Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Plan, Tentative APPLICANT 4/22/2021
Attachment D: Full Size Plan Sets PIERCE PARK SITE IMPROVEMENTS SPRINGFIELD, OREGON DESIGN TEAM OWNER/LANDSCAPE ARCHITECT WILLAMALANE PARK AND RECREATION DISTRICT" 250 SOUTH 32ND STREET `wa _ SPRINGFIELD, OREGON 97478 CELL: (541) 735-0515 CONTACT: SIMON DAWS, RLA EMAIL: simond@willamalane.org Yolanda Ave SURVEYOR AND CIVIL ENGINEER %e"r BRANCH ENGINEERING, INC. CONTACT: LANE BRANCH 310 5th STREET SPRINGFIELD, OREGON 97477 OFFICE: (541) 746-0637 EMAIL: Ianeb@branchengineering.com BIKE PLAY DESIGNER AMERICAN RAMP COMPANY CONTACT: DREW WELCH OFFICE: (417) 529-4884 EMAIL: drew@americanrampcompany.com Hayden Bridge Rd arta St H _x �awnYidge Ave a,,mbiing Or APRIL 2021 Ono st Flnb Ave t Bonne in „r s Urini SInNEa IrrlhE rreu6X ssr _ Marcola Rd D a 5, '.+u OR -126 Iru Yolanda EIEri sd,,.,l YVItlnCc rivB PROJECT SITE nna`-` wsr Pm.=nor Amf �:ntl5o E HanTa 0 u 5[ Marcola Rd R,r n U VICINITY MAP r. rnE rlavilr re=l.sr mle dawmmt and th, mfarmalion contained herein may not be copied or Wra nal wi h.t .,rays w itbm pyrnme. of Nfuameane Park and Rana,im District. Uno.bedmd db,I.re br .n Wim uee a, probibited by coppgbt law. REVISIONS ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE „r,w,k� WEBSITE MAPPING SERVICES, THE EXISTING SOIL TYPES ARE PREDOMINANTLY SALEM GRAVELLY SILT LOAM (NRCS SOIL #118) WITH A SMALL AREA OF MALABON—URBAN LAND COMPLEX (NRCS SOIL #76). Marcola Rd Marcola Rd M SHEET INDEX W R st = N CO.00 COVER SHEET C1.00 EXISTING CONDITIONS C1.01 EXISTING CONDITIONS 57 EC1 EROSION CONTROL NOTES O EC2 EROSION CONTROL PLAN rteEC3 EROSION CONTROL DETAILS C1.50 DEMOLITION PLAN C2.00 SITE PLAN — WEST C2.01 SITE PLAN — EAST C2.02 LAYOUT PLAN — WEST C2.03 LAYOUT PLAN — EAST C2.50 SITE DETAILS wi ams an C2.51 SITE DETAILS Parkand Recreation District C2.52 SITE DETAILSSTER'4, C3.00 SITE GRADING PLAN — WEST 1� C3.01 SITE GRADING PLAN — EAST 8 C4.00 DRAINAGE/UTILITY PLAN r Simon Daws E C5.00 LIGHTING/ELECTRICAL PLAN y OREGON J 11.00 LANDSCAPE PLAN02/04/2015 1-1.01 LANDSCAPE PLAN O���IPE 1-1.50 LANDSCAPE DETAILS DwRa 0128.22 L2.00 IRRIGATION PLAN L2.50 IRRIGATION DETAILS Drawn by SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO: C0.00 E o oLZ CL ^U C0 W U) cf) SITE DATA o LOCATION OTTO STREET W SPRINGFIELD, OREGON 97478 W SITE TABULATIONS PROJECT SITE = 5.7 ACRES TOTAL AREA OF DISTURBANCE = 2.1 ACRES (92,000 s.f.) EXISTING CONDITIONS THE EXISTING SITE IS PUBLIC OPEN SPACE, WITH TREES, UN—MOWN GRASS, ROUGH TRAILS, ETC. PROPOSED CONDITIONS > THE SITE WILL BE DEVELOPED AS A NEIGHBORHOOD PARK WITH PLAYGROUND, WALKING PATHS, BASKETBALL COURT, BIKE PARK, AND > LANDSCAPING. O U SOIL TYPES ACCORDING TO THE NATURAL RESOURCES CONSERVATION SERVICE „r,w,k� WEBSITE MAPPING SERVICES, THE EXISTING SOIL TYPES ARE PREDOMINANTLY SALEM GRAVELLY SILT LOAM (NRCS SOIL #118) WITH A SMALL AREA OF MALABON—URBAN LAND COMPLEX (NRCS SOIL #76). Marcola Rd Marcola Rd M SHEET INDEX W R st = N CO.00 COVER SHEET C1.00 EXISTING CONDITIONS C1.01 EXISTING CONDITIONS 57 EC1 EROSION CONTROL NOTES O EC2 EROSION CONTROL PLAN rteEC3 EROSION CONTROL DETAILS C1.50 DEMOLITION PLAN C2.00 SITE PLAN — WEST C2.01 SITE PLAN — EAST C2.02 LAYOUT PLAN — WEST C2.03 LAYOUT PLAN — EAST C2.50 SITE DETAILS wi ams an C2.51 SITE DETAILS Parkand Recreation District C2.52 SITE DETAILSSTER'4, C3.00 SITE GRADING PLAN — WEST 1� C3.01 SITE GRADING PLAN — EAST 8 C4.00 DRAINAGE/UTILITY PLAN r Simon Daws E C5.00 LIGHTING/ELECTRICAL PLAN y OREGON J 11.00 LANDSCAPE PLAN02/04/2015 1-1.01 LANDSCAPE PLAN O���IPE 1-1.50 LANDSCAPE DETAILS DwRa 0128.22 L2.00 IRRIGATION PLAN L2.50 IRRIGATION DETAILS Drawn by SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO: C0.00 WATER QUALITY LIMITED WATERCOURSE MAP THE SITE DOES NOT CONTAIN ANY LIMITED WATERCOURSES PER CITY MAPPING. THE NEAREST IDENTIFIED WATERCOURSE IS THE MARCOIA-OXBOW DITCH LOCATED EAST OF 71ST STREET. FLOODPLAIN MAPPING PER FEMA'S FLOOD INSURANCE RATE MAP PANEL 41a39CII5JF, THE ENTIRE SITE IS OUTSIDE THE 100 -YEAR FLOOOPWN AND FLOODWAY BOUNDARIES. THE NEAREST FLOODPLAIN BOUNDARY IS NORM OF THE AOWCENT BRIGGS MIDDLE SCHOOL SITE TO THE NORM. TIME OF TRAVEL ZONES THE SITE IS LOCATED ADJACENT TO PIERCE WELLHEAD MID IS MAPPED ALMOST ENTIRELY WITHIN THE 1-YE4R BME OF TRAVEL ZON[ IXCEPT FOR THE VERY EASTERN LIMITS WHICH ARE WITHIN THE 2-YE4R TIME OF TRAVEL ZONE bh, 1� xWOOD FENCE0. O1 '`�} OWNER LAMS TO HAVE WRITTEN AGREEMENT WITH WILIAMAIANE �O, FOR FENCE LOCATKTN) 9� OpP ha c� OP} •" A� � r. Y 5 OEIC t'dIK •� y rJT' MMM 464.7 +' i /NG\ 0.0. e. £ -S Xh 0 4 EX 20' CONC. DRIVE APRON 2'If I0 6' WOOD Ir Q FL (N)A 462.24 18' FL (N)= 466.33 FENCE 01 01� X x \ _ _ — — — — — — — — — BRUSH LINE — 9 Xe 05 X B S79".>3' ' epe<' —UNKNOWN MH 00 RIM= 469.78 0 it X x10 �R GRAPHIC SCALE 30 O 15 30 60 I IN FEET l I rtyh� VICINITY MAP NOT TO SCALE ,h6 10,h X� X X 0 Nbh I o,�thb X sem" a`4� I PROPERTY UNE vJ r- 9t �, EDGE OF PAVEMENT ELEVATION g` CURB mi.ee, CONCRETE 0 0.hh' n GRAVEL 471— CONTOUR LINE CO E PITIES: DECEMBER 31,2021 'CO x 0 WATER METER 0£h\ TOP OF BANK DQ e X STORM OPAN LINE A' rt6h' ( R LINE o BASTARD —(E)W WATER LINEWASTE M x —(E)OHW— OVER HEAD WIRES O Q (E)T — TELEPHONE UNE w WATER VAULT �E)E UNDERGROUND ELECTRICAL LINE N U) ,h6 10,h X� X X 0 Nbh I o,�thb X sem" a`4� I 0h x 0h t- M M...t mb In. hflimn.tkn ommnM n.a. my not be u.pkb m mm osd .itnmt .ipnv Witte pem.1cn d W1 ... la Pah mtl R. . ohnmL Unwthm M d1nd . or N dm u. a. Mhib[W by c.pylght kr. REVISIONS PROPERTY UNE vJ r- 9t �, EDGE OF PAVEMENT ELEVATION g` CURB mi.ee, CONCRETE 0 EDGE OF ASPHALT E'^ GRAVEL 471— CONTOUR LINE CO E PITIES: DECEMBER 31,2021 'CO FENCE 0 WATER METER ' TOP OF BANK DQ WATER VAULT (E)SD STORM OPAN LINE A' POWER POLE ( R LINE o BASTARD —(E)W WATER LINEWASTE ® WASTE WATER MANHOLE —(E)OHW— OVER HEAD WIRES E Q (E)T — TELEPHONE UNE w WATER VAULT �E)E UNDERGROUND ELECTRICAL LINE — U) — EDGE OF BRUSH LINE D ELECTRICAL RISER i! LIGHT POLE �\ SIGN z EVERGREEN TREE U DECIDUOUS TREE 0h x 0h t- M M...t mb In. hflimn.tkn ommnM n.a. my not be u.pkb m mm osd .itnmt .ipnv Witte pem.1cn d W1 ... la Pah mtl R. . ohnmL Unwthm M d1nd . or N dm u. a. Mhib[W by c.pylght kr. REVISIONS q)rancr ?NG INEERING Since 19 civil . transportatio structural. geotechnica SURVEYING ccs co vJ r- 9t �, EDGE OF PAVEMENT ELEVATION g` � � mi.ee, EW 0 OREGON o E'^ ` /O CO E PITIES: DECEMBER 31,2021 'CO i E Date: 03.03.21 well � `., a) O ^Q` Qeee > ty CID X o W Q Lee. E Q — U) O w O z U O d q)rancr ?NG INEERING Since 19 civil . transportatio structural. geotechnica SURVEYING ccs co of O }R 9t �, EDGE OF PAVEMENT ELEVATION g` � � eefeeeP C EW 0 OREGON o E'^ ` /O CO E PITIES: DECEMBER 31,2021 'CO E VJ Date: 03.03.21 well Scale:AS SHOWN ) ^Q` W }, ty CID X W q)rancr ?NG INEERING Since 19 civil . transportatio structural. geotechnica SURVEYING ccs PRO4 x 0 TOP OF CONCRETE ELEVATION �S IN `r09 #52996 9t �, EDGE OF PAVEMENT ELEVATION g` � � .0 er EDGE OF GRAVEL ELEVATION DIGITALLY SIGNED 0 OREGON o TOP OF CURB A �y9F� RLANEO��P ++ +F. TOP OF ASPHALT ELEVATION ><+ E PITIES: DECEMBER 31,2021 + x+++ SPOT ELEVA77ON Drawn by MD Date: 03.03.21 Scale:AS SHOWN C1.00 2 UI WOOD FENCE — — — — _ —X_ _r. � X —467 ti X X 4P x065 X 467 b X � x060 x000. ay0'� X x1861 X a00y X Oro 6 X X 4 p00b x061 X 1006 X x069 � X x 0 X x00. 106 X 11801 6 X 118618+�918R X _ 1 .61 a660k� �(f X a�Oti X x06168 p615 W—(E)H X 0y ( E IN 0 ab 43"W 1161• ) ,018' X ..e5a,� 579'53' X 556 B 2 -YEAR TO.T. abbe 101 1 -YEAR T.O.T. I 1X 0 4� x601 X X X06 ably x01 i X ab �- X-(E)W JI zl O tr C 1 -YEAR WELLHEAD TIME OF TRAVEL OUN (TOT) BWNDARY ( — 9.� All document and Ibe In mnot. c.tdnnd ban may npt be copied a repmN MI n,. Witten pennins on of wilomapne Par, and RarepUm DWd UnmNnnzwd diwd.w a mn dm use aro pohibil by cW)tht Ip.. REVISIONS 0 0 48 O CDM (V (n ¢O W J XQ C� a� al N �I E O el 51 sd s" Q o X eQ s� TAX MAP: 17-02-19-33 LOT 1500 TAY MAP: 17-03-24-44 LOT 23W GRAPHIC SCALE 30 O 15 30 60 IN FEET PROPERTY LINE CURB CONCRETE 0 EDGE OF ASPHALT GRAVEL 0 TOP OF CONCRETE ELEVATION UR LINE ® WATER METER x+ X FENCE� WATER VAULT TOP OF BANK D4 x+.Q• �p ,EDGE OF PAVEMENT ELEVATION (E)SD STORM DRAIN LINE A' POWER POLE }+ c'T' —(E)WW— WASTE WATER LINE o BOLLARD0 EDGE OF GRAVEL ELEVATION (E)W WATER LINE ® WASTE WATER MANHOLE —(E)OHW— OVER HEAD WIRES ++ 0 TOP OF CURB — (E)T — TELEPHONE LINE Ren WATER VAULT P (E)E UNDERGROUND ELECTRICAL LINE ++ TOP OF ASPHALT ELEVATION EDGE OF BRUSH LINE ID ELECTRICAL RISER x+++ 1i1 LIGHT POLE+ SIGN x+� SPOT ELEVATION EVERGREEN TREE DECIDUOUS TREE arancr. ENGINEERING Since l9 civil • transportatio structural • geotechnica SURVEYING / 2 /-' #52996 "1 DIGITALLY SIGNED OREGON \Z EBR�ARY B, qF( LANE 6P EXPIRES: DECEMBER 31, 2021 Drawn by MD Date: 03.03.21 Scale: AS SHOWN SHEET NO: C1.01 '^ VJ zl O tr C W C Cz O E/ \) O O Co Co U a� ^L E C Q co rag 1101 1189? LL U) x00 109 y --T 0) r ^ U) O w 6R 18R e bk9�g6, 0_ O z d U Co^^ y! j 0 a W000 FELE 0 0 48 O CDM (V (n ¢O W J XQ C� a� al N �I E O el 51 sd s" Q o X eQ s� TAX MAP: 17-02-19-33 LOT 1500 TAY MAP: 17-03-24-44 LOT 23W GRAPHIC SCALE 30 O 15 30 60 IN FEET PROPERTY LINE CURB CONCRETE 0 EDGE OF ASPHALT GRAVEL 0 TOP OF CONCRETE ELEVATION UR LINE ® WATER METER x+ X FENCE� WATER VAULT TOP OF BANK D4 x+.Q• �p ,EDGE OF PAVEMENT ELEVATION (E)SD STORM DRAIN LINE A' POWER POLE }+ c'T' —(E)WW— WASTE WATER LINE o BOLLARD0 EDGE OF GRAVEL ELEVATION (E)W WATER LINE ® WASTE WATER MANHOLE —(E)OHW— OVER HEAD WIRES ++ 0 TOP OF CURB — (E)T — TELEPHONE LINE Ren WATER VAULT P (E)E UNDERGROUND ELECTRICAL LINE ++ TOP OF ASPHALT ELEVATION EDGE OF BRUSH LINE ID ELECTRICAL RISER x+++ 1i1 LIGHT POLE+ SIGN x+� SPOT ELEVATION EVERGREEN TREE DECIDUOUS TREE arancr. ENGINEERING Since l9 civil • transportatio structural • geotechnica SURVEYING / 2 /-' #52996 "1 DIGITALLY SIGNED OREGON \Z EBR�ARY B, qF( LANE 6P EXPIRES: DECEMBER 31, 2021 Drawn by MD Date: 03.03.21 Scale: AS SHOWN SHEET NO: C1.01 '^ VJ zl O tr C C E/ O Co Co 0- E B co rag 1101 1189? Co x00 109 0) �9 B�� 6R 18R e bk9�g6, 0_ C N d 9p a10ti'h Ey Co^^ y! j W000 FELE 110. Co i S 0q ,0 In >. 0 1 1.470 rod' p I I�I W 0 0 48 O CDM (V (n ¢O W J XQ C� a� al N �I E O el 51 sd s" Q o X eQ s� TAX MAP: 17-02-19-33 LOT 1500 TAY MAP: 17-03-24-44 LOT 23W GRAPHIC SCALE 30 O 15 30 60 IN FEET PROPERTY LINE CURB CONCRETE 0 EDGE OF ASPHALT GRAVEL 0 TOP OF CONCRETE ELEVATION UR LINE ® WATER METER x+ X FENCE� WATER VAULT TOP OF BANK D4 x+.Q• �p ,EDGE OF PAVEMENT ELEVATION (E)SD STORM DRAIN LINE A' POWER POLE }+ c'T' —(E)WW— WASTE WATER LINE o BOLLARD0 EDGE OF GRAVEL ELEVATION (E)W WATER LINE ® WASTE WATER MANHOLE —(E)OHW— OVER HEAD WIRES ++ 0 TOP OF CURB — (E)T — TELEPHONE LINE Ren WATER VAULT P (E)E UNDERGROUND ELECTRICAL LINE ++ TOP OF ASPHALT ELEVATION EDGE OF BRUSH LINE ID ELECTRICAL RISER x+++ 1i1 LIGHT POLE+ SIGN x+� SPOT ELEVATION EVERGREEN TREE DECIDUOUS TREE arancr. ENGINEERING Since l9 civil • transportatio structural • geotechnica SURVEYING / 2 /-' #52996 "1 DIGITALLY SIGNED OREGON \Z EBR�ARY B, qF( LANE 6P EXPIRES: DECEMBER 31, 2021 Drawn by MD Date: 03.03.21 Scale: AS SHOWN SHEET NO: C1.01 MI 4 vE U • Ir' X Q LIR WILLAMALANE PIERCE PARK SITE IMPROVEMENTS SPRINGFIELD, LANE COUNTY, OREGON EROSION AND SEDIMENT CONTROL NARRATIVE PROPOSED CONSTRUCTION ACTIVITY THE PROJECT ADDRESSED BY THIS EROSION AND SEDIMENT CONTROL PLAN CONSISTS OF DEVELOPING EXISTING VACANT PARK LAND INTO A NEW CITY PARK. THE PROJECT WILL INCLUDE THE ADDITION OF NEW SIDEWALKS, PLAYGROUND STRUCTURES, BASKETBALL COURT, UTILITIES, AND LANDSCAPING. EXCAVATION AND FILL MINOR GRADING WILL BE NECESSARY TO ACHIEVE PROPOSED GRADES. ANY SUITABLE EXCAVATION MATERIAL WILL BE USED AS FILL IN LOW AREAS. SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, OREGON, BY THE NATURAL RESOURCE CONSERVATION SERVICE, THE SOILS AT THE SITE ARE MAPPED AS MALABON-URBAN LAND COMPLEX (76) AND SALEM GRAVELLY SILT LOAM (118). EXISTING CONDITIONS MUCH OF THE EXISTING LANDSCAPING ON SITE ARE GRASS AND VARIOUS SHRUBS AND TREES. CONSTRUCTION SCHEDULE CUT/FILL QUANTITIES MOBILIZATION & EROSION CONTROL MEASURES AUG 2021 AUG 2021 (FINISH GRADE TO EXISTING GRADE) EARTHWORK AUG 2021 OCT 2021 IMRPOVEMENTS AUG 2021 OCT 2021 CUT ____ 750 _ C.Y. FINAL NOV 2021 NOV 2021 FILL _ _ 900 _ C, Y. (CONTRACTOR 70 YM -0 INSPECTION REQUIREMENTS 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST EVERY TWO WEEKS REGARDLESS OF WEATHER. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED DAILY DURING PERIODS WHEN STORM WATER RUNOFF OR SNOW MELT RUNOFF OCCURS. 3. STORM WATER RUNOFF DISCHARGE POINT FOR THE SITE IS TO BE MONITORED FOR TURBIDITY, DAILY WHEN RAINING AND ANY TIME DISCHARGE ACTIVITIES ARE OCCURRING. IF SIGNIFICANT AMOUNTS OF SEDIMENT ARE LEAVING THE WORK AREA, CORRECTIVE ACTION SHALL BE TAKEN TO REDUCE THE DISCHARGE OF SEDIMENTS AND THE ESCP SHALL BE AMENDED ACCORDINGLY. 4. SEE MONITORING FREQUENCY TABLE ON SHEET EC4. WRITTEN RECORDS 1. A WRITTEN RECORD OF INSPECTIONS FOR AN ACTIVE SITE SHALL BE KEPT ON SITE AND MADE AVAILABLE UPON REQUEST TO D.E.O., ITS AGENT, OR LOCAL MUNICIPALITY. MAINTENANCE OF EROSION CONTROL MEASURES THE EROSION CONTROL MEASURES DESCRIBED ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO 1.) ENSURE THAT SEDIMENT DOES NOT LEAVE THE SITE, AND 2.) ENSURE EXISTING VEGETATION ON SITE SHALL BE PRESERVED UNTIL ALL GRADING IS COMPLETE. THE INSTALLED MEASURES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED, ENHANCED AND/OR UPGRADED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. INSPECTION TABL EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: DEQ GENERAL NOTES 1. HOLD A PRE -CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. (SCHEDULE A.8.c.i.(3)) 2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. (SCHEDULE A.12.b AND SCHEDULE B.1) 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQS 1200-C PERMIT REQUIREMENTS. (SCHEDULE 8.1.c AND B.2) 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, THE ABOVE RECORDS MUST BE RETAINED BY THE PERMIT REGISTRANT BUT DO NOT NEED TO BE AT THE CONSTRUCTION SITE. (SCHEDULE B.Zc) 5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCHEDULE A 8.0) 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SCHEDULE A. 12.c.i) 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SCHEDULE A.12.c.iv. AND v) 8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A. Ta.iu) 9. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SCHEDULE A.8.c.i.(1) & (2)) 10. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE -VEGETATE OPEN AREAS. RE -VEGETATE OPEN AREAS. RE -VEGETATE OPEN AREAS WHEN PRACTICAL BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SCHEDULE A.7.a.v) 11. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50 -FEET OF WATERS OF THE STATE. (SCHEDULE A.7.b.i AND (2(a)(b)) 12. INSTALL PERMIETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SCHEDULE A.B.c.i.(5)) 13. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNELS AND STREAMBANKS. (SCHEDULE A. Tc) 14. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION , BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SCHEDULE A.7.d.i) 15. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SCHEDULE A.B.c.L(6)) 16. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATION MEASURES ARE NOT REQUIRED FOR AREAS THAT ATE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS. (SCHEDULE A.8.c.ii.(3)) 17. ESTABLISH MATERIAL AND WASTE STORAGE AREAS AND OTHER NON-STORMWATER CONTROLS.A.8.c.i. SCHEDULE 7 ( (» 18. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND -DISTURBING ACTIVITIES. (SCHEDULE A 7.d.ii AND A.8.c.i(4)) 19. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER -TIGHT TRUCKS OR DRAIN LOADS ON SITE. (SCHEDULE A.Td.ii.(5)) 20. CONTROL PROHIBITED DISCHARGE FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SCHEDULE4.6) 21. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE,; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES, PAINTS, SOLVENTS, AND CURING CPOMPONDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.e.42)) 22. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCHEDULE A Te.X.) 23. USE WATER, SOIL -BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. (SCHEDULE A 7.a.iv) 24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME -RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.&N) 25. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO -COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCHEDULE A.9.d) 26. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCHEDULE A 7.b) 27. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SCHEDULE A 7.eJi.(2)) 28. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER. (SCHEDULE A.Ta.i) 29. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.c.i) 30. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. (SCHEDULE AA.c.i) 31. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.c.ffi & iv) 32. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN -STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME (SCHEDULE A.9.b.1) 33. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCHEDULE A.9.b.ii) 34. THE EMIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. (SCHEDULE A TU) 35. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.Tf.ii) 36. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCHEDULE A.B.c.R(1) AND D.JxJi AND iii) GRADING. STREET AND UTILITY EROSION CONTROL CONSTRUCTION NOTES 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION 1. MINIMUM FREQUENCY ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO 2. DAILY WHEN STORMWATER RUNOFF, INCLUDING FROM SNOW MELT, IS SITE CONDITION OCCURRING. APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCED RUN-OFF VELOCITY. 2. PERIMETER CONTROL SEDIMENT BARRIERS TO BE INSTALLED PRIOR TO CONSTRICTION. ADDITIONAL TEMPORARY AT LEAST ONCE EVERY 14 DAYS, REGARDLESS OF WHETHER STORMWATER 1. ACTIVE PERIOD RUNOFF IS OCCURRING. 2. PRIOR TO THE SITE BECOMING INACTIVE OR IN ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE. COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED ANTICIPATION OF SITE INACCESSIBILITY IN WORKING ORDER. ANY NECESSARY MAINTENANCE AND REPAIR MUST BE MEASURES. IMMEDIATELY UPON ESTABLISHMENT OF FINISH GRADE. MADE PRIOR TO LEAVING THE SITE. 3. INACTIVE PERIODS GREATER THAN FOURTEEN ONCE EVERY MONTH. BE COVERED WITH PLASTIC SHEETING. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. (14) CONSECUTIVE CALENDAR DAYS 6. 4. PERIODS DURING WHICH THE SITE IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ADDITIONAL EROSION CONTROL MEASURES. INACCESSIBLE DUE TO INCLEMENT WEATHER ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION. 5. PERIODS DURING WHICH DISCHARGE IS UNLIKELY MONTHLY, RESUME MONITORING IMMEDIATELY UPON MELT, OR WHEN MULCHING, OR OTHER APPROVED MEASURES. DUE TO FROZEN CONDITIONS WEATHER CONDITIONS MAKE DISCHARGE LIKELY. EROSION AND SEDIMENT CONTROL BMP IMPLEMENTATION: DEQ GENERAL NOTES 1. HOLD A PRE -CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. (SCHEDULE A.8.c.i.(3)) 2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. (SCHEDULE A.12.b AND SCHEDULE B.1) 3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQS 1200-C PERMIT REQUIREMENTS. (SCHEDULE 8.1.c AND B.2) 4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, THE ABOVE RECORDS MUST BE RETAINED BY THE PERMIT REGISTRANT BUT DO NOT NEED TO BE AT THE CONSTRUCTION SITE. (SCHEDULE B.Zc) 5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCHEDULE A 8.0) 6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SCHEDULE A. 12.c.i) 7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SCHEDULE A.12.c.iv. AND v) 8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A. Ta.iu) 9. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SCHEDULE A.8.c.i.(1) & (2)) 10. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE -VEGETATE OPEN AREAS. RE -VEGETATE OPEN AREAS. RE -VEGETATE OPEN AREAS WHEN PRACTICAL BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. (SCHEDULE A.7.a.v) 11. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50 -FEET OF WATERS OF THE STATE. (SCHEDULE A.7.b.i AND (2(a)(b)) 12. INSTALL PERMIETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SCHEDULE A.B.c.i.(5)) 13. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNELS AND STREAMBANKS. (SCHEDULE A. Tc) 14. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION , BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SCHEDULE A.7.d.i) 15. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. (SCHEDULE A.B.c.L(6)) 16. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATION MEASURES ARE NOT REQUIRED FOR AREAS THAT ATE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS. (SCHEDULE A.8.c.ii.(3)) 17. ESTABLISH MATERIAL AND WASTE STORAGE AREAS AND OTHER NON-STORMWATER CONTROLS.A.8.c.i. SCHEDULE 7 ( (» 18. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND -DISTURBING ACTIVITIES. (SCHEDULE A 7.d.ii AND A.8.c.i(4)) 19. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER -TIGHT TRUCKS OR DRAIN LOADS ON SITE. (SCHEDULE A.Td.ii.(5)) 20. CONTROL PROHIBITED DISCHARGE FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SCHEDULE4.6) 21. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE,; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES, PAINTS, SOLVENTS, AND CURING CPOMPONDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.e.42)) 22. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCHEDULE A Te.X.) 23. USE WATER, SOIL -BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. (SCHEDULE A 7.a.iv) 24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME -RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.&N) 25. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO -COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCHEDULE A.9.d) 26. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCHEDULE A 7.b) 27. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SCHEDULE A 7.eJi.(2)) 28. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER. (SCHEDULE A.Ta.i) 29. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.c.i) 30. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. (SCHEDULE AA.c.i) 31. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.c.ffi & iv) 32. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN -STREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME (SCHEDULE A.9.b.1) 33. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCHEDULE A.9.b.ii) 34. THE EMIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. (SCHEDULE A TU) 35. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.Tf.ii) 36. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCHEDULE A.B.c.R(1) AND D.JxJi AND iii) GRADING. STREET AND UTILITY EROSION CONTROL CONSTRUCTION NOTES 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION 1. SEED USED FOR PERMANENT SEEDING SHALL BE NATIVE SEED MIX APPROVED BY OWNER. ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO 2. SLOPE TO RECEIVE PERMANENT SEEDED COMPOST SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF TRACK -WALKING OR THE USE OF OTHER COMMENCEMENT OF CONSTRUCTION ACTIVITIES AS REQUIRED. APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCED RUN-OFF VELOCITY. 2. PERIMETER CONTROL SEDIMENT BARRIERS TO BE INSTALLED PRIOR TO CONSTRICTION. ADDITIONAL TEMPORARY 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX SEDIMENT CONTROL MEASURES TO BE INSTALLED DURING AND AFTER CONSTRUCTION AS NEEDED. EROSION AND APPLICATION RATE. CONTROL MEASURES ARE TO BE INSTALLED IMMEDIATELY AFTER ESTABLISHMENT OF FINISH GRADE. 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE. COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED 3. FINAL SLOPE STABILIZATION MEASURES, INCLUDING EROSION CONTROL BLANKETS, SHALL BE INSTALLED MEASURES. IMMEDIATELY UPON ESTABLISHMENT OF FINISH GRADE. 5. STOCKPILED SOIL OR STRIPPING SHALL BE PLACED IN A STABLE LOCATION AND CONFIGURATION. DURING "WET WEATHER" PERIODS, STOCKPILES SHALL 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND VEGETATION FULLY ESTABLISHED PRIOR TO BE COVERED WITH PLASTIC SHEETING. SEDIMENT FENCE IS REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. RECEIVING STORMWATER DISCHARGE FROM PAVED AREAS. 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THOUGH THE USE OF TEMPORARY SEEDING AND MULCHING, SLOPES EXCEEDING 25% MAY REQUIRE 5. INLET PROTECTION SHALL BE IN-PLACE PRIOR TO PAVING ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES. 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, TEMPORARY AND PERMANENT VEGETATION SPECIFICATIONS:STRAW MULCHING, OR OTHER APPROVED MEASURES. B. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. 1. FOR DISTURBED AREAS OPEN FOR SEVEN DAYS OR MORE, STRAW MULCH SHALL BE SPREAD OVER DISTURBED ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE AREA. KEPT CLEAN FOR THE DURATION OF THE PROJECT. 2. SEEDED COMPOST SHALL BE USED TO STABILIZE DISTURBED AREAS USING THE PERMANENT SEEDING MIX PER 9• ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET PROTECTION LANDSCAPE ARCHITECT MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED. J. REMUS TERRASEEDED ECOBLANKET OR APPROVED EQUAL SHALL BE USED FOR PLACEMENT OF PERMANENT 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN WATER -TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEEDING. SEDIMENT -LADEN WATER. 4. SLOPES TO RECEIVE PERMANENT SEEDING SHALL HAVE THE SURFACE ROUGHENED BY MEANS OF 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE TRACK -WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED STORM WATER SYSTEM (MINIMUM 50 FEET AWAY FROM STORM FACILITY, NATURAL RESOURCE PROTECTION AREA OR STORM WATER DISCHARGE POINT. IF BEDDING AND REDUCES RUN-OFF VELOCITY. INCLUDE A TACKIFIER OR BONDING AGENT TO HYDROSEED. THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY MEASURES SUCH AS BERMS 5. ALL SLOPES GREATER THAN 3:1 SHALL BE COVERED WITH A MEDIUM -DENSITY CEO -JUTE MAT UNTIL OR TEMPORARY SETTLING PITS MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT VEGETATION IS ESTABLISHED. REACHED 50% OF THE CAPACITY. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF IN TO THE STORM WATER SYSTEM. 14. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. VICINITY MAP NOT TO SCALE LAND AND DRAINAGE ALTERATION PROGRAM (LDAP) 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 THE 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 VEGETATION / 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 THE 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, ECT). 8. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY INSPECTOR TO INSURE PUBLIC RIGHT-OFWAYS 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, CVS 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 MATERALS 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 PAINT, THINNERS, FUELS, AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE ADJACENT PROPERTIES, OR INTO WATER FEATURES, THE CfIY'S STORM WATER SYSTEM, OR RELATED 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). SITE DATA DESIGN TEAM PROPERTY DESCRIPTION TAX MAP: 17-03-24-44 TAX LOTS: 2300 & 1500 PROJECT LOCATION NO PHYSICAL ADDRESS ASSOCIATED. SPRINGFIELD LATITUDE = 44.070213 LONGITUDE = -122.988984 SITE TABULATIONS PROJECT SITE = 5.81 ACRES TOTAL AREA OF DISTURBANCE = 2.5 ACRES OWNER/APPLICANT WILLAMALANE PARKS AND RECRFA77ON DISTRICT CONTACT: SIMON DAWS 250 SOUTH 32nd STREET SPRINGFIELD, OR 97478 PHONE. (541) 736-4049 EMAIL: simond®willamalane.org CIVIL ENGINEER/SURVEYOR BIWICH ENGINEERING, INC. CONTACT.. LANE BRANCH, P.E. 310 5TH STREET SPRINGFIELD, OR 97477 PHONE. (541) 746-0637 E-MAIL: loneb@branchenginnring.com SHEET INDEX ECI EROSION CONTROL NOTES EC2 LAND DRAINAGE PLAN EC3 EROSION CONTROL DETAILS Thh dounnmt and M. hfi,.dlm mntahW N.b m, not b. a,IW m r dm.a �nhwt .pm. .M. p.Wm of M9lvndm. PaN and R bo, Dl.4ht. I uthmb dlclawm ar amebualbn ur m pmhblt.d by wydght Im I REVISIONS I 4 C Ong lancr. INEERING civil . transportati structural• geotechni SURVEYING L2 / -V #52996 'T' uL_A DIGITALLY SIGNED _ OREGONoo �$ �S EBRUARY B,t� P qF( LANE 0� Drawn by. MD Date: 03.03.21 Scale:AS SHOWN SHEET NO: EC1 SITE (EAST) 2 ai_ U • iG Q A 3 0 ©:E T 9001 TAX LOT 7032444 TAX LOT 2200 TAX MAP 17032444 C I x - �'•• ta4 7i C. .1 • n4 v :v4Nx�r . .• 'ai vZiN'avv'C"•'.'�i T J'- •�•: r — Be:.. •. . A y' Mme_ i •. —WAT— _ wATTpX — MN? _ *AT �.A-- — � EROSION CONTROL NOTES TAX MAP 170 33 A Lv I u�� , _I TAX M 021933 ull TAX LOT 900 TAX MAP 17021933 i .•.-.-... •...•........•.•.,._. •. •..•.•. •...•.•.-.... •.-.-.-. •. •. •.•. •....•.•.•. •.•.-.•.,. _.-.•._.•._.-..•.'..,....'.'.'.'.'.'.'.... . lk= :�` .:::::::::::: ::::::::::::_::: :............. ...:... ::::)AX, L ... . '.' SAX MAP.t7,OC as . ... . ........ .. . ............... . ...... ........... ................. . .......... ..... .. ..... .. ...... .... .......................... 3 .... .. '1rJ0�•:•:••.,...... ... ... .. ........................ ... . AX 7o19a3 VAT — _ VAT _ — - -WPT — 1.' VAT wA _ _ i� _ AT_ _ _ VAT — ` VAT VAT - - —WPT- -WAT— — — J \�� _ WAT — _ —wAr— _ Vl NOT USED. U� INSTALL CATCH BASIN INSERT AND BIO -BAGS PER DETAIL 5&7/ECJ. V INSTALL ORANGE CONSTRUCTION FENCE PER DETAIL 4/EC3. 0 CONSTRUCT SILT FENCE OR BARK BERM FENCE PER DETAIL 3&8/ECJ. 05 CONSTRUCT CONCRETE WASHOUT AREA PER DETAIL 6/ECJ. ACTUAL LOCATION TO BE DETERMINED AS SITE �J CONDITIONS WARRANT. U SUGGESTED LOCATION FOR STOCKPILING AREA. FINAL LOCATION TO BE SELECTED BY CONTRACTOR & APPROVED BY OWNER. U SUGGESTED LOCATION FOR STAGING AREA. FINAL LOCATION TO BE SELECTED BY CONTRACTOR & APPROVED BY OWNER. 08 ENTRANCE/EXIT FOR VEHICLES ACCESSING SITE PER DETAIL i/EC3. GENERAL NOTES: 1. ALL EXISTING TREES IN OR NEAR CONSTRUCTION AREA TO BE PROTECTED WITH ORANGE CONSTRUCTION FENCE INSTALLED PER DETAIL 4/ECJ 2. AREA OF DISTURBANCE - APPROXIMATELY 39,500 SF (0.9 ACRES) 3. CONSTRUCTION VEHICLE ACCESS VA OTTO ST 4. 100 YEAR FLOODPLAIN IS OUTSIDE ZONE OF INTEREST SOIL TYPES: ACCORDING TO THE USDA NATURAL RESOURCES CONSERVATION SERVICES WEB SOIL SURVEY, THE SITE SOIL IS MAPPED AS THE SALEM -URBAN LAND COMPLEX (NATIONAL MAP UNIT SYMBOL 2341) AND OXLEY-URBAN LAND COMPLEX (NATIONAL MAP UNIT SYMBOL 2339). LEGEND: — — LIMITS OF DISTURBANCE -x ■ ORANGE CONSTRUCTION FENCING 0 SILT FENCE OR BARK BERM —499_ EXISTING CONTOUR 0=11, BIO-BAG SEDIMENT BARRIER NEW PLAYGROUND AREA SAFETY SURFACE. CATCH BASIN INSERT C:asg.4o PROPOSED ELEVATION Erosion Control Plan ?° 60 HORIZONTAL SCALE I' = 30'-0' LEGEND EXISTING BUILDING �.. IB�(cl •' _WATT WAT— M *AT *AT — ' ^ ^' / E, •' — — _ WAT — �/ —� WPT _WAT— _ WAt — JG WAT � —WAT— _ —*AT— wa — — FUTURE DEVELOYM — I SITE (WEST) AX LOT 1000 TAX MAP 17021933 TAX MAP 17021933 'DEVELOPMENT) iN STREET (FUTURE • TAX LOT 1300 TAX MAP 17 02 19CC TAX LO ",TAX MAP . aHw • (E 11021933— VAT — • �wnr— TAX MAP • W— f�)"� v EEE R�CA� sogto ' �wPT- -WAi— _ — —WPT— WPT — — FUTURE DEVELOPMENT u PROPOSED LIGHT DUTY CONCRETE SIDEWALKS EXISTING TREES TO REMAIN PROPOSED HEAVY DUTY CONCRETE SIDEWALKS I 1 GpDTREES PROPOSED DECIDUOUS 35�1� NEW PLAYGROUND AREA SAFETY SURFACE. EXISTING NON -IRRIGATED GRASS AREAS RETAINED PROPOSED CONIFEROUS TREES PROPOSED SEEDED/IRRIGATED LAWN AREAS. SEE LANDSCAPE PLANS PROPOSED SHRUB PLANTERS. SEE LANDSCAPE PLANS - PROPOSED GRAVEL PATHS PROPOSED CONTOURS AT 1' INTERVAL EXISTING CONTOURS AT 1' INTERVAL IRRIGATION SLEEVES WITH SIZE. SEE IRRIGATION PLANS. BID ALTERNATE /2: NEW 6' HEIGHT CHAIN LINK FENCE. aECLRLGII. CONDWf WAT 1MIER LINE SITE (WEST) AX LOT 1000 TAX MAP 17021933 TAX MAP 17021933 'DEVELOPMENT) iN STREET (FUTURE • TAX LOT 1300 TAX MAP 17 02 19CC TAX LO ",TAX MAP . aHw • (E 11021933— VAT — • �wnr— TAX MAP • W— f�)"� v EEE R�CA� sogto ' �wPT- -WAi— _ — —WPT— WPT — — FUTURE DEVELOPMENT u Thh mmmmt and dt Mami.tlm mnt hW N.F m, not b. 411 m r. dwW �nhwt .p .M. p.Wm of MNvmlm. Pv mE Rx W, Dbftt. I othmtr Elcl.wre .r �mebmlbn ur m Pm N w by mp,4t Iw. REVISIONS Cz LL U 7a n 0 to 0 U 0 0 L. W INEERIN civil • transportati III structural • geotechni I — SURVEYING aL c 2 / "4 #52996 'L' NL_A DIGITALLY SIGNED _ OREGOrM �$ �S EBRLARY B,t� P qF( LANE 0� Drawn by. MD Date: 03.03.21 Scale: AS SHOWN SHEET NO: EC2 'I' I 1 TA 30' 35�1� Thh mmmmt and dt Mami.tlm mnt hW N.F m, not b. 411 m r. dwW �nhwt .p .M. p.Wm of MNvmlm. Pv mE Rx W, Dbftt. I othmtr Elcl.wre .r �mebmlbn ur m Pm N w by mp,4t Iw. REVISIONS Cz LL U 7a n 0 to 0 U 0 0 L. W INEERIN civil • transportati III structural • geotechni I — SURVEYING aL c 2 / "4 #52996 'L' NL_A DIGITALLY SIGNED _ OREGOrM �$ �S EBRLARY B,t� P qF( LANE 0� Drawn by. MD Date: 03.03.21 Scale: AS SHOWN SHEET NO: EC2 Th6 dwummt and M. htmm.tlm mnahal hIII m.y not b. a,Ibbl m n dm.J .nhwt .,I nntm p.Wm of M I Im. PaN and Rxrmtbn LAND AND DRAINAGE ALTERATION PROGRAM (LDAP) GENERAL NOTES EX7R4 STRENGTH FILTER FABRIC DI'"at NEEDED WITHOUT WIRE MESH SUPPORT IamthIxbA dlcmwr. or am.watbn ,m %I.d by wylght Iw. 1. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH LDAP STAFF IS REQUIRED. ISSUANCE OF THIS STEEL OR REVISIONS PIAN DOES NOT RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM ALL OTHER PERMITTING REQUIREMENTS. WOOD POST PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY APPROVALS SHALL BE OBTAINED. DIVERS/ON RIDGE REQUIRED ATTACH FILTER FABRIC 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON 7HE PLAN ARE 7HE MINIMUM REQUIREMENTS FOR WHERE GRADE EXCEEDS 2A' 2 X OR GREATER SECURELY TO UPSTREAM SIDE OF POST ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED �� FOR UNEXPECTED STORM EVENTS AND 7O ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT LEAVE THE , SITE. ROADWAY \ /\\ \ - /' /,✓ YG//moi -FLOW dI 3. THE IMPLEMENTATION OF 7HE ESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE '\j7 �/ r EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT HOLDER AND OR THE CONTRACTOR F4 TER FABRIC VEHICLE VEHICLE UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED AND VEGETATION / LANDSCAPING IS ESTABLISHED. SECTION A - A EXIT ENTRY yy 4 THE UNDARIES OF THE CLEARING LIMITS SHOWNSHALL BE IN THE BY \NOTE OB4G5, SLOPE TO DRAIN BACK TO 12" 12" WASH (typ) 10"/ W/RE SUPPORT FENCE MAXIMUM AC/NG W/7T, FLAGGEDTME BYOND THEIELD ENGINEER PRIOR TO CONSTRUCTION. DURING 7HE CONSTRUCTIONNPERIOD, NO DI�RBALY NCEGED SPILLWAY USE STRAW B4LE5 STRAW BALES, SANDBAGS OR 07HER APPROVED METHODS /\/j/��/i .. ,� 6' (I.Bm) MAX/MUM SPACING WITHOUT CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE PERMIT HOLDER AND OR THE CONTINUOUS BERM OF 70 CFLWNEL/ZE RUNOFF TO PORT WIRE' SU PORT FENCE SN CONTRACTOR FOR THE DURATION OF CONSTRUCTION. EOU/VALENT HEIGHT BASIN AS REQUIRED. 5. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECTED AND MAINTAINED DAILY AND SUPPLY WATER TO WASH a IMPERVIOUS RUN OUT AREA; o vJ WITHIN THE 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. WHEELS /F NECESSARY GRADE TO DRAIN TO WASH STEEL OR WOOD POST 36' (1m) HIGH MAX. �r 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 POND/NG HEIGHT POND/NG HEIGHT (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. qFIDWVJ o °0 f l6F �I J14' (20 ( ) 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 0 ti / FLOW Flow / 50' min. 8' 10' 16' (min. 12' ) -MIN ROCK PLOW �, O DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIATELY. 9' MAX Ir ~ /'� 0- o- RE PLAN S7(ORACE B' (200mm) \ 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS ' 30 A A 2"-3" /50-75mm) .� '""""""'""""" / _.w, a DURING THE WEI SEASON (OCTOBER 1 TO APRIL 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 70 SEPTEMBER COURSE ACCRECrI p' PROVIDE WATER \\/\\" , \ 30 SHALL BE IMMEDL47ELY STABILIZED WITH AN APPROVED ESC METHOD SEEDING & MULCHING WITH STRAW, BARK, ( ° ,y//N. MIN. 6' (150mm) 7H/CK DIRECTION OF SUPPLY E, /\ r;,*.;- // /� //� COMPOST, OR PLASTIC COVERING, ECT). ° ° ° ° ° ° O TRAVEL AND MAINTAIN 12" ry OF TER AT ALL 12" MIN. \\'\� \\,\� 72' MIN (JOOmm) /\ (800mm) �\ 8. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY INSPECTOR TO INSURE PUBLIC ° TIMES. �\ !ll J \% Y ^ RIGHT-OFWAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET FLUSHING IS PROHIBITED. 1R rad .... 4x6" (100 X 150mm) TRENCH WI7H COMPACTED 9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER-TIGHT TRUCKS SHALL BE USED LOADS SHALL BE DIVERSION RIDGE a) t+ TH DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NOOMORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN . TRENCH DETAIL INSTALLATION WITHOUT TRENCHING WATER WILL NOT BE ALLOWED TO ENTER THE STORM WATER SYSTEM. �r 10, EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A SUITABLE MANNER WITHOUT 100' MIN. PLAN CONCRETE #5 BARS 11" O.C. BOTHw NOTES. / /1 �O V J y-, DAMAGE TO ADJACENT PROPERTY, Cltt'S STORM WATER SYSTEM, WATER FEATURES, AND RELATED NATURAL RESOURCES. 12" WAYS AGGREGATE 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO m O APPROVAL OF A DEWATERING SYSTEM DOES NOT GUARANTEE THAT IT WILL MEET COMPLIANCE OR BE ACCEPTABLE FOR NOTES SUBGRADE MAXIMIZE PONDING EFFICIENCY. z USE IN ALL SITUATIONS. MODIFICATIONS TO THE DEWATERING SYSTEM WILL REQUIRED IF COMPLIANCE CAN NOT BE MET. 1. THE ENTRANCE SHALL BE /N A COC THAT WILL PREVENT GEOTEX77LE ST AT NO TIME WILL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE TRACKING OR FLOWING SEDIMENT ON RIGHT-CF-WAYS SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS: THIS MAY 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT w REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED , AND REMOVE SEDIMENT WHEN NECESSARY. 9" (225mm) 'o 11. A SUPPLY MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE LDAP OR OTHER BEST MANAGEMENT TRAP TO TRAP SED/MENT. SECTION MAXIMUM RECOMMENDED STORAGE HEIGHT. a EROSION PRACTICES UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE. A 2. WHEN NECESSARY, WHEELS SHALL BE 12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINT, THINNERS, FUELS, AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE CLEANED PR/OR TO ENTRANCE ONTO PUBLIC RIGHT-CF-WAY PER DETAIL 2/ECJ 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN SITE, ADJACENT PROPERTIES, OR INTO WATER FEATURES, THE CITY'S STORM WATER SYSTEM, OR RELATED RESOURCES. J WHEN WASHING /S REOLARED, /T SHALL BE BE PERMANENTLY STABILIZED. DONE ON AN AREA STABILIZED W17H CRUSHED 13. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED 70 ENSURE CONTINUED PROPER STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 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). ICU }r OTEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXff O WHEEL WASH O SEDIMENT FENCE (J SCALE NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE _ O �r A PROVIDE 18' X 24" SIGN. 29' 29 - 24 GRAVEL FILLED Si1NOH4C5 DESIGNATED ' ` OR B/O-HAGS ARE STACKED TIGHTLY CONCRETE WRAP STRAW &ILE5 WITH WASH AREA 10 MIL BUCK VISOUEEN BARK MULCH V 48" HIGH DENSITY ORANGE \ WITH SOIL BERM MpY G POLYETHELENE SAFETY FENCE EX/STING ^ `f GROUND •C0 POSTS: 72" T-POST DRIVEN 20"" PROWDE 6 STRAW HOLES IF \ MIN. BELOW GRADE - AREA ORAIN TO MAKE SQUARE CONTAINMENT AREA. \ /\ y �\ /\ /\ >\ �� O L. WIRE OR ZIP TIES TO SECURE NOTES SAFET/ FENCE TO POST w 1. PUCE BARK BERM AROUND LlM/75 OF WORK. FINISHED GRADE 2 BARK BERM SHALL BE PLACED DN SLOPE ~ CONTOURS 70 MAXIMIZE POND/NG EFFICIENCY. W 3 INSPECT AND REPAIR BERM AFTER EACH STORM i auy EVENT AND REMOVE SEDIMENT WHEN NECESSARY. N 4. REMOVED SEDIMENT SHALL BE DEPOS/TED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABIL/ZED. o -� franc A PLAN VIEW O CONCRETE WASH AREA O BARK BERMII- E'N/G I N E E R I N G. Si=re 19 SCALE. NOT TO SCALE SCALE NOT TO SCALE POND/NG HEIGHT civil transportatio NOTES: structural • geotechnica p 1. ALL SENSITIVE AREAS SHALL BE PROTECTED AS PER PLAN. SPILLWAY S U R V E Y I N G C:)2. ALL TREES IN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE 1`7 PRESERVED AND PROTECTED WITH HIGH VISIBILITY FENCE AS PER PLAN. N 3. 4. SA EFETY FENCESHALLNBE FASTENED SECURELY TOSTALL HIGH VISIBILITY 3 T HE POSTSOF THE DRIP LINE OF THE TREE. �\/ \ \\ \\/� j \/ \/\\/\\ < //\ y\// wi ama an � 5. THE FENCING MUST REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION; ANY CHANGE OF THE PRO7EC71VE FENCING MUST BE APPROVED. \\�/\\//\\//\\// \\\\/A\\/� // / AREA Park and Recreation District Ln 6. THE CRITICAL ROOT ZONE (CRZ) FOR TREES 4" DIAMETER OR SMALLER SHALL BE AN AREA WITHIN A ODRAIN~ Grate PRO RADIUS OF AT LEAST 5' FROM THE TRUNK. \ \ \\/ \/ Flo Flow ED FFSS 7. THE CRZ FOR TREES OVER 4" DIAMETER SHALL BE AN AREA WITH A RADIUS OF AT LEAST 1'-6' FROM /�\ SECTION A - A #5 Reba #5 Rebar '\F.R O� THE TRUNK FOR EVERY 1" OF DIAMETER SIZE/\\ 8. NO SOIL GRADE CHANGES OR COMPACTION SHALL TAKE PLACE WITHIN THE CRZ, EXCEPT AS APPROVED. \\> Sewn 6sl I-`' I-Sewn 6" GIN]'pt'�, X overlap overlap Q #52996 �' 9 Q 9. NO STORAGE OF MATERIAL SHALL BE ALLOWED WITHIN THE CRZ. I- 10. IF WORK IS TO BE DONE WITHIN THE CRZ, CARE MUST BE TAKEN TO MINIMIZE ROOT DISTURBANCE. 1. SANDBAGS OF EITHER BURLAP OR WOVEN: DIGITALLY SIGNED SPEECIAL CARE SHALL BE TAKEN DURING EXCAVATION AND REMOVAL OF EXISTING CURB, GUTTER, AND SIDEWALKS TO DAMAGE TO TREE ROOTS. EXISTING TREE ROOTS TOOLS OR GEOTEX77LE FABRIC, ARE FILLED WITH OREGON Z AVOID LOCATE USING HAND OTHER APPROVED METHODS SUCH AS AN AIRSPACE GRAVEL OR BARK CH/PS, LAYERED AND Geotextile insert Filtered e S' BRUARY e. 11 IS (RED THE WORK IS TIR E CRZ, EXCEPT WHERE PARTS OTHE PACKED RIGHTLY. Water "qF� e�P OPROTECTIVE PAVEMENT, SUCHEN C Z IS CING OVERED BY AS WALKS OR S 2 LEAVE ONE SANDBAG GAP IN THE TOP LANE 12. NO ROOTS OVER 2" SHALL BE CUT WITHOUT APPROVAL. APPROVED ROOTS SHALL BE CUT WITH � ROW TO PRO14DE A SPILLWAY FOR OVERFLOW. PREFABRICATED FILTER INSERT 1 APPROVED SAWS. NO ROOT OVER 2" SHALL BE CUT OR TORN DURING TRENCHING WITH POWER EXPIRES' DECEMBER 51 2021 EQUIPMENT SUCH AS 34CKHOES AND TRENCHERS. UTILITY LINES AND IRRIGATION OR OTHER PIPES TYPE 3 SHALL BE INSTALLED BY HAND DIGGING OR TUNNELING UNDER ROOTS, AS NECESSARY, TO AVOID Drawn by. MD CCUTTING ROOTS 2" AND LARGER. Date: 03.03.21 I Scale: AS SHOWN d SHEET Q M X O ORANGE CONSTRUCTION FENCING +TREE PROTECTION O AREA DRAIN SEDIMENT BARRIER 7 CATCH BASIN INLET INSERT SCALE: NOT ro SCALE QSCALE SCALE: NOT TO SCALE NOT TO SCALE � I 1 4 R 131 141 W Demolition Plan V HORIZONTAL SCALE: 1" - 60'-0" 3 10" OAK 9" OAK "E_k _E19' CHERRY 4 PA Legend ®EXISTING SURFACE TO BE REMOVED FOR INSTALLATION OF SITE IMPROVEMENTS. MINIMUM EXTENT OF TEMPORARY 6' CHAIN UNK FENCE WITH LOCKABLE VEHICLE GATES. SEE SPECIFICATIONS. OPTIONAL TEMPORARY 6' CHAIN LINK FENCE WITH LOCKABLE VEHICLE GATES. CONTRACTOR TO GUARANTEE SITE SECURITY OF FENCING NOT INSTALLED. SEE SPECIFICATIONS. FMINIMUM EXTENT OF ORANGE CONSTRUCTION FENCING FOR TREE PROTECTION. SEE SPECIFICATIONS. EXISTING INVASIVE UNDERSTORY TO BE REMOVED EXISTING TREE TO BE REMOVED EXISTING TREE TO BE RETAINED 4 11 Keynotes: 1. 6' HEIGHT TEMPORARY CHAINLINK FENCE WITH LOCKABLE VEHICLE GATES, TO BE IN PLACE DURING ENTIRE CONSTRUCTION PERIOD. ADJUST AS REQUIRED DURING CONSTRUCTION TO PROTECT FINISHED WORK AND ALLOW CONSTRUCTION ACCESS. 2. OPTIONAL 6' HEIGHT TEMPORARY CHAINLINK FENCE. CONTRACTOR TO GUARANTEE SITE SECURITY IF FENCE NOT INSTALLED. 3. 4' HEIGHT ORANGE CONSTRUCTION FENCING PLACED AT TREE DRIP LINE. SEE TREE PROTECTION NOTES. 4. SIDEWALKS OUTSIDE PROPERTY UNE PROTECTED AND RETAINED. 5. POTENTIAL LOCATION OF PATHWAY - BY SPRINGFIELD PUBUC SCHOOLS. 6. REMOVE EXISTING POST AND WIRE FENCE IN PREPARATION OF INSTALUNG NEW FENCING PER SITE PLANS. 7. TREES TO BE REMOVED FOR CONSTRUCTION OF PATHWAY CONNECTION OR FENCE. 8. REMOVE EXISTING UNDERSTORY INVASIVE VEGETATION. ALL TREES OVER 8" DBH TO REMAIN UNLESS OTHERWISE SHOWN TO BE REMOVED. Demolition Sheet Notes: A. CONTRACTOR SHALL VERIFY SITE CONDITIONS AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. B. W9LLAMALANE MAKES NO GUARANTEES AS TO THE ACCURACY AND COMPLETENESS OF THE TOPOGRAPHIC FEATURES. EXISTING SITE FEATURES AND UTILITIES IDENTIFIED ON THIS PLAN ARE BASED ON SURVEYS PROVIDED BY OTHERS AND MAY NOT REFLECT EXACT SITE CONDITIONS AT THE TIME THE PROJECT IS BID OR CONSTRUCTED. ALL CONTRACTORS ARE RESPONSIBLE TO VERIFY THE LOCATION, HORIZONTAL AND VERTICAL, OF ALL TIE IN POINTS PRIOR TO COMMENCING CONSTRUCTION. C. ALL REQUIRED CITY INSPECTIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. D. ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL EMPLOY A UTILITY LOCATING SERVICE 48 HOURS PRIOR TO ANY EXCAVATION AND HAVE ALL UTILITIES LOCATED AND MARKED. ANY DAMAGED UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. E. DEMOLITION OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE NTH STATE AND LOCAL CODES, RULES, REGULATIONS, ETC. REMOVE DEBRIS, SOIL AND OTHER MATERIALS RESULTING FROM DEMOUTION FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER. DO NOT ALLOW THE ACCUMULATION OF DEBRIS TO DELAY PROGRESS OF THE WORK. F. REFER TO TREE PROTECTION SPECIFICATION AND INSTALL ALL PROTECTIVE FENCING AS SHOWN ON PLAN. G. ERECT AND MAINTAIN TEMPORARY BARRICADES, WARNING SIGNS, AND GUARDS TO PROTECT THE PUBLIC AND ADJACENT PROPERTY FROM DAMAGE. ALL WORK SHALL BE IN ACCORDANCE VATH APPLICABLE REQUIREMENTS, RULES, REGULATIONS, ETC. THE EWES PATH SHALL REMAIN OPEN TO THE PUBLIC AT ALL TIMES COORDINATE WITH VALLAMALANE STAFF FOR NECESSARY DETOURS DURING DURATION OF CONSTRUCTION. CONFIRM WITH CITY OF SPRINGFIELD REQUIREMENTS FOR A TRAFFIC CONTROL PLAN AND IMPLEMENT PER THEIR REQUIREMENTS. H. WET DOWN AREAS AFFECTED BY THIS WORK TO PREVENT DUST AND DIRT FROM BECOMING AIRBORNE. I. CLEAN DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATORS AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVES. PRESERVE AND PROTECT ADJACENT AREAS FROM DAMAGE CAUSED BY DEMOLITION OPERATIONS. J. THE PROJECT SPECIFICATIONS AND REQUIREMENTS, RULES, REGULATIONS, ETC. OF APPUCABLE REGULATORY AGENCIES SHALL BECOME A PART OF THESE NOTES AS IF REPRODUCED IN FULL. WHERE CONFLICTS OCCUR, IF ANY, THE MOST STRINGENT REQUIREMENTS SHALL APPLY. K. ANY DAMAGE WHICH OCCURS OUTSIDE CONSTRUCTION UMITS DUE TO CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. L. CONSTRUCTION FENCE LOCATIONS SHOWN ARE THE MINIMUM REQUIRED TO BE INSTALLED BY THE CONTRACTOR. IF REQUIRED TO REMOVE FENCING TEMPORARILY FOR ACCESS OR CONSTRUCTION, THE CONTRACTOR SHALL MAKE ALL EFFORTS TO ENSURE NO DAMAGE OCCURS TO ANY PLANT MATERIAL. M. PRESERVE AND PROTECT ALL MANHOLE COVERS, VALVE BOXES ETC. PROVIDE COLLARS AROUND THESE FACILITIES AND ADJUST ELEVATIONS OF ALL LIDS/COLLARS AS REQUIRED TO BE FLUSH WITH FINISH GRADE. Thin dowmmt and m, Imormation curtained mr in may not be copies ar reprAm,! withwt m i ma xittm pmrnwon of ffil means Park and ReueoUm Diatrict. Unauthorized dndwme or omatWim use a, Prunibited by cappgm lax. I REVISIONS I I w N W O L- CL Q E U) cz n A� n y --k O E • ■ Up 0 0 �JJ�8 r, v Simon D- aws E., O 02/04/2015 �<V �Q4PE ARCS~ Drawn by SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO: C1,50 Legend �j Site Plan - West V HORIZONTAL SCALE: 1" = 30'-0" E4 `,d EXISTING TREES 1 REMAIN �i PROPOSED DECIDUOUS 04 0 TREES PROPOSED CONIFEROUS TREES PROPOSED LANDSCAPE BOULDERS i4i SEE LANDSCAPE PLANS -16 Keynotes: /_u 1. PROPOSED LIGHT DUTY CONCRETE SIDEWALKS. SEE DETAIL 1&3/C2.50. 2. PROPOSED HEAVY DUTY CONCRETE SIDEWALKS. SEE DETAIL 2&3/C2.50. 3. NEW BERMS AT 1' CONTOUR. SEE LANDSCAPE PLAN. 4. (3) PICNIC TABLES. PURCHASED AND INSTALLED BY OWNER. 5. DRINKING FOUNTAIN. PURCHASED AND INSTALLED BY OWNER. 6. BIKE RACKS. PURCHASED AND INSTALLED BY OWNER. 7. TRASH RECEPTACLES. PURCHASED AND INSTALLED BY OWNER. 8. NOT USED. 9. 6' LENGTH BENCHES. PURCHASED AND INSTALLED BY OWNER. 10. PLAY EQUIPMENT FOR 5 TO 12 AGE GROUP. PURCHASED BY OWNER, INSTALLED BY OTHERS. CONTRACTOR TO INSTALL BASE MATERIAL IN PLAYGROUND AREAS PER DETAIL 4/C2.50. ARTIFICIAL TURF SAFETY SURFACING AND PADDING INSTALLED BY PLAYGROUND INSTALLER UNDER SEPARATE CONTRACT. CONTRACTOR TO COORDINATE WITH PLAYGROUND INSTALLER. 11. PLAY EQUIPMENT FOR 2 TO 5 AGE GROUP. PURCHASED BY OWNER, INSTALLED BY OTHERS. CONTRACTOR TO INSTALL BASE MATERIAL IN PLAYGROUND AREAS PER DETAIL 4/C2.50. ARTIFICIAL TURF SAFETY SURFACING AND PADDING INSTALLED BY PLAYGROUND INSTALLER UNDER SEPARATE CONTRACT. CONTRACTOR TO COORDINATE WITH PLAYGROUND INSTALLER. 12. CONCRETE BASKETBALL COURT. SEE DETAIL 1&3/C2.50. 13. BICYCLE PLAYGROUND SKILLS COURSE FEATURE. SEE DRAWINGS BY AMERICAN RAMP COMPANY. 14. GRAVEL TRAIL SEE DETAIL 6/C2.50 15. BICYCLE PLAYGROUND FEATURE. SEE DRAWINGS BY AMERICAN RAMP COMPANY. 16. POTENTIAL CONCRETE SIDEWALK CONNECTION AT BRIGGS MIDDLE SCHOOL - BY SPRINGFIELD PUBLIC SCHOOLS. 17. EXISTING SWALE RETAINED. DO NOT DISTURB WITH CONSTRUCTION EQUIPMENT WITH EXCEPTION OF LIMITED RE -CONTOURING AS SHOWN ON PLAN. 18. EXISTING TREES RETAINED. 19. LIGHT POLE. SEE DETAIL 2/C2.50. ROUND STEEL POLE KRS14-4120 WITH STANDARD BASE. SWEPT HOLLOW ARM PART NO AA03. LIGHT FIXTURE IS WARP 9, PART NUMBER 1SA WP9S 3 E35 120L 4K 120 BL. ALL LIGHT FIXTURE PARTS BY KIM LIGHTING. 20. NEW WATER METER AND BACKFLOW DEVICE. SEE SHEET C4.00. CONNECTION TO BE ESTABLISHED FOR WATER FOR DRINKING FOUNTAIN AND IRRIGATION BY OWNER IN COORDINATION WITH SPRINGFIELD UTILITY BOARD. 21. 20' X 24' PRE -FABRICATED PICNIC SHELTER. SEE DETAILS ON SHEET C2.52. 22. ARTIFICIAL TURF PLAYGROUND SAFETY SURFACING. PURCHASED BY OWNER, INSTALLED BY OTHERS UNDER SEPARATE CONTRACT. SEE NOTES 10 AND 11. 23. ELECTRICAL CONNECTION FOR POWER TO LIGHTING. EXACT LOCATION TO BE CONFIRMED WITH SUB. SEE SHEET C5.00. 24. BASKETBALL STAND AND HOOP. CONTENDER ADJUSTABLE BASKETBALL HOOP BY RAINBOW PLAY SYSTEMS OF ILLINOIS. ACRYLIC BACKBOARD OPTION. CONTACT (847) 955-9300. 25. INSTALL 6' HEIGHT CHAIN LINK FENCING ON PROPERTY LINE TO REPLACE EXISTING POST AND WIRE FENCE. SEE SPECIFICATIONS FOR FENCE INFORMATION. INSTALL GATE AT PROPERTY LINE PER SPECIFICATIONS. 26. ELECTRICAL ENCLOSURE. SEE SHEET C5.00. 27. PARK MONUMENT SIGN. END t ass 25 ySTARTr • ^� l .......r v 7 1 •tea •:. 3" 1 46 . A � •a 68 3 o �lE)W .`.w.`r .. . . wrrw�.wrr - 6,. 1 . . . . . . . . . . 8° 9 ` 67.. E) S 0w w w2 E1W- E)w-tE)W E)w�� C tE)W�IE)W-`E) `.- MAR MEADOWS DEVELOPMENT SHFOR REFERENCE) O`M4 PROPOSED LIGHT DUTY CONCRETE SIDEWALKS 18 PROPOSED HEAVY DUTY CONCRETE SIDEWALKS NEW PLAYGROUND AREA SAFETY L SURFACE. EXISTING NON -IRRIGATED GRASS AREAS RETAINED o_ SEEDED/IRRIGATED LAWN ElPROPOSED AREAS. SEE LANDSCAPE PLANS I I PROPOSED SHRUB PLANTERS. SEE LANDSCAPE PLANS PROPOSED GRAVEL PATHS PROPOSED CONTOURS AT l' INTERVAL 466 EXISTING CONTOURS AT 1' INTERVAL �� PLIIRRIGATION SLEEVES WITH SIZE. SEE IRRIGATION PLANS. CV BID ALTERNATE #2: NEW 6' HEIGHT CHAIN LINK FENCE. I�ELECTRICAL CONDUIT. • SEE SHEET C5.00 W WATER UNE. SEE SHEET C4.00. I \ \ - - - - - - - - - - - - - - - �j Site Plan - West V HORIZONTAL SCALE: 1" = 30'-0" E4 `,d EXISTING TREES 1 REMAIN �i PROPOSED DECIDUOUS 04 0 TREES PROPOSED CONIFEROUS TREES PROPOSED LANDSCAPE BOULDERS i4i SEE LANDSCAPE PLANS -16 Keynotes: /_u 1. PROPOSED LIGHT DUTY CONCRETE SIDEWALKS. SEE DETAIL 1&3/C2.50. 2. PROPOSED HEAVY DUTY CONCRETE SIDEWALKS. SEE DETAIL 2&3/C2.50. 3. NEW BERMS AT 1' CONTOUR. SEE LANDSCAPE PLAN. 4. (3) PICNIC TABLES. PURCHASED AND INSTALLED BY OWNER. 5. DRINKING FOUNTAIN. PURCHASED AND INSTALLED BY OWNER. 6. BIKE RACKS. PURCHASED AND INSTALLED BY OWNER. 7. TRASH RECEPTACLES. PURCHASED AND INSTALLED BY OWNER. 8. NOT USED. 9. 6' LENGTH BENCHES. PURCHASED AND INSTALLED BY OWNER. 10. PLAY EQUIPMENT FOR 5 TO 12 AGE GROUP. PURCHASED BY OWNER, INSTALLED BY OTHERS. CONTRACTOR TO INSTALL BASE MATERIAL IN PLAYGROUND AREAS PER DETAIL 4/C2.50. ARTIFICIAL TURF SAFETY SURFACING AND PADDING INSTALLED BY PLAYGROUND INSTALLER UNDER SEPARATE CONTRACT. CONTRACTOR TO COORDINATE WITH PLAYGROUND INSTALLER. 11. PLAY EQUIPMENT FOR 2 TO 5 AGE GROUP. PURCHASED BY OWNER, INSTALLED BY OTHERS. CONTRACTOR TO INSTALL BASE MATERIAL IN PLAYGROUND AREAS PER DETAIL 4/C2.50. ARTIFICIAL TURF SAFETY SURFACING AND PADDING INSTALLED BY PLAYGROUND INSTALLER UNDER SEPARATE CONTRACT. CONTRACTOR TO COORDINATE WITH PLAYGROUND INSTALLER. 12. CONCRETE BASKETBALL COURT. SEE DETAIL 1&3/C2.50. 13. BICYCLE PLAYGROUND SKILLS COURSE FEATURE. SEE DRAWINGS BY AMERICAN RAMP COMPANY. 14. GRAVEL TRAIL SEE DETAIL 6/C2.50 15. BICYCLE PLAYGROUND FEATURE. SEE DRAWINGS BY AMERICAN RAMP COMPANY. 16. POTENTIAL CONCRETE SIDEWALK CONNECTION AT BRIGGS MIDDLE SCHOOL - BY SPRINGFIELD PUBLIC SCHOOLS. 17. EXISTING SWALE RETAINED. DO NOT DISTURB WITH CONSTRUCTION EQUIPMENT WITH EXCEPTION OF LIMITED RE -CONTOURING AS SHOWN ON PLAN. 18. EXISTING TREES RETAINED. 19. LIGHT POLE. SEE DETAIL 2/C2.50. ROUND STEEL POLE KRS14-4120 WITH STANDARD BASE. SWEPT HOLLOW ARM PART NO AA03. LIGHT FIXTURE IS WARP 9, PART NUMBER 1SA WP9S 3 E35 120L 4K 120 BL. ALL LIGHT FIXTURE PARTS BY KIM LIGHTING. 20. NEW WATER METER AND BACKFLOW DEVICE. SEE SHEET C4.00. CONNECTION TO BE ESTABLISHED FOR WATER FOR DRINKING FOUNTAIN AND IRRIGATION BY OWNER IN COORDINATION WITH SPRINGFIELD UTILITY BOARD. 21. 20' X 24' PRE -FABRICATED PICNIC SHELTER. SEE DETAILS ON SHEET C2.52. 22. ARTIFICIAL TURF PLAYGROUND SAFETY SURFACING. PURCHASED BY OWNER, INSTALLED BY OTHERS UNDER SEPARATE CONTRACT. SEE NOTES 10 AND 11. 23. ELECTRICAL CONNECTION FOR POWER TO LIGHTING. EXACT LOCATION TO BE CONFIRMED WITH SUB. SEE SHEET C5.00. 24. BASKETBALL STAND AND HOOP. CONTENDER ADJUSTABLE BASKETBALL HOOP BY RAINBOW PLAY SYSTEMS OF ILLINOIS. ACRYLIC BACKBOARD OPTION. CONTACT (847) 955-9300. 25. INSTALL 6' HEIGHT CHAIN LINK FENCING ON PROPERTY LINE TO REPLACE EXISTING POST AND WIRE FENCE. SEE SPECIFICATIONS FOR FENCE INFORMATION. INSTALL GATE AT PROPERTY LINE PER SPECIFICATIONS. 26. ELECTRICAL ENCLOSURE. SEE SHEET C5.00. 27. PARK MONUMENT SIGN. END t ass 25 ySTARTr • ^� l .......r v 7 1 •tea •:. 3" 1 46 . A � •a 68 3 o �lE)W .`.w.`r .. . . wrrw�.wrr - 6,. 1 . . . . . . . . . . 8° 9 ` 67.. E) S 0w w w2 E1W- E)w-tE)W E)w�� C tE)W�IE)W-`E) `.- MAR MEADOWS DEVELOPMENT SHFOR REFERENCE) O`M4 K 3 2�E)w�LE)W •`I MARCOLA MEADOWS DEVELOPMENT FOR REFERENCE) (SHOWN e This d. aant ane me I far.d., c.Whl bvem nay not x aal as WrAaa l wil ercaaa wntban pvmisaian of wllannall can and Reve,tion Diataiat. Unoubaorl ftl"I'a v _atajdon me a, paabibited by capt•gbt law. REVISIONS w N 18 I L J o_ > O U I �� V) co O CV O • 2 +� ... ._ll, j. • 13 K 3 2�E)w�LE)W •`I MARCOLA MEADOWS DEVELOPMENT FOR REFERENCE) (SHOWN e This d. aant ane me I far.d., c.Whl bvem nay not x aal as WrAaa l wil ercaaa wntban pvmisaian of wllannall can and Reve,tion Diataiat. Unoubaorl ftl"I'a v _atajdon me a, paabibited by capt•gbt law. REVISIONS w N CIO m �JJ' 8q/g�� (/� .