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HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/31/20177 Lo 5 0 C F G 43rd Fl C MINI STOfR G� 110 43rd PLACE SPRINGFIELD, OR TAX LOT: 11-02-32-31-- 024.01 ZONING: GC COMMUNITY COMMERCIAL NOTrz5= GENERAL: i. DO NOT SCALE DRAWINGS, USE DIMENSIONS. VERIFY ALL DIMEN51ON5 PRIOR t0 BEGINNING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER WiTHIN 24 HOURS OF FINDING ANY DISCREPANCIES BETWEEN PLANS AND EXISTING CONDITIONS. 2. REFERENCES t0 "ENGINEER" CONTAINED ON CIVIL PLANS HEREIN REFER TO GEOMAX, INC. BUILDING PLANS REFER t0 GEOMAX, INC. GEOMAX, INC. IS THE OF RECORD. 51 TE: 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM t0 THESE PLANS AND THE LATEST CiTY OF SPRINGFIELD -AMENDED OREGON STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. THE LATEST UNIFORM PLUMBING CODE, THE LATEST OREGON STRUCTURAL SPECIALTY CODE, AND OTHER APPLICABLE STANDARDS. 2. CONTRACTOR SHALL CONFIRM ALL ITEMS OF WORK NOT SHOWN ON THE PLAN AND ALL THOSE NECESSARY FOR SUCCESSFUL, SAFE COMPLETION OF THIS PROJECT AS REQUIRED BY THE CiTY OF SPRINGFIELD DEVELOPMENT CODE AND PUB IC WORKS OR APWA STANDARDS. 3. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CiTY INSPECTIONS WHERE INSPECTIONS ARE REQUIRED. 4. REQUESTS BY THE CONTRACTOR FOR CHANGES t0 THE PLANS MUST BE APPROVED BY THE ENGINEER AND THE GENERAL CONTRACTOR BEFORE ANY CHANGES ARE IMPLEMENTED. 5. ATTENTION- OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THRU OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER (NOTE: THE PHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER 15 503-232-1981 OR 800-332-3244.) 5FR I NGF i EL2 GENERAL CON5TRUCT I ON NOTE5= A. ALL MATERIALS AND WORKMANSHIP WITHIN THE PUBLIC RiGHT-OF-WAY OR PUBLIC EASEMENTS SHALL MEET CITY OF SPRINGFIELD DEPARTMENT OF PUBLIC WORKS "STANDARD CONSTRUCTION SPECIFICATIONS, 1994" AS AMENDED IN 1998 COR CURRENT ADDITION), IN ADDITION TO THESE PLANS. B. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0100. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER NOTE- THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER 15 (800) 332-2344. G. LOCATION AND/OR DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. It 15 THE CONTRACTOR'S RESPONSIBILITY t0 CONTACT ALL UTILITY COMPANIES FOR UNDERGROUND LOCATION OF FACILITIES A t LEAST 48 HOURS PRIOR TO EXCAVATING OR "POTHOLING". THE "ONE -CALL" NUMBER (800) 332-2344 D. CONTRACTOR SHALL BE .RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES ON THE TiMING OF INSTALLATION OF THEIR FACILITIES. E. SPRINGFIELD CODE 10.2.1 REQUIRES NOTIFICATION OF OPEN TRENCHING FOR THE PROJECT TO ALLOW POSSIBLE AT4T CABLE INSTALLATION. F. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND SAFEGUARD THE PUBLIC AND WORKERS AGAINST INJURY AND PROTECT THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFFIC CONTROL SIGNING AND DEVICES SHALL 8E IN PLACE PRIOR t0 BEGINNING WORK. ALL TRAFFIC CONTROL SHALL CONFORi" I t0 THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD), CURRENT EDITION, AS SUPPLEMENTED AND AMENDED BY THE OREGON SUPPLEMENTS. FLAGGING SHALL BE PERFORMED AS SHOWN IN THE OREGON STATE HIGHWAY DIVISION HANDBOOK, '51GNiNG AND FLAGGING STANDARDS FOR SHORT-TERM WORK ZONES", CURRENT EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN A t THE PRE -CONSTRUCTION CONFERENCE FOR CiTY REVIEW AND APPROVAL. G. ALL SANITARY AND STORM SEWER CONNECTIONS TO EXISTING CITY OWNED FACILITIES (PIPE, CATCH BASINS, MANHOLES, ETC.) SHALL BE INSPECTED BY THE CONTRACTOR AND THE CITY'S PUBLIC WORKS MAINTENANCE DEPARTMENT PRiOR TO Section 11 - DRAFTING STANDARDS 9 - 4 EDSP 2002 HOOKING UP t0 THEM. CONTACT KEITH MIYATA (126-3615) OR RON SATHER (126-2240) NO I F55 THAN 48 HOURS PRiOR TO DESIRED INSPECTION TIME. N. BEFORE BACK -FILLING THE END OF A MAINLINE PIPE. NOT ENDING At A MANHOLE OR A CLEAN OUT, THE CONTRACTOR SHALL PERFORM THE TV INSPECTION AS REQUIRED BY THE STANDARD SPECIFICATIONS AND ALLOW THE CONSULTING ENGINEER t0 DETERMINE THE EXACT LOCATION AND ELEVATION OF THE END OF THE PiPE. 1. WHERE CONNECTING TO AN EXISTING PIPE. THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND ALLOW THE ENGINEER t0 VERIFY EXACT LOCATION AND ELEVATION, CONDITION, AND POSITIVE FLOW BEFORE LAYING ANY NEW PiPE ON THAT SYSTEM. J. THE SEWER GRADE SHALL BE PER THE PLANS SPECIFICATIONS AND WiTH THE MiNiMUi''1 COVER AS SHOWN ON THE PLANS K. THE CONTRACTOR SHALL INTERNALLY TELEVISION INSPECT THE SEWER AFTER ALL BACKFILL AND BEFORE THE FiNAL LIFT OF ASPHALT PAVING. THE CONTRACTOR SHALL SUPPLY THE CITY WITH A WRITTEN T.V. REPORT AND VIDEO TAPE FOR CITY APPROVAL AT LEAST 2 WORKING DAYS BEFORE THE PRE -PAVING MEETING. L. CONTRACTOR TO SCHEDULE A PRE -PAVING CONFERENCE 24 HOURS PRiOR TO PAVING. CONTACT RON SATHER (126-2240). M. ALL JOINTS BETWEEN EXISTING and NEW ASPHALT PAVING SHALL BE SEALED WiTH POLYMERIZED ASPHALT AND SANDED t0 PREVENT PICK UP. N. COMPACTION REQUIREMENTS- - LAYER RATE TEST - 5UBGRADE 9596 T99 - CRUSHED ROCK 95% T180 - ASPHALT (LOCAL) 9096 RiCE - ASPHALT (COLLECTOR/ARTERIAU 92% RICE 0. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS lPSly - CONCRETE USE FIELD LABORATORY - 51DEWALK/ADA RAMPS 3000 3450 - CURBS/GUTTERS 3500 4025 - DRIVEWAYS 3500 4025 - PAVEMENT 4000 4600 P. THIS PROJECT SHALL COMPLY WITH THE AMERICAN DISABILITIES ACT REQUIREMENTS SUCH AS INCORPORATION OF DESIGN CRITERIA FOR HANDICAP RAMPS, MAXIMUM PROFILE AND CROSS SECTION SLOPES FOR SIDEWALKS, UPGRADING EXISTING HANDICAP FACILITIES WHERE MAJOR CONSTRUCTION 15 OCCURRING, AND BUILDING WARNING FOR OBJECTS IN SIDEWALK SUCH AS CURBING OR LANDSCAPING AROUND MAILBOXES. Q. CONTRACTOR 15 RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER AGENCIES WITH JURISDICTIONS SUCH AS LANE COUNTY, OREGON DEPARTMENT of TRANSPORTATION, OREGON DIVISION OF STATE LANDS, THE ARMY CORPS OF ENGINEERS, OR. THE DEPARTMENT OF ENVIRONMENTAL QUALiTY. R ALL IMPROVEMENTS THAT WILL BE PRIVATELY OWNED AND MAINTAINED WiLL BE BOUND BY THE CURRENT REQUIREMENTS OF THE STATE OF OREGON STRUCTURAL SPECIALTY CODE, PLUMBING SPECIALTY CODE, AND/OR CITY OF SPRINGFIELD BUILDING DIVISION REQUIREMENTS. CONTRACTOR 15 RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER CiTY DEPARTMENT PRIOR TO DOING PRIVATE WORK. Section 11 - DRAFTING STANDARDS 9 - 5 ED5P 2002 S. EARTHWORK OUTSIDE THE RIGHT OF WAY AND PUBLIC EASEMENTS IN EXCESS OF 50 CUBIC YARDS REQUIRES A LAND AND DRAINAGE ALTERATION PERMIT (LDAP) T. STREET TREES SHALL BE SELECTED FROM THE APPROVED LIST OF STREET TREES IN THE SPRINGFIELD DEVELOPMENT CODE. ONLY STREET TREES WITH A MINIMUM TRUCK CALIPER OF 2 IN. MEASURED 6" ABOVE THE ROOT 5TEM SHALL BE . SELECTED FOR PLANTING. U. A PRE -CONSTRUCTION CONFERENCE 15 REQUIRED BEFORE START OF CONSTRUCTION. ALL UTILITIES, CONTRACTORS and CITY REPRESENTATIVES SHALL HAVE RECEIVED THE FINAL APPROVED PLANS AT LEAST 5 WORKING DAYS PRiOR TO THE PRE CONSTRUCTION CONFERENCE. V. THE ENGINEER AND/OR CITY HAVE THE RiGHT TO REQUIRE ADDITIONAL WORK NOT SHOWN HEREIN BUT NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE PROJECT. W. REQUESTS BY THE CONTRACTOR FOR CHANGES SHALL BE APPROVED BY THE ENGINEER AND THE CITY PRiOR TO IMPLEMENTATION. X. CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE IN ACCORDANCE WITH THE STANDARD SPECIFICATION TO THE CiTY FOR APPROVAL PRIOR t0 BEGINNING WORK. Y. CONTRACTOR SHALL BE AWARE IF PAVING 15 NOT SCHEDULED OR DOES NOT OCCUR PRIOR TO OCTOBER 15tH, WET WEATHER PROVISIONS INCLUDED ADDITIONAL ROCK SUBSTRUCTURE AND GEOTE)<TILE FABRIC SHALL USED. REFER TO STANDARD SPECIFICATION SECTION. A I B I C I D CODE ANALY5I5 CODES. 2014 065C, 2015 CiTY OF SPRINGFIELD DEVELOPMENT CODE 51TE ZONING- CC USE: SELF STORE UMTS AND ANIMAL RESCUE SPACE LOT SIZE- 13884 SQ. FT. IMPERVIOUS AREA: BUILDING- 5065 50. FT. PARKING/SIDEWALKS- 6110 5Q.FT. TOTAL- 11835 50. FT. PERCENTAGE OF LANDSCAPED AREA- 1496 2014 0550 CHAPTER 3 OCCUPANCY= B 4 5-1 CHAPTER 4 ALLOWABLE AREA PER BUILDING:- B- 23,000 5Q. FT., 3 STORY 5-1- 11,500 5Q. FT., 2 STORY ACTUAL AREA- B- 1,200 5Q. FT. 5-1- 3,865 SQ. FT. CHAPTER 5 BUILDING TYPE. TYPE 11-8 CHAPTER 6 FIRE RESISTANCE BASED ON SETBACK- LE55 THAN 5'- 2 HR 5' TO 10'- i HR., 10' OR GREA'T'ER N.R. CHAPTER 1 ALLOWABLE AREA UNSPRINKLERED- 12000 SQ. FT. NO FIRE ALARM. CHAPTER 1 FIRE WALL REQUIREMENTS- PROPERTY LINE WALLS- 2 HR (PENETRATIONS ALLOWED UNDER 055C 114.3.1 EXCEPTION 2) FIRE SEPARATION BETWEEN Es 4 5-1 OCCUPANCY- NONE REQUIRED. CHAPTER 10 OCCUPANT LOAD PER UNIT: B OCCUPANCY f 100 SQ. FT. / OCG -)=12 CHAPTER 10 MEANS OF EGRESS REQ: 1. MAX. TRAVEL DISTANCE= 50' CHAPTER 11 ACCESSIBILITY- ADA ACCESSIBLE HARDWARE WiLL BE INSTALLED 0 EACH SPACE. CHAPTER 11 ADA RESTROOM MECHANICAL_ VENT FAN. CHAPTER 12 HVAC SYSTEM TO BE DESIGN/BUiLD BY OTHERS. CHAPTER 16 SEE DESIGN CRITERIA. CHAPTER 11 SEE STATEMENT OF SPECIAL INSPECTIONS. CHAPTER 29 RESTROOM5 REQUIRED- 1 UNISEX ADA COMPLIANT. NEC ELECTRICAL SYSTEM- ANIMAL RESCUE 4 EXTERIOR LIGHTING DESIGN COMCHECK BY ELEC. CONTRACTOR DE51GN CRITERIA A. RiSK CATAGORY- II B. WIND EXPOSURE= B C. BASK WIND SPEED- 120 (O55C FIGURE 1609A) D. DE51GN SPECTRAL RESPONSE ACCELERATION PARAMETERS= 5ds=0.544g E. BA51C FORCE RESISTING SYSTEMS= - LIGHT FRAMED (COLD -FORMED STEEL) WiTH SHEAR WALLS. F. DE516N BASE SHEARS= Co x WEIGHT OF DESIGN AREA - SEE DE51GN CALCULATIONS G. SEISMIC RESPONSE COEFFICIENTS- Cs=0.0831 H. RESPONSE MODIFICATION COEFFICIENT- R=6.5, R2 (GWB) 1. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE 5TATEMENT OF 5FEC i AL i N5PECT i ON5 1. PERIODIC INSPECTION OF INSTALLATION OF EXPANSION ANCHORS RED HEAD ANCHORS, ANCHOR BOLTS OR EPDXIED IN PLACE BOLTS. A. ANCHOR TYPE B. ANCHOR DIMENSIONS C. HOLE CLEANING PROCEDURE D. EMBEDMENT DEPTH E. CONCRETE TYPE, COMPRE551VE STRENGTH 4 THICKNESS F. HOLE SIZE G. ANCHOR SPACING 4 EDGE DISTANCE H. INSTALLATION TORQUE 1. TYPE OF ADHESIVE 4 EXPIRATION DATE J. COMPLIANCE WITH MFR INSTALLATION INSTRUCTIONS H I 5HEET I NDEX SHEET T I SHEET CE 1 SHEET CE2 5HEET CE3 SHEET CE4 SHEET A I SHEET X42 SHEET GNI SHEET L51 J TITLE PAGE EXISTING CONDITIONS SIi'E LAYOUT GRADING PLAN UtlLltl' PLAN BUILDINGS A 4 B PLANS BUILDING G PLANS GENERAL CONSTRUCTION NOTES LANDSCAPE PLAN Si, -I(, ZQ vi-e,c,J Gram �coc�� Gate Received AUG 012017 Wginal SubmMal, TH PL. n 'A' ST. O M S = —10 + M [::: 9 V) } a ST Q °' � CIZ ;c SMITH WAY 9 N SMIT x A' C ANITA o ST. o- ALCQNA N F. BLUEBELLE o z VICiNITY MAP LTD. BUS STOP 15 n F: ASTER ASTER ST, Z ST. [BL!UEBELLOE r,&MFI i TA I� WAY SITE 6 z O Lu } I� ol PRQF��f\ '11adn3r�F' 1 l N,gLD D• �\ EXP. 12/31/10 DATE C�/19/l�t DESIGNER R.L.G. CHECKED BY R.D.R. FiLE NO. ROOF T.DWG PROJECT NO. SHEET NO. T1 K 7 0 3 1 7 R 5 M 3 0 A ( g C D E F A 1 8 1 C I D I E I F 1 I rALL NEW `tN5FORMER WM 4 )!.ICER T it NOTE5 1. FOUR PARKING 5PACE5 ARE PROVIDED ON 51TE. 2 STANDARD, 1 ADA AND 1 COMPACT. 2. THREE BICYCLE PARKING SPACES ARE PROVIDED. 2 514ORT TERM AND 1 LONG TERM INSIDE CAT RESCUE. 3. NO PUBLIC UTILITIES ARE PLANNED. 4. LOT COVERAGE: BUILDINGS, PARKING 4 DRIVEWAYS= 8596 LANDSCAPING 1596 X, I I J LEGEN tou Q�12 AREA DRAIN (2 COMPARTMENT) 1l AREA LIGHT ® CATCH BA51N (NEW) ® CATCH BASIN (EXIST.) -•-- DRAINAGE DIRECTION aCN DOWNSPOUT (NEW) 0 ELECTRICAL VAULT (E.VJ -o FENCE FIRE HYDRANT (EXIST - FIRE HYDRANT (NEW ) GAS (EXIST.) • FINISHED GRADE SPOT ELEVATION # EX15TING GRADE ELEVATION MANHOLE (NEW) STORM DRAIN MANHOLE (EXIST.) Q SANITARY SEWER MANHOLE (EX15T.) ® SANITARY SEWER CLEAN OUT (NEW) 0 5.5.0.0. (EXIST.) SQ SANITARY MANHOLE (EXISTJ Q STORM DRAIN MANHOLE (Exist.) M TELEPHONE RI5ER o WATER METER BOX (EXIST) • WATER METER BOX, (NEW) WATER VALVE (NEW) D4 WATER VALVE (EXIST.) } -d STREET LIGHT (EX15T.) AD BP C.O. DIV E.O.P. EX. F.H. GM G.V. L.F. Lt M.B. M.H. PUE Rt 5-- 5`50 V P S.D. 5.5. 55 # SRV. 5TID 5" e TFC TA - UP V.B. W/L W/M W.5. W"x" W.V. OWNER. CRAIG JOHN KOCH REVOCABLE TRUST 2118 W. 29th AVE. EUGENE, OR 91405 51TE ADDRE55- 110 43rd PLACE SPRINGFIELD, OR MAP. 11-02-32-31 LOT= 02401 z AREA DRAIN BACKFLOW PREVENTER CLEAN OUT STORM DRAIN, X" 10 (EXIST.) EDGE OF PAVEMENT EXISTING FIRE HYDRANT GAS METER GATE VALVE LINEAR FEET LEFT METER BOX MAN HOLE PUBLIC UTILITY EASEMENT RIGHT SLOPE EXIST, x"* SANITARY SEWER EXIST, x"* PRESSURE SANITARY SEWER STORM DRAIN SAN. 5EW. #" SANITARY SEWER SERVICE W/ C.O. STANDARD SAN. SEWER MAIN X' 4 (EXIST.) TEMPORARY TOP FACE CURB TRAFFIC LID EXISTING UTILITY POLE VALVE BOX WATER LINE WATER METER WATER SERVICE LINE, CORP. STOP, ANGLE STOP 4 M.B.. SEE DETAIL 408 WATER MAIN X" 10 (EXI5V WATER VALVE Date Received AUG 012017 Original Submittal Wl&-- I 4� 19403P OREGON 9l OREGON NgCD 0• R� EXP. 12/31/18 z tou Q�12 V +- w O N� W O aCN z M �.J V +- w O N� W O 04 d 1-1 z 5 Q F...1 W M DATE W 2/1/16 DESIGNER R.L.C. CHECKED BY R.D.R. FILE NO. R004CE I.DWe PROJECT NO. St kEET c -la. CE 2 13 0 h C:� 5 2 N, iN 1 01 V +- w O w w DATE W 2/1/16 DESIGNER R.L.C. CHECKED BY R.D.R. FILE NO. R004CE I.DWe PROJECT NO. St kEET c -la. CE 2 13 0 h C:� 5 2 N, iN 1 01 0 7 �A9 5 3 2 1 0 0 10 E 9 G SCALE= 1%10' OWNER- CRAIG JOHN KOCH REVOCABLE TRUST 2118 W. 29th AVE. EUGENE, OR 91405 SITE ADDRE55= 1"10 43rd PLACE SPRINGFIELD, OR MAP= 11-02-32.31 LOT: 02401 a 9 I A I EX. WM 4 REMCER C J _�ECsEND AD AREA DRAIN (2 COMPARTMENT) 11l AREA LIGHT ® CATCH BASIN (NEW) ® CATCH BASIN (EX15T.) --- DRAINAGE DIRECTION ' DOWNSPOUT (NEW) 0 ELECTRICAL VAULT (EV-) --o FENCE G.V. FIRE HYDRANT (EX15T.) L.F. FIRE HYDRANT MEW ) LT GAS (EXIST.) • FINISHED GRADE SPOT ELEVATION • EXISTING GRADE ELEVATION ® MANHOLE (NEW) @D STORM DRAIN MANHOLE (EXIST.) 