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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/10/2017WW MH - RIM=449.72 8" FL IN (S)=443.01 8" FL IN (W)=442.92 8" FL IN (N)=443.14 S- 8" WW W -8" Ww-? 8" FL OUT (E)=442.97 S STREET I 1 Ozp SD MH G ( I RIM=450.13 10" FL IN (SW)=445.20 12" FL IN (S)=445.17 10" FL IN (SE)=445.15 12" FL OUT (E)=445.00 6' WOOD G°� 449.92 TFC 1 FENCE a , 01 °� G 43 v S69053'49'1 151.55 WW MH 6' WOOD x 450 _ GOI RIM=449.77 t ` 8" FL IN (S)=443.40 FENCE x �g°� RIM=450.15 '�C, 8" FL OUT (N)=443.39 F4 � bOu ti`s �'� WW MH t� k e' RIM=450.20 X X 8" FL IN (S)=440.92 8" FL IN (W)=440.93 12" FL OUT (N)=440.74 EX. 30.00 JOINT USE kQ ACCESS EASEMENT ( ti� ro4e 6' WOOD FENCE (TO BE REMOVED) i 1 I 1 N89'57'36"E 123.39 4 Ri kkg• I � , , I � r aux o a z S S .I Q , o cam- --8" WW- - -m EX. �5.00 PUEI l co x G DOC #8044652 00 Q, s � �' D� G, EXIST. RESIDENCE --I•g � �- W-�'� � I-® TO REMAIN 1983 2ND ST. � 6 I g WW W } 00� 1.75 S89'57'37 99.74 d� m q �,0 I I I � 5 0 60' R/W 00 30' PAVING X04' oPg 1145a GRAVE «a ED SD MH �4G � i RIM=449.44 - j I 12 FL IN (W)-445.96 �tl kkg k I I 12" FL IN (S)=445.95 I I j 12 FL OUT (E)=445.91 p N89'5937NW 99.82 X12" ST � n� 12" ST -t �8" W$'-- - E W. I Q� I x WW MH E RIM=449.54 8" FL IN (S)=441.32 8 FL IN (W)=441.56 f g' OO Q f gA O y Qsp 8" FL OUT (N)=441.31` I kkg' 4e kk°'' kkg' I I I I kkg�6 X x x 1111,�4o I •l Ikg --YVW- __ -WW_ � g U x x IG 1� k4e �°� Dp�of k0o• CL X I ;� -� �' � kk0• kkg4 x WW MH k RIM=448.94 8" FL IN (S)=441.78 Cl i9 0 x p5°• t1b"i x 01 0 00° x 6 0°0 0 k"b°• {2) 10" FL OUT (S)=444.01 'K '(1 I G Q i 6° `sa A k0°-12" ST - X --i sr 53 q 1 i Xk Com 40 --------- RIM=450.15 (2) 10" FL IN (N)=443.9 k0o 12" FL OUT (E)=445.47 I CB r 4aGO D w RIM=449.75 1 -WW 12" FL OUT (NW)=445.45 VALLEY GUTTER o• � # I •^ c, EX. 15.00 PUE G k0°' ficG -.�--DDC #8044653 I 0 G O x ((TO BE VACATED) 0� OVOOH G OZ. 01111 x J'o`y x C�> x 11�, L ----------------- ---- EX 5.00 PUEj. OO DOC #8044651 i�ix k0 I UNDERLYING PARCEL LINE00�IG w ( D/W VALLEY GUTTER NOT SHOWN ON TAX MAP k Og W Oh � � yo• I I � 1 x k0 k0° 10",k I co� C,J� o �o �IIC11)i o k0 • i� I I I /k0 • � ��O x �y� �X I it PROPERTY BOUNDARY TAX LOT x x SANITARY SEWER LINE I�4Go I I - - -S' - -- STORMWATER LINE ----- -------------------- 1 - -UNDERLYING GAS LINE , .L 50' R/W OVERHEAD WIRES - BOTTOM OF DITCH - - kzc�••-- 453 32' PAVING X--- FENCE PARCEL LINE 1 NOT SHOWN ON TAX MAP LIGHT POLE I DECIDUOUS TREE G }` rr EVERGREEN TREE 000 N-1 AREA DRAIN Ik0 O'` k0 k0 o CATCH BASIN G° I SANITARY SEWER MANHOLE G X1 x x x CLEAN OUT UL' FINK TRANSFORMER ® COMMUNICATION RISER I 1 Ohl WATER VALVE 1 WATER METER FIRE HYDRANT CONCRETE 25.00 150.00 Co 000 0 k R.O.W. PAVERS SPOT ELEVATION x OCG kg0 x {k�°6 x 6� oG� IUB kh�p� ( C CD Q0 10 TOP FACE OF CURB . x ELEVATION X40 rev I 1 x TOP FACE OF CURB CUT .' ti kk x x g©o 01 kk0 x x x x G 0 G° GO* WW 50 ti 0`ti " 00 't� (0 6 I 1 .0'� p0'xn SAN Mh 00 O�0 k�0�,•0�� k0�• I k x RIM=451.27 k0 x x h0 I ( 8 FL. IN (S) = 445.37 x II 1 P4G 8" FL. OUT (N) = 445.29 klb J f a WEST 25.00. k k0°6 k0°1 x x x a, R � MH 1.72 O� 12" FL. IN (S) = 446?21 x i X k0 12" FL. OUT (N) = 446.23 k00� 0�x x ^ , 04 0 I r�gQ f x iST'5r r r x x x X x = 450 k0°� (,iuT - � ^.�uT N 8" FL IN (W)=441.82 I ( 0� kgs' 00� g� g� 6 I 9---1• j 411 8" FL OUT (N)=441.77 1 x kk x k x k-_____`� x kk x kk x L h N RIM=449.24 h, W �4G I J -_ ' �8 - �Y fig• 00 I k t s 12" FL OUT (S)=445.41 �Q P; -443 X x ix I SD MH o RIM=448.81 t "-- 12" FL IN (N)=445.55 - 589'5942"E 299.47= = 448- I �4 v 12" FL IN (NW)=445.61 a, $ I �Ft' p " ---447 - 448- " _`_- = I k0° i 12" FL OUT (S)=445.53 1 1� # •� G �_ 448 449 449 ( X I �0� 450- `25' PUBLIC ROAD - ._-- ' - ' 450_ o SD MH 18" ST `--- i RIM=448.93 4G 12" FL IN (N)=445.51 I I �g� a �' , 18" CMP 25.00 36 CMP vs 18" FL IN (E)=445.55 I J� FL IN (E)= 445.78 R.O.W. FL OUT = 447.03 21" FL OUT (S)=445.250 G4 J i C/ Opo (} RIM=448.74 ti a X01 X40 0°30 COULD NOT ACCESS a � �` 0� 1 6 FOR FLOW LINES N kg• ; TAX MAP 17-03-26-24, TAX LOT 601, 602, 700, 701, 702, 801 & 900 N GEN it PROPERTY BOUNDARY TAX LOT EDGE OF AC PAVING - - -ww- - - SANITARY SEWER LINE - - -w- - - WATER LINE - - -S' - -- STORMWATER LINE GAS LINE -- -OHW- - - - OVERHEAD WIRES - BOTTOM OF DITCH - - TOP OF BANK 453 CONTOUR LINE X--- FENCE EDGE OF BLACKBERRIES LIGHT POLE POWER POLE DECIDUOUS TREE DO }` rr EVERGREEN TREE BUILDING SIGN AREA DRAIN CURB INLET CATCH BASIN SANITARY SEWER MANHOLE STORMWATER MANHOLE CLEAN OUT UL' FINK TRANSFORMER ® COMMUNICATION RISER FT1 TELEPHONE RISER Ohl WATER VALVE El OR ® WATER METER FIRE HYDRANT CONCRETE GRAVEL { PAVERS SPOT ELEVATION x OCG 6� CONCRETE ELEVATION k0°• X G C CD Q0 10 TOP FACE OF CURB Ln ELEVATION X40 6� k°o TOP FACE OF CURB CUT .' ELEVATION x D/W DRIVEWAY TL TAX LOT NOTES: 1. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY MAY DISCLOSE. 2. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND AND UTILITY LOCATE MARKS. NO CERTIFICATION 1S MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. LEGEND ' FIRE HYDRANT BUS STOP VICINITY SCALE. 1 "=1000' ZONING MDR - MEDIUM DENSITY RESIDENTIAL HDR - HIGH DENSITY RESIDENTIAL TRO PIAN DESIGNATION MDR - MEDIUM DENSITY RESIDENTIAL HDR - HIGH DENSITY RESIDENTIAL EUSTING USES VACANT FLOODP FLOOD AI' BASED ON FLOOD INSURANCE RATE MAP NO. 41039C 1134 F, EFFECTIVE DATE. JUNE 2 1999, THIS PROPERTY IS OUTSIDE THE 500 YEAR FLOOD PLAIN. SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOILS ARE. (76) k4LA8ON-URB4N LAND COMPLEX THIS SOIL HAS A SEASONAL HIGH WATER TABLE DEPTH OF >6: (119) SALEM -URBAN LAND COMPLEX THIS SOIL HAS A SEASONAL HIGH WATER TABLE DEPTH OF >6'. WELLREAD PROTECTION AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS MAP, THIS SITE IS WITHIN THE 20 YEAR TIME OF TRAVEL FROM THE "Q ST" WELL. ATERCOURSES ACCORDING TO THE WATER QUALITY LIMITED WATERCOURSE MAP THERE ARE NO WATER QUALITY LIMITED WATER COURSES ON OR NEAR THE SITE. ELEVATION DA ELEVATIONS SHOWN HEREON ARE IN NAVD'88 AS MEASURED BY GPS UNLESS OTHERWISE NOTED. COY g t63 1V Date Received JAN 10 2017 odglnal Subditf GRAPHIC SCALE 30 0 15 30 60 IN FEET MG I N E E R1 N G-= Since I977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng inee ring.com Springfield OR i Salem OR PROFFssi �IIiT�+ 02 #69162PE ReneeRcnce dour Clough �so'osar OREGON v4 Qb GARY t0.2� EXPIRES: DECEMBER 30, 2017 project title: date: JAN. S, 2017 drawn by: ARS designer: DAN project no: 14.299 sheet: EXISTING it • .f r .r rr LU < 0, C CD Q0 Ln Z .' z -.1 0 < �` • i r� Lij Or- InnoLu s • • J , •LU ., 0 • ; < ,. date: JAN. S, 2017 drawn by: ARS designer: DAN project no: 14.299 sheet: EXISTING Y 2 z M CL OD M h N a `t rn N i z W i N N a L i N 3 0 U i N m 6 to m to0 0 N O I 0 Krw- 4 --- — — �1-8" w' - ranch f WW W -8" WW—?E'NG IN E E R I NG.- � since 1977 S STREET civil - transportation structural - geotechnical SURVEYING 310 5th Street Springfield, OR 97477 ' p: 541.746.0637 www.BranchEngineering.com f Springfield OR I Salem OR LEEN I EXISTING PROPOSED REGISTERED e ( I PROPERTY BOUNDARY NEW PROPERTY LINE o PROFESSIONAL 00I TAX LOT LA SURVEYOR S89'53'49't 151.55 ( I 1 EDGE OF AC PAVING D% — -V✓W- — — SANITARY SEWER LINE oQo1P�0 450 } s — v —w- - - WATER LINEDaniel Nelson I I ___ -ST— STORMWATER LINE OREGON Q P 0 0 GAS LINE MAY 12, 2011 f `'�y,P� PI • I f 12" sr— - - -OHW - OVERHEAD WIRES DANIEL ADAM NELSON i � --. - BOTTOM OF DITCH 84832PLS _ — — — — — — — — — TOP OF BANK EXPIRES: December 31, 2018 d--453— CONTOUR LINE x FENCE project title: f ( f EDGE OF BLACKBERRIES o o i LIGHT POLE EX. 30.00 JOINT USE tri ACCESS EASEMENT — i WW (TO BE REMOVED) POWER POLE 01 CaI f f f N89°57'36"E 123 39 f ILU ' DECIDUOUS TREE j } WV . -- 81' 43' � EX. 15.00 PUE DOC J8044653 f - EVERGREEN TREE 00 PR P. 1 .00 I (TO BE VACATED) �g0 ( BUILDING P!) V '— PT. UTILITY f EASEMENT I I I I I` f PARCEL 1 ( I f ► �� SIGN P. -- EX. —� 5.00 PUE 7,792 SF I - W f — AREA DRAIN rN DDC #8044652 14 EX. 5.00 PUE �I T f - a CURB INLET DOC #$044651 L iC I , { ®LLJ a, ¢ N I CATCH BASIN UJ f I i � oQ��P��' SANITARY SEWER MANHOLE Un e�o0 "$! PARCEL 2 I A 46,360 SF T RWAT f ER MANHOLE CLEANOUT LIC FINK 3: i\ 15.71 TRANSFORMER 'a # b f ( �"' ® COMMUNICATION RISER i WW- $7' f 20' N I I I' TELEPHONE RISER -�f + f I { S89 -57'37"W .99.74 -WA TER VALVE (� I 1.75 4VOR ® WATER METER s©' R jw FIRE HYDRANT 32' PAVING f CONCRETE ww- Ln Z i N I f GRAVEL �— 60' R 1 I PAVERS 30' PAVING f o I f I ) I a f f i NOTES: 1. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND j IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT < v) 0 2 $�� y N89'5937"W 99.82 175' i SURVEY MAY DISCLOSE. N sr 0. — + I WW ! 2. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE LLJ LU W BASED ON A COMBINATION OF VISIBLE FACILITIES UJ Ce LOCATED ABOVE GROUND AND UTILITY LOCATE MARKS. M i NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. fR WEST 25.00LU f Q EXISTING EASEMENTS: Q G1- 1. RIGHT–OF–WAY FOR ELECTRIC TRANSMISSION LINE. „max I f f i DOC. #75439. DOES NOT AFFECT SITE PROPERTY. `�V 2. RIGHT-OF-WAY FOR ELECTRIC TRANSMISSION LINE. tet- } DOC. 154119. DOES NOT AFFECT SITE PROPERTY. -WW- -WW i I !® til Ci CL 3. DECLARMTION OF EASEMENTS AND A USE AND PARCEL 3 _ MAINTENANCE AGREEMENT. DOC. #8041700 AS 1$Wf 49,575 SF �{� �>�V � �T SHOWN ON PLAN. (TD BE REMOVED) revisions: 4. PUBLIC UTILITY EASEMENT DDC. #8044651 AS f SHOWN ON PLAN. 5. PUBLIC UTILITY EASEMENT DOC. #8044652 AS j i ® —WW I " .�, ` r t SHOWN ON PLAfJ. 4 �/ i_... ___: _ 6. PUBLIC UTILITY EASEMENT. DOC. #8044653 AS � t -0 � � �3 } f450 o f err SHOWN ON PLAN. (TO BE VACATED) y 7. DECLARATION OF RESTRICTION. DOC. #7951265. THE ww DESCRIBED SECTION OF 3RD STREET HAS BEEN FULLY t ��• IMPROVED AS REQUIRED AND THE RESTRICTION NO LONGER APPLIES. � ( � �� JAN. 5, 201 % ------_._� L � �%� � 0 � � date: N Wil 8. EASEMENT AND RELEASE AGREEMENTS. RECEPTION ^€�� 4�9 i #2003-111247. DOES NOT AFFECT SITE PROPERTY, drawn by:ARS J j f designer: DAN a project no: 14-299 E -447 - -�S89°59'42"E 299.47 = 448 449 448 f w ®ate Received 44 LAND DIVISION �.�---- 450 25 � P UBMO ROAD 451 _ ----__ ---___ 8 }, -- JAN 10 2011 TENTATIVE ,S I P �PLAN Original Submittal 'u` �` ` GRAPHIC SCALE I 30 0 15 30 60 sheet: in Ir on% T Z IN FEET TAX MAP 17-03-26-24, TAX LOT 601, 602, 700, 701, 702, 801 & 900 S STREET ® —8" ww- 5) 1--WW- I EX. 5.00 PUE � DOC J8044,652---" LLJ 1-1 1 0 TAX MAP 17-03-26-24, TAX LOT 601, 602, 700, 701, 702, 801 & 900 N"GINEERING= Sftice 1947 civil * transportation structural ® geotechnical SURVEYING GRAPHIC SCALE 30 0 15 30 60 sheet: I I I I I No= 1 of ( IN FEU ) I 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Salem OR REGISTERED PROFESSIONAL LAND SURVEYOR Di%.#" Of slyne y Daniel A. Nelson OREGON MAY 12, 2011 DANIEL ADAM NELSON 84832PLS LEGEND EXPIRES: December 31, 2018 EXISTING PROPOSED project title: PROPERTY BOUNDARY NEW PROPERTY LINE TAX LOT STREET LIGHT EDGE OF AC PAVING — -Wvl- — — SANITARY SEWER LINE — —w- — — WATER LINE -ST— — — STORMWATER LINE Ca _G GAS LINE -OHW- OVERHEAD WIRES r- 0 BOTTOM OF DITCH 00 TOP OF BANK —453-- CONTOUR LINE FENCE 0 EDGE OF BLACKBERRIES (*NJ LIGHT POLE POWER POLE UJ V) DECIDUOUS TREE EVERGREEN TREE BUILDING z C:) -9- SIGN < 0 AREA DRAIN J 9 CURB INLET CL C) CATCH BASIN Lo SANITARY SEWER MANHOLE V) @ STORMWATER MANHOLE Ln Z CLEAN OUT LIL' FINK nummon UJ 0 ®1 TRANSFORMER OMNI, x COMMUNICATION RISER L) < 1D TELEPHONE RISER >< WATER VALVE LA 0 z El OR 190 WATER METER UJ J 0 FIRE HYDRANT LU U CONCRETE N w Lu GRAVEL LU ck� 0 LU rn W 0 PAVERS 0 o V) C) Z LU WW 2 Ca U z x 0 W NOTES: p�r�� < z LL 1. THIS DOES NOT CONSTITUTE A n,6 vi BOUNDARY SURVEY AND IS SUBJECT TO3 revisions: ANY INACCURACIES A SUBSEQUENT P SURVEY MAY DISCLOSE 2. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. date: JAN. S, 2017 3. FUTURE DEVELOPMENT SITE PLAN BASED N drawn by: ARS ON PROPOSED MULTI—FAMILY SITE PLAN. designer: DAN project no: 14-299 Date Received- 1 FUTURE JAN 10 2017 DEVELOPMENT original Submittal—CA&___,_,.. PLAN GRAPHIC SCALE 30 0 15 30 60 sheet: I I I I I No= 1 of ( IN FEU ) I