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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/26/2013 (3)SHEET INDEX. i Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 mom ___q F !!!Ial W I SDringfield OR LEGEND REGISTERED FIRE HYDRANT PROFESSIONAL ® BUS STOP LAND SURVEYOR VICINITY MAP SCALE. 1 " =2000 ' OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162L8 EXPIRES, December 30. 2013 project title: /-z-.G UW#1_ J11TV [.J .JL.V VIAL f LVVt. 1 L!'1t - - A2.3 BUILDING B - ELEVATIONS A2.4 BUILDING B-- ELEVATIONS FLOOD PLAIN A2.5 BUILDINB B - SECTIONS BASED ON FLOOD INSURANCE RATE MAP NO. 41039C11,34 F, THIS PROPERTY IS OUTSIDE THE 100 YEAR FLOOD PLAIN. A3 ARCHITECTURAL DETAILS A4 ARCHITECTURAL DETAILS = STAIRS SOIL TYPES ST'RUCTURAI ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOILS ARE AS FOLLOWS: THE SITE IS 119 .SALEM -URBAN S1.1 BUILDING A FOUNDATION PLAN /GROUND FLOOR FRAMING LAND COMPLEX. THIS SOIL HAS A HIGH WATER TABLE DEPTH GREATER THAN 6 FEET BELOW EXISTING GRADE. S1.2 BUILDING A - SECOND FLOOR FRAMING PLAN S1.3 BUILDING A = ROOF FRAMING WELLHEAD PROTECTION S2.1 BUILDING B -- FOUNDATION PLAN /GROUND FLOOR FRAMING S2.2 BUILDING 8 - SECOND FLOOR FRAMING PLAN AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS MAP, THIS SITE IS WITHIN THE 5 YEAR TIME OF TRAVEL ZONE OF Q S2.3 BUILDING B - ROOF FRAMING STREET. S3 STRUCTURAL DETAILS S4 STRUCTURAL DETAILS - ROOF AND PORCH WATERCOURSES THERE ARE NO WATERCOURSES WITHIN 150 OF THIS PROJECT, o NEAREST FIRE HYDRANT _ THE NEAREST FIRE HYDRANT IS APPROXIMATELY 295 SOUTH OF THE SOUTHEAST PROPERTY LINE OF THE SITE, LOCATED ON THE I _ - NORTHWEST CORNER OF THE 5TH STREET AND Q STREET INTERSECTION JUST BEHIND THE CURB RAMP. sp SURVEY NOTES 7' WOOD �^ 1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF UTILITY LOCATE MARKINGS , FIELD LOCATION OF SURFACE FENCE 1 � FEATURES AND AS -BUILT DRAWINGS. INVERT FLOW LINES SHOWN HEREON ARE FROM �y RO AS-BUILT DRAWINGS (ADJUSTED FOR DATUM -_,--N8:9:.59'57_V_ J99.00 -' _ _ n ; r_ __ _ _ 1 a r ohr _0�,i. ��� cnw i DIFFERENCES). NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF - UNDERGROUND LINES. 2. THIS DRAWING DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. 3 - � Y _ f _..:_ N Lai ti. ,... . :. GRAVEL 'DRIVEWAY v �� M 3 .. - `- • T0. BE REMOVED' .. , _.., k ,. ca Z ;... b BENCHMARK __ _. _. _ ._w,_•__. __:.._ rv_, ©c� CITY OF SPRINGFIELD BENCHMARK #286 5TH 191 : - �. _ - _ - -- --- - - - -_� - _- _--=- _-=-------- - - - = -- =- ,, S P FACE OF CURB AT NORTHEAST CORNER CUR IN -, B 5TH 14 i t QUAKE IN TO LET WEST SIDE OF AT # 19 ELEVATION: 450.43 NAVD 88 i 451 4' CHAIN LINK FENCE TO BE REMOVED , I 4' CHAIN LINI'f FENCE I s, TO BE REMOVED LEGEND 4' CHAIN UNK FENCE v i, LAWN TO BE REPLACED { �... 'f ; ` i �� o LU LTD - 6 WOOD FENCE WITH W 0 #' _ ,° s � ( i `f -0N PROPERTY LINEt M�f. � n • - OVERHEAD. -JF PLACE � ' LINES UNDERGROUND - j w S _ -v 1 EX1S11NG GARAGE t TO BE MODIFIED : ,, .` L. (SOUTH ENTRANCE ;�; 45.1 ' ( o I T ! `' { I 1 0 MOVED T4 THE WEST) ,; ,� : � �� � w ( { � ., � EXISI7NG SINGLE r , 7), w0o0 FENCE TO .� BE REPLACED WITH 6' LAWN Y y < FAMILY RESIDEN 1AC t x ` --- — -- C7 "BUILDING TO REMAIN.,; ;'f { I WOOD FENCE ON V 1032 SE PROPERTY LINE _. } CONCRETE PAD I �-�-- '� ;�I� I TO BE REMOVED m 1 1 f ' 4�i� [ V ; • r t i h :G i 4 i ( Z _ - k GRAVEL QRIVEWAY, o Q ...., k:6 ; 0 BE REMOVED. f z � O 7' CHAIN LINK FENCE C", �_. M _ .. ___.•_ 43 TO BE REMOVED N , ! CURB TO N89'S9'S7°W 199.00 ti i R1W CL 3 6' CHAIN i PROPERTY LINE G GRADE BREAK 5 N 3 w i Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 mom ___q F !!!Ial W I SDringfield OR LEGEND REGISTERED FIRE HYDRANT PROFESSIONAL ® BUS STOP LAND SURVEYOR VICINITY MAP SCALE. 1 " =2000 ' OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162L8 EXPIRES, December 30. 2013 project title: /-z-.G UW#1_ J11TV [.J .JL.V VIAL f LVVt. 1 L!'1t - - A2.3 BUILDING B - ELEVATIONS A2.4 BUILDING B-- ELEVATIONS FLOOD PLAIN A2.5 BUILDINB B - SECTIONS BASED ON FLOOD INSURANCE RATE MAP NO. 41039C11,34 F, THIS PROPERTY IS OUTSIDE THE 100 YEAR FLOOD PLAIN. A3 ARCHITECTURAL DETAILS A4 ARCHITECTURAL DETAILS = STAIRS SOIL TYPES ST'RUCTURAI ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOILS ARE AS FOLLOWS: THE SITE IS 119 .SALEM -URBAN S1.1 BUILDING A FOUNDATION PLAN /GROUND FLOOR FRAMING LAND COMPLEX. THIS SOIL HAS A HIGH WATER TABLE DEPTH GREATER THAN 6 FEET BELOW EXISTING GRADE. S1.2 BUILDING A - SECOND FLOOR FRAMING PLAN S1.3 BUILDING A = ROOF FRAMING WELLHEAD PROTECTION S2.1 BUILDING B -- FOUNDATION PLAN /GROUND FLOOR FRAMING S2.2 BUILDING 8 - SECOND FLOOR FRAMING PLAN AS ILLUSTRATED IN THE WELLHEAD PROTECTION AREAS MAP, THIS SITE IS WITHIN THE 5 YEAR TIME OF TRAVEL ZONE OF Q S2.3 BUILDING B - ROOF FRAMING STREET. S3 STRUCTURAL DETAILS S4 STRUCTURAL DETAILS - ROOF AND PORCH WATERCOURSES THERE ARE NO WATERCOURSES WITHIN 150 OF THIS PROJECT, o NEAREST FIRE HYDRANT _ THE NEAREST FIRE HYDRANT IS APPROXIMATELY 295 SOUTH OF THE SOUTHEAST PROPERTY LINE OF THE SITE, LOCATED ON THE I _ - NORTHWEST CORNER OF THE 5TH STREET AND Q STREET INTERSECTION JUST BEHIND THE CURB RAMP. sp SURVEY NOTES 7' WOOD �^ 1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF UTILITY LOCATE MARKINGS , FIELD LOCATION OF SURFACE FENCE 1 � FEATURES AND AS -BUILT DRAWINGS. INVERT FLOW LINES SHOWN HEREON ARE FROM �y RO AS-BUILT DRAWINGS (ADJUSTED FOR DATUM -_,--N8:9:.59'57_V_ J99.00 -' _ _ n ; r_ __ _ _ 1 a r ohr _0�,i. ��� cnw i DIFFERENCES). NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF - UNDERGROUND LINES. 2. THIS DRAWING DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. 3 - � Y _ f _..:_ N Lai ti. ,... . :. GRAVEL 'DRIVEWAY v �� M 3 .. - `- • T0. BE REMOVED' .. , _.., k ,. ca Z ;... b BENCHMARK __ _. _. _ ._w,_•__. __:.._ rv_, ©c� CITY OF SPRINGFIELD BENCHMARK #286 5TH 191 : - �. _ - _ - -- --- - - - -_� - _- _--=- _-=-------- - - - = -- =- ,, S P FACE OF CURB AT NORTHEAST CORNER CUR IN -, B 5TH 14 i t QUAKE IN TO LET WEST SIDE OF AT # 19 ELEVATION: 450.43 NAVD 88 i 451 4' CHAIN LINK FENCE TO BE REMOVED , I 4' CHAIN LINI'f FENCE I s, TO BE REMOVED LEGEND 4' CHAIN UNK FENCE v i, LAWN TO BE REPLACED { �... 'f ; ` i �� o LU LTD - 6 WOOD FENCE WITH W 0 #' _ ,° s � ( i `f -0N PROPERTY LINEt M�f. � n • - OVERHEAD. -JF PLACE � ' LINES UNDERGROUND - j w S _ -v 1 EX1S11NG GARAGE t TO BE MODIFIED : ,, .` L. (SOUTH ENTRANCE ;�; 45.1 ' ( o I T ! `' { I 1 0 MOVED T4 THE WEST) ,; ,� : � �� � w ( { � ., � EXISI7NG SINGLE r , 7), w0o0 FENCE TO .� BE REPLACED WITH 6' LAWN Y y < FAMILY RESIDEN 1AC t x ` --- — -- C7 "BUILDING TO REMAIN.,; ;'f { I WOOD FENCE ON V 1032 SE PROPERTY LINE _. } CONCRETE PAD I �-�-- '� ;�I� I TO BE REMOVED m 1 1 f ' 4�i� [ V ; • r t i h :G i 4 i ( Z _ - k GRAVEL QRIVEWAY, o Q ...., k:6 ; 0 BE REMOVED. f z � O 7' CHAIN LINK FENCE C", �_. M _ .. ___.•_ 43 TO BE REMOVED N , ! CURB TO N89'S9'S7°W 199.00 ti i R1W CL 3 6' CHAIN i --- FENCE __ DITCH FLOW LINE EDGE OF ASPHALT GRAVEL CURB 1!J CONCRETE CONTOUR LINE tit,:.., BUILDING - - - EASEMENT OH��t�, --- OVERHEAD WIRE LIGHT POLE WITH ARM ---rte- - - ----- GAS LINE -�- POWER POLE - TEL - - TELEPHONE LINE �— GUY WIRE - -_ FO_ �._� FIBER OPTIC LINE TELEPHONE RISER . W - -- WATER LINE ® WATER METER - -WW - WASTEWATER SEWER WATER VALVE �- ST -- STORMWATER SEWER GAS VALVE k rr = EXISTING DECIDUOUS TREE O UNKNOWN VAULT; TO BE REMOVED ® BUS STOP 2) BENCHMARK STORMWATER MANHOLE CURB INLET WASTEWATER MANHOLE LINK FENCE`, DEFERRED SUBMITTALS j SUBMIT DRAWINGS AND DOCUMENTS TO APPLICABLE BUILDING AUTHORITY AND OBTAIN APPROVAL PRIOR TO INSTALLATION. s i. 68 R/W TRUSS CALCULATIONS AND DRAWINGS 30' ENGINEER OF RECORD SHALL REVIEW AND APPROVE THE ENGINEERED TRUSS DRAWINGS AND GRAPHIC SCALE ;r CALCULATIONS PRIOR TO SUBMITTAL 20 0 10 20 40 II-' MECHANICAL ELECTRICAL PLUMBING copyright @ 2013 Branch Engineering, Inc. revisions: date: 6/25/2013 drawn by: ARS designer: RDC project no: 13-020 SITE ASSESSMENT OF EXISTING CONDITIONS C I RVE-SUBMI?iF�l.12F.C'� JUN ? F zai'., PROPERTY LINE G GRADE BREAK LINK FENCE`, DEFERRED SUBMITTALS j SUBMIT DRAWINGS AND DOCUMENTS TO APPLICABLE BUILDING AUTHORITY AND OBTAIN APPROVAL PRIOR TO INSTALLATION. s i. 68 R/W TRUSS CALCULATIONS AND DRAWINGS 30' ENGINEER OF RECORD SHALL REVIEW AND APPROVE THE ENGINEERED TRUSS DRAWINGS AND GRAPHIC SCALE ;r CALCULATIONS PRIOR TO SUBMITTAL 20 0 10 20 40 II-' MECHANICAL ELECTRICAL PLUMBING copyright @ 2013 Branch Engineering, Inc. revisions: date: 6/25/2013 drawn by: ARS designer: RDC project no: 13-020 SITE ASSESSMENT OF EXISTING CONDITIONS C I RVE-SUBMI?iF�l.12F.C'� JUN ? F zai'., gggg - - LEGEND anch INEERING.,-, SiM 1977 EXIS'T1NG PROPOSED civil transportation PROPERTY LINE FENCED PRIVATE OPEN SPACE structure! cal Cot c n' g e h � FENCE EDGE OF ASPHALT S U R V E Y I N G 310 5th Street CURB CURB Springfield, OR 97477 LIGHT POLE WITH ARM �---- CONCRETE VALLEY GUTTER T p: 541.746.0637 f: 541.746.0389 - �- POWER POLE = - - — — - EASEMENT www. B ran chEngineering.com E— GUY WIRE � n � CONCRETE Springfield OR ) Salem OR ID TELEPHONE RISER ;: ] BUILDING WATER METER w LANDSCAPED AREAS pa WATER VALVE GAS VALVE '��' #69162PE� SITE DATA trQ BUS STOP 0sq 1P STORMWATER MANHOLE PHASE 1 PROJECT DESCRIPTION OREGONPROPOSED CONSTRUCTION FOR THIS SITE !S TO BUILD TWO 2 STORY 6- FLEXES, 4N�QRY CURB INLET MODIFICATION OF AN EXISTING ATTACHED GARAGE, AND PAVING, STORM FACILITIES'. SANITARY Q PIPING, AND UTILITIES TO SERVE THE NEW BUILDINGS. THE EXISTING SINGLE FAMILY WASTEWATER MANHOLE RESIDENCE WILL REMAI N F OR A TOTAL OF 1 3 RESIDENTIAL UNITS, EXPIRES. DECEMBER 30, 2013 [' GRAVEL PHASE 2 PROJECT DESCRIPTION project title: C CONCRETE REPLACE EXISTING RESIDENCE WITH A 2 STORY 4 —FLEX AND ADDITIONAL PARKING. BUILDING �} BENCHMARK SITE COVERAGE TABULATION TOTAL SITE AREA: . . . . . . . 29,038 SF: , 100` OF ` TOTAL BUILDING FOOTPRINT AREA: . . . 51,771 SF . 207 OF TOTAL OTHER IMPERVIOUS: . . . . . . 15,337 SF. . .531 OF TOTAL PERVIOUS AREA: 7,930 SF. . . 277 OF TOTAL COMMON OPEN SPACE : 4,830 SF RECREATION AREA: . . . . . . . 250 SF LANDSCAPED AREA: . . . . . . 8,071 SF _ 0� I FLOOR AREA EXIST. RESIDENCE: . . . . . 