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HomeMy WebLinkAboutApplication APPLICANT 1/28/2008 C\ rrrou .(I d ..t..ef) ~ t;" e ~\u5loco TENTATIVEPAR~ON FOR RIVER BEND MANOR NW 1/4, SEC. 31, T 17. S.., R~ 4 W., W.M. TAX lOT 1500 SPRINGFIELD, LANE COUNTY, OREGON ,..''-... '- '-..-'.,Q9'!tNt tn - " J~f~.!'Ia~naIWa.Y_. I ./ ,/ ,/ /' E~e FarmRd,.__Dea~ond Ferry BeL .// \r-L::'-Ji..<:~~, \"\" \... -,--... -.lBeltftneft " \..~ I'~ ....ColonlaIOr. ,~ ....~ ~ L: a \, .' se ~iqDol!8Dr ......:1 \\. -~ 't;...... \'G y..rJ!!!'::"'-. j" r-, ~_lW"" ~ \__./ _, ll."~~~~-/ a\~ "">" . '~~;',J .'1 Tlnamou '0.". \.,........ i \ SITE LOCATION NTS .... ~ ~ "'4 ~ ~. E-; ~ ~ ~ ....... SOO 11> " \ \ \ \.~oo 11> \00 11> ~2 YEAR TIME OF TRAVEl BOUNDARY EXISTING. FIRE HYDRANT rOOD ZONE EXISTING FIRE HYDRANT DEADMOND FERRY ROAD ~ v 00 v u a. .c ~ c: - t!>OO 11> J. . ... N :f: v ..u :Eo.. a..f""') u;0 ~ffi 00= "5T::f: ...... .. (X) .!2 0"C 0(lJ N:'E CO.,..1 N .. --- ...... ...... ...- Q..Q.) <0- :EB r=~ z..!2 - -.- u. :;:.!i: ......'-0 U(Y) ...x (!)<q' ~N O' "':0 Z.c wu J-~ ('1')< LO~ en ,., ,.,..u /q. C)"E ~m OU ~~ OC) ZQ.. <(:J: :E N' ov Zo Wo CD IJ') ffi-aJ 2;'2 0:;.21 ('I')VJ LtiQ) <nO (Y)Q.. (j):J: ti~ wtn 8~ 0:;0 a..:l- -=--:1i) x:E tUGB/ ~oo 1~ ~ \00 rt\J SCAlE:. '-=50' so' .. 0 SO' 1 ' ~___-;;___..___,., 00 '. ii" . ...' ' . i _. .. ." r""'"'v,"'" ,!'A. .y""',>,, '""J~" ''''''1 , _, _ . r':f-\1'rt"~(~",",Wfl<'ft1i%~~'J)- APPLICANT I OWNER LEON &: EARLENE BERRY 462 SPRINGDALE AVE. SPRINGFIELD. OR. 97477 PHONE: (541 )968-0317 PROJECT COORDINATOR OLSON & MORRIS 380 Q SfREET SUITE 200 SPRINGFIELD, OREGON 97471 PHONE: (541 )302-9790 FAX: (541) 485-3253 SHEET INDEX C1 SITE VICINITY MAP C2 SITE .ASSESSMENT PlAN C3 TENTATIVE PARTITION PLAN C4 SITE DEVELOPMENT PlAN C5 GRADING / PAVING PlAN C6 UTIUlY PLAN C7 STORM MANAGEMENT PlAN NOTES 1. ARE HYDRANT LOCATIONS ARE PS SHOWN 2. THERE ARE NO lTD FACILmES NEAR THE. SUBJECT PROPERlY. 3. SUBJECT PROPERlY FALlS WITHIN THE 5 YEAR TIME OF TRAVEL Date ReceiVt.;h_~. JAN 2 8 2008 Original Submittal "SO~d-OC~ ...- f)OV~ rn. b.O ..I'\. :;....c s::: ..,.-1. 0 -,.-.4 ~ ~ -+-J <1> <1> ~ ~ ~ 00 .. 6h ::s gs:=oo Q~,c:k3 ~ ~ o r.n ~ o rn. · .....-4 ~ ~ o ~ .......0 E 0....... en ov.......:ri N.......enC'ol en t ....,. laJ N'''- l::~OLO ::::>0"'" co (/) _v .0"-- t;;. -' "'l!- ..- \iT" Lt.J 10. -""""'10 ot3 ..-- 06 ~ .. ~ff~~ (1)0.. 0 -1. <{ oz(;J WO &r:-~ W (f) u- ti (f) ::> -W(f) f3l1. &r:oo O::Z a.. co o Z 0 o cas ~~ ..- 1'1') z;O I 0'1"'. N . m t.l') ..... We> 0 to .. r W Lt.J a:: 0<0 ~ o~z 0 :>w . .., 0::: -I ~ ~ L&J a:: ~ 0 t)) 0) ~ a ~ 0 ~ p.. ~ .(;\$ ~ ~ ::g ~ ~ >:'t-..~ 0 -.f-J 0 ~ t.:> ....... ~ ~ ~ .(l) .~ CQ ~ <:.) . ....... ~, > .~ ()) ~ ~ .~ ~ ~ t\) .~ 1;) .~ ~ ~ b f") co to II o ~ ~ .q- ..,... :>.: :>.: .... N r:: t:O t:O ~ ~~ooo g >- UJ 1,\ I,' ~.. ~ ~ w w w .... ...... ....., > > > 4: w w w 0 cc cc cc u o .- Z f- u w w Lii !- ~ ...J < ~ -<( a 0: ~ U1 Z o - (f) - > w 0:: SHEET Cl of 7 . rn~oo ~ JCO - 14L = = =101 =. TEl. ElEe = ~RIVE ---------- --lV- - ----------------(8--- ~.--=--TL--L B .. La.! 4- TREE ~ ;: TO REMAIN --@- ------ ------ ~ v ex) v u Q. .s:::. :f.::t:. o..C: - M ... o .... .. N N:E ~.,. ~~ 00"'" 00 Oc: N(tJ 03'= N:E ....... .. Mro "':0 ~~ 0.. ... t-":'! ZM W ... ~a; UlO- Ul{3 Wtn ~-o <{ffi wv 1-. -c: Ul .- N'" u(Y') ...X ~~ o. "":0 Z.s:::. wu 1-1- M<{ Lt'} ... 0'\<<0 ~q. C)'E 3:ro OU .-'N ~..J OCJ Za.. <(::I: ~ I N I ov 20 Wo aJlJ') a:.~ wev >'2 ~.Ql tn (Y')(l) iiiO 0'\0.. ::J.J: Ul t-s.: uev w<n a~ 0::0 0..1.- .-'~ x~.:E: LEGAL DESCRIPTION BEGINNING AT A POINT 251.00 FEET WEST OF THE NORTHEAST CORNER OF THE WfLlIAM M. STEVENS DONATION LAND ClAIM NO. 46. NOTlACATlON NO. 3224. TOWNSHIP 17 soum, RANGE 3 WEST OF THE WlUAMmE MERIDJAN; THENCE SOUTH f T 39' 35" fAST 183.23 FEET; THENCE WEST AND PARAllEL TO THE NORTH UNE OF SAID ClAIM 81.50 FEET; THENCE NORTH 2fr 38' WEST 200 fEET TO THE NORTH UN[ Of SAID DONATION LAND ClAIM; THENCE fAST ALONG THE NORTH UNE Of SAID DONATION lAND CLAIM. 131.00 FEET TO THE PlACE Of BEGINNING. All IN lANE COUNTY, OREGON. NOTES & RESTRICTIONS 1. UNDERGROUND UllLmES SHOWN HEREON ARE. BASED UPON A COMBINATION OF AELO DATA AND CONSlRUCOON NOTES. WE DO NOT GUARANTEE THIS MAP SHOWS All THE UNDERGROUND UllUT1ES. 2. lHERE IS .NO CONTIGUOUS LAND IN THE SAME OWNERSHIP. 3. THE PROPERTY IS ZONED MDR. (MEDIUM DENSIlY RESIDENTIAl) AND ALSO UES WITHIN. THE NOO (NODAl DEVElOPMENT) OVERLAY DISTRICT. 4. THE NORTH SIDE OF THE PROPERlY FRONTS DEADMONDFERRYROAD WHICH is PAVED WITH CURB. AND GUTIERS AND WITH OFFSET SIDEWALKS. 5. EXISTING CONTOURS ARE AT l' INTERVAlS. VERllCAL DATUM IS TIED TO PREVIOUS , CONTROL NElWORK FROM THIS COMPANY WHICH IS AN "X.. INSCRIBED ON THE TOP SOUTH BOLT OF A FIRE HYDRANT AT 3405 BAlDY VIEW. ELEVAOON = 437.20'. 6. SOil TYPE IS COBURG-URBAN LAND COMPLEX AND HIGH WATER IS 1.5' TO 2.5' AS MAPPED AND SPECIFIED IN THE SOlES SURVEY Of lANE COUNTY. 7. AREA OF TRACT IS 15,190 SF. 8. THE PROPERlY IS lOCATED IN ZONE X5 ON ARM MAP 41039C1134F IN AREAS OF l00-YrAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND AREAS. PROTECTED BY lEVEES FROM 100- YEAR flOOD. 9. PROPERTY AlSO UES WITHIN METRO flOOD HAZARD AREA 13" IN AREAS BEIWEEN UMrrs OF THE 100- YEAR AND 500-YEAR flOOD; OR CERTAIN AREAS SUBJECT TO tOO-YEAR flOODING WITH AVERAGE DEPTHS :> f FOOl OR WHERE THE CONTRJ8Ul1NG DRAINAGE AREA IS >1 SQUARE MfLE; OR AROO PROTECTED BY lEVEES fROM THE BASE FLOOD. IL EXISTING 30.0'-11 b COMM~ ~ q DRIVEWAY \\ I \ \.00 1~' --@--21"SO 03: tri;.,. U') 'w- 36"50 D&uJMOND FERRY ROAD EX. WW MH 10" Fl IN (E)=418.91 10. Ft OUT (W)=418.81 RIM ElEV.=431.81 r o ....