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Plan, Tentative APPLICANT 3/25/2020
1►100W 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAP 41039C1162F AND IS IN AN AREA DETERMINED TO BE OUTISIDE 500 -YEAR FLOODPLAIN. 2. PROPERTY IS ZONED HEAVY INDUSTRIAL (HI). ALL PROPERTIES WITHIN 100 FT. ARE ZONED HEAVY INDUSTRIAL (HI). 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET C4. FRANCHISE UTILITIES (ELECTRIC, PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY PRIVATE UTILITY PROVIDERS. 4. ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK NO. 129 BRASS CAP 30' SOUTH OF RAILROAD TRACKS AND 60' WEST OF WEST CURB ON 42ND STREET ELEVATION = 484.46' (NAVD88). TOPO SURVEY DONE BY OLSON & MORRIS. 5. THERE ARE NO LTD FACILITIES WITHIN A HALF MILE OF THE SITE. 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. 7. FIRE HYDRANT RESIDES APPROXIMATELY 85 FEET SOUTH OF THE SOUTHEAST PROPERTY CORNER. 8. SOIL TYPE ON THIS SITE IS NEWBERG URBAN LAND COMPLEX, HYDROLOGIC GROUP C (WEB SOIL SURVEY). 9. THIS MAP IS FOR TOPOGRAPHIC INFORMATION ONLY. IT IS NOT A BOUNDARY SURVEY. 10. SITE IS LOCATED WITHIN THE 20 YEAR TIME OF TRAVEL ZONE FOR DRINKING WI TER PROTECTION. \ I\ I \ I I � I 1 1 I \ i I TENTATIVE SITE REVIEW PLAN SET FOR 860 42ND STREET N.W. 1/4, N.W. 1/4, SEC. 32, T.17S, R.2W. W.M. TAX LOT 200 SPRINGFIELD, LANE COUNTY, OREGON J ,55 \ \ \ \ o \ ` oy \ F \ \I j LOT 1 17-02-32-22-00100 1 I \ LOT 1 17-02-32-22-01700 \\ 44" WEYERHAEUSER \ I EFFLUENT LINE \ I M / 20 YEAR TIME TO \\ \\ \\ \\ TRAVEL ZONE L\ AY \ Q\ R \\\ O R0 w/� P L/ DASPHALT RIVEWAY \ F AF \\\ \ VIUIN1'I'Y MAP N.T.S. SHEET INDEX ELECTRIC: C-1.0 WATER: SITE ASSESSMENT PLAN C-2.0 CABLE: SITE DEVELOPMENT PLAN C-3.0 QW SITE GRADING & PAVING PLAN C-4.0 515 SITE DRAINAGE & UTILITY PLAN C-5.0 © CIVIL DETAILS C-5.1 ® CIVIL DETAILS LA -1.0 SITE PLANTING PLAN A3.1 FIRST FLOOR PLAN A6.1 BUILDING ELEVATIONS FRANCHISE UTILITY PROVIDERS ELECTRIC: SUB WATER: SUB TELEPHONE: CENTURYLINK CABLE: COMCAST NATURAL GAS: NW NATURAL GAS T 4084 \ L1b A 13" DECIDUOUS (TO BE REMOVED) 484 IX WW MH 26019 812 FL W 11N =475t / 9" DECIDUOUS I EX CI #46741 8"-12" FL (N) IN=475.54 + (TO BE REMOVED) TRAFFIC RIM ELEV. = 485.05 \ 3" PRESSURE FL (SW) OUT=482.42' \ / / TWIN DECIDUOUS SIGNAL 12"L (E) = 482.36' RIM ELEV=485.54' /+ (TO BE REMOVED) POLES 10 FL (S) = 482.62' / I LOT 2 IIII \ / ASPHAL MM - - - - MM - - - - MM - - - - MM ----PUMR - STATION ASSESSOR'S MAP 17-02-32-22 TAX LOT 200, 100, 1700 17-02-32-22-00200 STREET \ �� +/`•j IPg \ EX DITCH INLET #475 \3 4 5' OVERHEAD l (TO BE REMOVED) EASEMENT PER DOC. \ ^I ti 12" FL (E) OUT=??? + / - NO. 13-063270, RIM ELEV.=484.09 CODR I II I DOUBLE \ BILLBOARD II 484 .254. 4 \\ 48� I I II I � \ \\ S p I I N I �\ \ \ D p S T R I A L S p U R a m u m I I I I I I 0 OWNER/APPLICANT OAKWAY GOLF, INC P.O. BOX 2266 EUGENE, OR 97402 A&O ENGINEERING, LLC 380 Q STREET, SUITE 200 SPRINGFIELD, OR 97477 (541) 302-9790 ARCHITECT ROOD HANSEN ARCHITECT LLC 1551 OAK STREET EUGENE, OR 97401 PHONE: (541) 687-7800 SCALE 1'=20' 20' 0 20' 40' Scott Digitally signed by Scott Morris, PE Morris PE Date: 2020.02.24 r 12:01:11 -08'00' LEGEND ' -464' EXISTING CONTOURS --•--•--•— EXISTING BOUNDARY — — — — ADJACENT PROPERTIES — — — — EXISTING CURB LINE x x EXISTING FENCE 8"W EXISTING WATER MAIN QW EXISTING WATER METER ® EXISTING WATER VALVE 515 EXISTING FRE HYDRANT (R`-8"WW -- "" --- EXISTING WASTEWATER SYSTEM © EXISTING CLEANOUT @-24"SD--n --- EXISTING STORM DRAINAGE SYSTEM ® EXISTING CATCH BASIN EXISTING CURB INLET -o EXISTING STREET UGHT UGE EXISTING UNDERGROUND ELECTRIC 0 EXISTING TRANSFORMER © EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE 2"G -- U+--- EXISTING GAS MAIN Ij EXISTING GAS VALVE ® PROPOSED WATER METER 8"WW PROPOSED WASTEWATER LINE ® PROPOSED WASTEWATER MANHOLE ® PROPOSED WASTEWATER CLEANOUT 12"ST PROPOSED STORM LINE ® PROPOSED STORM MANHOLE ® PROPOSED STORM CLEANOUT O PROPOSED CURB INLET OPROPOSED SIDEWALK SITE REVIEW PLAN SET —NOT FOR CONSTRUCTION U �w o 0 4 W R srt c w bA °' >~ ERA N N Sqe. �yaH a o'� o U SHEET C-1.0 �w o 0 4 W R srt c w SHEET C-1.0 0 N Y F- m Q Ez- u z 3 u 0 a � SHEET C-1.0 SITE DATA: GENERAL NOTES: TOTAL SITE AREA = 26,136 SQ. FT. (0.60 AC) 1. LOCATION OF UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE TOTAL IMPERVIOUS AREA = 17,882 SQ. FT. (68%) SERVICING UTILITIES FIELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR IMPERVIOUS NON -BLDG AREA = 10,706 SQ. FT. EXISTING FENCE SHALL FOLLOW ALL REQUIREMENTS OF OAR 952-001-0010 THROUGH 952-001-0090. ROOF AREA = 7,176 SQ. FT. �W ONE CALL PHONE NUMBER 811. LANDSCAPE AREA = 8,254 SQ. FT. (32%) 2. CONSTRUCTION OF ALL PRIVATE SEWERS SHALL COMPLY WITH THE CURRENT OREGON EXISTING FIRE HYDRANT (j�--8"WW -- ^ --- STATE PLUMBING CODES, THE LOCAL AUTHORITY AND AS SPECIFIED HEREIN. SEWER REQUIRED PARKING: EXISTING CLEANOUT AND MANHOLE TESTING SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING TOTAL REQUIRED = 12 (1 PER 500 S.F.) ® SPECIALTY CODES AND THE LOCAL AUTHORITY. TOTAL PROVIDED = 12 SPACES 3. THE CONTRACTOR SHALL OVEREXCAVATE ALL AREAS WHERE SUBBASE COMPACTION DOES HANDICAP SPACES REQUIRED = 1 UGE NOT MEET THE REQUIRED STANDARD SPECIFICATIONS, AS DETERMINED BY FIELD HANDICAP SPACES PROVIDED = 1 EXISTING TRANSFORMER INSPECTION AND TESTING. THE CONTRACTOR SHALL OVEREXCAVATE AT 6" BELOW BICYCLE PARKING REQUIRED= 3 (1 PER 3,000 S.F.) PHN SUBGRADE, LAY APPROVED GEOTEXILE FABRIC AND COMPACT GRANULAR BACKFILL LONG TERM= 1 SPACE - TO BE LOCATED INSIDE MATERIAL. CONTRACTOR SHALL COORDINATE ALL INSPECTION AND TESTING WITH THE EXISTING GAS VALVE ® GEOTECHNICAL PROFESSIONAL. OF BUILDINGPROJECT 4. PROVIDE SHORING OF ALL TRENCHES AS REQUIRED BY FEDERAL, STATE AND LOCAL SHORT TERM= 2 SPACES ® AUTHORITIES. 12"ST 5. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE EXISTING NOTES: ® PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION PRIOR 1. BICYCLE PARKING IS PROPOSED. SHORT TERM PROPOSED CURB INLET TO LAYING NEW PIPE. LOCATED AT NORTHWEST CORNER OF BUILDING. LONG 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY C.R. AS PER DETAIL. REFER TO SHEET C-5.0. THE CONSULTING ENGINEER AND THE OWNER BEFORE THE CHANGES ARE IMPLEMENTED. TERM WILL BE LOCATED INSIDE BUILDING. 7. THE CONTRACTOR SHALL EMPLOY CONSTRUCTION PRACTICES WHICH WILL MINIMIZE THE 2. DRIVEWAY IS PROPOSED TO BE EROSION OF DISTURBED GROUND DURING THE CONSTRUCTION ACTIVITY. THE "RIGHT-IN/RIGHT-OUT" ONLY DRIVEWAY. STRIPING IS PRACTICES SHALL COMPLY WITH THE OREGON DEPARTMENT OF ENVIRONMENTAL QUAUTY PROPOSED TO DESIGNATE TURNING MOVEMENTS AS, NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM PERMIT. PURSUANT TO ORS SHOWN. \ m 468.740 AND THE FEDERAL CLEAN WATER ACT. 3. STORAGE CONTAINERS ARE PROPOSED TO BE \ 8. WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR SHALL COMPLY WITH THE SEISMICALLY STRAPPED TO CONCRETE. DRAINAGE TO\ F PROVISIONS OF OAR 952-001-0010 TO 952-D01-0090, WHICH INCLUDE REQUIREMENTS BE ROUTED TO LOCATION NOT UNDERNEATHTHAT F THE CONTRACTOR HAND -EXPOSE (POT -HOLE) UNDERGROUND FACILITIES AND USE REASONABLE CARE TO AVOID DAMAGING THEM. CONTAINERS. SEE SHEET C-3.0 FOR BUILDING/STORM\ 9. PROVIDE DUST CONTROL AT ALL TIMES. PLANS. 4. STORAGE CONTAINERS SHOWN ARE PLACEHOLDERS \\ AND ARE INTENDED TO BE INSTALLED ONLY IF A FUTURE TENANT REQUESTS THEM. NO TENANTS ARE \ CURRENTLY IDENTIFIED FOR THIS DELEVOPMENT. 5. FENCE LOCATIONS SHOWN ARE PRELIMINARY. FINAL \ LOCATION TO BE DETERMINED AT TIME OF BUILDING \ PERMIT. 17-02-32-22-01700 \ \ \ GRAVITY 1 1 \ EXISTING PRIVATE SANITARY SEWER PUMP STATION 1 MM - - - - MM - - - - MM -GRAVITY- MM - - - - MM 17-02-32-22-00100 5.00' LANDSCAPE / BUFF!R/ VAN ArrrCClRI r ADA SPACE W/i PER DETAIL ON SHEET C-5.0. I + / TEMPORARY BIKE STORAGE (SEE NOTE 1 ABOVE) LAN WELLHEAD PROTECTION CONSTRUCTION NOTES: 1. THE DEVELOPMENT FALLS IN THE 20 YEAR TIME OF TRAVEL ZONE AND IS SUBJECT TO DRINKING WATER PROTECTION PROGRAM STANDARDS IDENTIFIED IN SPRINGFIELD DEVELOPMENT CODE SECTION 3.3-200. 2. DNAPL CHEMICALS ARE PROHIBITED AT THE SITE. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDS'S FOR ALL CHEMICALS PROPOSED FOR USE ON -SFE PRIOR TO USE OR DEUVERY TO THE PROPERTY. BASED ON THESE MSDS'S THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPL'S). THE ENGINEER MAY CONTACT THE SUB WATER QUALITY PROTECTION COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPL'S. A COPY OF THE MSDS FOR ALL CHEMICALS USED ON THE PROJECT WILL REMAIN ON THE JOB SITE AS REQUIRED BY LAW. 3. ALL CHEMICALS USED DURING CONSTRUCTION SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. 4. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. 5. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. Em M 37.5' - 5.00' 12.00' X 10.00' 37.5' OVERHEAD DOOR LIGHTING LED (SEE (TYP.) SHEET C-5.0) (6 MULTI -TENANT TYP. PROPOSED BUILDING (6000 SF) \ \ \ STRIPING NOTE 2 ABOVE) E \ h \\ \ )CK \ \\XISTING DRIVEWAY \ (TO BE CLOSED) G41Piy �y� 1 \ PROPOSED FIRE \\, WALKWAY VEW FENCE \ HYDRANT qND 4' MANGATE oy y\\ 2 a \\\ 'R oII AMP DOWN iTr' \ 'RAMP ASPHALT III \ AND10.00' E' SCAP\ Nw II 'ROTECTIVE IUFFER (SEE I 111 \ ;HEET LA -1.0 �950��I EXISTING TRAFFIC \ 9.��50' i SIGNALS m 11 PROPOSE 37.5' EX WWEX MH�26019� �£ I' 88 -12LFL W IN 475.54 IN=475.54 150' 5.31' BILLBOARD 8"-12" FL (N) IN=475.54 \ o SEPARATION 3" PRESSURE FL (SW) OUT=482.42' I \ LAW RIM ELEV.=485.54' \ LAWN m I � I \ EXISTING RAILROAD TRACKS I � PRESSURIZED LINE ` I \ I \ I \ I x TAX ASSESSOR 17-02-32-22 TL 00200 10 FL (S) IN=482.62' 12" FL (E) OUT=482.36' RIM ELEV.=485.05' SCACB 1'=20' 20' 0 20' 40' LEGEND � -484' EXISTING CONTOURS --•--•--- EXISTING BOUNDARY - - - - ADJACENT PROPERTIES EXISTING CURB LINE -x-x- EXISTING FENCE 8"W EXISTING WATER MAIN �W EXISTING WATER METER ® EXISTING WATER VALVE EXISTING FIRE HYDRANT (j�--8"WW -- ^ --- EXISTING WASTEWATER SYSTEM © EXISTING CLEANOUT @--24"SD--n --- EXISTING STORM DRAINAGE SYSTEM ® EXISTING CATCH BASIN EXISTING CURB INLET EXISTING STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC ❑Q EXISTING TRANSFORMER © EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE 2"G -- --- EXISTING GAS MAIN EXISTING GAS VALVE ® PROPOSED WATER METER 8"WW PROPOSED WASTEWATER LINE ® PROPOSED WASTEWATER MANHOLE ® PROPOSED WASTEWATER CLEANOUT 12"ST PROPOSED STORM LINE ® PROPOSED STORM MANHOLE ® PROPOSED STORM CLEANOUT O PROPOSED CURB INLET PROPOSED FENCE PROPOSED PAVED AREA: 3" LEVEL 2 HMAC AC OVER C.R. AS PER DETAIL. REFER TO SHEET C-5.0. OPROPOSED CONCRETE AREA: HEAVY SECTION 6" 3500 PSI REINFORCED CONCRETE OVER 2 CRUSHED ROCK W/4" WIRE MESH PLACED 2" ABOVE ROCK GRADE. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION SHEET C-2.0 o CC W SHEET C-2.0 0 N 6 Y W m A F F U z 3 U O w 0 SHEET C-2.0 1 1 1 1 MM -4 NOTES: 1. ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK NO. 129 BRASS CAP 30' SOUTH OF RAILROAD TRACKS AND 60' WEST OF WEST CURB ON 42ND STREET ELEVATION = 484.46' (NAVD88). TOPO SURVEY DONE BY OLSON & MORRIS. 2. IMPERVIOUS AREA = 17,882 SQ FT (68%) 3. LANDSCAPE AREA= 8,254 SQ FT. (32%) 4. GRADING INCLUDES ° DROP FROM BUILDING FINISH FLOOR ELEVATION TO BACK OF SIDEWALK. 5. TRASH ENCLOSURE TO BE COVERED AND HYDRAULICALLY ISOLATED. 6. CONTOURS SHOWN ON THIS SHEET ARE EXISTING. PROPOSED FINISHED GRADES ARE CALLED OUT ON PLAN SHEET. 7. ALL ADA FACILITIES SHALL MEET REQUIREMENTS OUTLINED IN AMERICANS WITH DISABILITY ACT, CURRENT EDITION. 8. TENANTS SHALL MEET REQUIREMENTS OUTLINED IN DRINKING WATER PROTECTION PERMIT. ESTIMATED CUT/FILL S=0.40% PROPOSED SLOPE VOLUMES EXISTING ONSITE MATERIAL CUT = 720 CU. YD. OF FILL = 420 CU. YD. OF EXISTING ONSITE MATERIAL ONLY IMPORT INTENDED TO BE CRUSHED ROCK FOR USE UNDER DRIVEWAY, PARKING AREA, AND BUILDING PAD. ORGANIC MATERIAL PROPOSED TO BE HAULED TO LANE FOREST PRODUCTS. k PROPOSED FLOW DIRECTION S=0.40% PROPOSED SLOPE AC ASPHALT ELEVATION BW BACK OF WALK CONC CONCRETE ELEVATON EX TC EXISTING TOP OF CURB FFE FINISH FLOOR ELEVATION VG VALLEY GUTTER ELEVATION T.O.B. TOP OF BANK T.O.W. TOP OF WALL HP HIGH POINT TRASH ENCLOSURE GRADING DETAIL SCALE: 1"=10' SCACB 1'=20' LEGEND -4' EXISTING CONTOURS --•--•--- EXISTING BOUNDARY ADJACENT PROPERTIES EXISTING CURB LINE x x EXISTING FENCE 8"W EXISTING WATER MAIN �W EXISTING WATER METER ® EXISTING WATER VALVE ti EXISTING FIRE HYDRANT (j�--8"WW -- ^ --- EXISTING WASTEWATER SYSTEM © EXISTING CLEANOUT @--24"SI) --- EXISTING STORM DRAINAGE SYSTEM ® EXISTING CATCH BASIN EXISTING CURB INLET *-0 EXISTING STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC Q EXISTING TRANSFORMER © EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE 2°G -- --- EXISTING GAS MAIN EXISTING GAS VALVE ® PROPOSED WATER METER 8"WW PROPOSED WASTEWATER LINE ® PROPOSED WASTEWATER MANHOLE ® PROPOSED WASTEWATER CLEANOUT PROPOSED STORM LINE 12"ST ® PROPOSED STORM MANHOLE ® PROPOSED STORM CLEANOUT O PROPOSED CURB INLET PROPOSED PAVED AREA: 3" LEVEL 2 HMAC AC OVER C.R. AS PER DETAIL. REFER TO SHEET C-5.0. OPROPOSED CONCRETE AREA: HEAVY SECTION 6" 3500 PSI REINFORCED CONCRETE OVER 2 CRUSHED ROCK W/4° WIRE MESH PLACED 2" ABOVE ROCK GRADE. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION SHEET C-3.0 0 ti N 6 Y � F m A F F U z 3 U O w 0 SHEET C-3.0 12" N PHONE DIRECT BURY OR GREY DUCT ELECTRIC ABLE OFF WHITE JOINT UTILITY TRENCH DETAIL NTS DRAINAGE TABLE CB#1 6" FL OUT (SE)=482.75 GRATE=484.42 SUMP=480.85 CB#2 6" FL OUT (SW)=482.52 GRATE=484.19 SUMP=480.62 CB#3 6" FL OUT (SW)=482.21 GRATE=484.35 SUMP=480.78 \\ J� CB 1 PROPOSED FIRE TRASH ENCLOSURE (ipF SPR °yam \ \/HYDRANTDRAIN\ \ PROPOSED YARD HYDRANT \ Wi FRANCHISE UTILITIES TO BE \ \ \ ROUTED UNDERGROUND FROM EXISTING POWER POLE. TO BE COORDINATED WITH EACH FRANCHISE UTILITY COMPANY. I \I \ \\ +/ RAMP DOWN PARKING LOTI DRAIN1E \ \ TAP INTO EXISTING SANITARY /� CB 2 T\\\HAL\T\ \\ 6"ST INLET FL1482.00 \ CONCRETE GRAVITY LINE \ ' APPROX. FL=475.58 CB 3 PLANTER (647 SF) DITCH INLET SEE DEfIAILS 1 PER DETAIL ON ON SHEET C-5.1. \ \ P 1 61ST SHEET C-5.1. 6" FL OUT (E)=482.50 \ \ \ SUMP=477.98 I \ \ \ 6"ST GRATE FL= EX Cl #46741 NEW 6" FL (W) IN=482.46 1 6Wi ® 1 10 FL (S) IN=482.62' ® 12" FL (E) OUT=482.36' + RIM ELEV=485.05' MM – – – – mm / � 4 4 " ° d < ABANDON EXISTING + STORM PIPE �• 4, 4" ST EX DITCH INLET 47561 \ (TO BE REMOVED) I +/ 12" FL (E) OUT=??? \ BUILDING ROOF DRAINAGE \\ RIM ELEV=484.09 \ PROPOSED BUILDING 6"ST INLET FL=482.00 (8000 SF) _ m IIN(4 3 4" WATER 11\\ EX WW MH 26019 �£ n METERS PER DETAIL II ON THIS SHEET. 11 1 8--12- FL W IN=475.54 NTL I NI )) 8"-12" FL (N) IN=475.54 \\ 3/4"W(4) I II 3" PRESSURE FL (SW) OUT=482.42' RIM ELEV.=485.54' \ II \ I I I \\ I I \ I I \ I _ � I NOTES: 1. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. ONE CALL 1811. 2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERAL AND VERIFY, IN COORDINATION WITH THE PROJECT ENGINEER, FLOW LINE ELEVATION PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL COORDINATE UTILITY WORK WITH SERVICE PROVIDERS. CABLE - COMCAST ELECTRIC - SUB GAS - NORTHWEST NATURAL PHONE - CENTURY LINK WATER - SUB 4. PHONE, CABLE, ELECTRIC TO BE JOINT TRENCH PER DETAIL ABOVE. 5. FRANCHISE UTILITIES SHOWN ON THIS SHEET ARE PRELIMINARY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY PROVIDERS FOR UTILITY CONNECTIONS. WATER METER LAYOUT DETAIL SCALE: 1"=4' SCACB 1 =20' 20' 0 20' 40' LEGEND � -484' � --•--•--•— EXISTING BOUNDARY � I JOINT UTILITY TRENCH EXISTING CURB LINE -x—x— I PER DETAIL ON THIS / EXISTING WATER METER ® SHEET. � l (j�--8"WW -- ^ --- y © i I @--24"SD--n --- EXISTING STORM DRAINAGE SYSTEM o EXISTING CATCH BASIN a Z EXISTING CURB INLET � I LIGE UTL m ❑Q EXISTING TRANSFORMER I I EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE 2"G -- --- N U EXISTING GAS VALVE ® PROPOSED WATER METER 8"WW PROPOSED WASTEWATER LINE I I PROPOSED WASTEWATER MANHOLE ® o 12"ST ° ® PROPOSED STORM MANHOLE I I I PROPOSED STORM CLEANOUT m PROPOSED CURB INLET W I I BACKFLOW ASSEMBLIES/ HOTBOXES PER DETAIL m A ON SHEE13/4"W., o F u z 3 u u 3/4" WATER METERS I CONFIGURED PER DETAIL 3: ON SHEET C-5.1. O I i o 0 I na• � x � I I yap I I I I \ / \\ TAP INTO EXISTING m I 5d9 6" WATER LINE. TO p / BE COORDINATED II I / WITH SUB. WATER METER LAYOUT DETAIL SCALE: 1"=4' SCACB 1 =20' 20' 0 20' 40' LEGEND � -484' EXISTING CONTOURS --•--•--•— EXISTING BOUNDARY — — ADJACENT PROPERTIES 1•"� EXISTING CURB LINE -x—x— EXISTING FENCE 8"W EXISTING WATER MAIN �W EXISTING WATER METER ® EXISTING WATER VALVE � EXISTING FIRE HYDRANT (j�--8"WW -- ^ --- EXISTING WASTEWATER SYSTEM © EXISTING CLEANOUT @--24"SD--n --- EXISTING STORM DRAINAGE SYSTEM ® EXISTING CATCH BASIN a Z EXISTING CURB INLET *-o EXISTING STREET LIGHT LIGE EXISTING UNDERGROUND ELECTRIC ❑Q EXISTING TRANSFORMER © EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE 2"G -- --- EXISTING GAS MAIN U EXISTING GAS VALVE ® PROPOSED WATER METER 8"WW PROPOSED WASTEWATER LINE ® PROPOSED WASTEWATER MANHOLE ® PROPOSED WASTEWATER CLEANOUT 12"ST PROPOSED STORM LINE ® PROPOSED STORM MANHOLE ® PROPOSED STORM CLEANOUT O PROPOSED CURB INLET PROPOSED PAVED AREA: 3" LEVEL 2 HMAC AC OVER if C.R. AS PER DETAIL. REFER TO SHEET C-5.0. DPROPOSED CONCRETE AREA: HEAVY SECTION 6" 3500 PSI REINFORCED CONCRETE OVER 2 CRUSHED ROCK W/4" WIRE MESH PLACED 2" ABOVE ROCK GRADE. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION U �ll 1•"� 0 J ani � dos a Z 5' N o'� o U Y �\ � wcc W SHEET C-4.0 0 ti N 6 Y W m A F u z 3 u u O a w 0 na• � r>~ a SHEET C-4.0 STANDING SEAM METAL PROVIDE WATER PRIMING SYSTEM SECTION TRASH ENCLOSURE FLOOR PLAN TRASH ENCLOSURE TRASH ENCLOSURE DETAILS 3/4" RADIUS 6" AC PAVING PER PLAN e•. a,: BATTER 9"� 6:1 16" VERTICAL CURB N.T.S. 8"ROUND GRATE DRAIN—RITE W/ 4" OUTLET CONCRETE PAD SLOPE TO GRATE TRAP PRIMER AND VENTING TO BE PROVIDED 4"PVC FOR DRAIN SYSTEM. REFER TO ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS. TRAP 4"PVC WASTE WATER SERVICE LINE TRASH ENCLOSURE TRAP DRAIN 1 1 2" 5,8" Dia. lloles V /�(2) Plncas Ove ��oS' 4 Lu R �Sl a W W II II � i,.. � ELEVATION W WEIGHT: 220Ibs_ CONCRETE: F= 4000 Ps Q 28 oar fsi REINFORCING: ¢l-w4RReba SECTION ASTM 15 Gisbe 60 r� 6' WHEEL STOP DETAIL NTS Specifications Width: 12-15/16" (32.9 cmj 60 9cm) H Depth: (19 crnj Weight: 11.95 lbs W (5.42kg) PAVEMENT SECTION DETAIL NTS BLUE BACKGROUND 3" LEVEL 2 HMAC 1/2" AGGREGATE. 12" MIN. COMPACTED 3/4"-0 CRUSHED ROCK. SUB -GRADE TO BE COMPACTED AND PROOF -ROLLED WITH LOADED DUMP TRUCK UNTIL THERE IS NO PUMPING OR SIGNIFICANT DEFLECTION OF SOIL. NOTES: 1. BASE ROCK TO BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DRY DENSITY OF T-180 PROCTOR. 2. ASPHALT TO BE COMPACTED 92% OF RICE DENSITY. N SEE WHEEL STOP DETAIL THIS SHEET 4" WHITE STRIPE VAN ACCESSIBLE DISABLED PARKING DETAIL NTS DISABLED PERSON PAVEMENT MARKING NTS ml 4" WHITE " WHITE PAVEMENT TENCIL HITE BORDER SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION U o Ove ��oS' 4 Lu R �Sl a W W 0 a a � � 0 W fsi o-� o o W r� 0 0 6' rte, W 2 � zo W O q � o Ove ��oS' 4 Lu R �Sl G W SHEET C-5.0 O W 0 � O W o a q r� rte, W 2 � W O q x SHEET C-5.0 0 N N a r W u z 3 u SHEET C-5.0 NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILTY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM STANDARDS. t I RIGHT OF WAYIPROPERTY/EASEMENT LINE I ----------T------------------- I 6" MIN I I � r L S.U.B. I __ WATER --- METER — I r i MIN OVERHEAD INSTALL4.TION CLEARANCES VIEW I 1 I J—____ I i 3" MIN I SUB I CUSTOMER i PMIN RESPONSIBILITY I RESPONSIBILITY3" MIN PROFILE S.U.B. I VIEW WATER METER 3" MIN SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI Pre -Installation Cross Connection Control Requirements - Section XII Location of BackOow Assembly - Section XIII Backflow Assembly Installation Guidelines - Section XIV Post -Installation Cross Connection Control Requirements >ectlons XI -XIV, in addition to the complete Cross Connection Control Program Requirements, are available at: http:fA2 .su b utlLcomfwater/cross-connecbo n -control -and -backflow -p roteddonf SCALE: N.T.S. BACKFLOWAiSEMBLYSTANDARDDRAWINe DRAWING NUM DRAWN BY:EJN REDUCED PRESSURE WATER QUALITY. -z__)( -,c BACKFLOW ASSEMBLY W2.00 ENGINEERING:`Aa=r,..lc4 sratNcatPLnunuTY)aoARo 2"&SMALLER I REVISED;13/2/20 Dr ow:'ng.\FF\FPIDE90 RPSA 2inch and smaller W2.00.dwg - J,n 02, 2015 - 10:51aro Plotted by ErieN FF DWG. No.: NOTES: BOX FABRICATED FROM 10 GA MATERIAL STATE APPROVED — ASPHALT DIPPED 12" SQUARE WITH 6"0 OUTLET S STORM WATER CATCH BASIN WITH DITCH INLET PROD. MAN. DWG P. 1 DWN. PAUL G I SCALE NONE Gib.. 9tI Bd.. 89061998 DATE: MAY 17, 06 1 MODEL: DDI-42—HB-12 247 Weehingtoo St. Eugene, O, 97401 Ph:(541) 687 - 8672 fec344-0207 DWG VARIABLE SWALE WIDTH T.O.W =484.50 V DITCH INLET=484.25 1.50' h — DEPTH T.O.B =483.00 FL=482.00 FL=480.50 FL=479.50 SLOPE 3:1 , I VARIABLE WIDTH FLAT BOTTOM *18" GROWING MEDIUM INFILTRATION PLANTER DETAIL MS DITCH INLET PER DETAILS AT RIGHT *NATIVE GRASSES AND/OR TURF GRASSES 6"ST PVC ANY PORTION OF PLANTER MUST BE LINED IN 10 MIL POND LINER 1" ORIFICE FL=483.50 1" ORIFICE FL=483.00 SWALE FL=482.00 I I I I I I I I SUMP I I I I I DITCH INLET ORIFICE DETAIL FROM VIEW NTS SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION U 92 8/4 [asa7 a W 16 2/4 0 a [479] 4 � 88 14 1/2� _ [711] - MUlAS10x: [888] W 1 [89] 'lii10E r - ® i I MOMS. I bA v I COxrIli IWiGe 1. RUT III 8Y • 12W BWGLE .WIFAWMR' lUiT M j IdA' 7rON PeAr>c 1'BACe rape. POR l W I I 1 'H" WrHD I I i I PBRBUN RBPfACB 'Iffi PRBrII •R• BTH W Z•. O I I I 2. PDDR LMP8Rx4c BRACEEL9 arm D9NCRIMIS � y O 24 7/91 ; ' ANCHORS AHe 9UPPLRD llfDl T86 61I47D6U88. U 89 11/18 I I fags] � (ROT SHO" [N21 I I I LWL C 9. UMDARO COWR rs BEIGE. (OMMIS AVALLABIE) i R9 [791 DRAIN POW (1 C11MIZED HCH BID) 4. FOR RE� BLAB 812E ADD 9• [229] 1'D THE ImOi.09URE BIIHROR. [1701 i i I 6. Dft'EBOR D3flumo B ARE NOImrAL S. OLID PIN: RW IADIDNG XA9P !IN®NB ME N INX6 tll WIIEI4S N INiN IMfS NMIN6E YOIFD. � � p� / 87 9 8 19 "/a ED 1� Em WT Mile B z rDlle<cus Dm BmLmue B77 09877 HrMS027023 NOTES: BOX FABRICATED FROM 10 GA MATERIAL STATE APPROVED — ASPHALT DIPPED 12" SQUARE WITH 6"0 OUTLET S STORM WATER CATCH BASIN WITH DITCH INLET PROD. MAN. DWG P. 1 DWN. PAUL G I SCALE NONE Gib.. 9tI Bd.. 89061998 DATE: MAY 17, 06 1 MODEL: DDI-42—HB-12 247 Weehingtoo St. Eugene, O, 97401 Ph:(541) 687 - 8672 fec344-0207 DWG VARIABLE SWALE WIDTH T.O.W =484.50 V DITCH INLET=484.25 1.50' h — DEPTH T.O.B =483.00 FL=482.00 FL=480.50 FL=479.50 SLOPE 3:1 , I VARIABLE WIDTH FLAT BOTTOM *18" GROWING MEDIUM INFILTRATION PLANTER DETAIL MS DITCH INLET PER DETAILS AT RIGHT *NATIVE GRASSES AND/OR TURF GRASSES 6"ST PVC ANY PORTION OF PLANTER MUST BE LINED IN 10 MIL POND LINER 1" ORIFICE FL=483.50 1" ORIFICE FL=483.00 SWALE FL=482.00 I I I I I I I I SUMP I I I I I DITCH INLET ORIFICE DETAIL FROM VIEW NTS SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION U �Jl.4 a W 0 a ^ti � a rn� 0 W bA v rn�� o o W y0 O W 2 � y O U q ti LWL C SHEET C-5.1 �Jl.4 G W SHEET C-5.1 O 0 ^ti � O W �n vl Q W 2 � Y O q ti LWL C ti I/] SHEET C-5.1 0 N Q N Y LWL C w U z U 'o ¢� > o Q a z .11 SHEET C-5.1 NOTES: 1. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED AND INSTALLED BY A LICENSED CONTRACTOR IN ALL LAWN, SHRUB BEDS AND STORMWATER FILTERS. STORMWATER FILTERS SHOULD BE ZONED SEPARATELY SO THAT ONCE PLANTS ARE ESTABLISHED WATER CAN BE APPLIED INFREQUENTLY. 2. USE ONLY SHRUBS AND VARIETIES, AS INDICATED ON PLAN. CHANGES MUST BE APPROVED BY DESIGNER. 3. PURCHASE HEALTHY MATERIAL AT MINIMUM SIZES INDICATED ON PLAN. 4. PLACEMENT OF SHRUBS AND TREES SHOULD MATCH DESIGN AS CLOSELY AS POSSIBLE. MINOR ADJUSTMENTS IN PLANT SPACING ARE ACCEPTABLE. 5. PLANT QUANTITY SHOULD BE BASED ON PLANTING PLAN, NOT PLANT LIST. 6. DESIGNER IS NOT RESPONSIBLE FOR PLANT FAILURE. 7. THE SWALE SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO DISCHARGE TO THE PUBLIC STORM DRAIN SYSTEM. IF THIS CONDITION CANNOT BE MET, THEN THE OWNER SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO CITY OF SPRINGFIELD EROSION SPECIALISTS. 8. ALL LANDSCAPE AREAS ON OUTSKIRTS OF PROPERTY PROPOSED TO BE SOD LAWN (5,428 SF). 9. INFILTRATION PLANTER TO BE FILLED WITH 2" ROCK MULCH PLANT LIST (FOR STREET TREES) SYMBOL QTY. BOTANICAL NAME SIZE SPACING TREES COMMON NAME KD 2 Cornus Kousa 2" cal. As Shown Korean Dogwood SITE LATIN PLANTING SCALE: 1"=20' PLANT LIST (FOR PARKING STRIP) SYMBOL QTY. BOTANICAL NAME SIZE SPACING TREES COMMON NAME AGG 1 Ginkgo biloba 'var' 2" Cal. As Shown Autumn Gold Ginko SYMBOL QTY. BOTANICAL NAME SIZE SPACING SHRUBS COMMON NAME SA 10 Gaultheria shallon 1 Gal. As Shown Salal PARKING LOT PLANTER PLANTING SCALE: 1"=10' PLANT LIST (PLANTER PLANTING) SYMBOL QTY. BOTANICAL NAME SIZE SPACING SHRUBS COMMON NAME SA 12 Gaultheria shallon 1 Gal. As Shown Salal SYMBOL QTY. BOTANICAL NAME SIZE SPACING GROUND COVER COMMON NAME AU 262 Arctostaphylos uva—uris 4" 1' Spacing on Kinnickinnick center alternating HS 262 Helictotrichon sempervirens 4" AU and HS Blue Oat Grass INFILTRATION PLANTER PLANTING SCALE: 1"=10' SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION Q) 94 W ...............•.•.......... . . .'.:::::::: ::::.:.:.:.:.:.:.:. 0 :.:.:. .. a , a' :::::... -.-:1) AGG •:•,O L •:'. '. SA PARKING LOT PLANTER PLANTING SCALE: 1"=10' PLANT LIST (PLANTER PLANTING) SYMBOL QTY. BOTANICAL NAME SIZE SPACING SHRUBS COMMON NAME SA 12 Gaultheria shallon 1 Gal. As Shown Salal SYMBOL QTY. BOTANICAL NAME SIZE SPACING GROUND COVER COMMON NAME AU 262 Arctostaphylos uva—uris 4" 1' Spacing on Kinnickinnick center alternating HS 262 Helictotrichon sempervirens 4" AU and HS Blue Oat Grass INFILTRATION PLANTER PLANTING SCALE: 1"=10' SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION Q) 94 W SHEET LA -1.0 0 v, N 6 Y Q 7.m U Z 3 U U O w 0 SHEET LA -1.0 (4> M N V 150' 3T-10 1/4" 3T-4 3/4" 3-1'-4 3/4" I 31'-4 3/4" UNIT A UNIT 5 UNIT C UNIT D � I L I I 0 o I I I I I II I I I 07 I— 11 L0� I C0 ---- I I I I I AS.] 1 I I I I I I I I I I FIRST FLOOR PLAN NORf 9GALE: 3/16 = I'-0" T-01/4" ENLARGED UNIT FIRST FLOOR PLAN ORT 9cALE: 3n6^ . r-0" M MID IB NOT TO BE HEED, IN -., WHOLE OR PARI, FOR ANY OTHER PROJECT WRHOUi THE LLRITTEN AUTHORIZATION RODD HANEEN, ARCHITECT,L LLC U � J L J L I— L UC Lu Lk 2 � e UC' Q � 3 V N N �rW BS NOs�o •asVI X ■ mUl 1L tl V Z FIRST FLOOR TITLE: PLAN JOBS: 1356.(D6182019 DRRALUN RH A A A A D ATE.l-m8-2m19 WOOD TRUSSES. GYPSUM WALLBOARD BASE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD ROOF TRUSSES 24" OC. WITH 11/4" TYPE W OR S DRYWALL SCREWS 24" OG FACE LAYER 5/8• TYPE 'X" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO TRUSSES WITH I T/S" TYPE W OR S DRYWALL SCREW& 12" OG AT JOINTS AND INTERMEDIATE TRUSSES AND I Irz" TYPE G DRYWALL SCREWS 12' OG PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OFFSET 24" FROM BASE LAYER JOINTS. WOOD TRUSSED SUPPORTING I2• WOOD STRUCTURAL PANELS APPLIED AT RIGHT AWaLE5 TO TRUSSES WITH SO NAILS. APPROPRIATE ROOF' COVERING. CEILING PROVIDES ONE HOUR FIRE RESISTANCE PROTECTION FOR TRUSSES 4' (min.) U4' (min.) A SHAPED FRA INDICATES ARESEPARATION I 5 2i_0n 13 (ty 92 yp.) TOW low TOW c — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — ---------- —@ -— ----- � ---GA FILE NO. WP 8105 ---------------- �--------------------- s ltyp.) GYPSUM WALL BOARD, GYM" SHEATHING, WOOD STUDS. EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8• TYPE 'X" GYPSUM BOARD SREATHING APPLIED TO 2x4 WOOD STUDS 24" OG WTN 1 3/4' GALVANIZED ROOFING NAILS 4. OG AT VERTICAL JOINTS AND T• OG AT INTER-EDIATE STUDS AND TO AID BOTTOM PLATES. JOINTS OF GYPSUM "ATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED TROUSH SHEATHING TO STUDS. INTERIOR SIDE: OPE LAYER So- TYPE "X" GYPSUM WALLBOARD, WATER- RESISTANT GYPSUM BACKING BOARD, OR GYPSUM VENEER BASE APPLIED OA ELE VAT IONS PARALLEL OR AT RIGHT ANGLES TO STUDS WITH &d COATED MAILS, 11/0' LONG, 00315" SHANK, 1.4" HEADS, l" OG (LOAD-BEARING) SCALE: 3/164" • 1'-0" e' v' 8 OB ELE NATIONS SCALE: 3AS" • 1'-0" R WOOD TRUSSES, GYPSUM WALLBOARD BASE LAYER 5/e• TYPE "X" GYPSUM WALLBOARD APPLIED AT RISWT ANGLES TO WOOD ROOF TRUSSES 24" O.G. WITH 1 1/4" TYPE W OR S DRYWALL SCREWS 24' OG. FACE LATER BAS" TYPE 'x" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES i0 TRUSSES WITH I Ll OC ELEVATIONS SALE: a. 3 6' . I'_0" e C J KEY NOTES 0 <k I. METAL SIDING AS SELECTED 2. STANDING SEAM METAL ROOFING 3. 2' CONCRETE WALL 4. GUTTER 5. DRAIN PIPE AS SELECTED - -- - - -- - - -T-YF--M SIDE: oPE LATER 48• WIDE D TYPE T GTP&IE BOAR DS AND T APPLIED TO 2X4 WOOD STUDS 24" OG WITH 3/4" GALVANIZED IROOFRIG NAILS 4. OG AT VERTICAL JO E AND T' OG AT INTERMEDIATE O STT AND TO AND BOTTOM PLATES. JOINTS OF: GYPSUM SHEATHING MAY BE LEFT IMI1UKAil9. !MlIU80R CLADDING TO � ATTACHED TROUGH SEATHRYa TO SURDS. INTERIOR SIDE: " LAYER 5/8' TYPE "X" GYPSUM WALLBOARD, WATER- RESISTANT GYPSUM BACKING BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RKiHT ANGLER TO STUDS WITH 6d COATED MAILS, I l/8• LONG, 0096" SWAN4 1.4" HEADS, l" OC. /LOAD-BEARING) OELEVATIONS D SCALE. 3/16" THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AIRF THE PROPERTY OF RODD HANWK ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HA SEN, ARCHITECT, LLC UIL JJ 1- UC Lu Lk H- 2 � U C' � Y Q � 3 L) N �rW BS NORi � o • VI x � ■ fl LL t l S :3 ca EXTERIOR TITLE: ELEVATIONS J060: 1356.(06182019 DDRRALUN RH A A A Q - �e DATE: ATE -1-08-2019 6. SCALE: 3/1611= I' -0"