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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/8/20201. THE PROPERTY IS LOCATED IN ZONE X ON FIRM 5. THERE ARE NO LTD FACILITIES NEAR THE SITE. MINIMUM DEVELOPMENT STANDARDS 7 Ir MAPS 41039C1166 F AND IS IN AN AREA DETERMINED TO �- - BE OUTSIDE 500 -YEAR FLOOD PLAIN. 6. EXISTING TREES ARE LOCATED AS SHOWN. FOR G THURSTON HIGH SCHOOL 2. PROPERTY IS ZONED PUBLIC LAND AND OPEN 7. FIRE HYDRANTS ARE LOCATED AS SHOWN. S.W. 1/4, N.A. 1/4, SEC. 34, T.17S, R.2W. W.M. SPACES (PL). PROPERTIES WITHIN 100 FT. ARE ZONED rt p,. SOIL TYPE ON THIS SITE IS COBURG-URBAN LOW DENSITY RESIDENTIAL, MEDIUM DENSITY RESIDENTIAL, 8. a T SITE - GENERAL OFFICE AND COMMUNITY COMMERCIAL. LAND COMPLEX. HYDROLOGIC SOIL GROUP C PER N.W. 1/4, S.W. 1/4, SEC. 34, T.17S, R.2W. W.M. - WEB SOIL SURVEY. TAX LOT 500 & 100 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN.g DEVELOPMENT SITE IS LOCATED IN THE 99 YEAR SPRINGFIELD, LANE COUNTY, OREGON - PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEEP TIME OF TRAVEL ZONE. est w C-4.0. PRIVATE UTILITIES (ELECTRIC, PHONE & CABLE) r' 'A'S �`�- - ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY 10. THIS DRAWING IS FOR TOPOGRAPHICAL "'- PRIVATE UTILITY PROVIDERS. - i r, M INFORMATION ONLY. NOT TO BE CONSIDERED A - - BOUNDARY SURVEY. M aln St 4. THE ELEVATIONS ARE NAVD88 BASED ON CITY OF a h SPRINGFIELD BENCHMARK #69, PUBLISHED ELEVATION a '^ 512.98 FEET. THE CONTOUR DATA IS PER SURVEY DONE BY EGR & ASSOC. AND ON THE NAVD88 DATUM aaFay An SC1LE.• 1'=100 Ibl;;.. -+ . "'- _ u� ,• )±i h de vSCl.Rtl I FF FXIS71Nf, WW AIH 95035 i •r.ln�sm A c IT -NOT FOR CONSTRUCTION W R k W a 0 a a N � Mya`B O X23 a W R k W SHEET C-1.0 0 N j. F. m A F 7_ U Z 3 U O > 0 Oa. � SHEET C-1.0 SITE DATA: TOTAL LOT AREA= 1,132,996 SQ. FT. (26.01 ACRES) DEVELOPMENT AREA= 33,387 SO. FT. PAVING/CONCRETE AREA= 28,422 SQ. FT. TOTAL BUILDING AREA= 4,965 SO. FT. TOTAL IMPERVIOUS AREA = 33,387 SQ. FT. PARKING DETAILS: TOTAL PROVIDED = 53 SPACES STANDARD PARKING SIZE 9' X 18' = 40 COMPACT PARKING SIZE 8' X 18 = 13 HANDICAP SPACES REQUIRED = 2 HANDICAP SPACES PROVIDED = 2 w I � I I � I I I EXISTING TRACK AREA I I I � I I w PROPOSED RAIN GARDEN FACILITY 206 SOFT I BARK—O—MULCH PATH I "' TO TIE INTO EXISTING / PATH PROPOSED BARK—O—MULCH PATH -- CURB/GUTTER T] �►+l �i i[i7 9 � i �i►Y Yi 9 i/:1►i►[�y Y �� 1. TRASH FACILITIES ARE EXISTING TO SERVE THE SCHOOL PROPERTY AND ARE TO THE WEST NEAR THE ACTUAL SCHOOL BUILDING. NO NEW TRASH FACILITY IS PROPOSED. 2. BICYCLE PARKING IS ALSO EXISTING ON SCHOOL PROPERTY TO THE WEST WITHIN THE SCHOOL BUILDING. NO NEW BICYCLE PARKING IS PROPOSED. 3. LANDSCAPE PLANTING WILL BE DESIGNED AT TIME OF BUILDING PERMITS. 4. POLE LIGHTING IS PROPOSED FOR THE PARKING AREA. SITE LIGHTING TO BE PROVIDED BY LED WALL PACKS PLACED ON EXTERIOR OF THE BUILDINGS. FOUL BALL POLE 0 RETRACTABLE GATE I 20' STORM EASEMENT ENTRANCE PER 385/18966 LCODR TO MATCH EXISTING GRADE PATH LEGEND 484' EXISTING CONTOURS PROPOSED STREET LIGHT --•—— --- EXISTING BOUNDARY bA r] a h 2"G —" EXISTING GAS MAIN `d ADJACENT PROPERTIES 8 SAN �Q V ti Uz rii EXISTING GAS VALVE — — — — = EXISTING CURB LINE o v ❑w PROPOSED WATER METER xx EXISTING FENCE 8"� PROPOSED WASTEWATER LINE 8"W C EXISTING WATER MAIN ® PROPOSED WASTEWATER MANHOLE �W EXISTING WATER METER F Q F PROPOSED WASTEWATER CLEANOUT ® EXISTING WATER VALVE z w 12"ST PROPOSED STORM LINE u EXISTING FIRE HYDRANT @�_8"WW -- "" --- EXISTING WASTEWATER SYSTEM PROPOSED STORM MANHOLE ® PROPOSED STORM CLEANOUT © EXISTING CLEANOUT �24"SD EXISTING STORM DRAINAGE SYSTEM PROPOSED CURB INLET ® EXISTING CATCH BASIN PROPOSED PAVED AREA EXISTING CURB INLET EXISTING STREET LIGHT. .