5= SANITARY SEWER MANHOLE (EX15T.) • SANITARY SEWER CLEAN OUT (NEW) 0 5.5.0.0. (EXIST.) 0 SANITARY MANHOLE (EXIST.) DQ STORM DRAIN MANHOLE (EXIST.) Ill TELEPHONE R15ER C3 WATER METER BOX (EXIST) �. WATER METER BOX, (NEW) S"x" WATER VALVE (NEW) D4 WAFER VALVE (EXIST.) }—o STREET LIGHT (EXIST.) AD AREA DRAIN BP BACKFLOW PREVENTER C.O. CLEAN OUT D"x" STORM DRAIN, X" ,O (EXIST.) E.O.P. EDGE OF PAVEMENT EX. EX15TING F.N. FIRE HYDRANT GM GAS METER G.V. GATE VALVE L.F. LINEAR FEET LT LEFT, M.B. METER BOX M.H. MAN HOLE PUE PUBLIC UTILITY EASEMENT RT RIGHT 5= SLOPE S"x" EXIST. >& SANITARY SEWER 5"x"P EXIST. x"0 PRE55URE SANITARY SEWER S.D. STORM DRAIN 5.5. SAN. SEW. 55 I# SRV." SANITARY SEWER SERVICE W/ C.O. 5TD. STANDARD S"x" SAN. SEWER MAIN X" 41 (E)<IST.) TEMP. TEMPORARY TFC TOP FACE CURB T.L. TRAFFIC LID UP EXISTING UTILITY POLE V.B. VALVE BOX W/L WATER LINE W/M WATER METER W.5. WATER SERVICE LINE, CORP. STOP, ANGLE STOP 4 M.B.. SEE DETAIL 408 W"x" WATER MAIN X" 10 (EXIST.) W.V. WATER VALVE �Sll-1'1- 0�10-i�PZ- S�ke� Plav\ 2j (_IiQ(,A) Date Received AUG 012017 Original Submittal.. J K 01 PR �194d3PE� 9l OREGON i qCD 0. EXP. 12/31/18 N O w Ix U z z a5g-Cn a 5; z� �N vi z�-2 Fu T� V 0 ' Z 0 ;1 Q Q H �+ W H z 0 W Z W W � Q Co iu J fi` J W� W 2 N DATE 2/-1116 DE5IGNER R.L.C. CHECKED BY R.D.R. FILE NO. RO05CE 1.DW6 PROJECT NO. fRO04 1 5HEET NO. CE 3 K T i A SGALE= 1"=10' 0 10 20 30 OWNER. CRAIG JOHN KOCH REVOCABLE TRUST 2'1'18 W. 29th AVE. EUGENE, OR 91405 51TE ADDRES`5x 110 43rd PLACE SPRINGFIELD, OR MAP- 11-02-32-31 LOT; 02401 5 0 V 2 1 WM 4 :)UCER m I i i LEGEND V N 1.i1 Lu F. AREA DRAIN (2 COMPARTMENT) AREA LIGHT += CATCH BA51N (NEW) ® CATCH BASIN (EXIST.) -s-- DRAINAGE DIRECTION • DOWNSPOUT (NEW) 0 ELECTRICAL VAULT (E.V.) —o FENCE zz FIRE HYDRANT (EXIST.) Z�w FIRE HYDRANT (NEW ) Q CTAS (EXIST.) .# FINISHED GRADE SPOT ELEVATION ###.## EXISTING GRADE ELEVATION 0 MAN14OLE (NEW) STORM DRAIN MAM40LE (EXIST.) ® SANITARY SEWER MANHOLE (EXIST.) ® SANITARY SEWER CLEAN OUT (NEW) O 5.5.C.O. (E)<IST.) SJ SANITARY MANHOLE (EXIST.) STORM DRAIN MANHOLE (EXIST.) M TELEPHONE RISER c3 WATER METER BOX (EXIST) m WATER METER BOX, (NEW) WATER VALVE (NEW) P4 WATER VALVE (EXIST.) STREET LIGHT (EXIST.) AD AREA DRAIN BP BACKFLOW PREVENTER C.O. CLEAN OUT D"x" STORM DRAIN, X'41 (EXIST.) E.O.P. EDGE OF PAVEMENT EX. EXISTING F.H. FIRE HYDRANT GM GAS METER G.V. GATE VALVE LF. LINEAR FEET LT LEFT M.B. METER BOX M.N. MAN HOLE PUE PUBLIC UTILITY EASEMENT RT RIGHT S= SLOPE S"x" EXIST. )& SANITARY SEWER S"x"P EXIST. x"41 PRESSURE SANITARY SEWER S.D. STORM DRAIN S.S. SAN. SEW. SS # SRV. #" SANITARY SEWER SERVICE W/ C.O. STD. STANDARD S"x" SAN. SEWER MAIN X" 41 (EXIST.) TEMP. TEMPORARY TFC TOP FACE CURB T.L. TRAFFIC LID UP EXISTING UTILITY POLE V.B. VALVE BOX W/L WATER LINE W/M WATER METER W.S. WATER SERVICE LINE, CORP. STOP, ANGLE STOP $ M.B.. SEE DETAIL 408 W"x" WATER MAIN X"* (EXIST.) W.V. WATER VALVE NOTES 1. ESTIMATED CUT/FILL QUANTITIES EXCAVATION= 400 CU. YD. FILL. 350 CU. YD. PZ— Si�-e, i'l wn R�vi�ec,� H I I pate e�e1ved AUG 012a�1 J FFIff� 0 OREGON 'Po AGCY 22, ��� �'qLD 0. R EXP. 12/31/18 N z O ul } w 0 Z V N 1.i1 Lu F. 'W V += w °a X z� a � DATE m 211116 Ask 'A zz R.L.G. Z�w PROJECT NO. SHEET NO. CE4 VA m 3 2 'W V += w °a � Lu r a � DATE 211116 0 R.L.G. CHECKED BY Z FILE NO. R004GE LEXCx o Z oA A-+ H U a � co 40 PROJECT NO. SHEET NO. CE4 VA m 3 2 u += w °a � Lu r a � DATE 211116 DE51GNER R.L.G. CHECKED BY R.D.R. FILE NO. R004GE LEXCx PROJECT NO. SHEET NO. CE4 VA m 3 2 2 7 rJ. 2 3 K A I B ( C I D I E ( F A I B Lo I E F i NEW TRANSFORM R EX. WM 4 BACI REDUCER VAL h SCALE- 1"=10' • • �00 OWNER= CRAIG JOHN KOCH REVOCABLE TRUST 2118 W. 29th AVE. EUGENE, OR 91405 SITE ADDRESS= 110 43rd PLACE SPRINGFIELD, OR MAP- 11-02-32-31 LOT= 02401 J OREGON •p `�cr 42. D D• EXP, 12/31/18 LEGENL!'..... ® AREA DRAIN (2 COMPARTMENT) �l AREA LIGHT MM CATCH BASIN (NEW) Ii ® CATCH BASIN (EXIST.) Z -*- DRAINAGE DIRECTION ° DOWNSPOUT (NEW) 0 ELECTRICAL VAULT (F-V.)w —o FENCE Z ,� 496 SIRE HYDRANT (EXfST.) Z Zr-5;!t OP IRE HYDRANT (NEW) GAS (EXIST.) z • FINISHED GRADE SPOT ELEVATION . EXISTING GRADE ELEVATION MANHOLE (NEW) z u STORM DRAIN MANHOLE (EXIST.) r SANITARY SEWER MANHOLE (EXIST.) 4 1► SANITARY SEWER CLEAN OUT (NEW) Q m D S.S.C.O. (EXIST.) � � � (EXIST.) den SQ SANITARY MANHOLE s STORM DRAIN MANHOLE (EXIST.? ry M TELEPHONE RISER CM WATER METER BOX (EXIST),_ .e WATER METER BOX, (NEW) M WATER VALVE (NEW) D4 WATER VALVE (EXIST.) >(---o STREET LIGHT (EXIST.) AD AREA GRAIN BP BACKFLOW PREVENTER C.O. CLEANOUT -y D"x" STORM DRAIN, X" 0 (EXIST.) W E.O.P. EDGE OF PAVEMENT EX. EXISTING F.N. FIRE HYDRANT �y GM GAS METER W G.V. GAtE VALVE 0 L.F. LINEAR FEEL Lt LEFT+ M.M METER BOX M.H. MAN HOLE ME PUBLIC UTILITY EASEMENT Rt RIGHT o S= SLOPE ~ S"x" EXIST. x"4' SANITARY SEWER H S"x"P EXIST. x"'O PRESSURE SANITARY SEWER �+ i S.D. STORM DRAIN S.S. SAN. SEW. ►--� SS # SRV. VI SANITARY SEWER SERVICE W/ C.Q. STD. STANDARD S"x" SAN. SEWER MAIN X" 0 (b<15T.) TEMP. TEMPORARY TFC TOP FACE CURB T.L. TRAFFIC LID UP EXISTING UTILITY POLE Co Y.B. VALVE BOX W/L WATER LINE W/M WATER METER W.S. WATER SERVICE LINE, CORP. STOP, ANGLE STOP 4 M.B_ SEE DETAIL 408 w UY x" WATER MAIN X" 0 (EXIST.) W.V. WATER VALVE W o W o DATE �~ W� 211/I ro DEvICYNER j R.L.G. t CHECKED B7 01 R.D.R. y� FILE NO. "J R004CE LDW6 PROJECT NO. Date Received fRo04. AUG Ol 2017 5HF-F-r NO. Original Submittal CE5 7 7 9 V. 3 2 M-1 2 7 0 0 El 3 0 0 r C It 19 I PROP05ED 3r +Qrr �Jr �Or� 31 -orr' BUILDING 0 'it Vit —480.5 12501L t'll 416.10 - RAIN GARDEN. R EX. 51DEWALK EX. WM 4 SACKFI REDUCER VALA G I 419.93 EX. CATCH BASIN D- W OUTFALL 414.15 A I B I C I D I E I F I G I H I J K PROFF�fi LANDSCAPE PLANTIN., s SCHEDULE LEGENDS 51Z'E ��`IMRZ� �y9 T PLANT SPACING TREES WESTERN RED OAK (Quercm nibra) 2" CALIPER 19403P 30' SHRUBS WE5TERN RED OAK (Quercus Rubra) 3 OREGON JG<Y OVATUS AUREUS (15"ff us japontcus) 3 GALLON 40 3' 22, gG '� C % 5HRUB5 VARIES RHODODENDRON (Rhododeri&ona meavphgbuv) D 0. 1 QOVATU5 AUREU5 (EuoNmus japonicus) 3 GALLON EXP. 12/31/18 4' MIN. CiROUND COVER KINNIKINNICK (Arctost.g2NIos uva-urW -T I GALLON 36 5' w 2 om DAVE 2/7/16 0t PURPLE LEAF JAPANESE BARBERRY R.L.G. CHECKED BY R.D.R. (Berberis thunbergii var.atropurpurea) FILE NO. R004GE LDWG PROJECT NO. RHODODENDRON (Rhododendron macrophgllt CREEPING MAHONIA (Mahonia repens) GRA55ES # NEEDLE SPIKE RUSH (eleocheris acicularis) 0 Z 0 FOX RED CURLY SEDGE (Carex buchanann) GROUND COVERzp U KINNIKINNICK (Arctostaphglos uva-urstl) a �� NOTE5= n 1. IRRIGATION PIPING, SPRINKLERS CONTROLS BY LANDSCAPE CONTRACTOR z LU WA o a) LANDSCAPE PLANTIN., s SCHEDULE PLANT NAME 51Z'E No. OF PLANTS T PLANT SPACING TREES WESTERN RED OAK (Quercm nibra) 2" CALIPER 1 30' SHRUBS 2" CALIPER 3 30' OVATUS AUREUS (15"ff us japontcus) 3 GALLON 40 3' PURPLE LEAP JAPANESE BABY (berberts thmtwgn ver: atropurpwvW 3 GALLON 8 VARIES RHODODENDRON (Rhododeri&ona meavphgbuv) 3 GALLON 1 4' MIN. CREE - ING MAI-IONIA (Mahone repsm) 3 GALLON b 4' MIN. CiROUND COVER KINNIKINNICK (Arctost.g2NIos uva-urW -T I GALLON 36 5' INFILTRATION BASIN PLANTING SCHEDULE PLANT NAME 51ZE No. OP PLANTS I PLANT SPACING 04 SLE SPIKE RUSH (EkKxh its actailaris) 4" POTS 96 1' PDX RED CURLY SEDGE (Carex buchawV 4" POTS 96 I' Q SCALE= 1"=10' O 10 20 30 OMM- CRAIG JOHN KOCH REVOCABLE TRU. 2`118 W. 29th AVE. EUGENE, OR 91405 51TE ADDRE55i 110 43rd PLACE SPRINGFIELD, OR MAP, 11-02-32-31 LOT= 02401 z=z z W � 4 0 �4 V 1 o a Z 1� 04 H 3 U� T W ` z V) 04 Q3 Q 3 U� mtt byqJ w 2 om DAVE 2/7/16 0t DESIGNER R.L.G. CHECKED BY R.D.R. FILE NO. R004GE LDWG PROJECT NO. Date Rf=Ceived AUG 012011 Original Subm*al c,, � J f7�Ti7i` 5"EF-T tA0 L51 K