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HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/9/2022 (2)Ell InRR� a 1 4U�J 401 475.00 I "•o' Q.y _ 211 :• • W W W W W W� W W W W W W W W W W W W W �r 410W W W W W W W W W W .1511 W W W W W W W W W W W W W W W W W W M1 {t / �j a'b' W W W W W W W W W W W W W W W W 406 W W W W W W W W W W W W W W W W W W W W W W W W W W W W 403 ____ - W W W W W W W W W W W W W W W W W W W• -- --- I 'A 4•s W W W W W W W W W W W W W W W W W W W/ b$ ____ --__. A lit)�I b• a a a a a a a y y y y y y y y y y y y '.4' W W W W W W Y W W W W\ V' W W W W/4 W / 47S.00 475.00 W W W W W W W W W W/W W I � PIT. 'd W W W W W W W W W W W W W W W W W W W W _-1-_ 401 � 1 ' 402 A- /O7 --- - BA F( W W W W W W W /W W W W W W W W W W W Y ----- I W W W • W W W W W W W W W W W W W W W W W W -}} C` 4• Y ----� /W y W W W W W W W W W W W W W W W W W W W W W W W . . W W W W W W W W W W W -� __- 1 W W W W W W W W W W W W W -------- ----- !��'iij�/� I 1 "- W W W W W W \ W W W W W W W W W W W W� ---- ♦1 I � � I � • W W W W W W W\\ W W W W W W W W W W === == =x ' 4O2 W W W W W W W W `t\ W W W W W W W W W - ¢� I 1+, 475.00 4400 W W W W W W W W W . W W W W W W W W I —I \\1%\�\/Iy� \ .' W W W W W W W W W W W\ W W .4 JIB'—W W W - � W W W W W =11 TOP EU --------- \ \ \ •:a Y J' J' J' J' J' J' N N N N N N N N W W W W _� I}- _____ _ 409 �_ W W W W W W W W W W W W W W W W W IIIIIrW d W W W W W 7. _ _ -------------- _ ___ ___ ___ __ ____----__ � 6' 6' PAVING PER PLAN DENSE GRADED HMAC 3" PEA PAWNC PER PLAN ' ••"• 3/4'-(0) CRUSHED ROCK, EL: 440.00 GRAVEL GAP Z.t g✓-' SUBGRADE PLANTER WALL 3 EL 439.00 70P OF ROCK e • • :,a. ..; • STORAGE EL: 472.00' PLIN4ER WALL N 4" SCE 11 PERF PIPE II Il_ ENCASED WITH 4' OF STONER F� GEOTEX77LE FABRIC 12 3/4' OPEN CRUSHED ROP SIAL ^� 24' 1-Y,' - %i ROCK, WRAPPED IN OPEN GRADED CE07DMLE FABRIC. . AGGREGATE BOTTOM OF ROCK STORAGE EL 470.00' PVI PT:24" TO OPEN GRADED�tl \ i,///\\//i\'\ 4' PERFORATED PIPE NOT OVERROW SIRUCNRE AGGREGATE COMPACTED SUBGRADE UNDERDRNN. CONNECT TO ALTERNATIVE TO FRENCH DRAIN MAY BE EZ -FLOW MANUFACTURED OVERFLOW STRUCTURE PRODUCT. SUBMR PRODUCT FOR APPROVAL OPLANTER, SECTION A -A SCALE N.T.S. copyrightO 2013 Branch Engineering, Inc. OROCK STORAGE, SECTION B -B SCALE: N.T.S. OFRENCH DRAIN SCALE: N.T.S. CONSTRUCTION NOTES: 401 STORMWATER PLANTER PER DETAIL 1 402 OVERFLOW DITCH INLET. 