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HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/3/2021THURSTON ESTATES LAND DIVISION TENTATIVE PLAN -COVER SHEET UGB NE 1/4, SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. LGs SPRINGFIELD, LANE COUNTY, OREGON Spm, ELD LO� DATE PREPARED: OCTOBER 2021 SHEET 1 OF 7 THURSTON ROAD _. o. - ASSESSORS MAP/LOT: 17-02-35-00-02700 VICINITY MAP NOT TO SCALE PROPERTY INFORMATION SITE ADDRESS: 7399 THURSTON ROAD SPRINGFIELD, OREGON 97478 PROPERTY LIANA LEUNG OWNER PO BOX 2231 EUGENE, OREGON 97402 APPLICANT: LIANA LEUNG PO BOX 2231 EUGENE, OREGON 97402 DESIGN TEAM PROJECT METRO PLANNING, INC COORDINATOR: JED TRUETT, AICP 846 A STREET SPRINGFIELD, OREGON 97477 PH: 541-302-9830 C: 541-915-6458 SURVEYOR: EGR & .ASSOCIATES, INC. RYAN ERICKSON, PLS 2535 B PRAIRIE ROAD EUGENE, OREGON 97402 PH: 541-688-8322 ENGINEER: A & O ENGINEERING, LLC KYLE DEAN MORRIS, PE 380 Q STREET SUITE 200 SPRINGFIELD, OREGON 97477 PH: 541-302-9790 SHEET INDEX SHEET 1 COVER SHEET SHEET 2 EXISTING CONDITIONS SHEET 3 PROPOSED PLAN C-1.0 GRADING & STORMWATER DRAINAGE PLAN C-2.0 WASTEWATER AND UTILITY PLAN C-3.0 PAVING, LIGHTING AND STREET TREE PLAN C-4.0 CIVIL DETAILS THURSTON ESTATES LAND DIVISION TENTATIVE PLAN -EXISTING CONDITIONS UGB NE 1/4, SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. Uc$1 LIMITS Sign -Begin ounty � � SPRINGFIELD, LANE COUNTY, OREGON Spg GFIELD C DATE PREPARED: OCTOBER 2021 ,�,•,�b...�._ -- --- --- LGS PP x Maintenance E -- -- --' E SHEET 2 OF 7 _- Jamailbox--_.."--- — ' _._......•�_-- Sign -School 20 ----- — -" — - - -. - - - - - -- ign-Welcome —_—Q __----"— —Sign -School _..r 29 UGB ,..---X.� ...�„ -- --� 'F TflURSTON ROAD -----_.....--•C- Paving �._ ASSESSORS MAP/LOT: 17-02-35-00-02700 LAND DIVISION TENTATIVE PLAN Prepared by an Oregon licensed Land Surveyor. The Land Division Tentative Plan is prepared and signed by an Oregon Professional Land Surveyor, Ryan Erickson, PLS 55524, Expires 12131121. City boundaries, the Urban Growth Boundary, and any special district boundaries or railroad right-of-way which cross or abut the proposed land division. The City boundary, and Urban Growth Boundary are shown hereon, there are no special districts, or railroad right-of-ways that cross or abut the proposed land division. Location and width of all existing and proposed easements on and abutting the proposed land division. The location and width of all existing and proposed easements are shown hereon. Boundaries of entire area owned by the property owner, of which the proposed land division is a part, as well as dimensions and size of each parcel and the approximate dimensions of each building site indicating the top and toe of cut and fill slopes to scale. The boundary of the entire property owned by the Leung is shown hereon. The dimensions and size of each parcel are shown hereon. The approximate building site location and dimensions are .shown on A&O Engineering plans. Location and type of existing and proposed street lights, including type, height, and area of illumination. The location of existing street lights are shown hereon. The proposed