� PROPOSED CONCRETE AREA UGE EXISTING UNDERGROUND ELECTRIC W EXISTING TRANSFORMER PROPOSED RE—LOCATED BARK—O—MULCH PATH © EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE SCORE BOARD EXISTING BASEBALL FIELD EXISTING COMMUNICATION -AREA VAN ACCESSIBLE r ADA SPACE W/AISLE PER DETAIL ON EXISTING ELECTRIC UNI SHEET C-5.0. TO BE RE—LOCATED i 5:00, .. I� a, w PROPOSED STRUCTUREI 7.00' 4,965 SQFT (SEE ARCHITECTURAL PLANS) w I SCALE 1"=20' 20' 0 20' 40' RE—LOCATED � PATH MM1=4405 0 Rr RIM ELEV. 515.92' --/ OUT 15" WEST 510.77' IN 15" EAST 510.79' IN 10" NORTH 510.85' IN 10" SOUTH 510.82' NOTE: PIPES TO THE NORTH & SOUTH MOSTLY FILLED WITH MUD PROPOSED RAIN GARDEN FACILITY 1,348 SOFT 0 EXISTING BARK—O—MULCH PATH FENCE NEEDS TO BE RE—LOCATED TO ABUT AGAINST BUILDING PROPOSED RE—LOCATION OF FENCE EXISTING SOFTBALL FIELD FENCE TO BE REMOVED 3 3� MDS PLAN SET -NOT FOR CONSTRUCTION U �ll Y� bA r] a h o y `d N � 8 SAN �Q V ti Uz rii O � o� o v SHEET C-2.0 0 N C m F Q F z w u u SHEET C-2.0 GRADING NOTES 1. GRADING PLAN IS PRELIMINARY. FINAL GRADING PLAN TO BE PREPARED DURING BUILDING PERMITS. 2. ALL ADA WALKWAYS TO MEET CURRENT ADA REGULATIONS. 3. IMPERVIOUS PAVEMENT IS PROPOSED TO SLOPE TO PROPOSED RAIN GARDENS FOR STORMWATER RUNOFF CONVEYANCE. 4. CONTOURS SHOWN ON THIS SHEET ARE EXISTING ELEVATIONS. 5. PROPOSED GRADES ARE CALLED OUT AS SPOT GRADES. LEGEND 484' EXISTING CONTOURS --•--"--•— EXISTING BOUNDARY ADJACENT PROPERTIES — — — — — EXISTING CURB LINE -X—X— SC41f- 11=20' EXISTING FENCE 8"W ® EXISTING WATER MAIN ti V [ii a Z 12'ST EXISTING WATER METER ® ® EXISTING WATER VALVE PROPOSED STORM CLEANOUT by EXISTING FIRE HYDRANT (j�--8"WW --"" --- EXISTING WASTEWATER SYSTEM © EXISTING CLEANOUT @,-24"SD EXISTING STORM DRAINAGE SYSTEM ® EXISTING CATCH BASIN EXISTING CURB INLET EXISTING STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC ❑� EXISTING TRANSFORMER © EXISTING TELEPHONE PEDESTAL PHN /m EXISTING TELEPHONE LINE PROPOSED PAVED AREA: 3" LEVEL 2 HMAC AC OVER ].Z: C.R. AS PER DETAIL REFER TO SHEET C-5.0. PROPOSED CONCRETE AREA: HEAVY SECTION 6" 3500 PSI O REINFORCED CONCRETE OVER 2" CRUSHED ROCK W/4" WIRE MESH PLACED 2' ABOVE ROCK GRADE. U 2"G EXISTING GAS MAIN EXISTING GAS VALVE a ® PROPOSED WATER METER g"WW PROPOSED WASTEWATER LINE SC41f- 11=20' ® PROPOSED WASTEWATER MANHOLE P0• 0 20' 40' ® PROPOSED WASTEWATER CLEANOUT V ti V [ii a Z 12'ST PROPOSED STORM LINE ® PROPOSED STORM MANHOLE ® PROPOSED STORM CLEANOUT O PROPOSED CURB INLET PROPOSED PAVED AREA: 3" LEVEL 2 HMAC AC OVER ].Z: C.R. AS PER DETAIL REFER TO SHEET C-5.0. PROPOSED CONCRETE AREA: HEAVY SECTION 6" 3500 PSI O REINFORCED CONCRETE OVER 2" CRUSHED ROCK W/4" WIRE MESH PLACED 2' ABOVE ROCK GRADE. U � a •� �t ��M E r V ti V [ii a Z FS' o� o U W R k W SHEET C-3.0 0 N /m m Q L 1✓ CU' v z 3 o a a � SHEET C-3.0 WELLHEAD PROTECTION CONSTRUCTION UTILITY NOTES PUBLIC STORM RIM ELEV., 515.92' MAIN OUT 15" WEST 510.77' NOTES; 1. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE. �t IN 15" EAST 510.79' y E Sq^8 IN 10" NORTH 510.85' PROPOSED - e ti V a Z - A. SITE IS LOCATED IN CLOSE PROXIMITY TO MUNICIPAL DRINKING CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. IN 10" SOUTH 510.82' 1,348 SQFT `?B NOTE: PIPES TO THE NORTH & SOUTH o �J• MOSTLY FILLED WITH MUD WATER WELL: CARE SHALL BE TAKEN TO PREVENT GROUNDWATER ONE CALL #811. CONTAMINATION. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED 2. CONTRACTOR SHALL COORDINATE UTILITY WORK WITH OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEO SERVICE PROVIDERS. z REQUIREMENTS. CABLE - COMCAST m Q L ELECTRIC - SUB B. DNAPL PROHIBITION: THE CONTRACTOR AND ALL GAS - NORTHWEST NATURAL LEGEND SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE OWNER'S PHONE - CENTURY LINK N ENGINEER WITH COPIES OF MSDS'S FOR ALL CHEMICALS PROPOSED WATER - SUB CONNECT TO EXISTINGPUBLIC -484_ - EXISTING CONTOURS o a FOR USE ON-SITE PRIOR TO USE OR DEUVERY TO THE PROPERTY. SEWER a � BASED ON THESE MSDS'S THE ENGINEER WILL DETERMINE IF THE 3. FRANCHISE UTILITIES SHOWN ON THIS SHEET ARE MANHOLE --•--•--- EXISTING BOUNDARY CHEMICAL IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR PRELIMINARY AND NOT TO BE USED FOR CONSTRUCTION. " �� 0 2"G -- _� --- EXISTING GAS MAIN NOT THE PRODUCT CONTAINS DNAPL'S). THE ENGINEER MAY CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY �O e� — — ADJACENT PROPERTIES CONTACT THE SUB DRINKING WATER SOURCE PROTECTION PROVIDERS FOR UTILITY CONNECTIONS. o0 1 576 LF 0 EXISTING GAS VALVE COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT 4. WATER DEMAND TO BE CALCULATED DURING BUILDING mm®®®or�Neo = _ _ _ = EXISTING CURB LINE EVALUATING PRODUCTS FOR DNAPL'S, PERMIT PROCESS WITH SUPPLY SYSTEM BEING UPSIZED IF aREssuRliEo ® PROPOSED WATER METER NECESSARY. WASTEWATER LINEx x EXISTING FENCE C. CHEMICAL HANDLING, STORAGE, AND USE: o g"WW PROPOSED WASTEWATER LINE SC41f- 7 =pp° CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE 5. DOMESTIC BACKFLOW DEVICE TO BE APPROVED BY SUB 8"W EXISTING WATER MAIN ® PROPOSED WASTEWATER MANHOLE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, DURING BUILDING PERMIT PROCESS. 20' 0 20, 40' AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND EXISTING WATER METER ® PROPOSED WASTEWATER CLEANOUT STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING 6. SEWER IS PROPOSED TO CONNECT TO EXISTING PUBLIC 0 CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MANHOLE NORTH OF EXISTING TENNIS COURTS PER DETAIL. - g ® EXISTING WATER VALVE 12"ST PROPOSED STORM LINE MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORMWATER SEWER IS PROPOSED TO BE PRESSURE SYSTEM AND DESIGN ° qq��pp SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE DETAILS TO BE DETERMINED DURING BUILDING PERMIT PROCESS. 6 tib EXISTING FIRE HYDRANT ® PROPOSED STORM MANHOLE SECONDARY CONTAINMENT. �8"WW -- "' --- EXISTING WASTEWATER SYSTEM 7. FIRE HYDRANT SHOWN TO BE PUBLICLY OWNED. _ ® PROPOSED STORM CLEANOUT D. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL EXISTING CLEANOUT BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED STORMWATER NOTES ° I O PROPOSED CURB INLET OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA �24"SD EXISTING STORM DRAINAGE SYSTEM 1. RAIN GARDENS SHOWN ARE PROPOSED TO TREAT AND FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS CONVEY STORMWATER RUNOFF FROM IMPERVIOUS PAVEMENT ' — OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER SURFACES. ® EXISTING CATCH BASIN PROPOSED PAVED AREA: 3" LEVEL 2 HMAC AC OVER DRAINAGE SYSTEM. - ].Z: C.R. AS PER DETAIL REFER TO SHEET C-5.0. 2. WEB SOIL SURVEY LISTS SOILS WITHIN PROJECT AREA AS i � EXISTING CURB INLET E. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL COBURG-URBAN LAND COMPLEX. WEB SOIL SURVEY LISTS INFILTRATION RATE AT 2-6 IN/HR AT A DEPTH OF 53-65 L, EXISTING STREET LIGHT PROPOSED CONCRETE AREA: HEAVY SECTION 6" 3500 PSI BE USED ON THIS SITE. INCHES. — — — _ O REINFORCED CONCRETE OVER 2" CRUSHED ROCK W/4" - - UGE EXISTING UNDERGROUND ELECTRIC WIRE MESH PLACED 2' ABOVE ROCK GRADE. 3. PRIMARY OUTLET OF RAIN GARDENS IS PROPOSED TO BE PRIVATE INFILTRATION WITH OVERFLOWS DIRECTED TO PUBLIC STORM LINE SEWER PROPOSED ❑� EXISTING TRANSFORMER LIGHTING NOTES AS SHOWN. STRUCTURE CONNECTION © EXISTING TELEPHONE PEDESTAL 1. LIGHT POLES ARE PROPOSED TO BE CSX1 LED, SEE SHEET 4. RUNOFF FROM BUILDING ROOF IS PROPOSED TO BE PIPED DETAIL C-5.0 FOR CUTSHEET. TO PUBLIC STORM MAIN AS SHOWN. PHN EXISTING TELEPHONE LINE N.T.S. 2. BUILDING IS PROPOSED TO HAVE WALLPACK TWR1 LED, SEE 5. INFILTRATION TEST TO BE PERFORMED DURING BUILDING SHEET C-5.1 FOR CUTSHEET. PERMIT PROCESS. I � I Iw I � I J I I I I I EXISTING w TRACK AREA I I PROPOSED RAIN GARDEN 206 SQFT I I 3 3 3IS I\` EXISTING BASEBALL FIELD W i } EXISTING COMMUNICATION AREA PROPOSED PRESSURIZED WASTEWATER UNE SEE DETAIL ABOVE DPROPOSED RELOCATED ELECTRIC LINE EXISTING ELECTRIC UNE TO BE RE -LOCATED EXISTING SOFTBALL FIELD 4"ST WALLPACK WR1 LED LIGHTING w a° PROPOSED STRUCTURE 4,965 SQFT WALLPACK IWRI LED GHTINGRI `LED LIGHTG 1/ / CONNECT TOS PUBLIC STORM RIM ELEV., 515.92' MAIN OUT 15" WEST 510.77' �a •� �t IN 15" EAST 510.79' y E Sq^8 IN 10" NORTH 510.85' PROPOSED - e ti V a Z - RAIN GARDEN 2 IN 10" SOUTH 510.82' 1,348 SQFT `?B NOTE: PIPES TO THE NORTH & SOUTH o �J• MOSTLY FILLED WITH MUD EXISTING SUB WATER MAIN CONNECT TO PUBLIC STORM MAIN W MDS PLAN SET -NOT FOR CONSTRUCTION W R k w IN �a •� �t ��M y E Sq^8 V e ti V a Z o'� o U W R k w IN SHEET [Null 0 N z m Q L U N o a a � SHEET [Null jA LOH J . r -...o o e.... ° lJll/fl/Vr 4" WHITE ST7jIPE4" WHITE STRIPES -9' ACCESS AISLE VAN ACCESSIBLE DISABLED PARKING DETAIL NIS 34.2" 1 m � I 4" WHITE PAVEMENT BLUE BACKGROUND STENCIL �4,-8„ 4" WHITE BORDER DISABLED PERSON PAVEMENT MARKING NTS KEYED NOTES //\ \\\\\\/ 3 O 3" ASPHALT PAVING- 3° LEVEL 2, 1/2° DENSE HMAC OVER O 12° 3/4"1 CRUSHED ROCK < O WELL -DRAINED SUB -GRADE NOTES: 1. PAVING SHALL BE COMPACTED TO 92% RICE DENSITY VALUE. PARKING WITH DMV. DISABLED PERMIT ONLY TOWING LFm ORS 80.620 AND RNE UP TO 5450 UNDER ORB 88.615 2. SUB -GRADE SHALL BE PROOF ROLLED WITH LOADED DUMP TRUCK. COMPACTION TO CONTINUE UNTIL THERE IS NO PUMPING OF SOIL AND NEGIGUBLE DEFLECTION. 3. CRUSHED ROCK SHALL BE PROOF ROLLED WITH LOADED DUMP TRUCK. COMPACTION TO CONTINUE UNTIL THERE IS NO PUMPING OF SUB -GRADE AND NEGIGLIBLE DEFLECTION. 4. SOFT SPOTS IN SUB -GRADE SHALL BE OVER -EXCAVATED A MINIMUM 6" OR UNTIL STABLE MATERIAL IS FOUND. FABRIC TO BE PLACED UNDER 3/4"-0 CRUSHED ROCK. 4 PAVEMENT SECTION DETAIL NIS 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL MOUNTED 7' ABOVE WALKWAY. ADA SIGN DETAIL NTS PARKNG WITH DMV. DISABLED PERMIT ONLY TOYING UNIM ORB 88.620 AND III UP TO 11450 UrDH1 ORS 88815 VAN -ACCESSIBLE SIGN DETAIL NTS 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL MOUNTED 7' ABOVE WALKWAY. TOPSOIL MATERIAL CSX1 LED XTRUDED CONDRETE CURB CLASS 3000 - 1/2' 6, LED Area Luminaire CLEAN AND FREE OF ALL FOREIGN MATERIAL bq BEFORE APPLYING EPDXY. fl! 6' SURFACE AS PER PLANS' SURFACE AS PER PLANS N as, in I 'hesperaineWI Introduction N EXTRUDED hip, _ The Contoue Series luminaires offer traditional .,t. o O slldyf ffisoftened edjes far Specifications ME ME tIehH ✓areatile lackthat complements nnany appl'.ahana. EPA W U 12 `E Y TheCSXI rx rErs thalatest LED technology Length. ` L wrifthe femillaraestheticofthe Cgotgo/^ Series i.. ...., u.. lordi hgh ,rhorol, illuminationthatlast. wau j. �i H hNideal freplacing t Itnatal ILfde I areal ht 'apps to htyN eu He ht g �w� m ,..a I L) sxwoh,dr, soda Fzcte�d sery calfs dog ar We'll � u` Q Tenon Mounting Slprtt 100 rYJO hours. Imeq. IT EXAMPLE: CSX1 LED 60C 1000 40K T3M Deli SPA DDBXD oxtuo wt z 3 u ®® . ITT._.1. ..1 EXT LED 'OC v I°N Iai Tm Tips del AI4Da e A e Sh14Da Ilul IF., v-� rf the qy Il:: 'AK 'OOOr RIA Til 11 1S 541. Oa. I'[R VE Ie „ { 1 Wc-rfvmn[-a . En I. Wa I 14 Imr xu I - Mm o-.loIn. . on, Sir muv u,r_ ,in Wn m4 z40, A 11174 . o aw. . Fir, us ✓ . a Freshlund Rt Sn_ 5epa arzly' r - - 1111 I80 SPON64 T11111 Mr 11 r ) 3�JP In croplung e[itis ps 11 11, )u,n ] C ( elv an I n In 4.'a r:. F R40MG =F4oc J s d I u e:;. Mu -n I omxha' Esher ,3 Mla I I I „In �� Sh14V°Icyraramly' "na° .vooneo '.v a Far I_. n.:Iu>. jA LOH J . r -...o o e.... ° lJll/fl/Vr 4" WHITE ST7jIPE4" WHITE STRIPES -9' ACCESS AISLE VAN ACCESSIBLE DISABLED PARKING DETAIL NIS 34.2" 1 m � I 4" WHITE PAVEMENT BLUE BACKGROUND STENCIL �4,-8„ 4" WHITE BORDER DISABLED PERSON PAVEMENT MARKING NTS KEYED NOTES //\ \\\\\\/ 3 O 3" ASPHALT PAVING- 3° LEVEL 2, 1/2° DENSE HMAC OVER O 12° 3/4"1 CRUSHED ROCK < O WELL -DRAINED SUB -GRADE NOTES: 1. PAVING SHALL BE COMPACTED TO 92% RICE DENSITY VALUE. PARKING WITH DMV. DISABLED PERMIT ONLY TOWING LFm ORS 80.620 AND RNE UP TO 5450 UNDER ORB 88.615 2. SUB -GRADE SHALL BE PROOF ROLLED WITH LOADED DUMP TRUCK. COMPACTION TO CONTINUE UNTIL THERE IS NO PUMPING OF SOIL AND NEGIGUBLE DEFLECTION. 3. CRUSHED ROCK SHALL BE PROOF ROLLED WITH LOADED DUMP TRUCK. COMPACTION TO CONTINUE UNTIL THERE IS NO PUMPING OF SUB -GRADE AND NEGIGLIBLE DEFLECTION. 4. SOFT SPOTS IN SUB -GRADE SHALL BE OVER -EXCAVATED A MINIMUM 6" OR UNTIL STABLE MATERIAL IS FOUND. FABRIC TO BE PLACED UNDER 3/4"-0 CRUSHED ROCK. 4 PAVEMENT SECTION DETAIL NIS 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL MOUNTED 7' ABOVE WALKWAY. ADA SIGN DETAIL NTS PARKNG WITH DMV. DISABLED PERMIT ONLY TOYING UNIM ORB 88.620 AND III UP TO 11450 UrDH1 ORS 88815 VAN -ACCESSIBLE SIGN DETAIL NTS 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL MOUNTED 7' ABOVE WALKWAY. TOPSOIL MATERIAL LANDSCAPE AS PER PLANS XTRUDED CONDRETE CURB CLASS 3000 - 1/2' 6, CONCRETE. AC PAVING SURFACE SHALL BE CLEAN AND FREE OF ALL FOREIGN MATERIAL bq BEFORE APPLYING EPDXY. / 6' SURFACE AS PER PLANS' SURFACE AS PER PLANS N as, in I 'hesperaineWI 11 N EXTRUDED hip, _ .,t. o O W 00 ME ME % W U `E Y e.,, .- i.. ...., u.. j. H. I m ,..a I L) an Q Tenon Mounting Slprtt Hz- IT a< U z 3 u . ITT._.1. ..1 Oa. jA LOH J . r -...o o e.... ° lJll/fl/Vr 4" WHITE ST7jIPE4" WHITE STRIPES -9' ACCESS AISLE VAN ACCESSIBLE DISABLED PARKING DETAIL NIS 34.2" 1 m � I 4" WHITE PAVEMENT BLUE BACKGROUND STENCIL �4,-8„ 4" WHITE BORDER DISABLED PERSON PAVEMENT MARKING NTS KEYED NOTES //\ \\\\\\/ 3 O 3" ASPHALT PAVING- 3° LEVEL 2, 1/2° DENSE HMAC OVER O 12° 3/4"1 CRUSHED ROCK < O WELL -DRAINED SUB -GRADE NOTES: 1. PAVING SHALL BE COMPACTED TO 92% RICE DENSITY VALUE. PARKING WITH DMV. DISABLED PERMIT ONLY TOWING LFm ORS 80.620 AND RNE UP TO 5450 UNDER ORB 88.615 2. SUB -GRADE SHALL BE PROOF ROLLED WITH LOADED DUMP TRUCK. COMPACTION TO CONTINUE UNTIL THERE IS NO PUMPING OF SOIL AND NEGIGUBLE DEFLECTION. 3. CRUSHED ROCK SHALL BE PROOF ROLLED WITH LOADED DUMP TRUCK. COMPACTION TO CONTINUE UNTIL THERE IS NO PUMPING OF SUB -GRADE AND NEGIGLIBLE DEFLECTION. 4. SOFT SPOTS IN SUB -GRADE SHALL BE OVER -EXCAVATED A MINIMUM 6" OR UNTIL STABLE MATERIAL IS FOUND. FABRIC TO BE PLACED UNDER 3/4"-0 CRUSHED ROCK. 4 PAVEMENT SECTION DETAIL NIS 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL MOUNTED 7' ABOVE WALKWAY. ADA SIGN DETAIL NTS PARKNG WITH DMV. DISABLED PERMIT ONLY TOYING UNIM ORB 88.620 AND III UP TO 11450 UrDH1 ORS 88815 VAN -ACCESSIBLE SIGN DETAIL NTS 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE LETTERING AND SYMBOL MOUNTED 7' ABOVE WALKWAY. TOPSOIL MATERIAL LANDSCAPE AS PER PLANS XTRUDED CONDRETE CURB CLASS 3000 - 1/2' 6, CONCRETE. AC PAVING SURFACE SHALL BE CLEAN AND FREE OF ALL FOREIGN MATERIAL bq BEFORE APPLYING EPDXY. / 6' SURFACE AS PER PLANS' SURFACE AS PER PLANS N DEE 'der.. N EXTRUDED CONCRETE CURB DETAIL N.T.S. SIDEWALK WIDTH PER PLAN EXPANSION JOINT DUMMY JOINT 1/4"_\ Be DEEP "V" GROOVE PER CP APLAN Be 15 •�,an , 4 6" a. 312" 3,500 PSI ' •' ' CONCRETE BATTER 6:1 6 MONOLITHIC CURB/SIDEWALK N.T.S. 6" OVERFLOW GRATE 6° PIPE TO EXISTING PUBLIC STORM MAIN NOTES: 1. RAIN GARDEN TO HAVE 2" OF ROCK MULCH COVERING ENTIRE FACILITY. 2. RAIN GARDEN TO BE PLANTED TO 2014 EUGENE STORMWATER MANAGEMENT MANUAL STANDARDS. PLANTING PLAN TO BE PROPOSED DURING BUILDING PERMITS. MDS PLAN SET -NOT FOR CONSTRUCTION U bq papaa N DEE N o O W 00 ME ME perO� O U `E Y SHEET C-5.0 0 N 00 ME ME `E Y LED W j. H. m Q Hz- U z 3 u Oa. � 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. RIGHT OF WAY/PROPERTYIFASEMENT LINE I r________ ________________ 6" MIN I S.U.B. I r WATER _- METER I I 6" MIN ////// OVERHEAD INSTALL4.TION CLEARANCES VIEW I --------___ — -- I i 3" MIN I T I I SUB I CUSTOMER O RESPONSIBILITY I RESPONSIBILITY GRADE 3" MIN + 12" MIN —H �— 3" MIN PROFILE S.U.B. I — VIEW WATER METER oIr11 SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI Pre-Installal Cross Connection Control Requirements - Section XII Location of Backflow Assembly -Section Xlll Backilow Assembly Installation Guidelines - Section XIV Past -Installation Cross Connection Control Requirements Sections A -XIV, in addition to the complete Cross Connection Control Pro ram Requirements, are available al http:ttw .subutil.com/water/cross-connection-control-and-backflow-pmtectlonf cKr Low ASSEMBLY STANDARD WATER QUANUM DRAWN BY: ETYi '! f' oA BA RESSURE KF OWREDUCED PASSEMBLY NG DR WING -00 — ern .. stns — TWR1 LED - LED Wall Luminaire d ; L Specifications Width: 1215/16 Laralcg Nurrka waaa �7a" Introduction The popular TWR1 luminaire is now available with long-lasting, energy-efficient LED technology. Featuring a classic dayform, the TWR1 LED offers a traditional appearance and is powered by advanced LEDs. The TWR1 LED luminaire is powerful yet energy efficient, capable of replacing up to a 320W metal halide luminaire while saving up to 80% in energy costs. Offering an expected service life of more than 20 years, the TWR1 LED eliminates frequent lamp and ballast replacements associated with traditional technologies. • • - EXAMPLE: TWR1 LED 2 50K Ml me LED Teri LED 1 2ja lumens 40K 4W0N' ll )blank) N',ehds (dark) )l2 3,6001umens 50K SAWN' VP LIM IPM1uiowulml 3 4,9001umms worts 1 wmlanaaolar«nl.,.e,r.rcenem,..,hun:mlPr.ausoa, an-xm $ MJOLTdfaop amonaMlkwlugeM1om l7fl llN bbl MA 3 PMmmmrclrmaudtldewhFlydgK FEATUNES It SPEGFICATIONS INIENCED VSE TFa TWRI L£DmrrGnn Vm3Donalomll pvLaalgn TM1I,1yM1OLlputlEb NpoNdtl enenmgy e avant Imenamlenarce 'a" paw wir3lebrryc l up M3NW MHfim,rea. ve Fa3nlonal N vE M1Di yntain Wil =appl, aW denreplacAy lr dng AyoluWlldingkxall park. pear IEDIa Ideal brouMwvappllcadorssuhumlporla.Icatlmga�a,SMwzsaM pvNngarnaa. carasmlx:nan ".."— w'.Ev Aim ndn.' A'rhbonze Polyeabrpowtlarerhanar la vaNfl-aSliq. Door .Aad , do gdaae tloo anlnyeart Wtln Wayarnlnylra Ic andm i2Ca neare naledmo any 1,ne vol m II2l eneanp TARTet.me 11.6l atleate MVOLTdmaer rAyl Let Zany I3h have 1O hom YAIPV tea Enr 9vinne r 1ED 1 nasfiW verge praenlon. TVJRI LFD$antl3 M1ave 101Npotenlcn.Pared brourdoor lncaaNarlers. JO'Cminimum amblant cillos Hi A dcm,vnce lECamniMv.r mBPoolll Ftvn a v[IOt �]Fwmolemi®Iib -a P 9 rP [ r Qibfl W(V] Av, PwmeW Dias new leasned Li -,an- i, F ung dAnll`a vniformlly and fivwn xpacmy. 4a uyimny Farre iaM and pxntnmatry r.Pnm, rur apuiM1c Ramn Por(ormann. INSrAVAININ Dxlgnetl/n wall rrreurrting lvma lumlarrt(mn gnnml.HnvingLLmr+yurm34r ntmgd eat overa—l.de d' .tett,t{by otM1erslwkraortaeaminy u;a anyM Erreaanvangnl l)$'Nreaded conWilenlry Fuh. Lael LL Claud to IS. nM Gnvdian wbly atnda ran, .1Iocvliona. T -Ad in vccordvnw WL, I..A.-I anINi a., Lend. Deslgnligbn QruoniurrrDlDLq WalifiM prWua NotallvenionaoitNkpoduamay ev fi grrall9ed.,n,y drev4lFe DLGQwAM1ed LED 1t, LlnasoC delyn IgFml m mye,poi lcM1 versbnnvrequvlKied. Nw. TWRI LED i aDK1�KMPoLTquelifiM onlyiar lMve9dimdnrw WARPANW FTayear IImIWdwarrant,111wrramycerma Ioca.. Wrroacml,vnndav'NCuaenerReaou<as.-errce_an� cmdnions a<py ll Nntllueyam perform ¢mrydRer not unynArxe, rcn emag ap5 a,1ra ,.... . m di,an wl"e anaurM urraarl bo�arorymnaMur M$s'4� SpGllutbne subtest ro danre wnnvn nonce. '. L/rHON/A 01, LEE,—way • Co, Gaoryl M12. Pnene-8m.no.W4l . Ina, 1119181209a..,v rh1mam— L/af/r/Na 0M yvl5 Muff, Emn Ea Lenng.ln[. Nl vlplv6 merved. MDS PLAN SET -NOT FOR CONSTRUCTION U jiR9rnQ Hell 9" p •� H Depth: 12" (19 cM '+ Wight, 1195 be W D sa o O W Laralcg Nurrka waaa �7a" Introduction The popular TWR1 luminaire is now available with long-lasting, energy-efficient LED technology. Featuring a classic dayform, the TWR1 LED offers a traditional appearance and is powered by advanced LEDs. The TWR1 LED luminaire is powerful yet energy efficient, capable of replacing up to a 320W metal halide luminaire while saving up to 80% in energy costs. Offering an expected service life of more than 20 years, the TWR1 LED eliminates frequent lamp and ballast replacements associated with traditional technologies. • • - EXAMPLE: TWR1 LED 2 50K Ml me LED Teri LED 1 2ja lumens 40K 4W0N' ll )blank) N',ehds (dark) )l2 3,6001umens 50K SAWN' VP LIM IPM1uiowulml 3 4,9001umms worts 1 wmlanaaolar«nl.,.e,r.rcenem,..,hun:mlPr.ausoa, an-xm $ MJOLTdfaop amonaMlkwlugeM1om l7fl llN bbl MA 3 PMmmmrclrmaudtldewhFlydgK FEATUNES It SPEGFICATIONS INIENCED VSE TFa TWRI L£DmrrGnn Vm3Donalomll pvLaalgn TM1I,1yM1OLlputlEb NpoNdtl enenmgy e avant Imenamlenarce 'a" paw wir3lebrryc l up M3NW MHfim,rea. ve Fa3nlonal N vE M1Di yntain Wil =appl, aW denreplacAy lr dng AyoluWlldingkxall park. pear IEDIa Ideal brouMwvappllcadorssuhumlporla.Icatlmga�a,SMwzsaM pvNngarnaa. carasmlx:nan ".."— w'.Ev Aim ndn.' A'rhbonze Polyeabrpowtlarerhanar la vaNfl-aSliq. Door .Aad , do gdaae tloo anlnyeart Wtln Wayarnlnylra Ic andm i2Ca neare naledmo any 1,ne vol m II2l eneanp TARTet.me 11.6l atleate MVOLTdmaer rAyl Let Zany I3h have 1O hom YAIPV tea Enr 9vinne r 1ED 1 nasfiW verge praenlon. TVJRI LFD$antl3 M1ave 101Npotenlcn.Pared brourdoor lncaaNarlers. JO'Cminimum amblant cillos Hi A dcm,vnce lECamniMv.r mBPoolll Ftvn a v[IOt �]Fwmolemi®Iib -a P 9 rP [ r Qibfl W(V] Av, PwmeW Dias new leasned Li -,an- i, F ung dAnll`a vniformlly and fivwn xpacmy. 4a uyimny Farre iaM and pxntnmatry r.Pnm, rur apuiM1c Ramn Por(ormann. INSrAVAININ Dxlgnetl/n wall rrreurrting lvma lumlarrt(mn gnnml.HnvingLLmr+yurm34r ntmgd eat overa—l.de d' .tett,t{by otM1erslwkraortaeaminy u;a anyM Erreaanvangnl l)$'Nreaded conWilenlry Fuh. Lael LL Claud to IS. nM Gnvdian wbly atnda ran, .1Iocvliona. T -Ad in vccordvnw WL, I..A.-I anINi a., Lend. Deslgnligbn QruoniurrrDlDLq WalifiM prWua NotallvenionaoitNkpoduamay ev fi grrall9ed.,n,y drev4lFe DLGQwAM1ed LED 1t, LlnasoC delyn IgFml m mye,poi lcM1 versbnnvrequvlKied. Nw. TWRI LED i aDK1�KMPoLTquelifiM onlyiar lMve9dimdnrw WARPANW FTayear IImIWdwarrant,111wrramycerma Ioca.. Wrroacml,vnndav'NCuaenerReaou<as.-errce_an� cmdnions a<py ll Nntllueyam perform ¢mrydRer not unynArxe, rcn emag ap5 a,1ra ,.... . m di,an wl"e anaurM urraarl bo�arorymnaMur M$s'4� SpGllutbne subtest ro danre wnnvn nonce. '. L/rHON/A 01, LEE,—way • Co, Gaoryl M12. Pnene-8m.no.W4l . Ina, 1119181209a..,v rh1mam— L/af/r/Na 0M yvl5 Muff, Emn Ea Lenng.ln[. Nl vlplv6 merved. MDS PLAN SET -NOT FOR CONSTRUCTION U CEO p •� of ��M e o O W ED ME M Ci� O U `� Y SHEET C-5.1 0 N ED ME M `� Y rWr C zm /�a Q L U z 3 U 0 a o a a SHEET C-5.1 7 1/4-- U Ml 5�$D fL THE DOCUMENT AND THE IDEAS AND DESIGNS NCOWORATED HEREIN AIM THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODO HANSEN, ARCHITECT, LLC UC J L J L- U � u1 U 2 S UC 0 Q � 3 U N �rW BS NOs'� o • D7 x � Ul 1L tl O Lu � O � U � Q r . <t U JW WI---w� LL- 'nay, 0 Ik cn w m (s) Q mz � 6� m 0 U OL N 2 (� N FIRST TITLE: FLOOR PLAN J050.1352.11262019 DRAWN JSD p -- p - A A ISSUE 1-21-2020 DATE: A3.1 OEXTERIOR ELEVATION SCALE: 1/e• . I'°0" w 24' OEXTERIOR ELEVATION C SCALE: I/e" - I'a0" w 24 OEXTERIOR ELEVATION SCALE: I/e" . e0ii w 24 THE DOCUMENT AND THE IDEAS AND DESIGNS NCOWORATED HEREIN AIM THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODO HANSEN, ARCHITECT, LLC UC JL J L- U Lu H ME F mid RI � M IL O d) ,lr N TITLE: ELEVATIONS J050-1382.11262019 BRAWN jar) A 7-- A 2-- A A ISSUE 1-21-2020 DATE: