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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/1/2018x 10 ,. SD " D SD . SD M _ SSDa_SD ".0" SDD SD SD SD SD _ SD e 5Drw SD .. aD I R STREET ._.... �__.._. WW I'm WW MV _ 456 _. a EXISTING FIRE I I HYDRANT 3 - LO N copyright © 2012 Branch Engineering, Inc. VICINITY MAP SCALE. 1`--1000' TAX MAP: 17-03-26-14, TAX LOT 2501 anch W"GIN EE RING.- Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.063 7 www. Branch Eng inee ring.com Springfield OR I Albany OR PR �`����� INO��ss% #69162PE Renee Clough Digitally signed by Renee Clough Date: 2018.08.01 10:41:44 -07'00' OREGON /�UARY FE C�0 EXPIRES: DECEMBER 30, 2019 project title: REGISTERED PROFESSIONAL LAND SURVEYOR Renee Clough DigitallysignedbyReneeClough Date:2018.08.01 M42:1111-07'00' OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIRES: December 30. 2019 z OWNER & APPLICANT: RIVER HOUSING LLC 7070 SW BAYLOR STREET CL PORTLAND, OR 97223 U ELEVATIONS BASED ON: Z ELEVATIONS SHOWN HERON ARE IN NAV9 88 AS MEASURED BY GPS UNLESS OTHERWISE NOTED. 0 SITE: 11 TH PL. AND R ST. 0.36 ACRES NOTES: 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS -BUILT DRAWINGS, AND W UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF 0 W UNDERGROUND UTILITIES. 2. PER THE USDA WEB SOIL SURVEY, THE ENTIRE SITE IS MALABON-URBAN LAND z COMPLEX (76). J. PER THE WELLHEAD PROTECTION W O AREAS MAP, THE SITE IS WITHIN THE 10 -YEAR TIME OF TRAVEL FOR Q ST. 4. PER FEMA FLOOD MAP 41039C > V 1134F SITE LOCATED OUTSIDE THE 500 YEAR W FLOODPLAIN. U Q rV-0 EASEMENTS: z Q o 1. EASEMENTS SHOWN ON THIS SHEET ARE EXISTING ® W 0 2. REEL 935 INSTRUMENT 7859152; GRANTED TO CITY OF SPRINGFIELD. 5' PUE U 'J W SCALE ALONG SOUTHERN PROPERTY BOUNDARY Q 3. REEL 1136 INSTRUMENT 8120772; GRANTED TO CITY OF SPRINGFIELD: 7' PUE _..I ILL 20 ALONG WESTERN PROPERTY BOUNDARY Z W d. ®10 UJ0 Z :Er) :■�• �— ILA dl LEGEND {E)USTING) revisions: ' EXISTING CURB •�jl- FIRE HYDRANT _SD —SD —SD SD H "w w STORM DRAIN LINE pQ WATER VALVE "WNV �� - �� - WASTEWATER LINE WASTEWATER MANHOLE W---- W 1' WATER LINE STORMWATER MANHOLE date: JULY 26, 2018 .__ _._. _....._._ ._._. __ .0 E UNDERGROUND ELECTRIC �,• CATCH BASIN (� (� \N drawn by: ARS STREET LIGHT - 90W LPS (LOW ` 1 � fl , designer: E BJ -- - --- -TES. — ---- -- TELEPHONE LINE PRESSURE SODIUM) MOUNTED AT 25' ON A WOOD POLE. 1� �n � �-j ,�/� � }� project no: 1 8-1 26 FENCE 1711TELEPHONE BOX W�� p ,/, 1 LQ, + r ! L EXISTING CONDITIONS TRANSFORMER SIDEWALK O� TWO DIRECTION TRAFFIC ARROW SIGN — — — — — — — — — — — — — EASEMENT ' sheet. _...._ ----------- �59 CONTOUR LINEof EVERGREEN TREE 3 00 a N rn "I �zl E WITHIN OUTSIDE . . . ........ PAVED AREA PAVED AREA ----------- --- -------------------- ------ ....... PAVING STRUCTURE COMPACTED NATIVE BACKFILL Q COMPACTED 314--0 CRUSHED ROCK J" MIN. BEDDING PIPE SIZE AND TYPE PER PLANS UNDISTURBED SUBGRADE 6 MIN. L6" MIN. UNDISTURBED SOIL PROVIDE TRACER WIRE AS REQUIRED PER LOCAL CODE. NOTE. AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS. SEPARATION BETWEEN ELECTRIC AND OTHER JOINT UTILITIES SHALL BE 12" OR GREATER. SEPARATION BETWEEN WATER AND OTHER UTILITIES SHALL BE 12" MINIMUM. GAS AND WATER SEPARATION SHALL BE 36" MINIMUM. DTYPICAL TRENCHING SCALE. N.T.S. 7" THICK CONCRETE PAVEMENT 3500 PSI FIELD STRENGTH AS SPECIFIED ------ - 1� ASPHALT CONCRETE 314 I- (314'�-0) AGGREGATE 6x6 NO.29 WIRE MESH (ASTM A-185) TYPICAL VALLEY GUTTER SCALE: N.T.S. NO PARKING SIGN SCALE.- N.T.S. 5' INSTALL PT 442 BES GRASSY SWALE NATIVE MIX AT ILB11000 SF OVERFLOW DRAW GEOTEXTILE FILTER FABRIC 4" SOLID OVERFLOW STORM DRAIN PIPE. RAINGARDEN SECTION SCALE.- N.T.S. CAST IRON FRAME AND COVERRISER 0. D. FINISHED GRADE ADJUST TOP TO MATCH FINISHED PLUS 1/2 MIN. GRADE 2" MIN. I -LL I M ZE zq -A PROVIDE 114- CLEARANCE tw BETWEEN CONCRETE PAD J4 HOOP CENTERED IN COMMERCIAL AND RISER PIPE. 2" GRADE CONCRETE PAD (WITHIN MIN. 4 MECHANICAL PLUG TRAFFIC AREAS ONLY) M COMPACT CRUSHEL TYPICAL CLEANOUT SCALE. N.TS. ASPHALT SLOPED TO 2' DRAW TO STORMWATER 6" DEPTH FACILITY. 6- FROM TOP NATIVE SOILS 12" GROWING MEDIUM IMPORTED LOAM OR AMENDED NATIVE SOILS 18" STORAGE AGGREGATE OTE. CASTING SHALL MEET HS20 LOAD REQUIREMENTS. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE. (4- MAX SIZE) ALL CONCRETE SHALL BE COMMERCIAL GRADE CONCRETE. PROVIDE TRACER WIRE AS REQUIRED BY LOCAL CODE. BEDDING (SEE TYPICAL TRENCH DETAIL) UNDISTURBED SUBGRADE GROUNDCOVERS 100% GRASSES RAINGARDEN 2' WIDE VALLEY GUTTER 20' PAVING 8" THICK 1"-0 COMPACTED CRUSHED ROCK 21% 3- LEVEL 2, 1/2" DENSE GRADED HMAC COMPACTED CRUSHED ROCK DRIVEWAY SECTIONS SCALE. N.T.S. - ----- 2, 112" DENSE GRADED HMAC 'Al S, 0 1 EpTanch C ENGINEERING 't Since 1977 civil transportation structural • geotechnical SURVEYING 3 10 5th Street Springfield, OR 97477 p: 541.746.0637 - - - - -------------- ------ www.BranchEngineering.com Springfield OR I Albany OR �&lo PR #69162PE Digitally signed by Renee Clough Renee CloughDate: 2018.08.0110:42:56-07'00' OREGON 9/LUQ D 'y C\ - EXPIRES: DECEMBER 30, 2019 project title: REGISTERED PROFESSIONAL LAND SURVEYOR Renee CloughDigitally signed by Renee Clough (),,,., 2018.08.01 10:43:16 -07'00' OREGON — NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES: December 30, 2019 PT 442 ILB11000 PRO TIME 442 BES SWALE MIX SEED SF FT GRASSY SWALE MIX RAINGARDEN 2' WIDE VALLEY GUTTER 20' PAVING 8" THICK 1"-0 COMPACTED CRUSHED ROCK 21% 3- LEVEL 2, 1/2" DENSE GRADED HMAC COMPACTED CRUSHED ROCK DRIVEWAY SECTIONS SCALE. N.T.S. - ----- 2, 112" DENSE GRADED HMAC 'Al S, 0 1 EpTanch C ENGINEERING 't Since 1977 civil transportation structural • geotechnical SURVEYING 3 10 5th Street Springfield, OR 97477 p: 541.746.0637 - - - - -------------- ------ www.BranchEngineering.com Springfield OR I Albany OR �&lo PR #69162PE Digitally signed by Renee Clough Renee CloughDate: 2018.08.0110:42:56-07'00' OREGON 9/LUQ D 'y C\ - EXPIRES: DECEMBER 30, 2019 project title: REGISTERED PROFESSIONAL LAND SURVEYOR Renee CloughDigitally signed by Renee Clough (),,,., 2018.08.01 10:43:16 -07'00' OREGON — NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES: December 30, 2019 revisions: date: JULY 26, 2018 drawn by: E BJ designer: RC project no: 18-126 sheet: dk revisions: date: JULY 26, 2018 drawn by: E BJ designer: RC project no: 18-126 sheet: