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HomeMy WebLinkAboutPlat, Subdivision APPLICANT 12/30/2015oil EX. CI € RIM=517.13 ' FL=513.58 '° FL PER CITY . _ 6' CHAIN 4' CHAIN 3' CHAIN3 € ( _ =2 I LINK LINK LINK AS -GUILTS) N89'5644"W 184.80' _ ............. ........... « € EX. WW MH RIM=517.29 ' —-------------------------------------- ``' 8" FL IN (N)=510.13 \ '� I 15" FL IN (E)=508.36 WW :r C — _::: ,...> , t . I .....>.»,» .,....>»» .>...»,>.>. . �-':..»..».. »». »»..,.». ... ..�,........ ............. ............. ,» .. »...........` \ 8 FL IN S 510.13 »» .........» .»....».,.. ....»,.».. ......> ..... ». EX. 20 PUBLIC .. »..,», ......»., .»», »>».,»». �»»»»».> ,»» » .....». ..»....... .« . SANITARY SEWER ;f = > ' 15" FL OUT (W)=508.36 EASEMENT (191 D/64294) I (FL PER CITY AS-BUILTS) i BCACKRERRIESo I i BLACKBERRIES 1 it I I !` t ` A t EX. 7' SUB ELECTRIC EASEMENT ( I ( EX. 7' SUB 11 (990R/7924397) .• I f-- ELECTRIC EASEMENT > . 1 (1516R/8821546) ) �_ = i \; CITY RESERVE STRIP TO BLACKBERRIES BE RELEASED AT TIME € ! W I I OF FINAL PLATTING j is CONCRETE\.� WALL it o I SHOP TO BE \�� Npq o ?�{ REMOVED :\ •i..i _ e- €' it z z Q. i€ 1 EX. WW MH xo5i.5 RIM=518.42 6'6C" t I o II ) y 8 FL OUT (N)=512.13 LIMi K (FL PER C/TY AS-BWLTS) ,ii; f) �' : I�I" a » r \y I li •...:,, » F» i,..,..,..,.,, LPS. 90 WATT 13.500 €\ _ > LUMEN FIXTURE fl I I ( 6492 MAIN ST.\ ;x ' F^ _` I I RESIDENCE TO \ 60 R/W i I REMAIN ) `_ -36' PAVING-�--£ 1 �.0 I : .. }_ ................_. :.,.,,.,..... , _ f ASSUMED APPROXIMATE I € ( _ \ I;\\ _....,.«................ �. ,.:.,.`` ii LOCATION OF EX. IiE I \\` \... ......._.. +` 100 SF STORM DRAINAGE EASEMENT (335R/74401) ( ' ij i "N' EX. CB SEE NOTE 1. i,'= EX 10' PUBLIC�� '€ :,,F} I =1 I I <' I....� ....._' ,\\ :� r ;. �. F` `� « SLOPE EASEMENTit RIM=516.87 rr x �' ; 1' �� r «.. �� _ _ - -- --- -_ �.. ------ (335R/74 ------ ' --•---- L?` r \' •�=wFFOR �> .x W- 6 . x= F FsF: A ST— t l A « •4r2,9y==. ,�_,:� ?a...«.,..,_ ._....._.. ........,•... ............ .«.««.., .,.« , •. «,,,,. ,,,, , ....,,., .,....•. g. '.r F1\=�li }. �'... ., ,. « .,. ,.. ,..,,.. ,,33ED.;�`t>>++ • iF:'= ri z�£' :T..n�?.iliFF>,.,.F,• �J` .. � EX. CB � tS�+Lt•1t�L�..,r... �. .: 'fSr.+{l�,�C�f�:C,t! (: .. EX. 19 D/W EX, 19' D/W TO REMAIN RIM=519.68 TO REMAIN ) EX. WW MH RIM=521.14 15" FL (E&W)=509.97 (RIM --AND FL PER CITY MAIN STREET AS-BUILTS) WWi TAX MAP 17-02-34-42, TAX LOT 4500 copyright © 2013 Branch Engineering, Inc. JACK B. LIVELY MEMORIAL _rano PARK THURSTONRD A __ ENGINEERING .- _� Since 1977 tcivil • transportation c a' F structural • geotechnical SURVEYING oLOco E ST E ST "...,,..,.. «.......................« ..,,,,,........,........