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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/22/2020DUTCH BROS COFFEE -STAND REPLACEMENT PRIVATE SITE IMPROVEMENT PLANS GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY 2. ALL WORK WITHIN CITY OF SPRINGFIELD RIGHT-OF-WAY SHALL BE COMPLETED IN ACCORDANCE WITH CITY STANDARDS 3. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL CITY OF SPRINGFIELD, LANE COUNTY, STATE OF OREGON, OREGON DEQ, & FEDERAL LAWS 4. WORK SHALL BE COMPLETED IN ACCORDANCE WITH SPRINGFIELD UTILITY BOARD STANDARDS & REGULATIONS 5. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ADA STANDARDS. WHERE THESE DRAWING CONTRADICT ANY ADA STANDARD, THE ENGINEER SHALL BE NOTIFIED SO A REMEDIATION PLAN CAN BE IMPLEMENTED 6. OWNER SHALL BE RESPONSIBLE FOR BUILDING PERMIT 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OTHER PERMITS, INCLUDING, BUT NOT LIMITED TO, TRADE, GRADING, DEMO, RIGHT-OF-WAY, & TRAFFIC CONTROL IF REQUIRED 8. CONTRACTOR SHALL ADHERE TO ALL NOISE REGULATIONS OF THE CITY OF SPRINGFIELD 9. ALL TRAFFIC CONTROL DEVICES & LABOR REQUIRED TO COMPLETE THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10. CONTRACTOR SHALL PROVIDE A PEDESTRIAN DETOUR ANY TIME A SIDEWALK OR PEDESTRIAN PATH IS CLOSED OR REDUCED TO LESS THAN (4) FEET IN WIDTH. THIS INCLUDES, BUT IS NOT LIMITED TO, BARRICADES, SIDEWALK CLOSED SIGNS, & DETOUR ARROWS AS OUTLINED IN THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 11. MATERIAL TESTING WILL BE PROVIDED BY A 3RD PARTY INSPECTOR HIRED BY THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TESTING REQUIRED 12. NO CONTRACTOR EQUIPMENT OR VEHICLES SHALL BE PARKED OUTSIDE OF THE PROJECT LIMITS, OR MARKED PARKING SPACES ON THE SUBJECT PROPERTY WITHOUT PRIOR APPROVAL OF THE DEVELOPER AND PROPERTY OWNER 13. NO STORAGE OF MATERIAL IS ALLOWED OUTSIDE OF PROJECT LIMITS 14. MAINTAIN VISIBILITY & ACCESSIBILITY TO FIRE HYDRANTS & BUILDING FIRE DEPARTMENT CONNECTIONS AT ALL TIMES 15. GOOD HOUSEKEEPING PRACTICES SHALL BE MAINTAINED BY CONTRACTOR AT ALL TIMES 16. ALL BROKEN ASPHALT, CONCRETE, & DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR & SHALL BE PROPERLY DISPOSED OF OFF-SITE. 17. ANY EXISTING IMPROVEMENTS THAT ARE TO REMAIN, BUT ARE DAMAGED BY CONTRACTOR, SHALL BE REPAIRED PRIOR TO COMPLETION OF CONTRACT ABREVIATIONS LEGEND (N) NEW PROPOSED EXISTING SANITARY SEWER S s STORM SEWER ST ST .- FOOTING DRAIN FD FD DOMESTIC WATER W_ _._w_ __ .... ,,.u..,. IRRIGATION WATER IRR IRR GAS G 00 BURIED POWER P p OVERHEAD POWER OHP :AHP - -- OHP- CABLE/DATA CABLE / DATA DATA DATA FENCE X..... Y� SEWER MANHOLE O (541) 746-0637 dann@branchengineering.com SEWER CLEANOUT • roc STORM MANHOLE O Ou STORM CATCH BASIN ❑ F- STORM CURB INLET N CL WATER VALVE N WATER METER is FIRE HYDRANT POWER TRANSFORMERFp o 1-7p POLE MOUNTED AREA LIGHT 1 -o- 1 -- I POLE MOUNTED SIGN -�- - ABREVIATIONS j�� i /1�� J (N) NEW (E) EXISTING (503)552-8079 @ AT DWG DRAWING W BTM BOTTOM BRAD STANGELAND, DF DOUGLAS -FIR LARCH o F.F. FINISHED FLOOR ATTENTION EXCAVATORS, CALL BEFORE YOU DIG: EA. EACH EUGENE, OR 97VERSITY 03T MIN. MINIMUM W MAT'L MATERIAL Lu NTS NOT TO SCALE 00 READ REQUIRED V'� `� TYP. TYPICAL CENTER. THOSE RULES ARE SET FORTH W OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY U.N.O. UNLESS NOTED OTHERWISE DANIEL NELSON, PLS BRANCH ENGINEERING, INC. W/ WITH ` 310 5TH STREET T17S. R03W. SEI/4, SWI/4, SEC. 25, LOT 4401 CITY OF SPRINGFIELD, LANE COUNTY, OREGON AREA SITE PLAN C0.0 1" = 30' (*'_�2 VICINITY MAP �-o NTS PROJECT TEAM DEVELOPER CHRIS STEWART STEWART AND SONS ENTERPRISES INC DBA DUTCH BROS COFFEE 4660 MAIN ST, BUILDING D, SUITE 660 SPRINGFIELD, OR 97478 (541) 517-8558 chris.stewart@dutchbros.com PROPERTY OWNER -1- � w - MOHAWK PARTNERS, LLC 2888 CRESCENT AVE EUGENE, OR 97408 CIVIL ENGINEER BRANDON SMITH, PE SMITH ENGINEERING, LLC 1291 SARDINE CREEK RD GOLD HILL, OR 97525 (360) 434-3148 brandon@smitheng.co ARCHITECT JASON D GNICH, AIA GNICH ARCHITECTURE STUDIO SHEET INDEX C0.0 COVER PAGE C0.1 EXISTING CONDITIONS (TOPO SURVEY) C0.2 EROSION & SEDIMENT CONTROL NOTES & DETAILS C0.3 EROSION CONTROL PLAN C1.0 SITE PLAN C1.1 CONSTRUCTION PHASING PLAN C2.0 GRADING PLAN C3.0 PRIVATE UTILITY PLAN C3.1 SITE LIGHTING PLAN C4.0 CITY & SUB STANDARD DRAWINGS C5.0 SITE CONSTRUCTION DETAILS APPROVAL: APPROVAL: CABLE N-COMCAST U j�� i /1�� J IVVI JC JMIN LJT DLV U,JUIIC IUU PORTLAND, OR 97214 W J (503)552-8079 LANDSCAPE ARCHITECT W BRAD STANGELAND, 0_ o STANGELAND &ASSOCIATES, INC 2150 ATTENTION EXCAVATORS, CALL BEFORE YOU DIG: S{�r`�U,�d� M�jo� EUGENE, OR 97VERSITY 03T LO W (541)484-7367 Lu � s 00 OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION V'� `� SURVEYOR CENTER. THOSE RULES ARE SET FORTH W OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY W DANIEL NELSON, PLS BRANCH ENGINEERING, INC. OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY ` 310 5TH STREET QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER SPRINGFIELD, OR 97477 AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING ANY EXCAVATION. CALL 503-246-6699 �_-CD (541) 746-0637 dann@branchengineering.com SHEET INDEX C0.0 COVER PAGE C0.1 EXISTING CONDITIONS (TOPO SURVEY) C0.2 EROSION & SEDIMENT CONTROL NOTES & DETAILS C0.3 EROSION CONTROL PLAN C1.0 SITE PLAN C1.1 CONSTRUCTION PHASING PLAN C2.0 GRADING PLAN C3.0 PRIVATE UTILITY PLAN C3.1 SITE LIGHTING PLAN C4.0 CITY & SUB STANDARD DRAWINGS C5.0 SITE CONSTRUCTION DETAILS APPROVAL: APPROVAL: CABLE N-COMCAST U F__ J w J W U 0_ o 0 O LO W Z Lu cl*4 ;� 00 Z d - W U O co W' w O �_-CD ,co z w roc UJ U C/) O F- 0 N CL 0 z N G U) o :DLO EXPIRES: 6/30/20 � 1 1 F__ w W U 0_ J m O W Z cn 0 w O w_ m U = UJ U C/) O F- 0 CL 0 EXPIRES: 6/30/20 � 1 1 J 0_ m O 0 - w_ 0 = LL Q C/) 0 z N Q o :DLO V_ I EXPIRES: 6/30/20 � 1 1 PROPERTY LINE -� 466 CONTOUR LINE am— mm SOS STORM DRAIN LINE ° Vt WASTEWATER LINE ° BUILDING EAVE LINE —OH'— OVERHEAD WIRE — — — — — — — EASEMENT LINE FENCE LINE -�-�--� DECK BUILDING FOOTPRINT CONCRETE \I�I,LAWN H IWl STORMORAIN MANHOLE �G w U a�LO Q X J WASTEWATER MANHOLE CL Lu Z O CLEANOUT +++ ry LU x d - GUY WIRE U O CY) +GQ� Lu O v POWER POLE X =BR= BIKE RACK Q C/)O 0 WHEEL STOP C/) C/)Q O H OC N IL 0 04 w 75G Z Lu L6 <C V_ C/ c) r� �t f �t 3 PROPERTY LINE -� 466 CONTOUR LINE am— mm SOS STORM DRAIN LINE ° Vt WASTEWATER LINE ° BUILDING EAVE LINE —OH'— OVERHEAD WIRE — — — — — — — EASEMENT LINE FENCE LINE -�-�--� DECK BUILDING FOOTPRINT CONCRETE \I�I,LAWN DECIDUOUS TREE TOP OF ASPHALT BENCHMARK ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN ON MARCH 5, 2019 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 124(NAV088) TDP OF CURB NOTES 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF TOP OF CONCRETE VISIBLE FACILITIES LOCATED ABOVE GROUND, AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. 2. ALL DISTANCES SHOWN ARE IN FEET, 3. BEARINGS BASED ON OREGON COORDINATE REFERENCE SYSTEM - E'UGENE PROJECTION 2011 EPOCH 2010 4, THIS DOES NOT CONSITTUTE A BOUNDARY SURVEY. PROPERTY LINES BASED ON FIELD TIES TO MONUMENTS SHOWN FROM CSF 39567 & COUNTY ASSESSORS DESCRIPTION CARD. IC SURVEY COMPLETED BY: ,ra ch Aff FG I N E E R I N G Sine 1977 it * transportation ictural • geotechnical SURVEYING 310 5th street Springfield, OR 97477 p: 541.746.0637 ,.BranchEngineering.com pringfield OR I Albany OR 20-0000►5 �� �Y1�vi ►�rnum ��o��ev�k S�u,r�dards' l�o� GRAPHIC SCALE 10 0 5 10 20 4 IN FEET U H IWl STORMORAIN MANHOLE �G w U a�LO Q X J WASTEWATER MANHOLE CL Lu Z O CLEANOUT +++ ry LU x d - GUY WIRE U O CY) +GQ� Lu O v POWER POLE X =BR= BIKE RACK Q C/)O 0 WHEEL STOP C/) DECIDUOUS TREE TOP OF ASPHALT BENCHMARK ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN ON MARCH 5, 2019 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 124(NAV088) TDP OF CURB NOTES 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF TOP OF CONCRETE VISIBLE FACILITIES LOCATED ABOVE GROUND, AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. 2. ALL DISTANCES SHOWN ARE IN FEET, 3. BEARINGS BASED ON OREGON COORDINATE REFERENCE SYSTEM - E'UGENE PROJECTION 2011 EPOCH 2010 4, THIS DOES NOT CONSITTUTE A BOUNDARY SURVEY. PROPERTY LINES BASED ON FIELD TIES TO MONUMENTS SHOWN FROM CSF 39567 & COUNTY ASSESSORS DESCRIPTION CARD. IC SURVEY COMPLETED BY: ,ra ch Aff FG I N E E R I N G Sine 1977 it * transportation ictural • geotechnical SURVEYING 310 5th street Springfield, OR 97477 p: 541.746.0637 ,.BranchEngineering.com pringfield OR I Albany OR 20-0000►5 �� �Y1�vi ►�rnum ��o��ev�k S�u,r�dards' l�o� GRAPHIC SCALE 10 0 5 10 20 4 IN FEET U H z Lu w U a�LO Q J m CL Lu Z W N QO ry LU rn d - LU U O CY) W Lu O v w= CLO O Z Q C/)O 0 C-0LLQ M C/) C/)Q O H OC N IL 0 04 w 75G Z Lu H z Lu w U Q J m CL Lu U 0 Z Q z F— O C/) O <C ry CLO m U U uj U C/) C/)Q O H OC � IL 0 0 W O m O F_ U z O F - z - O Lu Z <C Lu CLO U LL O C/) C/)Q Lu Z 0 O UJI0 04 w CL Z 0 m Q Lu <C Lu LL C/)Q 0 O UJI0 04 Z Lu L6 <C V_ C/ c) EROSION & SEDIMENT CONTROL NARRATIVE: THE EROSIONCONTROL MEASURES PROPOSED HAVE BEEN DEVELOPED TO MEET THE REQUIREMENTS OF THE CITY OF SPRINGFIELD THE DISTURBANCE LIMITS COVER LESS THAN 1 ACRE, THUS THE PROJECT WILL BE COVERED UNDER THE OREGON DEQ 1200 -CN PERMIT ADMINISTERED BY THE CITY OF SPRINGFIELD TOTAL DISTURBED AREA OF PROJECT: 5,400 SF (0.12 AC) CITY OF SPRINGFIELD STANDARD. EROSION CONTROL PLAN NOTES. 1 . PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH LDAP STAFF IS REQUIRED. ISSUANCE OF THIS PLAN DOES NOT RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM ALL OTHER PERMITTING REQUIREMENTS. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY APPROVALS SHALL BE OBTAINED 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DOES NOT LEAVE THE SITE 3. THE IMPLEMENTATION OF THE ESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT HOLDER AND OR THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED AND VEGITATION / LANDSCAPING IS ESTABLISHED 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE PERMIT HOLDER AND OR THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION 5. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECTED AND MAINTAINED DAILY AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. MEASURES SHALL BE INSPECTED BY THE PERMIT HOLDER AND OR THE CONTRACTOR AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL BE MADE IMMEDIATELY. THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE INSPECTED A MINIMUM OF ONCE EVERY TWO (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT 6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT RE -VEGETATION HAS BEEN STABILIZED. ANY MEASURE THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIATELY 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH AN APPROVED ESC METHOD (SEEDING & MULCHING WITH STRAW, BARK, COMPOST, OR PLASTIC COVERING, ETC.) 8. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY INSPECTOR TO INSURE PUBLIC RIGHT-OF-WAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET FLUSHING IS PROHIBITED 9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER -TIGHT TRUCKS SHALL BE USED OR LOADS SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN WATER WILL NOT BE ALLOWED TO ENTER THE STORM WATER SYSTEM 10. EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT PROPERTY, CITY'S STORM WATER SYSTEM, WATER FEATURES, AND RELATED NATURAL RESOURCES. APPROVAL OF A DEWATERING SYSTEM DOES NOT GUARANTEE THAT IT WILL MEET COMPLIANCE OR BE ACCEPTABLE FOR USE IN ALL SITUATIONS. MODIFICATIONS TO THE DEWATERING SYSTEM WILL BE REQUIRED IF COMPLIANCE CAN NOT BE MET. AT NO TIME WILL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE 11. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE LDAP OR OTHER BEST MANAGEMENT EROSION PRACTICES UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE 12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINTS, THINNERS, FUELS AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE, ADJACENT PROPERTIES, OR INTO WATER FEATURES, THE CITY'S STORM WATER SYSTEM, OR RELATED NATURAL RESOURCES 13. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) �'1i�imvLm i)evcC�Pvn-e�� �iu�dc�rd5- �a�ro� FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ............ . -to .....-.... .... SEE NOTE NO. 3 EROSION CONTROL BARRIER REQUIRED CSD TOE OF SLOPE. PLASTIC SHEETING 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. 2. BARRIER REQUIRED ® TOE OF STOCK PILE. 3. COVERING MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR APPROVED EQUAL ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. 4. PLASTIC TO EXTEND MINIMUM 1' BEYOND TOE OF SLOPE PLASTIC SHEETING oanvnNc No. 810 CATC CATCH E STORM PIPE -44?;aemWaterSeivices FILTER SACK CATCH BASIN INSERT NOTE: 1. RECESSED CURB INLET CATCH BASINS MUST BE BLOCKED WHEN USING FILTER FABRIC INLET SACKS. SIZE OF FILTER FABRIC INLET SACKS TO BE DETERMINED BY MANUFACTURER. INLET PROTECTION TYPE 5 DRAWING NO. 920 REVISED 12-16 EXPANSION RESTRAINT FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 4; aemWcrkr$erViCes NOTES: EXISTING GRADE 1. WASHOUT FACILITIES SHALL BE 3' BY 3' MIN AT MAINTAINED TO PROVIDE ADEQUATE BOTTOM OF HOLDING CAPACITY WITH A MINIMUM WASHOUT TO FREEBOARD OF 12 INCHES. CONTAIN A CONCRETE q 2. WASHOUT FACILITIES MUST BE Lu Z CLEANED, OR NEW FACILITIES MUST N ti 00 BE CONSTRUCTED AND READY FOR W cr) USE ONCE THE WASHOUT IS 75% W FULL. ' 3. IF THE WASHOUT IS NEARING J Ce CAPACITY, VACUUM AND DISPOSE ® = OF THE WASTE MATERIAL IN AN z W < ( APPROVED MANNER. CD M 4. TEMPORARY CONCRETE WASHOUT 0 O F_ FACILITIES SHALL BE LOCATED A N Ur MINIMUM OF 50 FT FROM SENSITIVE 9' BY 9' MIN TO AREAS INCLUDING OPEN DRAINAGE Z FACILITIES AND WATERSOURSES. CONTAIN CONCRETE 5. CONCRETE WASHOUT FACILITIES PLAN SHALL BE CONSTRUCTED AND NOT TO SCALE W MAINTAINED IN SUFFICIENT U) QUANTITY AND SIZE TO CONTAIN PLYWOOD � ALL LIQUID AND CONCRETE WASTE 48" BY 24" Ca GENERATED BY WASHOUT CONCRET PAINTED WHITE OPERATIONS. WASHOUT CL AREA BLACK LETTERS 6. INSTALL CONCRETE WASHOUT SIGN 6" HEIGHT WITHIN 30 FEET OF TEMPORARY CONCRETE WASHOUT FACILITY. 72" 36" 7. TEMPORARY CONCRETE WASHOUTS MAY BE A PREFABRICATED CONTAINER THAT IS PORTABLE AND REUSABLE. CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) NOT TO SCALE EXCAVATED MATERIAL ROCK WITH A SLOPEPERIMETER BERM MINIMUM 8" DEPTH won is MI q --.1p-4111104111 Al -1-11-11�-Il=rel=11--11.=�1- ,- _ _ � U 1�"i"u�["ll[I"llli" RF"-II.`-'I � -: - - - -- - '-' �II�11�11�11�11�t1�1 .r=ll�il�li� Il�il�lhlicll�ll�licli: 3' BY 3' MIN TO CONTAIN CONCRETE EXISTING GRADE SECTION A -A NOT TO SCALE CONCRETE WASHOUT aemWater Services DRAWING NO. 900 REVISED 12-16 FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION AND SEDIMENT PLANNING AND DESIGNO MANUAL. S P'GG�S ••' 'a � • 0' G �Q • v A. RADIUS = 25' MIN. p. ° • : D • a ; CLEAN PIT RUN OR 3"- 6" CLEAN ROCK ss�GR�S �l SUBGRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED P� 8" MIN. DEPTH *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL GRAVEL CONSTRUCTION ENTRANCE r- CURB RAMP NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF- WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED FILTERING SYSTEM. 5. DIMENSIONS SINGLE FAMILY 20' LONG BY 20' WIDE 8" DEEP OF V' MINUS CLEAN ROCK. COMMERCIAL 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO PREVENT SUB -SOIL PUMPING. CONSTRUCTION ENTRANCE oanwwc no. 855 REVISED 12-16 aemWateerServices U H W 0 J ry W � Q O CL Lu Z Se w N ti 00 W cr) Q W 0M ' W Z Z J Ce Q ® = qt p z W < ( o CD M �- 0 O F_ 0 N Ur � D Z w O� U M 0 .lm H W 0 J ry W � Q O CL Lu DC H Z Q W C/) U) C/) O Q ® m W U � Lu U �- 0 O F_ 0 � D .lm J 0 J ry � Z O O U H Z W U) W J Q ® W � � Q �- 0 W 0 Z w O� 0 M 0 W U) uj < � fn O Ca CL W Z .lm e�REp PROFESS �G�NF� 10 FdIEGON w 2 tip0 5� N A 0_e' EXPIRES: 6/30/20 C0.2 0 J � m O W Q W = LL Q C/)z� 0 0 wi WL6 0 M < � fn CO Ca e�REp PROFESS �G�NF� 10 FdIEGON w 2 tip0 5� N A 0_e' EXPIRES: 6/30/20 C0.2 ("_1 EROSION CONTROL PLAN C0.3 1" =10' 0 EROSION &SEDIMENT CONTROL NOTES PRIOR TO GROUND -DISTURBING ACTIVITY 1. INSTALL CATCH BASIN INLET PROTECTION PER STANDARD DRAWING ON SHEET C0.2 2. INSTALL ORANGE CONSTRUCTION FENCE IN 5' RADIUS AROUND EXISTING STREET TREE TO REMAIN. WORK WITHIN FENCE ONLY AS DIRECTED BY LANDSCAPE ARCHITECT ONSITE AFTER SAWCUT & ASPHALT REMOVAL 3. INSTALL 30'x12' CONSTRUCTION ENTRANCE PER STANDARD DRAWING ON SHEET C0.2. REMOVE & REPLACE AS NECESSARY FOR WATER LINE INSTALL, ETC 4. GRADE TO PROVIDE 4 MINIMUM LIP ON ALL SIDES OF PROJECT TO CONTAIN SEDIMENT LADEN STORM AND/OR GROUNDWATER WITHIN PROJECT LIMITS. WATER SHALL BE ALLOWED TO SETTLE SEDIMENT OUT IN TANKS IF INFILTRATION RATE IS INADEQUATE 5. INSTALL CONCRETE WASHOUT BASIN PER STANDARD DRAWING ON SHEET C0.2 6. CLEAN ANY TRACK -OUT ON ASPHALT WITH SWEEPING OR DRY VACUUMING NOTE: COORDINATE TRAFFIC DISRUPTIONS WITH DUTCH BROS & MOHAWK TAVERN STAFF AT ALL TIMES ut Lanw oi_ 'M� 1��J G c4 rl i � y ofiginal SubmittaL__O� U F— Z W J W U � Q J (D CL Lo W Z W N Lo r" 00 W O d - W U W w' 0 Q w_ CD z W Qoto � uj c to 0 F_ = N 0 � c� G z w U3 C-0CD z Q J 0 z � O z 0 � U Z Lu 0 o ujO Q ry CL w F— Z W J W U � Q J m CL W Z Q E— C/) 0 Q W m U uj U to O F_ D_ O W z Q J 0 z � O z 0 � U Z Lu 0 o ujO Q ry CL w EXPIRES: 6/30/20 C0.3 0 J � m 0 Lu Q W to 0(_q p O W z w ® C-0CD , r- aC � co c/) o EXPIRES: 6/30/20 C0.3 1 SITE PLAN C1.0 1" =10' 0 SITE PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 15 19. 20 21 22 23 24 25 26. 27. 28. 29. 30. 31. 32. (N) SITE -BUILT DUTCH BROS BUILDING. SEE ARCHITECTURAL DWGS (E) PRE -FABRICATED DUTCH BROS BUILDING TO BE REMOVED. SEE SHEET C1.1 FOR CONSTRUCTION PHASING (N) AC PAVING SECTION PER DETAIL #1/C5.0 (N) CONCRETE PAVING SECTION PER DETAIL #2/C5.0 (N) 4" CONCRETE SIDEWALK PER DETAIL #3/C5.0 (N) 4" DECORATIVE CONCRETE SIDEWALK. SEE LANDSCAPING PLANS FOR FINISHING DETAILS (N) CONCRETE CURB PER DETAIL #4/C5.0. ALL CURB IS 6" TALL EXPOSED FACE UNLESS NOTED OTHERWISE ON GRADING PLAN (N) LANDSCAPING & IRRIGATION PER LANDSCAPING PLANS ACCESSIBLE SIDEWALK RAMP. MAX. LONG SLOPE = 8.3%. PROVIDE 4' MIN. CLEARANCE FROM EDGE OF RAMP TO (E) SIGN POLE (E) STRIPING TO REMAIN (N) ACCESSIBLE PARKING SYMPOL IN (E) PARKING SPACE (N) 4" WIDE PAINTED LINE (YELLOW) (N) PAINTED CLEAR AREA. 4" WIDE LINES @ 24" O.C. DIAGONALLY (YELLOW) (N) 6" STEEL BOLLARD, CONCRETE FILLED W/ COVER PER ARCHITECTURAL DWGS (N) POST MOUNTED MENU BOARD PROVIDED BY OWNER. SEE ARCHITECTURAL DRAWINGS FOR ORIENTATION, BASE, & MOUNTING REQUIREMENTS (N) CONCRETE STAIRS. SEE GRADING PLAN FOR ADDITIONAL INFO (N) HANDRAIL BOTH SIDES OF STAIRS. SEE DETAIL #5/C5.0 (E) POLE MOUNTED SIGN TO BE RE -PANELED PER PROPERTY OWNER UNDER SEPARATE PERMIT (N) DUTCH BROS DRIVE-THRU LANE PROPERTY LINE, TYP. MATCH (N) AC PAVING TO (E), TYP. SAWCUT, REMOVE & REPLACE AC PAVING FOR UTILITY INSTALL, TYP. (E) 5' WIDE SANITARY SEWER EASEMENT (E) 3' WIDE SANITARY SEWER EASEMENT (N) ROOF STRUCTURE OVER (E) TRASH ENCLOSURE PER ARCHITECTURAL DWGS (N) PAINTED DIRECTIONAL ARROW (YELLOW), TYP. (N) PAINTED DIRECTIONAL ARROW & "DRIVE THRU" LETTERING (12" TALL, YELLOW), TYP. (E) CONCRETE DRIVEWAY & SIDEWALK IN R.O.W. TO REMAIN. PRESSURE WASH PRIOR TO PROJECT COMPLETION (N) CONCRETE SIDEWALK TRANSITION. MATCH (E) SIDEWALK SLOPE TO BOTTOM OF RAMP END CURB W/ 2H:1V SLOPE TRANSITION (N) ULINE 3 -LOOP WAVE BIKE RACK IN LINE W/ (E) BIKE RACK. PROVIDE 8"0 x 12" DEEP CONCRETE FOOTING AT EACH POST. PAINT BOTH BIKE RACKS TO MATCH. COLOR PER OWNER REMOVE (3) (E) PARKING BUMPERS NOTE: ALL CONSTRUCTION PHASING PER SHEET C1.1. KEY NOTING ON THIS SHEET IS NOT CHRONOLOGICAL t a 2020 eiginal Submittal__�m_ U J � (D Q U-) tV m d' W Uoc� W' Z z J v W = ,co O Z W Q � ® __j (.0 c/)= O = N 0 75;L6 G Z L1J r mma aloo maim EXPIRES: 6/30/20 Awl J � m Q W W 0i X: U- Q c/)= O o LIJ 75;L6 Z L1J Qc:) �C/) o EXPIRES: 6/30/20 Awl CONSTRUCTION PHASING PLAN 1"=10' Q PHASE I -CONSTRUCTION 1. (E) DUTCH BROS STAND TO REMAIN OPERATIONAL W/ (1) DRIVE-THRU LANE THROUGHOUT PHASE 1 2. INSTALL ALL REVISED STRIPING ADJACENT TO TAVERN 3. SAWCUT & REMOVE PHASE I ASPHALT. PROTECT (E) CITY SIDEWALK, UTILITY POLE, MANHOLE COVER & RIM, POLE SIGN, & ALL OTHER UTILITIES IN THIS AREA 4. INSTALL ALL EROSION CONTROL BMPs PER SHEET C0.3 5. INSTALL (N) BURIED DATA LINE FROM (E) UTILITY POLE TO TAVERN BUILDING & PUT INTO SERVICE PER DRY UTILITY KEY NOTE #3 ON SHEET C3.0. TRENCHING SHALL OCCUR AFTER BUSINESS HOURS FOR DUTCH BROS & THE TAVERN. PLATE TRENCHES AS REQ'D 6. REMOVE (E) OVERHEAD DATA LINE FROM (E) UTILITY POLE TO TAVERN PER DRY UTILITY KEY NOTE #4 ON SHEET C3.0 7. CONSTRUCT (N) DUTCH BROS BUILDING PER ARCHITECTURAL DRAWINGS. BUILDING SHALL BE READY FOR TURNOVER TO DUTCH BROS EXCEPT FOR POWER & GAS CONNECTIONS BEFORE MOVING TO PHASE II 8. INSTALL TRASH ENCLOSURE COVER PER ARCHITECTURAL DRAWINGS 9. INSTALL THE FOLLOWING UTILITIES: SANITARY SEWER - COMPLETE WATER - COMPLETE GAS - PARTIAL (ALL EXCEPT UNDER (E) DUTCH BROS STAND) DATA - COMPLETE POWER & DATA TO MENU BOARD - COMPLETE IRRIGATION - COMPLETE 10. INSTALL CONCRETE CURBS, SIDEWALK, DRIVEWAY PAD, & STAIRS 11. INSTALL LANDSCAPING, SITE FURNITURE, BIKE RACK, & HANDRAILS E PHASE 11 - CONSTRUCTION - 5 WORKING DAYS MAX 1. CONTRACTOR SHALL NOTIFY ENGINEER & DEVELOPER (2) WEEKS PRIOR TO ANTICIPATED START OF PHASE II WORK. DEVELOPER WILL GET PROPERTY OWNER APPROVAL PRIOR TO BEGIN PHASE II (1) WEEK BEFORE ANTICIPATED START OF PHASE II WORK. ALL PHASE I WORK SHALL BE COMPLETE BEFORE NOTIFICATION & SCHEDULING 2. MAINTAIN ACCESS TO TAVERN THROUGHOUT PHASE 11. INSTALL PEDESTRIAN DETOUR SIGNAGE & MARKINGS 3. INSTALL REMAINDER OF GAS LINE & PRESSURIZE PER NW NATURAL 4. INTERCEPT (E) BURIED POWER & CONNECT TO (N) DUTCH BROS BUILDING W/ SUB INSPECTIONS 5. INSTALL ELECTRICAL METER & ENERGIZE (N) DUTCH BROS BUILDING. TURN OVER BUILDING TO DUTCH BROS FOR OPENING PREPARATIONS 6. REMOVE (E) DUTCH BROS STAND & DECOMISSION UTILITIES (WATER, SEWER, POWER). CONTRACTOR SHALL REMOVE & DISPOSE OF STAND AFTER DUTCH BROS STAFF REMOVES ALL EQUIPMENT 7. SAWCUT & REMOVE PHASE it ASPHALT 8. INSTALL ALL AC PAVING 9. INSTALL ALL REMAINING PAVEMENT MARKINGS VM u o -V ki Date Received JAN 2 2 1 i! U H Z J W �I uiU Q J Lo W � W N u') 00 NZ I.L W 00 c1 W U) O v w= O Z W QC)( CY) UJ U O I— N � a_ M � C� G U) m O C/) O W �z_ n Co o Cr V- v ��EESS ? �G�NF� NpPRop OREGON" 5 oON ALLEN EXPIRES: 6/30/20 C1.1 H Z W uiU Q J W D U) O � H m U UJ U O I— w M a_ M m O C/) O W �z_ n Co o Cr V- v ��EESS ? �G�NF� NpPRop OREGON" 5 oON ALLEN EXPIRES: 6/30/20 C1.1 ('TGRADING PLAN C2.0 1" =10' (*'-2STAIR GRADING DETAIL C2.0 1" = 5' R NOTES RISER HEIGHTS = 0.52'(6.25") STAIR RISERS SHALL BE UNIFORM HEIGHT STAIR TREADS SHALL BE FINISHED TO PREVENT COLLECTION OF WATER (1% MAX SLOPE DOWN TOWARD BOTTOM OF STAIRCASE) STAIR NOSING SHALL HAVE A 1/2" MAX. RADIUS TOOLED EDGE STAIRS SHALL HAVE A BROOM FINISH U i • m .. Q CD w L0 LIJ tV rV w M d' w (�)OM ' Lu Z z Q = o Z m GRADING ABBREVIATIONS toW O -17 N U' ME MATCH (E) ELEVATION 75 J p PROF ��� �G�NFcc �o FA , ' �v 896 117 ON AN �o N �- V N A LLQ 9 Ch EXPIRES: 6/30/20 �; �.�1�;-fir'.°.'. Date Received C2mO JAN 2 2 2020 Odginal. ` 1 i • m z � • p PROF ��� �G�NFcc �o FA , ' �v 896 117 ON AN �o N �- V N A LLQ 9 Ch EXPIRES: 6/30/20 �; �.�1�;-fir'.°.'. Date Received C2mO JAN 2 2 2020 Odginal. ` 1 m z � cn Q Q m GRADING ABBREVIATIONS FF FINISHED FLOOR ME MATCH (E) ELEVATION Q J TBC TOP BACK OF CURB m O AC TOP OF ASPHALT TC TOP OF CONCRETE W TG TOP OF GRAVEL SURFACING Q w H TR TOP OF STAIR RISER W o (D n N TW TOP OF WALL Z w BW BOTTOM OF WALL Q M Q CQ L6 V-- C) < U-) � v- U7 _ o p PROF ��� �G�NFcc �o FA , ' �v 896 117 ON AN �o N �- V N A LLQ 9 Ch EXPIRES: 6/30/20 �; �.�1�;-fir'.°.'. Date Received C2mO JAN 2 2 2020 Odginal. ` 1 1 PRIVATE UTILITY PLAID C3.0 1" =10' Q SANITARY SEWER NOTES U a 1. CONNECT TO (E) 8" CONCRETE SEWER MAIN PER CITY STANDARD DWG 4-7 ON SHEET C4.0 V LO IE (E) 8" = 460.0± zLO W 04 QO IE (N) 4" LATERAL BEFORE DROP = 461.0± W O 'tet 2. (N) 4" O SANITARY SEWER PIPE (3034 PVC) W w M L=S.T W W O d' S=0.155(15.5%) z z J M 3. (N) SANITARY SEWER CLEANOUT PER CITY STANDARD DWG 4-4 ON SHEET C4.0 _ 4. (N) SHIER GB -50 50 GPM GREASE INTERCEPTOR INSTALLED BELOW GRADE z Q Q O IE IN = 463.54 (4 PLAIN END) W O IE OUT = 463.54 (4" PLAIN END) = N RIM = 466.12 (W/ RISER = 18" ±} �- BASE = 462.23 75 5. (N) 4" 0 SANITARY SEWER PIPE (3034 PVC) W L = 8.1' S = 0.020 (2%) 6. (N) 4" 0 SANITARY SEWER PIPE (3034 PVC) L = 10.7' S=0.155(15.5%0) 7. CONNECT 4" BLACK WATER LINE TO 4" DISCHARGE FROM G. I. W/ 45° WYE (3034 PVC) W I E = 461.88 7_5 8. (N) 4" 0 "BLACK WATER" SANITARY SEWER PIPE (3034 PVC) V L = 15.8' Q S=0.115(11.5%) 9. (N) SANITARY SEWER CLEANOUT W/ PLASTIC CAP UNDER STEEL FRAME CASTING AND LLJ FLUSH LID. TYP. EACH SEWER LINE 10. CONNECT EACH SEWER LINE TO BUILDING SEWER PLUMBING z I E = 463.70 H Fx] WATER NOTES o t- m 1. SPRINGFIELD UTILITY BOARD (SUB) TO CONNECT TO (E) 10" AC WATER MAIN & INSTALL W ) = U (N) 3/4" WATER METER PER SUB STANDARD DWG W1.02.1 ON SHEET C4.0 0 2. CONTRACTOR TO INSTALL 3/4 ZURN 975XL REDUCED -PRESSURE BACKFLOW DEVICE PER SUB STANDARD DWG W2.00 & INSTALLATION INSTRUCTIONS ON SHEET C4.0, INSTALL ABOVE GRADE IN DEKORRA PRODUCTS MODEL 301 ENCLOSURE (OR APPROVED EQUAL) PER ALL MANUFACTURER RECOMMENDATIONS 3. (N) 1-1/4" PEX (C904) OR 1-1/4" CPVC WATER LINE, TYP. 24" MIN. COVER. L = 130'± (185' FOR LONGEST RUN IN BUILDING) FIXTURE UNITS = 29.5 ASSUMED SYSTEM PRESSURE= 46-60 PSI MAX FIXTURE UNITS FOR 3/4" METER & 1-1/4" SUPPLY = 39.0 4. P.O.E. TO BUILDING. INSTALL 1-1/4" BALL VALVE IN STEEL FRAME CASTING W/ FLUSH LID Ax DRY UTILITY NOTES 1. INTERCEPT (E) BURIED CONDUIT & EXTEND POWER SERVICE TO (N) DUTCH BROS BUILDING 2. (N) BURIED DATA LINE FROM (E) POLE TO (N) DUTCH BROS BUILDING PER SERVICE z J PROVIDER 3. (N) BURIED DATA LINE FROM (E) POLE TO (E) TAVERN BUILDING PER SERVICE PROVIDER �- 4. (E) OVERHEAD DATA LINE TO (E) TAVERN TO BE REMOVED AFTER (N) SERVICE IS z INSTALLED PER NOTE #3 0 E- J 5. PROVIDE POWER & DATA TO (N) MENU BOARD AS REQ'D BY OWNER 6. (N) GAS SERVICE TO (N) DUTCH BROS BUILDING PER NW NATURAL 7. (N) GAS METER & GAS SERVICE P.O.E. TO BUILDING W Lij W Q > Q W NOTE: ALL CONSTRUCTION PHASING PER SHEET C1.1. KEY NOTING ON THIS SHEET IS NOT CHRONOLOGICAL m z Q Q m J ILL m 'S _j Q W Lu H a pw U) LLJ O Z Q o N W . 0 CM � CD �sp uly PROF 11Z& C' r 896r ON � Fe �2 2,Date Received 5� SON AL EXPIRES: 6/30/20 JAN 2 2 2021 original Sb , it -S)ia■ SITE LIGHTING PLAN III =10' Ax LIGHTING NOTES 1. SOFFIT MOUNTED LED STRIP LIGHT PER ARCHITECTURAL DRAWINGS, TYP. (2) EACH 2. DECORATIVE LED WALL PACK PER ARCHITECTURAL DRAWINGS, TYP. (4) EACH 3. LED WALL PACK PER ARCHITECTURAL DRAWINGS 4. BUILDING -MOUNTED BACKLIT SIGN PACKAGE UNDER SEPARATE PERMIT. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION 5. POLE -MOUNTED BACKLIT MENU BOARD. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION J_v v )vk I olmirywm C.7 0, vis _A S �?� q of i� PROp SO G EGON X\ �<o t% 2, ?�CJN 01V A LIEN EXPIRES: 6/30/20 C3.1 0 Lo Lo rZ' 00 LLJ M uJ U 0 co 1 Lu - ..Zt CY) Lu .qt c:) Lu < C/) _j co cy') V_ 0 -17 g) (D — 04 V_ 04 75 Lu U) M PROp SO G EGON X\ �<o t% 2, ?�CJN 01V A LIEN EXPIRES: 6/30/20 C3.1 0 Lu Lu LLeZ 0 CD Lu 04 2 Lu M L6 CD Lo �r_ cn cn C:o PROp SO G EGON X\ �<o t% 2, ?�CJN 01V A LIEN EXPIRES: 6/30/20 C3.1 PVC P is 44,NUFACTUREO 45 DEC. WYE PVC Sr Pvc 4PE I./$ BEI INSTALL 1,/3 INCH i}IA. 'HOT THROUGH MECHANICAL PLUG PLUG ROLE. WITH SILVAN€ CAULKING MECH,± 4CAL PLUG` C C EttCREI E 0 'Al - G4 O 5' MIN. ------------------ .... r- -------------- ---- - i-■--- MECHANICAL, PLUG r � r Y 02 RE iSicrt E CITY of SpRrNGFrELD DEPT. OF PUBLIC 1 ORK 22� irt�i ss>�r ,J' T1�NDARD SANITARY YE �LEAI��UT WITH TEEL Q. N . S � 4-1 —1y CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS 225 FIFTH STREET SPRINGFIELD, OR. 97477 — PIPE CONNEC{IONS STANDARD DRAWING 4-7 FOWLER -TYPE TEE 0 R EQ UAB_... .AST---- I R O N ` ........................ J]>i._ . lA:',w.ub " I F i �v . -RUGtSKST UBE FD \1 � E � CORE PLUG MUST f EE' BAND BE RETRIEVED 5/ NG _REVISION tiA,'E 1 BY 1APPR. CITY OF SPRINGFIELD DEPT. OF PUBLIC WORKS 225 FIFTH STREET SPRINGFIELD, OR. 97477 — PIPE CONNEC{IONS STANDARD DRAWING 4-7 ENGINEERING: A- - REVISED: 01 -23-2018 . �., a '< M, y.r, c r^ � 4 1 3 ! 'i t ..�. ....i. �. :. ,,. ,.,.s �,.>.... ..:<<: ,.�.. .;i. ... i'x :..'..�. ... s'., .1.,< ,,... .l.. .ia ....l. .ta .., .�,.. �.. . ... ., ) ..s ..: �: is t <L.. .,.s... ./ ' %4" METER COUPLING 3 1 519-0714 1" x %4" METER ADAPTER 4 1 519-1000 1" CORPORATION STOP 5 1 519-1002 1" ANGLE METER VALVE 6 LF 567-0100 1 I 1 1 1 t INSTALL MANUFAC BELOW Gt SPLICE LC REFER TO MATERIAL LIST AND NOTES ON BACK TYPICAL MAINLINE SERVICE TAP LOCATIONS )F VER NT SCALE: N.T.S. SPRINGFIELD UTILITY BoARD WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRAWN BY: L.SB 1" x 3/4" METER INSTALLATION NO EXISTING SERVICE W1.02.1 CONSTRUCTION '. - I ENGINEERING: A- - REVISED: 01 -23-2018 . �., a '< M, y.r, c r^ � 4 1 3 ! 'i t ..�. ....i. �. :. ,,. ,.,.s �,.>.... ..:<<: ,.�.. .;i. ... i'x :..'..�. ... s'., .1.,< ,,... .l.. .ia ....l. .ta .., .�,.. �.. . ... ., ) ..s ..: �: is t <L.. .,.s... ./ ATTACHMENT D NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILTY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM STANDARDS. GRADE =WM RIGHT OF WAY/PROPERTY/EASEMENT LINE --- I� 6" MIN i � S S.U.B. I ' WATERo c METER I -- __-- --- ------ I � 6" MIN � OVERHEAD INSTALL,$TION CLEARANCES VIEW I I 3" MIN ` I SUB CUSTOMER T RESPONSIBILITY I RESPONSIBILITY I I I 3" MIN --►� 12" MIN 3" MIN ILIl�I1=ilIALllI1 I S.U.B. I WATER METER PROFILE = IlII VIEW 1V1= SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: - Section XI Pre -Installation Cross Connection Control Requirements - Section XII Location of Backflow Assembly - Section XIII Backflow Assembly Installation Guidelines - Section XIV Post -Installation Cross Connection Control Requirements Sections XI - XIV, in addition to the complete Cross Connection Control Program Requirements, are available at: http://www.subutil.com/water/cross-connection-control-and-backflow-protection/ SCALE: N.T.S. ....w .......... BACKFLOW ASSEMBLY STANDARD DRAWING DRAINING NUMBER DRAWN BY: EJN REDUCED PRESSURE WATER QUALITY BACKFLOW ASSEMBLY 00 ENGINEERING SPRINGFIELD UTILITY noARD 2" & SMALLER REVISED:6 /2 /2015 S:\Drawings\FF\FF11DE90 RPBA 2inch and smaller W2.00.dwq – Jun 02, 2015 – 10:51am Plotted bv: EricN FF DWG. No.: FF11DE90 W1.02.1 - BACK SPECIFICATION NOTE: THE SPECIFICATION REFERENCE(S) PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD CONSTRUCTION SPECIFICATIONS AND ANY OTHER APPLICABLE STANDARD. NOTES: 1. ALL 1" LONG SERVICES CONSTRUCTED ACROSS PUBLIC OR PRIVATE RIGHTS-OF-WAY OR VEHICULAR TRAVEL WAYS SHALL BE INSTALLED INSIDE A 3 INCH SCHEDULE 40 PVC DUCT OR SDR 11 HDPE REFER TO STD. DWG. W1.00. 2. THERE SHALL BE NO SPLICES OR UNIONS IN NEW SERVICE LINES 3. REFER TO SUB STD. DRAWING W1.00 FOR TYPICAL METER BOX INSTALLATION LOCATIONS 4. INSTALL ENOUGH TRACER WIRE TO BE EXTENDED 12" ABOVE GROUND 5. THE CONTRACTOR SHALL ENSURE THAT THE CUTOUTS OR KNOCKOUTS ARE USED PER THE MANUFACTURERS INSTRUCTIONS NO ADDITIONAL CUTTING OR MODIFYING SHALL BE PERMITTED TO THE METER BOX. ANY METER BOX FOUND TO BE DAMAGED, OR MODIFIED SHALL BE REPLACED AT THE CONTRACTORS EXPENSE 6. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAKE EVERY EFFORT TO ENSURE THE METER BOX REMAINS INTACT AND IN GOOD WORKING CONDITION. 31 MINUS BACKFILL SHALL REMAIN CLEAN, AND FREE OF DEBRIS AT ALL TIMES 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO INSTALL THE PRIVATE SIDE PLUMBING LINE INTO THE METER BOX LEVEL AND PLUMB. MATERIAL. LIST No. QUAN. PART No. PART 1 1 515-1000 1" METER BOX 2 1 519-0704 %4" METER COUPLING 3 1 519-0714 1" x %4" METER ADAPTER 4 1 519-1000 1" CORPORATION STOP 5 1 519-1002 1" ANGLE METER VALVE 6 LF 567-0100 1" POLY PIPE 7 1 591-10 x 1" SERVICE SADDLE S 1 OPEN STOCK 3/4 " DISK METER 9 2 NONSTOCK PLASTIC STIFFENER INSERTS 10 LF NONSTOCK TRACER WIRE x rr t' -3 2-+ 4! ` i s ,. �. .{„ .. ♦ v > `�:.f 4.YfI `�!J � ,.: .1. .,.. � .. �. i? L. „..v .,. .... �.. t.. < : .... ,�.� � 3u�s,.. F.: P Revised 4-2017 U F_ Backflow Assembly Installation Requirements SPRINGFIELD UTILITY BOARD W WATER DIVISION 202 S. 18r" STREET for Commercial Dom estic/1 rrigatio n Servike SPRINGFIELD, OR 97477 PH: 541-726-2396 (2" and Smaller Reduced Pressure Backflow Assembly) FAX: 541-747-7348 U PUBLIC HEALTH PROTECTION: A backflow assembly is plumbing equipment the customer has installed on their water service that prevents unwanted substances from entering the public water supply and degrading water quality. Without proper backflow protection your dumbing system could endanger the health of others in the community who are using the public water supply. COMMERCIAL PROPERTIES: These properties consist of three types of water services, Commercial, Industrial and Public. Commercial water services also include mixed-use/multi tenant properties (including those with stand-alone vending carts) and Multi -Family Housing (more than 4 (four) units). INSTALLATION REQUIREMENTS: 1. A Reduced Pressure Backflow Assembly (RPBA) shall be installed on private property at a location immediately adjacent to the water service connection. No branch lines, outlets or connections are permitted between the water service connection and the RPBA. 2. Backflow assemblies are required to be installed above ground. 3. Backflow assemblies are required to be installed in a way that provides freeze protection. For outdoor locations in an enclosure, a bore -sighted drain to daylight (finished grade), able to discharge the full rated flow of the relief valve, is required. Enclosures shall be kept free of any debris, shall not contain loose fill materials of any kind, and shall not have objects that interfere with these installation requirements. 4. All clearances around the backflow assembly apply to outside, in -building, vertical and horizontal installations. Backflow assemblies shall be readily accessible with adequate room for testing and maintenance. Clearances may be waived (excluding ground clearances) for an enclosure, if the enclosure can be removed for backflow assembly testing and maintenance access. 5. Prior to water service activation, backflow assemblies are required to be tested. 6. Backflow assemblies shall be tested by a Certified Backflow Assembly Tester at the time of installation (at least annually, after repairs or relocation, and/or after a backflow incident) with the passing test results submitted to the Water Division within 10 (ten) days of testing. Upon receipt of the passing test report the Water Division shall inspect and verify the installation. Backflow assemblies and the installation of these assemblies shall be in combined accordance with the rules and requirements of SUB Policy, the Water Division's Cross Connection Control (CCC) Program Manual, Oregon Administrative Rules (OARS) and Oregon Plumbing Specialty Codes (OPS01 Refer to the attached Reduced Pressure Backflow Assembly (RPBA) standard drawing (W2.00). For complete backflow assembly installation requirements please refer to SUB's CCC Program Manual available on SUB's website at: http://w .subu il.corn/water/cross-connection-control-and-backfiow-protection,/ CITY OF SPRINGFIELD REQUIREMENTS: A City of Springfield plumbing permit is required for backflow assembly installation. In cooperation with the City's Plumbing Inspector, the Water Division is asking that upon installation of an assembly, a copy of the initial test report be attached to the backflow assembly. This test report will be collected by the Plumbing Inspector prior to approval of the installation. If the assembly is in an exposed location, please place the test report in a sealed plastic bag for protection. Revised 4-2017 U F_ Z W Z> W U � 0,, J ■^'w V W/ ^^ W z se, W00 N W MCI - UJ U ® c� W Z z <C W = o W Cn 0 _ W 0") � I— r- CV W Cn U) 0 Z Z Q O l— F— � m Cn (n 0 06 W �- <C h � U aim F_ Z W Z> W U � J M CILQ W Z Q H Cn Cn <C W F- m = W _ W :D a_ U) 0 Z Z Q O l— F— � m Cn (n 0 06 W �- <C h � U aim EXPIRES: 6/30/20 C4.0 J � M O W <C W = LL <c o W z CV W L6M C3 C) <C V- Cn _ EXPIRES: 6/30/20 C4.0 — 3" - 1/2" DENSE LEVEL 2 HMAC PER ODOT STANDARD SPECIFICATIONS SECTION 00744 6" - 3/4"-0" BASEROCK COMPACTED TO 95% PER AASHTO T-99 - NONWOVEN GEOTEXTILE FABRIC SUBGRADE COMPACTED TO 95% PER AASHTO T-99 ri-" AC PAVING SECTION �mo)1 1 1'1 RAW . s STAIR HANDRAIL DETAIL C5.0 NTS #3 REBAR CENTER IN SLAB @ 12" O.C. EACH WAY 6" - ODOT CLASS 3300 - 3/4 CONCRETE. PROVIDE TRANSVERSE BROOM FINISH . >M f ..✓fi.>" > 6" - 314"-0 BASEROCK COMPACTED TO 95% PER AASHTO T-99 SUBGRADE COMPACTED TO 95% PER AASHTO T-99 (`-�2 CONCRETE PAVING SECTION �mo) " SCH. 40 STEEL PIPE, TYP. OUGHOUT (2" MAX. O.D.). IE & PAINT (COLOR PER JER) N " N r o �- O a Z CL 18" #3 REBAR CENTERED IN SLAB @ 12" O.C. EACH WAY, OR 4x4 WWF • • • 4" - ODOT CLASS 3300 - 3/4 CONCRETE. PROVIDE BROOM FINISH 6 - 3/4"-0" BASEROCK COMPACTED TO 95% PER AASHTO T-99 SUBGRADE COMPACTED TO 90% PER AASHTO T-99 CONCRETE SIDEWALK SECTION SURFACING PER PLAN TRENCH ZONE - CLASS 'A' BACKFILL COMPACTED TO 95% PER AASHTO T-99 PIPE PIPE ZONE - CLASS 'B' BACKFILL (3/4" MAX. AGGREGATE) COMPACTED TO 95% PER AASHTO T-99 PRIVATE UTILITY s TRENCH DETAIL 0-4110 C5.0 NTS 611 1/2" x 20" PLAIN BAR DOWELS W/ 10" SLIP SLEEVES & 1/2" ISOLATION JOINT FILLER @ 30' O.C. EXCEPT WHERE NOTED PER GRADING PLAN AC OR CONCRETE PAVING PER PLAN BASEROCK PER PAVING SECTION SUBGRADE 3" MIN. BASEROCK 4 TYPE 1131 CURB C5.0 1" =1' Cvw , ' r5 C/4"or WIN o) I I of Date Received JAN 2 Original SubmiftaL-40,1. U) J Q F - w 0 z 0 F - z 0 0 F- U z C/) 0 U w w Q H U) U z Lu w J Q p Q <t O M o r IZ Fw- p w ZD — U-1 ry Or - 0 z V z se, w N ti CO n/ � C!) 0 w U M wUJ' z z --i cn -) U V (� = o Z w << U) c) O c0 ( 04 U) Cvw , ' r5 C/4"or WIN o) I I of Date Received JAN 2 Original SubmiftaL-40,1. U) J Q F - w 0 z 0 F - z 0 0 F- U z C/) 0 U w w Q H U) F— z Lu w U Q p Q <t O M o r IZ Fw- p w ZD — U-1 ry 0 z Q F- Cn C!) 0 m U W = -) U O F- M Cvw , ' r5 C/4"or WIN o) I I of Date Received JAN 2 Original SubmiftaL-40,1. U) J Q F - w 0 z 0 F - z 0 0 F- U z C/) 0 U w w Q H U) EXPIRES: 6/30/20 C5.0 m0 p Q <t O M o r wCQ � Z Fw- p w ZD — o CN U-5 V- o EXPIRES: 6/30/20 C5.0 qli'L; a 'ulalda E"ulllllvand.-!i 7 i-uphlorbia x Bloc,'K-birdl' A, Fenn/,eoturn aiopocurollde,5 Harnolln' Thu,rnu5 5orpyllurn, `Flo5e, N nd'na diarno5tico, e, r 15)­ Corox olota, (5)- 7,�lopof�, rniu5cori 5-laI Bluol . .... .. L Nandlina, dorno5tilca IFI,ro_ lll-oworl Rudb r_kilo r,uleIda 5ullivast ii '&cldleturrnl A L.uphorloilc, x 15101cil-birdli (5)_ I iox r e, n a IF, a 15�,-u F r, n r- I A L-uphorbia, x Ta5rnand �fon Ab /'Nandina, dcrro5tica 'Firo Floworl (5)- Thgrnu5 5orpuillurn 'Ra -chi' 4,_J \9 J NORW4`,,' tll,4f=LE TO REI` ­111,41N, - SEE TREE f=RC/TEkC--lfl0N NOTES, CRITICAL ROOT 70N= Z_ I=-11 \ Ab 6D Alt, At L 11 F11_4NIT MATERIAL TO MEET OR EXCEED 01_14LLIT'- AND SIZE MINIMIU11"15 PER AMERICAN 5T,4N[7),4RD& FOR NURSER'' 5TOG<' AND TO E3E IN GOOD, VIGTOROUe)/ H 'TCONDITION ' FREE FROM D15E,45E AND INJURT. 2, F_L,4N'T DIST I& PROVIDED FOR CONTRACTORS CONVENIENCE. ACTUAL f=LANIT OUANTITIE5 &4ALL 5E 5,4&EF-) ON PLANTING FLAN, NOT ON LI&T, 3. 5l-,4NGEl___AN[) s 455OCIATE& NOT RE5F:'0N&IE3LE FOR PLANT F_)4t`l/_\GE OR _10155 DUE TO JNFORSEEN WEATHER, INCIDENT OR LAC< OF MAINTENANCE, I lE I. vRIF'' LOGATION5 OF EXISTING UNDERGROUND UTILITIES F:,fR!O;,R TO EXECUTION N OF WOR<, REPAIR 4N'' DAMAGE TO EXISTING UTILITIES, f=Ii=EC3, OR RELATED PACILITIES AT CNTRAGTOR5 EXPENSE AND IN A MANNER APPROVED 5'y- GENERAL CONTRACTOR. 2, lN5T,4LL f=LANT5 DURING f=ERIOD5 ACCEf=TAE3LE FOR MAXIMUM AND MINIMUM TEMf=ERATURE5 AND AFTER ALL MAJOR CONSTRUCTION WOR< iHA& E5EEN COMPLETED- 3. OMPL-TEED,3, PLANIT5 51HOULD 5E HANDLED CAREFULL'IDURING JOE3&ITE DELIVER'lr'. 5TORAGEE AND TRANSPORT AND PROTECTED FROM FREEZING, OVERHEATING, DR-T-ING OUT, 5UN5,_-4LD, FLOODING, AND CROWN/ TRUNK OR ROCT54LL ,'DAMAGE. 4- 1-1,4<E MINOR ADJU5TMENT5 IN PLANT 5F,4CING AS NECESSAIR -I TO 4C_C;Ot-1lM0::),4TE THE IRRIGATION 5'1'5TEM A5 lN5TALLED, EXISTING 5ITE EILEMENT5, AND INSTALLED E51TE ELEMENTS. 5, 4. WATER ALL F:L,4NT5 INTO HALF-FILLED HOLE WITH 1­40SE To REMOVE AlP FOCXE-11'a ,4N[:) EN15URE MOI&T CONDITIONS. &, FLIANT5 FL,4N-IFED TOO DEEIIL'' WILL NOT 5E ACCEPTED - ROOT CROWN TO 5IT AT OR 4,50VE PIN151=4ED MULCH GRADE. 7. MULL; -A TO 5E HELD SAC X TO AVOID CONTACT WIT H-' TRUN<& AN,[:) E345E5 OF FLAN 5, 1­1ULGI=4 TO 5E HAND 5f='READ AROUND PERENNIALS AND GfRA55E5, ALL FOLIAGE TO 5E (--'LEANED OF MULCH. a, LOW GROUND COVERS AND 41' PLANT MATERIAL TO 5E PLANTED AFTER MULCH i5 F L 4 c E D, 5FRA`l' FERTILIZE WITH NATURAL &OLUT ION5 SED DRENCH OR EOUI\\1/A_lENT. I LJ L� Ull_ IN � H, R I,` E3 5 TOTE: PR �. V I'DIE 5 L E E V NG; UNDER IHARD C tPE TO -4 L L GATED LANDSCAPE 41; =,RCvI[)E �E_4D TO NEAR OVERAGE. S11'STEM TO IE INSTALLED 4LL ESI NAT -,4WN AND PLANT 15ED AREAS !ND ir_-ATED ON T HE FLAN, THE SIT_sTF_'-' NEED NOT PROVIDE Wl-,---"- TO JNF=)LA,' ;TED ARIE,45, IRRIGATION O �H AUTO'l-114TIC E_l=_,_­-RIc SOLENOID CONTROLED UNDERGROUND S-T5TE"`, _Ja) WATER CON`- ION 5YSTEMS /",RE INC_LIDING__i THE USE _,E"THER TRACXIN<_-- _-ONITROLLER5 DEVICES. T HIE !RfRiGATION &YSTE'll, 51- 5E 11-1,41NIT AIN— -ND OPERATED N -4 MANNER 7 --"AT PROMOTES THE HE ',ND 4F=lFEARAN-= TNE PLANTS 1`-i i 1­llINIt-llllZING WATER USE AND AVOID \:: EXCESSIVE UiXER, Tl CONNECT !RRIr_:;,4TION SY&TE,NiCiPAL WATER SOU E (LOC'".: ION PER _X 0 LANDSCAPE ARCHITECT 4 �'TH MAIN SHUT -OFF 1_'__VE, 154k " -LOW t=REV'_\_ \ DEVICE, AUTOMATIC < jEATHER FIROOF _,`TION �E, L,4NE)5(-_Af==L_ ARC-IH1 E(_-7 A OWNER), ELEC ;R'REMOTE CONTROL vAL /H" "HUN -ER F) v SERIES APPROVED), WITH f=OF-Uf= 1= R SPRINKLERS (HUN _l=ERl OR 4F::)FR-/0VE--D)/ AND/OR, APPROVED ROTOR HEAD", 12'' POP-UF=5 IN 5HR_-3 5ED'5, e, S" -UFS IN TO 5-- IN UNDERGROUND /,4LVP= 5/`X ARSON AREAS. A' VALVES OR ,41`=PROVE:%'. LOCATE v,4_1v=_ _-OxEE IN &HRU5 AREAS. WEATHER, -;;R,4GXING CONTI<-`_-ER TO 5E HUNTER PRO-(_ ON v E N ON L S -l- f� i E 5 W 501-4R 5 NC MODULE OR OR APPROVED E, ­_4L. PLEASE NC UDE A5 5EPARATE LINE ITEM,, IN 1 CONTRACTOR TO FROM'— TfREE5 TO 5E_ f=fRE5EF,,'=_D FROM HARr-' THE WOR<, OR INDIV UAL OR UIP"E NVOLVED IN EXECLITIN' THE < 2, FROVII,-._-. FROTECTIVE F = = AT 'CRI I ICAL ROOT OF AN- _SEE 0 5TOG<FILING OR EQUIPMIE' IN TH15 ZONE A NOT 5_' ALLOUJE�. CRS" 1,51 & PER C- ®TREK R INC :77-- 15 A51.5'F 71R 3, TH15 F -_; LN IIREFRE5ENT5 TREES ON THE FROF=-_=,TY, IT DOE5 NOT, fT -0 5HOW ALL VELE __ ON ON THE F'ROFERT` --'\R ON, CONTIGUOUS AND 5H0NOT 5E 45 15UGH, 4, ALL T ES HAVE SEEN /'_=RIF:IEFD 5-Y LANDSC� _= ARCHITECT: AND INC, EUC-5ENE, 507ANI(�A_l NAt,AIPE ON /J I &A IL 2 (5AL EOPHORE31 A X 'T A5�-IAN I AN Tl&ER' EUPHOR151A I 6AI ILEX GRENA-71A 15<"r PE OIL' 5<)" FIFIENGIL _JAFANESE HOLL"r 5 C-, A L LIR lJ,'FtE_-ML)S-GARI �LUEI E3167 5 LU lr _�� � 111 ''7URF l0 NAND INA DO� SFICSA FIRE FCVErl-," / FIRIEFOSER NAND INA 2 &Ai- 01ROUND 0 V E__ R 5 0 T-,,- !1-/ _ L_ L_ i L_"r'E-D D 5 E (-� < 1 A F U L & A S U L Ll I V A N I&OL DC--, I 7URM' / E31 AG<-ESUSAN I 1 &Al 50TAN, GAL / CQr ,ON NAME GON! 7 SFA.C-� 1 NO -lr-H"KMIJS �ERFT"ILLUM lzl,'OSE�51 / F1 N < C, R E E F 11 N & -1 H'r Ill EL_ 4''F07 1a' a.r-. TOTE: PR �. V I'DIE 5 L E E V NG; UNDER IHARD C tPE TO -4 L L GATED LANDSCAPE 41; =,RCvI[)E �E_4D TO NEAR OVERAGE. S11'STEM TO IE INSTALLED 4LL ESI NAT -,4WN AND PLANT 15ED AREAS !ND ir_-ATED ON T HE FLAN, THE SIT_sTF_'-' NEED NOT PROVIDE Wl-,---"- TO JNF=)LA,' ;TED ARIE,45, IRRIGATION O �H AUTO'l-114TIC E_l=_,_­-RIc SOLENOID CONTROLED UNDERGROUND S-T5TE"`, _Ja) WATER CON`- ION 5YSTEMS /",RE INC_LIDING__i THE USE _,E"THER TRACXIN<_-- _-ONITROLLER5 DEVICES. T HIE !RfRiGATION &YSTE'll, 51- 5E 11-1,41NIT AIN— -ND OPERATED N -4 MANNER 7 --"AT PROMOTES THE HE ',ND 4F=lFEARAN-= TNE PLANTS 1`-i i 1­llINIt-llllZING WATER USE AND AVOID \:: EXCESSIVE UiXER, Tl CONNECT !RRIr_:;,4TION SY&TE,NiCiPAL WATER SOU E (LOC'".: ION PER _X 0 LANDSCAPE ARCHITECT 4 �'TH MAIN SHUT -OFF 1_'__VE, 154k " -LOW t=REV'_\_ \ DEVICE, AUTOMATIC < jEATHER FIROOF _,`TION �E, L,4NE)5(-_Af==L_ ARC-IH1 E(_-7 A OWNER), ELEC ;R'REMOTE CONTROL vAL /H" "HUN -ER F) v SERIES APPROVED), WITH f=OF-Uf= 1= R SPRINKLERS (HUN _l=ERl OR 4F::)FR-/0VE--D)/ AND/OR, APPROVED ROTOR HEAD", 12'' POP-UF=5 IN 5HR_-3 5ED'5, e, S" -UFS IN TO 5-- IN UNDERGROUND /,4LVP= 5/`X ARSON AREAS. A' VALVES OR ,41`=PROVE:%'. LOCATE v,4_1v=_ _-OxEE IN &HRU5 AREAS. WEATHER, -;;R,4GXING CONTI<-`_-ER TO 5E HUNTER PRO-(_ ON v E N ON L S -l- f� i E 5 W 501-4R 5 NC MODULE OR OR APPROVED E, ­_4L. PLEASE NC UDE A5 5EPARATE LINE ITEM,, IN 1 CONTRACTOR TO FROM'— TfREE5 TO 5E_ f=fRE5EF,,'=_D FROM HARr-' THE WOR<, OR INDIV UAL OR UIP"E NVOLVED IN EXECLITIN' THE < 2, FROVII,-._-. FROTECTIVE F = = AT 'CRI I ICAL ROOT OF AN- _SEE 0 5TOG<FILING OR EQUIPMIE' IN TH15 ZONE A NOT 5_' ALLOUJE�. CRS" 1,51 & PER C- ®TREK R INC :77-- 15 A51.5'F 71R 3, TH15 F -_; LN IIREFRE5ENT5 TREES ON THE FROF=-_=,TY, IT DOE5 NOT, fT -0 5HOW ALL VELE __ ON ON THE F'ROFERT` --'\R ON, CONTIGUOUS AND 5H0NOT 5E 45 15UGH, 4, ALL T ES HAVE SEEN /'_=RIF:IEFD 5-Y LANDSC� _= ARCHITECT: AND INC, EUC-5ENE, 507ANI(�A_l NAt,AIPE ON ,-AREX El ATA '50�NLES- GOLDEN' /0ES &O! DEN SEDGIE I &A IL 2 (5AL EOPHORE31 A X 'T A5�-IAN I AN Tl&ER' EUPHOR151A I 6AI ILEX GRENA-71A 15<"r PE OIL' 5<)" FIFIENGIL _JAFANESE HOLL"r 5 C-, A L LIR lJ,'FtE_-ML)S-GARI �LUEI E3167 5 LU lr _�� � 111 ''7URF 1 &AI NAND INA DO� SFICSA FIRE FCVErl-," / FIRIEFOSER NAND INA 2 &Ai- FENN15E-71,11-1 A.101.=EE7�IUIROVES HA�ELN` HAMELN DI�ARF rFOIJN_7AIN &PIAC- I &ALS !1-/ _ L_ L_ i L_"r'E-D D 5 E (-� < 1 A F U L & A S U L Ll I V A N I&OL DC--, I 7URM' / E31 AG<-ESUSAN I 1 &Al 50TAN, GAL / CQr ,ON NAME GON! 7 SFA.C-� 1 NO -lr-H"KMIJS �ERFT"ILLUM lzl,'OSE�51 / F1 N < C, R E E F 11 N & -1 H'r Ill EL_ 4''F07 1a' a.r-. u') 00 ry Lu w ui C) 0 (Y) LU uj Z 0 0 C:) F- C) Z W Q C/) o CV') .) -0 0 r m 4\ C oE E 10 0. 04 0, Z < TOTE: PR �. V I'DIE 5 L E E V NG; UNDER IHARD C tPE TO -4 L L GATED LANDSCAPE 41; =,RCvI[)E �E_4D TO NEAR OVERAGE. S11'STEM TO IE INSTALLED 4LL ESI NAT -,4WN AND PLANT 15ED AREAS !ND ir_-ATED ON T HE FLAN, THE SIT_sTF_'-' NEED NOT PROVIDE Wl-,---"- TO JNF=)LA,' ;TED ARIE,45, IRRIGATION O �H AUTO'l-114TIC E_l=_,_­-RIc SOLENOID CONTROLED UNDERGROUND S-T5TE"`, _Ja) WATER CON`- ION 5YSTEMS /",RE INC_LIDING__i THE USE _,E"THER TRACXIN<_-- _-ONITROLLER5 DEVICES. T HIE !RfRiGATION &YSTE'll, 51- 5E 11-1,41NIT AIN— -ND OPERATED N -4 MANNER 7 --"AT PROMOTES THE HE ',ND 4F=lFEARAN-= TNE PLANTS 1`-i i 1­llINIt-llllZING WATER USE AND AVOID \:: EXCESSIVE UiXER, Tl CONNECT !RRIr_:;,4TION SY&TE,NiCiPAL WATER SOU E (LOC'".: ION PER _X 0 LANDSCAPE ARCHITECT 4 �'TH MAIN SHUT -OFF 1_'__VE, 154k " -LOW t=REV'_\_ \ DEVICE, AUTOMATIC < jEATHER FIROOF _,`TION �E, L,4NE)5(-_Af==L_ ARC-IH1 E(_-7 A OWNER), ELEC ;R'REMOTE CONTROL vAL /H" "HUN -ER F) v SERIES APPROVED), WITH f=OF-Uf= 1= R SPRINKLERS (HUN _l=ERl OR 4F::)FR-/0VE--D)/ AND/OR, APPROVED ROTOR HEAD", 12'' POP-UF=5 IN 5HR_-3 5ED'5, e, S" -UFS IN TO 5-- IN UNDERGROUND /,4LVP= 5/`X ARSON AREAS. A' VALVES OR ,41`=PROVE:%'. LOCATE v,4_1v=_ _-OxEE IN &HRU5 AREAS. WEATHER, -;;R,4GXING CONTI<-`_-ER TO 5E HUNTER PRO-(_ ON v E N ON L S -l- f� i E 5 W 501-4R 5 NC MODULE OR OR APPROVED E, ­_4L. PLEASE NC UDE A5 5EPARATE LINE ITEM,, IN 1 CONTRACTOR TO FROM'— TfREE5 TO 5E_ f=fRE5EF,,'=_D FROM HARr-' THE WOR<, OR INDIV UAL OR UIP"E NVOLVED IN EXECLITIN' THE < 2, FROVII,-._-. FROTECTIVE F = = AT 'CRI I ICAL ROOT OF AN- _SEE 0 5TOG<FILING OR EQUIPMIE' IN TH15 ZONE A NOT 5_' ALLOUJE�. CRS" 1,51 & PER C- ®TREK R INC :77-- 15 A51.5'F 71R 3, TH15 F -_; LN IIREFRE5ENT5 TREES ON THE FROF=-_=,TY, IT DOE5 NOT, fT -0 5HOW ALL VELE __ ON ON THE F'ROFERT` --'\R ON, CONTIGUOUS AND 5H0NOT 5E 45 15UGH, 4, ALL T ES HAVE SEEN /'_=RIF:IEFD 5-Y LANDSC� _= ARCHITECT: AND INC, EUC-5ENE, 507ANI(�A_l NAt,AIPE ON ,-AREX El ATA '50�NLES- GOLDEN' /0ES &O! DEN SEDGIE I &A IL 2 (5AL EOPHORE31 A X 'T A5�-IAN I AN Tl&ER' EUPHOR151A I 6AI ILEX GRENA-71A 15<"r PE OIL' 5<)" FIFIENGIL _JAFANESE HOLL"r 5 C-, A L LIR lJ,'FtE_-ML)S-GARI �LUEI E3167 5 LU lr _�� � 111 ''7URF 1 &AI NAND INA DO� SFICSA FIRE FCVErl-," / FIRIEFOSER NAND INA 2 &Ai- FENN15E-71,11-1 A.101.=EE7�IUIROVES HA�ELN` HAMELN DI�ARF rFOIJN_7AIN &PIAC- I &ALS !1-/ _ L_ L_ i L_"r'E-D D 5 E (-� < 1 A F U L & A S U L Ll I V A N I&OL DC--, I 7URM' / E31 AG<-ESUSAN I 1 &Al 50TAN, GAL / CQr ,ON NAME GON! 7 SFA.C-� 1 NO -lr-H"KMIJS �ERFT"ILLUM lzl,'OSE�51 / F1 N < C, R E E F 11 N & -1 H'r Ill EL_ 4''F07 1a' a.r-. F TURA SEED :DF,--,0IJ&-HT TOLERAN7 D. 'ARE BLEND BOULDERe ' / RIVER C055L iRE - QUAR'�- 546ALT, Af=f:DROX� 2-31, ARRANGED AS SL4OWN11, TO 5E SET ON Col'�FA(_-7;=D C-FRAVEi 5A -5E, ANICIk4ORED INTO CiFROUND, -0, CEWIT E3E 1=1LAD, H i I- t -10-5-1 ATTRAC-T! VE PACE FORWARD AIND 5E 5T PL14T FAC -'E UP WHEN USED AS 5EA-11­1NIG, 1-0 5E SELECT ED OR APPROVED 5'- ARCHITECT PRIOR TO PLACEMENT. L_4WN 4REA - PREPARE UJITH MINIMUM SAND, 21' ORGANICS, FLAIN, FOR 30% COMPACTION OF NEW M47-IRIALS. EXCAVATE APPROX. 5", TILL SU15GFR4DE 0 FRI10FR T I` -1,_N IN Tl"�_ A E D , C3 IN I L OFRGAN"5, R,,4<E, FROL-LI/ AND FERTill_IZZE PER I`1ANJ=AGTU5:�EiR5 5FEC5, THEN 5017_),ALL 1 4UJN ,4RE,ga TO 5E IRRIGATED WIT 1-4 HEAD TO L41H.4E) C-OvERAGE AND ',=EfR NOTES SEE SWEET L2 IRRIGATION FLAN. EF1 STEER t-IANURE, 3" SAND, PLAN FOR // °�� fR::>AE IT lRWH ' N I`-1 HUM c, E f= 30% COMPACTION OF NEUJ MATERIALS. EXCAVATE AFFO IRX, i2l', r' cc \�vf TILL 51_150;R,4DE5 AND A",ENDI­lEN.,5, FERTILIZE PER M,4NU-4CTURER 5 SPECS AND MUI C+-4 WITH 4'' HEI-lLOC< BAR<, P RIG PER ALL PLANT BEDS TO 5E Rl C _54TED WITH HEAD TO H=4[D COVERAGE D 4 !RF;�IG,4TION NOTPa A A MIN- (2) PER LOCATION, .4i1 SCI -4 440 F=>VC, PIPE. T,4f-E ENDS JJITPI DUCT TAPE AND 57'A<E WITH 2X2 L,45ELEI-D 5TA<E5. SEE SHEET 1-2, EXITING 72RIFEFIES = 0O REMAIN ;!=zl=,'rE5ERVE AND PROTECT ROOTS 4 SOIL GRADE WITWIN C4NOF'T' DIRIPLINE, SEE TREE 'RESERVATION NOTES 1 -HIS SHEET 1, "v:_7-zRIF"r' LOCATIONS OF EX15-11 1NNIC3 UNDERGROUND LITILITIE5 PRIOR 70 EXCAVATION. l_i 2, N,/--,"-, Flr' AND5G,4FE ARGI-41TEG7 OF AN'!' DI5GREF114N(__llES !N T HE L4`ilOUT OF ,JJC)',;R< :=fRIOR 70 EXECUTION OF AN' WCiR<, 3, LANDSCAPE 4RGkTE(-_Tl 51-44LLI SEE NOTIFIED 4a I­­IOUR5 IN ADVANCE OF AN', SITE INSPE CYTONS. 4, T,-,!5 SHEET 5�40W5 4-11 FfROP05ED SITE lr`lFfR,0vEr-lENlT5, FOR HORIZON -AL I � t LA'1"�,7, REFER TO 1=1_4N, FOR VERTICAL 1 A,­OU7, � i "-, i ��. I � REFER, TO GRADING f=LAIN, 5, 7­1�-ERIE SHALL= 5E REQUIRED 055ERVATION5 5"" L,4ND5C__AF4E_ ARCHITECT OR OlUiNEl-R- FREf=RE5EINITATIVE PRIOR TO EXECUTION OF 4N'T' WOR<, INCLUDING AFTER 5 T A < N Ci / PRIOR TO POURING CONCRETE, F,:'l 0 R TO 5 AG_ <Fl I L LING 4 N D ROUGH GRALD, NG/ IN ADDITION TO INl5f:---EGTl !ON OF ALL REOUHRED &_llE,17-.--vING, LO CAT ION OFF F-:"ROFERT" LINE", AND CORNERS ARE THE OF f="Ro RlrOWNER, CONTRACTOR OR "URVE' OR. 5T ANGEl ANNE) AND ASSOC IATES, --,5 NO RE5RON51151LIT'' FOR '01HIR LOCA"ON, i. A E 7 01RMW41"ElFROMROOF DRAJ\5 AND P RIME R DRAINS -7CDI5c4RCE ,AT A PROVED aTCRMWATEfR DRAIN 5`5TEM, Al MANUFACTURED ELEMENT TO 13E 11\15TALL ED PER M,4NUF,4/-TUTR=R5 5FE C 'CATION 5, C VA\ v,\�, sk,Cw (K -v -5 Er Er r-7) 0 F_ 71 Lu 2 _j LLJ m 0 C) - 0 0 - Lu WLu Lu u') 00 ry Lu w ui C) 0 (Y) LU uj Z 0 0 C:) F- C) Z W Q C/) o CV') .) -0 0 r m 0 C oE E 10 0. 04 0, Z < ai ai L11 Cc U) Do) 1-- F_ 71 Lu 2 LLJ m 0 C) 0 - Lu WLu Z 0 (D W C) W64 cn 0 C:) F- C) CO U.J .) C) 0 m C 0 m 0 WLu CQ LL 0 (D LLJ -5 z C) W64 C:) Cl) Lo < r- U) CO z zU) w r") oE E 10 0. 0, Z < ai ai L11 Cc � D Do) 1-- 0 0 w ai a co 07%^ 0) (0 m Ahm sA q = C') w t,- am) zc)> 0� < .-; 4 co 0,;Dr w @ ?: CL < LP -t 'o C/) D ai z L_j U-) 0 - ffi.6 E < - = g N 0- W ODOM Ll m0 GOP G�zwzkoorct�> Date Received J Al A �4 2 2 2020 oeiglnal Submlttal���� I RR I C AT I ON SGHEDULE 5-1f—mwL MANUFACTURER/MODEL QTY ARG PSI SPM RADIUS HUNTER mp STRIP PRos-06-PR540-cv I LCS 50 0.141 4'x 12' HUNTER MP STRIP PROS-06-PR540-0V 4 55T 50 0.56 4'x24' HUNTER MP2000 PR.05-O6-PR540-CV 5 qO-210 50 IT HUNTER MP6005P, PP-OS-O(b-PRS4O-CV 2 AD -J 50 61 HUNTER MP615 PRO5-06-PR540-CV 1 410-210 50 15, RAIN 511RD ft -VAN -STRIP 1606 -SAM -P45 I SST 50 0.56 4'x24' 5yM5-OL MANUFACTURER./MODEL/DE50RIPTI ON OTY HUNTER PCZ -101-25 I DRIP CONTROL VALVE KIT. I" PSV &LOBE VALVE INITH I" HYIOO FILTER SYSTEM. PRESSURE RE&ULATION: 25P51. FLOA RAN&E: 0.5 SPM To 15 GPM. 150 MESH STAINLESS STEEL SCREEN. PIPE TRANSITION POINT IN DRIP BOX 5 PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBINS7 WITH RISER IN 61, (ISOMM) DRIP BOX. AREA TO RECEIVE DRIPLINE NETAFIM TLHC\/XR-055-12 4'7q.& L.F. TECHLINE HCVXR PRESSURE COMPENSATIN& LANDSCAPE DRIPLINE WITH CHECK VALVE AND ANTI -SIPHON FEATURE. 0.55 SPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 1211 APART, WITH EMITTERS OFFSET FOR TRIANC7ULAR. PATTERN. 1 -IMM. Sym—BOL hj6WFACTURER/MOVELVE50RIPTI ON GT11r HUNTER P&\/-10067-5 I P PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIC-7HT COMMERCIAL USE. SLIP X SLIP. &LOBE CONFIC-7URATION, NO FLOA CONTROL. BF ZURN 41*75XL 5/411 REDUCED PRESSURE BACKFLOA DEVICE HUNTER PC -400 LIGHT COMMERCIAL 4 RESIDENTIAL CONTROLLER, 4 -STATION BASE MODULE CONTROLLER, 120 VAC, OUTDOOR MODEL HUNTER SOLAR -SYNC SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO -01 AND I -CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND 6UTTER. MOUNT BRACKET. AIRED. IRRI&ATION, LATERAL LINE: PVC CLASS 200 SDR 21 254.0 L.F. LATERAL LINES TO HAVE MINUMUM121, COVER. IRRI&ATION MAINLINE: PVC SCHEDULE 40 54.6 L.F. MAINLINE TO HAVE MINUMUM151, COVER. Volvo clallout Valve Nwbor # —!- Volvo Plow Volvo smo IRRIGATION PLAN N0176 I. LANDSCAPE ARCHITECT SHALL SE NOTIFIED OF ANY DISCREPANCIES IN THE LAYOUT OF THE IRRIGATION SYSTEM PRIOR TO COMPLETION OF WORK. 2. LANDSCAPE ARCHITECT SHALL BE NOTIFIED -12 HOURS IN ADVANCE OF ALL SITE REVIEWS. 3. VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES, OR RELATED FACILITIES AT CONTRACTORS EXPENSE AND IN A MANNER APPROVED BY GENERAL CONTRACTOR, 4. IRRIGATION PLAN IS SCHEMATIC AND SHOULD BE REFERRED TO AS A DIAGRAM. IN SOME AREAS ON THE PLAN THE IRRIGATION SYSTEM MAY BE DRAWN OUTSIDE OF LANDSCAPE AREAS FOR GRAPHIC CLARITY. LOCATE LATERAL AND MAIN LINES IN SAME TRENCH WHEREVER POSSIBLE. ADJUST ROUTING OF IRRIGATION SYSTEM AS NECESSARY TO AVOID EXISTING UTILITIES AND CUTTING OF TREE ROOTS. IRRIGATION CONTROLLER TO BE LOCATED INSIDE PROPOSED STRUCTURE. rp. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. IRRIGATION SLEEVES ARE TO WE PROVIDED AND INSTALLED BY CONTRACTOR EXTEND SLEEVES 4" BEYOND ADJACENT PAVING OR ASPHALT. COVER OPEN ENDS WITH DUCT TAPE. PLACE WOODEN LOCATION STAKES (2 X 2 RED TOP) AT FACE OF ALL WALKS AND CURBS WHERE SLEEVE ENDS AIRE LOCATED. CONTRACTOR WILL BE RESPONSIBLE FOR LOCATION STAKES / SLEEVES COVERED BY WORK OF OTHERS. b. SIZE IRRIGATION Pin ACCORDING TO PIPE SIZE CHART WHERE NOT SPECIFIED. 1. VERIFY EXISTING FLOW AND WATER PRESSURE. INFORM LANDSCAPE ARCHITECT OF PRESSURE AND FLOWS LESS THAN THOSE NECESSARY FOR THE PROPER FUNCTION OF THE IRRIGATION SYSTEM. S. ALL DECODER MODULES TO BE WIRED USING 1015LU COATED WIRE, OR APPORVED ALTERNATE. ALL WIRE SPLICES TO ME MADE USING 3M05R 600V WIRE CONNECTORS. PROVIDE AND CONNECT (1) GROUND STAKE FOR EVERY (10) DECODER MODULES. S. INSTALL HEADS 611 FROM ADJACENT BUILDINGS AND WALLS, AND WITHIN 3" OF: ADJACENT PAVING AND CUR5S. 10. ALL IRRIGATION HEADS AND VALVES ARE FROM NETAFIM OR HUNTER CORPORATION AND MAY BE SUBSTITUTED, WITH APPROVAL BY LANDSCAPE ARCHITECT, FOR SIMILAR PRODUCTS. 11. IMMEDIATELY NOTIFY ARCHITECT AND LANDSCAPE ARCHITECT OF ANY ITEM(S) DISCOVERED DURING SOIL DISTURBANCE THAT MIGHT BE CONSIDERED AN HISTORICAL ARTIFACT. 12. ALL LATERAL LINES TO HAVE MINIMUM 12" COVER PRESSURIZED MAINLINE TO HAVE I&I COVER. z (D Z%jU) w ce) Ot 0 E E r- 0 0 () 0 '." .<3 06 ag ag m 0 � 8 IM (aft Pips Sarm awARar (D m m C -0 u') a) t- c 19) 27- PVC SCHEDULE 40 PLASTIC PIPE 'LO ca O�f 4, @ m"- Zzl- T- LU Z W 0 m 1 WLU c: 0 E - SIZE o< w cf) __j co M-1 0 11-16 111 CN 11-26 1 1/4" U) 21-35 1 1/2 z (D Z%jU) w ce) Ot 0 E E r- 0 0 () 0 '." .<3 06 ag ag m 0 � 8 IM (aft Pips Sarm awARar Vo w m m C -0 ww a) t- c 19) z VV PVC SCHEDULE 40 PLASTIC PIPE ca Q� w 4, @ IL i"',,,� < CT 40— 4) LO 0 U) Z D z c: 0 E GPM SIZE p Z> 1-10 3/411 11-16 111 11-26 1 1/4" 21-35 1 1/2 36-55 211 > OC 56-80 1 2 1/2 0 I� < -j C/) 0 u- (D < pC) U-1 "71 CN CD of C/) < V- V– C/) cp — z (D Z%jU) w ce) Ot 0 E E r- 0 0 () 0 '." .<3 06 ag ag w 0 � 8 IM (aft LU %J f(-) U) 0 c -0 , Vo w m m C -0 ww a) t- c 19) z VV a) w 0) c") ca Q� w 4, @ IL i"',,,� < CT 40— 4) LO 0 U) Z D z c: 0 E < j = c\1 (L w -EXTERIOR WALL - 10" MINIMUM CLEARANCE FOR DOOR OPENING MODEL PCC—XX00 CONTROL WIRE IN ELECTRICAL CONDUIT. SIZE AND TYPE PER LOCAL CODE ELECTRICAL SUPPLY CONDUIT. CONNECT TO POWER SOURCE. J BOX INSIDE CONTROLLER. *NOTE* SPECIFY 6 & 12 STATION MODEL CONTROLLER. MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. CONTROLLER SHALL BE HARD—WIRED TO GROUNDED 110 VAC SOURCE. �1PRO-C �CONVENTIONAL CONTROLLER 1 1/Z I = 1'-0" NOTE: 1. RECOMMENDED MINIMUM FILTRATION: 120 MESH 2. PRESSURE AT FLUSH VALVE SHALL BE MIN 14.5 PSI 3. 2 PSI CHECK VALVE (MAX 4.6' OF WATER (ELEVATION CHANGE)) 4. REFER TO MAXIMUM LENGTH OF A SINGLE LATERAL CHART �I MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY O TECHLINE CV DRIPLINE TECHLINE START CONNECTION Q EXHAUST HEADER PVC OR POLY SEE SPECIFICATIONS FOR ROW SPACING TECHLINE TEE ( PERIMETER LATERALS 2" TO 4" FROM EDGE REMOTE CONTROL VALVE WITH DISC FILTER AND PRV ® AREA PERIMETER 10 PVC OR POLY SUPPLY HEADER TECHLINE CV IRREGULAR AREAS: TRIANGULAR Not to scale FX—IR—NEPA-DRIP-19 FX—IR—HUNT—CONT-23 MODEL PROS-06—PRS40—CV WITH 'CV' OPTION INSTALLED SWING JOINT: HUNTER 'PRO—FLEX' TUBING, HSBE-050 ELBOWS (2), & MARLEX STREET ELBOW (1) LATERAL TEE OR ELL LATERAL PIPE PROS-06-PRS40-CV MP ROTATOR SPRINKLER (4) - 3" thick layer of mulch. shed grade. iified soil. Depth varies. (See cifications for soil modification). sting soil. SECTION VIEW Groundcover plants to be triangularly spaced. Mulch. Pavement. PLAN 4" layer of mulch. J Notes: mulch on top of E 1— See planting legend for groundcover species, size, and spacing dimension. 2— Small roots (Y4' or less) that grow around, up, or down the root ball periphe;9 are considered a normal condition in container production and are acceptable however they should be eliminated at the time of planting. Roots on the periperhy can be removed at the time of planting. (See root ball shaving container detail). 3— Settle soil around root ball of each groundcover prior to mulching. Q illillilillillillllllilliii /E W U URBAN TREE FOUNDATION O 2014 eo.111111111''11\ G RO U N DCO\ V R w Z W z OPEN SOURCE FREE TO .USE 3/4" = 1 9—Y I P—CO—DUT-01 I ID Tn qnn• euuev FX—IR—HUNT—SPRA-80 Shrub. 4" layer of mulch. J No more than 1" of mulch on top of � root ball. (See m specifications for mulch). Finished grade. Modified soil. w Depth varies. (See N specifications for soil modification). Q Root ball rests on existing or recompacted soil. PCZ -1 01 -2 DRIP ZONE KII 1 1/2! = 1'-0" Notes: 1 Shrubs shall be of quality prescribed in the root observations detail and specifications. 2— See specifications for further requirements related to this detail. SHRUB -MODIFIED SOIL SOLAR SYNC SYSTEM WITH PRO -C 1" = 1'-0" 3/4" = 1'-0" HUNTER PRO—C CONTROLLER MODEL: SOLAR SYNC SENSOR SUITABLE POST, POLE, GUTTER MOUNT. MOUNT IN LOCATION THAT MAXIMIZES DIRECT SUNLIGHT, OPEN TO RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN CONDUIT FROM SOLAR SYNC SENSOR TO CONTROLLER OR TO A POINT 12" BELOW GRADE MODEL SOLAR SYNC MODULE MOUNT LESS THAN 6' AWAY FROM CONTROLLER. MODULE CAN BE MOUNTED INTERNALLY WHEN PAIRED WITH THE PCC CONTROLLER. CONDUIT FOR VALVE CONTROL WIRE AND SOLAR SYNC COMMUNICATION WIRE CONTROLLER POWER SOURCE 'OMMUNICATION WIRE, 18-2(WIRE TYPE TO MEET NSTALLATION CODE REQUIREMENTS), FROM MODULE TO SENSOR. MAXIMUM TOTAL WIRE DISTANCE, 200 FEET Hilldcall 0 @STANDARD VALVE BOX O2 FINISH GRADE O DRIP ZONE KIT: MODEL PCZ -101-2 FILTER, REGULATOR 25 OR 40 PSI O4 WATERPROOF CONNECTORS (2) 018-24!' COILED WIRE *SCH 80 T.O.E. NIPPLE OMAIN LINE PIPE &FITTINGS OS BRICK SUPPORTS (4) O 3/4" MINUS WASHED GRAVEL FX—IR—HUNT—DRIP-09 OTO . . 4' high x 8" wide round — topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Prior to mulching, lightly tamp soil around the root ball in 6' lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Existing soil. URBAN TREE FOUNDATION @2014 OPEN SOURCE FREE TO USE P—CO—DUT-03 P—CO—DUT-23 29t,Al a; FM L U J � m 0 w � N W Q d - W U O M w Z W z � �- CY) 0 E =o Q z w Qom �oCO 0 69 N Z'V W E ~ Z V U CI) ro- Z W 2 W U :5 CL W ry 0 Z Q H U) 0 � m W = 0 I— WZD CL 0 Z 0 F_ Q Z � 0 Z H Q o- W W CL U) L) U� Q U) J W 0 Q Q W 12- J 0 D J � m 0 w Q W LL Q car)= 0 W0(.9 p� Z o W N 0 0 E Q C/) 0 69 Z'V W E ~ Z V U 0C ro- 0 -cc: U VOW Qy � co ZN= V►o Wim , c'°' ���� Q WH `� @ a. �� �� ._ Z o=E J N d W tri 3 v C rn o C O -p -w C E! v rn v C v OU cin vi �v � v 0 C o U a� ami � rn � v E +s X U 4'' v v C O : N a o E �- o C v ° C - :3 v -v as E v -C to Z C- 21, > +' o o a v N C N C Y '– O 0 0 -C .w a� O 4-a O o v -� C -v v E C a� O C rn C -v v v U C vi E O N m v g U : -C .o a O O U v � .v 'v > N U N (U ® 0 E o- C v c C •� v .0 J J �Q Z) C O OU , C v v a � v m N � 1/ W Cc 4-- C U .0 v E -v C L v 0 C v 3 CF O O v E `0 C •c a� C °J C O N U -C C C O U U Uu C to U � U o 'a O C v v CL 'o v M C" o v o o a C C v O O M Z vi C o 'vi C .0 L N �- -C v rn WF -1 3'-3" O 07 /-M10N 3'-6" 63'-6"MIN Ilm TOILET SEAT LL COVER DISPENSER `– Q A-65 y RESTROOM LEFT SIDE ELEVATION SCALE: 1/2" = 1'-0" 18" GRAB BAR AT SIDE WALL ABLE TO SUPPORT 250LBS. A-51 42" GRAB BAR AT SIDE WALL ABLE TO SUPPORT 250LBS. A-51 36" GRAB BAR ABLE TO SUPPORT 250LBS. A-51 SANITARY NAPKIN DISPENSER Q A-64 Co m lL 'O Zcl- ACCESSIBLE 0 TOILET Lo P-1 c') TOILET PAPER DISPENSER A-62 DOOR/FRAME INSIDE & OUT II 8 RESTROOM REAR ELEVATION SCALE: 1/2" = l'-0" JAN fk 22 20io ragingl Submiftal 11 1. 18" x 36" MIRROR 61' W/ STAINLESS STEEL 1 FRAME &SHELF 10 1 /2'• A-52 INSULATE WF -1 6 1/21' PAPER SUPPLY TOWEL DISPENSER I— A-63 111 21-411 � O w Q U U ® F F F F F ®®©© p C0 a 0 0 0 Lli J 0 coui� z= O m O N-iwm LY1 () JH �r C/) 61 /2" 4" N INSULATE d DRAIN AND SUPPLY gF-1 / N T 7 "\\ RESTROOM RIGHT SIDE ELEVATION SCALE: 1/2" = 1'-0" 41 /2" 61' - 0 Cr 0li 1 ® °m 10 1 /2'• 00 _ < INSULATE rr O W 6 1/21' L9 411 cv SUPPLY / i®A I— gm as 111 21-411 � w d 1 U U ® F F F F F ®®©© p C0 a 0 0 0 Lli J 0 coui� z= O m O N-iwm LY1 () JH �r C/) 61 /2" 4" N / N T CC oz O V/ Co 1 SERVICE ELEVATION SCALE: 3/8" = 1'-0" SERVICE ELEVATION SCALE: 3/8" = 1'-0" 18" GRAB BAR AT SIDE WALL ABLE TO SUPPORT 250LBS. PA -51 42" GRAB BAR AT co SIDE WALLABLE TO t– SUPPORT 250LBS. PA -5 m1 O Co 36" GRAB BAR ABLE TO SUPPORT 250LBS. A-51 TOILET PAPER DISPENSER A-62 18" x 36" MIRROR W/ STAINLESS STEEL FRAME & SHELF A-52 SOAP DISPENSER PA -61 6" .. 11_011 21_011 CE oc A®� _p L8- - 0 Cr 0li 1 P-1 J 10 1 /2'• 00 _ < INSULATE rr O W DRAIN AND 0 SUPPLY / i®A I— 21-7" 21-1 111 21-411 w d 1 U U ® F F F F F ®®©© p C0 a 0 0 0 Lli J 0 coui� z= O m O N-iwm LY1 () JH �r C/) SERVICE ELEVATION SCALE: 3/8" = 1'-0" 18" GRAB BAR AT SIDE WALL ABLE TO SUPPORT 250LBS. PA -51 42" GRAB BAR AT co SIDE WALLABLE TO t– SUPPORT 250LBS. PA -5 m1 O Co 36" GRAB BAR ABLE TO SUPPORT 250LBS. A-51 TOILET PAPER DISPENSER A-62 18" x 36" MIRROR W/ STAINLESS STEEL FRAME & SHELF A-52 SOAP DISPENSER PA -61 6" .. 11_011 21_011 CE oc A®� _p L8- - 0 Cr 0li a P-1 J 10 1 /2'• 00 _ < INSULATE rr O W DRAIN AND 0 SUPPLY W a Q -1 � d'Q O o CC N 00 17"-1811 1'-6" MIN. 6 RESTROOM FRONT ELEVATION SCALE: 1/2" = l'-0" PROVIDE: SWITCHED CEILING RECEPTACLE FOR "OPEN" SIGN CEILING RECEPTACLE FOR AIR CURTAIN. A-64 � A-51 PA -61 r j - - -I- ! P-1 A,I"CES581LE ' i /moi ! i P -63 I I PA -62 iI R E ST R O O K4, p I I!> \ I I o ! I A-65 I ENLARGED RESTROOM PLAN SCALE: 1/2" = 1'-0" A®A A®® STAINLESS STEEL AT —� SERVICE WINDOW SERVICE ELEVATION PROVIDE: - SWITCHED CEILING RECEPTACLE FOR "OPEN' SIGN - CEILING RECEPTACLE FOR AIR CURTAIN. SCALE: 3/8" = 1'-0" A®� _p L8- oo 91-1111 10 1 /2'• \ \ /0 / 101 /2" $11 Q / i®A I— w d 1 N w CC oz O V/ 1 Ir J .C: w co 11-011 Q o� C)**. -V) ®A U U F F F F F mm®® 00000 W [W{ �-a i F- omp N C M LL- m W W w n Co Q - s� STAINLESS STEEL AT —� SERVICE WINDOW SERVICE ELEVATION PROVIDE: - SWITCHED CEILING RECEPTACLE FOR "OPEN' SIGN - CEILING RECEPTACLE FOR AIR CURTAIN. SCALE: 3/8" = 1'-0" SERVICE ELEVATION STAINLESS STEEL AT SERVICE WINDOW SCALE: 3/8" = 1'-0" DuTcN BRos c GNICH ARCHITECTURE S T U D I O A®� _p L8- oo 10 1 /2'• \ \ /0 / o / i®A O / / / d 1 N SERVICE ELEVATION STAINLESS STEEL AT SERVICE WINDOW SCALE: 3/8" = 1'-0" DuTcN BRos c GNICH ARCHITECTURE S T U D I O ISSUED FOR PERMIJ 01.07.20 SHEET NAME: INTERIOR ELEVATIONS SHEET NUMBER: A5.0 0 2019 DB Franchising USA, LLC W L O 4-- V/ .C: o� C)**. -V) U W �-a LL- N W Q - s� n� W ��1 a) 0 Z V) ' W W , V) _ I\ O m 0` --C) m U o �� O •� ea) (Y,C V) O ® ® `O � .� ISSUED FOR PERMIJ 01.07.20 SHEET NAME: INTERIOR ELEVATIONS SHEET NUMBER: A5.0 0 2019 DB Franchising USA, LLC tri 3 v C rn o c O -v L v C rn 00a Zj C a U V) U N (A _I_ - a) +' Da � a N E -v C X M v v C vi O U N o E O Q- U v 4- C C a� E o s -C v rn o O a o lea ._ O s O o v v E _a O C � a � -o -v rn v C v v U C � •- L w E ON L- -a m v -C ++ U � s p rn •L � a O N U m v � .v N U 'a O a E o- C v a v C C •( v .00 � J v � Q C v � C O � U C a O �- u- m Q N � v � N fly � N a �U E o -o C a 3 O c O O � +' o E O 4- v N C� U� C rn > (D U U > U Uu c rn � U o C — a -w L v a .O O O O s o a ■ C v o v O 4- W m v U � p °m E C U s v a � v rn C C c ■ EQ20 EQ33 � \ EQ21 eQ e0® ■ ■ EQ22 SERVICE ELEVATION SCALE: 3/8" = 1'-0" SERVICE ELEVATION SCALE: 3/8" = 1'-0" C C FPROVIDE: SWITCHED CEILING RECEPTACLE FOR "OPEN" SIGN - CEILING RECEPTACLE FOR AIR CURTAIN. �L�"��� m ■ !gid . 00 -- L u mID) EQ51 9 1/2" O _ OPEN SIGN U Q \ O EQ9 Q23 Q23 EQ32 - q \ / -i --IEQ19 il�Ili I�l�'ill W co \ Q23 \ U W EQ21 (ZEDo®, EQi \ P14 u n _ Nay � EQ22 EQ13 SERVICE ELEVATION SCALE: 3/8" = 1'-0" C C FPROVIDE: SWITCHED CEILING RECEPTACLE FOR "OPEN" SIGN - CEILING RECEPTACLE FOR AIR CURTAIN. STAINLESS STEEL AT —� SERVICE WINDOW SERVICE ELEVATION PROVIDE: - SWITCHED CEILING RECEPTACLE FOR "OPEN" SIGN - CEILING RECEPTACLE FOR AIR CURTAIN. ®®� SCALE: 3/8" = 1'-0" EQ: 2:7) OPEN SIGN EQ32 m do EQ27 00 -- L EQ51 9 1/2" O _ OPEN SIGN U Q \ O EQ9 Q23 Q23 EQ32 - q \ / CO W co \ Q23 \ U W EQ21 (ZEDo®, EQi \ P14 CC oz Nay � EQ22 EQ13 EQ23 EQ23 P10 O I I Q31 uu EQ3 J EQ20 tWq EQ11 c LL. w � e o 0 0 0 CO 0 EQ EQ5 EQ33 Q o 0 0 0 0 ■ uvf. EQ19 EQ3 EQ3 o 0 W • • 0n1.� o 0 0 0 _W� 7C)\ E17 EQi ,■ y— 0 0 0 0 0 0 0 0 0 0 ) / o0 O O �F-; v (5F- FclD 7C) N W EQ13 O m N m - _I W Q W 0-o (y) .� V) � d ct) .0 STAINLESS STEEL AT —� SERVICE WINDOW SERVICE ELEVATION PROVIDE: - SWITCHED CEILING RECEPTACLE FOR "OPEN" SIGN - CEILING RECEPTACLE FOR AIR CURTAIN. ®®� SCALE: 3/8" = 1'-0" SERVICE ELEVATION �— STAINLESS STEEL AT SERVICE WINDOW SCALE: 3/8" = 1'-0" H11 0- Q7,9 c GNICH ARCHITECTURE S T U D I O EQ: 2:7) OPEN SIGN EQ32 m 91/211, L EQ51 O \ O EQ9 Q23 Q23 EQ23 - q \ / CO i co \ o_ / \ EQ19 EQ21 (ZEDo®, EQi \ P14 Nay EQ22 EQ13 CV SERVICE ELEVATION �— STAINLESS STEEL AT SERVICE WINDOW SCALE: 3/8" = 1'-0" H11 0- Q7,9 c GNICH ARCHITECTURE S T U D I O ISSUED FOR PERMIT: O l .07.20 I REV: (DATE: (DESCRIPTION: SHEET NAME: INTERIOR ELEVATIONS - EQUIPMENT SHEET NUMBER: A501 © 2019 DB Franchising USA, LLC W L O �4— i Nay 1-0 tWq 0 W V) ■ s W • • 0n1.� 00 _W� 7C)\ ,■ y— ) / O O 0- 7C) 7C) 0-o (y) .� V) O .0 O Lr) �-`o ® �-- Q 0 r- 4 - ISSUED FOR PERMIT: O l .07.20 I REV: (DATE: (DESCRIPTION: SHEET NAME: INTERIOR ELEVATIONS - EQUIPMENT SHEET NUMBER: A501 © 2019 DB Franchising USA, LLC to 3 v C 00 C o � L ° Q o U (n L � O o c U = 0 rn L v E -� . C X D c U '~ � N Q O E Q O U 'v L c c 0 :3 C 0 E o 0 v rn v •c a� 1 o o a v N C N C 0 L o ° -C w o -C L -� O o � v v +' c E ° v 0 c � � v v � =v ° v C � •v; E o m v L -C -' :3 -C o rn .c � a 0 O U v .o > 0 v � v 0 EL a � 0 C L v ° -v c C •� v L -v a� Q C .o = 0 O c U C v v' o- LL. 'v m P v 0 a� v v— c N U N OL E C L v a� o -v C C 0 CF 0 o L _w v v E o 4- v .E •,. -J C ° C as U -� C c rn O U v 0 � o U U C U •a O o C v 0 o C- � a •v v o L rn o v O v a. -v vi C C v o vi ® w 0 m F- a_ � rn F5 0 E C U_ C_ 0 a s v 1._ L rn 4 5 A7.0 A7.0 PRE -FINISHED PARAPET T.O. PARAPET 3 CAP FLASHING, +16'-101/2" COLOR TO MATCH METAL SIDING SYSTEM 1 A �T.O�. PARAPET 2 _ 1A LIGHTED SIGN, INSTALLED BY SIGN 14'-101/2" CONTRACTOR, COORDINATE WITH LIGHTED SIGN, INSTALLED BY ELECTRICAL J -BOX AND BLOCKING SIGN CONTRACTOR, REQUIREMENTS COORDINATE WITH ELECTRICAL J -BOX AND BLOCKING REQUIREMENTS METAL AWNING, SEE DETAIL 2/A4.0 T.O. PARAPET 1 -�+ B.O AWNING_ +10'-0" WALL MOUNTED METAL AWNING, LIGHT FIXTURE SEE DETAIL 2/A4.01111-711 DOWNSPOUTS TO METAL SIDING SYSTEM CURB -0 -LET BELOW 1B / -VERIFY W/ MANUF. -MATCH TO SIDING COLOR CT PANEL / PER LOCATION. DOWNSPOUTS TO / / KNOXBOX CURB -O -LET BELOW / �\ -VERIFY W/ MANUF. EXTERIOR DOORS, PAINTED, -MATCH TO SIDING \ \ DUTCH BROS GRAY, TYP. COLOR PER LOCATION. \ \ 6" STEEL PIPE BOLLARD \\ EXTERIOR DOOR, PAINTED, WITH PLASTIC SLEEVE, \ \ DUTCH BROS GRAY, TYP. \ oil \ T.O. SLAB +0'-0" SOUTH ELEVATION - DRIVE-THRU WINDOW T.O. PARAPET 3 PRE -FINISHED PARAPET �0 1/2��1/2" CAP FLASHING, COLOR TO MATCH 1A ,I)T.O�. PARAPET 2 _ `I'+14'-10 1/2" LIGHTED SIGN, INSTALLED BY SIGN CONTRACTOR, COORDINATE WITH ELECTRICAL J -BOX AND BLOCKING REQUIREMENTS AWNING_ ID TAG ,d)_B�O Y�+101.01, METAL AWNING, MODEL SEE DETAIL 2/A4.0 ZONE l(BODY) METAL SIDING SYSTEM METAL PANEL 1A PROFILE: BOX RB DOWNSPOUTS TO CURB -O -LET BELOW -VERIFY W/ MANUF. REGAL BLUE (DB BLUE AS AVAILABLE) -MATCH TO SIDING METAL PANEL COLOR PER LOCATION. PROFILE: BOX RB 6" STEEL PIPE BOLLARD -1— WITH PLASTIC SLEEVE, GAS METER T.O. SLAB ZONE 2 (TOWER) (Z2) COLOR: DB GRAY +0'-0" METAL PANEL �in7 UVI" � gT.O�. PARAPET 3 `K+16-10 1/2" Date Received 2 2 020 � sod original bail rric-NINIaricL CAP COLOR 4T.O�. PARAPET 2 14'-10 1/2" LIGHTED SIGN, INS SIGN COIN COORDINATE WITH El J -BOX AND BLOCKING REOL T.O. PARAPET 1 META +11'-0" SEE DE' B.O AWNING__ +10'-Q" METAL SIDIN LED MEI 6" STEEL PIPE WITH PLASI SCALE: 1 /4" = 1'-0" GAS 1 A7.0 SIDING SCHEDULE ID TAG MATERIAL MANUFACTURER MODEL REMARKS ZONE l(BODY) 1A METAL PANEL AEP SPAN PROFILE: BOX RB ORIENTATION: VERTICAL; COLOR: COOL 0 REGAL BLUE (DB BLUE AS AVAILABLE) 1 B METAL PANEL AEP SPAN PROFILE: BOX RB ORIENTATION: VERTICAL; COLOR: OLD -1— TOWN GRAY (DB GRAY AS AVAILABLE) ZONE 2 (TOWER) (Z2) COLOR: DB GRAY 2 METAL PANEL AEP SPAN PROFILE: BOX RB ORIENTATION: HORIZONTAL; COLOR: OLDTOWN GRAY (DB GRAY AS AVAILABLE) "mme j I I WEST ELEVATION 5 4 3 2 1 A7.0 A7.0 A7.0 A7.0 A7.0 E:OPENSIG:N:E�j\ L L NORTH ELEVATION - WALK-UP WINDOW PRE -FINISHED PARAPET CAP FLASHING, COLOR TO MATCH CD LIGHTED SIGN, INSTALLED BY SIGN CONTRACTOR, COORDINATE WITH ELECTRICAL J -BOX AND BLOCKING REQUIREMENTS METAL (DING SYSTEM 2 METAL AWNING, SEE DETAIL 2/A4.0 SCALE: 1/4" = 1'-0" d)T�0. PARAPET 3 `I/+16'-10 1/2" PRE -F _oT.O�. PARAPET 2 `1�+14'-10 1/2" LIGHTED SIGN, 11� CONTRACTOR, C ELECTRICAL J -BC T.O. PARAPET 1 METAL SEE DET/ B.O AWN ING�METAL SIDING + 10'-0" SCONCE 8'-0" B.O. F DOWNSPOUTS TO CURB -O -LE' -VERIFY W -MATCH TO SIDING CO LC WEATHEI USB 6" STEEL PIPE WITH PLASTI T.O. SLAB +0'-0" SCALE: 1/4" = V-0" D PARAPET JG, 1ATCH a SYSTEM N, INSTALLED BY SIGN R, COORDINATE WITH J -BOX AND BLOCKING QTS NG, ?/A4.0 a SYSTEM HTS, TURES TS TO BELOW 1ANUF. 31DING COLOR )N. OF WALL HYDRANT, 'LUMING L L L r�EAST ELEVATION SCALE: 1/4" = 1'-0" 1INiaritU t /AhArc i LASHING, R TO MATCH FED SIGN, INSTALLED BY SIGN RACTOR, COORDINATE WITH TRICAL J -BOX AND BLOCKING 11REMENTS L SIDING SYSTEM 5 JSPOUTS TO kO-LET BELOW =Y W/ MAN U F. DH TO SIDING )R PER LOCATION. /IENU BOARD (LESS STEEL SERVICE TRAY, H BROS FURNISHED, 'RACTOR INSTALLED. :EL PIPE BOLLARD WITH FIC SLEEVE METER DuTcN BRos GNICH ARCHITECTURE 5 T U D I O ISSUED FOR PERMIT: 01.07.20 SHEET NAME: BUILDING ELEVATIONS SHEET NUMBER: A6.0 02019 DB Franchising USA, LLC 0 -1— r� C) 3 0 W z +- V C 0 0W C�°° -W on�,1 C 0 � � I y-- � 0 Co CN 7C) 0-1 U �[ ry C 13:� 0 0 0 UO����'� Q� o ou 11') 0 Q ® ) ISSUED FOR PERMIT: 01.07.20 SHEET NAME: BUILDING ELEVATIONS SHEET NUMBER: A6.0 02019 DB Franchising USA, LLC