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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/21/2018Cl RIM=478.65 12" IN (SE) FL=473.41 15" OUT (NW) FL=475.18 EXISTING DETENTION POND 15" CULVERT FL=475.00 15" CULVERT FL=472.65 CI RIM=478.58 12" IN (NW) FL=473. 12" OUT (SE) FL=47, WW MH RIM=478.53 ' w'" a ✓ � 'sf w a �v w44, w w r 1 w w1f NATE CESS w iEMENT w tf CB } RIM=477.18 f 12" (NE) FL=475.73 zF co co Lu 00 OD Cry OD w w\? EXISTING BIOSWALE GRAPHIC SCALE 0 tp� sr 30 0 15 30 60 60 i ( IN FEET ) 0, ; t� 1 i e OHI'✓ - Line -- LEGEND (EXISTING Table CONCRETE CURB Line # Length 1278.89 Direction Ll EDGE OF ASPHALT N41* 39' 29 "W L3 159.46 S48' 19' 25"W L2 255.05 N48' 20' 31 "E L4 360-89 S41 ° 39' 29 "E L5 56.88 S44° 32' 43"E L6 23.05 SO' 01' 09"W L7 23.24 S48' 15' 36"W L8 169.11 N72' 22' 38"W L9 54.20 N56' 27' 48"W L10 44.95 SO* 02' 29"W L11 15.86 S48° 21' 51 "W L 12 62.88 N84' 59' 33 "W L13 39.67 S5° 00' 27"W L 14 667.03 N84' 59' 33"W L 15 337.68 N5° 23' 32"E LEGEND (EXISTING Curve Table CONCRETE CURB Curve # Length Radius EDGE OF ASPHALT Delta C1 288.89 590.84 28° 00' 54" C3 38.83 286.48 7 45' 58" C4 195.27 703.05 15° 54' 49" C5 23.84 570.84 2' 23' 34" C2 85.88 535.00 9° 11' 49" C7 128.53 535.00 13' 45' 52" C6 52.44 246.46 12' 11' 26" LEGEND (EXISTING +"",,..✓" 'Y"• ..O "` 7 \ w W ` - y �t j it ,� \ `?, \ 485 v3 i/ ' •w w F OD STORM DRAIN WASTEWATER MANHOLE UTILITY POLE c' \ \ ,I '`` `' » • � EXISTING STREET TREE EXISTING STREETLIGHT EXISTING POWER VAULT � (10.00 PRIVATE \ EXISTING BUILDING < C8EA OUT �'', CULVERK Y ' ; STORM DRAINAGE M .6 FL=478.71 .. ', EASEMENT) - `fes �-„� Z �` ` - ,,.,::,,,r/'' .,. ! . . ., : • .. • ' �`� �1 E:' EXISTING GRAVEL AREA IN, � ?� ..,� ;1'�...�• + • , ` ' ,. �, '� ��• �\ ;.%:�'''-: w•. EXISTING CONCRETE AREA WETLAND EASEMENT AREA CB N RIM=486.24 \ I : ( „ „ r �� 12" CULVERT 6" OUT E FL=484.66 \ e°. \ CULVERT - : ., FL =475.00 ACCESS EASEMENT AREA () �` \ FL=477.62 v w BIOSWALE .r' 7 CLEANOUT j IN w W RIM 484.36 �` � .,� �` • F� '_ ; � .. " • ..' .' ., . . � ` \ { F ° OUTFALL Y - » 10.00' P.U.E. 1 °� .FL=478.74 N. ) WW MH t 1 RIM=484.25 8" IN (SE) FL=475.87 '_ ``-�•. .y ' �.,, r • •., • .�„�': ' .. • ... .. •• .. . '. t 0 8 IN (SW) FL=475.97 CB r J 8" OUT (NW) FL=475.85 RIM=482.82 pp I 10" IN W FL=481.05 t CB () IST " EXISTING 'r t RIM -487.06 10 OUT (N) ®� ' ' : :' :: .. :: w BIOSWALE f n ,cit 1, _ -- _m._ .... _..__ FL=479.32 �E)SD _ \ �a , .. r, �} p (�� �/' CLEAN OUT \ ` \ �y \ V V1 t l V Y��ii RIM=188.1 4 CB _ J RIM -482.38 , i 10 IN (S) FL=480.88 � �. _.w,....��, . • ,� •. •. ,, .. .. \ t) 10" OUT (N) FL=480.68 �, \ IN, OD Co EFFLUENT EASEMENT \ °°' �r`�, .... �\ _ 48,5 6" CULVERT `4 hly� ✓ .. \ w w t FL=478.00 »w1b CBcS RIM=482.48 (10.00' PU UTILITY 10" OUT (N) FL=480.78 Y .,„ EASEME'ff) CB WW MH RIM -482.78 o � i' c? RIM=483.24 1� -» ""` �» 1 10" OUT (E) CB _ _ 8" IN (N) FL=477,33 '" » ^� .�, ^FL=481.02 (10.00' PUBLIC uTIL " RIM=486.60 f -•-(10.00' ) 8 IN (E) FL=477.31 f - EASEMENT w 0" _ W) FL -477.16 O " 1OUT (N) � PUE) _�_...,.....___ �, 8' OUT (_ 8 FL=484.86 °» ....,, ` ..� ,✓© �3 CB j r' 10.00 PRIVATE +•..® RIM=484.65 ° WASTEWATER EASEMENT " I $ PRIVATE 10 IN (S) FL=482.77 I -484 ACCESS zz 10" OUT (N) FL=482.75 j f.' , �" �-" "" 4- EASEMENT o 485 L it J CLEAN OUT 20' PRIVATE DRAINAGE _ N RIM=485.17 EASEMENT L 14 -- I/7�=M :15� "'» 10' PVT STORM FC=479.20 �' , DRAINAGE EASEMENT P.U.E.,...^° � ,� .•»-, ,.,, ., 8" IN (SE) FL=479.27 \ ' E)SD-E}} �`�' 8" OUT (W) FL 479.14 \ »» „y,,,y, „4. - _ (20.00' P.U.E.) a Cti a CU 'El"GINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng ineering.com Springfield OR I Albany OR PRP 1NF #62,80PE Digi a y signed by Damien I ert D 18.12.2108:07:18- ' O OF EGN Q ✓G� Y 13 9�"6N G\ EXPIRES: 1EXPIRES: JUNE 30, 2019 project title: PROPERTY LINE CONCRETE CURB - - EDGE OF GRAVEL EDGE OF ASPHALT - SWALE TOP OF BANK - • - • - • - SWALE BOTTOM FENCE -t�»--t� -- STORM LINE -« -- -WW WASTEWATER LINE - - -OHW- -- - OVERHEAD ELECTRIC WIRE 4.85 CONTOUR --- --- - -- ---- ---- EASEMENTS ® CATCH BASIN +"",,..✓" 'Y"• ..O "` 7 \ w W ` - y �t j it ,� \ `?, \ 485 v3 i/ ' •w w F OD STORM DRAIN WASTEWATER MANHOLE UTILITY POLE c' \ \ ,I '`` `' » • � EXISTING STREET TREE EXISTING STREETLIGHT EXISTING POWER VAULT � (10.00 PRIVATE \ EXISTING BUILDING < C8EA OUT �'', CULVERK Y ' ; STORM DRAINAGE M .6 FL=478.71 .. ', EASEMENT) - `fes �-„� Z �` ` - ,,.,::,,,r/'' .,. ! . . ., : • .. • ' �`� �1 E:' EXISTING GRAVEL AREA IN, � ?� ..,� ;1'�...�• + • , ` ' ,. �, '� ��• �\ ;.%:�'''-: w•. EXISTING CONCRETE AREA WETLAND EASEMENT AREA CB N RIM=486.24 \ I : ( „ „ r �� 12" CULVERT 6" OUT E FL=484.66 \ e°. \ CULVERT - : ., FL =475.00 ACCESS EASEMENT AREA () �` \ FL=477.62 v w BIOSWALE .r' 7 CLEANOUT j IN w W RIM 484.36 �` � .,� �` • F� '_ ; � .. " • ..' .' ., . . � ` \ { F ° OUTFALL Y - » 10.00' P.U.E. 1 °� .FL=478.74 N. ) WW MH t 1 RIM=484.25 8" IN (SE) FL=475.87 '_ ``-�•. .y ' �.,, r • •., • .�„�': ' .. • ... .. •• .. . '. t 0 8 IN (SW) FL=475.97 CB r J 8" OUT (NW) FL=475.85 RIM=482.82 pp I 10" IN W FL=481.05 t CB () IST " EXISTING 'r t RIM -487.06 10 OUT (N) ®� ' ' : :' :: .. :: w BIOSWALE f n ,cit 1, _ -- _m._ .... _..__ FL=479.32 �E)SD _ \ �a , .. r, �} p (�� �/' CLEAN OUT \ ` \ �y \ V V1 t l V Y��ii RIM=188.1 4 CB _ J RIM -482.38 , i 10 IN (S) FL=480.88 � �. _.w,....��, . • ,� •. •. ,, .. .. \ t) 10" OUT (N) FL=480.68 �, \ IN, OD Co EFFLUENT EASEMENT \ °°' �r`�, .... �\ _ 48,5 6" CULVERT `4 hly� ✓ .. \ w w t FL=478.00 »w1b CBcS RIM=482.48 (10.00' PU UTILITY 10" OUT (N) FL=480.78 Y .,„ EASEME'ff) CB WW MH RIM -482.78 o � i' c? RIM=483.24 1� -» ""` �» 1 10" OUT (E) CB _ _ 8" IN (N) FL=477,33 '" » ^� .�, ^FL=481.02 (10.00' PUBLIC uTIL " RIM=486.60 f -•-(10.00' ) 8 IN (E) FL=477.31 f - EASEMENT w 0" _ W) FL -477.16 O " 1OUT (N) � PUE) _�_...,.....___ �, 8' OUT (_ 8 FL=484.86 °» ....,, ` ..� ,✓© �3 CB j r' 10.00 PRIVATE +•..® RIM=484.65 ° WASTEWATER EASEMENT " I $ PRIVATE 10 IN (S) FL=482.77 I -484 ACCESS zz 10" OUT (N) FL=482.75 j f.' , �" �-" "" 4- EASEMENT o 485 L it J CLEAN OUT 20' PRIVATE DRAINAGE _ N RIM=485.17 EASEMENT L 14 -- I/7�=M :15� "'» 10' PVT STORM FC=479.20 �' , DRAINAGE EASEMENT P.U.E.,...^° � ,� .•»-, ,.,, ., 8" IN (SE) FL=479.27 \ ' E)SD-E}} �`�' 8" OUT (W) FL 479.14 \ »» „y,,,y, „4. - _ (20.00' P.U.E.) a Cti a CU 'El"GINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng ineering.com Springfield OR I Albany OR PRP 1NF #62,80PE Digi a y signed by Damien I ert D 18.12.2108:07:18- ' O OF EGN Q ✓G� Y 13 9�"6N G\ EXPIRES: 1EXPIRES: JUNE 30, 2019 project title: revisions: date: DECEMBER 20, 2018 drawn by: SMH/CM designer: EB project no: 13-256 sheet: LU • CL C' • • • UJ LL 0 UJ z V) z '/ Ln 00 F- La revisions: date: DECEMBER 20, 2018 drawn by: SMH/CM designer: EB project no: 13-256 sheet: x v a v m 0 N 0 N N