««,.. ,.... n, THURSTON 310 Sth Street Q, D ST PARK Springfield, OR 97477 THURSTON RIDGEVIEW «p: 541'746.063 11 7 HIGH ELEM www. Branch Eng Inee ring. com SCHOOL SCHOOL Springfield OR I Salem OR :S B ST AST co P a s sr a a A ST ���ED ROfiFs� A ST MAIN ST 00 to ( MCKENZIE Hr (HW 126) ��\ #69162 E O� Digitally signed by Renee Clough Renee Clough Date: 2015.12.2115:5520-08'00' 0 U3 "' ? `O ASTER OREGON � � ASTER P � '�� v9�VARY w, �T 1V C � � `\ m ��� ��)V -o00 LEGEND EXPIRES: DECEMBER 30, 2015 DAISY ST FIRE HYDRANT a roiect title: ® BUS STOP REGISTERED PROFESSIONAL LAND SURVEYOR VICINITY MAP SCALE: 1 "=1000' Renee Clough Datea2015.12 by Renee OREGON NOVEMBER 30. 2007 RENEE CLOUGH LEGEND SITE DATA 69162LS EXPIRES= December 30, 2015 SITE PROPERTY LINE ZONING CURB LDR - LOW DENSITY RESIDENTIAL .................•.,...« o :.......,... FENCE \ \�. EDGE OF AC PAVING METRO PLAN DESIGNATION «•••«•••. -.«_.......1 .............. WATER LINE LDR - LOW DENSITY RESIDENTIAL »..»..w -----WW-- WASEWATER SEWER •:i �» »„» STORM WATER EXISTING USES ««. .,,.,...«...E ELECTRIC LINE SINGLE-FAMILY «.... .......... «r f .,..,.,,« ............. TELEPHONE LINE ---- — --- TOP of SLOPE FLOODPLAIN AND FLOODWAY -- -- -” TOE OF SLOPE BASED ON FLOOD INSURANCE RATE MAP NO. - - - -- - - SWALE BOTTOM 41039C 1166 F, EFFECTIVE DATE: JUNE 2 1999, ELEVATION CONTOUR THIS PROPERTY IS IN ZONE X AND IS OUTSIDE W THE 500 YEAR FLOODWAY. r i FLOW ARROW V WATER METER SOIL TYPES Q per► WATER VALVE ACCORDING TO THE SOILS SURVEY OF LANE + WATER HYDRANT COUNTY, THE EXISTING SOILS ARE: 0. COBURG-nne CMPLEX MAIL BOXES TNS SOIL HAS AR SEASONADL HIGH WATER TABLE SIGN DEPTH OF 1.5' - 2.5' FROM NOV. TO MAY. WASTEWATER MANHOLE (34) COURTNEY GRAVELLY SILTY CLAY LOAM Ln THIS SOIL HAS A SEASONAL HIGH WATER TABLE (� .: CURB INLET DEPTH OF 0.5' TO 1.5' FROM DEC. TO MAY CATCH BASIN POWER POLE WEMBFUD PROTECTION Z Z GUY WIRE AS ILLUSTRATED IN THE WELLHEAD O --« -« PROTECTION AREAS MAP, THIS SITE IS OUTSIDE '- STREET LIGHT THE ZONE OF CONCENTRATION (99 YR. TOT) U LU CONCRETE WATERCOURSES LJ.l Z ce NO WATERCOURSES OR RIPARIAN SETBACKS W O 1 GRAVEL DRIVEWAYARE LOCATED WITHIN OR NEAR THE PROJECT Q w SITE ACCORDING TO THE WATER QUALITY Ii z LIMITED WATERCOURSE MAP. BUILDING LU»»\ > ELEVATION DATUM ® < LL ELEVATIONS SHOWN HEREON ARE IN NAVD'88 Z ® V CONIFEROUS TREE AS MEASURED BY GPS UNLESS OTHERWISE — m N Z NOTED.CL ,d \ DECIDUOUS TREE Q0 Vi ��. \N xl "revisions: TREETO BE REMOVED NOTE � 2� 3 1. EXISTING SANITARY CONNECTION SHOWN �UG��Ue St61��a' BASED ON 1974 SEWER CONNECTION CARD, date: DEC. 23, 201 5 LOCATION NOT CONFIRMED IN THE FIELD. VIM drawn by: ARS designer: RC project - p ro� no: 15 0T2 EXISTING DEC 34 0 2015 CONDITIONS/ P1 DEMO PLAN GRAPHIC SCALE 20 0 10 20 40 sheet: IN FEET) 0 f I I I I I I I I EX. 7' SUB ELECTRIC EASEMENT (990R/7924397) I i I CONCRETE WALL 0 N goo 00 `_ F EX. CI 'I ELECTRIC CONNECTION i RIM=517.13 FL=513.58 6' CHAIN 4' CHAIN 3' CHAIN FL PER CITY ,;....... ,;>_ LINK LINK LINK 1 AS-BUILTS) N89'56'44"W 184.80, ;- A, PERF -184.80- -PERF.--RAIN GARDENT� EX. WW MH L _ PROPOSED 26' PVT _ .\ \y `h ; % _»* RIM=517.29 8- FL IN (N)=510.13 --------- -----JOINT USE ACCESS ---------------- _ '134.80' " ( 10 PROP. 20' : "k ca _ l 15" FL IN (E)=508.36 AND UTILITY' _, o i S C: +T A - PUBLIC - EX. 20 UBL r.,.....,.. ,...,,, ...,,,.,,.,, PAVING .,,� .....�.,�... ,,,....,,.,,, .,...,..,... ,...,.., d.W ..,,,�, ,c� - ,,,,..,,,,,,. , ..���.,.,,,., ,,,,,,,t.� = r ,..,�., 8 FL IN S 510.13 ... �;.,,, EASEMENT ..� �� _�.. _�,...o• {, I, a to 1.,,., \\�. .�. ,�> ; n ( ) SANITARY SEWER T I M vi _ [ 15 FL OUT (W)=508.36 EASEMENT {191 D/64294} - - - - - W_ _ - _ -7- - - - ,W - - - •84.80 -W - - - - - > ; (FL PER CITY AS-BUILTS) FN �, LOT 1 1) I LOT 3 i oo I TOTAL AREA: 7,572 SF I I 5,276 SF I I,3Al I 1 (FLAG AREA: 5,819 SF) ' o LOT 2 I I I TOTAL AREA: 6,259 SF I I f s� i,•; (FLAG AREA: 4,507 SF) o II I I= EX. 7' SUB ( I PROP. 7I II �-- ELECTRIC EASEMENT I I P.U.E. I i (1516R/8821546)nh 84.80 I II z t i , \+ i w t i ' ST 50.00.... S6.00- € 95.93 0 I LOT 4 ( o' i o t1 I: PROP. 5 PVT. 5 398 SF "�I I ' t: i- STORMWATER I I _ iI i... -j/. . EASEMENT = N P4< I 1 6'6CI6 LI&K ASSUMED APPROXIMATE LOCATION OF EX. 100 SF STORM DRAINAGE EASEMENT (335R/74401) I EX. CBI RIM=516.87 �Z II ic"! I 75.93 22 PROP. VARYINGIK j I WIDTH PVT a� �< .u., JOINT ACCESS. \ ,{ AND UTILITY 1(( EASEMENT I , I s� I I PROP. 20' I. 4 6492 MAIN ST. I RESIDENCE TO PAVING I'•; I.. REMAIN :II N � 7 7,168 SF it ts SEE NOTE 1. 28.34' e L_ `\% 1 75.93 \ \ FL OUT (N)=512.13 (FL PER CITY AS-BUILTS) 0o I LOT 6 5,510 SF+ I 2 IV < ' LPS. 90 WATT 13.500 LUMEN FIXTURE 88.87 I ( i ` if `o 36' PAVING `, II LOT 8t z �\ 6,010 SF C° n DUPLEX OPTIONAL I ;I if \• I3. it 10' PUBLIC SLOPE EASEMENT 335R 74401 ' PROP. 7'1 I t 2= �,�. \�.....1 ..., ..».,.....,...»...».. ...\\ ,. n., .. ........ .... .«..:^':<.,-•cam • ' � e o� ... < F°l �,\ i 83.87....- <.�., ,\ e ` ( 1» S89 56 44'� ` 184.80 .• ....... .......... .•.•....•.... . L. \... :� ^ « « �.. >` AREA 8 . .... DEDICATED .: r 4. .t: "+ Y :.r 8," � .�ti�f� ti € . ��N,i.=�LE» ..... ELECTRIC EX. 19' D/W EX. CB EX f 9' D/W CONNECTION TO REMAIN RIM=519.68 TO REMAIN I �- EX. WW MH TELEPHONE SERVICE: CONNECTION MAIN STREET c Y" WW-- TAX MAP 17-02-34-42, TAX LOT 4500 copyright © 2013 Branch Engineering, Inc. RIM=521.14 15" FL (E&W)=509.97 (RIM AND FL PER CITY AS-BUILTS) AAA NOTE 1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF FIELD LOCATION OF SURFACE FEATURES AND AS -BUILT DRAWINGS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OR DEPTH OF UNDERGROUND LINES. 2. THE ROOF DOWNSPOUTS ON THE EXISTING STRUCTURE EMPTY ONTO SPLASH PADS. J. ROOF DRAINS FOR LOTS 1, 2 AND 5 WILL BE PIPED TO THE RAIN GARDEN ON THE WEST SIDE OF THE PROPERTY AND THEN ENTER THE PUBLIC SYSTEM THROUGH THE EXISTING DITCH INLET TO THE SOUTH. ROOF DRAINS FOR LOTS 3, 4, 6 AND 8 WILL WEEP HOLE TO CURBS ALIGNED WITH THE DRIVEWAYS. DRIVEWAY AND WEEP HOLE LOCATIONS FOR LOTS 3, 4, 6 AND 8 WILL BE DETERMINED WITH BUILDING CONSTRUCTION. 4. SIDEWALK AND STREET TREE INSTALLATION ON 65th PLACE WILL BE DONE AT THE TIME OF HOME CONSTRUCTION ON THE ADJACENT LOT. 5. THE ADA RAMP AT THE NORTHWEST CORNER OF THE 65TH PLACE AND MAIN STREET INTERSECTION IS TO BE UPGRADED TO CURRENT ODOT STANDARDS AT THE TIME OF SIDEWALK CONSTRUCTION ALONG LOT 8. 6. TO IMPROVE MAINTENANCE, GRASSY SWALES MAY BE SUBSTITUTED FOR THE FOR THE RAIN GARDENS AT THE TIME OF CONSTRUCTION. 7. ALL UTILITY AND JOINT USE DRIVEWAY PAVING WILL BE INSTALLED PRIOR TO SELLING LOTS 1-6 OR 8 INTO SEPARATE OWNERSHIP. A DEED RESTRICTION WITH THIS REQUIREMENT WILL BE RECORDED AT THE TIME OF FINAL PLATTING. EXISTING PROP. 14' PRIVATE SITE PROPERTY LINE - - - -W- - -- - CURB r FENCE -PERF.- WASTEWATER EASEMENT ' _ W»»««..... » .«...«. WATER LINE v ,.,,....,.F=.,.,.,...,,. ..,,....,.,.., WASEWATER SEWER ® STORM WATER ,. .........«. E.....«....,.. »,,,,, ELECTRIC UNE :�:'1........... ............» TELEPHONE LINE -- TOP OF BANK TOE OF SLOPE li� LOT 5 I TOTAL AREA: 8,538 SF `.«_ 88.87 I EWE ` `_ I< WATER VALVE iQ WATER HYDRANT We (FLAG AREA: 6,655 SF) _ __ _ _ _ - __ _ I II _ Ex. WW MH CURB INLET W it GUY WIRE E-•---•-»---•• POWER POLE RIM -518 42 6'6CI6 LI&K ASSUMED APPROXIMATE LOCATION OF EX. 100 SF STORM DRAINAGE EASEMENT (335R/74401) I EX. CBI RIM=516.87 �Z II ic"! I 75.93 22 PROP. VARYINGIK j I WIDTH PVT a� �< .u., JOINT ACCESS. \ ,{ AND UTILITY 1(( EASEMENT I , I s� I I PROP. 20' I. 4 6492 MAIN ST. I RESIDENCE TO PAVING I'•; I.. REMAIN :II N � 7 7,168 SF it ts SEE NOTE 1. 28.34' e L_ `\% 1 75.93 \ \ FL OUT (N)=512.13 (FL PER CITY AS-BUILTS) 0o I LOT 6 5,510 SF+ I 2 IV < ' LPS. 90 WATT 13.500 LUMEN FIXTURE 88.87 I ( i ` if `o 36' PAVING `, II LOT 8t z �\ 6,010 SF C° n DUPLEX OPTIONAL I ;I if \• I3. it 10' PUBLIC SLOPE EASEMENT 335R 74401 ' PROP. 7'1 I t 2= �,�. \�.....1 ..., ..».,.....,...»...».. ...\\ ,. n., .. ........ .... .«..:^':<.,-•cam • ' � e o� ... < F°l �,\ i 83.87....- <.�., ,\ e ` ( 1» S89 56 44'� ` 184.80 .• ....... .......... .•.•....•.... . L. \... :� ^ « « �.. >` AREA 8 . .... DEDICATED .: r 4. .t: "+ Y :.r 8," � .�ti�f� ti € . ��N,i.=�LE» ..... ELECTRIC EX. 19' D/W EX. CB EX f 9' D/W CONNECTION TO REMAIN RIM=519.68 TO REMAIN I �- EX. WW MH TELEPHONE SERVICE: CONNECTION MAIN STREET c Y" WW-- TAX MAP 17-02-34-42, TAX LOT 4500 copyright © 2013 Branch Engineering, Inc. RIM=521.14 15" FL (E&W)=509.97 (RIM AND FL PER CITY AS-BUILTS) AAA NOTE 1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF FIELD LOCATION OF SURFACE FEATURES AND AS -BUILT DRAWINGS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OR DEPTH OF UNDERGROUND LINES. 