1, 032 SF PROPOSED RESIDENCE: . . . . 7,201 SF TOTAL RESIDENCE: . . 8,233 SF 7 WOOD j FENCE ' `M DENSITY �,�W 5�t 5TH._ �. pp— -OHW _ � --t)h by Ot-II4 o�;w PHASE 1: 13 UNITS /0.55 DEVELOPABLE AC = 24 UNITS /DEV. AC PHASE 2: 16 UNITS /0.55 DEVELOPABLE AC = 29 UNITS /DEV. AC - 3{ �.. >.. w LU N � � Q I PARKING �� C. o, w a� .. o EXISTING PARKING: . . . 2 GARAGE PACES cJ . o cWn cQ z � � . 4, Q_ z -� ©_ "� s: N zo PROPOSED STANDARD PARKING: . . . . 1 1 P SAGES �` .-- ' r 4' WOOD FENCE PROPOSED DISABLED PARKING: . 1 SPACE i DDA�;;w ff w :X y ` u ;w < ,J C , X w 4' . ? j : PPRROOPPOOSSEED D GTAANRDAEGM E PPAARRKKIINNGG: : . . . . . . . 2 6 SPACES 41 4-le w .- w Al. w CO TRAS (6) BIKE 0 Lim 104 PARKING TOTAL PROPOSED PARKING: . . . . . . 20 SPACES ENCLOSURE S ENLOSURE PROP. BICYCLE PKG. (STORAGE UNIT): 12 SPACES OPEN SPACE PROP. BICYCLE PKG. (GARAGE): QMMV N 1 SPACES w w w w w s w w W ,., j PROP. w w \ /,.♦ 1' u w TOTAL LONG TERM BICYCLE PKG.: .13 SPACE S w XEMERGENCY TANDEM PARKING BLDG. A SHORT TERM BICYCLE PKG.: 6 SPACES UJ F w w : 0.E ° VEHICLE 2 STORY w w y W L.1 TOTAL BICYCLE PARKING: 19 SPACES W ,Y, LTD TURNAROUND 10 . TANDEM PARKING PROPOSED MOTORCYCLE PARKING: 1 SPACE Den t PARKING AND VEHICULAR AREAS . . . . . 12, 011 SF LiA N w W r Q N 3 - . °w eN o °o ms ' w w w w w w w W y w w w w w w w w w w w w w w w n w w w w w w w w W & w w .Ww w W w y w ` X ♦ t w w W C xW .. W 9 W , ;w n W M i 'W / /� ' . W !" ,� / ,�\ . W , s w w W w .4 w W y Q _ - w . " 4 u a W d a ° w . G . w i w w 1 W w ww � � w w . W w W w w _ � w w w W , - . * `, w W w w w w .` w ` M , f ' _w.w ,W ; w , , . :,- w w W w w w w " ` . w w W Y - - , w w w w w -w y . w w w Y 1 w r w ,W w w y i r w w w y � ) , ; . w w w w w w w . W w w • : 3 - , w W .w ww wW . . r ' w r w \ w W w Y , ` 1 _Ww w w w . � ,> w .w ,w w W , ; ' i W w wY✓ . , t ` w W Y , ;- .' % •.�w O. w w W ♦,. ! \; f : 'o • 4 V ` . w w : .! t W w w w w w W . O b om d 1 d e Q r �, r}1 jj I I ! ` 4 j T 3 (EXCLUDING GARAGE - AREA) TANDEM � EXTERIOR LIGHTING EXTERIOR BUILDING LIGHTS SHALL B E - P R OV I D ED ON E AC H = RESIDENTIAL IAL S T RUC T U R E. ALL LIGHTING MUST BE DESIGNED, POSITIONED AND SHIELDED TO REFLECT AWAY FROM ADJACENT COMMON BY REDUCING MAXIMUM MOUNTING HEIGHT TO FEET USING RESIDENTIAL PROPERTIES - - - cem W FA C TOR Y SHIELDING. 2 W GARAGE" TRANSIT FACILITIES EXISNSINGLETIG 9X BLDG . y' LO F THE NEAREST BUS STOP ON THE EAST SI DE OF 5TH STREET, DIRECTLY ACROSS THE STORY � ; AMILY RESIDENTIAL ; BUILDING. TO REMAIN,,.' 