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HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/4/2017LEG EN D ;Jjfi�.�A ZONING LDR - LOW DENSITY RESIDENTIAL METRO PLAN DESIGNATION LDR — LOW DENSITY RESIDENTIAL EXISTING USES VACANT FLOODPLAIN AND FLOODWAY BASED ON FLOOD INSURANCE RATE MAP NO. 41039C1162 F, EFFECTIVE DATE: JUNE 2 1999, THIS PROPERTY IS IN ZONE X AND IS OUTSIDE THE 500 YEAR FLOODWAY. SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOILS ARE: (34) COURTNEY GRAVELLY SILTY CLAY LOAM (101) OXLEY—URBAN LAND COMPLEX (105A) PEGRA SILT LOAM, 1-4Y SLOPES (119) SALEM—URBAN LAND COMPLEX WELLHEAD PROTECTION AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS MAP, THE NORTH PORTION OF THIS SITE IS IN THE ZONE OF CONCENTRATION (99 YR. TOT) TO MAIA, AND THE SOUTH PORTION IS OUTSIDE THE ZONE OF CONCENTRATION. WATERCOURSES THE 48TH STREET CHANNEL TOP OF BANK LIES ABOUT 60' TO THE EAST OF THE SITE. THE WATER QUALITY LIMITED WATERCOURSE MAP NAMES THIS CHANNEL AS A TRIBUTARY TO WATER QUALITY LIMITED WATER COURSE AND THE RIPARIAN CORRIDOR IS 50'. N oin AST AST z T;117) AST rA srMAIN ST/126 BUS RT. �o � � ,. 3 � U y m ANN ST/126 ASTER c�o N ASTER ST ST N a �3 a BLUEBELLS BLUEBELtE &j o CAMELLIA ST n CAMELL14 ST DAISY ST V. DAISY ST / UNION Sr LL J1 it F ST FORSYTHIA DR BOOTH KELLY RD }-I},: BOOTH KELLY EYERHAEUSER RD LP i T GLACIER DR LEGEND HOLLY ST �, � � .� ,: •�' FIRE HYDRANT Q � N N UN/py P ® BUS STOP �i,,Qpgo N dgSp��P Rp � JASPER RD , VICINITY MAP WI WW MH E•+ RIM ELEV=490.3 12"FL(S)=478.8 i \M, » t :1 � �� ��,� 12"FL(E)=478.7 ` \ w r' . »,, »,.v _,,,,,,.., », 8 "FL(W)=479.0 WW MH ... _ 49 18 200 25 RIM ELEV 490 4 12"FL(S)=480.4 48th STREET S01.49'18"W � l �� N14•�2, a 8"FL(E)=480.5 — — — — 70.78 r 0 5� 12"FL(W)=480.4 1 E `o N88'10'42 10.00 »»\ 2 s »? x C wQ y i» • , .,..,...«.,.,.,,.,,...,.,.„,,,.-...,,.•..........................`ems';::::::;::. S01 25 ,. 1 ., »»», .„„ \ 1 .w,.,w,....... »....w....„..,. g w,.. w _.......... ...._.. 3 \ \ \ \ _ 8TH STREET ANNEL - w -- mL w. ....,,..,..... ,...._......,._„__....... AC TO BE REMOVED \\ , , W§.......... ...,.. ... lei y, t , w w 3 . f T :>'Ai u �.. �, S0149 18"W ,. » ,. I . \ _ 771.55 `' ��f� �_ _� �_ —_� �� ._— \ j ,•G,�';,�,.. „ ». „ ,.y, ; _fi i i r+ i' f n f = him \ 3 x \} R is 2 \L i 41 k ,;e \ a , ;v CIi .rte •\.,, r �\,. \ ..... ........... \�,» f„ ,,.. �� \ :moi \'\~ N fel s 'a, ; .� 0 ^� fi ((- Wq1 NPI -0011- s(,{m V I S 1 (J-� T�rk4&'C' Vg 10� 3 Date Received APR 0 4 2017 Original Submittal SCALE: 1 ”=1000' GRAPHIC SCALE 50 0 25 50 100 IN FEET V) R=665.70 L=301.84 fi CH=N11'10'04"W SIDEWALK, DRIVEWAY �€ 299.26 AND CURB RAMPS TO BE REMOVED F• ' r,. r' All. »<” t •rk ....,...,«».. .............................M,... w H STREET CHANNEL •��` .".•�•�'� ;{\�;; ........,._.,..,,..„................._...•.__......,,,,.,,.v.•.,.� .�::,m ,:.k” <v^ ,,»"ti C„'�•��, In R=766.20 L=26820 i ................ w • , w ............. .,:.,�._..._�y.:,..__.- CH=S08.1315"E \ '� ",\ I .... :y ~\\ � �„\ `• �\ vii �;� ' + � %� � � �, ��,a 00 0� `; (�i •y„.,4�� �,�:} ..: C��S ,f) � i � .rte /'' k GS Si ` k ! _ _ n -. j'Y'-.!'1'Y"Y"Yl'"t'l' ,,,,:r'•., � ��,� f^� .�.�/ �.•y^Y"�'1'�..�"�„, .%rf J . °'��i.•.y ` ' \y'a': f ,3 y ;f . BLACKBERRIES ,��,>, �'��.rry\r-r�'Y�rr�-�-Y-r�-\•-',.-,..,_ fz� � „``a�' z~�.,> :�: r';?r. � I �lfLAGKEtEKR1ES ! N01'48'32"r-- r — — — — -----E IL1* 1 AF T17 987.88 1 X00 TAX MAP 17-02-32-00, TAX LOT 2202 copyright © 2013 Branch Engineering, Inc. 000 001 W I LO ::5 I •-- — — — — — — — — — — 40 100 100 1000 26 6.96 N , v e� SOIL: r L: 105A ,f i � 0100 �, 0000 � t 1 z 4 } .n IJ f a T>Z ' \\V 36' �11' ;f ,g P,gV��GI " R=430.00 L=98.76 CH=N81.26'26'tiV 98.54 u=F4 4.11 N88.01'13"W I i 5 H`GINEERING- Since I977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng ineering.com Springfield OR I Salem OR E� PROFFs SCIS #69162PE Digitall,signed by epee Renee Clough 'Ig” Date: 2017.04.03 14:14.43 -0700' OREGON LUQ RY 10A�` FE Cep EXPIRES: DECEMBER 30, 2017 project title: SITE PROPERTY LINE _........ ............. ............_ ...,......:: CURB EDGE OF AC PAVING " WATER LINE ,,,,,,,,,,,,;L.={,,,,.,»,,. . ,, , » WASEWATER SEWER »..,.... » ., STORM WATER _... ......... : : ..h ,.., .__. _. OVERHEAD POWER LINE TOP OF SLOPE -- — — TOE OF SLOPE — — SWALE BOTTOM am MW 38M sm SOIL BOUNDARY -- — -— - —- —-— WATER QUALITY LIMITED WATERCOURSE SETBACK LINE _............._,.: ;. ,._...... ELEVATION CONTOUR kA FLOW ARROW WATER VALVE 44,4- WATER HYDRANT SIGNAL BOXES _ SIGN WASTEWATER MANHOLE UJ STORMWATER MANHOLE CURB INLET POWER POLE STREET LIGHT -/ CONCRETE tA DECIDUOUS TREE �k TREE TO BE REMOVED ;Jjfi�.�A ZONING LDR - LOW DENSITY RESIDENTIAL METRO PLAN DESIGNATION LDR — LOW DENSITY RESIDENTIAL EXISTING USES VACANT FLOODPLAIN AND FLOODWAY BASED ON FLOOD INSURANCE RATE MAP NO. 41039C1162 F, EFFECTIVE DATE: JUNE 2 1999, THIS PROPERTY IS IN ZONE X AND IS OUTSIDE THE 500 YEAR FLOODWAY. SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOILS ARE: (34) COURTNEY GRAVELLY SILTY CLAY LOAM (101) OXLEY—URBAN LAND COMPLEX (105A) PEGRA SILT LOAM, 1-4Y SLOPES (119) SALEM—URBAN LAND COMPLEX WELLHEAD PROTECTION AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS MAP, THE NORTH PORTION OF THIS SITE IS IN THE ZONE OF CONCENTRATION (99 YR. TOT) TO MAIA, AND THE SOUTH PORTION IS OUTSIDE THE ZONE OF CONCENTRATION. WATERCOURSES THE 48TH STREET CHANNEL TOP OF BANK LIES ABOUT 60' TO THE EAST OF THE SITE. THE WATER QUALITY LIMITED WATERCOURSE MAP NAMES THIS CHANNEL AS A TRIBUTARY TO WATER QUALITY LIMITED WATER COURSE AND THE RIPARIAN CORRIDOR IS 50'. N oin AST AST z T;117) AST rA srMAIN ST/126 BUS RT. �o � � ,. 3 � U y m ANN ST/126 ASTER c�o N ASTER ST ST N a �3 a BLUEBELLS BLUEBELtE &j o CAMELLIA ST n CAMELL14 ST DAISY ST V. DAISY ST / UNION Sr LL J1 it F ST FORSYTHIA DR BOOTH KELLY RD }-I},: BOOTH KELLY EYERHAEUSER RD LP i T GLACIER DR LEGEND HOLLY ST �, � � .� ,: •�' FIRE HYDRANT Q � N N UN/py P ® BUS STOP �i,,Qpgo N dgSp��P Rp � JASPER RD , VICINITY MAP WI WW MH E•+ RIM ELEV=490.3 12"FL(S)=478.8 i \M, » t :1 � �� ��,� 12"FL(E)=478.7 ` \ w r' . »,, »,.v _,,,,,,.., », 8 "FL(W)=479.0 WW MH ... _ 49 18 200 25 RIM ELEV 490 4 12"FL(S)=480.4 48th STREET S01.49'18"W � l �� N14•�2, a 8"FL(E)=480.5 — — — — 70.78 r 0 5� 12"FL(W)=480.4 1 E `o N88'10'42 10.00 »»\ 2 s »? x C wQ y i» • , .,..,...«.,.,.,,.,,...,.,.„,,,.-...,,.•..........................`ems';::::::;::. S01 25 ,. 1 ., »»», .„„ \ 1 .w,.,w,....... »....w....„..,. g w,.. w _.......... ...._.. 3 \ \ \ \ _ 8TH STREET ANNEL - w -- mL w. ....,,..,..... ,...._......,._„__....... AC TO BE REMOVED \\ , , W§.......... ...,.. ... lei y, t , w w 3 . f T :>'Ai u �.. �, S0149 18"W ,. » ,. I . \ _ 771.55 `' ��f� �_ _� �_ —_� �� ._— \ j ,•G,�';,�,.. „ ». „ ,.y, ; _fi i i r+ i' f n f = him \ 3 x \} R is 2 \L i 41 k ,;e \ a , ;v CIi .rte •\.,, r �\,. \ ..... ........... \�,» f„ ,,.. �� \ :moi \'\~ N fel s 'a, ; .� 0 ^� fi ((- Wq1 NPI -0011- s(,{m V I S 1 (J-� T�rk4&'C' Vg 10� 3 Date Received APR 0 4 2017 Original Submittal SCALE: 1 ”=1000' GRAPHIC SCALE 50 0 25 50 100 IN FEET V) R=665.70 L=301.84 fi CH=N11'10'04"W SIDEWALK, DRIVEWAY �€ 299.26 AND CURB RAMPS TO BE REMOVED F• ' r,. r' All. »<” t •rk ....,...,«».. .............................M,... w H STREET CHANNEL •��` .".•�•�'� ;{\�;; ........,._.,..,,..„................._...•.__......,,,,.,,.v.•.,.� .�::,m ,:.k” <v^ ,,»"ti C„'�•��, In R=766.20 L=26820 i ................ w • , w ............. .,:.,�._..._�y.:,..__.- CH=S08.1315"E \ '� ",\ I .... :y ~\\ � �„\ `• �\ vii �;� ' + � %� � � �, ��,a 00 0� `; (�i •y„.,4�� �,�:} ..: C��S ,f) � i � .rte /'' k GS Si ` k ! _ _ n -. j'Y'-.!'1'Y"Y"Yl'"t'l' ,,,,:r'•., � ��,� f^� .�.�/ �.•y^Y"�'1'�..�"�„, .%rf J . °'��i.•.y ` ' \y'a': f ,3 y ;f . BLACKBERRIES ,��,>, �'��.rry\r-r�'Y�rr�-�-Y-r�-\•-',.-,..,_ fz� � „``a�' z~�.,> :�: r';?r. � I �lfLAGKEtEKR1ES ! N01'48'32"r-- r — — — — -----E IL1* 1 AF T17 987.88 1 X00 TAX MAP 17-02-32-00, TAX LOT 2202 copyright © 2013 Branch Engineering, Inc. 000 001 W I LO ::5 I •-- — — — — — — — — — — 40 100 100 1000 26 6.96 N , v e� SOIL: r L: 105A ,f i � 0100 �, 0000 � t 1 z 4 } .n IJ f a T>Z ' \\V 36' �11' ;f ,g P,gV��GI " R=430.00 L=98.76 CH=N81.26'26'tiV 98.54 u=F4 4.11 N88.01'13"W I i 5 H`GINEERING- Since I977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng ineering.com Springfield OR I Salem OR E� PROFFs SCIS #69162PE Digitall,signed by epee Renee Clough 'Ig” Date: 2017.04.03 14:14.43 -0700' OREGON LUQ RY 10A�` FE Cep EXPIRES: DECEMBER 30, 2017 project title: revisions: date: APRIL 3, 2017 drawn by: ARS designer: RC project no: 16-399 sheet: kA UJ -/ tA 010-01 • n Ln U ULJ CA C�e UJ i • LL LLJ F 00 revisions: date: APRIL 3, 2017 drawn by: ARS designer: RC project no: 16-399 sheet: SMAM EXISTING \'� DECIDUOUS TREE PROPOSED SITE PROPERTY LINE CURB .....x.....................;........... FENCE WASEWATER SEWER EDGE OF AC PAVING STORMWATER SEWER WATER LINE v...... ,.. 1111.....,. 'W.......... „ ,.,...,w WASEWATER SEWER ,- STORM WATER ... ........0<.<:;_...... ..._......... OVERHEAD POWER UNE _.----__ _......_..... TOP OF SLOPE _._. TOE OF SLOPE ............ ........_.....__._ ._. ......---- SWALE BOTTOM — — — — — - — WATER QUALITY LIMITED CONCRETE WATERCOURSE SETBACK LINE ................... ELEVATION CONTOUR STREET TREE WATER VALVE i{ }i WATER HYDRANT SIGNAL BOXES _ SIGN WASTEWATER MANHOLE STORMWATER MANHOLE CURB INLET POWER POLE ......... STREET LIGHT CONCRETE \'� DECIDUOUS TREE PROPOSED CURB LU WW WASEWATER SEWER ST STORMWATER SEWER -� WATER HYDRANT M-4 STREET LIGHT M1 CURB INLET 0 CATCH BASIN kA "NO PARKING" SIGN ® WASTEWATER MANHOLE ® STORMWATER MANHOLE CONCRETE FLOW ARROW z STREET TREE sa (APPROXIMATE LOCATION) INTERSECTION IMPROVEMENTS TO BE DESIGNED BY CITY— a 48th STREET S01*49'18"W — -- — 70.78 WW MH a ...:.....,.. :Ft =47R z TAX MAP 17-02-32--00, TAX LOT 2202 copyright © 2013 Branch Engineering, Inc. NOTES 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 PROPOSED STREET LIGHTS, STREET TREES, AND FIRE HYDRANTS SHOWN HEREON ARE CONCEPTUAL. DETAILS SUCH AS LOCATION SPECIES AND HEIGHT WILL BE DETERMINED DURING THE CONSTRUCTION PERMITTING PROCESS. J. LOCATIONS AND FACILITIES FOR FRANCHISE UTILITIES, INCLUDING BUT NOT LIMITED TO WATER, ELECTRIC, GAS, TV AND TELEPHONE, WILL BE DETERMINED BY THE UTILITIES DURING THE CONSTRUCTION PERMITTING PROCESS. 7' PUE 3' SIDEWALK EASEMENT !' 5' SIDEWALK 6" CURB 4.5' LANDSCAPE 44' R/W 28' PAVING DENSITY GROSS AREA: 5.42 AC STREET RIGHT–OF–WAY AND SIDEWALK EASEMENT 1.27 AC STORMWATER POND TRACTS: 0.83 AC NET AREA: 3.32 AC DWELLING UNITS: 24 DENSITY. 8 UNITS/AC 3' SIDEWALK EASEMENT 6" CURB 4.5' LANDSCAPE SIDEWALK STRIP 1 7' PUE STANDARD CURB AND GUTTER IL Inx.n r lac —v COMPACTED CRUSHED ROCK V LF—VEL J, 11Z UGYJL GRADED HMAC TYPICAL STREET CROSS SECTION SETBACK SIDEWALK SCALE. 1`_-5' REVERSE CURB AND GUTTER �vnzi�-Doo1z fie�t- N-ayci�n 4hv�"es P9 �bF 3 Original ftmiitai o-� GRAPHIC SCALE 36' Pq _: R=430.00 L=98.76 CH=N81'26'26"W 98.54 4.11 N88'01'13*W I i MG I N E E R I N G.0 Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Salem OR REGISTERED PROFESSIONAL LAND SURVEYOR Digitally signed by Renee Gough Renee C oug Date: 2017.04.0314:2.30-07'00' OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES, December 30, 2017 project title: CA LU kA LJJ LU z sa c • LU F•LU .0 a. revisions: date: APRIL 3, 2017 drawn by: ARS designer: RC project no: 16-399 sheet: rDIVISION TENTATIVE PLAN 1V copyrignr �v zu i j brancn tngineernng, inc.