2. THE ROOF DOWNSPOUTS ON THE EXISTING STRUCTURE EMPTY ONTO SPLASH PADS. J. ROOF DRAINS FOR LOTS 1, 2 AND 5 WILL BE PIPED TO THE RAIN GARDEN ON THE WEST SIDE OF THE PROPERTY AND THEN ENTER THE PUBLIC SYSTEM THROUGH THE EXISTING DITCH INLET TO THE SOUTH. ROOF DRAINS FOR LOTS 3, 4, 6 AND 8 WILL WEEP HOLE TO CURBS ALIGNED WITH THE DRIVEWAYS. DRIVEWAY AND WEEP HOLE LOCATIONS FOR LOTS 3, 4, 6 AND 8 WILL BE DETERMINED WITH BUILDING CONSTRUCTION. 4. SIDEWALK AND STREET TREE INSTALLATION ON 65th PLACE WILL BE DONE AT THE TIME OF HOME CONSTRUCTION ON THE ADJACENT LOT. 5. THE ADA RAMP AT THE NORTHWEST CORNER OF THE 65TH PLACE AND MAIN STREET INTERSECTION IS TO BE UPGRADED TO CURRENT ODOT STANDARDS AT THE TIME OF SIDEWALK CONSTRUCTION ALONG LOT 8. 6. TO IMPROVE MAINTENANCE, GRASSY SWALES MAY BE SUBSTITUTED FOR THE FOR THE RAIN GARDENS AT THE TIME OF CONSTRUCTION. 7. ALL UTILITY AND JOINT USE DRIVEWAY PAVING WILL BE INSTALLED PRIOR TO SELLING LOTS 1-6 OR 8 INTO SEPARATE OWNERSHIP. A DEED RESTRICTION WITH THIS REQUIREMENT WILL BE RECORDED AT THE TIME OF FINAL PLATTING. EXISTING SITE PROPERTY LINE - - - -W- - -- - CURB »,,x.............x...........•............. ,.......... FENCE -PERF.- EDGE OF AC PAVING _ W»»««..... » .«...«. WATER LINE v ,.,,....,.F=.,.,.,...,,. ..,,....,.,.., WASEWATER SEWER ® STORM WATER ,. .........«. E.....«....,.. »,,,,, ELECTRIC UNE :�:'1........... ............» TELEPHONE LINE -- TOP OF BANK TOE OF SLOPE \-� ELEVATION CONTOUR FLOW ARROW EWE WATER METER I< WATER VALVE iQ WATER HYDRANT We MAIL BOXES SIGN WASTEWATER MANHOLE CURB INLET CATCH BASIN GUY WIRE E-•---•-»---•• POWER POLE STREET- LIGHT CONCRETE LLJ GRAVEL DRIVEWAY • • ..... BUILDING h, { .• 0 e \ DECIDUOUS TREE PROPOSED NEW PROPERTY UNE - - - -W- - -- - WATER UNE -WW WASEWATER SEWER -PERF.- PERFORATED STORM PIPE ® DITCH INLET n CLEAN OUT ® ELECTRIC TRANSFORMER AC DRIVEWAY BUILDABLE AREA IEC 2015 1, ^^AGRAPHIC SCALE 20 Y9 0 10 20 40 1N FEET } B-'anch Mt I N E E R I N G.= Since 1977 civil - transportation structural - geotechnical SURVEYING .,,,-- ----------- --,,.,...,...««..................»..................«..«.....«, .« 310 5th Street Springfield, OR 97477 " p: 541.746.0637 www. Branch Engineering.com Springfield OR I Salem OR �&D PROF�ssi C$1N. o #69162PE� Renee Clough Digitally signed by Renee Clough Date: 2015.1221 15:5927 -08'00' OREGON FE C`Q0 EXPIRES: DECEMBER 30, 2015 proiect title: REGISTERED PROFESSIONAL LAND SURVEYOR Renee Clough Digitalty 5.12.2byR59:55- 8'W Date: 2015.1221 15:5955.08'00' OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES, December 30, 2015 UJ i Ln • • LLJ • • • ILL .� • La revisions: date: DEC. 23, 201 5 drawn by: ARS designer: RC project no: 15-072 LAND DIVISION TENTATIVE PLAN sheet: 2 of 2