403 DRAIN ROCK SECTION 1401 x 27'W x 2'D. SEE DETAIL 2 404 4" STORMWATER PIPE 405 LEVEL SPREADER PER DETAIL 4 406 4" PERFORATED PIPE IN ROCK DRAINAGE 407 FRENCH DRAIN PER DETAIL 3 408 RIPRAP OUTFALL PROTECTION GRAPHIC SCALE 20 0 10 20 40 4pg CONNECT FRENCH DRAIN TO LEVEL SPREADER IN FEET ) 410 ROOF DOWNSPOUT LEGEND EXISTING 3:1 MAX SLOPE BETWEEN ROCK AND CATCH POINT CLEAN (5R FINES) 2 1/2"-1" WASHED ROCK 4" STORM - CONNECT INLET PIPE TO 8' PERF. PIPE ALONG BOTTOM OF LEVEL SPREADER OLEVEL SPREADER SCALE N.T.S. PROPOSED PROPERTY LINE 100 ELEVATION CONTOUR FENCE X ------- SD— EDGE OF PAVEMENT —sz--\� —(E)SD— STORMWATER LINE —(E)WW— WASTEWATER LINE (E)OHW OVERHEAD WIRES —(E)G— NATURAL GAS LINE — — SANITARY SEWER EASEMENT ® STORM MANHOLE © WASTEWATER MANHOLE .0w POWER POLE L TRANSFORMER IwM WATER METER D4 WATER VALVE LIGHT POLE FIRE HYDRANT Q TELEPHONE RISER k, UNKNOWN VAULT LANDSCAPING UNKNOWN UTILITY BOX E) GAS VALVE ROCK STORAGE SIGN STORM PLANTER CONCRETE 0 3:1 MAX SLOPE BETWEEN ROCK AND CATCH POINT CLEAN (5R FINES) 2 1/2"-1" WASHED ROCK 4" STORM - CONNECT INLET PIPE TO 8' PERF. PIPE ALONG BOTTOM OF LEVEL SPREADER OLEVEL SPREADER SCALE N.T.S. PROPOSED 18" D.C. 100 ELEVATION CONTOUR EDGE OF PAVEMENT 2' x 6' CEDAR ------- SD— STORMWATER LINE — PERF— PERFORATED PIPE ROCK AND CATCH POINT WASTEWATER LINE GVW— W WATER UNE FIRE UNE W DUAL CHAMBER CATCH BASIN • SURFACE DRAIN ® WATER METER w DOUBLE CHECK ASSEMBLY VAULT ^ CLEAN OUT O ROOF DOWNSPOUT LIGHT POLE O CONCRETE 0 LANDSCAPING 0 W ROCK STORAGE STORM PLANTER 2' GRADE 18" D.C. BOARD NOTCHES 2" 2' x 6' CEDAR 2' GRADE BOARD 3:1 MAX SLOPE BETWEEN ROCK AND CATCH POINT ELEV� 474.30' TURF REINFORCEMENT /MATTING 3' MIN. FASTEN GRADE BOARD TO EVERY SUPPORT POST WITH (2) 4" 0, 4" SIMPSON SDS SCREWS ENSURE WASH ROCK IS INSTALLED UNDERNEATH GRADE BOARD TO PROVIDE FULL SUPPORT 47X4' CEDAR SUPPORT POST. 1' MIN. EMBEDDED OR AS NEEDED TO SUPPORT GRADE BOARD. LAND USE SUBMITTAL. NOT FOR BUILDING PERMIT Nanch ENGINEERING= Since 1977 civil b transportation structural b geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Engi neeri ng.coin #79232PE 'P \_� Naman 1J.n SIGNED OREGON = °FC. t Lj� �qN PATj�� EXPIRES: DECEHBER 31, 2022 project title: revisions date. OCT. 14, 2022 drawn by: KJS designer: NP project no: 22-226 UTILITY PLAN sheet W Q W z O `u O WO W \ W V) W Z iIII.-= W o u z N m (1 V) revisions date. OCT. 14, 2022 drawn by: KJS designer: NP project no: 22-226 UTILITY PLAN sheet