- EXISTING STREET UGHT EAST ~- 131.00" 3: ~ b~ ~~. cr LEGEND arc - lV- m- 12"- &--8"Ww - @--24"SD- lW} - EXISTING ElECTRIC UNE - EXJSJ1NG 'TV UNE - -EXISTING TElEPHONE' UNE - EXISTING WATER UN[ - EXISTING WASTEWATER SYSTEM - EXISfiNG .STORM DRAIN SYStEM EXIST1NG WATER METER EXISllNGPOWERPOtE EXfSTING roWER POlE W/UGHT EXISTING CUlVERT EXfSTINGCURBINlET EXISTING ARE HYDRANT . EXISTING WATER VM:.VE EXISTING TELEPHONE PEDESTAL 20' 0 ~ -II- ~ )--{ lQ1 . ~ rE =====~====== ill === llic ' lV- .EXlSTlNG .5' OFFSET SIDEWAlK ------------------ 4- TREE TO ROOVE EXIS11NG 36- CULVERT FL=423.40 f1" ...... cc. ~ (.,0&.. t100 11> \ \.000 1\' NONNATIVE INTRUSIVE PLANTS (J.E. BlACKBERRIES) \ " ~oo ~1. .400 ~J. SCAlE: I~O' 20' 40' t .-~~"c~.,~~~~~"J Date Received' JAM 2 8 2008 Original Submittal tI2 b()oo~ d Ji.4 >> .,..... (l) Q,) ~Q,)> ;::::s d ~ rn .6h ..~ 8~r.n. U'f;;J:l~ ~ ~ o r:n .....-I o ,.......0 .o~~:s O""""C>>N <".lOll...,., LaJ <'41 t:: 'OU') :::)Q:t")(X) <no "'lit" .. ,..... . 0 - ---.. lnd~~C:: -"""""10 o~. ..,---- w o~ z .. ,ex:>.0:: 0 ~ t"lo..:J:tJ.: (1')0.... 00. . ,...... ~ ~ o ~.. ~ o t:)) Q.) ~ o ~ t-... ~ 0 .--I ~ P-4 d ~, ~ ~ CD 't3 S ~ ~ r:n. en. ~Q) CD CI:l r.n. rn ~ ~ <l) CD- (..J- ~ . ...... .~ U1 ~ ~ ~ ~- ~ o t:> (>> ~ ~ .....:t ~ ......., Q) .~ ~ .~ ~ >= >= >= r.: co co co a::: 0 0 0 LLl W W W >- ~ ~ ~ r;', W W W W - .-l 5= 5= 5= < f.- <<( < u w w w 0 d en a:: a:: a:: u Uj Z o ~ U) - > UJ 0:: SHEET C2 of 7 -;::::::::.:::: ro v v eX) oq- v c. ..c ~ s:: - N- _:E :EV Q..' V~ N"'-' cog ~fO ..... = CX):E e .. e.!!' N "C tow N:E -... ... ..-f ..-f z~ 0""':: ~~ <("0 a..C t-.!2 Z'-' we: t- .- C"f')'-O UC"f') ...X (!)oq- 3:N O. "':0 Z..c WU ......... <( C"f') ow. LOC"f') OlU M C. ...- . (!)"E 31:ro aU CiN 0...J za: <(:I: ::E N' Qv 20 We co LO C::..;...J ww >...-, _c c::.Ql 00 {V')<1J LOO ~Q.. u:)J: J-- '- ... uw woo ...-,:::> 0\0 cr.O Q..s.... -:-:1U x::E II # I 100 1~ II ~ \ '\ 12'W '- _ _ _ _ _ _ _ _ _ _ _ 12"W 12"W - - - - - - - - - - - - - - - - - -EXISTING S' OFFSET SIDEWAlK - - - - -- ~ ------ ------ -=========== ---- ----- -- -- 10-WW b;:; ., ~o::: -@--21"Sa-- ~ 1 en It co = ~=J ~L === ~ ELEe 36"5D DEADllOND FERRY ROAlJ MAINTENANCE ACCESS -,- <0 1 p> (:) ..... ;:0 ~~ o~ ~q ~ -- -- \.~oo 11> 3: ----rnr------ LB -L-- - TEl- - - - - '-= -=.:fV- ---t----l- ~ 03: . I ari ............ \ blL! ,.,.,a::: ,...:~ EAST a... 122.69' f 1.00' - 78.02' 1 " ~---/+--f-~- 'lK ~ VARIABLE W10lH " \ / (O~: ~. MAINTENANCE " / ,,~ ~~ ACCESS EASEMENT , ~~~ . " \ " \ PARCEL 1 "" ~ " " 6,108 SF " . 24.00' JOINT ACCESS " UTIlITY EASEMENT --~.. --*-- --e- ~ --------- ..~ ~=== EXISTING 5' OFFSET SIDEWALK ----------------- \. 700 ~ EXISTING 36" CULVERT Fl=423.40 \ \ ~ v\ \ " \ " \ PARCEL 2 9#076 SF - \s ..... ':..l ..~ ~.. ......~ <.!l \ .. ~ ~\ .. \ ~. m\ ~\ (f) 0'. \ } jt: 1 (0... .;::: ~ I ~til (j) I <.!l { ~CJ\ ~..~.. \.- - -: ~. \'3.'\3 ~l rt tflT?5S'l5 ~ \.,,=00 t(\.. \ \ \.600 1"\,. PUBLIC DRAINAGE EASEMENT WIDTH VARIES FROM TOP OF BANK TO WEST PROPERlY UNE " EXISTING TOP OF BANK SCALE: '.=20' 20' 20' 40' o ~. f~w~=,-""",,,,,q,,,,,,,,,,-~ . .. .. .. , "',,,._,..'~'_0i'E_"'''''''~''l_'I!! . LEGEND ElEe - 1'1- TEl- 12"W- S--8"WW - @--24"SO- ~ -EXISTING ELECTRIC UNE -EXISTING 1'1 UNE - EXfSllNG TElEPHONE UHE - EXtS11NG WATER UNE -EXISTING WASTEwATER SYSTEM - EXfSllNG STORM DRAIN SYSTEM EXISTING WATER METER EXISllNGPOWER POLE EXlSTlNG POWER POLE W JUGHT EXISffNG ,CULVERT EXISTING CURB INLET tXISTlNGflREHYORANT EXfSTlNG WATER VAlVE EXISTING TELEPHONE PEDESTAL -II- ~ )---( !Q] o lfl NOTES k RESTRICTIONS: 1. ZONING = MDR (11- 20 UNITS/ACRE) NET DEVELOPMENT AREA = 12,715 SF = 0.29 AC UNITS PROPOSED = 4 DENSITY = 4/0.29 = 13.8 UNITS/ACRE 2. STREET TREES ARE PROPOSED 3. UNDERGROUND UTIlmES SHOWN HEREON ARE BASED UPON. A COMBINATION OF AElD DATA ANDCONSTRUCnON NOTES. WE DO NOT GUARANTEE THIS MAP SHOWS All THE UNDERGROUND UTILITIES. 4. THERE IS NO CONTIGUOUS LAND IN THE SAME OWNERSHIP. 5. THE PROPERlY IS ZONED MDR (MED1UM DENSITY RESIDENTIAL) AND AlSO LIES WITHIN THE NDO (NODAL DEVELOPMENT) OVERLAY DISTRICT. 6. THE NORTH SIDE OF' THE PROPERlY FRONTS OEADMONO FERRY ROAD WHICH IS PAVED WITH CURB AND GUTTERS AND WITH OFFSET SIDEWAlKS. 7. EXISTING CONTOURS ARE AT l' INTERVALS. VERTICAL DATUM IS TIED TO PREVIOUS CONTROL NETWORK mOM THIS COMPANY WHICH IS AN ")(" INSCRIBED ON THE TOP SOUTH BOLT OF A FIRE HYDRANT AT 3405 BALDY VIEW. ELEVATION = 437.20'. 8. SOIL lYPE IS COBURG-URBAN lAND COMPLEX AND HIGH WATER IS 1.5' TO 2.5' AS MAPPED AND SPECIFIED IN THE SOILS SURVEY OF LANE COUNTY. 9. AREA OF TRACT IS. 15,190 SF: 10. THE PROPERlY IS LOCATED IN ZONE X5 ON ARM MAP 41039C1134F IN AREAS OF 100- YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND AREAS PROTECTED BY lEVEES FROM lOO-YEAR FLOOD. 11. PROPERTY ALSO UES WITHIN METRO flOOD HAZARD AREA "B" IN AREAS BETWEEN UMITS OF THE 100- YEAR AND 500- YEAR. flOOD; OR CERTAIN AREAS SUBJECT TO 100- YEAR flOODING WITH AVERAGE DEPTHS > 1 fOOT OR WHERE THE CONTRIBUTING DRAINAGE AREA IS > 1 SQUARE MILE; OR AREAS PROTECTED BY LEVEES FROM THE BASE FLOOD. 12. NO ADDlTIONAL, STREET LIGHTS ARE BEING. PROPOSED. Date Received: JAN 2 8 2008 r-. ;ginal Submittal r.n. b.O en S ~ ~ ~ ....... CD (j) ~ Q) > ::s s::: ~ rLl .6h ;:j g~w Qr.:1~ ~ ~ o r:n .......... o 00 . ...... ~ ~ o ~ ......0 01'0),.,., o.......lt) N...... en N CD I 1"')- ~.~f -a:::..,.,,&O :::> 0 .-, 00 en _. a-:ci~-;::- Uli:i:l&o.q.- --&0 o~ ...-- o~~. we ~ g: 0 .~ Ulg: to o Z 0 o N (/) I ... ...J :;; ZtOo I Cl' ("oIl o ~ ai to ..... "0 .10 u W r W(O ~ C! (.) <( o~z 0 :>W ., a::: '?i. ~ ~ LU 0:::' <i~ oZw wo> u: - 0::: ~ en ::> en (f) ,^ -WVI 2u.. a:OD ~z a. ~ 0 t)). Q.) ~ ~ 0 cd ~ ......-t 0 ~ ~ ~ ~. 0 ~ ~. . ...... -4-J. -f...) . ,..... ~. ~ -I-J ?-l e... ~ 0 cO 0 U ~ ~ Q) (.\) <J) CQ ~ :> ~ ~ · r-f' -I-J cO .Q) -I-J ~ ~ .~ .~ .......;) <J) ~. ~ .~ E-t bi ~ .("i) ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 0 0 to- w r T 1 W hl :;... ~ ~ ~ u Lii tij w ~ ~ ~ "":> ..J r-- 0 <( > > > ~ <( ,.... r ) UJ UJ UJ 0 d 0:: en cG cG cG U rjj Z o 1-04 if) ~ > t.U 0:::: SHEE.T C3 of 7 ftJ ~ ex;) ...,.. u Co ......c :'E~ a..C 00- ~ .::: .. N *~ .. ~ ....... . coU O~ 00 Ne: <<s '(0 N= :::.~ ....CO z.- ::i~ o..~ I- .... Z":":! w T"'i :E ... 0..- o2i ...J(O WU >{J) w"O O~ W~ !::;c: t/) .- V \.0 U('t) ....X (.!J~ $N O' "":0 Z..c Wu I-~ <( ('t) ... LO ('t) OlU M C. ---- . C)"E $(0 OU ----N cY....J OC) Zo.. <(:J: :E I N Ov 20 Wc) CDLn a:::.c.J wQ) >,.., I-fc cY..Ql V> (Y')Q) LOQ Olo... ~ Ul :J: f- 1-"- UCIJ WV> ,..,:J 0\0 a:e 0..+-1 -:-;w x::E II II /1 I 1.100 crt. 1.00 cr~ \1 i1 ~. .~ '\ ~2"W '- 12"W EXIS11NG 5* OFfSET SIDEWAlK ~ ==== '--== --_..- --_.~- ---- ---- ------ ------- q~ ~o:: 1 o"M. ., -+ U> I I cO [1> o I I ~ L8-- ----@--21"Sf}-- r EX~NG STREET UGHT -3;:f- == ___L_~_ == ! -iSY__ PROPOSED .!- -24.0' DRIVE ---lEt 12"'# :::0 Q-t- .-. 00' 0" ~q ~ __-A_ --- 20' ~ . f'''''''''''"''~''''''''''h"",-",,,~Jx''~~1 /" .""" -",. -, . ,~,>,'jf."'7&'''0!,"..e~t'~'%.'>'?'''_'f/,,~~~rg:~;f o 20' 40' -----e- LEGEND ELEC - lV- m- 12"W- &--S"WW - @--24"SO- ~ EXISTING 5' OFFSET SIDEWAlK --- EXISTING 36" CULVERT fl=423.40 ~. ,..Ja % ~ .:...t 1.600 1~ \ PUBUC DRAINAGE EASEMENT \ WIDTH VARIES FROM TOP OF BANK TO WEST PROPERTY LINE N ci - EXISTING lOP OF BANK " 1.400 tft \~oo 1\> ~ )--( [QJ @ lei SCALE" ,11=20' - EXISTING ElECTRIC UNE -EXISTING lV liNE - EXISTING TELEPHONE UNE - EXISTING. WATER LINE - EXISTING WASTEWATER SYSTEM - EXISTING STORM DRAIN SYSTEM EXISTING WATER METER EXISTING POWER POLE EXISTING POWER POlE W!UGHT EXISTING CULVERT EXfS11NG CURB INLET EXISTING FIRE HYDRANT EXISTING WATER' VALVE EXISTING TELEPHONE PEDESTAl Date Received: JAN 2 8 2008 submittal r.n bJ.) fFl S s::: 1-4 ~ ...... <D <D ~Cl)> ;:::$ ~ ~ r:J'l " be ;:::$ g~r.J). Q~~ ~ ~ o CIJ. .......... o ,.....0 0"""0l1'l') o"llf-........I.t') N,.....OlN 0) I I")"lo.- ~.~, -o.::........LO :::>0.-..00 (/) ..........."l\t' . c:i ..- .......... tnr;j~~C: --LO o~. ..-- o:z:~.. ooo.::o~ t")o...:r:u.:o (J)c.. 00 . ...... ~ ~ o ~ 00 o z 0 o N .~ ~ z~o ct. o ~ ailo ...- Go 10 .. W r W(() ~ a::: ,. (.) <( o-'z 0 ;:)w ~~ ~ w oc -10 o~~ wo> cr:: - a::: ~ (/) ::> en (/)(f) -w 2l1.. 0::00 a:: 0.. ~ ~ ..--f ~ ~ ~. (l) S ~ o .......... (l) > CJ) ~ CD ~ . ...... 00 ~ o ~ t3 ~ ~'Cj ~~ CQ ~ ~ ~ .~ ~ SITE DATA:' ZONING = MDR (11-20 UNITS/ACRE) NET DEVELOPMENT AREA :; 12,715 SF :; 0.29' AC UNITS PROPOSED = 4 DENSITY = 4/0.29 = 13.8 UNITS! ACRE ~ o ~ Q) ~. o ~ ~ ~ ~ o t.:> (.\) 8 ~ "'d .........;) (.\) .~ ~ .~ t-.. ~ ~ ~ ~ "^ "^ ....... ....... ....... ~. (:) (:) (:) UJ r. , r, , r, , 1:- ;, ~ s; ~ u ~ ..- w ~ ~ ~ W -l > ~ f- c5 <(. > > <( ,..,. r ) W W W 0 0 0: ifJ CG CG CG U en z o ...... (j) - > w ".., I-loo4 SHE'ET C4 of 7 --@- II # ! I \\ \\ \\ \ '\. \':;- _ _ _ ~2'W '- _ _ _ _ _ _ _ _._ _ _ _ _ _ 12~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _12"W - - - - - - --= " EXISTING 5' OFFSET SIDEWAlK --------- --------- --------- ---------------------- -- -- ------ ------ ---------------- ------ ---------- -=- ----@-21ttSD Y' ==~=j=m . == M== ELEC __-------- --lV ----------------~--- ~ 'l;f' co 'l;f' v 0- s:::. ....::x::. :EC 0..- ........ .:: ON ..~ (t')V N I uU No.. ..... ..... COO OC Oro N= Ci)::E N .. -... <<0 ..... - "0 "'W ~::E ~~ 0....... (,9""':::: z& -ro o~ ~"O ~ffi W~ J-. -C V') .- J.l')"" U(Y') ..X (!)'l;f' 3:N o. "":0 Zs:::. WU J-Io- <( M ... Ln M cnu M 0.. (5ri ~:o OU ---N 0:=-1 0(9 Zo.. <(:J: ::E , N O'l;f' Zo Wo CO Lt'l O:=ii) WI"'""I >c: -en 0:= .- Vl MW &..nO ~o.. m:J: J- ... ua; WVl 1"'""1::::> 0\0 0::0 0.."- -:--:iV x::E \.100 1"\; EXlSTING 36'" CULVERT FL=423.40 \.600 1\J ------ ------ DEADMOND FERRY ROAD 101 i r- (1) Sit o ..- 36ttSD ~ 03: .~ ~o Q: MAINTENANCE ACCESS -e-- -------..;..------- ------------ EXlSfING 5' OFFSET SIDEWALK ELE:~ ------------- 3' BREAK IN CURB FOR DRAINAGE 431.65 Fl \.4:00 1~ 430.99 FL 430.85 FL EXISTING TOP Of BANK " \.~oo 1\J NOTE: CUT N 178 CU. YD. All N 112 CU. YD. SCAlE. 1-=201 20# 40# --1 20#, 0 ~,~._-- ~~ , j""~ , LEGEND ELEC - lV- TEl- 12"W -,- &--8"WW - @--24"SD- I'M - EXISTING ElECTRIC UNE - EXISTING lV'UNE - EXISTING TELEPHONE UNE - EXISTING WATER tiNE -EXISTING WASm'/ATERStSTEM - EXfSllNG stORM DRAIN SYSTEM EX1ST1NG WATER METER EXISllNG POWER POlE €XlSTlNGPOVlER POu: W!UGHT EXIS'nNS CULVERT EXISflNGCURBtNlET EXfS11NG FIRE HYDRANT EXiSTING WATER VALVE EXISTING TELEPHONE PEDESTAl -If- ~ )-{ !Q1 . @ lei C)CONSTRUCTION NOTES 1. CONST EXfRUDEOCURB ASPER DETAIL 3. SAW CUT ALONG GUTTER, REMOVE CURB CUT AND REPLACE TO MATCH 6" STANDARD CURB AND GUTTER. 15. CONST 3" AC ON .llL 'CRUSHED ROCK. 16. CONST 1(J' '" 1/2. -0. COMPACTED. CRUSHED ROCK ACCESS PAD OR APPROVED PERVIOUS SURFACE ABLE TO SUPPORT VEHICLE lOADING FOR OITCH MAINTENANCE. 40. CONST 4" CONCRETE OVER 1" CRUSHED ROCK. 58. CONST DRIVEWAY APPROACH PER CI1'Y OF SPRINGFIELD STD. OWG 13-9. TOPSOil MAlERfAL lANDSCAPE AS PER PlANS EXTRUDED CONCRETE CURB CLASS 3000- - 1/2tt CONCRETE. AC 'PAVING SURFACE SHAll BE ClEAN ANOmEr OF ALL FOREIGNMAlERIAl BEFORE APPLYING EPOXY. SURFACE AS PER PlANS EXTRUDED, CONCRETE CURB DETAIL N..T s, n . '" e'''' r"i.;",i..."wi V \oJ. JAN 2 8 2008 ' Original 8ubmitt~L,,_,?~__~__ m ~oo~ ....... ~ ..., ~---- ~ ~ ~ r..J'l....... ~ s::: bO r.n 8~~ ~ ~ o en. ,......... o ,,0 E o~~~o ~"""'O)N 0) I I"').L. ~ .~J, ~~I"')~ .......... -0-.......... tn [LL~4~ c: - -lC) en (3 ~ .. '-"'- o~ ~.. ~8:~~ . (/')0.. en w. . ...... ::-. ~ o ~ ~ 0 b) Q) ~ ~ cc:S c ,...... t--. P-t 0 b.O ~ ~ d . ...... ~ ;;b, ;:> ""f..;) ~, ~ P-t '"t3 t--.. ~ 0 ............... 0 t.:> o.o~ Q) <.\) ~ Ct:) ~ · ,...-t ~ .-c ~ .....:t cc:S ~ Q) 0 ~ ~ .~ .......;) CD ~ Q) ~ .~ . ...... 't;; rn .~ ~ ~ :>: :>: :>: !S co co co ..... (::) (::) (::) W t-< > t.:J t.:J t.:J U 4i ::s: ::s: ::s: r :i w ~ W w f:: 'J .....J >= >= ~ 0 -< > <C tv' U W W W 0 0 a: lf1 0: 0: 0: U en z o I-ol (j} I-ol > UJ cc: SHEET C5 of 7 \ -- -- -- .-TV-- - co V ~ co ~ u Co .s::. .::J!. c - .. N :E v ;i"U 0..0.. I""'l ........0 r:'!C C't')CO N- ;..;:E ..-t .. n:J 00- 0-0 OQ} N~ ........ .. CO ..-l N .. ........ ..-l ..-t .. Z~ ~n:J o..M ~~ .....I ::::::- ~c ::> -- '-0\0 UM ..X <!)V ~N O' '-:0 Z.s::. WU 1--1.- <( ('V) .. Ll')M O'IU M a. -- - (9"'0 ~ro OU CjN 0.....1 Za: <(::J: :E N' OV Zo We COLI') ~.:,.I w<V >'" t-iC a:;.21 Vl MQ} UiO ~o.. lil:r: 1-",;- UQJ WVl ",::> 0\0 a:;e 0...:,.1 --:-:QJ x:E \.100 rr\. 12"W 12'W EXISTING 5' OFFSET SIDEWAlK -- -- ---- -- -.- --- -r 6 Y' j 10~ r. EXISllNG WATER MITER 3: 36"SD DEA.DJfOND FERRY ROA/J MAINTENANCE ACCESS i en a o ;= N >: b~ . c ~<( o 0:: ==I8: ====~ --- --- -- -- --- --- LEGEND ELEC - TV- ffi- 12'W - S--8'WW - @J----241fSD - !W - EXISTING ELECTRIC UNE - EXISTING TV UNE - EXISTING TElEPHONE UNE - EXISTING WATER UNf - EXISllNG WASTEWATER SYSTEM - EXISTING STORM DRAIN SYSTEM EXISTING WATER MmR EXISTING POWER POLE EXISTING POWER POLEW/UGHT EXISTING CULVERT EXISTING. CURB INlET EXISTING FIRE HYDRANT EXISTING WATER VftiVE EXISTING mEPHONE PEDESTAL --($>- ~ )--( SCAlE: 1 "=20' 20' 40' -~" -i 20' o ~~~",..__."~n"'. J- [PJ _ _ EXISTING 5' OFFSET SIDEWAlK _ eel - EXISTING 36" CULVERT FL=423.40 1.1\00 tf\. STAD 8" FL OUT (W)=430.25 RIM ElEV.=430.60 \.600 11> Fl=430.85 EXISTING TOP OF BANK \.'300 1\. o CONSTRUCTION NOTES 250. CONST STO.CLE'ANOUT. 279. CONST 4" PVC WASTEWATER PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 280. CONST' 6" PVCWASTEWATER PIPE. ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 444. CONST SWALE AS PER DETAIL 445. CONST 6" ROUND ROCK OUTFAlL STRUCTURE. 479~ CONST 8" STORM PIPE, ASTM D3034. 490.CONST .8" 9C1ElBOW WITH STAND PIPE AND GRATE. 510. CONST 3-3/4" WATER METERS. STANDARD STEEl FRAME It COVER MECHANICAl.. PlUG "1 NOTE: SECTION TO BE POURED . SO THAT II MINlMUI.I COVER OF ~ EXISIS ON All SURFACES OF ~ \ 4fAIN PIPE WE AND SIZE AS PER 'PlANS. f~4._'" 4' · . ~ -: : .... .:~\~\ [. . ~~~D " .' :~:".:: -: : .:':". : : .. : ...11. .: : .. : ... .. . MECHANCAl PlUG CLEAN OUT DETAIL H.T.S. ~ ~ o 00 ........ o 00 . ...... ~ ~ o ~ Date Received: JAN 2 8 2008 Original submittal r:n b.O CIl S ~1-f~ -1"""4 <J) <J) ~(])> ~ s::: ~ 00 - 6h .::$ gs:::rfl Ur:z::l~ ",0 0"'0')1'1') o....r-LC') N"'O')N 0') I I"").c ~ .~I -a::::.-LO :::> 0 .-" co (J') ~....,.. ti~~~c - - LO o~. ..-....- oZ ~ .. ooa::o~~ t'). 0.. :::c u.: (1)0.. ~ o b) Q.) ~. o ~ ~ ~ o tJ <.\) ~ d ~ ~ ~ <.\) .e"> bi ~ .~ ~ ~ ;>: ;>: ;>: ~ co co co ..- 0:: 0 0 0 i:- I.l.l t.:J t.:J t.:J :> 1 t WIDE 6" DEEP I.I.J u W ~ ~ ~ Z MATCH NATURAL r:; w ~. ~ W ::i - ..., ....J 3" ROUND ROCK GROUND r-- 0 < > > :; ~ PAVING PER i= <( tv' U W W W 0 PlAN AT 3' BREAK IN a:: ci a: {J) CC CC CC U l..&J CURB 0.. 0 a::: a.. l ~ cO ,.....-.t p.... ~ ~ .' ,.....c r--4 · ,.....c ~ ~ (J) ~ · ....-4 00 cij Z o ....... {J) - > UJ 0:: --@-21"SI)-- 8"X8"X12" CONCRETE BLOCK 5.00. SW ALE CROSS SECTION NTS ~ o ~ ~ ~ ~ ~~ CQ ~ Q) ~ .~ ~ SHEET C6 of 7 \\ \\ ~ \ ~ \ ~2'W '- LEGEND ElEC - w- TEL- 12'W- S--8>>wvi - @--24"SO- - EXISTING ElECTRIC UNE - EXISTING lV UNE -EXISTING TELEPHONE UNE - EXISTING WATER UNE - EXISTING WASTEWATER SYSTEM - EXISTING STORM DRAIN SYSTEM EXISTING WATER METER EXISTING POWER POLE EXISTING POWER POLE W /UGHT EXISTING CULVERT EXISTING CURB INlET EXISTING FIRE HYDRANT EXISTING WATER VAlVE EXISTING TELEPHONE PEDESTAL l2"W ----- 12"W~ -------.---- EXISTING 5' OFFSET SIDEWALK -------- ------- ---------. ------ ------ --------------- ------ -"- - - -- -- -~-, -- ----.- -- =~---==:=::;:::::::;::=--:=::;:::::::;:: 36"S{) DEMJllOND FERRY ROAD MAINTENANCE ACCESS 101 ~ U) I r- ~ o ....- _21"So-- >: b~ . 0 00<(; Vo a:::: -- ---,- - \~oo 1~ 31: ----~-- ------- -- -- EXISTING 5' OFFSET SIDEWAlK --<S- ~ -Ii- ~ )-( [QJ Q9 fE] -- -- E~ ROOF AREAS ARE TO DRAIN DIRECTLY TO THE SWALEON THE WEST SIDE OF THE PROPERTY. IMPERVIOUS SURFACE: 'FLOW AREA = 4,725 SF OR 0.1085 AC WQ FLOW = Q=CIA C =0.90 I ~ 0.25% A = 0.1085 AC Qwq = 0.90(0.25)0.1085 = 0.02 CFS - - - - - - - -"".- - - -- ------~-- LB \100 ~ ~ v ex:> v ...u :Eo. a....s::;. ,..... .::,!. LnC .. - M .. N .... .. N N:E ,.....v ex:> I oU 00. N""" (i)'O NC __<<:J ,..... ;;::; ...::E z.. <C.!2 ...J"C a.Q) I-:E Z .. UJ ,..... :E:.;'..4 UJ ... ~Q) zo.. <({9 ::EUl "C :EC ~~ 0':' t;; .5 r-,.\.O uM ..x (!)v 3:N O. "":0 Z.r::. UJU I-~ <( fY') .. Ln M O'\U (V') 0.. ....- . t!)"C 3:ro aU ""-N rY....J OCJ za. <(:I: :E: ('.II ov Zo UJo aJ Ln ~1V W....., >c t-t0'l rY. .- m MQ) LliO ~a.. r;;'X. ...... ~... UaJ WUl .......:::> 0\0 0::0 0..1- -:':~ x:E: EXISTING 36" CULVERT Fl=423.40 3' BREAK IN CURB FORORAINAGE 431.65 FL 431.39 FL 5=1.00% \400 11" 430.99 FL 51 AD a" FL OUT (W)=430.25 RIM ELEV.=430.60 \600 1\J 430.85 FL \ ST CO 8" FL OUT (W)=428.62 RIM ElEV.=432.5:1: EXISTING TOP OF BANK " DETENTION POND SEEDING TABLE PRO-TIME 835 BIO-FILTER SUMMER GREEN VEGETATIVE: COVER APPUCAllON RATE: 2 lBS/ 1000 SF BOTANiCAl NAME COMMON NAME Lolium perenno wElko" FestucQ ovino. duiusculo "Eureka" Yarrow millefolium Alyssum maritimum Trifolium dubium Trifolium repens Trifolium frogiferum "Sotino" Elka Perennial Ryegrass Eureka Hard Fescue Yarrow millefolium Sweet Alyssum Shamrock Dutch White Clover Salinas Strawberry Clover PEAK FLOW = C = 0.90 I = 2.10 CFS A = 0.1085' Qp = 0.90(2.1 0)0.1 085 = 0.21 CFS SWALE SUMMARY WQ FLOW DEPTH == 0.08 FT FLOW VELOCllY = 0.11 FPS SWALE LENGTH = 100 LF SLOPE = 1.00% CONTACT TIME = 15.2 MINUTES Date Received: JAN28 ittaL ......0 o......~ft')O O~OJI/) NB; I ~. LaJ N'.... t:: .01/) :::>c.t:t')CX) (1)0 ~ ~ . ci .,... ........... l/i.rd ~.~. C -'-"lOCI) o ~ .. '-"- 06 ~ ..0 coa::o~""'" f"')D..:J:l.1.:o (1)0.. tn bt) en ~ r::: ~, ~ .,-t ..- I"l' .+oJ a> ,...... ....-4 a> > ~ ~ ~ f.I:J-,-t :::s s::: be rn: o ~ _.~ U~~ ~ ~ o 00. ......... o 00 · ,...-t ~ ~ o ~ SCALE: '''=20' 20' 20' 40' o ~..".. ."" "'''. r"".,~,,,..w,,,,,-,,,,,,,,,,.,,,,."'~t . ,', . ..," ... ''''"., '"~'"'''''' " ,., ._~-'" ~ ~ r--4 ~ -I-J ~. Q) S Q) bJ) c'\S ~ cd ~ S ~ o -+-J rn ~ o t)) Q) ~ C e..- O ~ t3 ~ ~ S ~ ~Q) ~ ~ \)) ~ .~ ~ .~ ~ ~ o t.:> <>> ~ ~ ~ ~ ~ .c;:-) ~ .~ t.. ~ It.l 1 ~ WIDE 6" DEEP :z MATCH NATURAL .=:) 3" ROUND ROCK ~ GROUND AT 3t: BREAK IN w >= >= >= CURB a. 0 ~ to to to a:: a a a a.. t- w ~ ~ ~ :.- U r.ij ~ ~ ~ LiS LU W W w f- 'J ,.J > :; :; ~ 0 -< <( 0: U 41 LU LU 0 C 0.. if} cC cC cC U 8~8"X12. CONCRETE BLOCK 5.00' 60% 15% 8% 3% 3% 1% 4% SWALE CROSS SECTION NTS U) Z o -. (f) - >- UJ 0: SHEET C7 of 7