street lights are shown on A&O Engineering plans. Location, widths, conditions, and names of all existing and proposed streets, alleys, dedications or other right -of --ways within or adjacent to the proposed land division. Proposed streets should also include approximate radius of curves and grades and relationship to any projected streets as shown on the Metro Plan, TransPlan, Conceptual Development Plan, or Conceptual Local Street Map. Existing Thurston Road, location, and width is shown hereon, the condition is that there are curb and gutter, and sidewalks on the South side of the street. East of subject property. The proposed streets 74th Street and F Street location and widths are shown hereon. Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units and similar public facilities. The location of existing traffic control devices, fire Hydrants, power poles, transformers, neighborhood mailbox units and similar public facilities are shown hereon. Location and dimensions of existing and proposed driveway. The location and dimensions of existing driveways are shouw hereon. The location and dimensions of proposed driveways are shown on A&O Engineering plans. Location of existing and proposed transit facilities. The closest transit facility is located on south side of Thurston Road, east on 60 Street, Route 11 -Thurston: Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways and bike trails. The location and width of all existing sidewalks, sidewalk ramps, pedestrian access ways and bike trails are shown hereon. The location and width of all proposed sidewalks, sidewalk ramps; pedestrian access ways and bike trails are shower on A&O Engineering plans. Location, size and type of plantings and street trees in any required planter strip. There is a proposed planter strip .shown on A&O Engineering plans. The location, size or type of'plantings or street trees are shown on A&O Engineering plans ton Location and size of existing and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV Indicate the proposed connection points. The location and size of existing utilities (sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone and cable TV) on and adjacent to the proposed land division are .shown hereon. The location and size of proposed utilities (sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone and cable TV) on and adjacent to the proposed land division are shown on A&O Engineeringplans. The location of all areas to be dedicated or reserved for public use, with the purpose, condition and limitations of the reservations clearly indicated. There are no areas to be dedicated or reserved forpublic use. Future Development Plan where phasing or large lots/parcels are proposed as specified in SDC 5.12-120 E. There is a Future Development Plan needed, because proposed Lot 1 is more than twice the minimum lot/parcel size (9006 sJ). VICINITY MAP NOT TO SCALE LAND SU WOR D T G{)N 14, 2003 . ERICKS 55524, EX L s f 21 EGRI Associates, Inc. Engineers, Geologists, and Surveyors 2535B Prairie Road (541) 688-8322 Eugene, Oregon 97402 Fax (541) 688-8087 - THURSTON ESTATES LANA DIVISION TENTATIVE PLAN -PROPOSED PLAN NE 114, SECTION 35, TOWNSHIP 17 SOUTH, RANGE 2 NEST, W.M. uG'B SPRINGFIELD, LANE COUNTY, OREGON UGB DATE PREPARED: OCTOBER 2021 sP�GF11wxv c><T�- L>�vnTs SHEET 3 OF 7 t1GB �r UGB TU RSTON ROAD _--•4�'- _ GFY�1'D CITY LI�T,TS SP S -""''�"- „--""r A,3° ��C"; =S83°2l'56" 185.29 0 L-185.32' R=2834.79' C8 _ 77 + C6 � �-�-- 8.00"PUB 41.00` + RICHT OF WAY j 60 CURVE TABLE�- ' CURVE # RADIUS LENGTH DELTA CHORDIi - 4 n ; C6 2834.79 20.71 0025'07" N81042'08"E 20.71' ' c i r C7 2834.79 20.69 0025'06" N82007'14"E 20.69' 50' C8 2834.79 143.90 1049'02" S83047'03"W 143.90' /20 . i LOT 1 C9 cd 50.00 64.10 73°27'26" S36°46'28"E 59.80' 20.50 1 15,361 SF 00 1 + N to pp C10 50.00 64.10 73027'26" S3604628"E 59.80' a += C-- it C12 29.54 37.82 73027'34" S36046'24"E 35.28' + = 1 Q '•C3 C13 70.50 43.14 35003'38" S55°58'22"E 42.47' t S89°57'05"W 143.06'111% to 0 00 C14 70.56 48.26 39011'04" S18050'30"E 47.32' C15 20.00 31.42 90000'0$" S45002'48"E 28.28' �, �`' \� x' LOT 2 Q C16 20.00 31.42 89°59'52" S44057'12"W 28.28' �, ��y ?� 6279 SF C C18 29.52 37.82 73029'36" N36046'28"W 35.28'94 � \�I� \\�` 8.00' P H tZ+ cd ["- C l 9 70.50 90.39 73027'26" N36046'28" W 84.32' S89057'05"W 86.78` ' [••1 , ui Z 4 ; !TRACT A 2765 SF`.\CP t ----------------- >> i LOT 3 i t0 ---------- ----------- t SQ4Q SF -.. S89°5708"W 71.51' + j H A + F, N i a `T' + W 00+ 17�`7'i I S89057'08"W 71.53' A E~ LOT 130 ; o i w o o 5006 SF o -- ° �: Q LOT 4 ` 5100 SF kn, S89057'08"W 71.53' ! 8.00' PUE 8.00' PUE -.+ �j ---- ------1---- -- ! s T ate' 4 z t 51.53' 10 a+ +� Qti �� ,��� Q LOT 9 + o o r 5007 SF , F STREET y S89057'08"W 92.03' Ir c ( t? o_ ! O ( N ( w 51.53' S89057'08"W 71.53" , + gr G(0 ------------ + N �.---L ---- 0 c / 8.00` PUE ( f LOT 8a LOT S I a 5007 SF 20.50 ' 5121 SF 1-..- ' 20.50 s Ci ° ' " C o r " 889 57 08 W 71.53' �� A� � �� S89 57 08 W 71.53' j 41.00, i RIGHT OF WAY -I - + I ca LOT 7 a�. LOT 6 xM. -.+_ , 5007 SF + 5006 SF 1 i 20.50 20.50' d_ i - 71.53' p1-= N89057'08"E 184.05' AST 183.81' DEED` W (E 183.8l')DEED AREA J � W Tax Map/Lot: 17-02-35-00-03603 w a Owner: Straub Family Trust o PO Box 3 Springfield, Oregon 97477 a ASSESSORS MAPILOT: 17-02-35-00-02700 SCALE 1 " = 30' FUTURE DEVELOPMENT PLAN � UGB OWN UGB SPR GFIELD CITY LimIT5 13GO ' J-!""• '� -3 g4'44,rCH-S83°21'56"W 185.29' L-185.32' R-2834.79' 1� 3.65' R-2834' C= S84°37'46"W 60.26' L=8..79 i Cli= N930 0130-E 83:65' ( ' •w-- 8.00' PUE IIr , C'l 00 LOT la w LOT lb 3 8,652 SF 6,708 SF ° 0� 1 n ° j0 CIO I ' z + SCALE 1 " = 30' i S89057'07"W 83.06' N89057'03"E 60.01T_) VICINITY MAP NOT TO SCALE IR Associates, Inc. Engineers, Geologists, and Surveyors 2535B Prairie Road(541) - {5 ) 688 8322 Eugene, Oregon 97402 Fax (541) 688-8087 THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD. 17-02-35-23 17-02-35-23 TAXLOT 500 26 LF 5=0.26 --- TAXLOT 400 w w LP 003 ---- ~ EXISTING CURB &GUTTER C> c g �U G � c< C �t 7. SOAKAGE TRENCHES ARE PROPOSED TO ACCEPT AND INFILTRATE 1000 - .9 TOP FACE OF CURB s - -- - EXISTING GAS LINE STORMWATER RUNOFF FROM NEW SINGLE FAMILY ROOFS ON LOTS 2-10. LOT 1 W 4 © o HOUSE IS EXISTING AND NO NEW DRAINAGE SYSTEM IS PROPOSED. 23 TFC BW BACK OF SIDEWALK H20 EXISTING WATER MAIN 06 y\l C 8. INFILTRATION TESTING WAS PERFORMED BY BRANCH ENGINEERING ONSITE 527.75 ST STORMLINE EXISTING FIRE HYDRANT AND THE MEASURED RATE WAS FOUND TO BE 16.5 IN/HR. DESIGN RATE IS 8 1 IN/'HR TO PROVIDE A FACTOR OF SAFETY OF 2.0. INFORMATION TAKEN FROM WW WASTEWATER LINE w ❑ 12 PVC SITE INFILTRATION TEST RESULTS REPORT PREPARED BY BRANCH ENGINEERING �-EX EXI -'" END DATED JULY 16, 2021. FL FLOWLINE _ - - OE - EXISTING OVERHEAD ELECTRIC W ATER LINE - M - - •`m� .�--==- -�"._---- 1 0040' 526: 5 2 F` . � 7 TC1 9. ANOTHER INFILTRATION TEST SHOULD BE PERFORMED DURING WET MH MANHOLE -t- EXISTING UTLITY POLE WEATHER MONTHS (JANUARY OR FEBRUARY) TO VERIFY INFILTRATION RATE AND -� - - 000 7.1 D 12 7 = tJ ,. As _ } , STREET LIGHT DEPTH TO GROUNDWATER. U Z 10. WATER _QUALITY DETENTION POND TO BE PLANTED TO MEET CITY OF COS CONTROLLED OUTFLOW STRUCTURE ® EXISTING PH ONE PEDESTAL SPRINGFIELD REQUIREMENTS, W -� ww p - EXISTING WASTEWATER SYSTEM 11. ENDS OF ROADS ARE PROPOSED TO BE HELD 5' FROM PROPERTY LINES EXISTING DRAINAGE-..-- EX1STtNG_,r--- p --"-' U PROPOSED DRAINAGE SYSTEM EXISTING STORM ORA ry sr _ Q Q OUTLET S-�REE LtGNj - .-• • -'• • , ,:.. _.--- : ' PROPOSED STORM DRAINAGE SYSTEM �--- STOP BAR PE aN c_u UNDEVELOPED PROPERTY TO THE SOUTH. 21 8,1W s Kyle E, c ® T _ . 472 `� IS�ttNG IRE MH ST?FROZEN EC� EX a,10 ♦ *. .--, �..---- 527.19 PST MEL- 2--- TC A WAY - ' &0 CM2'Ky,e Date Zoe: ANT : - ; ... _,._.- IN (S)=520.94 EX 527.45 121 OUT (W)=520.74 TC P S �H 1 12P� IN E)=i 9:58 _ _---- EXISTING DRIVEWAY; RIM= :. }. i _ _ (to X• 11 a _ p{ INS)- 39.38 .. �� House r main, }() ,p OUT (N)=519.38 \ •,••• - M _ - -• ed 2 7 527 - .... ..,. _ I Ii '°` J 5.6 7 -•-�"'. ..M-^^'•,_ �,. } i - _ - ! ' • '� °' , ... - (to _ , ,..---r' EXISTING • O t - remain) -- �-- -~_" DRIVEWAY r i 1 ° LOT 1 v EX ST SIH 52.406 r 15,695 SF 15" OUT N=519,42 APPROX END OF RIM=525.95 EX. GAS LINE 526.86% 526__ -- TC • 4`526.40 LOT 2 NOTES. • : ' , TC/CI/LP PROPOSED WATER . a♦.: ., 6010 SF 1. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE QUALITY DETENTION ° UTILITIES ARE SHOWN ON SHEETS C-1.0 AND C-2.0. PRIVATE UTILITIES POND • : ., ( PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE ELECTRIC, -. DESIGNED BY PRIVATE UTILITY PROVIDERS. _ 2. ALL SURVEY DATA PROVIDED BY EGR & ASSOCIATES INC. EXISTING v • CONTOURS ARE LIDAR AND BASED ON DOGAMI LIDAR DATA SOUTH WILLAMETTE � �° LIDAR DATA QUADRANGLE MAP 4412362 BARE EARTH) - NAVD88. VALLEY L Q { P OS i 526.86 ADDITIONAL EXISTING ELEVATIONS PROVIDED BY EGR &ASSOCIATES WITH GPS REFERENCE SYSTEM - EUGENE THE OREGON COORDINATE REFER. 121 OUT W)=521.48 R�� �' - - _ ', OT 3 OBSERVATIONS USING TRACT A �' ' _. 6„ WW ZONE, NAD82(2011) EPOCH 2010.00. FT DATUM NAVD88. 4 _ .. ST _ 5013 SF in ABBREVIATION LEGEND 3. FIRE HYDRANTS ARE LOCATED AS SHOWN ON SHEET C-2.0. PST MH #3 PU • r I ,� ,• _ ; 17-02-35-00 TAXLOT 2801 LEGEND 12»E IN (S)=522.75 12 � OUT (W)-522.55 526.8fi ' � ' °; ;- 1.0% �-- PROPOSED FLOW DIRECTION 4. SITE SOILS ARE CLASSIFIED AS CHAPMAN-URBAN LAND COMPLEX, 1,.0% ' ' ---- -- • �-.--- EXISTING BOUNDARY HYDROLOGIC SOIL GROUP B WITH AN ESTIMATED GROUNDWATER TABLE OF RIM= ' ( 45 = S-0.50% PROPOSED SLOPE MORE THAN 80 INCHES BELOW GROUND SURFACE PER WEB SOIL LOT 1 " . r CI CURB INLET ® 440 EXISTING INDEX CONTOURS SURVEY. CUT FILL: 500T SF �I- - , � � o I �� - EXISTING INTERMEDIATE CONTOURS - RESIDENTIAL STREET 5. REFER TO SHEET C 4.0 FOR LOCALr CUT 1 178 CU YD 5 EX EXISTING 439 _ CROSS-SECTION. FILL 1,063 GU YD s _ _ ' I ;__.m.� W, LOT 4 FG FINISH GRADE 440---d---�- PROPOSED INDEX CONTOURS 6. IT IS PROPOSED TO ROUTE ALL STORMWATER RUNOFF FROM NEW 527.33 ° ; .' ' ' 5100 SF ! H GH POINT __ _ 39 - PROPOSED INTERMEDIATE CONTOURS IMPERVIOUS RIGHT-OF-WAY ONSITE AND FUTURE PRIVATE DRIVEWAYS ON NEW LOTS INTO OSED PROPWATER QUALITY DETENTION POND REFER TO SHEET 52 " TC _ ` - i � �` ' . I--• A { - PROPOSED FIRE HYDRANT 15. SITE LOCATED IN ZONE OF CONCENTRATION (20-99 COMBINED ZOC) PER WATER QUALITY DETENTION- • CITY OF SPRINGFIELD WELLHEAD PROTECTION AREA MAP. ; € , O PROPOSED WATER VALVE POND DETAIL , _ fitww '' ._6 16. TREATED STORMWATER LEAVING DETENTION POND TO BE ROUTED TO NTS LOT '% „ EXISTING STORM OUTLET. , ---GAS _ PROPOSED -GAS LINE SWALE ON TAX LOT 17-02-35-23-400 THROUGH EX 6 �_ � �:. 500'i SF , . �. : `- -�. 500 SF 529 UTIL PROPOSED DRY UTILITES (ELEC. 17. SLOPES OR BLOCK WALLS AT BACK OF LOTS TO BE DETERMINED DURING ,ViCABLE AND PHONE) PIP PROCESS. I _._. :wit [L 531 PROPOSED STREET LIGHT v PROPOSED CONCRETE SIDEWALK 529.23 LANDSCAPE DLCO SCALE 1 "=3Q' • LANDSCAPE BLOCK TC/HP PST MH #4 TEMPORARY ONE ROS OF RETAINING WALL 30' 0 30' 60' PROPOSED FILLf CUT SLOPE RETAINING WALL 6" FL IN(S)=523.77 iLTRA LOCI ALL UNTIL plffif;� IOWA 12" FL DT(W)=523.59 FUTURE STREET EXTENSION v FEW Morris, .cora, .c, fl: N C-4.0 FOR POND CROSS-SECTION. w w LP LOW POINT --� EXISTING CURB &GUTTER C> c g �U G � c< C �t 7. SOAKAGE TRENCHES ARE PROPOSED TO ACCEPT AND INFILTRATE TC TOP FACE OF CURB s - -- - EXISTING GAS LINE STORMWATER RUNOFF FROM NEW SINGLE FAMILY ROOFS ON LOTS 2-10. LOT 1 W 4 © o HOUSE IS EXISTING AND NO NEW DRAINAGE SYSTEM IS PROPOSED. I BW BACK OF SIDEWALK H20 EXISTING WATER MAIN 06 y\l C 8. INFILTRATION TESTING WAS PERFORMED BY BRANCH ENGINEERING ONSITE r ST STORMLINE EXISTING FIRE HYDRANT AND THE MEASURED RATE WAS FOUND TO BE 16.5 IN/HR. DESIGN RATE IS 8 C3 IN/'HR TO PROVIDE A FACTOR OF SAFETY OF 2.0. INFORMATION TAKEN FROM WW WASTEWATER LINE w ❑ NG WATER METER EXISTING SITE INFILTRATION TEST RESULTS REPORT PREPARED BY BRANCH ENGINEERING bD DATED JULY 16, 2021. FL FLOWLINE _ - - OE - EXISTING OVERHEAD ELECTRIC 9. ANOTHER INFILTRATION TEST SHOULD BE PERFORMED DURING WET MH MANHOLE -t- EXISTING UTLITY POLE WEATHER MONTHS (JANUARY OR FEBRUARY) TO VERIFY INFILTRATION RATE AND a PROPOSEDEXISTING STREET LIGHT DEPTH TO GROUNDWATER. U Z 10. WATER _QUALITY DETENTION POND TO BE PLANTED TO MEET CITY OF COS CONTROLLED OUTFLOW STRUCTURE ® EXISTING PH ONE PEDESTAL SPRINGFIELD REQUIREMENTS, W -� ww p - EXISTING WASTEWATER SYSTEM 11. ENDS OF ROADS ARE PROPOSED TO BE HELD 5' FROM PROPERTY LINES H p TO ALLOW FOR EITHER SLOPE TO ADJACENT GRADE OR RETAINING WALL AND U -- T SQ- S DRAINAGE SYSTEM EXISTING STORM ORA END OF ROAD SIGNAGE Q Q PROPOSED WASTEWATER SYSTEM 12, FINAL LOT GRADING TO BE COMPLETED DURING PIP REVIEW PROCESS. CL PROPOSED STORM DRAINAGE SYSTEM 13. SWALES ARE PROPOSED AS SHOWN TO CAPTURE EXISTING RUNOFF FROM =r : UNDEVELOPED PROPERTY TO THE SOUTH. 