1032 SF STREET FROM THE SITE. W \w w w w w w 7 LL 5. 5 UJ Ln U 6 / 1YP / 24 BUILDING CODE COMPLIANCE 6' wood FENCE w ern ECR oNw 17. ' AREA C* tv d APPLICABLE CODES: 2010 STRUCTURL SPECIALITY CODE (APPENDIX N) CL 18' 2008 OREGON RESIDENTIAL SPECIALITY CODE T P. 2008 OREGON ELECTRICAL SPECIALITY CODE !{ XOMMOA c N 2010 OREGON MECHANICAL SPECIALITY CODE OPEN SPACE revisions: 2008 OREGON PLUMBING SPECIALITY CODE w w C♦ w W w 7 ! w w w w BUILDING AUTHORITY: CITY OF SPRINGFIELD VCVUPANC GROUP. R -2 20.4 ) CONSTRUCTION TYPE: TYPE V —B N89.59'57"W 139.00 CURB TO BASIC ALLOWABLE AREA: 7,000 SF >, R/W CL ACTUAL GROSS AREA: BUILDING A: LEVEL 1 1316 SF s. CHAIN LINK FENCE LEVEL 2 1316 SF 22 76 SF BUILDING B: LEVEL 1 Z LEVEL 2 2293 SF BASIC ALLOWABLE NUMBER OF STORIES: 3 STORIES s8 RW BASIC ALLOWABLE HEIGHT: 40 FT FIRE RESISTANCE RATED CONSTRUCTION: LOW —RISE RESIDENTIAL DWELLINGS SHALL BE SEPARATED BY FIRE date: 6/25/2013 .3 30' PARTITIONS AND HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH drawn by: AN104. VERTICAL DWELLING UNIT SEPARATION FIRE ARS PARTITIONS. HORIZONTAL DWELLING UNIT SEPARATION FIRE designer: RD BARRIERS. MEANS OF EGRESS: project no: -020 1 3 OCCUPANT LOAD 200 SFf OCCUPANT a BUILDING A: SECOND FLOOR HAS A TOTAL OCCUPANT LOAD OF 6 " SITE P LA N 0 ACCESSIBILITY: GROUND FLOOR UNITS TYPE B UNITS 49 I ce rr ii GRAPHIC SCALE 20 0 10 20 40 sheet: N ( IN FEET ) 4 ro MAP 17-03 -2s- 4 TAX LOT 2700 -TAX 2 N - N copyright @ 2013 Branch Engineering, Inc. rn 6' WOOD FENCE z z 0 to 0 04 r Lull C14 I-, GRAPHIC SCALE in 20 0 1Q 20 40 04 IN FEET 0 1 cn, TAX MAP 17-03 26--24 TAX LOT 2700 IV copyright 2013 Branch Engineering, Inc. 6' CHAIN - LINK FENCE FL=447.35 E)(. WW MH 6HW_ _0HW RIM= 454.30- C4 I 8- FL=442.66 1 OFL=442.13 LEGEND fiia C tNGINEERIN "* G.1= since 1977 civil • transportation structural -, geotechnical S U R V E Y I N G 310 5th Street Springfield, OR 97477 p- 541.746.0637 f: 541.746.0389 www.BranchEngineering.com Springfield OR I Salem OR PRoF- C. #69162PE OREGON 1�1' %� "A R), E EXPIRES: DECEMBER 30, 2013 project title: CL EXIS77NG PROPOSED ST MS��6-004 8" sT STORMWATER PROPERTY LINE FENCED PRIVATE OPEN SPACE CL —TC SRMWATER 4' WOOD FENCE CONNEC71ON FENCE EDGE OF ASPHALT, W_" 8*FL=447.00 6 2" 1W Jo CURB CURB 4" RD — r,� LIGHT POLE WITH ARM CONCRETE VALLEY GUTTER Av X y Y V V y V _101- POWER POLE EASEMENT GUY WIRE CONCRETE > *C� Q) M BLDG. A TELEPHONE RISER BUILDING o J 0 2 STORY W WATER METER w W LANDSCAPED AREAS um {{{JJj' LU LTD V. WATER VALVE WW WASTEWATER SEWER W I GAS VALVE ST STORMWATER LINE V) x LLM BUS STOP RO- ROOF DRAIN LINE SINGLE CHAMBER CATCH BASIN U '(S) STORMWATER MANHOLE DOUBLE CHAMBER CATCH BASIN V, Fr5' CURB INLET Li CLEANOUT x > UJ AREA DRAIN WASTEWATER MANHOLE PEV4COMMON $fk� P 14 A" 4. GRAVEL AMP 'MM EXISTING SIN(, CONCRETE �1\11 1 4 Jwpi. I FAMILY RESIDENTIAL ? I " X, .=J Iti, BUILDING "BUILDING TO REWN 1032 SF OHW OVERHEAD WIRE UJ 00� -G- GAS LINE LLJ 0 -4, CX.' Ce x TELL TELEPHONE LINE FO- FIBER OPTIC LINE V) 1`10 W w I EX. WW, MH W - WATER LINE, C;� Q. 450.64 WW. WASTEWATER SEWER LL o srwe FL=442.61 CATCH BASIN 'ST - STORMWATER SEWER k RIM=450.00 SN— 8 WW _( - UJ z FL=448.27 2) BENCHMARK kJ0 41 4 41 4. Mir ASL 00 4. 4. .4. 'k ill 1- 1 E 20.4' • V) SFSFSF CURB TO revisions: date: 6/25/2013 CATCH BASIN 7 WOOD drawn by: CATCH BASH designer: RDC RIM-449.62 FENCE project no: RIM = 449.62 FL=447.86 FL=447.60 / - =*=OHW— 9!5 -ON W N89!57-V 99 00 Q) Z LAJ � Cl- 004 cc) Q) 62, 0' 114" CN 2" —2� 6 i 81KE PARKIN 4COMMOAI OPEN SPACE IRAM 4" RD W w w PROP. D EMERGENCY VEHICLE TURNAROUND 7; I-ATrW PACT rn 6' WOOD FENCE z z 0 to 0 04 r Lull C14 I-, GRAPHIC SCALE in 20 0 1Q 20 40 04 IN FEET 0 1 cn, TAX MAP 17-03 26--24 TAX LOT 2700 IV copyright 2013 Branch Engineering, Inc. 6' CHAIN - LINK FENCE FL=447.35 E)(. WW MH 6HW_ _0HW RIM= 454.30- C4 I 8- FL=442.66 1 OFL=442.13 LEGEND fiia C tNGINEERIN "* G.1= since 1977 civil • transportation structural -, geotechnical S U R V E Y I N G 310 5th Street Springfield, OR 97477 p- 541.746.0637 f: 541.746.0389 www.BranchEngineering.com Springfield OR I Salem OR PRoF- C. #69162PE OREGON 1�1' %� "A R), E EXPIRES: DECEMBER 30, 2013 project title: CL EXIS77NG PROPOSED ST MS��6-004 8" sT STORMWATER PROPERTY LINE FENCED PRIVATE OPEN SPACE CL —TC SRMWATER 4' WOOD FENCE CONNEC71ON FENCE EDGE OF ASPHALT, W_" 8*FL=447.00 6 2" 1W Jo CURB CURB 4" RD — r,� LIGHT POLE WITH ARM CONCRETE VALLEY GUTTER Av X y Y V V y V _101- POWER POLE EASEMENT GUY WIRE CONCRETE > *C� Q) M BLDG. A TELEPHONE RISER BUILDING o J 0 2 STORY W WATER METER w W LANDSCAPED AREAS um {{{JJj' LU LTD V. WATER VALVE WW WASTEWATER SEWER W I GAS VALVE ST STORMWATER LINE V) x LLM BUS STOP RO- ROOF DRAIN LINE SINGLE CHAMBER CATCH BASIN U '(S) STORMWATER MANHOLE DOUBLE CHAMBER CATCH BASIN V, Fr5' CURB INLET Li CLEANOUT x > UJ AREA DRAIN WASTEWATER MANHOLE PEV4COMMON $fk� P 14 A" 4. GRAVEL AMP 'MM EXISTING SIN(, CONCRETE �1\11 1 4 Jwpi. I FAMILY RESIDENTIAL ? I " X, .=J Iti, BUILDING "BUILDING TO REWN 1032 SF OHW OVERHEAD WIRE UJ 00� -G- GAS LINE LLJ 0 -4, CX.' Ce x TELL TELEPHONE LINE FO- FIBER OPTIC LINE V) 1`10 W w I EX. WW, MH W - WATER LINE, C;� Q. 450.64 WW. WASTEWATER SEWER LL o srwe FL=442.61 CATCH BASIN 'ST - STORMWATER SEWER k RIM=450.00 SN— 8 WW _( - UJ z FL=448.27 2) BENCHMARK kJ0 41 4 41 4. Mir ASL 00 4. 4. .4. 'k ill 1- 1 E 20.4' • V) SFSFSF CURB TO revisions: UTILITY PLAN sheet: PRE-SUBMITTAL RECD JUN 2 6 2013 date: 6/25/2013 drawn by: ARS designer: RDC project no: 13-020 UTILITY PLAN sheet: PRE-SUBMITTAL RECD JUN 2 6 2013 C R,kft i0or W H G I N E E R I N G.0 Since 1977 civil # transportation structural • geotechnical S U R V E Y I N G 310 5th Street Springfield, OR 97477 p: 541,746.0637 f: 541.746.0389 www.BranchEngineering.com Springfield OR I Salem OR C- 69162PE OREGON 4,0 4 RY A y J0, AT 951, DENSITY EXPIRES.- DECEMBER 30, 2013 cul mr=r ACCESS DRIVE NL r1V1rx7:NkT project title: VEHICLE TURNAROUND SECTION 5, 726 SF SCALE. NONE 1�3 7' WOOD nscl FENCE %K 3 AC PAVING 03 4Z?K 0j --N89Z9!5 7-V— -19aOa— OHW- �OHW --OHW 8ti--(0) CRUSHED RUSHED ROCK, JINJ COMPACTED THICKNESS AT m] 907o DENSITY 04 1 1.8% 50�- 0.7% c" 0 0.7% 0.7% 0.7% 3.8 lvp- 0.5% C- A 1b , � (%6 A< .4 4' WOOD FENCE V. iy (6) B Ir •-x� X/ W W XOMMOAI %JK --T1 w w w w w w w w w ww 4 I1 j 333 { c 4 RAM Y -OPEN SPACE 2% PROP. EMERGENCY BLDG. A ORY VEHICLE 2 ST w W L! ; TD TURNAROUND - x V) COMPACTED SUBGRADE 2% AT 957, DENSITY 2.% + W, M 418 rM a a. ION PARKING LOT SECT 5s866 SF -41 4. A cz� COMMON* 11,41 NONE x PPEV 4'SPAC SCALE. 10 MODIFIED 4. 4. ke 41 x1x/ 1 0 e L .1-,-XAR GARAGE "X I." V, X, % BLDG. B 4 X X, ' 1>1" , ";� boS77NG SINGLE; IX 4 FAMILY RESIDEN 2 STORY 71AL Y, 'BUILDING TO REMAIN,-, -.J 1032 SF W '4' I 41 4- x LEGEND IL P, X, < 11N 4-.,\ 4' RECRE4TION. EXIS77NG PROPOSED 7 AREA 41� r• " - ., N Qz Q Z , ; <1 x W, PROPERTY LINE 4. + '1� FENCED PRIVATE OPEN SPACE KJ 3�� �3 FENCE EDGE OFASPHALT Y'� XOMMOU 10o 04 CURB CURB, %bK OPEN SPACE U07 CONTOUR LINE CONCRETE VALLEY GUTTER LIGHT POLE WITH ARM EASEMENT 1 .41 4- .4, CURB TO 20.4' -m— POWER POLE CONCRETE <4ic N6-5957V 199-00 R IW CL GUY WIRE BUILDING 6' CHAIN m TELEPHONE RISER I LANDSCAPED AREAS LINK FENCE >I WATER VA L VE SINGLE CHAMBER CATCH BASIN GAS VALVE IKJ DOUBLE CHAMBER CATCH BASIN q8, R /W BUS STOP FL TQ CLEAN OUT 30' SD, STORMWATER MANHOLE EXISTING SPOT ELEVATION CURB INLET x WASTEWATER MANHOLE PROPOSED SPOT ELEVATION GRAVEL x CONCRETE 0.5% PROPOSED SLOPE AND DIRECTION OF �L\X-" \,,J BUILDING FLOW BENCHMARK 70 41 EXISTING CONTOUR tT- 'Y O GRAPHIC SCALE revisions: date: 6/25/2013 drawn by: ARS designer: RDC project no: 13-020 sheet: