSjVFS RU-l01 can be designed for ollowable bearing pressures on 6.000 psf. Footings on PDSjCDS RU-l01 should be designed for maximum bearing pressures of 1,500 psf unless site-specific. higher values can be developed from additional field measurements. ~~ ~~J [MPACf AREA l?JvSJ? ElSIe 'I/'ts DJ? ~~~,~i~ PRESER V A TION AREA -- ~ \ --, ~ o 40 Date Received: Co -/'6 -Ie) Planner: SH