8,1W PROPOSED WATER MAIN s 14. DRIVEWAY LOCATIONS SHOWN ARE PRELIMINARY AND WILL BE FINALIZED E, c ® PROPOSED WATER METER DURING PIP REVIEW PROCESS. { - PROPOSED FIRE HYDRANT 15. SITE LOCATED IN ZONE OF CONCENTRATION (20-99 COMBINED ZOC) PER WATER QUALITY DETENTION- • CITY OF SPRINGFIELD WELLHEAD PROTECTION AREA MAP. ; € , O PROPOSED WATER VALVE POND DETAIL , _ fitww '' ._6 16. TREATED STORMWATER LEAVING DETENTION POND TO BE ROUTED TO NTS LOT '% „ EXISTING STORM OUTLET. , ---GAS _ PROPOSED -GAS LINE SWALE ON TAX LOT 17-02-35-23-400 THROUGH EX 6 �_ � �:. 500'i SF , . �. : `- -�. 500 SF 529 UTIL PROPOSED DRY UTILITES (ELEC. 17. SLOPES OR BLOCK WALLS AT BACK OF LOTS TO BE DETERMINED DURING ,ViCABLE AND PHONE) PIP PROCESS. I _._. :wit [L 531 PROPOSED STREET LIGHT v PROPOSED CONCRETE SIDEWALK 529.23 LANDSCAPE DLCO SCALE 1 "=3Q' • LANDSCAPE BLOCK TC/HP PST MH #4 TEMPORARY ONE ROS OF RETAINING WALL 30' 0 30' 60' PROPOSED FILLf CUT SLOPE RETAINING WALL 6" FL IN(S)=523.77 iLTRA LOCI ALL UNTIL plffif;� IOWA 12" FL DT(W)=523.59 FUTURE STREET EXTENSION v FEW Morris, .cora, .c, fl: N a C" w w W Q. cP- C) cW C> c g �U G � c< C �t bns. •rte � Q � � � O z W 4 © o • cd I 06 y\l C r INE 'El N a C" w w a-1 (' Vd C) �. t" g �U G � c< C �t S EES' -100 a $ J' t„j�3 L 1 OF 4 �f cd t" g C �t bns. cd Q • cd I C3 CEJ bD j Y. Q - c..s S EES' -100 a $ J' t„j�3 L 1 OF 4 j Q - c..s a U Z W fiW W H p U > d Q Q CL =r S EES' -100 a $ J' t„j�3 L 1 OF 4 0 a it may- �M a., cv a cl) Th oCC ` � a W S> A C14 4 'L^I V J O N N K) CY z z cu zw ��o � � y N � � O o N 0 a it may- �M a., cv a cl) oCC ` � a W S> 0 2 OF 4 a it may- �M 'L^I V J O N N K) I U_) y N � � O o N ca � 0 � � y W C> Z w w t Q a C4 L4 � a 2 OF 4 THESE PLANS ARE FOR PLANNING PURPOSES ONLY AND ARE NOT TO BE USED FOR CONSTRUCTION IN THE FIELD. � -o PROPOSED STREET LIGHT PROPOSED PAVEMENT 17-02-35-00 TAXLOT 2801 cz O YE CD r W d W Z AL3 � dd N 1� N rn Q dz z a yw c U PROPOSED c � co N to b.0 �� STREETLIGHT `- LOT 2 M1 w,t Q_`x'j M ,3 �r. t fY C k s , 6010 SF as P"' o N co O o Q Q > W - : ;. --• : PROPOSED Z STREETLIGHT 4< > Q U Q w a a v •- \ ++ LOT 3 TRACT A \ a , _ • �_,,_ : 5013 SF SCALE- 1 ",Jo' LOT 10 30 0 30 60 1- Y - 5007 SF PROPOSED STREETLIGHT LOT 4 LEGEND , 1 ' 5100 SF NOTES:- . - ; PROPOSED ---- — EXISTING BOUNDARY1. EXISTING STREET LIGHTS ALONG TNURSTON ROAD ARE COBRA t ! FIRE HYDRANT STYLE LOW-PRESSURE SODIUM. VISION CLEARANCE --- EXISTING CURB & GUTTER • ` � ,��--- 2. PROPOSED STREET LIGHT TO BE AUTOBAHN ATBO SERIES LED ; a. .: _ ---------- -- GAS -- --- EXISTING GAS LINE FIXTURE. PER DETAIL ON SHEET C-4.0. 1 LOT � � � � • ----- a- H2O - -- EXISTING WATER MAIN3. PROPOSED LIGHTS TO BE ON FIBERGLASS POLES WITH A 25 � __ ___ . FOOT MOUNTING HEIGHT. 500% SF % EXISTING FIRE HYDRANT 1 E. 4. PHOTOMETRIC ANALYSIS AND FINAL STREET LIGHT LOCATION N EXISTING WATER METER TO BE COMPLETED DURING PIP PERMIT PROCESS. :I �: • _ • _ _ — UHE EXISTING OVERHEAD ELECTRIC 5. NO PARKING SIGNS TO BE PLACED ON BOTH SIDES OF THE INTERIOR STREETS. • -�- EXISTING UTLITY POLE , a j ` - -VISION CLEARANC - - - 6. DRIVEWAYS TO BE CONSTRUCTED PER CITY OF SPRINGFIELD + AREA EXISTING STREET LIGHT STANDARD DRAWING 3-21. : ` ,' PROPUStu P. 8 i •: � - STREETLIGHT © EXISTING PHONE PEDESTAL 7. DRIVEWAY LOCATIONS SHOWN ARE PRELIMINARY AND WILL BE PUE i FINALIZED DURING PIP PROCESS. LOT 8 ROW i —- w EXISTING WASTEWATER SYSTEM _ I • • •� LOT 5 8. MAILBOX PER LOCATION TO BE APPROVED BY POSTMASTER 5007 SF _� �- ST EXISTING STORM DRAINAGE SYSTEM PRIOR TO PLACEMENT. •,>. •::. 5121 SF PROPOSED WASTEWATER SYSTEM S• STREET TREE LOCATIONS TO BE FINISHED DURING PIP e: PROCESS. : :_ , ' P. 8 PROPOSED STORM DRAINAGE SYSTEM 10. STREET LIGHT CONDUIT PLAN AND WIRING TO BE PREPARED , 20' `; ROADWA + PUE 8„ PROPOSED WATER MAIN DURING PIP PROCESS. N PROPOSED WATER METER 11. TRACT A PROPOSED TO BE DEDICATED TO CITY OF SPRINGFIELD UPON COMPLETION OF PIP PROCESS, -b- PROPOSED FIRE HYDRANT 12, STREET TREES SHALL BE PLANTED NO CLOSER THAN 20 FEET i LOT7 i t LOT 6 '� PROPOSED WATER VALVE' FROM STREET LIGHTS. ' 5007 SF .,_ 5006 SF ----GASPROPOSED GAS LINE 13. STREET TREES SHALL BE PLANTED NO CLOSER THAN 5 FEET • FROM DRUIVEWAY APPROACHES AND UTILITY FEATURES. PROPOSED uTiL PROPOSED DRY UTILITES (ELEC.STREETLIGHT 14. VISION CLEARANCE AREA AS SHOWN. CABLE AND PHONE) � -o PROPOSED STREET LIGHT PROPOSED PAVEMENT 17-02-35-00 TAXLOT 2801 t cz O YE CD r W d W Z AL3 � dd N 1� N rn Q dz z a yw c U c 5F c � co N to b.0 �� 2� Y Q M1 w,t Q_`x'j M fY C k . rmwq Y t cz O 0 CD O d W AL3 � dd N 1� a c - WD • rmnq co N to b.0 C!} 2� Y . rmwq as s 0 W N SHEET 0 3 OF 4 N to C!} Y Y o N co O o Q Q > W U Z o 4< > Q U Q w a a od s W SHEET 3 OF 4 4.5' 5.00' PLANTER 0.5' WALK 1.57 41' R/W 2000' ROAIWAY STD. SHED CROWN 4.5' 0.5' PLANTER 5.00' _ CURB WALK 1.5% 2% / \ / i��iii/�iir�i�/�/moi//ii//i�///i�/��i/��i \\/�\��\\ I Z �.40 �.. /• FABRIC (MIRAFI 500X) OAD STRUCTURE: WHERE NECESSARY ASPHALT PAVING OVER, 2" CRUSHED ROCK TYPICAL 20' STREET CROSS SECTION N.T.S. W THESE PLANS ARE FOR PLANNING PURPOSES COs #1 °- "GRATE -525.40 ONLY AND ARE NOT TO BE USED FOR 24 2" ORIFICE=523.90 CONSTRUCTION IN THE FIELD. 1.5" ORIFICE=524.40 12" FL OUT=521.48 ELEV.=525.90 SUMP=519.98 TOP AREA 525.90 ell\/ 12" INLET =1,510 SF PIPE W/MESH COVER. FL=522.40 12" GROWING � MEDIUM ��\ j FOREBAY 0.5\j MIN 10 SF _ FL=522.40 _ 522.40 521.40 y. J. ,. 777 -� 12 QU L r _�--- PUBLIC STORM 520.40 3" ROUND ROCK SYSTEM SPLASH PAD 6" DEEP 12" ROCK CHAMBER TO BE WRAPPED IN FILTER FABRIC WATER QUALITY DETENTION POND NTS Autobahn Series ATB ASPHALT CONCRETE PAVEMENT Roadway Lighting REFER Ti7STANDARD for k p:, + m*: DRAWING 312 FOR TYPICAL SIDEWALK112 PAVEMENT WIDTHFROOLY CROSS SECTIONS • CRUSHED ROCK BALLAST 4- (MINIMUM) ASPHALT CONCRETE 2° THICK _. PLACED PRIOR TO PAVING WEARING COURSE OVER BASE COURSE(S) 12 MIN i3¢.. nw a .ire a rtrt nE aran C Fii il'a G6 PLACED IN 2t -:r LIFTS --- ornm Sna W perlIbmam Is onprableto 70 -DW HPS WWW bubuft WhNEW.CmiMabimMofe-4MK,70CMuinhw%3IM 79 CM vinimurnot l 5W 70 CM gni ft=. Unique IPM rod LEa 10 engines pwiW i taight and coact baMghttlaw%Mn sidewalk deo, poiding o0nol applimflen metille OPWAl sn% hWift,InTypeIla My Pi, aW V IdMftionu. ELEL EVected LIQ LED Ughtenguam rated>JKMhmsat 170. lkdmkdrWerhasan amwW N of MM bus at a ambient 1 1 : Lmm WW. Sm an aid of4o-M ver mmparalie HO Wm1Nft lobustSlurge :1hme atsmw pmMon op a itt ofAhM R I >C'I 10MA .20W1110kApohdonhaboavalbble. Off damps Residential streft 0 Parking lots MECHANKM �standardJ�l..Ilne(m�arr■.�■}r��gfIlrosh+aatc�vl- �3 �t� block O Illlfli�..lr�f � r}71fMI ng `[_` 1 • DIMEN {#��sr.4TlP. s lWq alu■IIIIl 1,�+I1�and �� an ��� -wMfor durMi and � ._ -. offaden mhuncL uS ave -age WaeWq and plaq pom a lnith that - adlemasaft mpagerding of 7 Qw ASTM D16541 after owr Mhms aposure to salt , dinber(opeyatedperASTM B11 x' f_ stain now is adjistablefbran1rem 14fift (1-5X 2 Q0J Aameter. 3 Pwv1des a mft perms (131.31 .psi - Wildit% Meld racast hto'the housing Iia sepaW OW). M CONTROLS � N 3 pin l :moeptacle is standard, h the Amityred I dard7 pin a - a, it te. llwmkim'Ilid slNe loddng style *o= - PSS(10 ym mted ) Bctrame long life solid Efto a PWmfmdArea (EPAkThe EPA fbr*eATS iso.78tzI 5M bftq stoe "-KLL lirr }. Appm WL = 14 km MWO-W Omring . , to pmWe xhedukd ffimwilq as qmM b1 #* atftmet. Lo *bmi anb dAdju Ou" module allow the lkft ovVutad Input watiagetobe � modft ID nit sft Veft mMmmm and also can allow lef arevbeftbly STM DAR api I in mar diffewit awliatiom DWgnUghts(9 r * 00 gwlMed PWtKt Nut al N Of" piroductmay be DL[qualiiied. Pkased&the DLL Quallfierl Pmduc s List r wbichr~ewsare filed. Ump uresof s 3000K must ks Itleddfor hamadenalDark Amdation mftff laft- N W19*W GA Certffied to US NW Gakift 9MIlards amoieswfthAISI.-(1366Z(136.10,,CI36.14,,Cl3fi-31,Cl36.15,CI36.37 Speelgeonna suhjntdu change WU" aWme. Auduei perinrmarrae may dror a r a raz uk id awmaw amins mm t ani rrppieww- fammunn Q 20144M7 Acuity Bmands Lichfts Inc. AT80 0110117 ---12" (MINIMUM) 3.14"MINUS CRUSHED ROCK FIRM COMPACTED SUBGRADE FOR WET SOIL OR WINTER WEATHER �. CONTRUCTION, OVEREXCAVATE AS DIRECTED BY THE CITY INSPECTOR (8' MIN) PLACE GEOTEXTILE FABRIC AND REPLACE WITH ADDITIONAL 314' MINUS CRUSHED ROCK. OCTOBER THROUGH MAY TYPICALLY PORTLAND REFER TO STANDARD DRAWING 3-12 FOR TYPICAL SIDEWALK CROSS SECTIONSz 112 PAVEMENTWIDTH W Key Joint 2 Uj CRUSHED ROCK BALLAST 7'(MINIMUM) PORTLAND CEI €ENT co,INCRETE I" 12' MIN � PLACED PRIOR TO PAVING CITY STANDARD CURB & GUTTER Say/ Cut REFER TO STD DWG 3-6 2% MIN 1.T«-,. �,Ai�� a, x�. ��i��, 4�,��� 7- 2°� MIN CROSS SLOPE_ CRQ�IiN -,� 6' (MINIMUM) 314° MINUS C1 FIRM COMPACTED SUBGRi REBAR REFER TO STD DWG 3-7 CONCRETE PAVEMENT JOINTING NOTES REFER TO STANDARD DRAWING 3-9 FOR JOINTING DETAILS FOR WET SOIL OR WINTER WEATHER CONI TRUCTION, OVEREX+CAVATE AS DIRECTED BY THE CITY INSPECTOR (B' MIN) PLACE GEOTEXTILE FABRIC AND REPLACE WITH ADDITIONAL 1112" MINUS CRUSHED ROCK, OCTOBER THROUGH MAY TYPICALLY NOTES: 1. DETENTION POND PLANTING PLAN TO BE DESIGNED DURING PIP PROCESS AND SHALL MEET CITY OF EUGENE REQUIREMENTS. 2. GROUNDWATER ELEVATION TO BE VERIFIED IN JANUARY/FEBRUARY 2022 DURING PIP PROCESS. 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