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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/21/2006AMBLING Lu SITE A SSESSMEN I OF EXISTING C ONDI 0 iu NS T STREET co vi 0 CIO " S" STREET M S 1; ROGER WENS 01 w W co w 1955 -15TH'STREET., SPRINGFIELD., OREGON co co cry SW1 4 NW1 4 SECO .'Tip 1 7SO .• Z LANE COUNTY , Q H STREET Lo <bv AUGUST- 181, 2006 105 126 SCALE. 1 20' BUS STOP O C 46f FIRE HYDRANT eC WUNITY NOT TO SCALE w a } a LEGEND G• / PROPERTY LINE, DECIDUOUS TREE V EXIS TING CURB EXISTING FENCE TREE TO BE REMOVED 00 o v. PROPOSED DRIVEWAY POWER POLE u W J WATER METER the SPOT ELEVATION r Jq OJ FIRE HYDRANT ' O —W EXISTING WATER LINE v i --SAN -- EXISTING SANITARY SEWER.i EXISTING CONCRETE 15TH ST w :v -- - STM EXISTING STORM DRAIN SEWER JK ZEMA {Nf , Qv _ Lw Lo s, LIGHT POLE WITH ARM --- _ G - - — EXISTING GAS LINE .45"7, 47  - - 't'• OHP — — EXISTING OVERHEAD POWER P HOUSE: Cr i PROPOSED BOLLARD -•- '' : = E REM VED ----- _SAN PROPOSED SANITARY SEWER !-" W Lo CL x .. .: - _ - -- f _ srM PROPOSED STORM DRAIN SEWER QlU PROPOSED AREA DRAIN Q JUT PROPOSED JOINT UTILITY TRENCH tk !• Lu r x\,x GREEN HOUSE r T.L. DENOTES TAX LOT r ; TO REMAIN ,. 0 FL DENOTES FLOWLINE: CURB 8 GUTTER P`-  N lo x PUz; DENOTES PUBLIC UTILITY EASEMENT w ut G CHIDRENS 4, Z a PLAY HOUSE p W to p GQ s TO  BE REMOVED 200 141 If go 119/w 4, 1418 tK. ol %jK IN, v ion C v iAT  ED_IYATE'RC#L SJ_ nOODP, ACCORDING TO THE CITY'S WATER QUALITY LIMITED WATERCOURSE MAP, THERE ARE - PER FEMA FIRM PANEL 41039CII34 F. DATED JUNE 2. 1999, THE SITE IS NO WATERCOURSES ON OR ADJACENT TO THE SITE. ENTIRELY WITHIN ZONE X (OUTSIDE OF SPECIAL FLOOD HAZARD AREAS). EtPAL GRAPHIC SCALE ZW OF 7MVEL ZONES COV' EM Dff ACCORDING TO THE CITY'S WELLHEAD PROTECTION MAPPING, THE SITE IS WITHIN /FOOT ZO O IO 20 40 THE 1 YEAR TIME OF ,TRAVEL ZONE. BENC MAM DAB DATE 18 AUG 2006 SOIL TYPES CITY OF SPRINGFIELD DATUM FOUND CHISELED SQUARE IN TOP FACE t IN FEET ACCORDING TO THE SOIL SURVEY FOR LANE COLiII OREGON THE FOLLOWING OF CURB AT CENTERLINE OF CATCHBASIN 50 FEET SOUTH OF THE SCALE 1 " = 20' SOIL TYPE EXISTS ON THE SITE: SOUTHEAST CORNER OF THE INTERSECTION OF 15TH AND S STREET. 76, MALABON URBAN LAND COMPLEX. THE DEPTH TO THE WATER TABLE IS CITY OF SPRINGFIELD DATUM *227 (RECORDED ELEVATION = 456.230) DRAWN BY JMA GREATER THAN 6 FEET. PERMEABILITY IS 0.6 - 2.0 INIHR LOT CHARACTERIS77CS LOT SIZE 0.42 ACRES DESIGNER JMA PERVIOUS DIMENSIONS = 92.32 X 200 FEET CHECKED DRIVEWAY BUILDING TOTAL ZONING = MEDIUM DENSITY RESIDENTIAL (MDR) BY JAB.. EXISTING.._ 1232 SF 1263. SF 2495 SF DENSI'!'Y PROJECT 016 -151 EXISTING DENSITY = 2.4 UNITSI ACRE NUMBER PROPOSED DENSITY 4.7 UNITSI ACRE SHEET N0. Lo olifffIR:1111 111 11, 20 UNITS/ ACRE (CLAIMING MEDICAL HARDSHIP) rya.. afww A TAX MAP I7- 03- 25 -23, TAX LOT 3400 Filc Cwu OF SHEET(S) I t / 1 t P -iLS r , ! o Z paq es,:;, "'L J J JULIL I N J WJ V n T' STREET D  n S" STREET 5 , V co t4 19515 15 TH STREET R1­--'NGFIELD,, OREGON co .t.  w ' -. cry CID co — SW1 4, NW1 4 SECO e 7S0 Ro 3wrr • Wo • LANE COUNTY " Q" STREET -- AUGUST 18 1C:5 126 SCALE.* ® BUS STOP .. o FIRE HYDRANT •Q V - r VICIATITY MAP NOT TO SCALE  Lu CID 0 IT, • h•  o o . o LEGEND J tx • " , `` .P 4Q  • \ PROPERTY LINE . y DECIDUOUS TREE PROPOSED .CONNECTION TO  POWER, TV, PHONE, &CABLE v pJ F  J a    \ _____  EXISTING CURB !} a APPROXIMATE SAN FL = i a p x_ EXISTING FENCE _r ' , v '1 _ nn p ti TREE TO < BE REMOVED 447,58 t a Ov  4 h fa f - _ _,,..  -. -;.: ;.. PROPOSED DRIVEWAY 4S TM GRATE EEL _ . 'M ;.rz .,. :_ - , .... . ____ _ _• 7 ,  , .,R POWER POLE W _ F 2.6 f 5. » v P .LAJ } METER SPOT ELEVATION SAN . , : _   r °, .. L A E _ w TM F - ,. .  :r ." ., ;.. .,. . o- - ..  <« .. K,; , , £  •;_t , _ _ JUT . _._ .., ?: i - :.,, '` .• y, •., APPROXIMATE S L . w, :  ..  . __ .._- _ :fu -. . .rt. .. ,.  _ _ ,. v • ,.r: ,. , „  ,. -CAR _, ,v:  1, - .. ; : ti <« _ .. • ,.'. 2 :, p PROPOSED FIRE HYDRANT , , , O • _ __.._W EXISTING WATER LINE ti y z fi GARAGE ; , G E 'SINGE NIT t# - . -  'fir ' \ - ,' L U  MODULAR HOME SA EXISTING SANITARY , x , s w :.... s , , EXISTING CONCRETE o R .1955 15iH ST , w w ti r i _ STM ? , EXISTING STORM DRAIN SEWER - cn ., .  \l TO REMAIN w  ^ S k # .. • i e „r w ti Q k PROPO S T  PRXI A E ° r _ I Lo a L GHT PO W '` , LE WITH A o x RM w "'" G I T _  . , EXISTING A  n ,  r ,  k . G S IN I : L E STREET  _ n  t — _._._ ..  . _ ST  T c  .  .._ j s..  C C. 'rte l :4 J . •. }( < _ , TREE WATER _. l PR POSED '.i1 f • < ` S' `` <_ O f _w r , f.. _ __ _ a,_ OHP _ _ _ _ _ EXISTING OVERHEAD POWER ... p w` ;, Q . M ` fi s, g . _ P .HOUSE  1\ r  `J , cv" • PROPOSED BOLLARD E-- , h• :f` Y - ' E REM VED PR -. _ a '.. n-tSAN -- OPOSED SANIT,4RY SEWER t-" O„ a (, F.. r .. OPEN SPACE Lu r l v ., \ STM F , . f r f*` f , PROPOSED STORM DRAIN t; r [Ell PROPOSED AREA DRAIN N SEWER '~) `- i 4 Y, X 1 = Qom. D -JUT -- PROPOSED JOINT UTILITY TRENCH 4.4 Al GREEN HtJUS 44 T.L. DENOTES TAX LOT o a _ TO REMAINI .__,  o jj (dQ d l i = "Y. FL DENOTES FLOWLINE CURB 8 GUTTER / h .OPEN SPACE • .`1,; / ,,,Y,,',•`crn A } J Y tC f a CHILDRENS' w PU. DENOTES PUBLIC UTILITY EASEMENT S Z ` PLAY HOUSE Q PROPOSE PROP SED Q. p TO BE REMOVED © W C STREET . . `- .7' P.I.E. ` ' • y TREE --- V p` ,x?,x, " r' , ,, tj tY_ J -_ q w7 4 i T j Q. w 4 O` /W  t , ,a o o to  ,moo 0-04 co u - °' • "F°A 1 • --+ a © = co c % , ' r m c - 2 t t- F"q,,_   e '' r   Q,) ps `' o ,a,, .-- oo pogT7. ,.. O } v ( ._, UNDISTURBED SOIL 0  a 7 ,IA ° 24" MIN. Pv s?, f p t ant n1 i nJ s7T t r, 1` •r" ' ,+ V MPERVIOUS NOTES 014 .It cu DRIVEWAY BUILDING TOTAL (1) THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF CABLE AND . ` — ` .-{ p6 0 EXIS T ING _ 1232 SF 1263 SF 2495 SF FIELD LOCATION OF SURFACE FEATURES AND AS -BUILT DRAWINGS, PHONE LINES,' CIO PROPOSED .= 2311 SF 1811 SF 4243 SF INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. ;a..., cv . UNDISTURBED -+ rSf, . NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF UNDERGROUND SOIL r L.-t nl'  ,, GRAPHIC SCALE r,. .P-, DENS. , LINES. M `.: °° oo EXISTING DENSITY = 2.4 UNITS/ ACRE I , 20 o I o 20 40 (2) FIRE HYDRANT IS APPROXIMATELY 274 SOUTH OF THE SUBJECT SITE PROPOSED DENS / T Y = 4.7 UN /TS/ A ARE DATE 18 A UG 2006 ;. TY (MDR) _ _ 10 20 UNITS/ ACRE (3) THE PROPOSED DRIVEWAY AND NEW ROOF RUNOFF WILL BE DIRECTED TO THE (CLAIMING MEDICAL H - PROPOSED AREA DRAIN. -A 6' PVC PIPE WILL THEN CONVEY THE RUNOFF : ti2' WATER LINES t IN FEET uo rvri TO THE EXISTING 10' CITY STORMWATER MAIN. A PORTION OF THE EXSTING'`f  SCALE 1 " = 20' /--7- I -T~ Ire L RESIDENTIAL STRUCTURE CURRENTLY WEEPHOLES TO THE CURB, THE f' ;` /,, REMAINING PORTION OF THE EXISTING STRUCTURE DISCHARGES ON -SITE VIA rq . .- '7-, DRAWN -•' - •:  ,3 ,. 1..3.5" CI dLc. , BY JMA e4-,,,7.)' SPLASH PADS. LECTRIC LINE (4) SPRINGFIELD BUS ROUTES 18 AND 19 RUN ALONG "V STREET. DESIGNER JMA I-  1 (5) THE PROPOSED DRIVEWAY SHALL BE MAINTAINED TO SUPPORT AN 80,600 JOINT UTILITY RENO CHECKED LB. .IMPOSED LOAD. AND 8' AN ALL WEATHER SURFACE PER SFC 503.2.3 TRENCH LiT.ALi t t - F AND SFC APPENDIX D102.1. BY JAB C° I'-2 vrn: _ l6) ' NO PARKING -FIRE LANE* SAGE SHALL BE POSTED ON BOTH SIDES 0 NOT TO SCALE --,- -5 i2 s6 -   PROJECT . THE PROPOSED DRIVEWAY PER SFC 503.2.1,- 543.3. AND SFC APPENDIX NUMBER 06-151 D103.6. SHEET NO (6) THE 4' CHAIN LINK FENCE ALONG THE NORTH PROPERTY B10 LL • BE REMOVE AND REPLACED WITH A WOOD FENCE PER #6C 9.275(13). TAX MAP 17- 03- 25 -23. TAX LOT 3400 ROGER OWENS sp r ; „ , : OF SHEET(S) 'L 0 -f