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HomeMy WebLinkAboutPlans Applicant 9/13/2023SHEET INDEX C-1.0 4. SITE ASSESSMENT PLAN C-2.0 THE PROPERTY IS LOCATED IN AN AREA DETERMINED TO BE BETWEEN THE 10 -20 -YEAR SITE DEVELOPMENT PLAN C-3.0 RIM GRADING AND STORM PLAN - WEST C-4.0 RIM = 476.48' GRADING AND STORM PLAN - EAST C-5.0 UTIL SITE UTILITY PLAN - WEST C-6.0 15" SITE UTILITY PLAN -EAST C-7.0 CHANNELS BLOCKED WITH PAVING AND STRIPPING C-8.0 471.23' CIVIL DETAILS C-9.0 12" CIVIL DETAILS C-10.0 DEBRIS CIVIL DETAILS E-000 ENGINEER SITE LIGHTING & EVC'S E-001 10" SITE LIGHTING & EVC'S LA -1 PRELIMINARY SITE PLAN LA -2 PRELIMINARY PLANTING PLAN - EAST LA -3 PRELIMINARY PLANTING PLAN - WEST LA -4 LANDSCAPE DETAILS z EXISTING UNIT 1 A/B OFFICE/RETAIL ELEVATION r 5. UNIT 1 SPACES OFFICE/RETAIL FLOOR PLANS EXISTING RIM = 477.18' BUILDING SPACE 4 OFFICE/RETAIL ELEVATION = 477.96' BUILDING SPACE 4 OFFICE/RETAIL FLOOR PLANS T 2, BUILDING 2 ELEVATION FRONT AND REAR w 8" NORTH (IN) = 470.79' BUILDING 2 ELEVATION SIDE / EAST, WEST NORTH (OUT) = 471.12' BUILDING 2 LAYOUT SPACES FLOOR PLANS = 477.76' RIM DRIVE UP COFFEE ELEVATION FLOOR PLANS SHEET 8" SOUTH (OUT) = 470.70' 24" CAR WASH ELEVATIONS 471.17' 8" NORTH (IN) =470.58' CAR WASH AND COFFEE SHOP ELEVATIONS 1 EXISTING MANHOLE INFORMATION: 1. u �► 4. 7. 3 THE PROPERTY IS LOCATED IN AN AREA DETERMINED TO BE BETWEEN THE 10 -20 -YEAR 10. BOUNDARY LINES RIM = 476.20' E RIM = 476.48' RIM = 478.33' UTIL RIM = 477.78' 15" NORTH (OUT)= 470.56' CHANNELS BLOCKED WITH 8" WEST (OUT) = 471.23' 8" NORTH (IN) =:474.78' 12" EAST (IN) = 470.67' DEBRIS 8" EAST (IN) = 471.31' ENGINEER 6" EAST (IN) =:474.73' 10" WEST (IN) = 470.75' w o E 4. 10" WEST (OUT) =:474.54' 10" SOUTH (IN) = 470.71' 5. 8• z EXISTING E r 5. ELEVATIONS ARE GPS DERIVED GEOID18A (NAVD88). EXISTING RIM = 477.18' RIM = 477.96' 11. T 2, w 8" NORTH (IN) = 470.79' 24" NORTH (OUT) = 471.12' RIM = 477.76' RIM = 476.56' SHEET 8" SOUTH (OUT) = 470.70' 24" SOUTH (IN) = 471.17' 8" NORTH (IN) =470.58' 4" EAST (OUT) = 474.25' 15" WEST (IN) = 471.17' 8" SOUTH (IN) = 470.47' 3" WEST (IN) = 474.39' 6' 8" WEST (IN) =469.36' 3" SW (IN) = 474.41' RIM=477.53' 9, DOUGHERTY LANDSCAPE ARCHITECTS 8" EAST (OUT) =468.71- 468.71'10" 474 WILLAMETTE STREET, SUITE 305 ST 24"SD 10" WEST (IN)= 473.40' RIM = 478.58' EUGENE, OREGON 97401 © 3, CLEANOUT PHONE: (541) 683-5803 12" NORTH E. (OUT)= 473.32' 10" EAST (OUT) = 473.53' 12. RIM = 476.32' CURB INLET 6" NORTH (IN) = 473.53' 12" NORTH W. (IN) = 473.55' RIM = 477.32' 12" WEST (OUT) = 472.50' STREET LIGHT 8" NORTH (IN) = 473.61' 24" NORTH (OUT) = 469.09' 10" EAST (IN) = 472.59' PHONE: (541) 746-0637 24" SOUTH (IN) = 469.38' C FACILITY G -� MEDIAN -o 0 /1Z7lT1Sr� � �o o-� o - EXISTING �- J u �► V 3 THE PROPERTY IS LOCATED IN AN AREA DETERMINED TO BE BETWEEN THE 10 -20 -YEAR EXISTING BOUNDARY LINES cn G E I 0 TIME OF TRAVEL ZONES BASED ON THE CITY OF SPRINGFIELD AND SPRINGFIELD UTILITY EUGENE, OR 97408 UTIL m EXISTING UTILITIES (I.E. TV, PHONE, Z Z I &) y N � E x PROJECT COORDINATOR/ OHE EXISTING OUTSIDE OF 500 -YEAR FLOOD. OVER HEAD ELECTRIC ENGINEER 10.00' 3. PROPERTY IS ZONED COMMERCIAL (CC). SOUTHERN PROPERTY BOUNDARY IS A PUBLIC/OPEN TRANSFORMER P.U.E. w o E 4. o�0 O f SERVICING UTILITIES FIELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL POWER POLES SPRINGFIELD, OREGON 97447 FOLLOW ALL REQUIREMENTS OF OAR 952-001-0010 THROUGH 952-001-0090. ONE CALL z EXISTING E Ea E E ca as EXISTINI i ( : 10.00' P.U.E. / e r . E 141�V II RE HYDRANT EXISTING 14.00' PRVT. STORM DRAINAGE 6.07 & MAINTENEANCE EASEMENT m N EXISTING 10 / -TEMPORARY PRVT. \ '" I` SLOPE EASEMENT k FX MH#5% BIO-SWALE EXISTING GRAVELS f- PAD EDGE OF PAD TAX LOT 502 WILLIAMALANE PARK & REC DIST MAP #17-02-31-00-00502 MAPPED LOT ACRES: 9.72 i SITE REVIEW FOR MIDTOWN PLAZA SW 1/4 SECTION 31, T. 17 S., R. 2 W., W.M., TAX MAP 17-02-31-00, TAX LOT 501 SPRINGFIELD, LANE COUNTY, OREGON TO REMAIN EXISTING 7.00' N 89'43'58" W 228.03' P.U.E. Vie'y' EXISTING 119 14.00' PRVT. TI \ I UMU,[DRAINAGE & MAIN ENEANCE 11 It _QSI�MENT LIGHTING l �I� TAX LOT 501 (CC) Ad ,II(( WESTGATE PLAZA LLC MAP #17-02-31-00-00501 01 T ACRES: L ly, t �7.C fE 1 EXISTING 24.00' PRVT. ACCESS 8 MAINTENANCE EASEMENT EXISTING 7.00' PRVT. UTILITY~ EASEMENT �F 7.00' P.U.E. EXISTING 10.00' 3 WASTEWATER EASEMENT 3 I ( o �EX - -- - PRVT._ACCESS°S& - MAINTENANCE L/ J 01 �GG1 \✓ EXISTING- EXISTING XISTINGEXISTING FIRE 1 00' PARKING 6FXPRANT / \ & MAINTENACE ---EASEMENT 55.00' S 89.49'47" E 270.94' 42.00' NO } - BUILDI BUILD w - EXISTING : c w 0 .I 0 o� VICINITY MAP NTS GENERAL NOTES: i I� sxc.. 1,-40, 40' 0 40' BO' u �► V 1. THE PROPERTY IS LOCATED IN AN AREA DETERMINED TO BE BETWEEN THE 10 -20 -YEAR EXISTING BOUNDARY LINES 3700 COBURG ROAD G w a TIME OF TRAVEL ZONES BASED ON THE CITY OF SPRINGFIELD AND SPRINGFIELD UTILITY EUGENE, OR 97408 UTIL 11NI EXISTING UTILITIES (I.E. TV, PHONE, Z BOARD'S WELLHEAD PROTECTION AREAS I &) y 191 2. THE PROPERTY IS SUBJECTED TO DRINKING WATER PROTECTION PROGRAM STANDARDS IDENTIFIED IN SPRINGFIELD DEVELOPMENT CODE SECTION 3.30-200. AREA DETERMINED TO BE zo PROJECT COORDINATOR/ OHE OUTSIDE OF 500 -YEAR FLOOD. OVER HEAD ELECTRIC ENGINEER 3. PROPERTY IS ZONED COMMERCIAL (CC). SOUTHERN PROPERTY BOUNDARY IS A PUBLIC/OPEN TRANSFORMER A&O ENGINEERING w SPACE. � 4. EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE O f SERVICING UTILITIES FIELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL POWER POLES SPRINGFIELD, OREGON 97447 FOLLOW ALL REQUIREMENTS OF OAR 952-001-0010 THROUGH 952-001-0090. ONE CALL z EXISTING PHONE NUMBER 1-800-332-2344 r VICINITY MAP NTS GENERAL NOTES: i I� sxc.. 1,-40, 40' 0 40' BO' N LEGEND APPLICANT / OWNER ST�ow X��> I W o W N z v 7 m m0 ROW II � 48.00' ROADWAY V I I ( I .I u �► V 1. THE PROPERTY IS LOCATED IN AN AREA DETERMINED TO BE BETWEEN THE 10 -20 -YEAR EXISTING BOUNDARY LINES 3700 COBURG ROAD G w a TIME OF TRAVEL ZONES BASED ON THE CITY OF SPRINGFIELD AND SPRINGFIELD UTILITY EUGENE, OR 97408 UTIL 11NI EXISTING UTILITIES (I.E. TV, PHONE, Z BOARD'S WELLHEAD PROTECTION AREAS I &) y 191 2. THE PROPERTY IS SUBJECTED TO DRINKING WATER PROTECTION PROGRAM STANDARDS IDENTIFIED IN SPRINGFIELD DEVELOPMENT CODE SECTION 3.30-200. AREA DETERMINED TO BE zo PROJECT COORDINATOR/ OHE OUTSIDE OF 500 -YEAR FLOOD. OVER HEAD ELECTRIC ENGINEER 3. PROPERTY IS ZONED COMMERCIAL (CC). SOUTHERN PROPERTY BOUNDARY IS A PUBLIC/OPEN TRANSFORMER A&O ENGINEERING w SPACE. � 4. EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE O f SERVICING UTILITIES FIELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL POWER POLES SPRINGFIELD, OREGON 97447 FOLLOW ALL REQUIREMENTS OF OAR 952-001-0010 THROUGH 952-001-0090. ONE CALL z EXISTING PHONE NUMBER 1-800-332-2344 - _ 5. ELEVATIONS ARE GPS DERIVED GEOID18A (NAVD88). EXISTING CULVERT 6. FIRE HYDRANTS ARE LOCATED AS SHOWN. EXISTING T SOIL TYPES ON THIS SITE IS COBURG-URBAN LAND COMPLEX,HYDROLOGIC SOIL GROUP: C PER w WEB SOIL SURVEY. (Ssn� 8. EXISTING SITE IS OUTSIDE OF FLOODPLAIN. WATER METER SPRINGFIELD, OREGON 97477 SHEET C-1.0 N LEGEND APPLICANT / OWNER ST�ow X��> I W o W N z v 7 m m0 ROW II � 48.00' ROADWAY V I I ( I .I SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION u a WESTGATE PLAZA, LLC O EXISTING BOUNDARY LINES 3700 COBURG ROAD G w a ozo EUGENE, OR 97408 UTIL H EXISTING UTILITIES (I.E. TV, PHONE, Z q F &) �yN.O � o zo PROJECT COORDINATOR/ OHE EXISTING OVER HEAD ELECTRIC ENGINEER o EXISTING TRANSFORMER A&O ENGINEERING w O � 380 Q STREET SUITE 200 O f EXISTING POWER POLES SPRINGFIELD, OREGON 97447 0 z EXISTING PARKING LIGHTING PHONE: (541) 302-9790 m p EXISTING CULVERT DESIGNER 16"W EXISTING WATER LINE ROBERT CORYELL DESIGNS w m 3460 SUE ANN COURT ❑W EXISTING WATER METER SPRINGFIELD, OREGON 97477 SHEET C-1.0 w PHONE: (541) 410-3955 EXISTING WATER VALVE LANDSCAPE ARCHITECT EXISTING FIRE HYDRANT DLA INC. 8"WW EXISTING WASTEWATER SYSTEM DOUGHERTY LANDSCAPE ARCHITECTS a 474 WILLAMETTE STREET, SUITE 305 ST 24"SD EXISTING STORM DRAINAGE SYSTEM EUGENE, OREGON 97401 © EXISTING CLEANOUT PHONE: (541) 683-5803 ❑O EXISTING CURB INLET GEOTECHNICAL ENGINEER BRANCH ENGINEERING INC. EXISTING STREET LIGHT 310 5TH STREET ❑T EXISTING TV PEDESTAL SPRINGFIELD, OR 97477 PHONE: (541) 746-0637 © EXISTING TELEPHONE PEDESTAL ® EXISTING J BOX H EXISTING GAS VALVE CD EXISTING STREET TREE 0 EXISTING GRASS 0 EXISTING PAVED CONCRETE ® EXISTING STRIPING SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION 1� u a wz O o rL St G w a ozo o �P H wood �9 Z q F �yN.O � o zo � ��zo o w O � �1 �1 °fJ r W 0 z O m p o w> 1� Iddr a O o rL St G w a O N O o �9 m � o w � o w O � �1 �1 °fJ r 0 z E-1 m p o w> w m a F o m o o o r r 0 z a m p o w> w m SHEET C-1.0 w z 0 3 a a a F m z 0 w SHEET C-1.0 1 OF 10 SITE DATA: TOTAL SITE AREA: 4.96 ACRES (216,057.60 SQ. FT.) TOTAL NEW IMPERVIOUS AREA: 69,051 SF TOTAL EXISTING IMPERVIOUS AREA: 58,120 SF TOTAL EXISTING BUILDING AREA: 10,140 SF TOTAL PROPOSED NEW BUILDING AREA: BUILDING #2: 6,704 SF CAR WASH: 4,759 SF BUILDING #4: 3,807 SF BUILDING #5: 3,032 SF COFFEE KIOSK: 672 SF TOTAL EXISTING LANDSCAPE AREA: 10,622 SF TOTAL PROPOSED LANDSCAPE AREA: 12,956 SF REMAINING POTENTIAL FUTURE DEVELOPMENT AREA: 36,194 SF POTENTIAL FUTURE DEVELOPMENT AREA NOT INCLUDED WITH THIS SITE REVIEW PARKING SITE DATA PHASE SCHEDULE PRE -CONST POST -CONST TOTAL SPACES 65 136 TOTAL RECONFIGURED EXISTING SPACES _ 11 TOTAL SPACES PROPOSED - 71 TOTAL VACUUM SPACES - 21 TOTAL PROPOSED STANDARD SPACES (NON -VACUUM) - 61 TOTAL EV SPACES REQUIRED (40% OF NEW SPACES) PHASE 4: 24 TOTAL EV SPACES PROVIDED - 24 TOTAL REQUIRED ADA SPACES - 5 TOTAL PROVIDED ADA SPACES - 6 CUT = 6,520 CY FILL = 11,062 CY MAIN STREET _ _ _ _ _ _ _ _ _ _ _ S 89'43'58" E STORM 7,00PLANTER 366 SQ FT C WELLHEAD PROTECTION CONSTRUCTION NOTES: 1. THE DEVELOPMENT FALLS IN THE 10-20 YEAR TIME OF TRAVEL ZONE AND IS SUBJECTED TO DRINKING WATER PROTECTION PROGRAM STANDARDS IDENTIFIED IN SPRINGFIELD DEVELOPMENT CODE SECTION 3.3-200. 2. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION. 3. CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS AND FERTILIZERS, AND THE PREVENTION OF GROUNDWATER AND STORMWATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORMWATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. - - . . ..............W. _' _.�, I.1 , 800 ... - .... ......i I� '.'.`..'.�` CAR WASH 46.00- GROSS FLOOR AREA: f(' r ---X10.00' 4,759 SQ FT 39.00' 125.00' R=24.30' 14.00' � .. IPUE COVERED BICYCLE PARKIN �I�-/--7+'� VACUUM .•. �I •/• SPACES '!•BICYCLE EXISTING BUILDING TO REMAIN fF T 0 0 8.00' r 9.00' &04 4 M PLANTER SQ Fr --24.00 ' ' 25.00'+ vi PHASE 4 16.00' BLDG 2 1 o • GROSS FLOOR AREA: 6,704 SQ FT o L 0 o ROOF AREA: 18.50' o .30' 7,436 SQ FT II 4 .. . 7.29' © TRASH SPACES ENCLOSURE - PRELIMINARY PHASE SCHEDULE & APPROX. SITE DEVELOPMENT AREA PHASE 1: rt� ' PRELIMINARY PHASE SCHEDULE & APPROX. SITE DEVELOPMENT AREA PHASE 1: CAR WASH DEV. 2024 50,240 SF PHASE 2: COFFEE KIOSK 2024 15,948 SF PHASE 3: BLDG #3&4 2025 20,618 SF PHASE 4: BLDF #2 2026 24,798 SF 8 2411 • '� 7.15'x{... 4. EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS ARE SHOULD BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORMWATER DRAINAGE SYSTEM. 5. THE STORAGE, HANDLING, TREATMENT, USE, PRODUCTION OR KEEPING ON PREMISES OF MORE THAN 20 GALLONS OF HAZARDOUS MATERIALS THAT POSE A RISK TO GROUNDWATER IN AGGREGATE QUANTITIES IS ALLOWED ONLY UPON COMPLIANCE WITH CONTAINMENT AND SAFETY STANDARDS SPECIFIED BY THE MOST RECENT FIRE CODE ADOPTED BY THE CIT(. TRASH ENCLOSUR •`�1 4z ,��i. 4z iJ1��J' ;jfir: X24.0' rf24.00'� 7.00 IK� FI U.EI� VV ,�� ,!J1•l,l it P.U.E. .'. BICYCLE PARKING BUILDING NO. OF SPACES BLDG #2 4 BLDG #4 2 T- 1 CAR WASH 3 COFFEE KI❑SK 1 BICYCLE PARKING -NUMBER OF SPACES REQUIRED - 0 - f I BICYCLE PARKING BUILDING NO. OF SPACES BLDG #2 4 BLDG #4 2 BLDG #5 1 CAR WASH 3 COFFEE KI❑SK 1 BICYCLE PARKING -NUMBER OF SPACES REQUIRED SERVICE ESIABLISHMENIS 25% LONG-TERM & 75% SHORT-TERM 1 PER 2,000 SQUARE FEET OF FLOOR AREA EATING AND DRINKING ESTABLISHMENT 25% LONG-TERM & 75% SHORT-TERM 1 PER 600 SQUARE FEET OF FLOOR AREA l 30.00' 12.50' o COVERED o VACUUM 1,8.0 ` 11.00 SPACES " 11.00 a COVERED VACLU .7'. - � \l � 1 N ,• ...:. .. 33.81'." '. i9 ` 1 1.89' COFFEE KIOSK 16.00' ' GROSS FLOOR 21.86' :•" AREA :672 'I TLo 3.72 •JL o I V 9.`5710' 13.00' t ` N -22.9' • CH RGE PHASE 1 26.00' JW '•E]•....• .. of �•. PHASE 2 STORM (PLANTER 449 SQ FT -27.50' } b w Iy26.00' 1 t Q r y 71A NUMENT MAIN DEVELOPMENT ENTRY COLUMNS - SEE NOTE 7 6,00' SIGN - SEE NOTE 7 30.00• 0NAL Mo•si conr�rc� oirvri r oeovinir_ M I o BLDG #4 GROSS AREA 3,807 SQ FT 5.53'x; ROOF AREA 4,339 SO FT V� po IGHARGE co ENI 24.00' P' 18.00' If 3.01" 3.71' I I W 4.96'• N BLDG #5 I Z - GROSS AREA: I Q 3,032 SQ FT ROOF AREA: I I C/') 3,516 SQ FT 25.(88' -+II ---4.53' T24.00'- m m m N SCALE 1'=30' 30' 0 30' 60' LEGEND O EXISTING PHASE LINE EXISTING BOUNDARY UNE UTL__ EXISTING UTILITIES (I.E. TV, PHONE, N o & GAS) OHE EXISTING OVER HEAD ELECTRIC U EXISTING TRANSFORMER - 0 - f EXISTING POWER POLES ayy EXISTING PARKING LIGHTING o EXISTING CULVERT 162W EXISTING WATER LINE 0 EXISTING WATER METER w EXISTING WATER VALVE EXISTING FIRE HYDRANT 8'A'AV- EXISTING WASTEWATER SYSTEM 24"SD EXISTING STORM DRAINAGE SYSTEM © EXISTING CLEANOUT Fz"• EXISTING CURB INLET �-o EXISTING STREET LIGHT O EXISTING TV PEDESTAL © EXISTING TELEPHONE PEDESTAL ® EXISTING J BOX H EXISTING GAS VALVE EXISTING STREET TREE I� O z EXISTING SANITARY MANHOLE gT EXISTING STORMWATER MANHOLE 0 PROPOSED PLANTER STRIP W PROPOSED CONCRETE PAVED AREA ® PROPOSED LIGHT PAVED AREA 0 PROPOSED HEAVY PAVED AREA SITE PLAN NOTES: 1. BUILDING DIMENSIONS ARE SHOWN FOR REFERENCE ONLY IN RELATION TO THE SITE PLAN. CONTRACTOR SHALL USE APPROVED ARCHITECTURAL PLANS FOR BUILDING CONSTRUCTION. 2. VACUUM SPACES ARE PROPOSED TO BE COVERED WITH A ROOF STRUCTURE. 3. THE NEAREST LTD TRANSIT LOCATION IS AT 30TH AND MAIN STREET. C-2.0 4. 3 FT ACCESS GATE ADJACENT FROM FIRE HYDRANT INSTALL FIRE DEPARTMENT LOCK. 5. BIKE PARKING DETAIL SEE SHEET C-8.0. SPACE REQUIREMENT IS MET. 6. SEE ARCHITECTURAL PLANS FOR ROOF OVERHANG WIDTHS. 7. FOR ALL SIGNAGE INFORMATION PLEASE SEE ARCHITECTURAL. PLANS 8. IT IS PROPOSED TO RE -CONSTRUCT EXISTING DRIVEWAY TO A COMMERCIAL DRIVEWAY APRON PER COS STD. DWG. 3-24. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION Q O w orz � a w N o �7,� U asp ao N ayy zo o � w 24 �O Fz"• °J 00 d 0 > > a N P-4 r I� O z N m Q W LQ W O 08 LQ or m Q O w orz � a w Q O � N o p--1 � w 24 o r N P-4 r I� O z N m Q o LQ W H� LQ or m Q F o r r O z N m Q o LQ W LQ or m SHEET C-2.0 W z 3 z F o < o o o a uui x Q F z O LQ LQ or SHEET C-2.0 2 OF 10 LEGEND LEGEND PROPOSED FLOW DIRECTION - - - - - - - - - - RIDGE LINE ST 24"SD EXISTING STORM DRAINAGE SYSTEM S=0.40% PROPOSED SLOPE UTIL EXISTING UTILITIES (I.E. TV, PHONE, ® PROPOSED STORM DRAINAGE MANHOLE AC ASPHALT ELEVATION & GAS) ® PROPOSED CATCH BASIN BW BACK OF WALK OHE EXISTING OVER HEAD ELECTRIC © EXISTING CLEANOUT CONIC CONCRETE ELEVATON m EXISTING TRANSFORMER ® PROPOSED CLEANOUT IX TC EXISTING TOP OF CURB - 0 - EXISTING POWER POLES PROPOSED AREA DRAIN FIFE FINISH FLOOR ELEVATION EXISTING PARKING LIGHTING ❑O EXISTING CURB INLET VG VALLEY GUTTER ELEVATION EXISTING CULVERT EXISTING STREET LIGHT T.O.B. TOP OF BANK 16"W- EXISTING WATER LINE 0 EXISTING TV PEDESTAL T.O.W. TOP OF WALL No EXISTING WATER METER FP1 EXISTING TELEPHONE PEDESTAL HP HIGH POINT ® EXISTING WATER VALVE ® EXISTING JBOX EXISTING FIRE HYDRANT i EXISTING GAS VALVE (SY-8"WW - - EXISTING WASTEWATER SYSTEM 0 PROPOSED WASTEWATER MANHOLE 0EXISTING STREET TREE MAIN STREET - - - - - - - - 306 SQ FT - _ - - - - - - - - - - TC 477.72 I, T ..477.03' AC 477.22' .. .:. --�--r.. 47300'. . . `. `. ... � - � - �� r.`. `. `. �.` RIM _" . TC 477-.42' f y AC 476.92" � . 476.21' EX CB#3 °•`a 477.19EXTG I \\ •.• IIHP TC 477:89' -- 477.18' 477.09' -- 477.12' - 477,15' - >j Qj TC 478.04' EXTG EXTG _ -� .. r� EXTG - EXTG AC 477.54' :- an.2o �� / 11 ani r HP EXTG \ 477.l EXTG TC 477.50' TC 478.34' EXTG AC 477.00' AC 4' J EX MH#1 476.22' EX 477.12' EX CB#4 ENCLOSURE T EX CB#1 476.84' EX CB2 \ �- TC 477.54' �� r EX 477.28' S I AC 477.04' AC 477.23' �j TC 477.74' { AC' 477.24' • + TC 477.79' \ - _ 1 s as _ TC 477.34' >> - - 1 HPG AC 477.29 HP . � \ \\ rl :a \ AC 476.84' -HP _ yjB �t \ / y I TC 472.70' 477.20' 477.98' •. - - I TC 477.82' � r ����,,gg . n .. ' '. .. a ; 477.98' \� / Tc -477.3T\\ Raj 0�1D, '° �0 " I CONC EX 476.76' ` .- TC 477.62" TC 477.70' " I AC 477.20' ` ` i + 0 0 > AC'477.12 CONC CONC I 475.97 I EX. 477:32' . nprpu "> C 477.69' PLANTER oo C 477.19' • CONC EX CB#9 476.01' SQ Fi ; o EX CB#7 <__ HP -... f' ONC 477.23' '.00 RIM BUILDING #2 FFE= 477.75' \ / CB TC 477.69' i- \ CONIC 477.19' TRA H Pp SU E ,..• . n CONIC / 4�B EXTG 1 1 C \ EX 477.42 _ _ I - - EX 477.54' T TC 477,82', \ /4B TC 477.73' TC 477.73' ,ylllf AC 477.23' AC 477.23' CONC •�� �� . .. ST TC 471,87' TC 477.80 y . L/ HP y �C- / HP p, HP- TC 477.30 l AC 477.31 '"' CB / 477.49' EXTG EXT Q� 0i \ HP E `� EXTG HP y EXTG HP SN' / 477 56' / >1 / CONC 476 EXTG .59' p 1 EX CB#8 477.80 ... a a• _ - ,., 0 AC 477.77' AC 477.73' ` �7H.66 ���444777RRR ;;;111 EX EX EX EX 1 Y� I � SC&LE, 1 =20' 20' 0 20' 40' 1. ALL ADA PARKING SPACES, ACCESS, AISLES, WALKWAYS AND RAMPS SHALL MEET CURRENT ADA STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE ARE MET. 2. ALL WALKWAYS SHALL HAVE ADA APPROVED DETECTABLE SURFACE MARKING PRIOR TO ENTERING TRAFFIC AREAS. CONTRACTOR SHALL COORDINATE WITH OWNER ON PREFERRED DETECTABLE SURFACE. 3. ALL WALKWAYS AND SIDEWALKS EXISTING FROM A BUILDING DOOR SHALL DROP l "(0.02') FROM FINISHED FLOOR ELEVATION. 4. ALL SIDEWALK CROSS SLOPES TO BE MAX 1.5% (2% MAX SURFACE). 5. ALL WALKWAYS SHALL HAVE RUNNING SLOPES LESS THAN 5% OR INCLUDE LANDINGS AT EACH END. 6. ALL ADA RAMPS SHALL HAVE CROSS SLOPES LESS THAN 2% AND RUNNING SLOPES LESS THAN 8.33%. 7. BUILDINGS ARE SHOWN FOR REFERENCE. CONTRACTOR SHALL USE APPROVED ARCHITECTURAL PLANS FOR BUILDING CONSTRUCTION. 7. ADA STRIPED WALKWAYS SHALL MEET ADA STANDARD FOR REQUIRED SLOPES. 8. LOT AND FUTURE ROOF DRAINAGE IS TO BE DIRECTED TO PROPOSED STORM DRAINAGE SYSTEM. 9. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. ONE CALL #811. 10. CONTOURS SHOWN ON THIS SHEET ARE EXISTING. PROPOSED FINISHED GRADES ARE CALLED OUT ON ON PLAN SHEET. 11. ALL ADA FACILITIES SHALL MEET REQUIREMENTS OUTLINED IN AMERICANS WITH DISABILITY ACT, CURRENT EDITION. STORMWATER NOTES: 1. DOWNSPOUT LOCATIONS TO BE FINALIZED DURING THE BUILDING PERMIT PROCESS. ALL NEW DOWNSPOUTS ARE PROPOSED TO BE COLLECTED INTO UNDERGROUND PIPING. 2. ALL PIPING IS PROPOSED TO MEET 2021 OREGON STATE PLUMBING CODE. 3. INFILTRATION TESTING WAS PERFORMED ON-SITE BY BRANCH ENGINEERING ON 3/27/23. TWO LOCATIONS WERE TESTED AND THE MEASURED INFILTRATION RATES WERE 25 IN/HR AND 40 IN/HR. BRANCH'S FULL REPORT CAN BE FOUND WITH THE STORMWATER REPORT. A MAXIMUM INFILTRATION RATE THROUGH NATIVE SOIL OF 6 IN/HR WILL BE UTILIZED TO MEET THE 2014 EUGENE STORMWATER MANAGEMENT MANUAL. 4. PROPOSED STORMWATER PLANTER WILL BE FULLY VEGETATED TO MEET CITY OF SPRINGFIELD REQUIREMENTS. SEE THE LANDSCAPE PLANS PREPARED BY DLA INC. INCLUDED WITH THIS SUBMITTAL 5. EXISTING STORMWATER INFRASTRUCTURE IS PROPOSED TO REMAIN AS -CONSTRUCTED. THE EXISTING SWALE IS PROPOSED TO UNDERGO MINOR RE -SHAPING, RE -PLANTING, AND THE OUTLET CONTROL STRUCTURED REPLACED. 6. THE MAJORITY OF NEW IMPERVIOUS SURFACES ARE PROPOSED TO RECEIVE VEGETATIVE TREATMENT. SOME PORTIONS ARE PROPOSED TO DRAIN INTO EXISTING STORMWATER SYSTEM ON-SITE. SEE STORMWATER REPORT FOR MORE INFORMATION. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION F V Sl a 18 AM off@ v �> N V z a�o a coo mha'� .Q bA z a ¢ W ¢ w dd Q F Sl G Q W F a , x z 0 z a ¢ ¢ w F z 0 SHEET C-3.0 3 OF 10 MAN STREET SN CONC PpopopeP i •i >°>°o°e° ! •`477.19, �e Pnpepo a•• TC 478.62' �' . , _, AC 478.12' ;', a.`♦'♦' 78.81' p 78.31' . CONC LL / y � I lo" IPE v NEW I I T;6N'TF STRUC 5 II I e I E ,.6 as I ST I N. e e I • TO 479.38' E • AC 478.88' -f�rr 478.1<. , CB' CONC PROPOSED BUILDING FFE=478.75 pop HPor 4• � �► a 47 /l '9' TC 479.20' CB AC 478.70' 81 TO 479.20' ro ' ' AC 478.70' TC 478.63 CONC AC 478.13 SN • ...5 •�. '•TC 478.70'. ` ,AC 478.20' 4 TO 478.84' sC ` AC 478.34' TO 478.94' AC 478.44' /I TO 478.96' AC 478.46' TO 479.11' Ac 478 Al Oo \J EXTG EXTG ! TO jw TO 478.69' ` AC 478.71 M ' �4 ' �r " TC 478.50'• � `� ` . • AC' 478.00 TO 478.65' / HP AC 478.15' - \• ` 1 S TC 47&:48' 478.48' . EXT Qf';a Ai 477.98 CB" PROPOSED BUILDING FFE=478.50'/�B `CONO TO 478.48' • C NO / AC 477.98' •.a a.. B a - "Q° II TC 478.81 • • AC 77.46' B-478.31' �� ,O AC. 478.4 AB I HP E TO 478.81' AC 478.31' a HP - TO 478.81, TO 478.78'`' CB 478.31' AC 478.28' J TO 479. CB's LI AC 479.1 EXTG �+ TO 478.fi6' TO 47 TO 478,09° ✓r�i CB AC_ 478.16' •I / AC 478.39' 4 CB f AC -478.59' "�. a II .477.75' - +I' ' CB TC 479.34' m TO 478:87 TO 479,32 CB AC 478.84 478.35' NP ' f -I4' TC 479.07 AC 478.17' AC 47882 CONC • • , � I ` ` � C% AC 478.57' . •CONNECT. INTO I TO 478:44 • y / • ` TIE OVERF OW TO a �u . 'RIM `, pS EXISTING STUB `EXISTING STUB 0 AC477. �. Hp� popnp>p>p>pep> 8 / EXTG > o o > 0 0 _ _ �� � + opopnpopopopepo / X TC 47.9.63' �`EXTG TO _479.46' , �`•`„'„`„ ep>[e"o°>"o°e X AC 419.13' \` , �\ EXTG AC 478.96' • TO 489.34 . . ✓ . T - `. .--. �-. "-AG 478.84.-. • . ... HP_I. . .'.�' . . . _ .., - EX TO 479.37' - - -E TO 479.37' - EX TO 478.90' EX MH 10 _\ EX MH 9 - _� -`.� EX AC 478.87 as AC 478.87 s -us EX AC 4 / Ps aFm 477 36' .` O NU 9 iVOWO�C479-46' NC�TO 479.96' • I . PROPOSED► I til PROPOSED c a 479.98' � � 479.98' CONC CONC TO 479.96' L -------AC 479.46' -- - FFE=480.00 .. . I TO 479.95' 479.98'1 a \J I •� AC 479.46' \CONC .1 ^ I TO 479.96' n- 45 SR - 0 - \� _-_bc42116 ---- GRADING LEGEND PROPOSED FLOW DIRECTION - _ 5=0.40% PROPOSED SLOPE AC ASPHALT ELEVATION _T BW BACK OF WALK CONC CONCRETE ELEVATON IX TC EXISTING TOP OF CURB SD FE FINISH FLOOR ELEVATION VG VALLEY GUTTER ELEVATION T.O.B. TOP OF BANK T.O.W. TOP OF WALL SC&E- 11=20' HP HIGH POINT 20' 0 20' 40' 4" 1 II LEGEND RIDGE LINE �24"SD- - EXISTING STORM DRAINAGE SYSTEM G II UTIL EXISTING UTILITIES (I.E. N, PHONE, PROPOSED STORM DRAINAGE MANHOLE & GAS) ® PROPOSED CATCH BASIN OHE EXISTING OVER HEAD ELECTRIC © EXISTING CLEANOUT Q EXISTING TRANSFORMER ® PROPOSED CLEANOUT _ _�_ EXISTING POWER POLES ® PROPOSED AREA DRAIN 'TT EXISTING PARKING LIGHTING T ❑O EXISTING CURB INLET EXISTING CULVERT EXISTING STREET LIGHT 16"W- EXISTING WATER LINE d EXISTING N PEDESTAL ❑W EXISTING WATER METER © EXISTING TELEPHONE PEDESTAL ® EXISTING WATER VALVE �� ® EXISTING JBOX d EXISTING FIRE HYDRANT N EXISTING GB VALVE 8"WW - EXISTING WASTEWATER SYSTEM EXISTING STREET TREE PROPOSED WASTEWATER MANHOLE 0 N II �m PROPOSED STORMWATER LINE GENERAL NOTES: SHALL MEF CURRENT ADA / n STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE ARE MET. WALKWAYS2. ALL TRAFFIC AREAS. CONTRACTOR SHALL HRSHALL E SURFACE COORDINATE WI HOWNER ON PREFERREDN DETECTT BLE SURFACE. I� 3. ALL WALKWAYS AND SIDEWALKS EXISTING FROM A BUILDING DOOR SHALL DROP 1 "(0.02') FROM T I FINISHED FLOOR ELEVATION. 4. ALL SIDEWALK CROSS SLOPES TO BE MAX 1.5% (2% MAX SURFACE). 5. ALL WALKWAYS SHALL HAVE RUNNING SLOPES LESS THAN 5% OR INCLUDE LANDINGS AT EACH END. 6. ALL ADA RAMPS SHALL HAVE CROSS SLOPES LESS THAN 2% AND RUNNING SLOPES LESS THAN 8.33%. FO7. BUILDINGS R BUILDING CONSTRUCTION. SHOW N, FOR REFERENCE. CONTRACTOR SHALL USE APPROVED ARCHITECTURAL PLANS CB 7. ADA STRIPED WALKWAYS SHALL MEF BA STANDARD FOR REQUIRED SLOPES. 8. LOT AND FUTURE ROOF DRAINAGE IS TO BE DIRECTED TO PROPOSED STORM DRAINAGE SYSTEM. ST 9. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. ONE CAL #811 ABAN ION EXTG 10. CONTOURS SHOWN ON THIS SHEET ARE EXISTING. PROPOSED FINISHED GRADES ARE CALLED OUT ON SW LINE I ON PLAN SHEET. )ON EXTG INLET I I EDITION.11.ALL BA FACILITIES SHALL MEF REQUIREMENTS OUTLINED IN AMERICANS WITH DISABILITY ACT, CURRENT 6' I STORMWATER NOTES: 1. DOWNSPOUT DOWNSPOUTS ARE PROPOSED TO BE CIOLLECTED NTOGUNDERGRIOUND PIPI THE BULDING GIT PROCESS. ALL NEW 2. AL PIPING IS PROPOSED TO MEF 2021 OREGON STATE PLUMBING CODE. 3. INFILTRATION TESTING WAS PERFORMED ON-SITE BY BRANCH ENGINEERING ON 3/27/23. TWO LOCATIONS WERE TESTED AND THE MEASURED INFILTRATION RATES WERE 25 IN/HR AND 40 IN/HR. BRANCH'S FULL REPORT CAN BE FOUND WITH HE STORMWATER REPORT. A MAXIMUM INFILTRATION RATE I THROUGH NATIVE SOIL OF 6 IN/HR WILL BE UTILIZED TO MEF THE 2014 EUGENE STORMWATER MANAGEMENT MANUAL. II 4. PROPOSED STORMWATER PLANTER WILL BE FULLY VEGETATED TO MEF CITY OF SPRINGFIELD REQUIREMENTS. SEE THE LANDSCAPE PLANS PREPARED BY DLA INC. INCLUDED WITH THIS SUBMITTAL. 5. EXISTING STORMWATER INFRASTRUCTURE IS PROPOSED TO REMAIN AS -CONSTRUCTED. THE EXISTING SWALE IS PROPOSED TO UNDERGO MINOR RE -SHAPING, RE -PLANTING, AND THE OUTLET CONTROL STRUCTURED REPLACED. 6. THE MAJORITY OF NEW IMPERVIOUS SURFACES ARE PROPOSED TO RECEIVE VEGETATIVE TREATMENT. SOME PORTIONS ARE PROPOSED TO DRAIN INTO EXISTING STORMWATER SYSTEM ON-SITE. SEE STORMWATER III REPORT FOR MORE INFORMATION. SITE REVIEW PLAN SET I -NOT FOR CONSTRUCTION V UD G EX CB F - EX TO 479.20' EX TO 479.32' IX TO 479.40' - •.. EX AC 478.70' EX CB EX AC 478.82' 1 EX AC - 478.60'- o coo mha'� ,Q bA cn , TO 479.98` � CONNECT -INTO � PRO OP SED' - . '. :.. _. .•; Fa - .. ..\ N „ a. : �' CURB INLET ..i. AC 479.46 - HP z � Z •.98' a � .'Q `. `. �.`.• L ` .'a� ¢ w 479.98 CONC 479.98' 479.98 O NU 9 iVOWO�C479-46' NC�TO 479.96' • I . PROPOSED► I til PROPOSED c a 479.98' � � 479.98' CONC CONC TO 479.96' L -------AC 479.46' -- - FFE=480.00 .. . I TO 479.95' 479.98'1 a \J I •� AC 479.46' \CONC .1 ^ I TO 479.96' n- 45 SR - 0 - \� _-_bc42116 ---- GRADING LEGEND PROPOSED FLOW DIRECTION - _ 5=0.40% PROPOSED SLOPE AC ASPHALT ELEVATION _T BW BACK OF WALK CONC CONCRETE ELEVATON IX TC EXISTING TOP OF CURB SD FE FINISH FLOOR ELEVATION VG VALLEY GUTTER ELEVATION T.O.B. TOP OF BANK T.O.W. TOP OF WALL SC&E- 11=20' HP HIGH POINT 20' 0 20' 40' 4" 1 II LEGEND RIDGE LINE �24"SD- - EXISTING STORM DRAINAGE SYSTEM G II UTIL EXISTING UTILITIES (I.E. N, PHONE, PROPOSED STORM DRAINAGE MANHOLE & GAS) ® PROPOSED CATCH BASIN OHE EXISTING OVER HEAD ELECTRIC © EXISTING CLEANOUT Q EXISTING TRANSFORMER ® PROPOSED CLEANOUT _ _�_ EXISTING POWER POLES ® PROPOSED AREA DRAIN 'TT EXISTING PARKING LIGHTING T ❑O EXISTING CURB INLET EXISTING CULVERT EXISTING STREET LIGHT 16"W- EXISTING WATER LINE d EXISTING N PEDESTAL ❑W EXISTING WATER METER © EXISTING TELEPHONE PEDESTAL ® EXISTING WATER VALVE �� ® EXISTING JBOX d EXISTING FIRE HYDRANT N EXISTING GB VALVE 8"WW - EXISTING WASTEWATER SYSTEM EXISTING STREET TREE PROPOSED WASTEWATER MANHOLE 0 N II �m PROPOSED STORMWATER LINE GENERAL NOTES: SHALL MEF CURRENT ADA / n STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE ARE MET. WALKWAYS2. ALL TRAFFIC AREAS. CONTRACTOR SHALL HRSHALL E SURFACE COORDINATE WI HOWNER ON PREFERREDN DETECTT BLE SURFACE. I� 3. ALL WALKWAYS AND SIDEWALKS EXISTING FROM A BUILDING DOOR SHALL DROP 1 "(0.02') FROM T I FINISHED FLOOR ELEVATION. 4. ALL SIDEWALK CROSS SLOPES TO BE MAX 1.5% (2% MAX SURFACE). 5. ALL WALKWAYS SHALL HAVE RUNNING SLOPES LESS THAN 5% OR INCLUDE LANDINGS AT EACH END. 6. ALL ADA RAMPS SHALL HAVE CROSS SLOPES LESS THAN 2% AND RUNNING SLOPES LESS THAN 8.33%. FO7. BUILDINGS R BUILDING CONSTRUCTION. SHOW N, FOR REFERENCE. CONTRACTOR SHALL USE APPROVED ARCHITECTURAL PLANS CB 7. ADA STRIPED WALKWAYS SHALL MEF BA STANDARD FOR REQUIRED SLOPES. 8. LOT AND FUTURE ROOF DRAINAGE IS TO BE DIRECTED TO PROPOSED STORM DRAINAGE SYSTEM. ST 9. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. ONE CAL #811 ABAN ION EXTG 10. CONTOURS SHOWN ON THIS SHEET ARE EXISTING. PROPOSED FINISHED GRADES ARE CALLED OUT ON SW LINE I ON PLAN SHEET. )ON EXTG INLET I I EDITION.11.ALL BA FACILITIES SHALL MEF REQUIREMENTS OUTLINED IN AMERICANS WITH DISABILITY ACT, CURRENT 6' I STORMWATER NOTES: 1. DOWNSPOUT DOWNSPOUTS ARE PROPOSED TO BE CIOLLECTED NTOGUNDERGRIOUND PIPI THE BULDING GIT PROCESS. ALL NEW 2. AL PIPING IS PROPOSED TO MEF 2021 OREGON STATE PLUMBING CODE. 3. INFILTRATION TESTING WAS PERFORMED ON-SITE BY BRANCH ENGINEERING ON 3/27/23. TWO LOCATIONS WERE TESTED AND THE MEASURED INFILTRATION RATES WERE 25 IN/HR AND 40 IN/HR. BRANCH'S FULL REPORT CAN BE FOUND WITH HE STORMWATER REPORT. A MAXIMUM INFILTRATION RATE I THROUGH NATIVE SOIL OF 6 IN/HR WILL BE UTILIZED TO MEF THE 2014 EUGENE STORMWATER MANAGEMENT MANUAL. II 4. PROPOSED STORMWATER PLANTER WILL BE FULLY VEGETATED TO MEF CITY OF SPRINGFIELD REQUIREMENTS. SEE THE LANDSCAPE PLANS PREPARED BY DLA INC. INCLUDED WITH THIS SUBMITTAL. 5. EXISTING STORMWATER INFRASTRUCTURE IS PROPOSED TO REMAIN AS -CONSTRUCTED. THE EXISTING SWALE IS PROPOSED TO UNDERGO MINOR RE -SHAPING, RE -PLANTING, AND THE OUTLET CONTROL STRUCTURED REPLACED. 6. THE MAJORITY OF NEW IMPERVIOUS SURFACES ARE PROPOSED TO RECEIVE VEGETATIVE TREATMENT. SOME PORTIONS ARE PROPOSED TO DRAIN INTO EXISTING STORMWATER SYSTEM ON-SITE. SEE STORMWATER III REPORT FOR MORE INFORMATION. SITE REVIEW PLAN SET I -NOT FOR CONSTRUCTION V UD G Q W F y z O coo mha'� ,Q bA cn W � dd Q M UD G Q W M UD F z O cn `Iv � a SHEET N „ M F z O a SHEET C-4.0 „ z � Z a ¢ ¢ w F z O SHEET C-4.0 4 OF 10 GENERAL NOTES: 1. ELECTRICAL AND COMMUNICATION DESIGNS WILL BE PREPARED BY ELECTRICIANS AT TIME OF BUILDING PERMIT. 2 . LOCATION OF UTILITIES ON SITE ARE APPROXIMATE CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION ONE CALL #811. 3. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERAL AND VERIFY IN COORDINATION WITH THE PROJECT ENGINEER, FLOW LINE ELEVATION PRIOR TO CONSTRUCTION. 4. ALL COMMERCIAL WATER SERVICES REQUIRE BACKFLOW PREVENTION DEVICES. 5. ALL PRIVATE PIPING TO MEET REQUIREMENTS OF OREGON STATE SPECIALTY CODE, CURRENT EDITION. 6. ALL NEW UTILITIES TO SERVE THE DEVELOPMENT ARE PROPOSED TO BE PLACED UNDERGROUND. 7. ALL PIPING WITH LESS THAN 2.5' OF COVER SHALL BE EITHER C900 OR SCHEDULE 80 PIPE TO WITHSTAND ADDITIONAL LOAD. 8. ALL PIPING WITHIN MINIMUM OFFSET FROM BUILDING SHALL BE WELDED JOINTS PER OREGON STATE PLUMBING CODE. JNECT TO EXISTING 8" WATER MAIN 1" WATER METERS PER DETAIL ON SHEET C-9.0 Y 1v H2O 145 BACKFLOW ASSEMBLIES/HOTBOXES PER DETAIL ON SHEET SHEET C-9.0 WATER NOTES: 1. FINAL WATER METER AND BACKFLOW SIZING AND LOCATION WILL BE DETERMINED IN COORDINATION WITH SUB WATER DURING THE BUILDING PERMIT PROCESS. 2. FINAL PIPE SIZING WILL BE PERFORMED DURING THE BUILDING PERMIT PROCESS. SANITARY NOTES: 1. FINAL PIPE SIZING WILL BE PERFORMED DURING THE BUILDING PERMIT PROCESS. 2. EXISTING PRIVATE STUBS ARE PROPOSED TO BE UTILIZED FOR SANITARY SERVICE TO NEW BUILDINGS. THESE EXISTING PRIVATE STUBS FLOW THROUGH PRIVATE ON-SITE PIPING TO EVENTUAL DISCHARGE INTO PUBLIC SANITARY SYSTEM. >�D�D�'pl�Dp >ppppppppp 1> > 477.28' 47 .: > D p D CONC CO >pDp 477.19' >ppp AD' Yi�d� a CONC C T_ CAR WASH TRASH ENCLOSURE GRADING DETAIL SCALE: 1"=10' SCALE: LEGEND SCACE 1'""=20" 20' 0 20' 40" Or-- PROPOSED WASTEWATER SYSTEM XTG MH#2 — - _ _ _ ONNECT TO EXISTING ONNECT TO EXISTING XIG MH#1 — _. _ _ _ 24"SD— EXISTING STORM DRAINAGE SYSTEM 12" WASTEWATER LINE - 12" WASTEWATER LINE —15"ST PROPOSED STORM DRAINAGE SYSTEM EXISTING CLEANOUT I ® PROPOSED CLEANOUT ® PROPOSED AREA DRAIN V------ /—CONNECT INTO ❑O EXISTING CURB INLET EXISTING SUB TRANSFORMER EXISTING STREET LIGHT M - [T] EXISTING EXISTING N PEDESTAL ENCLOU�EXISTING EXISTING TELEPHONE P EDESTAL SANITARY LINE CONNECT INTO.EXISTING SR SANITARY UNE _ _ _ ; I I ® EXISTING JBOX 1EMOVE PIPE PROPOSED N EXISTING GAS VALVE REMOVE PIPE f r SECONDARY I EXISTING STREET TREE 1 H2O 7 '—R LF •1 CONDUITS ��ll D� DD" Dpo t DDD DDD PP G MH#2 N' BUILDING #2 x �o cn � �• T ..�.; . d PROPOSED FRANCHISE UTILITY METER LOCATION l Y '' ONNECT INTO HYDRANT EXTG SS LINE 4 ,a II MAIN O ST Q W R E ET •i UD o w y v �> z a�o Q coo m"ai,a '� O a U _U IL i EXISTING UTILITIES (I.E. N, PHONE, dd Q & GAS) a N UTIL PROPOSED UTILITIES (I.E. N, PHONE, SHEET C-5.0 , ELE & GAS) OHE — — EXISTING OVER HEAD ELECTRIC z ® EXISTING TRANSFORMER — ) - 0 EXISTING POWER POLES � `� EXISTING PARKING LIGHTING ¢ ¢ EXISTING CULVERT w pDDDDDDDDDDDDDDD♦" DpDp Dp Dp DDDDDDD • "a." 16'W— EXISTING WATER LINE — DDDDDDDDDD DDDDp Dp DpD DDDDDDDDDD —6"W PROPOSED WATER LINE DDDDDDDDDD • pDp a DDDp DpD ® EXISTING WATER METER PROPOSED METER BANK CONNECT . ° - r ® EXISTING WATER VALVE PROPOSE TRASH ENCLOSURE EXISTING FIRE HYDRANT YARD HYDRANT ." O-8°WW EXISTING WASTEWATER SYSTEM Or-- PROPOSED WASTEWATER SYSTEM XTG MH#2 — - _ _ _ ONNECT TO EXISTING ONNECT TO EXISTING XIG MH#1 — _. _ _ _ 24"SD— EXISTING STORM DRAINAGE SYSTEM 12" WASTEWATER LINE - 12" WASTEWATER LINE —15"ST PROPOSED STORM DRAINAGE SYSTEM EXISTING CLEANOUT I ® PROPOSED CLEANOUT ® PROPOSED AREA DRAIN V------ /—CONNECT INTO ❑O EXISTING CURB INLET EXISTING SUB TRANSFORMER EXISTING STREET LIGHT M - [T] EXISTING EXISTING N PEDESTAL ENCLOU�EXISTING EXISTING TELEPHONE P EDESTAL SANITARY LINE CONNECT INTO.EXISTING SR SANITARY UNE _ _ _ ; I I ® EXISTING JBOX 1EMOVE PIPE PROPOSED N EXISTING GAS VALVE REMOVE PIPE f r SECONDARY I EXISTING STREET TREE 1 H2O 7 '—R LF •1 CONDUITS ��ll D� DD" Dpo t DDD DDD PP G MH#2 N' BUILDING #2 x �o cn � �• T ..�.; . d PROPOSED FRANCHISE UTILITY METER LOCATION l Y '' ONNECT INTO HYDRANT EXTG SS LINE 4 ,a II I RO XTG MH#5 GI I PROPOSED I UTILITY METEI t SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION V O Q W N •i UD o w y v �> z a�o Q coo m"ai,a '� O a U W i dd Q fit a N SHEET C-5.0 , I RO XTG MH#5 GI I PROPOSED I UTILITY METEI t SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION V O Q W N O UD o w y v �> z a�o Q coo m"ai,a '� O l U W i dd Q fit O Q W O N O UD o w c c N O l U i fit a N SHEET C-5.0 , F. [ri o c c N O i fit a SHEET C-5.0 , z � z ¢ ¢ a w F. [ri O i fit SHEET C-5.0 5 OF 10 T140 Pallfl0mIon • LL-+-� - •. -� • y�� r - fleCKFLOW ASSEMBLIES�H ITBOXFS •� -PER DETAIL ON SHEET SHEET C-9.0 (2)- .'.PROPOSED FRANCHISE " . . UTILITY METER LOCATION All ROPOSED SUB • TRANSFORMER CAR WASH —1" H2O 47 -LF 'RASH SURE I I C I NI GF IF - )POSED ;ECONDARI CONDUITS - ss SANITARY STUB I N AREA D AND CLEANOUT I SS 6" WW 56 LF O O O WATER METERS PER DETAIL ON SHEET C-9.0 ONNECT TO EXISTING 16" WATER MAIN .. ROPOSED B I� TRANSFORMER t11 E PROPOSED FRANCHISE UTILITY METER LOCATION 1 COFFEE KIOSK 1° H20 1) 19LF 13 V EXISTING UTILITIES (I.E. N, PHONE, &--8"WW PROPOSED WASTEWATER SYSTEM G & GAS) F W N N @-24"SD— — EXISTING STORM DRAINAGE SYSTEM 7 4. PROPOSED UTILITIES (I.E. N, PHONE, �15"ST PROPOSED STORM DRAINAGE SYSTEM trite ELE &GAS) coo mha'� a — — EXISTING OVER HEAD ELECTRIC © EXISTING CLEANOUT ® EXISTING TRANSFORMER 0 o WI� 4. E - O ---M- EXISTING POWER POLES ® PROPOSED AREA DRAIN Q EXISTING PARKING LIGHTING 0 EXISTING CURB INLET EXISTING CULVERT i. EXISTING STREET LIGHT 16"W— :1 2 EXISTING WATER LINE 0 EXISTING N PEDESTAL PROPOSED WATER LINE © EXISTING TELEPHONE PEDESTAL —6"W ® EXISTING WATER METER ® ... :. :.^..., 4:1"_[120-1-74 LF ,' A .A': H a Z ® EXISTING WATER VALVE 0 EXISTING STREET TREE • 'Ai 17-7 EXISTING FIRE HYDRANT .....JJJJ (D-8"WW EXISTING WASTEWATER SYSTEM L.. \7 A 'RASH SURE I I C I NI GF IF - )POSED ;ECONDARI CONDUITS - ss SANITARY STUB I N AREA D AND CLEANOUT I SS 6" WW 56 LF O O O WATER METERS PER DETAIL ON SHEET C-9.0 ONNECT TO EXISTING 16" WATER MAIN .. ROPOSED B I� TRANSFORMER t11 E PROPOSED FRANCHISE UTILITY METER LOCATION 1 COFFEE KIOSK 1° H20 1) 19LF 13 //E REMOVE EXISTING PIPING UNDER PROPOSED BUILDING f BUILDING #4 it NIVIMM UTIL . RA(`KR OW A4SFMRI IF�TROXFSIF�TR0XF5 • PER DETAIL ON SHEET SHEET C-9.0 MIMI IN BUILDING #5 kal MEN MEN \\\\\ c GN�Y I I I I I I WATER METERS PER UL ON SHEET C-9.0 1II ONNECT T0. EXISTING 16" WATER MAIN II I' W N z 1n 1 I 20' SCAE- 1'=20' 0 20' 40' UTIL V EXISTING UTILITIES (I.E. N, PHONE, &--8"WW PROPOSED WASTEWATER SYSTEM G & GAS) F W N N @-24"SD— — EXISTING STORM DRAINAGE SYSTEM 7 4. PROPOSED UTILITIES (I.E. N, PHONE, �15"ST PROPOSED STORM DRAINAGE SYSTEM trite ELE &GAS) coo mha'� a — — EXISTING OVER HEAD ELECTRIC © EXISTING CLEANOUT ® EXISTING TRANSFORMER 0 o WI� 4. E - O ---M- EXISTING POWER POLES ® PROPOSED AREA DRAIN Q EXISTING PARKING LIGHTING 0 EXISTING CURB INLET EXISTING CULVERT i. EXISTING STREET LIGHT 16"W— , EXISTING WATER LINE 0 EXISTING N PEDESTAL PROPOSED WATER LINE © EXISTING TELEPHONE PEDESTAL —6"W ® EXISTING WATER METER ® EXISTING JBOX ® PROPOSED METER BANK H a Z ® EXISTING WATER VALVE 0 EXISTING STREET TREE • 'Ai 17-7 EXISTING FIRE HYDRANT .....JJJJ (D-8"WW EXISTING WASTEWATER SYSTEM //E REMOVE EXISTING PIPING UNDER PROPOSED BUILDING f BUILDING #4 it NIVIMM UTIL . RA(`KR OW A4SFMRI IF�TROXFSIF�TR0XF5 • PER DETAIL ON SHEET SHEET C-9.0 MIMI IN BUILDING #5 kal MEN MEN \\\\\ c GN�Y I I I I I I WATER METERS PER UL ON SHEET C-9.0 1II ONNECT T0. EXISTING 16" WATER MAIN II I' W N z 1n 1 I 20' SCAE- 1'=20' 0 20' 40' UTIL V EXISTING UTILITIES (I.E. N, PHONE, &--8"WW PROPOSED WASTEWATER SYSTEM G & GAS) F W N N @-24"SD— — EXISTING STORM DRAINAGE SYSTEM 7 •� PROPOSED UTILITIES (I.E. N, PHONE, �15"ST PROPOSED STORM DRAINAGE SYSTEM trite ELE &GAS) coo mha'� a — — EXISTING OVER HEAD ELECTRIC © EXISTING CLEANOUT ® EXISTING TRANSFORMER 0 o WI� 4. E - O ---M- EXISTING POWER POLES ® PROPOSED AREA DRAIN Q EXISTING PARKING LIGHTING 0 EXISTING CURB INLET EXISTING CULVERT )—O �'Y` EXISTING STREET LIGHT 16"W— , EXISTING WATER LINE 0 EXISTING N PEDESTAL PROPOSED WATER LINE © EXISTING TELEPHONE PEDESTAL —6"W ® EXISTING WATER METER ® EXISTING JBOX ® PROPOSED METER BANK H a Z ® EXISTING WATER VALVE 0 EXISTING STREET TREE • 'Ai 17-7 EXISTING FIRE HYDRANT .....JJJJ (D-8"WW EXISTING WASTEWATER SYSTEM L.. A 3 �r '.Itl -�-�-�.'64 ` •.D DDDDDDDDDDDDD •♦ 125 LF SS- DDp Dp DPDp Dp Dp DeD •�: �-SS + . epop>popopnpopep . Y ° - — —`EXISTINGN— — — — — — — — — — CT TO — — — — — — — — — — SANITARY STUBS f CONNECT T NG �— SANITARY STUBS r ONNECT TO EXISTING 4" SANITARY STUBS —_ __ ` ROPOSED SUB PRIMARY — PROPOSED. PROPOSED - CONDUITS EXTENTION .• SECONDARY ,. SECONDARY. a' " CONDUITS � ROPOSED 8Uf3 _ _CONDUITS . . . . . • UTi.. `... ` . ° �,. ` A �p �. � . TRANSFORMER .'1 r•. A .II . //E REMOVE EXISTING PIPING UNDER PROPOSED BUILDING f BUILDING #4 it NIVIMM UTIL . RA(`KR OW A4SFMRI IF�TROXFSIF�TR0XF5 • PER DETAIL ON SHEET SHEET C-9.0 MIMI IN BUILDING #5 kal MEN MEN \\\\\ c GN�Y I I I I I I WATER METERS PER UL ON SHEET C-9.0 1II ONNECT T0. EXISTING 16" WATER MAIN II I' W N z 1n 1 I 20' SCAE- 1'=20' 0 20' 40' UTIL V EXISTING UTILITIES (I.E. N, PHONE, &--8"WW PROPOSED WASTEWATER SYSTEM G & GAS) F W @-24"SD— — EXISTING STORM DRAINAGE SYSTEM UIIL •� PROPOSED UTILITIES (I.E. N, PHONE, �15"ST PROPOSED STORM DRAINAGE SYSTEM trite ELE &GAS) coo mha'� OHE — — EXISTING OVER HEAD ELECTRIC © EXISTING CLEANOUT ® EXISTING TRANSFORMER 0 PROPOSED CLEANOUT - O ---M- EXISTING POWER POLES ® PROPOSED AREA DRAIN Q EXISTING PARKING LIGHTING 0 EXISTING CURB INLET EXISTING CULVERT )—O �'Y` EXISTING STREET LIGHT 16"W— , EXISTING WATER LINE 0 EXISTING N PEDESTAL PROPOSED WATER LINE © EXISTING TELEPHONE PEDESTAL —6"W ® EXISTING WATER METER ® EXISTING JBOX ® PROPOSED METER BANK H EXISTING GAS VALVE Z ® EXISTING WATER VALVE 0 EXISTING STREET TREE EXISTING FIRE HYDRANT .....JJJJ (D-8"WW EXISTING WASTEWATER SYSTEM GENERAL NOTES: 1. ELECTRICAL AND COMMUNICATION DESIGNS WILL BE PREPARED BY ELECTRICIANS AT TIME OF BUILDING PERMIT. 2 . LOCATION OF UTILITIES ON SITE ARE APPROXIMATE CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION ONE CALL #811. 3. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERAL AND VERIFY IN COORDINATION WITH THE PROJECT ENGINEER, FLOW UNE ELEVATION PRIOR TO CONSTRUCTION. 4. ALL COMMERCIAL WATER SERVICES REQUIRE BACKFLOW PREVENTION DEVICES. 5. ALL PRIVATE PIPING TO MEET REQUIREMENTS OF OREGON STATE SPECIALTY CODE, CURRENT EDITION. 6. ALL NEW UTILITIES TO SERVE THE DEVELOPMENT ARE PROPOSED TO BE PLACED UNDERGROUND. 7. ALL PIPING WITH LESS THAN 2.5' OF COVER SHALL BE EITHER C900 OR SCHEDULE 80 PIPE TO WITHSTAND ADDITIONAL LOAD. 8. ALL PIPING WITHIN MINIMUM OFFSET FROM BUILDING SHALL BE WELDED JOINTS PER OREGON STATE PLUMBING CODE. �J;Y4:1���[F➢Y� 1. FINAL WATER METER AND BACKFLOW SIZING AND LOCATION WILL BE DETERMINED IN COORDINATION WITH SUB WATER DURING THE BUILDING PERMIT PROCESS. 2. FINAL PIPE SIZING WILL BE PERFORMED DURING THE BUILDING PERMIT PROCESS. M:l�IYrd;fmm to➢Y 1. FINAL PIPE SIZING WILL BE PERFORMED DURING THE BUILDING PERMIT PROCESS. 2. EXISTING PRIVATE STUBS ARE PROPOSED TO BE UTILIZED FOR SANITARY SERVICE TO NEW BUILDINGS. THESE EXISTING PRIVATE STUBS FLOW THROUGH PRIVATE ON—SITE PIPING TO EVENTUAL DISCHARGE INTO PUBLIC SANITARY SYSTEM. W W .4 W W W W vV W 4 W W W W W i W W W W W W W W W W W W W W W W L W BLDG #4&5 TRASH ENCLOSURE GRADING DETAIL SCALE: 1"=10' SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION h V Fti i_ ��' piss Gi SLI G Q W F W � •� Fo^ `. trite vMi coo mha'� ,Q o h i� W dd Q h Fti i_ ��' piss Gi SLI G Q W h UD d F W � vMi z 0 o o h i� W a h F � vMi z 0 o o h W a SHEET C-6.0 , z � Z F z 0 W SHEET C-6.0 6 OF 10 LEGEND ® PROPOSED LIGHT PAVEMENT SECTION: 3" AC OVER 12" C.R. AS PER DETAIL. REFER TO SHEET C-8.0. PROPOSED HEAVY PAVEMENT SECTION: 4„ AC OVER 12" C.R. AS PER DETAIL. REFER TO SHEET C-8.0 O PROPOSED CONCRETE PAVEMENT AREA HEAVY SECTION 8" 3000 PSI PCC OVER 10" C.R. AS PER DETAIL. REFER TO SHEET C-8.0. (ONLY ADA PAVED SPACES) SITE DATA: PROPOSED LIGHT PAVEMENT SECTION AREA TOTAL: PROPOSED HEAVY PAVEMENT SECTION AREA TOTAL: PROPOSED CONCRETE PAVEMENT SECTION AREA TOTAL: (ADA SPACES ONLY) 13,718 SF 39,593 SF 1,218 SF MAIN STREET .a FI-❑ .:1 - �1 ® .. CAR WASH LOW PROFI E a.j;... WHEEL STOP'. MOUNTABLE TYP. 7 LOW ( ) :.::.... CURB COFFEE 1,908 SF - .' PROFILEf�,'.,:;...:-..,..... KIOSK MOUNTABL 1 328 SF si�� ;, �.._ a.� .� � .�.�-_:�.� .�.� IRB :�-[ B^. 4 ���' �• 1 127 SF z: 19,545 SF LOW Q •Q 302 SF ADA SPACE W AISLE PER o' PROFILE, DETAIL ON SHEET C-5.0. 429 SF 806 SF �' 1 590 SF UNTABLE r 1.135 SF �/ z:,LOW �r 4CER ADA SPACE W1AIS PRORIF T- cr -. ,i//A'. BLDG #2 zo 'MOUN CURB J Li Z z t (TYP. 14) LU'J' MOUNTABL � � �:- CURB �`- .....7 ............. . »a® .............: do ' . .486 SF (TYP. 2) BLDG #4 C-5.0. 1,91' 1,964 SF 303V SfF 7.979 SF "-' Ali W c r PER sw. 1 =30' 30' 0 30' 60' GENERAL NOTES 1. ALL ADA PARKING SPACES, ACCESS, AISLES, WALKWAYS AND RAMPS SHALL MEET CURRENT ADA STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE ARE MET. 2. ALL WALKWAYS SHALL HAVE ADA APPROVED DETECTABLE SURFACE MARKING PRIOR TO ENTERING TRAFFIC AREAS. CONTRACTOR SHALL COORDINATE WITH OWNER ON PREFERRED DETECTABLE SURFACE. 3. ALL WALKWAYS AND SIDEWALKS EXISTING FROM A BUILDING DOOR SHALL DROP j "(0.02') FROM FINISHED FLOOR ELEVATION. 4. ALL SIDEWALK CROSS SLOPES TO BE MAX 1.5% (2% MAX FINISH SURFACE). 5. ALL WALKWAYS SHALL HAVE RUNNING SLOPES LESS THAN 5% OR INCLUDE LANDINGS AT EACH END. 6. ALL ADA RAMPS SHALL HAVE CROSS SLOPES LESS THAN 2% AND RUNNING SLOPES LESS THAN 8.33%. 7. BUILDINGS ARE SHOWN FOR REFERENCE. CONTRACTOR SHALL USE APPROVED ARCHITECTURAL PLANS FOR BUILDING CONSTRUCTION. 8. ADA STRIPED WALKWAYS SHALL MEET ADA STANDARD FOR REQUIRED SLOPES. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION V Sl G Q W HQ - F W y 659 SF r Z I o BLDG #5 •y mha'� .Q bA � z I o _WHEEL STOP ¢ M �p (TYP. 7) I m I m - Q sw. 1 =30' 30' 0 30' 60' GENERAL NOTES 1. ALL ADA PARKING SPACES, ACCESS, AISLES, WALKWAYS AND RAMPS SHALL MEET CURRENT ADA STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE ARE MET. 2. ALL WALKWAYS SHALL HAVE ADA APPROVED DETECTABLE SURFACE MARKING PRIOR TO ENTERING TRAFFIC AREAS. CONTRACTOR SHALL COORDINATE WITH OWNER ON PREFERRED DETECTABLE SURFACE. 3. ALL WALKWAYS AND SIDEWALKS EXISTING FROM A BUILDING DOOR SHALL DROP j "(0.02') FROM FINISHED FLOOR ELEVATION. 4. ALL SIDEWALK CROSS SLOPES TO BE MAX 1.5% (2% MAX FINISH SURFACE). 5. ALL WALKWAYS SHALL HAVE RUNNING SLOPES LESS THAN 5% OR INCLUDE LANDINGS AT EACH END. 6. ALL ADA RAMPS SHALL HAVE CROSS SLOPES LESS THAN 2% AND RUNNING SLOPES LESS THAN 8.33%. 7. BUILDINGS ARE SHOWN FOR REFERENCE. CONTRACTOR SHALL USE APPROVED ARCHITECTURAL PLANS FOR BUILDING CONSTRUCTION. 8. ADA STRIPED WALKWAYS SHALL MEET ADA STANDARD FOR REQUIRED SLOPES. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION V Sl G Q W HQ - F y v > z aH a coo mha'� .Q bA � z m � o a a ¢ M W ¢ o w o O dd Q M Sl G Q W M HQ - F a „ z di O � z m � o a a ¢ M ¢ o w o z HQ - F di O r� a SHEET C-7.0 7 OF 10 LIGHT PAVEMENT SECTION DETAIL NTS LEVEL 2 HMAC 1/2" GREGATE. " MIN. COMPACTED 3/4"-0 '.USHED ROCK. RAR 50OX (OR EQUIVALENT) REQUIRED BY GEOTECH IB -GRADE TO BE IMPACTED 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 AND PROOF ROLLED WITH LOAD DUMP TRUCK UNTIL THERE IS NO PUMPING OR SIGNIFICANT DEFLECTION OF ROCK. CONTRACTOR SHALL CALL ENGINEER TO WITNESS PROOF ROLL. SOFT SPOTS WILL BE REQUIRED TO BE REPLACED UNTIL SUCCESSFUL COMPLETION. 2. CONTRACTOR SHALL CALL GEOTECH TO WITNESS PROOF ROLL AND FOLLOW ANY DIRECTION/RECOMMENDATIONS FOR OVER -EXCAVATION FROM THE GEOTECH. 3. ASPHALT TO BE COMPACTED 90% OF RICE DENSITY. 4. ANY FILL UNDERNEATH STRUCTURAL OR PAVEMENT AREAS SHALL BE APPROVED BY THE GEOTECH AND COMPACTED TO THE GEOTECHNICAL ENGINEERING REQUIREMENTS. 5. STRIPPING OR EXISTING SOILS UNDERNEATH STRUCTURAL OR PAVEMENT AREAS SHALL BE PER THE GEOTECHNICAL ENGINEERING REQUIREMENTS. 3.5" SURFACE AS PER IN, NOTE: WHEEL STOP IS TO BE 6" IN WIDTH WHEEL STOP DETAIL N.T.S. HEAVY PAVEMENT SECTION DETAIL NTS 4" LEVEL 2 HMAC 1/2" AGGREGATE. 12" COMPACTED 3/1 CRUSHED ROCK. MIRAR 50OX (OR EQUIVALENT) IF REQUIRED BY GEOTECH 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-99 PROCTOR AND PROOF ROLLED WITH LOAD DUMP TRUCK UNTIL THERE IS NO PUMPING OR SIGNIFICANT DEFLECTION OF ROCK. CONTRACTOR SHALL CALL ENGINEER TO WITNESS PROOF ROLL. SOFT SPOTS WILL BE REQUIRED TO BE REPLACED UNTIL SUCCESSFUL COMPLETION. 2. CONTRACTOR SHALL CALL GEOTECH TO WITNESS PROOF ROLL AND FOLLOW ANY DIRECTION/ RECOMMENDATIONS FOR OVER -EXCAVATION FROM THE GEOTECH. 3. ASPHALT TO BE COMPACTED TO 90% OF RICE DENSITY. 4. ANY RLL UNDERNEATH STRUCTURAL OR PAVEMENT AREAS SHALL BE APPROVED BY THE GEOTECH AND COMPACTED TO THE GEOTECHNICAL ENGINEERING REQUIREMENTS. 5. STRIPPING OR EXISTING SOILS UNDERNEATH STRUCTURAL OR PAVEMENT AREAS SHALL BE PER THE GEOTECHNICAL ENGINEERING REQUIREMENTS. EXTRUDED CONCRETE WHEEL STOP CLASS 3000 - 1/2" CONCRETE, AC PAVING SHALL BE CLEAN AND FREE FROM FOREIGN MATERIAL BEFORE APPLYING EPDXY. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION GROUND LEVEL L l'4 6' F-5•�din 6' I' L �T„ l a 6" Normal curb T- 6' 6' ye" rad. o' rad. see" rad. 6 '4" (Max) /--Top f curb T- 3" rad gzph, cant pvme (RCPT To b tl upon ext f b e ITL �• AS PER PUWS. F n sh grade - (Slopevar l Grade of roadway4 Finish de (Slope var) $1oP var 11 4 {Pa - - r h Face Of b BELL BEYOND CONCRETE STRAIGHT ARROW (whltel mE m • - RIGHT TURN ARROW fwhi[el - RIGHT TllRN STRAIGHT ARROW (whi[el DETAIL Bather 6:1 Ratter 6:1 Fararroxgoportlon axulls,see mnent venlon ol5onaaea lgghway5lgns Forarmxpmponlon attallymcmren[cenbn NsvntlaN Mlpnwy5lgnz fa, vrvw pmpo.apn @calls, uev,rem cerJonafSOMVQHIghwry oohs • Pf mede p on ruder ` RAGA �6�� R$IA � ` e E -U �89� joint fller (F Ild ptF) - IL 12 � 6'L 1 E O.D.O.T. &City of Portland Standard "H"-16" 1.5• 4.5' Borden of c � 13'9' 11' o s STANDARD CURB MOUNTABLE CURB r O see general note I) see I ¢neral note I I 9 9 ) CURB ENDING DETAIL O Var 24 or 30" "n an24 or 30' van. 8 tl s'r tl 0 at rb amp RIGHT TURN LEFT TURN ARROW fwhlte) RIGHT TURN STRAIGHT LEFT TURN ARROW (whltel spec byplans 6.J 11%' specify n plans 6•�{ I� Finish grade 1951ope r (Slope van.) a"papdmon aewla aae arte,nw,ne�mnanm,a xlgnwryslq": foEal e" ad a'rad 3'rad GUTTER PAN NOTES y Slope J_ a utter a notes c rp,aaaw mamm� aet;ls se rein vers en of slanaa:n Hi hwa Rns T Batter 6l ¢•red. II Yn rad Finish grade (Slope var.) Ratter 6l Finish grade Slope 5.0%normal 3 tl (Slope Batter i= 61 E ,[ o es Slop a es see 9u[t rpannones ------ rr var.) 51 p 'vol Slope 4.0% mass. at curb notes ramps. Irk m Z o o 0 a L } L Ratter 6:1 -1 e 9 tt r Pan q Vary slope as regtl for drainage. r 6aher fi'.1 1E Vary shown on plans and allowed owed by bylur sd ct on -� 12 - I m. L cif or specify In plans aq" CURB AND GUTTER MOUNTABLE CURB AND GUTTER LOW PROFILE MOUNTABLE CURB AND GUTTER (Where shown on plans) b, Or ELONGATED RIGHT TURN STRAIGHT ARROW ELONGATED RIGHT RN LEFT TURN ELONGATED RIGHT TURN STRAIGHT LEFT TARN <" rad Future sidewalk "rad. thkn. (4"min.) curb and utterFinish g 3" PVC curb, or (Type var.) (Where pregVJ curb and gutter (Slope garde Finish grade #4#+12"enters (Slope 1:9sp __-___ _ __ Finish grade I pe 9 v (Slope var.) •.. (TYPe var.) a'rad. Vrad. 5.0% S.0% Fin' 6" lan ace etl surface) surface mifieds white forarrawprupoN¢n @pk se no!$pndard HignwaYSlgm w Ite {anmmvpmponipnaM ls.xem�remye onaf50ndaN HighNay Sgns __ ___ T - Tr da. •I weep hole a {wartw wogon tle,a is see Peo rrem OpOi TreR Lne Manual R" norm e as shown On plans Form shelf into curb when _..� _ 1' > - f(, Finish grade �: IP ClSlppe var) f✓ F ar -q. T A-; - _ L � �T� F, {-0.5. t T- or as directed curb and sidewalk will not _ 5% \\`` "- = I �F I I be poured at the same time •�'i y _ -� 1�2"(TYPO ten ers I]' m" FISH-HOOK RIGHT N0.N LEFT TURN ARROW 12 �Var 20' t l9'9' FISH-HOOK RIGHT TURN STRAIGHT LEFT 0" for Truck Apron 2'�{ e e white TURN ARROW (wMitel LOW PROFILE MODIFICATION FOR KEYWAY VALLEY GUTTER ¢nbaeewle,:none cwanm9m mfm ore ran"N rwartwa,"rtmw, ee,anv:<emeenn.nmpm name we Manual WEEP HOLE DETAIL MOUNTABLE CURB (where shown on plans) /I M _ - (See general note I q 1 Mhe shown on plans, and allowed loYJunin ation ) 1 The selection profuse of this al maleaals shall be In aum.da"re Wtn Ne mrtene0.¢gon Standard Spedllemlens. OREGON STANDARD DRAWINGS nllmatenale shall be in accordance with $1 T GENERAL NOTES FOR ALL DETAILS ON THIS SHEET: S. Tops of all curbs shall slope toward the roadway at 1.5% max. (Max. 2.0%f misted PAVEMENT MARRING The this he the mnent Oregon Standard specifications. �j I,p� L Curb exposure"E"=fi"tog", as measured vertically from towline to highestpoin[on surface sloe unless otherwise shown oras directed. Pi• selection and use of STANDARD DRAWINGS z4' WRONG -WAY ARROW fwhlte) curb. Vary as shown on plans or as directed. O.D.O.T standard "E'=J". 2021 prvmon prxwmpx Standard Drawing, while F"ra,row n•"poml"n aelnlln, eu rnrrem Fora,mw nr"ppmon aealls, •der ,,,m�zp' 6. Dimensions are nominal vary to conform with curb machine approved b the engineer. ' r1' pp y g - is -- designed in accordance with CURBS aalo"o€scanmm xl nwa sl"n 2. Const. curb expansion Dints at 200' maximums spacing, and at pints of cane and at p nsionj P 9. P 9 ^cY. ends Of each driveways. 7. Dimensions adjacent to radii are measured to the point Of intersection of curb surtaces. General x"re: generally accepted engineering oven m,,..,. emm.am.:wux..wo.omuu.n 3. Cons[. curb contraction joints aI15' maximum spacing, and at ends Of each inlet and curb ramp. S. For sidewalk details, and monolithic curb &sidewalk, see Std. DeviRD]z0 & RD721. professiona/Fiagiheer. principles and practices is the 2021 lin,i_ moazoxz _ TM501 z Arrw aha leitaralmen:Ions emla:al, eauWing NNlA. sole responsibility of the user 4. Transitions shall be used to connect curbs of different exposures "E' 9. For drainage curbs, see Std. own. RDJOI. andshou/d not be used without of those having a slope of 1:1 dimensionof those curb surfaces have CT'Ie tM1e total f 1:1 or desirable transition length shall be 20• l0. For curb ramp details, see Std. Two, RD900 series. first consulting a R istered for each I" difference in "E". Engineer. stateprofessional 11. On or along gutter highways, curb and guer is required at curb ramp. x/a_ on°�_ xamlrzgzP_ RD700 eoolirvo. _ _ _ _ _ Effective Date: June 1, 2023 - November 30, 2023 LIGHT PAVEMENT SECTION DETAIL NTS LEVEL 2 HMAC 1/2" GREGATE. " MIN. COMPACTED 3/4"-0 '.USHED ROCK. RAR 50OX (OR EQUIVALENT) REQUIRED BY GEOTECH IB -GRADE TO BE IMPACTED 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 AND PROOF ROLLED WITH LOAD DUMP TRUCK UNTIL THERE IS NO PUMPING OR SIGNIFICANT DEFLECTION OF ROCK. CONTRACTOR SHALL CALL ENGINEER TO WITNESS PROOF ROLL. SOFT SPOTS WILL BE REQUIRED TO BE REPLACED UNTIL SUCCESSFUL COMPLETION. 2. CONTRACTOR SHALL CALL GEOTECH TO WITNESS PROOF ROLL AND FOLLOW ANY DIRECTION/RECOMMENDATIONS FOR OVER -EXCAVATION FROM THE GEOTECH. 3. ASPHALT TO BE COMPACTED 90% OF RICE DENSITY. 4. ANY FILL UNDERNEATH STRUCTURAL OR PAVEMENT AREAS SHALL BE APPROVED BY THE GEOTECH AND COMPACTED TO THE GEOTECHNICAL ENGINEERING REQUIREMENTS. 5. STRIPPING OR EXISTING SOILS UNDERNEATH STRUCTURAL OR PAVEMENT AREAS SHALL BE PER THE GEOTECHNICAL ENGINEERING REQUIREMENTS. 3.5" SURFACE AS PER IN, NOTE: WHEEL STOP IS TO BE 6" IN WIDTH WHEEL STOP DETAIL N.T.S. HEAVY PAVEMENT SECTION DETAIL NTS 4" LEVEL 2 HMAC 1/2" AGGREGATE. 12" COMPACTED 3/1 CRUSHED ROCK. MIRAR 50OX (OR EQUIVALENT) IF REQUIRED BY GEOTECH 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-99 PROCTOR AND PROOF ROLLED WITH LOAD DUMP TRUCK UNTIL THERE IS NO PUMPING OR SIGNIFICANT DEFLECTION OF ROCK. CONTRACTOR SHALL CALL ENGINEER TO WITNESS PROOF ROLL. SOFT SPOTS WILL BE REQUIRED TO BE REPLACED UNTIL SUCCESSFUL COMPLETION. 2. CONTRACTOR SHALL CALL GEOTECH TO WITNESS PROOF ROLL AND FOLLOW ANY DIRECTION/ RECOMMENDATIONS FOR OVER -EXCAVATION FROM THE GEOTECH. 3. ASPHALT TO BE COMPACTED TO 90% OF RICE DENSITY. 4. ANY RLL UNDERNEATH STRUCTURAL OR PAVEMENT AREAS SHALL BE APPROVED BY THE GEOTECH AND COMPACTED TO THE GEOTECHNICAL ENGINEERING REQUIREMENTS. 5. STRIPPING OR EXISTING SOILS UNDERNEATH STRUCTURAL OR PAVEMENT AREAS SHALL BE PER THE GEOTECHNICAL ENGINEERING REQUIREMENTS. EXTRUDED CONCRETE WHEEL STOP CLASS 3000 - 1/2" CONCRETE, AC PAVING SHALL BE CLEAN AND FREE FROM FOREIGN MATERIAL BEFORE APPLYING EPDXY. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION Oco LL_7r 6 Effective Date: June 1, 2023 - November 30, 2023 STANDARD STEEL FRAME & COVER GROUND LEVEL L l'4 6' F-5•�din 6' I' L �T„ l a SO THAT A MINIMUM COVER OF� T- �� 6 L �12 T- • PIPE TYPE AND SIZE ITL �• AS PER PUWS. 9"- EXTRA LENGTH TO EXTEND 3''•'.':.=:' ..:FAN:•.:;-.... BELL BEYOND CONCRETE STRAIGHT ARROW (whltel I LEFT TURN ARROW fwhitel RIGHT TURN ARROW fwhi[el LEFT TURN STRAIGHT ARROW Iwhitel RIGHT TllRN STRAIGHT ARROW (whi[el DETAIL fan u,ow prppanbn aealn, ue mr,emeerslm of SnNaN XgMvrySlgnc io,anow peoponbn aevlls; uemrrea erslon o(AaMera XlgMay Signs Fararroxgoportlon axulls,see mnent venlon ol5onaaea lgghway5lgns Forarmxpmponlon attallymcmren[cenbn NsvntlaN Mlpnwy5lgnz fa, vrvw pmpo.apn @calls, uev,rem cerJonafSOMVQHIghwry oohs RAGA �6�� R$IA � F-sn E -U �89� E-flP 12 � 6'L 1 E T_ I I � 13'9' 11' 1'fi T- � � r O 12 Q RIGHT TURN LEFT TURN ARROW fwhlte) RIGHT TURN STRAIGHT LEFT TURN ARROW (whltel ELONGATED STRAIGHT ARROW (Whit.) ELONGATEp LEFT TURN ARROW (White F10NGATEP RIGHT TURN ARROW fwhlte) a"papdmon aewla aae arte,nw,ne�mnanm,a xlgnwryslq": foEal faranoxprolronm"aenlR :Rea pnw eb. olm�aa�a xlgm.,yslq�a fpramwm nlan aelals ue ahem •e�ian ¢f xa�awan hwa x�e fa�a.mw mqn pn aet;h xe wnemeerslw afxanaarn n'Iryes ne rp,aaaw mamm� aet;ls se rein vers en of slanaa:n Hi hwa Rns t--89'� 6L T- L'L E RSLA �69""� 6� -� 6 FIA �t � r L aq" L 1 Iq' ELONGATED LEFT TURN STRAIGHT ARROW ELONGATED RIGHT TURN STRAIGHT ARROW ELONGATED RIGHT RN LEFT TURN ELONGATED RIGHT TURN STRAIGHT LEFT TARN white roralmv ppppNon#Mils see mne:rtvmwn of SGnaara Nghway 5'gns white forarrawprupoN¢n @pk se no!$pndard HignwaYSlgm w Ite {anmmvpmponipnaM ls.xem�remye onaf50ndaN HighNay Sgns �it� hcumw p,p,wrl on deli is see mreeeleersim pi SpMaN XgMwySlgns FISH HOOK LEFT TURN ARROW (white {wartw wogon tle,a is see Peo rrem OpOi TreR Lne Manual r AA >' 1- FSA L f -R I6 ry l- � �T� F, {-0.5. t T- I � I �F 194 I � •J v I]' m" FISH-HOOK RIGHT N0.N LEFT TURN ARROW FISH -KOOK STRAIGHT ARROW (white) FISH-HOOK RIGHT TURN SRAIGHT ARROW FISH-HOOK LEFT TURN STRAIGHT ARROW l9'9' FISH-HOOK RIGHT TURN STRAIGHT LEFT white white white TURN ARROW (wMitel ma aHall::ee rn. re„<rtmportmmr uneuanw forNmw ,"omm� eeml„deme o,rtempom ram. um Mawal ¢nnn reale .eeroer :rem Door rramr one Manwl fWWA ¢nbaeewle,:none cwanm9m mfm ore ran"N rwartwa,"rtmw, ee,anv:<emeenn.nmpm name we Manual /I M _ - IAA- 2' � 9 I, '/y L The selection profuse of this al maleaals shall be In aum.da"re Wtn Ne mrtene0.¢gon Standard Spedllemlens. OREGON STANDARD DRAWINGS �� $1 T Standard Drawing, while desigped i„aerp ea.,re PAVEMENT MARRING eenredlrre pr LeftFtlge one �j I,p� whh enerall accepted en ineenn 9 Y 9 9 STANDARD DETAIL BLOCKS LANE REDUCTION ARROW - LEFT LANE ENDS (whltel / zo'"(f` LANE REDUCTION ARROW - Fdga one RIGHT LANE ENDS fwhlte) z4' WRONG -WAY ARROW fwhlte) princip/es and pracfims, is the so/e resppnsibilily ofthe user 2021 prvmon prxwmpx F"ra,row n•"poml"n aelnlln, eu rnrrem Fora,mw nr"ppmon aealls, •der ,,,m�zp' - is -- e.:aon rtrsnnaam Mlenwa sign¢ aalo"o€scanmm xl nwa sl"n and should not be used without firs! cpnsulling a Registered General x"re: oven m,,..,. emm.am.:wux..wo.omuu.n 1. Center pavement markings within the lane Wtllfi, professiona/Fiagiheer. ole. eaox xo.. w^_ _ _ lin,i_ moazoxz _ TM501 z Arrw aha leitaralmen:Ions emla:al, eauWing NNlA. Oco LL_7r 6 Effective Date: June 1, 2023 - November 30, 2023 STANDARD STEEL FRAME & COVER GROUND LEVEL MECHANICAL PLUG a $'A:aaal w .:pi%u NOTE: SECTION TO BE POURED SO THAT A MINIMUM COVER OF� EXISTS ON ALL SURFACES OF PIPE. 4"MIN 4"MIN • PIPE TYPE AND SIZE �• AS PER PUWS. EXTRA LENGTH TO EXTEND 3''•'.':.=:' ..:FAN:•.:;-.... BELL BEYOND CONCRETE • .: a .'.:'.'.:'..'.:'.'.:'..........:'..:'..'.:'. MECHANICAL PLUG ?�`d,',�°'e°Sa°'�\,b\// ti� CLEAN OUT DETAIL N.T.S. /-TOPSOIL MATERIAL LANDSCAPE AS PER PLANS EXTRUDED CONCRETE CURB CUSS 3000 - 1/2" v CONCRETE. AC PAVING SURFACE SHALL BE G CLEAN AND FREE OF ALL FOREIGN MATERIAL BEFORE APPLYING EPDXY. CRUSHED ROCK baa /-SURFACE AS PER PLANS BACKFILL EXTRUDED CONCRETE CURB DETAIL NTS CONCRETE SHALL BE 3,500 PSI MIX 8"ROUND GRATE DRAIN -RITE W/ 4" OUTLET CONCRETE PAD SLOPE TO GRATE 4"PVC TRAP 4"PVC J WASTE WATEP SERVICE LINE TRASH ENCLOSURE TRAP DRAIN N.T.S. 4" RADIUS AC PAVING SURFACING AS PER PLAN PER PLANS A a ! BATTER COMPACTED - I 6:1 CRUSHED ROCK 9" I AS PER PLANS 16" VERTICAL CURB DETAIL io 4" 3000 CONCRETE 2" COMPACTED CRUSHED ROCK UNDER SIDEWALK 6"X6"#10 WIRE MESH MONOLITHIC CURB/SIDEWALK N.T.S. F F W z _o SHEET C-8.0 ED t7� ti� mv'i y W O Q F F W z _o SHEET C-8.0 8 OF 10 8 OF 10 477.00 VARIABLE WIDTH OVERFLOW STRUCTURAL a WALL PER MANUFACTURER SPECS 476.00 .. , :'• III —I I M 36" OPEN STORAGE III=III—I 475.00 ' II I IIII=III I 474.00 a = = GRAVEL OR SPLASH BLOCK 473.00 O O O O O—III—I a. X72" R CK H9MBER . a III= TO 2-1/2" 472.00 ° WASHED I OVERFLOW TO APPROVED DISCHARGE POINT COFFEE KIOSK INFILTRATION PLANTER N.T.S. VARIABLE WIDTH 477.00 OVERFLOW STRUCTURAL WALL PER MANUFACTURER e . f.' :a • SPECS 476.00 - • I— <'III s . I=1I1=1 36" OPEN STORAGE III—III- 475.00 IIIIIII=III II •• . 6 \N\-� — I I I 474.00 •, ° / GRAVEL OR LASH BLOCK ° '\/ \\/ /\j \\ %1 R9WI G M I M�\j \\/ /\j \\/ /\j •a: ••... I—III— /\\% 473.00 III—III O OO O O I=1II=1 p12" CK H9MBERTO WASHED 1/2" 472.00 I OVERFLOW TO APPROVED BUILDING #2 INFILTRATION PLANTER INFILTRATION PLANTER DISCHARGE POINT N.T.S. STRUCTURAL WALL PER MANUFACTURER VARIABLE WIDTH SPECS 476.00— OVERFLOW _ 24" OPEN STORAGE° III—III 475.00- 474.00— 75.00 GRAVEL OR 474.00 \ /\/ \\/ \\/ / / SPLASH BLOCK 473.00 m ` . III—III °• —III— O O 12" CK H BER O O O.' III=III 472.00 HED < III— WASTO 1/2° I=1 I I=1 I I=1 I OVERFLOW TO APPROVED DISCHARGE POINT CAR WASH INFILTRATION PLANTER N.T.S. U -LINE 1 -LOOP WAVE (U SHAPED) STYLE BIKE d d RACK, W/BLACK POWDER 2'-0" COATING, OR EQUIVALENT. a d 4"' THICK CONCRETE PAD 3,000 PSI MIX OVER 2" CRUSHED ROCK. 7'-0° BICYCLE PARKING DETAIL NTS 1 -Loop Wave Style Bike Rack - 3 Bike Capacity, Black In upscolesylisn look for dowmown mopping and bwlness dlslnM. 16gauge gaol w11n drrpd ,re powder wahng. ° 23/8' dlamelef bar. . Conaeie mourrA�n Iwrtiwme soklseparalely. 0 SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION V 4 4 4 Q F U -LINE 1 -LOOP WAVE (U SHAPED) STYLE BIKE d d RACK, W/BLACK POWDER 2'-0" COATING, OR EQUIVALENT. a d 4"' THICK CONCRETE PAD 3,000 PSI MIX OVER 2" CRUSHED ROCK. 7'-0° BICYCLE PARKING DETAIL NTS 1 -Loop Wave Style Bike Rack - 3 Bike Capacity, Black In upscolesylisn look for dowmown mopping and bwlness dlslnM. 16gauge gaol w11n drrpd ,re powder wahng. ° 23/8' dlamelef bar. . Conaeie mourrA�n Iwrtiwme soklseparalely. 0 SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION vi F V Q F bA U�y H H O N N di O O O to coo mha'� .Q O W a b Q � m vi F Q vi F F O M H H O N N di O O O to O a b � m SHEET C-9.0 N o z � z ¢ ¢ a w vi F F di O a SHEET C-9.0 9 OF 10 ¢na Ace oLsonfam wre nix ma snEsrtulc rrmanv� sfE RMGR3 ra IrO1RA41Ri3 urun [aa[ R WII IR 4Y1lfY�IM[ W! FYI'SW B6 WC Y SOI dOM Y ]¢'IWM'AY RS%I �-- — — Wim••—•• e¢cuooR I TANK -t oocvArmfySmllE rzniR I.1R'SOI bOfAC� T5S M MTSROR Will i Afo oom minfn T SOI®R¢� O'RLRSH555A! SflAe! s 50f 80 wC-mE farrart 1MKr¢gr FInfA40f OB44Wga SRENN0.56 W/f LE1A RWT•5S f10fEl uW urw aECUPRRRg uTwT 44M N 0 ILE J k u TANK -3 �mwtgv rafORIP IOW IL'hL RWi, U'0 R1RfR fUOT WIAEFi 54R10FOm 0. PfuR]GRpfL[WT�flai qp[p R5{a'¢f�rfgnvffR[ITK fRSW¢ 10. RRSfar 6E ip0A[EOgx ETnEa 510E 0r [ua{5 (SEEIT fp¢lCUnf1K} LWrEa%OOr¢WKS- SOfRm5. P4T44E0m OGCn0a0PEAR 11'ITrt C+R WWfRSYA�. Srsnxif4rµf}T10Rprarfprgp.¢fvrA�frlE¢RRErLMloStL sK lgtpl n. f[R[ss [mr¢wfs¢ rn[e0. �+ ufi[¢nu tum hfeCOG m � c v -n.0 vrc ]. liL0.WIriG XLLSrK aVrI IROW [M RO511tlL W#6P]r6 M11MGnfDFSfnG T. MR00MR T4W WllMf6A0G 64lgefl[YL]11E fRST ]OOO WLLONS IS RAV O[<=1R, 1G5[TrpIT41R5 NLM91Y rAlIPILNF. TOR TE 56NaliplfYf65yy SglrO Lynf [ff ppyydfyalRq RCZMiO Poa I). IHaL6fONbiVNi fry LflRlpr 9lRi¢pLpr,prt-gp5ypgvArlplS, pa r�fllNG 7. KLYUO[O]nWA%fM6[9E L¢HL Rlzrf00r frg10WfN4W0' tAfW{iW16.MADRnWff O[AfWpFAw yxA[S Aa+fMTtl. [I+fr 10 Tf[ a ueaaofR�vna sYf510Gc sLRrara syn. x.xmmTlMrG s[�m5vr mnew..sEOR uAB:OfR�'S0. A SRAWJfd All 2RRfTfPLAYf'h'�. CO'G:'Li wln.i:Y[MI.�+`?'W re •D C'}If IL"Pail'JN PERt]TYKTafF Mpr.A•�E.MS r}-rRMOE IRIRC.PAI[➢TJIYS NIIneOGifOMiIAM ORAE IUG(CR OIL/WATER SEPARATOR VAULT DETAILS FOR CARWASH r N.T.S. ATTACHMENT D NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND OREGON TRANSPORTATION COMMISSIDN 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 for Accessible Parking Places I STANDARDS. August 20I8 1----1\ m Wheel stop.35 TYp• a gyp) / 16� 3 T� m White 4" 1 -f 4' n wide lines An orientation a for field layout s Access aisle __F LL QA� Yp 1x �- Pavement markings required. See Figures 6 & 7 for details - 9' Min -- 8' Min - ^ Detectable warning surface required ifcurbramp is located within public right-of-way Figure 1 0 t I RIGHT OF WAY/PROPERTY/EASEMENT LINE I I t j 6" MIN j I t S.U.B.WATER I r -- — METER p---- ..�---i o o _---� -r -- - I I -- 6,. MIN L___ OVERHEAD INS FALL4TION CLEARANCES VIEW I i-------------------L---------� j W MIN SUB I CUSTOMER I RESPONSIBILITY I RESPONSIBILITY O _ I I I I GRADE I 3" MIN 12" MIN 3" MIN 11=111 >limlll =W >u n _ I III= II III PROFILE = 1I1= S.U.B. I — VIEW WATER METER I I I I SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI Pre -Installation Cross Connection Control Requirements - Section XI Location of Backflow Assembly - SectionXlll 6ackflowAssembly Installation Guidelines - Section XIV Post -Installation Cross Connection Control Requirements Sections XI -XIV, in addition to the complete Cross Connection Control Pro ram Requirements, are available at: http:l/www.subulll.com/water/cross-connection-control-and-backflow-protee lon/ SCALE: N.T.S. I 0%i %L ai IBACKFLOWASSEMBLY STANDARD DRAWING I DRAWING NUMBER WATER ENGINEERING:° scnl.- 2m., Nc S:\Draw[,.gsVF\FF710E90 RP BA 2inch an[ BACKFLOW ASSEMBLY 2" & SMALLER I REVISED: 6/2/2015 :d by E[ieN FF D4JG. No.: FF11DE90 W2.00 SURFACE AS-7SOLID PLATE UD BIKE PROOF PER PIANS`STEEL GRATE TRAP W/ HINGED UAAASS FRTING AS NEEDED TRAP W/ HINGED UD 53-1/4"x 29-1/4" OUTLET PIPE10 GA. STEEL CATCH BASIN WITH 24" SUMP. ASPHALT COATED INSIDE SUMP '� lila AND OUT. OUTLET ELEVATIONS Lll SHOWN ON PLANS iiL II PROVIDE SMOOTH LEVEL 53 -1/4 - DUAL CHAMBER CATCH BASIN N.T.S. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION V `J9 a zV � - a wos� 6.OfC nR([Rf F` ve"i c�7 V -i r N e� p N v 5E[ONOARY SEiTLEMENf W 0 a �mwtgv rafORIP IOW IL'hL RWi, U'0 R1RfR fUOT WIAEFi 54R10FOm 0. PfuR]GRpfL[WT�flai qp[p R5{a'¢f�rfgnvffR[ITK fRSW¢ 10. RRSfar 6E ip0A[EOgx ETnEa 510E 0r [ua{5 (SEEIT fp¢lCUnf1K} LWrEa%OOr¢WKS- SOfRm5. P4T44E0m OGCn0a0PEAR 11'ITrt C+R WWfRSYA�. Srsnxif4rµf}T10Rprarfprgp.¢fvrA�frlE¢RRErLMloStL sK lgtpl n. f[R[ss [mr¢wfs¢ rn[e0. �+ ufi[¢nu tum hfeCOG m � c v -n.0 vrc ]. liL0.WIriG XLLSrK aVrI IROW [M RO511tlL W#6P]r6 M11MGnfDFSfnG T. MR00MR T4W WllMf6A0G 64lgefl[YL]11E fRST ]OOO WLLONS IS RAV O[<=1R, 1G5[TrpIT41R5 NLM91Y rAlIPILNF. TOR TE 56NaliplfYf65yy SglrO Lynf [ff ppyydfyalRq RCZMiO Poa I). IHaL6fONbiVNi fry LflRlpr 9lRi¢pLpr,prt-gp5ypgvArlplS, pa r�fllNG 7. KLYUO[O]nWA%fM6[9E L¢HL Rlzrf00r frg10WfN4W0' tAfW{iW16.MADRnWff O[AfWpFAw yxA[S Aa+fMTtl. [I+fr 10 Tf[ a ueaaofR�vna sYf510Gc sLRrara syn. x.xmmTlMrG s[�m5vr mnew..sEOR uAB:OfR�'S0. A SRAWJfd All 2RRfTfPLAYf'h'�. CO'G:'Li wln.i:Y[MI.�+`?'W re •D C'}If IL"Pail'JN PERt]TYKTafF Mpr.A•�E.MS r}-rRMOE IRIRC.PAI[➢TJIYS NIIneOGifOMiIAM ORAE IUG(CR OIL/WATER SEPARATOR VAULT DETAILS FOR CARWASH r N.T.S. ATTACHMENT D NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND OREGON TRANSPORTATION COMMISSIDN 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 for Accessible Parking Places I STANDARDS. August 20I8 1----1\ m Wheel stop.35 TYp• a gyp) / 16� 3 T� m White 4" 1 -f 4' n wide lines An orientation a for field layout s Access aisle __F LL QA� Yp 1x �- Pavement markings required. See Figures 6 & 7 for details - 9' Min -- 8' Min - ^ Detectable warning surface required ifcurbramp is located within public right-of-way Figure 1 0 t I RIGHT OF WAY/PROPERTY/EASEMENT LINE I I t j 6" MIN j I t S.U.B.WATER I r -- — METER p---- ..�---i o o _---� -r -- - I I -- 6,. MIN L___ OVERHEAD INS FALL4TION CLEARANCES VIEW I i-------------------L---------� j W MIN SUB I CUSTOMER I RESPONSIBILITY I RESPONSIBILITY O _ I I I I GRADE I 3" MIN 12" MIN 3" MIN 11=111 >limlll =W >u n _ I III= II III PROFILE = 1I1= S.U.B. I — VIEW WATER METER I I I I SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI Pre -Installation Cross Connection Control Requirements - Section XI Location of Backflow Assembly - SectionXlll 6ackflowAssembly Installation Guidelines - Section XIV Post -Installation Cross Connection Control Requirements Sections XI -XIV, in addition to the complete Cross Connection Control Pro ram Requirements, are available at: http:l/www.subulll.com/water/cross-connection-control-and-backflow-protee lon/ SCALE: N.T.S. I 0%i %L ai IBACKFLOWASSEMBLY STANDARD DRAWING I DRAWING NUMBER WATER ENGINEERING:° scnl.- 2m., Nc S:\Draw[,.gsVF\FF710E90 RP BA 2inch an[ BACKFLOW ASSEMBLY 2" & SMALLER I REVISED: 6/2/2015 :d by E[ieN FF D4JG. No.: FF11DE90 W2.00 SURFACE AS-7SOLID PLATE UD BIKE PROOF PER PIANS`STEEL GRATE TRAP W/ HINGED UAAASS FRTING AS NEEDED TRAP W/ HINGED UD 53-1/4"x 29-1/4" OUTLET PIPE10 GA. STEEL CATCH BASIN WITH 24" SUMP. ASPHALT COATED INSIDE SUMP '� lila AND OUT. OUTLET ELEVATIONS Lll SHOWN ON PLANS iiL II PROVIDE SMOOTH LEVEL 53 -1/4 - DUAL CHAMBER CATCH BASIN N.T.S. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION ch V `J9 a zV � - a wos� a F` ve"i c�7 V -i Fye N p p N W 0 ch F` N p p N Is 2e > G Z m o 0 o In x R SHEET F O Q 4 m > o ch F` z 0 SHEET C-10.0 10 OF 10 STORM PLANTER 450 SO FT BUILDING #2 ENCLOSURE NORTH /� SITE DEVELOPMENT LIGHTING & EVC PLAN " \E-0091 t ° = 30'-0' SITE LIGHTING LEGEND: TYPE"P I" E7E) TYPE "P1" - SINGLE HEAD POLE LTS W/ EXTERNAL GLARE SHIELD TYPE"PINS" CIE) TYPE "P1HS" - SINGLE HEAD POLE LTS W/ HOUSE SIDE SHIELD TYPE"P2" Ee:J TYPE "12" - DOUBLE HEAD POLE LTS W/ HOUSE SIDE SHIELD (180 DEGREE POLE CONFIGURATION) TYPE"P2X'TYPE "P2X" - DOUBLE HEAD POLE LTS W/ HOUSE SIDE SHIELD (90 DEGREE POLE CONFIGURATION) TYPE "V" TYPE "V" - VAPOT TIGHT 4 FT. LED (VAC CANOPIES) TYPE"W3" 4 TYPE "W3" - LED WALL PAC - 3000 LUMEN TYPE"W6" Q TYPE "W6" - LED WALL PAC - 6000 LUMEN MAIN STREET r 306 SO FT MAIN ULVLLVrmtivi CARWASH READER BOARD MONUMENT It- `Ir`Fj CAR WASH I� IRECTIONAL -a® MA MONUMENT w-� -=- � BUILDING BUILDING #5 N m m SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION U 19 s i�aicv.xxacx z STORM PLANTER U 449 SO FT a� w U 'i w aLu w= Y IN DEVELOPMENT ENTRY COLUMNS BUILDING #5 N m m SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION ' 10 S�4 JUSTI P LAY O #52521 OF Ogg' U) U Lu �W V I— V J W U) 1 Z NW Q z 0w° Z LLJ w > Uo 0 LLJ Q zLu z< Lu 2i LL Q W ()60 oOf zw U) SITE DEVELOPMENT LIGHTING & EVC PLAN PEVISIOI IS: DATE ------------- PROJECT# MTP DRAWN JP CHECKED JP DATE 9.8.2023 SHEET E-000 ©�WRI�T=bY�VVWSmhc, Im U z CN U U a� w U 'i w aLu w= a� U Lu ov 3e /A2W W Z ' 10 S�4 JUSTI P LAY O #52521 OF Ogg' U) U Lu �W V I— V J W U) 1 Z NW Q z 0w° Z LLJ w > Uo 0 LLJ Q zLu z< Lu 2i LL Q W ()60 oOf zw U) SITE DEVELOPMENT LIGHTING & EVC PLAN PEVISIOI IS: DATE ------------- PROJECT# MTP DRAWN JP CHECKED JP DATE 9.8.2023 SHEET E-000 ©�WRI�T=bY�VVWSmhc, Im STORM PLANTER /450 SO FT C TYPE P2! II) I 1ORFUTUREEVC3 DDDDD (Fuiu RE) EV CHARGER-LEVEL2-- DDDDD _______________ DDDDD .WWW.�W Q V iY "W.3' c ;DDDD DDDD DDDD MTP d L(FUTURE) I I I n r, (FUTURE) P/CHARGE /[� 'de .DDDDD w aLu w= ©�PYRlGHT2MbyN WMSmH,Irc. - ne a TYPE IN d DDDDD TYP 'Wa•. DDDDD N `UTnREEVCS1.a DDDDD/-(FUTURE) e d /[� DDDDD (2)1" C. FOR FUTURE EVCSJ .WWW.�W Q V iY "W.3' c ;DDDD DDDD DDDD BUILDING #2 d. .. .Q' Vel. .QL'N'd A TRASH �1- ENCLOSURE NORTH 3� SITE DEVELOPMENT EVC DETAILS PLAN - BUILDING #2 ®® E 9 1"= 15._0. a e 6d nO. e d - < 9 d ♦ y TYPJW3, ♦ TYPE W3 -(U 1 CTOR HINRE EVCS a y MTP d L(FUTURE) I I I n DUAL Ev CHARGER-LEVEL2 o� U /[� DDDD D .DDDDD (2) 1"C FOR FUTURE EVCSJ .DDDDD w aLu w= ©�PYRlGHT2MbyN WMSmH,Irc. DDDDD D D D DDDDD U DDDDD N DDDDD/-(FUTURE) DUAL EV CHARGER -LEVEL 2 /[� DDDDD (2)1" C. 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SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION �4�GAL S� JUSTI P LAY 0 LR #52525 1' OF Ogg U) U W 06 Z I- 2 J W I— U/ Q W Q � J z 0w° wLULU Z ; �o W z0 0 0 ccw G Q Lu I— 0 Z � U) mU) SITE DEVELOPMENT EVC DETAILS PLAN PROJECT# MTP DRAWN JP Z 0 0 zm o� U O U SHEET U w aLu w= ©�PYRlGHT2MbyN WMSmH,Irc. a� U J N JK J *Jy 3a W _V Z �4�GAL S� JUSTI P LAY 0 LR #52525 1' OF Ogg U) U W 06 Z I- 2 J W I— U/ Q W Q � J z 0w° wLULU Z ; �o W z0 0 0 ccw G Q Lu I— 0 Z � U) mU) SITE DEVELOPMENT EVC DETAILS PLAN PROJECT# MTP DRAWN JP CHECKED JP DATE 9.8.2023 SHEET E-001 ©�PYRlGHT2MbyN WMSmH,Irc. POTENTIAL FUTURE DEVELOPMENT COMMUNITY COMMERCIAL LANDSCAPE GUIDELINES 4 +: E N d . A ,A, 3. SOIL AMENDMENTS 1. SEE SPECIFICATIONS FOR REQUIRED INSPECTIONS. 386SF 2. SEE CIVIL PLANS FOR GRADING DOCUMENTATION. POTENTIAL FUTURE DEVELOPMENT COMMUNITY COMMERCIAL LANDSCAPE GUIDELINES 4 !tA"wYt�s� �ilt4Alal . � � !R1lb it VIWGEGREEN' it SEE LA -2 MAIN STREET CAR WASH _-PHASE 1 _ � ENCLOSURE SCREENING �.■ REQUIMMENT ..:EXISTING INFILTRATION FACILITY TO REMAINam E?' _ #iise4�e L GN SEE LA -3 1 i h C ,l C13 N Z v m COMMUNITY COMMERCIAL DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.00nn ISTEp„ q' 279 -`�O • L"" I David T. Dougherty [-I OREGON ulgpE Ag ~ Client / Consultant 00..:.I Ryan Mckillop t Address Address 2 sroR I City, State Zip WATER PLANTER 449SF ~ I Phone ENTRY GATEWAY -. IV CHARGE ' PUBLIC IAND I IL PHASES ' SPACE I Z BUILDING#4 - BUILDING #5 d+ A I ~ •9 I TRASH ENCLOSURE .. a TOMEETMENTINSCREENING " A REWIRFMEM IN 'Q sxA.4.no(ey,G) I e e e e e e e e e , Ila I s - A. VERIFICATIONS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. C. PRODUCTS I 1. TOPSOIL AT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND CHARACTERISTIC OF LOAM$ OF THE AREA. FREE OF I ROCK, SUBSOIL, CLODS, LUMPS, PLANTS, ROOTS, STICKS, WEEDS, SEEDS AND OTHER DELETERIOUS SUBSTANCES. 2. SOIL (GROWING MEDIUM) AT THE SWALE SHALL BE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, +: E PROVIDE (2) ONE GALLON SAMPLES OF SOIL TO BOTH THE PROJECT ENGINEER AND LANDSCAPE ARCHITECT FOR APPROVAL GENERAL NOTES STO PLANTER ANTERB 3. SOIL AMENDMENTS 1. SEE SPECIFICATIONS FOR REQUIRED INSPECTIONS. 386SF 2. SEE CIVIL PLANS FOR GRADING DOCUMENTATION. b. ORGANIC MATERIAL:'GARDEN COMPOST AVAILABLE FROM REMUS OR LANE FOREST PRODUCTS. 3. SEE SHEETS LA -2 AND LA -3 FOR PLANTING PLANS AND SCHEDULES Lu 4. SEE SHEET LA -4 FOR LANDSCAPE DETAILS. 5. PLANTING TABLETS: SCOTT'S AGRIFORM FERTILIZER TABLETS. EXISTING BUILDING I Z ONLY. CONTRACTOR TO VERIFY ACTUAL QUANTITIES SHOWN ON 6. PLANT MATERIAL PLAN I 14 b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. (V O TRASH ENCLCGU . Drawn By: EHD I I2 Q ! TOMEETSCREENING REpUIREMENIIN sx Awe IENTIN . PLANT BEDS 1. CONNECT NEW IRRIGATION TO EXISTING, AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM ALONG 7TH 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE. AVENUE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 2. IRRIGATION SYSTEM TO BE DESIGN BUILD BY CONTRACTOR. 171. 3. SUBMIT PROPOSED IRRIGATION DESIGN DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF MINIMUM. CONSTRUCTION. CROWN SOIL TO THE CENTER OF PLANT BEDS. PLACE SOIL IN LAYERS NOT MORE THAN S" DEPTH. COMPACT EACH LAYER AT 85 4, NOTIFY LANDSCAPE ARCHITECT AT LEAST 48 HOURS BEFORE THE FOLLOWING INSPECTIONS. 6 4.A. AT START AND END OF IRRIGATION PRESSURE TEST. STORM WATER PLANTER AND RAIN GARDEN 4.6. SYSTEM PERFORMANCE INSPECTION UPON COMPLETION OF THE ENTIRE SYSTEM AND AFTER PLANT 1. PLACE 12" MINIMUM DEPTH OF SOIL (GROWING MEDIUM) AT SWALE. SEE CIVIL PLANS AND DETAILS FOR FACILITY INSTALLATION INSTALLATION. REQUIREMENTS. PROVIDE 24" DEPTH EXCAVATION AND GROWING MEDIUM AT TREES. DO NOT APPLY ADDITIONAL SOIL 5. SYSTEM IS TO PROVIDE HEAD TO HEAD COVERAGE, AMENDMENTS OR FERTILIZER AT SWALES OR RAIN GARDENS. •': 7. MAIN LINE IS TO HAVE MANUAL DRAIN VALVES, AT LOW POINTS. E. PLANTING 8. COORDINATE PIPE ROUTING, SHARED TRENCHING AND IRRIGATION SLEEVING WITH OTHER TRADES PRIOR TO 1. SET PLANTS VERTICAL. IRRIGATION WORK. f�'�� 9. PRESSURE TEST EXISTING IRRIGATION MAINLINE PRIOR TO CONSTRUCTION. CHARGE SYSTEM TO 100 PSI AND !tA"wYt�s� �ilt4Alal . � � !R1lb it VIWGEGREEN' it SEE LA -2 MAIN STREET CAR WASH _-PHASE 1 _ � ENCLOSURE SCREENING �.■ REQUIMMENT ..:EXISTING INFILTRATION FACILITY TO REMAINam E?' _ #iise4�e L GN SEE LA -3 1 i h C ,l C13 N Z v m COMMUNITY COMMERCIAL DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.00nn ISTEp„ q' 279 -`�O • L"" I David T. Dougherty [-I OREGON ulgpE Ag ~ Client / Consultant 00..:.I Ryan Mckillop t Address Address 2 sroR I City, State Zip WATER PLANTER 449SF ~ I Phone ENTRY GATEWAY -. IV CHARGE ' PUBLIC IAND I IL PHASES ' SPACE I Z BUILDING#4 - BUILDING #5 d+ A I ~ •9 I TRASH ENCLOSURE .. a TOMEETMENTINSCREENING " A REWIRFMEM IN 'Q sxA.4.no(ey,G) I e e e e e e e e e , Ila I s - A. VERIFICATIONS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. C. PRODUCTS I 1. TOPSOIL AT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND CHARACTERISTIC OF LOAM$ OF THE AREA. FREE OF I ROCK, SUBSOIL, CLODS, LUMPS, PLANTS, ROOTS, STICKS, WEEDS, SEEDS AND OTHER DELETERIOUS SUBSTANCES. 2. SOIL (GROWING MEDIUM) AT THE SWALE SHALL BE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FOC IN THE CONSTRUCTED MEDIUM MUST BE A MINIMUM OF 0.20 (I.E., 4050%) ORGANIC MATTER. PROVIDE (2) ONE GALLON SAMPLES OF SOIL TO BOTH THE PROJECT ENGINEER AND LANDSCAPE ARCHITECT FOR APPROVAL GENERAL NOTES PRIOR TO INSTALLATION. 3. SOIL AMENDMENTS 1. SEE SPECIFICATIONS FOR REQUIRED INSPECTIONS. a. FERTILIZER; 15-5-10-10 COMMERCIAL FERTILIZER. 2. SEE CIVIL PLANS FOR GRADING DOCUMENTATION. b. ORGANIC MATERIAL:'GARDEN COMPOST AVAILABLE FROM REMUS OR LANE FOREST PRODUCTS. 3. SEE SHEETS LA -2 AND LA -3 FOR PLANTING PLANS AND SCHEDULES 4. MULCH: SHREDDED FIR BARK 5/8"- 1/4"DIAMETER. 4. SEE SHEET LA -4 FOR LANDSCAPE DETAILS. 5. PLANTING TABLETS: SCOTT'S AGRIFORM FERTILIZER TABLETS. 5. PLANT LIST QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ACTUAL QUANTITIES SHOWN ON 6. PLANT MATERIAL PLAN a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. 14 b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. (V T ACCESSORIES M a. STAKES: SOFTWOOD LUMBER, POINTED END, UNIFORMLY SIZED, 2"X 2" MIN. CAPABLE OF AT LEAST 2 YEARS BURIAL. Drawn By: EHD b. GUY WIRES: NO. 10 GA. ANNEALED, GALVANIZED STEEL WIRE. L+ IRRIGATION SYSTEM NOTES D. SOIL PREPARATION PLANT BEDS 1. CONNECT NEW IRRIGATION TO EXISTING, AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM ALONG 7TH 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE. AVENUE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 2. IRRIGATION SYSTEM TO BE DESIGN BUILD BY CONTRACTOR. 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD Y OF ORGANIC MATERIAL AND 15-5-10-10 3. SUBMIT PROPOSED IRRIGATION DESIGN DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF MINIMUM. CONSTRUCTION. CROWN SOIL TO THE CENTER OF PLANT BEDS. PLACE SOIL IN LAYERS NOT MORE THAN S" DEPTH. COMPACT EACH LAYER AT 85 4, NOTIFY LANDSCAPE ARCHITECT AT LEAST 48 HOURS BEFORE THE FOLLOWING INSPECTIONS. PERCENT. 4.A. AT START AND END OF IRRIGATION PRESSURE TEST. STORM WATER PLANTER AND RAIN GARDEN 4.6. SYSTEM PERFORMANCE INSPECTION UPON COMPLETION OF THE ENTIRE SYSTEM AND AFTER PLANT 1. PLACE 12" MINIMUM DEPTH OF SOIL (GROWING MEDIUM) AT SWALE. SEE CIVIL PLANS AND DETAILS FOR FACILITY INSTALLATION INSTALLATION. REQUIREMENTS. PROVIDE 24" DEPTH EXCAVATION AND GROWING MEDIUM AT TREES. DO NOT APPLY ADDITIONAL SOIL 5. SYSTEM IS TO PROVIDE HEAD TO HEAD COVERAGE, AMENDMENTS OR FERTILIZER AT SWALES OR RAIN GARDENS. 6. HEAD LAYOUT IS TO MINIMIZE OVERSPRAY ONTO PAVED SURFACES. 7. MAIN LINE IS TO HAVE MANUAL DRAIN VALVES, AT LOW POINTS. E. PLANTING 8. COORDINATE PIPE ROUTING, SHARED TRENCHING AND IRRIGATION SLEEVING WITH OTHER TRADES PRIOR TO 1. SET PLANTS VERTICAL. IRRIGATION WORK. 2. REMOVE CONTAINERS. 9. PRESSURE TEST EXISTING IRRIGATION MAINLINE PRIOR TO CONSTRUCTION. CHARGE SYSTEM TO 100 PSI AND 3. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6" DEPTH UNDER EACH PLANT. HOLD FOR 24 HOURS. DOCUMENT PRESSURE LOSS AND PROVIDE TO LANDSCAPE ARCHITECT. CHARGE SYSTEM REMOVE BURLAP, ROPES AND WIRES FROM ROOT BALLS. TO 100 PSI AND HOLD FOR 24 HOURS AFTER CONSTRUCTION IS COMPLETED. REPAIR LEAKS AS NEEDED TO 4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. RESTORE MAINLINE TO PRE -CONSTRUCTION CONDITION. 5. BACKFILL SOIL MIXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 10.ALL IRRIGATION PIPING UNDER PAVING TO BE LOCATED IN SCHEDULE 40 PVC PIPE SLEEVES. 6. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL. 11.PROVIDE 10" ROUND VEHICLE RATED JUNCTION ACCESS BOX AT ALL TURNS IN IRRIGATION MAINLINE UNDER PAVING. G. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF Y WITHIN 24 HOURS OF PLANTING. TAPER MULCH TO 1" AT PAVING 12.13ROVIDE NIBCO T-113 ISOLATION VALVE NEAR CONNECTION POINT TO EXISTING SYSTEM. EDGES. MULCH STORM WATER FACILITIES WITH 1" DEPTH PEA GRAVEL. MULCH SWALE SIDE SLOPES O RAIN GARDEN WITH 3" 13.CONTROL VALVE AT NEW IRRIGATION SYSTEM MAY BE BATTERY OPERATED WITH RAIN BIRD T-BOS II CONTROL DEPTH FIR BARK MULCH. MODULE AND FIELD TRANSMITTER OR APPROVED. I. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION, INCLUDING WEEDING, PRUNING, 14.MAINTAIN OPERATION OF EXISTING IRRIGATION SYSTEM TO EXTENT POSSIBLE DURING CONSTRUCTION. MAINTAINING GUYS AND STAKES AND REPLACEMENT OF MULCH. 15.PROVIDE SUPPLEMENTAL WATERING OF EXISTING PLANT MATERIAL AS NEEDED DUE TO DISRUPTION OF J. WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL FOR ONE YEAR FOLLOWING FINAL COMPLETION. REPLACE DEAD OR EXISTING IRRIGATION. UNHEALTHY PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. CONTRACTOR IS NOT RESPONSIBLE FOR DEFECTS CAUSED BY 16.REPLACE ANY DEAD OR DAMAGED PLANT MATERIAL RESULTING FROM LANDSCAPE AND IRRIGATION VANDALISM. CONSTRUCTION OR DISRUPTION OF IRRIGATION. LEGEND + EXISTING DECIDUOUS TREE OHM GROUNDCOVERS TO REMAIN EXISTING LANDSCAPE / \ TO REMAIN + / EXISTING ETIINNIN TREE TO BE REMOVED ❑ 2' SQUARE STEPPING STONE (4 TOTAL) -� EXISTING CONCRETE • DECIDUOUS TREE PROPOSED CONCRETE -__- PROPERTY LINE SHRUBS . . . PROJECT PHASE LINES MEDIUM DENSITY RESIDENTI4 FOR SITE REVIEW ONLY PRELIMINARY SITE PLAN 0 W15 30 60 120 T SCALE 1"=30'-O" NORTH ca N /^CU I L U) C 2� Q 06 0 14 (V M Data: 09.11.23 Drawn By: EHD Checked By: DJD Submission: SITE REVIEW Revisions -LA- 1 DLA INC. COPYRIGHT 2020 POTENTIAL FUTURE DEVELOPMENT t STORM WATER PLANTER A 500SF MAIN STREET O 0 I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I + Q + J �IW ti I Z I I EXISTING BUILDING I -� _-L] ------n------fl------d BUILDING #2 —► 1 t LEGEND PLANT SCHEDULE STORMWATER PLANTER A 500SF SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS 20 REQUIRED. 23 PROPOSED. COS 13 1 Comus sedcea Red Twig Dogwood 30' ht. Matching, full MAN 14 Mahonia nervosa Oregon Grape 3 gal Matching, full. Small Shrub. SYA 6 1 Symphodcarpos albus Common White Snowberry 3' ht. Matching, full. Small Shrub. GROUND COVERS QTY I BOTANICAL NAME COMMON NAME SIZE REMARKS 400 REQUIRED. 468 PROPOSED. CAO 1187 1 Carex obnupta Slough Sedge 4" pot Matching, full, 12" D.c. (A) JUPA 1330 1 Juncus patens California Gray Rush 4"pot Matching, full, 12" D.c. (A) PLANTER IS LINED. NO TREES ARE ALLOWED. GENERAL NOTES 1. SEE SPECIFICATIONS FOR REQUIRED INSPECTIONS. 2. SEE CIVIL PLANS FOR GRADING DOCUMENTATION. 3. SEE SHEETS LA -2 AND LA -3 FOR PLANTING PLANS AND SCHEDULES 4. SEE SHEET LA -4 FOR LANDSCAPE DETAILS. 5. PLANT LIST QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ACTUAL QUANTITIES SHOWN ON PLAN. + EXISTING DECIDUOUS TREE TO REMAIN EXISTING TREE TO BE REMOVED 1 + 3 DEAD/DYING TO BE REMOVED 3 LIVING TO BE REMOVED ®EXISTING LANDSCAPE AREA TO REMAIN DEAD EXISTING TRE REPLACE WITH ZELKOVA SERRATA VILLAGE GREEN' DYING MISTING TREE. REPLACE WITH AGER RUBRUM'RED SI DEAD EXISTING TREE: REPLACE WITH ACER RUBRUM 'RED SUNSET aULCH CIRCLE DECIDUOUS TREE 41 SHRUBS ONE GROUNDCOVERS t M J W ti Z J U 01 I: DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.Dom ISTE,p„ q4' 279 �O • r DeWd T. Dougherty [-I OREGON ulgpE Age~ Client / Consultant Ryan Mckillop Address Address 2 City, State Zip Phone N N 3.1 0 }E L a� ''m U) i_ _cu W C CV M I Date: 09.11.23 Drawn By: EHD Checked By: DJD Submission: SITE REVIEW Revisions FOR SITE REVIEW ONLY I I c�, PRELIMINARY PLANTING PLAN EAST I z�l I 0 5 10 20 40 80 SCALE: V=20'4' LA -2 NORTH DLA INC. COPYRIGHT 2020 C J W LU Z J x U PLANT SCHEDULE GENERAL TREES QTY BOTANICAL NAME COMMON NAME ACGI 3 Acer ginnala Amur Maple ACRR 15 Acer mbrum'Red Sunset Red Sunset Maple CECF 5 Cercis canadensis'Forest Pansy' Forest Pansy Redbud COFL 1 Cornus flodda Flowering Dogwood TIC 10 Tilia cordats'Greenspire' Greenspire Linden ZSVG 9 Zelkova serrata'Village Green' Sawleaf Zelkova BOTANICAL NAME SHRUBS QTY BOTANICAL NAME COMMON NAME AUC 18 Arbutus unedo'Compacta' Dwarf Strawberry Tree AZPB 37 Azalea x'Pead Bradford' Pearl Bradford Azalea BEBN 12 Berbeds buxifolia'Nana' Dwarf Boxleaf Barberry BEDA 15 Berbeds darwinii Darwin Barberry BETC 218 Berbeds thunbergii'Crimson Pygmy' Dwarf Japanese Barberry BTAN 32 Berbeds thunbergii'Atropurpurea Nana' Dwarf Red Leaf Japanese Barbel COSK 108 Cornus sedcea %Kelseyr Dwarf Redtwig Dogwood EUAC 164 Euonymus alatus'Compactus' Compact Burning Bush ICC 132 Ilex crenata %Compacts' Japanese Holly NADM 134 Nandina domestice'Moyers Red' Moyers Red Heavenly Bamboo POM 58 Polystichum munitum Fern Sword Fe PLO 205 Prunus laurocerasus %Otto Luyken' Otto Luyken English Laurel RHKB 47 Rhododendron'Kimbeth' Kimbeth Rhododendron RHCA 11 Rhododendron x'Catawbience Album' Catawbience Rhododendron RHU 19 Rhododendron x'Unique' Unique Rhododendron RHJ 28 Rhododendron x'Jean Marie de Montague' Jean Made de Montague Rhodoc RIS 7 Ribes sanguineum Red Flowering Current VID 223 Viburnum davidii David Viburnum VIP 8 Viburnum pliratum tomentosum Doublefile Viburnum VIT 11 Viburnum tinus'Spring Bouquet' Spring Bouquet Laurestinus GROUND COVERS QTY BOTANICAL NAME COMMON NAME AU 52 Arctostaphylos uva-ursi Kinnikinnick PEAH 147 Pennisetum alopecuroides'Hameln' Hameln Fountain Grass PLMV 186 Prunus laurocerasus'Mount Vernon' Mount Vernon Laurel RUCE 114 Rubus calycinoides'Emerald Carpet' Emerald Carpet Creeping Raspb RFG 269 Rudbedcia fulgide'Goldstrum' Black -Eyed Susan BULBS QTY BOTANICAL NAME COMMON NAME NAK 497 Narcissus x'King Alfred' King Alfred Daffodil PLANT SCHEDULE STORMWATER PLANTER B 366SF SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS 15 REQUIRED. 15 PROPOSED. COS 3 Cornus sedcea Red Twig Dogwood 30" ht. Matching, full MAN 8 Mahonia nervosa Oregon Grape 3 gal Matching, full. Small Shrub. SYA 4 Symphoricarpos albus Common White Snowberry 3' M. Matching, full. Small Shrub. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS 293 REQUIRED. 336 PROPOSED. CAO 147 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. (A) IRT 32 Iris tenax Oregon Iris 4"pot Matching, full, 12" o.c. (AIB) JUPA 192 Juncus patens California Gray Rush 4"pot Matching, full, 12" o.c. (A) PLANTER IS LINED. NO TREES ARE ALLOWED. PLANT SCHEDULE STORMWATER PLANTER C 449SF SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS 18 REQUIRED. 18 PROPOSED. COS 5 Cornus sedcea Red Twig Dogwood 30" hl. Matching, full MAN 8 Mahonia nervosa Oregon Grape 3 gal Matching, full. Small Shrub. SYA 5 Symphorirarpos albus Common White Snowberry 3' hl. Matching, full. Small Shrub. GROUND COVERS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS 359 REQUIRED. 389 PROPOSED. CAO 155 Carex obnupta Slough Sedge 4" pot Matching, full, 12" o.c. (A) JUPA 275 Juncos patens California Gray Rush 4"pot Matching, full, 12" o.c. (A) PLANTER IS LINED. NO TREES ARE ALLOWED. LEGEND + EXISTING DECIDUOUS TREE TO REMAIN EXISTING TREE TO BE REMOVED 1 3 DEAD/DYING TO BE REMOVED _ 3 LIVING TO BE REMOVED ®EXISTING LANDSCAPE AREA TO REMAIN Z SQUARE STEPPING STONE (4 TOTAL) aULCH CIRCLE DECIDUOUS TREE %\Fn SHRUBS GENERAL NOTES 1. SEE SPECIFICATIONS FOR REQUIRED INSPECTIONS. 2. SEE CIVIL PLANS FOR GRADING DOCUMENTATION. 3. SEE SHEETS LA -2 AND LA -3 FOR PLANTING PLANS AND SCHEDULES 4. SEE SHEET LA -4 FOR LANDSCAPE DETAILS. 5. PLANT LIST QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ACTUAL QUANTITIES SHOWN ON PLAN. FOR SITE REVIEW ONLY PRELIMINARY PLANTING PLAN EAST GROUNDCOVERS 0 5 10 20 40 80 SCALE: 1"=20'-O" T NORTH DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 David J. www.DLAdesign.com 14&z79 -`1�O % OREGON �& c`PE Ag Client / Consultant Ryan Mckillop Address Address 2 City, State Zip Phone O (D C 'L Q U) C0 C EL U) I_ S N 0 06 *4 CV M I Date: 09.11.23 Drawn By: EHD Checked By: DJD Submission: SITE REVIEW Revisions LA -3 DLA INC. COPYRIGHT 2020 David J. Dougherty % OREGON �& c`PE Ag Client / Consultant Ryan Mckillop Address Address 2 City, State Zip Phone O (D C 'L Q U) C0 C EL U) I_ S N 0 06 *4 CV M I Date: 09.11.23 Drawn By: EHD Checked By: DJD Submission: SITE REVIEW Revisions LA -3 DLA INC. COPYRIGHT 2020 GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTALICONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. TYPICAL TREE PLANTING SECTION ADJACENT LAWN SCALE: 1/2" = 1'-0" ADJACENT BUILDING OR EDGE OF PLANT BED SPACEDE CLEAN ANGLE TO LOCK MULCH IN PLACE 4� AT �?g LAWNS) ..p -1160M3" MULCH TAPERS SPACING' TO 2'AT LAWNS M11-2110 I Mi PLANTING SOIL SPACING'D" ROW "A' SPACING "D' ROW "A" (SEE SPECIFICATIONS 3" O.C. 2.6" 1g' O.C. 15.6" FOR DEPTH) 6" O.C. 5.2" 24" O.C. 20.8" 9" O.C. 7.8" 30" O.C. 26.0" NOTE: THIS DETAIL IS TYPICAL WHERE LAWN MEETS PLANT 12' O.C.10.4' 36" O.C. 30.0" BEDS, AND MULCH RINGS AT TREES. 15' O.C. 13D' 48" O.C. 41.5" PLANT BED EDGE AT LAWNS SECTION SCALE: 1" = 1'-0" TYPICAL SHRUB PLANTING SECTION s GROUNDCOVER SPACING DIAGRAM LA -4 PLAN NTS REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL MULCH AS SPECIFIED (2' CLEAR AT TRUNK) PLANTING SOIL WITH SPECIFIED FERTILIZER AND AMENDMENTS COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) SCARIFIED SUB -GRADE SCALE: 1/2" = 1'-0" MULCH TAPERS TO VAT SIDEWALK FINISHED GRADE PLANTING SOIL (SEE SPECIFICATIONS FOR DEPTH) ADJACENT PAVING NOTE: SEE GRADING PLAN FOR PLANT BED SOIL LEVELS. s PLANT BED EDGE AT PAVEMENT LAS SECTION SCALE: 1/2"=1'-0" LANDSCAPE DETAILS DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.Gom �r,I279 _ ` qs' 279 �O David T. Dougherty OREGON c` PE AgC`�` Client / Consultant Ryan Mckillop Address Address 2 City, State Zip Phone IM N _cc 0- i LA I Date: 09.11.23 Drawn By: EHD Checked By: DJD Submission SITE REVIEW Revisions LA -4 DLA INC. COPYRIGHT 2020 �(--5'X21--r----� 111 SIGN LOCATION SIGN �LOCATION r 3I -x-21- 1 r 3' X-2' 7 fi — - L - L J (2) SIGN LOCATIONS �A5-" E�I-E�VAVON BUILDING 5 I LE 5CALE: 1/4" - 1'-0" JIA : I/ - - I -1 CONTI ACTOp TO VF-pIFY ALL t2IM-N51ON5 I'plOp TO OI?t2r-FING & CON51l?UCiION 1 07.11.23 1 K'BVI515V � 08.29.23 �EVISEI7 1 1 �EVISEI7 PROPERTY OF ROBERT CORYELL DESIGNS, AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH WRITTEN PERMISSION APPROVAL BY ROBERT CORYELL DESIGNS. UNIT 1 A/B OFFICE/ RETAIL ELEVATION date 06.14.23 file MCKILLOP 23-1 d. b. REC E=10f: 4 1 07.11.25, 1 FFV15B17 � �EVISEI7 1 1 �EVISEI7 PROPERTY OF ROBERT CORYELL DESIGNS, AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH WRITTEN PERMISSION APPROVAL BY ROBERT CORYELL DESIGNS. UNIT 1 SPACES OFFICE / RETAIL FLOOR PLANS date 06.14.23 file MCKILLOP 23-1 d. b. REC MAIN ACCESS LANE 51'-0" 11'_6" 27'-6" 12'-0" BUILDING 5 F-------- --------------------------------------------------------- 1 I I I C? ,----- I I I I I I N I I L ----- r ----- J uNlr - A I I 1580 SQUARE FEET BUILDING I � N , N PARKING LOT CHANGING I TABLE 6ATH SINK LAV w O Lu C? r_____ o m m o nLAa Z w= m� N BATH 0 m I SINK I I N I i I UNIT — 13 r_____ 1551 SQUARE FEET BUILDING L----- r_____ L I , - _ N r L I I I I I _ I` 49'-0" 2'-0" 51'-0" 5CAL6: 1/ 4" — '-0" CON1IZAC-rOF i0 VF-PIF'Y ALL nIMF;N51ON5 F'OOF, 1'0 OFPF-MNG & CON51-FUCiI0N 1 07.11.25, 1 FFV15B17 � �EVISEI7 1 1 �EVISEI7 PROPERTY OF ROBERT CORYELL DESIGNS, AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH WRITTEN PERMISSION APPROVAL BY ROBERT CORYELL DESIGNS. UNIT 1 SPACES OFFICE / RETAIL FLOOR PLANS date 06.14.23 file MCKILLOP 23-1 d. b. REC F71F71 ET71 NOF.TH E�I-E�VAVON 5CALE: 1/4" - 1'-0" 20'- 0" * 15'-2"* TOP OF PARAPET WALL 12'-1"3 TOP PLT. CEWNG HEIGHTS 1 TOP OF 0'-0"* FINISHEDSLAB -2" - 3" ,SIGN LOCATION SIGN LOCATION -Ii 1 MFF1Jm[,1] —11119 1 MF1],FmH11 I (2) 4'X 2, F- -1 II I0 I711711 I SIGN LOCATION SIGN LOCATION F- 4'X2' r 4'X2' -' WF -5-r F-L-F-VAVON < pE�Ap> 5CALE: 1/4" - 1'-0" E�A5-" E�I-E�VAVON (2) SIGN LOCATIONS FIE] F1F-11 5CALE: 1/4" - 1'-0" BUILDING 4 00 00 00 CONTI AC1'Op TO VF-pIFY ALL t2IM-N50N5 P00F, 1'0 OFt2F—MN6 & C0N5TFIJCTI0N 50UTH F -1 -F -VA -TION 5CALE: 1/4" - 1'-0" 1 07.11.23 1 K'BVI515V 08.29.23 1 1?EVI5E17 1 1 r[WI5E17 PROPERTY OF ROBERT CORYELL DESIGNS, AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH WRITTEN PERMISSION APPROVAL BY ROBERT CORYELL DESIGNS. BUILDING SPACE 4 OFFICE/ RETAIL ELEVATION date 06.14.23 file MCKILLOP 23-1 d. b. REC 3 of 4 1 07.11.23 1 F'BVI515V � �EVISEI7 1 1 �EVISEI7 PROPERTY OF ROBERT CORYELL DESIGNS, AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH WRITTEN PERMISSION APPROVAL BY ROBERT CORYELL DESIGNS. BUILDING SPACE 4 OFFICE / RETAIL FLOOR PLANS date 06.14.23 file MCKILLOP 23-1 d. b. REC 4 of 4 MAIN ACCESS LANE 70--0-- 0'-0"11'-6" 11--6-- 46'-6" 12'-0" BUILDING 4 ----------------------------------------------------------- I ----------- ----- I i1 i1 I I I I o I I I I I N I _J L I � L I Lu m N z LuU UNI--c o I H W 1930 SQUARE FEET BUILDING N z cn Q U Q CHANGING PARKING LOT TABLE a Q W 6AT j z J SINK ao OIAV ____ o PqVI BATH I I I I 1 1850 SQUARE FEET BUILDING I -J I SINK YI BATH I I �n I V -, _J LJ `— J 8'4" 60'-8" 70'-0" FF�rAl[, 5FAcF- UNI- z 3780 SQUARE FEET BUILDING 5CAL, F-: 1/4" 1'-O" CON1IZAC-rOF i0 VF-pIFY ALL nIM-N51ON5 POOP, 1'0 OFPF—MNG & CON51-FUC1'I0N 1 07.11.23 1 F'BVI515V � �EVISEI7 1 1 �EVISEI7 PROPERTY OF ROBERT CORYELL DESIGNS, AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH WRITTEN PERMISSION APPROVAL BY ROBERT CORYELL DESIGNS. BUILDING SPACE 4 OFFICE / RETAIL FLOOR PLANS date 06.14.23 file MCKILLOP 23-1 d. b. REC 4 of 4 SIGN SIGN LOCATION LOCATION i 9'X 42" L -----J 101111101 IM 117-1111-:11117111-711 ❑❑ F❑ F❑ SIGN LOCATION], I 9'X 42" 1 L J 1:11:11:1�❑ �❑�❑ F 11: 1 E: I E: 1�❑ SIGN LOCATION I 9'X 42" 1 L --------J �❑ SIGN LOCATION SCALD: 1/ 4" — 1'-0'' E:]E:]E:I[E—:]] SIGN � � � SIGN LOCATION SIGN LOCATION SIGN LOCATION SIGN LOCATION SIGN LOCATION LOCATION rr r 15X2 1 15X2 1 1 r 5X2 5X2 STEEL COVERS :�yacazz.1caYyar CMU BLOCK COLOR TINTED y� F,,F�AI2 / 5OUTH F I F� VAV O N Ma9L7aJ SCALD: 1/ 4" — '-01 CON1IZAC-rOF 1'O VF-pIDY ALL nIMF-N5I0N5 POOP, i0 OFPF- IN6 & C0N5TfPUC1'I0N NDW CAIp, WASH M I L - L- f?ACF- CAP. WASH 501ATH �2noi 5M"1 F -f LOT # 1-7-02-31-00-0501 5PON6FIFL-P. OpF-60N 9-74-78 ,o 0 m 0 X � ythmx m A z m n O m m�zo��tn XNmOzmm O Oz m Z O D < y m o z ��,8x> A 02 O*czw y Do Omm m< -:i> M m<mm z Studio of: p013�pr copYr-L-L- PF-5IGN5 3460 Sue Ann Court Springfield, Oregon 9-74-7-7 541> 520-3955 BUILDING 2 ELEVATIONS FRONT AND REAR date 06.14.23 file MCKILLOP 23-1 d. b. REC 1 Of 6::] 1 SIGj SAN LOCATfOI1 LOCATION I 10'X 42"1 L J SIGN LOCATION 1:11:1I���q [1FFpF7pn1[1'���� DI�I�O ���� CCI SCALA: 1/4'' — 1'-0" I�a9L7aJ SCALA: 1/4'' — I' -O" NF -VV CAIP, WASH CONTI ACiOp TO VF-pIFY ALL nIMF-N510N5 POOF TO OFPF- ING & CONSTFIJCTION M I L - L- f?ACF- CAP. WASH I �6 5OUTH �2no1 51"12F -F-1" LOT # 1-7-02-31-00-0501 5PONGFIF-LP, OpF-60N 9-74-78 x,gco�� pmy th mXx m z m n O m m � z o m 'Nmpzmm 0 Ez ;X, Z O D <ymmo"z M��o>oN A�7zwy cD=Moxm m<A>.xM m<mm z Studio of: F-013 F_r COpY[�L-L- PF -516N5 3460 Sue Ann Court 5pringfielcl, Oregon 9-74-7-7 541> 520-3955 BUILDING 2 ELEVATIONS SIDE / EAST, WEST date 06.14.23 file MCKILLOP 23-1 d. b. REC 2 of 6 ]� 50UTH F-L-F-VA1"ION SCALE: 1/4" - I' -O" F -A5 -r F-L-F-VAVON SCALE: 1/4" - 1'-0" W�5-r F-L-E�VAVON SCALE: 1/4" - 1'-0" 0 co NOP.TH E�L-E�VAVON SCALE: 1/4" - 1'-0" 38'-0" I 30'-6" -1 -1 T-6" CON1IZAC1'Op 1'O VF-pIFY ALL nIM-N51ON5 POOP 1'0 OFPF—ONG & C0N5- fPUC1'ION COFFF-F- SHOD 5CAL6: 1/ 4'' — 1'-0" 17Af E: 17E5Cr11'f ION: 06.14.23 prELIMIHARY 08.29.23 MW15E17 MW15E17 MWI5E17 ENG/ 6117 SEf MW15E17 MW15E17 �EVISEI7 PROPERTY OF ROBERT CORYELL DESIGNS, AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH WRITTEN PERMISSION APPROVAL BY ROBERT CORYELL DESIGNS. DRIVE UP COFFEE ELEVATIONS FLOOR PLANS date 06.14.23 file MCKILLOP 23-1 d. b. REC b NsFrN F1,Fva-r0N SCAL-C;; 1/811 - 1'-011 ELECTRONIC READER BOAR MONUMF-Ni SIGN ( 12F -APF -F 13FP) 5CALE: I/8" - I' -O" 51 KU(;1 UKt gas r F1,FWATION SCAL-C;; 1/ 811 - 1 -011 wF,s-r F1,Fva-r0N 5CAL-1;; 1/8'' - 1'-0'' HATE: nE5crlrT1oN: 03.14.23 rrELIMINArY 08.29.23 rEVI5E12 rEVI5E12 rEVI5EIJ ENG/ L311? 5Ei rEVI5E12 rEVI5E12 rEVI5t Ip PROPERTY OF ROBERT CORYELL DESIGNS, AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH WRITTEN PERMISSION APPROVAL BY ROBERT CORYELL DESIGNS. CAR WASH ELEVATIONS date 03.14.23 file MCKILLOP 23-1 c. b. REC sou-rn F1,FvATION SCA,; I/8'' - I' -O" CMU BLOCK o DOUBLE POST @TRUSS 3'-B'• FLAT CHORD TRUSSES W1 30" PARAPET 2 X6 DF#2 WOOD FRAMED WALL FLAT CHORD TRUSSES W130" PARAPET CCWFACrOp r0 VFpIFY A, L- PIMF-NSION5 PIP' IOF r0 OpprIF, IN6 & CON5rpUCrION 8" CMU BLOCK 12' CMU BLOCK rSIGN LOCATION 11' X 4' L _J TOP OF STRUCTURE ROOF OVER 351-011 16'-0" CAR TUNNEL TOP OF 16'-0" TUNNEL TOP OF 4'-0" X 1I. nArE: nEsc�IpnoN: 03.14.23 ppELIMINA!?1' 08.29.23 pEVISEn pEVISEn pEVISEn ENG/ 61n SEf pEVISEn pEVISEn pEVISEn PROPERTY OF ROBERT CORYELL DESIGNS, AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH WRITTEN PERMISSION APPROVAL BY ROBERT CORYELL DESIGNS. CAR WASH AND COFFEE SHOP ELEVATION date 03.14.23 file MCKILLOP 23-1 c. b. REC 2 of :4]]