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Home My WebLink AboutApplication APPLICANT 2/23/2007 OWNER VERN BENSON 940 HWY 99 NORTH EUGENE, OR 97402 SI DOVE ESTATES TENT A TIVE SUBDIVISION TAX MAP 17-03-33-11, TAX LOT 101 CITY OF SPRINGFIELD, LANE COUNTY, OREGON NOVEMBER, 2005 ,-VnocphAb- /1\ ~ e- 2((0 p IMv ~ 0 w <<> z :J w (f) z :::i ~ 0 CENTENNIAL BL YD R/W=80' ST - ..- <ri (0 -- i i 18" MAPLE ~ 18" IMAPLE ~ W Z <( -1 Z o .~ (I)lD -1 fr::fr::<( w:::::>3: oUw ~:cQ l-(/) l.J...3:o o z woo<( OW U)g,~ l--1W (/)~I= ~gs5 V) -l EXISTING STORM MH RIM=433.61 FL IN S 429.06 FL OUT W 429.01 @ (J) 4520 SF Ci ~ N '<3" //00 16" FRUI~,/ 36" O,AK ~ ,/ ,/' ,- @ T.L. 6000 ..- to (0 ..- <ri <D a ro 0> 4558 SF ,/ C 7' PUE ----- ------------------ 69.0' 10" MAPLE @ 6430 SF @ ,/ 5553 SF I I I I I I I _ '0 IN 'n ~ 36" MAPLE : 12" MAPLE ,7' PUE___: 65.6 I T.L. 6100 CITY LIMITS ACCESS/UTILITY EASEMENT & FIRE APPARATUS TURNAROUND I I I .. I 00 I , ui I \ NI 36" OAK :~ \. / .' 1/ ~ ~,)8" OAK l(') I "., ..- I 3'9 ;-0.' 30" MAPLE ~ 16" OAK 12" MAPLE "- ''''\. @ au Z C ... z'O o1f U)~ D:fr:: 1&1 a z c 12" MAPLE cSS~ :- \~\8. 0' I \ I \ I \ :..........-- 7' PU E \\ I <'-'" I I ~I . , ~I I \ :~ \\: 36" OAK .'\ / \, "it \ ,---______________ .)'.. \ 58. o' \ PROPOSED SIDEWALK '-- ~: ~I 7' PUE --- ~ ~ , AD , 36" OAK 24.0 'ZJV 48" SPRU'CE ------------j ..- 34.0'~ 8" CEDAR @ 5113 SF 16" FIR \ 24" FIR ~ 8" FRUIT \ ~ 36" OAK~ \ \'0 d ro ,N \'0 \f2 1 I I I I --.; I I I "-_ 36" 0'1\ I~ @""'" AD: : ~ -', 'ZJV 1 4500 SF'\ I : .... I I \ I I \. I I \1 I 1\ 1 : \. : 85.7' 1 I I I I r---- 10' PUE @/ / 4500 s~ I I ~ "'/ 30" OAK :;j / ~ 24" OAK JIrj I tzJS\ ~ / \ "ZJ'l30" OAK >(--------~j ~ 36" Ol\~ ~ // \ 18" Wilt OW \ ./ I jo:~_ OA~-~ ........ '; '- \ ( "-PROPOSED WATERLINE I -,/// Q ':q- \ \. '-~:--::;./ / - PROPOSED WASTEWATEff- ---- - - - - ---.....- -- - -- ~ 36" OAK '. ,-/- / , ... "",..--'" I \ -_-4"-=:::-.....-:>/- - - ~\ T.L 6300 EXISTING DRIVEWAY 14 '>'OAK ,/ fr:: w l- <( ;: ::iE fr:: o l- (/) a w (/) o 0.. o a::: 0.. NEIGIiBO H __ CLMAILBOX .... ....~~'" . ...,,;. - - _ PROPOSED SIDE L. ,z) 65.7' 14" APPLE -----_ 75.0' J~;r - --~:~ ~::; - - [~J~; P~ -- - - - -:',:: ~ ~ ~ ~-,~ ~ ~~- :-1- - __". · 8. APPLE _ _------ _ ~:__l:ig_LL.::.__ __. - , - ui -"', G) ,_~,,~,'--'5 @ ~. <D 1 \ 5625 SF-----------:!! 5625 SF-~ ---""" :--- 7~~~~ ------ ~. ~ ~ ~ ~ ~ ~ --.-----~ : 6"-12" HOLLY TREES 6"-12" HOLLY TREES I ~ I J I ~ 48" MAPLE @ 6032 SF / 12" MAPLE EXISTINt P ARKIN~ ---- @) --..._----.~--- 56,j~0 SF EXISTING GARAGE 71.8' 10" MAPLE 14" MAPLE 12" MAPLE (0 a> l(') @) 6218 SF (7163 SF TOTAL) ..;...J".... .. - .. .,' (0 a> It) a " '<;j- 6"-12" HOLLY TREES ~ cSS ~ /'/~ / / $ ~ tV.' 'tF ~ ~ c& o '<;j- N 75.7' 75.0' 75.6' 104.3' T_L. 6600 ,/' N N N 330.0' T.L. 100 NOTES @ I I t 1) NO EXISTING EASEMENTS ON PROPERTY. ALL EASEMENTS SHOWN ARE PROPOSED. 2) ZONING AND METRO PLAN DESIGNATION: LOR FOR PROPERTIES EAST OF ANDERSON LANE, MDR FOR PROPERTIES WEST OF ANDERSON LANE. 3) SITE IS NOT WITHIN THE FLOODWA Y. 4) SOLAR ACCESS STANDARDS 35.010(3)(d)1. ADJUSTMENT TO THE DESIGN STANDARD DUE TO DENSITY. IF.THE DESIGN STANDARD IN SECTION 35.010(3) IS APPLIED, THE RESULTING DENSITY WOULD BE LESS THAN THAT ALLOWED BY THIS CODE. 5) BENCHMARK USED: BRASS CAP NW COR. 1ST CUL-DE-SAC S. OF KELLOGG ON ANDERSON LANE, EL= 432.37. 6) NO PROPOSED CUT IFILL SLOPES. 7) NO PROPOSED STR~ET LIGHTS. EXISTING WASTEWATER MH RIM=433.53 FL IN N 427.18 FL IN W 427.18 FL OUT S 427.08 -.-.......-...,_.__..M'.'.~........ ...~-_._--. ............"'" 1.~7 ~J;'(1 -9 Y g.:t~, ~'$tJ o -0 ..- ..- I ..q- n I to o I 1'- 0- <( 2 x <( 1--- 7' At~ $~~~~~ ~~~~ ~f ;;,' CENTENNIAL BLVD. CITY LIMITS SITE w Z <( --! Z o (f) 0:: w o z <( 1(t"(L. OGG f?O,.qD ~ OREGON JULY 21, 1992 DAVID J. COLLIER 2552 RENEWAL 12-31-07 VICINITY MAP NOT TO SCALE A~ ~~;~1 ;. "..1' ;;;;,.1' I 30 30 30' I 60 o SCALE 1" = LEGEND @ ~ ~s~ """ " )( D I ~ o EXISTING POWER POLE EXISTING EDGE OF PAVEMENT EXISTING LUMINARE EXISTING FENCE EXISTING CURB INLET STORM WATER SHEET FLOW DIRECTION EXISTING 3 PORT FIRE HYDRANT EXISTING WATER VALVE Pacific Surveying, Inc. 6~ D~~ .75506 Blue Mountain School Rd Cottage Grove, Oregon 97424 Tel. (541)767-0790 Fax (541)767-3087 Rev(5etJ( T&1f--Aifi~ p~ SlAB '24(j~ -tf7t?t/'~~ <.5 w {o z :J w (() ~ <( -l <:) 0::: w I- <( 3; Sf ST OWNER VERN BENSON 940 HWY 99 NORTH EUGENE, OR 97402 w z <( -1 Z o -:::c: (f)CO-1 ffi~<( 003: z w <(:CQ I-(f) L.r...~o o Z wo<( Q~ . (f)00::: I-....J~ (f)~1- ~~5 EXISTING, STORM MH RIM=433.61 FL IN S 429.06 FL OUT W 429.01 (j) --l w z c .... z'o (Q On U)~ &1:0::: W a z c PAVE WIDTH = :1:34' 0::: W I- <( 3: ~ 0::: ~ (f) o w (f) o 0.. o 0::: 0.. N C'\J C'\J @ DOVE EST A TES TENT A TIVE SUBDIVISION TAX MAP 17-03-33-11, TAX LOT 101 CITY OF SPRINGFIELD, LANE COUNTY, OREGON NOVEMBER, 2005 I (j) --l CENTENNIAL BLVD R/w=80' ~:,..~ .,&::-- I 55.6' 9<:3 //~', /"~'-t:fJ 16" M/APLE I D R2 ~ ..., c;> / / L 'Z)V ,'// /i;$ ~ 14 MA L&S 3 MAPLES R;u/ /j 2" MAPLE /10" - 4 t . 10" 16" '4' / PUMP - 3P'''/FIR I' HOUSE ~ : // : ~ : ~: 9!fi,6t5" OAK @ ~ I /10" MAPLE @ : / I I I;;:; 6430 SF (1' f l, 5553 SF i ~: ~ ~ ,i IrON . . I 1 . ~ 53 6'--+---: ~ ~ I L ~6~M~Pg_~ ~ 69.0' ----------------------- ~ -----, 59.0' __I , I ~I ---: tg\ I ~I ~ ~ 1 I 1 4558 SFI I I I ~7'PUE I - -~ - - - --= -= -= --= --= -= -= --= - 69.0' R 59,0:----~ I ---: @ / ~I ~ I ~'l 4558 SF I I , I I L ________--' ----------------------- ~ I 1a"~APl~ -~ la" MAPLE :. 49,0' ~ ....1 .. I 0 (J) , i, J""" 4520 SF 'a I ~ I~ I 16" FRUIT I 36" OAK t$ L __ ---------'l.....-2 0' I 20.0' : I 4.--- I I I 0, ~ 38" OAK to II:.___J ~ I 39.0' @ T.L. 6000 CITY LIMITS CENTENNIAL BLVD. CITY LIMITS SITE w z <( ...J Z o (f) cr: w o z <( 1(12L.L. aGG f?a~D VICINITY MAP NOT TO SCALE ACCESS/UTILITY EASEMENT & FIRE APPARATUS TURNAROUND 69.0' 6" FRUIT 6" CEDAR · 30" FIR ~ 16" OAK 16" CEDAR 24" CEDAR .. I ~ ~:r -l I 7' PUE ----- ~ ~ I 28"IOAK ~ 240' R2 I 36" OAK , , . . 'Z)V 48" SPRU'C 6" CEDAR A..~~ ./....-:j----~-~-::~ 19.0'--1 J /,..... ",'Z)V~ 6' CElt~ 34.0 18" CEDAR I . 127 fEDAR @ ~. I ~ 'i:? : I ~ 5113 SF . g I f' ~ : I r<') 16" FIR I : U24" FIR ~ 8" FRUITI .. I ~,,' ~ I 65.1' 36 OAK 0> __ _____ _ / 85.7' I . !/~--66.4-:--~K ~ /b. 24" OAK ~ I Iv) / f!J ,.rQ 18" WILLOW / / 'Z)V 30" OAK 1 /1 i ~ .30" OA~ ~ < . I // \ 36" OAK ~ I ;,. / 00' /,,/ \ @ l() I ffi ./ ~\ .~ 27.4' / 'l1',\ 6032 SF I --------------- --.- "\~ \~59.3. , I,I} -~;I~::~g - - EXISTI:~' - - - ~1.a' - - - - _,_ _______ri\~___ GARAGE ,I : ~ 56: SF I ~:------- @ --lo'~APl~ It) I to I -<0 I ~ ~ I '0 6218 SF ci to I " ~ (7163 SF TOTAL)Jr<') II~ 6"-12" HOLLY TREES w, I 65.6' -...1 I'" 94.3' L --~---___-1 L___________ ___~ @ T.L. 6100 12" MAPLE I 68.0t I I I I i ~ ~ pu;--r- J I I . : J 36" OAK II ~ I ~ll '!9 ~ ~J (Q J . I to I I 4500 SF ~ I J~ I I 'ZfJ" I I I I I 1------- I I ~ 10' PUE \ I I 10, I . I~ . 36rAK 36rAK '0 o IX) C'\J ~ PROPOSED WATERLINE '0 C'\J ".q.- .- ,..... r-__ 1 '-.../ -_ - ..../ - - --.:::::::::. ~ - 1 -- / -----' @ T.L. 6300 -.:;;..~ - - - - ---. PROPOSED WASTEWATEfr-------___ .. ::- - - .q.- EXISTING DRIVEWAY ~ -- a .q- N NEIGHBORHOOD MAILBOX ) -- ---_ PROPOSED SIDEWALK · ) 65.7' 14" APPLE ------_ 75.0' i(-l-=~:.~~::~=E~E: ;f=r---:~':~~~~-,~-=l-- i5~ ~ 8" APlE' I 8" HOLLY "-'t, o I fi\ I I fii\ , ~ .0 \.!J I'i:? I 0 ~ Ie I I ~ R2 5625 SF I ~ I lri 5625 SF I ~ . ~ ~ ~ It) :1 7tpUE '~'~ ~ ~ :~ 6"-12" HOllY TRE.ES I I 6"-12" HOllY TREES I cSi 60.7' .. , 65.0' --I I L ~---~-_~-1 ~--~---~---4 I I 75.6) 14" OAK 12" MAPLE 10" MAPLE 14" MAPLE 12" MAPLE 48" MAPLE 75.7' 75.0' 104.3' 330.0' T.L. 100 NOTES // 1) NO EXISTING EASEMENTS ON PROPERTY. ALL EASEMENTS SHOWN ARE PROPOSED. 2) ZONING AND METRO PLAN DESIGNATION: LDR FOR PROPERTIES EAST OF ANDERSON LANE, MDR FOR PROPERTIES WEST OF ANDERSON LANE. 3) SITE IS NOT WITHIN THE FLOODWA Y. 4) SOLAR ACCESS STANDARDS 35,010(3)(d)1. ADJUSTMENT TO THE DESIGN STANDARD DUE TO DENSITY. IF THE DESIGN STANDARD IN SECTION 35.010(3) IS APPLIED, THE RESULTING DENSITY WOULD BE LESS THAN THAT ALLOWED BY THIS CODE. 5) BENCHMARK USED: BRASS CAP NW COR. 1ST CUL-DE-SAC S. OF KELLOGG ON ANDERSON LANE, EL= 432.37. 6) NO PROPOSED CUT IFILL SLOPES. 7) NO PROPOSED STREET LIGHTS. @ T.L. 6600 @ EXISTING WASTEWATER MH RIM=433.53 FL IN N 427.18 FL IN W 427.18 FL OUT S 427.08 wj3efbl{vIq ,.!'~ ({~.~ i? QJ;jp ~'tJ" $)~ ~~ ~ff ~> t;P~ !if! ?'~ '?7 ~ .'7 """~ .~ @ o <J ..- ..- I o;;t r<') I r<') o I f'. I 30 30 30' I 60 .0 SCALE 1" = 0... <( ~ X <( I- LEGEND @ ~ EXISTING POWER POLE EXISTING EDGE OF PAVEMENT ~C;:;~ ""'" ~-~~ . EXISTING LUMINARE x EXISTING FENCE D EXISTING CURB INLET STORM WATER SHEET FLOW DIRECTION rQ EXISTING 3 PORT FIRE HYDRANT " EXISTING WATER VALVE REGISTERED PROFESSIONAL LAND SURVEYOR /e2 ,~. Pacific Surveying, Inc. 6~ ~~ OREGON JULY 21, 1992 DAVID J. COLLIER 2552 RENEWAL 12-31-07 75506 Blue Mountain School Rd Tel. (541)767-0790 Cottage Grove, Oregon 97424 Fax (541)767-3087 (5ltve ') {Jtj{5U f~1!e PfML- V lAB 2(/~tf -Clc1c1~~ rtf/feeD] GENERALCONSTRucnONNOTES A. ALL MATERIALS AND WORKMANSHIP WITHIN THE PUBLIC RIGHT-OF-WAY OR PUBLIC EASEMENTS SHALL MEET CITY OF SPRINGFIELD DEPARTMENT OF PUBLIC WORKS" STANDARD CONSTRUCTION SPECIFICATIONS, 1994 "AS AMENDED IN 1998 (OR CURRENT ADDITION), IN ADDITION TO THESE PLANS. B. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0100. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987. C. LOCATION AND/OR DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES FOR UNDERGROUND LOCATION OF FACILITIES AT LEAST 48 HOURS PRIOR TO EXCAVATING OR lIPOTHOLlNGI'. THE "0NE-CALUI NUMBER (800) 332-2344. O. CONTRACTOR SHAll BE RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES ON THE TIMING OF INSTALLATION OF THEIR FACILITIES. E. SPRINGFIELD CODE 10.2.1 REQUIRES NOTIFICATION OF OPEN TRENCHING FOR THE PROJECT TO ALLOW POSSIBLE AT&T CABLE INSTALLATION. F. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND SAFEGUARD THE PUBLIC AND WORKERS AGAINST INJURY AND PROTECT THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFFIC CONTROL SIGNING AND DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING WORK. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD), CURRENT EDITION, AS SUPPLEMENTED AND AMENDED BY THE OREGON SUPPLEMENTS. FLAGGING SHALL BE PERFORMED AS SHOWN IN THE OREGON STATE HIGHWAY DIVISION HANDBOOK, II SIGNING AND FLAGGING STANDARDS FOR SHORT-TERM WORK ZONES ", CURRENT EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN AT THE PRE-CONSTRUCTION CONFERENCE FOR CITY REVIEW AND APPROVAL. G. ALL SANITARY AND STORM SEWER CONNECTIONS TO EXISTING CITY OWNED FACILITIES (PIPE, CATCH BASINS, MANHOLES, ETC.) SHALL BE INSPECTED BY THE CONTRACTOR AND THE CITY'S PUBLIC WORKS MAINTENANCE DEPARTMENT ( Section 1/- DRAFTING STANDARDS 9 - 4 EDSP 2002 ) PRIOR TO HOOKING UP TO THEM. CONTACT MIKE RISLEY (726-3615) OR DENNY WRIGHT (736-1010) NO LESS THAN 48 HOURS PRIOR TO DESIRED INSPECTION TIME. H. BEFORE BACK-FILLING THE END OF A MAINLINE PIPE NOT ENDING AT A MANHOLE OR A CLEAN OUT, THE CONTRACTOR SHALL PERFORM THE TV INSPECTION AS REQUIRED BY THE STANDARD SPECIFICATIONS AND ALLOW THE CONSULTING ENGINEER TO DETERMINE THE EXACT LOCATION AND ELEVATION OF THE END OF THE PIPE. r. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION, CONDITION, AND POSITIVE FLOW BEFORE LAYING ANY NEW PIPE ON THAT SYSTEM. J. THE SEWER GRADE SHALL BE PER THE PLANS SPECIFICATIONS AND WITH THE MINIMUM COVER AS SHOWN ON THE PLANS. K. THE CONTRACTOR SHALL INTERNALLY TELEVISION INSPECT THE SEWER AFTER ALL BACKFILL AND BEFORE THE FINAL LIFT OF ASPnAL T PAVING. THE CONTRACTOR SHALL SUPPLY THE CITY WITH A WRITTEN T.V. REPORT AND VIDEO TAPE FOR CITY APPROVAL AT LEAST 2 WORKING DAYS BEFORE THE PRE-PAVING MEETING. L. CONTRACTOR TO SCHEDULE A PRE-PAVING CONFERENCE 24 HOURS PRIOR TO PAVING. CONTACT DENNY WRIGHT(736-1010). M. ALL JOINTS BETWEEN EXISTING and NEW ASPHALT PAVING SHALL BE SEALED WITH POLYMERIZED ASPHALT AND SANDED TO PREVENT PICK UP. N. COMPACTION REQUIREMENTS: LAYER RATE TEST SUBGRADE 95% T99 CRUSHED ROCK 95% T180 ASPHALT (LOCAL) 90% RICE ASPHALT (COLLECTOR/ARTERIAL) 92% RICE O. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS (PSI): CONCRETE USE FIELD LABORATORY SIDEWALK/ADA RAMPS 3000 3450 CURBS/GUTTERS 3500 4025 DRIVEWAYS 3500 4025 PAVEMENT 4000 4600 P. THIS PROJECT SHALL COMPLY WITH THE AMERICAN DISABILITIES ACT REQUIREMENTS SUCH AS INCORPORATION OF DESIGN CRITERIA FOR HANDICAP RAMPS, MAXIMUM PROFILE AND CROSS SECTION SLOPES fOR SIDEWALKS, UPGRADING EXISTING HANDICAP FACiliTIES WHERE MAJOR CONSTRUCTION IS OCCURRING, AND BUILDING WARNING FOR OBJECTS IN SIDEWALK SUCH AS CURBING OR LANDSCAPING AROUND MAILBOXES. Q. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER AGENCIES WITH JURISDICTIONS SUCH AS LANE COUNTY, OREGON DEPARTMENT OF TRANSPORTATION, OREGON DIVISION OF STATE LANDS, THE ARMY CORPS OF ENGINEERS, OR THE DEPARTMENT OF ENVIRONMENTAL QUALITY. R. ALL IMPROVEMENTS THAT WILL BE PRIVATELY OWNED AND MAINTAINED WILL BE BOUND BY THE CURRENT REQUIREMENTS OF THE STATE OF OREGON STRUCTURAL SPECIALTY CODE, PLUMBING SPECIALTY CODE, AND/OR CITY OF SPRINGFIELD BUILDING DIVISION REQUIREMENTS. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER CITY DEPARTMENTS PRIOR TO DOING PRIVATE WORK, S. EARTHWORK OUTSIDE THE RIGHT OF WAY AND PUBLIC EASEMENTS IN EXCESS OF 50 CUBIC YARDS REQUIRES A LAND AND DRAINAGE ALTERATION PERMIT (LDAP). T. STREET TREES SHALL BE SELECTED FROM THE APPROVED LIST OF STREET TREES IN THE SPRINGFIELD DEVELOPMENT CODE, ONLY STREET TREES WITH A MINIMUM TRUNK CALIPER OF 2 INCHES MEASURED 6 INCHES ABOVE THE ROOT STEM SHALL BE SELECTED FOR PLANTING. U. A PRE-CONSTRUCTION CONFERENCE IS REQUfRED BEFORE START OF CONSTRUCTION. ALL UTILITIES, CONTRACTORS and CITY REPRESENTATIVES SHALL HAVE RECEIVED THE FINAL APPROVED PLANS AT LEAST 5 WORKING DAYS PRIOR TO THE PRE CONSTRUCTION CONFERENCE. V. THE ENGINEER AND/OR CITY HAVE THE RIGHT TO REQUIRE ADDITIONAL WORK NOT SHOVVN HEREIN BUT NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE PROJECT. W. REQUESTS BY THE CONTRACTOR FOR CHANGES SHALL BE APPROVED BY THE ENGINEER AND THE CITY PRIOR TO IMPLEMENTATION, X. CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE IN ACCORDANCE WITH THE STANDARD SPECIFICATION TO THE CITY FOR APPROVAL PRIOR TO BEGINNING WORK. Y. CONTRACTOR SHALL BE AWARE THAT IF PAVING IS NOT SCHEDULED OR DOES NOT OCCUR PRIOR TO OCTOBER 15TH, THAT WET WEATHER PROVISIONS INCLUDING ADDITIONAL ROCK SUBSTRUCTURE AND GEOTEXTILE FABRIC SHALL BE USED. REFER TO STANDARD SPECIFICATION SECTION 301.1.01 AND THE TYPICAL CROSS SECTIONS CONTAINED HEREIN FOR DETAILS. ,,=' WEBER ELLIOTT ENGINEERS, P .C. Civi I Engineering · Municipal Engineering. Land P.o. Box 10145 Eugene, OR 97440 Phone: 541 -461 -9779 DATE c: o (I) c: v m o ..q- I II) o SH EET -; NUMBER .~8 0'-.... 1 o.g ~~ 0..0 v' . E2 o 0 c-o Va G:o.. CENTENNIAL BLVD. SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SHEET 4 COVER SHEET DOVE ESTATES EXISTING CONDITIONS PAVING AND. UTILITiES ENGINEERING DETAILS w z <( ....J Z o (/) 0::: W o z <( I(tLL OGO t?Ofi'lD SITE OWNER/APPLICANT: BENSON DEVELOPMENT CO LLC ADDRESS: 940 HWY 99N EUGENE OR 97402 NOTES: ATTENTION: Oregon low requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules ore set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by colling the center. (Note: the telephone number for the Oregon Utility Notification Center is (503)232-1987. 1. EXISTING HOUSE TO BE MOVED TO NEW LOT. ALL OTHER EXISTING STRUCTURES WILL BE REMOVED. NO NEW BUILDINGS ARE PROPOSED AT THIS TIME. SPRINGFIELD VICINITY MAP NOT TO SCALE 2. SOIL TYPE: 76-MALABON-URBAN LAND COMPLEX. WATER TABLE 6 FEET OR MORE DEEP. PER SOIL SURVEY OF LANE COUNTY AREA, OREGON. 3. ACCORDING TO THE FEMA FLOOD INSURANC~ RATE MAP, MAP PANEL #41039Cl141f, THE SITE IS IN ZONE X AND IS OUTSIDE THE 500 YEAR FLOOD PLAIN. ! 1 CALL BEFORE YOU DIG! t I 1-800-322-2344 I TWO WORK DAYS IN ADVANCE OF EXCAVATION 4. DRINKING WATER PROTECTION OVERLAY DISTRICTS: SITE IS LOCATED BEYOND THE 99 YEAR ZONE OF INFLUENCE FOR ANY WELLHEADS. THERE ARE NO RESTRICTIONS fOR DEVELOPMENT. , 30 0 30 SCALE 1" = 30t I 60 LOT DRAINAGE: ALL LOTS DRAIN TO STREET. NEW PAVEMENT DRAINS TO NEW CATCHBASINS IN ANDERSQ\J LANE AND DOVE LANE. ~ iTf G) ;0 ~ C r :z Z ITI 1Tl ~ .l ~ TREES: ALL TREES THAT INTERFERE WITH PUBLIC RIGHTS-Of-WAY OR PUBLIC AND PRIVATE EASEMENT USE ARE TO BE REMOVED. I / " . .,'r .?} .,.....:"'.....- ..,u.~':'" ~ .p.,.:"r"'", @ 4558 SF o' .,N of"~ co .. .- cO <0 (!) 4520 SF b cO en @ 5553 SF @ 6430 SF - - - -69:"0'" - - - - - 2Cla:- .., " " I ..' I ./ a, \ &rl I ,.. ''''39.0' ~I .-, 24.0' I ~ ~--___..J ~. / ,.- I I ~I ~I I ~, t ; ~ '\} \ \~ \ \ 1 1. 1 ........ ........ 65.6' \'; 1. SOIL TYPE: 76 MALABON URBAN LAND COMPLEX: depth 011 - 12" permeability: 0.6 - 2.0 inches/hr. available water capacity: 0.18 - 0.20 incheS/inch 168.0, <, " \\ ....\ 1 { \ \ 48.3' L-I_________ \t I " ,1ft$', , \ I ~ 1 ; 4500 SF I .. 45~ s~/ jIg ~~~~;OH~~~E1riO BE I ~ 1\ f I/,~_/ ) \ 'tt, Ii' /~ 1 . ", .-i.... '" - -- ~ -6-7{3-;- - - ~ -- 'r .-. --- - ....... ~.':""'" -----~. ~ "'<-., .~ i! 48 3' "',," .t". ~ ..~' . . ."l'~~ { ,1,;/" .. .41~...........,._J'..,"".....,"'^"'"~...>'.~w~ " ~ ~"'1 "'-, ~ ~ I ; DOVII ~<..i / \. . )<.,..,-;~",:..~~ .~..;''-..,' 67.3' , I I ~cn 1<& lco I I I @ 5113 SF \'0 \d 1r depth 12" - 42" permeability: 0.2 - 0.6 inches/hr. available water capacity: 0.18 - 0.20 inches/inch 85.7' depth 42n - 60n permeability: 0.6 - 2.0 inches/hr. available water capacity: 0.18 - 0.20 incheS/inch WATER TABLE IS SIX FEET OR MORE DEEP. (SOIL SURVEY OF LANE COUNTY AREA, OREGON) \.ADA r mp .'''--'4", ~<.... ". """;', 1\:." \. \ '\, \ '.'\\",-.~.\..1 ~ ro co 60~ SF 65.7' 75.0' - ...... ..... --. -.. ....... - ...... - ..... ...... 71.8' ~'<\ .\ 11'\ ...,,>..,',..,.,.,....,_.~. '1 \.!J 0":'- --- U') \ 5625"SF"""." ...... .."'....>#>'.6'" ,tt(!'.."'''' "..#....J",.....:l~.."'~..V,f,-. d;. .~<t,....I!t"o..'~..... ................"'''.4. I'"'........."I"-..~..'..:..."I"' _).. "v~ ...-V"....,~ I,~" ~ -'" "'. 5ffi SF ...... ..,."."'--,,,....,.,...-.,- 6~SF @ 5625 SF Co oi U) > ... ..;:.." Co . oi Cl) b ~ 75.7' 75.0' 75.6' 104.3' :! :' i ;, \ REVISION DATE JANUARY 2007 DESIGNED BY GARY REED DRAWN BY GARY REED CHECKED BY DOUG WEBER WEBER ELLIOTT PROJECT NO. 05-40 BY CITY ,PROJECT NO. SPRINGFIELD APPROVED FOR CONSTRUCTION STAMP 4 DOVE ESTATES COVER OF {J) == -0 (t: W > o () ~ o CURB INLET EL=434.62 FL OUT WL Y EL=430.10 FL IN E EL=430.10 FL IN S EL=430.1Q @ LEGEND T.L 6600 @ EXISTING POWER POLE ~ EXISTlNG EDGE OF PAVEMENT ~C>".-() EXISTlNG LUMINARE ""It" X EXISTING FENCE C EXISTING CURB INLET I STORM WATER SHEET FLOW DIRECTIO ~ EXISTING 3 PORT FIRE HYDRANT 9 EXISTING WATER VALVE CURB INLET EL=434.62 FL OUT WLY EL=430.67 FL IN E El=430.22 FL IN S EL==430.67 SUMP EL=424.42 ~ m ~ CI) r Z I'tl I CURB INLET El=434.97 N FL OUT N El=430.77 :: FL IN S El=430.26 SUMP EL=429.02. CENTENNI AL BLVD R/W=80' Catch, Basin / \ ) j~.' 't _..r..".<~-..,...~..", ...........".._.'-'~..-...h..."V..,..,.. ~.....^.,,~ ,,' 1 ~ 18" MAPlE I!{f, t?f, 18" iMAPlE .-...............>.,.,.,........'-- '., 1.;...,/. i/ / J " r..'..'''",...,......,''t /' .~ ,..."..,._,.....~~_ .~.~ .... @ T.L. 6000 7<,. " <("'~'t..,..~ <$ 10" MAPLE :OJ... "l\;", -'. 'leiI'. 1 ""-"~~ ~. '. '.. ~ ""..,\-.....'>......1 ~ / _\1':'\ .,..:.~ . 16" FRUIJr"" ;I' to. l' "t:fl ;/3611 OAK w z <( ..J Z o ~..... Cl)ffi:::i 0:::0:::<( w=>?; COw ~:I:9 r-(/) l..L.~o o Z wo<( g~ .. U>9ffi t;~1= ~2!5~ , '. \. ~ 36" O,\K .. \ ; \ \, \.. \\ 6" FRUIT 6" CEDAR: // 30" FIR ~,38u OAK C$ ~ 24" CEDAR'tii ..."...,~..~.. .., 16n CEDAR "'" c$ 30" MAPLE ~ ~ 36" MAPLE c$~ 12" MAPLE 12" MAPLE 1611 OAK ...,. ''t. "',~. ~'-'> ~ ....." "t}1 ~i.'\\.3611 OAK '. '. t. l'\ ., \ " ~ 36" OAK ""\. '\ 1 t$ f j ~ 36" OAK 'tY48" SPRUCE 'j I ~ 1811 CEDAR ~ \ \ , " " ~t 16" FIR \ r0 an FRUIT i: 24" FIR ~ \ . 36" OAK '\ q -0 OJ "N \'\;,., @ T.L. 6100 12" MAPLE 28" OAK ~ ~ 611 CEDAR 6" CEDAR ~ 12" CEDAR EXISTlNG HOUSE 36" OAK<$ w z <(~ -10 <<> z II 03: U>.......... ffio:: o z <( '/".'.V l "'" ~ ~, i/"'~ ! ~~ l ./ ! ' . ~ \ \ t ~. \ ~/p \ . Ah.K~~~~ .....",/ . ,;/" ',._~...-.....".."..,-- \ / \..,::::.:::>"-'"., '1.~'\'~~/""""",~,,,",J:'" '. ~ '\. 36" OAK '. ..~ '" \. '\ ,,. " \ \ :>'~"'" \ ..\,.\',....,.J .~ '\ '\~ ~'{r \. .\ \ "'\ .....~,. -.o4h ..~,;..... ,...,.",.,.........- ~""'''-", - ~',.......,~. / // @ .,/ T.L 6300 1 ~~>'6AK '.. '. """""\ {;'j."ri~'" -"'t. }'\. 30" OAK ( I 24" OAK i \ <$301) OAK \ } ..,"'4~_..",.../ 36" OAK ~ ""'1 ~ J, 't:P.../ '\. 18" 'Ml::.LOW; ../1'- ~ ",,/('" / ~tl~~~t<-"i$ , " ., \\"1...\. INV EL=431. '\-').-. '\....., t..o\-.. \ '\ ~ 36" OAK EXISTING DRIVEWA Y PAVE WIDTH = :1:34' ~ ~ 141) APPLE 6" APPLE 12" MAPLE ence 10" MAPLE 4" MAPLE 2u MAPLE ~ 8" HOLLY . . ".,....>.,N'.m.'.~.'. .,...., .'-.' ",.........".... ..,..."...."..h ""~~....., ""___..<<.. ~'_ .~,..,."........ ~ . r ", .,...........,....... '. ./ .'w"r....-.,..$~,........ .\t/.....::."'r EXISTING GARAGE ~ 14" APPLE ~ 8" APPLE "'....., " ~" ..~.r ,.... t\."..vl \I$....~..~..,.."..~_._"..."'''. ~ //,. /,"/'" l,>.r ~ rr1 ;0 r Z JTl ()() ;z Q c$ ~ ~ c$ o ~ 6"-12"" HOLLY TREES 6t. -12" HOLLY TREES (7163 SF TOTAL) 6"-12" HOllY TREES ~ <$ ..,......;'5.. ....,t.... J .,..;/'i\" >' r /' ~ ~ <$ ~ ~ t$ ~ c$ ~ 48" MAPLE T.L. 100 :// i' \ NOTES 434 434 1) NO EXISTING EASEMENTS ON PROPERTY. ALL EASEMENTS SHOWN ARE PROPOSED. 2) ZONING AND METRO PLAN DESIGNATION:. LOR FOR PROPERTIES EAST OF ANDERSON LANE, MDR FOR PROPERTIES WEST OF ANDERSON LANE. 3) SITE IS NOT WITHIN THE FLOODWAY. 4) SOLAR ACCESS STANDARDS 35.010(3)(d)1. ADJUSTMENT TO THE DESIGN STANDARD DUE TO DENSITY. IF THE DESIGN STANDARD IN SECTION 35.010(3) IS APPLIED, THE RESUL TlNG DENSITY WOULD BE LESS THAN THAT ALlOVvED BY THIS CODE. 5) BENCHMARK USED: BRASS CAP NW COR. 1ST CUL-DE-SAC S. OF KELLOGG ON ANDERSON LANE) EL= 432,37. 6) NO PROPOSED CUT IFILL SLOPES. 7) NO PROPOSED STREET LIGHTS. STORM MH RIM=433.61 FL IN S 429,06 @ FL OUT W 429.01 WASTEWATER MH RIM=433.53 ~ FL IN N 427.18 FL IN W 427.18 FL OUT S 427.08 DATE JANUARY 2007 DESIGNED BY GARY REED DRAWN BY GARY REED CHECKED BY DOUG WEBER WEBER ELLIOTT PROJECT NO. 05-40 . BY CITY PROJECT NO. SPRINGFIELD WEBER ELLIOTT ENGINEERS, P.C. ,,-=' Civil Engineering. Municipal Engineering. Land P.o. Box 10145 Eugene, OR 97440 Phone: 541 -461 -9779 NO. DATE REVISION DOVE ESTATES TENTATIVE SUBDIVISION EXISTING CONDITIONS TAX MAP 17-03-33-11, TAX LOT 101 CITY OF SPRINGFIELD, LANE COUNTY, OREGON NOVEMBER, 2005 OWNER VERN BENSON 940 HWY 99 NORTH EUGENE. OR 97402 CENTENNIAL BLVD. ~ ," {;~ / ~ , o SITE VICINITY MAP NOT TO SCALE w z <( ...J Z o (j) ~ w o z <( /(E'(I... GGG f?O~D o " .,.. 1 ~ o ,t .,.. ~ :& ~ e-; I 30 o 30 SCALE 1 n :::: 30' I 60 REGISTERED PROFESSIONAL LAND SURVEYOR Pacific Surveying, Inc. 6~ OREGON JULY 21, 1992 DA VIDJ. COLLIER 2552 RENEWAL 12-31-07 75506 Blue Mountain School Rd Tel. (541)767.0790 Cottage Grove, Oregon 97424 Fax (541)767.3087 DOVE ESTATES SHEET NUMBER 2 OF EXISTING CONDITION~ateReceived: ;J..h.3boo< Planner: Al' I / 5v 0>d-bU(P .~ 4 APPROVED FOR CONSTRUCTION STAMP Q) ;: -0 o Z o o (!) f- X W C"\l o c o Ul c Q) ro o ..q- I I.{) o /"" en +' 0....... .~a 0' '-a Q.tI') /........... 0.:0 moo E.e 00 c'U .2!o G:ii: SOIL TYPE: 76 MALABON URBAN LAND COMPLEX: depth on - 12" permeability: 0.6 - 2.0 inches/hr. available water capacity: 0.18 - 0.20 inches/inch depth 12" - 42" permeability: 0.2 - 0.6 inches/hr. available water capacity: 0.18 - 0.20 inches/inch depth 42" - 60" permeability: 0.6 - 2.0 inches/hr. available water capacity: 0.18 - 0.20 inches/inch WATER TABLE IS SIX FEET OR MORE DEEP. (SOIL SURVEY OF LANE COUNTY AREA, OREGON) RATIONAL METHOD CALCULATION OF RUNOFF INTO THE 2411 RCP COUNTY STORM SEWER 225 FEET SOUTH ON ANDERSON LANE: EXISTING CURB INLET 434.62 FL out W 430,67 FL in E 430.22 FL in S 430.67 SUMP 424.42 ~ iii C) ;0 &; r- r- Z Z /T1 /T1 0') I EXISTING CURB INLET 434.97 ... FL au tN 430.77 ~ SUMP 429.02 DRINKING WATER PROTECTION OVERLAY DISTRICTS: SITE IS LOCATED BEYOND THE 99 YEAR ZONE OF INFLUENCE FOR ANY WELLHEADS. THERE ARE NO RESTRICTIONS FOR DEVELOPMENT. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, MAP PANEL #41039C1141F, THE SITE IS IN ZONE X AND IS OUTSIDE THE 500 YEAR FLOOD PLAIN. ~ q @ 5553 SF @ 6430 SF TWO YEAR STORM EVENT RUNOFF COEFFICIENT(C) FOR 5UBDIVISION=O.50 INTENSITY (I) AT 10 MIN IS 1.5 IN/HR SUBDIVISION AREA = 91,413 SQ FTOR 2.1 ACRES Q=CIA = 0.50 X 1.5 X 2.1 =1.57 cfs TOTAL FLOW FROM NEW LOTS = 1.57 cfs I 30 o 30 SCALE 1" = 30' I 60 or- cO co @ 4558 SF .. ..- cd U) @ 4558 SF ... ..- cd co (j) 4520 Sf 'b N co b ex) 0') CONSTRUCT STORM C TCH 8A IN FL out S 430.9 CONSTRUCT 33' OF 10>>R P STORM DRAIN 00.5% CONNECT TO EXISTING 8" WA TER LINE CONSTRUCT STORM MH FL out S 430.18 FL in E 430.2 CONSTRUCT SAN MH FL out S 427.2 FL in E 427.2 CONSTRUCT 46' OF 12"R STORM DRAIN 00.4% CONSTRUCT STORM MH FL out S 430.0 FL in NE 430.1 CONSTRUCT 30' OF 10"RCP STORM DRAIN 00.5% CONSTRUCT STORM CATCH BASIN FL out N 430.9 o.pprox offset 13.5' 68.0' r I I I I I I ~ONSTRUCT 5' I ~cn ~ IDEWALK @ I Iu; I ICD U) I 4500 SF I I I I , 7.~ I I 1f~ '-__ . I 65.6' 67.3' r ----69:0'----- I I 1'0 I~ I I 48...3' .... L _ _ _ _ _ .J.iIaEAN-9YI FL 428.81 - - - -69:'00;- - - - -- 20:0'-, I I 39.0' 9 4500 SF I , ~I ~I f ~I (7) 5~SF 'b d ...... 45~ SF <>> cO CD FL out W 431.03 85.7' b c-; ;q. 6~SF f.o m l.t') z <:( ~ 0:: W r- <:( 3: ~ C/) <:( 3: !lJ RGW I.. I DOUBL~ STACKED I 6" WYES 6" WASTE- I WA TEiR PIPE I I I I I I ..I I I I I 4" SERVICE LINE : CLEA lOUT 7' PUE 67.3' / CONSTRUCT STORM CATCH BASI FL out S 431.84 CONSTRUCT 16' OF 10uRCP STORM DRAIN 00.5% ---...------ CONSTRUC 11' OF 1 O"RCP STORM DR IN 00.5% , , ~ CONSTRUCT STORM CATCH BASIN FL out N 4 1.84 PROPOSED SAN MH FL out W~28.33 FL in N ~_ 428.33 @ ~I 6032 Sf ;:.. &Xi U) 71.8' CD 5625 SF 'b ui ...... @ 5625 SF ,'0 ui '" @) 5640 Sf 10 0) to If. CONSTRUCT 223' OF 12"RCP STORM DRAIN 00.4% 75.7' 75.0' 75.6' 104.3' ~ tq ~ ~ ~ ~ ~ ~ ! EXTG SAN MH RIM 433,53 8 FL in N 427.18 FL in W 427.18 f FL out S 427.08 4" SERVICE LINE (PRIVA TE) TYPICAL WASTE WATER SERVICE DETAiL DETAIL Q) I ,. I I I I I I I NOT TO SCALE I I I PROPOSED NEW INLET FL inN 429.1 en E: 'U en w i= :J I- :J t'l') o EXTG 5T MH RIM 433.61 FL in 5 429.06 27" FL out W 429.01 . 021:3ptJr.J7 Date ~ecelved: , Planner: AL c o U) c Q.) OJ o ~ I l.() o SHEET ~ NUMBER .~8 0"-.... 3 J.~ 0.:0 V" E2 00 c'U ~o Co.. OF WEBER ELLIOTT ENGINEERS, P .C. '. ~ ~~ !!!If Civil .' ., iiiiI Engineering · Municipal Engineering. Land P.O. Box 10145 Eugene, OR 97440 Phone: 541 -461-9779 PAVING, SANITARY SEWER, and STORM SEWER STREET from STA 1+00 to STA 4+00 4 NO. DATE REVISION DATE JANUARY 2007 DESIGNED BY GARY REED DRAWN BY GARY REED CHECKED BY DOUG WEBER WEBER ELLIOTI PROJECT NO. 05-40 BY CITY PROJECT NO. SPRINGFIELD DOVE ESTATES APPROVED FOR CONSTRUCTION STAMP CLEANOUT COVERS: CLEAN OUT UDS TO READ "SEWER" OR "STORM". AS APPLICABLE. 1. NON-TRAFFIC AREAS: 4" CO, DFW PLASTICS MODEL 0-109 OR EQUAL (6-1/2 MIN. CLEAR OPENING). 6" CO, DFW PLASTICS MODEL 0-1100 OR EQUAL (10" MIN. CLEAR OPENING). 2. TRAFFIC AREAS, INCLUDING DRIVEWAYS: an X 4" CAST IRON FRAME & COVER, OLYMPIC M1007 OR EQUAL. CLEANOUT BOX & COVER, D U SEE ABOVE \ 6" TYP 0;;. 8' TYPICAt .E. ikL ~ ~ \ ~.illL j 1131 ~ II II 15lTE3rE3 31 ., '.. 11:::111:: ,... -,.~ ~IE ~ PROTECT LAWNS & GARDENS J. I 'I A TALL 11 MES. 1/ PLACE EXCAVATED MATERIALS ~l '{ 0 l ON PLYWOOD ADAPTOR (SOCKET x THREAD) o 0 o o o THREADED PLuA WJTH SQUARE ~UT o o o 0 o I I 0 o 0 o I 22 1/2. BEND~\ o 0 00 o PLAIN END PIPE'~ 0 a" MIN. LENGTH . 0 ~ o o o o o 0 o o o o o o o o 8TAtDAFD 8EfIVICE f-A18W. Cl..EANC)UT I (NTS) o o o o COMP ACTED GRANULAR MATERIAL 22 1/2- STREET BEND o o o 00 o o 00 o o o 0 o 0 o 0 o 000 o 0 0 o 0 0 0 o .- 0 0 I I I /BUILDING SEWER rr=2 ~LOW 'FERNCO COUPLING OR EQUAL DETAILO NOT TO SCALE 4" OR 6" SERVICE PIPE 3034 P. V.C., S.D.R. 35 o o o o 0 o o o o 00 o 0 o 0 _ 0 ~ p -....- \~ -- 00000000000000000000000000000 00 0 0 0 000 o 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00000000000 00 0000 00000000 NOTES: ~/2:' WYE · 1. CLEANOUT RISER SHALL BE SAME SIZE . ROW 7' EASEMENT 40' 28' ROW 7' EASEMENT i I I 14' "-'~h 2% ...............-..."....".....,,,..............""... "'-- 2%.......---: -~" ',-.~.. " 0 I f LT::::::.-:;;:.::::~:;:~::;:::~;z.:.::': --...;."... .- .I ~.......~,.~,...., '0000000"0"'0 0 :.o~~ :,' A....1 ogogogogogogogog~~~ ~_.,,, ....._ ~Q~O~o~ogog~g~gogogo ~ CURB & GUTTERSU~~'~~~~~RD ~ - - ':.~I ~6" STD SOIL SECTION CURB & 4" LEVEL 2 HMAC IN TWO LIFTS GUTTER On 12" of Crushed Rock - ~/ 2" X 2" X 1/21S MILO STEEL ANGLE '- Nil R[VISION DAlE BY APPR, 4: 1 (TYPICAL) TYPICAL PAVING SECTION DOVE EST A TES NOT TO SCALE DETAIL NOT TO SCALE NOTE: CROWN OF DRIVEWAY TO MATCH EXIS1lNG GRADE OF ANDERSON LANE SUBSTANDARD ("WET WEATHER") ,SOilS SECTION. MUST BE USED OCTOBER 15 - MAY 1. IF SOILS TESTING SHOWS THAT THIS SOIL TYPE WILL NOT ACHIEVE 95% OF PROCTOR, OVER EXCAVATE at), LAY GEO- TEXTILE F ABRle, AND PLACE a" OF CRUSHED ROCK OR BAR-RUN. WEBER ELLIOTT ENGINEERS, P .C. "y Civil o II 34" ~I l 16 3/4" J >2" x 1/2- MILO STEEL eAR j 35 1/4" I ~ - "t 0000000000000 -:t.- 0000000000000 ~ "BICYCLE PROOFII GRATE FRAME ~ APPROVED BY ENGINEER. .~..../. FABRICATED STEEL FRAME /" GRATE FRAME AND GRATE ~. . . . . . . . . . . . . . L J n _r D ~ ~ tD -< S2 :; - L _ ~ DlA. VARIE - '-...: r- - !::::~ :::~ II Q.. CO::f! - ::l (I) , 6- ~~ ~. . 31" 43" .~ 16- .16-1 3811 !:r AREA DRAIN CATCH BASIN ~ ~ GRATE FRAME AND GRATE - .J .. . . . . . . . . . . . . .r - [ - - INLET ~ ~ N 7 ~ -~ OUTlET ~ - - r--- .:t II a.. co :::IE -~ o , 6- ~- 16~ .1 6-1 38" !:r 3111 43" .14 ~. STREET DRAIN CATCH BASIN CITY OF SPRINGFIELD DEPT. OF PUBIJC WORKS STANDARD DRAWING 225 FIFTH STREET SPRINGFIELD. OR. 97477 CATCH BASIN 4-11 DRIVEWAY AND ALLEY APRONS DRIVEWAY/ALLEY ADJUSTMENT \ I DRIVEWAY OR ALLEY -\ rCONTRACTION JOINT ~ ISOLATION JOINTS \ ff::. - ~ ifcr-S~~rLlf.c\~f=. r~ - / ~~~\ ~\\\\\,"~ ' " \' ~~~~\\\\~'~~ ~'\~ ~\~\~ ~~~ ~ ,,~ ~ ~\\\. ~\~ ~\, ~~~~~ \ ~\',:\, ~'" ~ . -" ~ ~~ 6~ ~~ ' ~ \ \'V~ 5' .,' \\~\~ ~\~, m' _ ~~ \ \,~~~\.\,~"~\\~,~ ;::\1 " ~ \~\\,~ -l \ I \ I . . SLOPE: 50:1 (2%) I ft -rtJ I f( e.~ 12:1 (8%) W WI ~~ 00:: wo.. ::J~ o ~j UNPAVED AREA . .. THROUGH STREET TYPE E . b.- THROUGH STREET TYPE F STANDARD RAMPS WHEN TRAFFIC DEPT, SAYS NO CROSS WALK CITY OF SPRINGFIELD STANDARD DRAWING .- I L I -- SIDEWALK ACCESS RAMPS DET ~thCALE 0 BROOM PATTERN ---- ... ... ~/~" U~/ ~ / \\ '$ \.\\\\. . \\ v / I.' t:,~\\~ &. <:3~\\'i.\\ ,. \ ~\)R~ \:.,\)\ L~~S\\-\ '2-~' \' CURBSIDE - SIDEWALK \ "$ \.\\~. _\ \ \ I I ~ APRON FOR. 5' WALKS CITY OF SPRINGFIELD STD DWG 3-21 NOTES: 1) MINIMUM DRIVEWAY CURB CUT WIDTH IS 12 FEET, MAXIMUM WIDTH IS 24 FEET RESIDENTIAL AREAS, 35 FEET COMMERCIAL AREAS. 2) ALL CONCRETE SHALL BE 6" INCH MINIMUM THICKNESS OF SIX SACK MIX 3,000. psi. FIELD STRENGTH WITH 2" min. COMPACTED 3/4"-0 CRUSHED ROCK UNDER ALLCONCREfE. 3) ADD CONSTRUCTION JOINT IN CENTER OF APRON AND CURB & GUTTER WHEN APRON WIDTH EXCEEDS 20 FT. - 4) ALL SLOPES ARE RELATIVE TO HORIZONTAL. 5) IF THE APRON WILL ALSO SERVE AS A SIDEWALK ACCESS RAMP IN PLACE OF A STANDARD RAMP1 THE APRON SLOPE FROM THE GUTTER TO THE SIDEWALK SHALL BE 12:1 OR LESS AND NO LIP. DET AI L o NO. REVISION DATE BY INLAND FOUNDRY CO. INC. OR EQUAL RING..........NO. 802 COVER.......NO. 802-2 ~~~~~ I I \ ~~=~Rrm-y~~~:,.. . ~ PAVED STREETS - 0.331 ,. / ~ .....~.... . , ~~I\ I~ . ,K ~ . '~" ... V \\;;~t~ , ,fit \~ ._ .4 f} t f :."1..~. );:;:: ' '~2:'::. . 'f. 25- 't ",'.,' ....~. ..:;~::;' ~ L>>. :Qt \~:~: . ,. . t J ~ ~.:l ,.(:... . ' ,to': '.':: ;" i.~:;;: , Ii t., ,Ill ...... ; i 1:: .::f'.f. ~{'~.~ 2- ~~ l~, ~ ':'1-. . ~: ~. 'r r~~j 42- ~~.;:~~:.:.~,~. :,f":~ . ~~ ~~ :: .;d>-......-:::: ~ ~ :'; ...; V4 .-......., I;:"~ 4.~ ~~ .."'. -:::~ ...:~;.~\ 'f"./~ .." .. :4- :; .~ ';;: ~_~., t... ~~';. ~.~: '4' ...' " "> ;.. ,r.~:,l.~i :.:'.f;: WORTAR !l. t.. CWRAHCE AIl0VE l'.r I.i' &.'.::.~I /" PIPE 0.1' ~:r;~ 3.~ ~~~l..l/ ~r ....!...:~~lt~ NOTE: . r \. ~: \i::- ,.-;:....~ ~':. '. .'. -. AU. PIPE coroo:cnoHS ~~f " / :'1t :. 4 .' ~" ..." s- TO WAHHOLES SHAll ~,1l~ \ '. ." . .. 4., · BE CONCRETE, / ~i:,.1" " ". '.... '.. ,,' ., J ;,.: , /, ,~~:.<< CONCRrn:2''''''!'' .... ..:":,, : ~~ ~'.'~ .,:~,:...;y/\.~/'Y}~~ PLUG . . '. 4 .." .'.,' .1' '. . .~~ .AfJ . ... . · "/,<,,/,1(<<<';"/ /(<<,,<<v . )~. :.....! .:: '~<t.. ~'.i 't1: ". . ,~~.: .8- ....,}"),,,),,,~~~,,~,' . '. .. ..' " . . ..& ,4. '* . . v~V ~V/~/ ~ I V ,." .,. PIPE '- ,. :~.:: :~. ~ .; ~.. . ': . -:. :: .':' .: .:-'-': f~.: .,' :-,.~"<<\' ,- <<~: .. ..~.:."::~ "':" i'~ '. · ~. ~ . ....11 ..'oj. ?/;~V y>>~~~"f~~~~'&~' ~,,'l<<;;<<I~ //0 v / A'/ /.. . / :/ ,'- 9" / / ',,, / ' /, ,<<..,::<<,,,,. w WJ: 0::0 ti)< o oCt: wo.. ...Jo.. ...J<:: o ~l () ... I I I All CONSTRUCTION JOINTS S!W.1. BE 1I0RTAREO VARIA lE Ml llM'SlCH 1lo\1'E JY APPl!. CITY OF SPRINGFIELD DEPT. OF Pt1BUC WORKS ""<v~'t-~~dt~:~S& !;? 13527 V Engineering · Municipal Engineering. Land. Planning ~ ~~ ~'j1I, \~\ P.o. Box 1 0145 ~ ~l~ ., a & OREGON \q~ !ij Eugene, OR 97440 v'~l4n: '*'~ P h 0 n e : 5 4 1 - 46 1 - 9 779 EXPIRES 30JUN2008 2M nns 8l'BUf SPBlNOFIEU>. OR. 87477 STANDARD MANHOLE DATE. JANUARY 2007 DESIGNED BY GARY REED DRAWN BY GARY REED CHECKED BY DOUG WEBER WEBER ELLIOTT PROJECT NO. 05-40 CITY PROJECT NO. SPRINGFIELD srANDARD DBAlfmO 4-1 . 3-15 (APPROVED FOR CONSTRUCTION STAMP) 611 1" I~ N ;-.. , CURBS: 35001 FIELD STRENGTH 6.3 SACK MIX R co I. 24- .1 SECTION STANDARD CONCRETE CURB AND GUTTER SEE STD. DWG. NO. 3-8 3/4" CONTRAtnoN JOINT ~SCORE JOINT) . ."',~ . ': : " ;~I~,. : :'.,~.... '''l . "'". .:. . .. ~..~. ')I~I~ ~ ~\l '... .1 ~,I"I'-:-:. 'n., .c . t ,'. '. .::';.>: /,', ,... . Jj , .. 1",..;..-.; . . .~ . ,:o',~I. 'I ',. .. '. ... ':'(I,.;'~~''';..'~I;~~.:.~.~:'::'':' ..... .:'~: :":;:;'~:':~,,~: "~."~~.:,.\!..~ .:" . . -."~"~'.' ':"'\';~':~~.~;,:.: :~~,~..:::,~.~:::~:~~ WEEP HOLES SHALl BE PLACED AT 751 '" -" '. ';::':.:-11::,,;:' . :' , . .... .. ~':I1"'~:.;.::: . . ON CENTER UNLESS SPECIFIED ":.1 :!;~"';~I . :'.' .' '. ".: ' .'. ' , .. . .1,.. '. ' . ., 4 '. .. ''''. . ~'.: >,:':.:.~: Jr...~' . ", . . · >'I~'h~1~ "\;'1':..' ::l:;,>~~:~~;; ::~~::.:.:.~~:::"~:.: CONCRETE STRENGTH FIELD STRENGTH LAB STRENGTH 3500 PSI 4025 PSI 3000 PSI 3450 PSI CONTRACTION JOINT EXPANSION JOINTS SHAll BE PLACED EVERY 30 FEET IN NON-EXTRUDED CONCRETE CURB AND GUTTER CONSTRUCT 1" BATTER ON CURB FACE WITH FORMS , ~~~\'US C"U~~ ~\) \:)~ "\0 ~ ~ IIJIEI ALL CURB RETURNS MUST INCLUDE WHEELCHAIR RAMP(S). SEE STANDARD DRA~NG NO. 3-10 CONCRETE SURFACE SHAlL HAVE A HEAVY BROOM FINISH TO BE USED UNLESS OTHERWISE SPECIfiED ON CURB RETURNS I I NO REVISION DATE BY APPR. CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS STANDARD CONCRETE ~B AND GUITER 3-5 STANDARD DRAWING . 225 FIFTH STREET SPRINGFIELD, OR. 91477 ~ 4: 1 4U MIN, P.C. CONCRETE SIDEWALK . 3000# FIELD STRENGTH, 6 SACK MIX ',~' ",;' ...:.,,~;..: ,. ,.:;..: ~~~~:.Y r. =; !'. .. . ,PAVEMENT I^.~'''..; . ~ '-\'''' ,,\.0/1' .' "s I I " .- \:' · "1 r...~.,n;.r,".~i'~~..~~~K'i~;~(;.~~~~ . ..... ~ ' ... I" All"". i ,..." lOAU ~...."<I'./'-~ " (,,," ~'. ,!":n:"-;;"~~r~I'~J:.",:'-::;.t~.l;"~' .'::1i..I;l. . '1'. '. m .,' ", ..'?'.'.......' . ,.~. \.. ;:. ,.: ."'.' ;.' '.',' '. '.:.', .' ,. ,'.... "V, '':\ . .' ,_,,'q '. '.. I. 1; ,... ~... . 6",- Yq>.""""" ~~~6 \S" ";";..' ".'1'" .', ...... "~', ....4 J.......... .', " ..' .' f \. ~ ~~ ;d ..~:. ':,~:' . :f,:':l ~'~:, :")' ~,.:::'~.'~:;:..;,:. ,;~::;-:Y';~' :'~,:'~:::~ ::.~.:~:; UINIUUU 2" 0[' 3/4" 0" t ,\> ". ...... :,:' .t, ':. "'~' .-......' .'1 .,. ..... " \ . ''1 1'1 IYI r.. . - 'l"'. \.t:,t..~'f .:.. ~,'.'. ."\\ ""..... -, ."" .,...../.....,.....'::"" I. HI, .~1: ...,,\" COMPACTED CRUSFtEO ROCK ~~ .... ................., '~,.. .. '..... . ~R'i~fACTED _~ 1 1/2'- 0" CR. ROCK C.R. BALLAST TO BE PLACED PRIOR TO [FIRST LIFT OF ASPHA T 4: CURBSIDE SIDEWALK CONCRETE STRENGTH FIELD STRENGTH LAB STRENGTH 3500 PSI 4025 PSI 3000 PSI 3450 PSI TYPICAL CROSS SECTION OF SIDEWALK DETAIL o NOT TO SCALE J Date Received: 2.p.s Poo 7 Planner: AL ;1 I DOVE ESTATES SHEET NUMBER 4 OF ENGINEERING DETAILS 4 01 ~ -0 en o +-' (1) "0 ..q- o c o (J) c (1) CD o -c;t I l{) ~ (J) ....... Of'. .~ "'-0 Q.tt) /"-.. "<c- o..o m" E2 00 c-o (1)....... _0 [;:0..