- v Simon D- aws E., OREGON 02/04/205 L'�V rC9PEC�ti Drawn by SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO: C2.00 L o_ > O U Q V) co O O CIO m �JJ' 8q/g�� (/� .- v Simon D- aws E., OREGON 02/04/205 L'�V rC9PEC�ti Drawn by SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO: C2.00 I0 I Cz G) i � •8 , I I Iv ICS G I Site Plan - EastCz 30' 60' V HORIZONTAL SCALE: 1" = 30'-0" Legend PROPOSED LIGHT DUTY CONCRETE SIDEWALKS PROPOSED HEAVY DUTY CONCRETE SIDEWALKS NEW PLAYGROUND AREA SAFETY SURFACE. EXISTING NON -IRRIGATED GRASS AREAS RETAINED PROPOSED SEEDED/IRRIGATED LAWN AREAS. SEE LANDSCAPE PLANS PROPOSED SHRUB PLANTERS. SEE LANDSCAPE PLANS PROPOSED GRAVEL PATHS PROPOSED CONTOURS AT V INTERVAL EXISTING CONTOURS AT 1' INTERVAL 466 462 PqIRRIGATION SLEEVES WITH SIZE. SEE IRRIGATION PLANS. Ell BID ALTERNATE /2: NEW 6' HEIGHT CHAIN LINK FENCE. ELECTRICAL CONDUIT. SEE SHEET C5.00 WATER LINE. SEE SHEET C4.00. - .. W`+y . . . . . r . . . r : r .r ..:'... 14 .. . . . . . . . . . . . . . . . r .... ... .. 13 .�. _ _ BOULDERS E) . •.". �. �: �.�. �. �... . . ..�. .W.�."r�. .. ..,_. .-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -() - - . r r . r . . `W. . -( E 13 y 13 )W� (E)W . . r.. .4 ,.. () .. . . . ..r. " .: ._._.._. .... : ..::. r . . . . . . r. r. +.. .r . . . r . . . . - ` ` . . BOULDERS " . . . .r .. . - - - - . . . ... G) i � •8 , I I Iv ICS G I Site Plan - EastCz 30' 60' V HORIZONTAL SCALE: 1" = 30'-0" Legend Thin dowmmt and m, Imormation curtained bwein may not be ca,or WrAm,1 wimp t m i ma wittm pxmiaelm of ffil mean Park and ReueoUm Diatriat. Unauthorized dndwwe or wnatWim use a, Prunibited by aaP#5Th lax. I REVISIONS I I W E O L_ CL E Cz 0- 4 i U) Keynotes: /-91 • Up O O 1. PROPOSED LIGHT DUTY CONCRETE SIDEWALKS. SEE DETAIL 1&3/C2.50. N EXISTING TREES TO REMAIN 2. PROPOSED HEAVY DUTY CONCRETE SIDEWALKS. SEE DETAIL 2&3/C2.50. 3. NEW BERMS AT 1' CONTOUR. SEE LANDSCAPE PLAN. 4. (3) PICNIC TABLES. PURCHASED AND INSTALLED BY OWNER. PROPOSED DECIDUOUS 5. DRINKING FOUNTAIN. PURCHASED AND INSTALLED BY OWNER. TREES 6. BIKE RACKS. PURCHASED AND INSTALLED BY OWNER. 7. TRASH RECEPTACLES. PURCHASED AND INSTALLED BY OWNER. 8. NOT USED. PROPOSED CONIFEROUS 9. 6' LENGTH BENCHES. PURCHASED AND INSTALLED BY OWNER. TREES 10. PLAY EQUIPMENT FOR 5 TO 12 AGE GROUP. PURCHASED BY OWNER, INSTALLED BY OTHERS. CONTRACTOR TO INSTALL BASE MATERIAL IN PLAYGROUND AREAS PER DETAIL 4/C2.50. ARTIFICIAL TURF SAFETY SURFACING AND PADDING INSTALLED BY ••�� PROPOSED LANDSCAPE BOULDERS. PLAYGROUND INSTALLER UNDER SEPARATE CONTRACT. CONTRACTOR TO COORDINATE WITH PLAYGROUND INSTALLER. F�7 SEE LANDSCAPE PLANS 11. PLAY EQUIPMENT FOR 2 TO 5 AGE GROUP. PURCHASED BY OWNER, INSTALLED BY OTHERS. CONTRACTOR TO INSTALL BASE MATERIAL IN PLAYGROUND AREAS PER DETAIL 4/C2.50. ARTIFICIAL TURF SAFETY SURFACING AND PADDING INSTALLED BY PLAYGROUND INSTALLER UNDER SEPARATE CONTRACT. CONTRACTOR TO COORDINATE WITH PLAYGROUND INSTALLER. WI 040204 an 12. CONCRETE BASKETBALL COURT. SEE DETAIL 1&3/C2.50. Park and Recrzauon District 13. BICYCLE PLAYGROUND SKILLS COURSE FEATURE. SEE DRAWINGS BY AMERICAN RAMP COMPANY. 14. GRAVEL TRAIL SEE DETAIL 6/C2.50 15. BICYCLE LAYGROUND 16. POTENTIAL CONCRETE SIDEWALK CONNECTION E. SEE GAT BRIGGS S BY IMIDDLE CAN ASCHOOL - BY SPRINGFIELD PUBLIC SCHOOLS. MP COMPANY. STER�� 17. EXISTING SWALE RETAINED. DO NOT DISTURB WITH CONSTRUCTION EQUIPMENT WITH EXCEPTION OF LIMITED RE -CONTOURING ASJ 84� W SHOWN ON PLAN. rV{��� 18. EXISTING TREES RETAINED. r, Simon Daws E., 19. LIGHT POLE. SEE DETAIL 2/C2.50. ROUND STEEL POLE KRS14-4120 NTH STANDARD BASE. SWEPT HOLLOW ARM PART NO y OREGON ( ) AA03. LIGHT FIXTURE IS WARP 9, PART NUMBER ISA WP9S 3 E35 120L 4K 120 BL. ALL LIGHT FIXTURE PARTS BY KIM 02/04/2015 LIGHTING. 20. 20. NEW WATER METER AND BACKFLOW DEVICE. SEE SHEET C4.00. CONNECTION TO BE ESTABLISHED FOR WATER FOR DRINKING �sC4PE PNC`i FOUNTAIN AND IRRIGATION BY OWNER IN COORDINATION WITH SPRINGFIELD UTILITY BOARD. 21. 20' X 24' PRE -FABRICATED PICNIC SHELTER. SEE DETAILS ON SHEET C2.52. EWES 0228.22 22. ARTIFICIAL TURF PLAYGROUND SAFETY SURFACING. PURCHASED BY OWNER, INSTALLED BY OTHERS UNDER SEPARATE Drawn by SPD CONTRACT. SEE NOTES 10 AND 11. 23. ELECTRICAL CONNECTION FOR POWER TO LIGHTING. EXACT LOCATION TO BE CONFIRMED WITH SUB. SEE SHEET C5.00. Date: 04.05.21 24. BASKETBALL STAND AND HOOP. CONTENDER ADJUSTABLE BASKETBALL HOOP BY RAINBOW PLAY SYSTEMS OF ILLINOIS. Scale: AS SHOWN ACRYLIC BACKBOARD OPTION. CONTACT (847) 955-9300. 25. INSTALL 6' HEIGHT CHAIN LINK FENCING ON PROPERTY LINE TO REPLACE EXISTING POST AND WIRE FENCE. SEE SPECIFICATIONS FOR FENCE INFORMATION. INSTALL GATE AT PROPERTY LINE PER SPECIFICATIONS. SHEET NO: 26. ELECTRICAL ENCLOSURE. SEE SHEET C5.00. 27. PARK MONUMENT SIGN. C2.01 PROPOSED LIGHT DUTY CONCRETE SIDEWALKS PROPOSED HEAVY DUTY CONCRETE SIDEWALKS NEW PLAYGROUND AREA SAFETY SURFACE. EXISTING NON -IRRIGATED GRASS AREAS RETAINED PROPOSED SEEDED/IRRIGATED LAWN AREAS. SEE LANDSCAPE PLANS PROPOSED SHRUB PLANTERS. SEE LANDSCAPE PLANS PROPOSED GRAVEL PATHS PROPOSED CONTOURS AT V INTERVAL EXISTING CONTOURS AT 1' INTERVAL 466 462 PqIRRIGATION SLEEVES WITH SIZE. SEE IRRIGATION PLANS. Ell BID ALTERNATE /2: NEW 6' HEIGHT CHAIN LINK FENCE. ELECTRICAL CONDUIT. SEE SHEET C5.00 WATER LINE. SEE SHEET C4.00. Thin dowmmt and m, Imormation curtained bwein may not be ca,or WrAm,1 wimp t m i ma wittm pxmiaelm of ffil mean Park and ReueoUm Diatriat. Unauthorized dndwwe or wnatWim use a, Prunibited by aaP#5Th lax. I REVISIONS I I W E O L_ CL E Cz 0- 4 i U) Keynotes: /-91 • Up O O 1. PROPOSED LIGHT DUTY CONCRETE SIDEWALKS. SEE DETAIL 1&3/C2.50. N EXISTING TREES TO REMAIN 2. PROPOSED HEAVY DUTY CONCRETE SIDEWALKS. SEE DETAIL 2&3/C2.50. 3. NEW BERMS AT 1' CONTOUR. SEE LANDSCAPE PLAN. 4. (3) PICNIC TABLES. PURCHASED AND INSTALLED BY OWNER. PROPOSED DECIDUOUS 5. DRINKING FOUNTAIN. PURCHASED AND INSTALLED BY OWNER. TREES 6. BIKE RACKS. PURCHASED AND INSTALLED BY OWNER. 7. TRASH RECEPTACLES. PURCHASED AND INSTALLED BY OWNER. 8. NOT USED. PROPOSED CONIFEROUS 9. 6' LENGTH BENCHES. PURCHASED AND INSTALLED BY OWNER. TREES 10. PLAY EQUIPMENT FOR 5 TO 12 AGE GROUP. PURCHASED BY OWNER, INSTALLED BY OTHERS. CONTRACTOR TO INSTALL BASE MATERIAL IN PLAYGROUND AREAS PER DETAIL 4/C2.50. ARTIFICIAL TURF SAFETY SURFACING AND PADDING INSTALLED BY ••�� PROPOSED LANDSCAPE BOULDERS. PLAYGROUND INSTALLER UNDER SEPARATE CONTRACT. CONTRACTOR TO COORDINATE WITH PLAYGROUND INSTALLER. F�7 SEE LANDSCAPE PLANS 11. PLAY EQUIPMENT FOR 2 TO 5 AGE GROUP. PURCHASED BY OWNER, INSTALLED BY OTHERS. CONTRACTOR TO INSTALL BASE MATERIAL IN PLAYGROUND AREAS PER DETAIL 4/C2.50. ARTIFICIAL TURF SAFETY SURFACING AND PADDING INSTALLED BY PLAYGROUND INSTALLER UNDER SEPARATE CONTRACT. CONTRACTOR TO COORDINATE WITH PLAYGROUND INSTALLER. WI 040204 an 12. CONCRETE BASKETBALL COURT. SEE DETAIL 1&3/C2.50. Park and Recrzauon District 13. BICYCLE PLAYGROUND SKILLS COURSE FEATURE. SEE DRAWINGS BY AMERICAN RAMP COMPANY. 14. GRAVEL TRAIL SEE DETAIL 6/C2.50 15. BICYCLE LAYGROUND 16. POTENTIAL CONCRETE SIDEWALK CONNECTION E. SEE GAT BRIGGS S BY IMIDDLE CAN ASCHOOL - BY SPRINGFIELD PUBLIC SCHOOLS. MP COMPANY. STER�� 17. EXISTING SWALE RETAINED. DO NOT DISTURB WITH CONSTRUCTION EQUIPMENT WITH EXCEPTION OF LIMITED RE -CONTOURING ASJ 84� W SHOWN ON PLAN. rV{��� 18. EXISTING TREES RETAINED. r, Simon Daws E., 19. LIGHT POLE. SEE DETAIL 2/C2.50. ROUND STEEL POLE KRS14-4120 NTH STANDARD BASE. SWEPT HOLLOW ARM PART NO y OREGON ( ) AA03. LIGHT FIXTURE IS WARP 9, PART NUMBER ISA WP9S 3 E35 120L 4K 120 BL. ALL LIGHT FIXTURE PARTS BY KIM 02/04/2015 LIGHTING. 20. 20. NEW WATER METER AND BACKFLOW DEVICE. SEE SHEET C4.00. CONNECTION TO BE ESTABLISHED FOR WATER FOR DRINKING �sC4PE PNC`i FOUNTAIN AND IRRIGATION BY OWNER IN COORDINATION WITH SPRINGFIELD UTILITY BOARD. 21. 20' X 24' PRE -FABRICATED PICNIC SHELTER. SEE DETAILS ON SHEET C2.52. EWES 0228.22 22. ARTIFICIAL TURF PLAYGROUND SAFETY SURFACING. PURCHASED BY OWNER, INSTALLED BY OTHERS UNDER SEPARATE Drawn by SPD CONTRACT. SEE NOTES 10 AND 11. 23. ELECTRICAL CONNECTION FOR POWER TO LIGHTING. EXACT LOCATION TO BE CONFIRMED WITH SUB. SEE SHEET C5.00. Date: 04.05.21 24. BASKETBALL STAND AND HOOP. CONTENDER ADJUSTABLE BASKETBALL HOOP BY RAINBOW PLAY SYSTEMS OF ILLINOIS. Scale: AS SHOWN ACRYLIC BACKBOARD OPTION. CONTACT (847) 955-9300. 25. INSTALL 6' HEIGHT CHAIN LINK FENCING ON PROPERTY LINE TO REPLACE EXISTING POST AND WIRE FENCE. SEE SPECIFICATIONS FOR FENCE INFORMATION. INSTALL GATE AT PROPERTY LINE PER SPECIFICATIONS. SHEET NO: 26. ELECTRICAL ENCLOSURE. SEE SHEET C5.00. 27. PARK MONUMENT SIGN. C2.01 Legend Sheet Notes: PROPOSED LIGHT DUTY CONCRETE SIDEWALKS A. SEE SPECIFICATION SECTION 012300 FOR ALL BID ALTERNATES. B. REFER CLOSELY TO LAYOUT DRAWINGS IN RELATION TO SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED PROPOSED HEAVY DUTY DIMENSIONS PRIOR TO CONSTRUCTION. CONCRETE SIDEWALKS C. COORDINATE INSTALLATION OF IRRIGATION SLEEVES AND LATERALS WITH WILLAMALANE STAFF. D. ALL DIMENSIONS ARE TO FACE OF CURB: EDGE OF WALK: EDGE OF PAVEMENT: EDGE OF FOUNDATION, EDGE OF NEW PLAYGROUND AREA SAFETY WALLS OR CENTER OF POST. SURFACE. E. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS DISTANCES AND GRADES IN THE FIELD AND BRING ANY EXISTING NON–IRRIGATED GRASS DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. AREAS RETAINED F. WHEREVER CONCRETE FLATWORK ABUTS BUILDINGS, COLUMNS, SITE WALLS, ETC. IT SHALL HAVE AN EXPANSION JOINT. PROPOSED SEEDEDARRIGATED LAWN G. PROVIDE TOOLED JOINTS AS SHOWN ON PLANS. JOINTS ARE AN INTEGRAL PART OF THE DESIGN AND SHALL AREAS. SEE LANDSCAPE PLANS NOT VARY FROM PATTERNS AND LOCATIONS SHOWN. CONTRACTOR SHALL REMOVE ANY FLATWORK THAT DOES NOT CONFORM TO THE DESIGN. PROPOSED SHRUB PLANTERS. H. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL THE SEE LANDSCAPE PLANS CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE PROPOSED GRAVEL PATHS CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. I. TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND CONTINUOUS. 468 PROPOSED CONTOURS AT V INTERVAL J. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. K. LAYOUT PROJECT AS DESIGNED. CONTRACTOR SHALL REMOVE WORK THAT DOES NOT CONFORM TO DRAWINGS AND SPECIFICATIONS. EXISTING CONTOURS AT V INTERVAL PLIIRRIGATION SLEEVES WITH SIZE. SEE IRRIGATION PLANS. BID NEW 6' HEIGHT CHAN�LINK� FENCE. ELECTRICAL SHEET CONDUIT. C5.00 SEEJ WATER LINE. SEE U SHEET C4.00. y --b II (CCZ \ \ .t . ------------- .f. . . . _ . . . . . . . . . . . 466 _ �. .. .. . .. .. .. .. y. . . . . _ . _ . . } �B . . . . . . . . . . ` . . . ::=1! �:. • R3 a,_, .•_ . .�.± . . . . . . . . . . . . . 7n, .1�6 + ��. O 1 B : r .t. W � . . . . . . . . . . . . . . — h W-- -- — --- n1 .,.. ��+�+ . . . . �yi •• �W �__—*____--- .P3, — 111111 �� _ ' ,.P .: .. l � R7 Y 67 0 (E) R E) ( A' . &2 . . ... ... • . • W W . .. "',� v," .. 8 !, �� ��' - E)W�(E)W (E)W— ya RCOLA M S Of ERENCE)ENT 3 . . R` • . ,.a :—(E)W—( a. MA (SHOWN FOOR REF I WS DEVELOPMENT (E)W�(E)W— t•.. MARCOLA um, FR REFERENCE) ( ____ (E)W �. --- Cz Site Layout Plan - West 3 6 V HORIZONTAL SCALE: I- = 30'-0' Ta, daaammt and U Fla aW. aantanad bash mar nat be aavkd « «p � aad .Inwt w� wrlltm p«mlaian a'ADW F«k aM R«raaDm DbWct Un theta ad waa. « a dan use arc ',,"tad by wp*t law. REVISIONS w N & B �JJ r, v SimonD- aws E., O 02/04/2015 �<V rC9PEC�ti Drawn by SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO: C2.02 o_ > O U Q CO VJ co O O & B �JJ r, v SimonD- aws E., O 02/04/2015 �<V rC9PEC�ti Drawn by SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO: C2.02 L. f w'. . . . • . . . . • . . y • • • • • • . • r • •. . . • . • . • . . . • . .� . . .� . . . . • . . • • • • • • • • • • • • a� r • a� I{ . . .._ . ." - . . . . t . . �r . . . • . . . . . . . . . . v . . . . . . . . M .... _.... • . . . v . . .. . �� _ t t. EW . . . . . . . .:: . . . . . . . . . .: ..-.. . . . . . . . . � .� . . . . . _ . . . t E)W`— :...:..:. . . . . . E)W— ++•++ EW I t . —tE)W� . . . . . . . . . . . . . . . . (E)W—tE)W .-:. . . . . . . E E)W MARCOLA MEADOWS DEVELOPMENT + E)W� (SHOWN FOR REFERENCE) • W—` IIS -45 Cz y. VAT wAy wAT -- -sn---su�- Thi, dommmt and UV blomaam amtabad bash may not ba mpbd o rcV;amam without mW, rlllm wp.IWm of .l.d.. Pok a Ramaalim DWd U.thobad dw. a .n don Um arc piU bltad by m p*t law. I REVISIONS I l Legend F H Site Layout Plan - East PROPOSED LIGHT DUTY 0 30' 60' w V s CONCRETE SIDEWALKS HORIZONTAL SCALE: 1" = 30'-0" N PROPOSED HEAVY DUTY CONCRETE SIDEWALKS NEW PLAYGROUND AREA SAFETY SURFACE. EXISTING NON–IRRIGATED GRASS AREAS RETAINED PROPOSED SEEDED/IRRIGATED LAWN AREAS. SEE LANDSCAPE PLANS PROPOSED SHRUB PLANTERS. Fe SEE LANDSCAPE PLANS wi ama ar Park and Recreation DISLir PROPOSED GRAVEL PATHS 466 PROPOSED CONTOURS AT 1'INTERVAL a j 84� EXISTING CONTOURS AT 1' INTERVAL r Simon/Dlawss 'y OREGON (� IRRIGATION SLEEVES WITH SIZE. 02/04/2015``5�,�� SEE IRRIGATION PLANS. 1Q4PE C,i~ BID ALTERNATE #2: NEW 6' MIRES 0228.22 HEIGHT CHAIN LINK FENCE. FELECTRICAL CONDUIT. Drawn by SPD SEE SHEET C5.00 Date: 04.05.21 WATER UNE. SEE Scale: AS SHOWN SHEET C4.00. SHEET N0: n 1J v ) [p c .Q CO 0 O C2.03 • t { • L. f w'. . . . • . . . . • . . y • • • • • • . • r • •. . . • . • . • . . . • . .� . . .� . . . . • . . • • • • • • • • • • • • a� r • a� I{ . . .._ . ." - . . . . t . . �r . . . • . . . . . . . . . . v . . . . . . . . M .... _.... • . . . v . . .. . �� _ t t. EW . . . . . . . .:: . . . . . . . . . .: ..-.. . . . . . . . . � .� . . . . . _ . . . t E)W`— :...:..:. . . . . . E)W— ++•++ EW I t . —tE)W� . . . . . . . . . . . . . . . . (E)W—tE)W .-:. . . . . . . E E)W MARCOLA MEADOWS DEVELOPMENT + E)W� (SHOWN FOR REFERENCE) • W—` IIS -45 Cz y. VAT wAy wAT -- -sn---su�- Thi, dommmt and UV blomaam amtabad bash may not ba mpbd o rcV;amam without mW, rlllm wp.IWm of .l.d.. Pok a Ramaalim DWd U.thobad dw. a .n don Um arc piU bltad by m p*t law. I REVISIONS I l Legend F H Site Layout Plan - East PROPOSED LIGHT DUTY 0 30' 60' w V s CONCRETE SIDEWALKS HORIZONTAL SCALE: 1" = 30'-0" N PROPOSED HEAVY DUTY CONCRETE SIDEWALKS NEW PLAYGROUND AREA SAFETY SURFACE. EXISTING NON–IRRIGATED GRASS AREAS RETAINED PROPOSED SEEDED/IRRIGATED LAWN AREAS. SEE LANDSCAPE PLANS PROPOSED SHRUB PLANTERS. Fe SEE LANDSCAPE PLANS wi ama ar Park and Recreation DISLir PROPOSED GRAVEL PATHS 466 PROPOSED CONTOURS AT 1'INTERVAL a j 84� EXISTING CONTOURS AT 1' INTERVAL r Simon/Dlawss 'y OREGON (� IRRIGATION SLEEVES WITH SIZE. 02/04/2015``5�,�� SEE IRRIGATION PLANS. 1Q4PE C,i~ BID ALTERNATE #2: NEW 6' MIRES 0228.22 HEIGHT CHAIN LINK FENCE. FELECTRICAL CONDUIT. Drawn by SPD SEE SHEET C5.00 Date: 04.05.21 WATER UNE. SEE Scale: AS SHOWN SHEET C4.00. SHEET N0: n 1J v ) [p c .Q CO 0 O C2.03 OBJECT PAVED AREA, OR ISOLATION JOINT - SEE DETAIL 2/C2.50. LIGHT BROOM FINISH CONTRACTION JOINT - SEE DETAIL 2/C2.50 L •a . .. 1/2—INCH RADIUS 4" OR 6" DEPTH FIBER REINFORCED r v . CONCRETE PER SPECIFICATIONS — SEE T -III—III—III= 1 PLANS FOR LOCATIONS —III—III— — I -I I MI 1 M I I -I � I -I � I -I I I I -III -III -I I -I I 6" DEPTH, BASE COURSE PER I I -I I L - LI -III—III—III -SPECIFICATION SECTION 312000 12—INCH #4 SMOOTH REBAR EMBEDED AND1 COMPACTED SUBGRADE PER ' I—I EPDXIED 6—INCH INTO EXISTING CONCRETE AT SPECIFICATION SECTION 18—INCH O.C. AT ALL LOCATIONS WHERE NEW 312000 CONCRETE MEETS EXISTING NOTE: 1. JOINTS SHALL BE SPACED EVENLY, AS SHOWN ON DRAWINGS. 2. SEE SPECIFICATION SECTION 321313. Concrete Flatwork SCALE: NTS 4" FIBER REINFORCED CONCRETE WALKS WITH THICKENED EDGE ADJACENT TO PLAY AREA — SEE PLAN FOR LOCATIONS � 6" min. T 6" CRUSHED ROCK BASE PER SPECIFICATIONS 2" MINUS OPEN GRADED CRUSHED ROCK PER SPECIFICATIONS COMPOSITE NAILER BOARD, MOUNTED BELOW CONCRETE SURFACE NTH CONCRETE FASTENERS, PER FOREVER LAWN SPECIFICATIONS. NAILER BOARD AND STAPLES SUPPLIED BY CONTRACTOR. 4" CRUSHED ROCK BASE PER SPECIFICATIONS CONCRETE CURBS, FOOTINGS, EXISTING PAVING ETC EXPANSION JOINT MATERIAL TOOLED CONTROL JOINT r DEPTH OF SLAB CONCRETE FLATWORK 6" CONCRETE SLAB t' " TOOLED SCORE JOINTS, PER PLANS #4 REBAR AT 12" O.C. BOTH WAYS COMPACTED SUBGRADE� BASE COURSE AS SPECIFIED Heavy Duty Concrete Flatwork SCALE: NTS •1 1 1' •/ 1 1• 1 1 1 1'1 1 / .,Be 1 / ff� 1 •1 .•.:.5 :., :.•.: :.� .5� I•,t t t t.c 5 t•, or :S :.S:.S .S 1 S t owio —� i�� w 1�• V����� ������ ��Pr4l o 11 11 a. 11 11 11 11 1, 11 11 11 11 le.' 11 1• •1 1 '1 1 1 1 1 1 NOTES: -� I I-1 I 1. HEIGHT OF TRANSITION BETWEEN TURF AND SURROUNDING CONCRETE TO BE MAXIMUM". 2. THICKENED EDGE TO BE INSTALLED AT ALL LOCATIONS ADJACENT TO PLAYGROUND SAFETY SURFACE WHERE IT MEETS A SIDEWALK. 3. SAFETY SURFACING PRODUCT TO BE FOREVER LAWN PLAYGROUND GRASS ULTRA, WITH 2" SAFETYCEL PADDING AND ENVIROFIL INFILL. PRODUCT SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. NAILER BOARD AND PINS SUPPLIED BY CONTRACTOR. ALL SURFACING TO BE INSTALLED BY A CERTIFIED INSTALLER PER MANUFACTURERS SPECIFICATIONS. SEE SECTION 321816 FOR FURTHER INFORMATION. 4. POSTS FOR PLAY EQUIPMENT FOR 2-5 AND 5-12 AGE GROUP PLAY AREAS. SUPPLIED BY WILLAMALANE INSTALLED BY CONTRACTOR. ALL PLAY EQUIPMENT TO BE INSTALLED BY A CERTIFIED INSTALLER PER SPECIFICATION SECTION 116813. SEE APPENDIX A FOLLOWING SPECIFICATIONS FOR INFORMATION ON ALL PLAYGROUND EQUIPMENT. Typical Playground Section - Artifical Turf Surface SCALE: NTS 3" DEPTH COMPACTED EXISTING MINUS AGGREGATE GROUND QUARRY ROCK SURFACING. RIVER IS NOT II II— RA CE TABLE 4" DEPTH COMPACTT 1- 1 /2" MINUS AGGREGATE BASE COURSE Gravel Trail SCALE: NTS a 1% <. A GEOTEXTILE AS SPECIFIED OUTSLOPED SECTION EXISTING GROUND EXISTING GROUND NOT USED SCALE'. NTS a 3" DEPTH COMPACTED r MINUS AGGREGATE QUARRY ROCK SURFACING. RIVER ROCK IS NOT ACCEPTABLE �— 1% SLOPE 1% SLOPE —� 4" DEPTH COMPACTED 1— 1 /2" MINUS CROWNED SECTION AGGREGATE BASE COURSE STRUCTURE, PAVED AREA OR OBJECT CONTRACTION JOINT CONCRETE FLATWRK FLEXIBLE JOINT FILLER WITH REMOVABLE PLASTIC JOINT CAP. . a FLUSH WITH CONCRETE. 12 -INCH #4 SMOOTH REBAR EMBEDED AND ISOLATION JOINT EPDXIED 6—INCH INTO EXISTING CONCRETE AT 18—INCH O.C. AT ALL LOCATIONS WHERE NEW CONCRETE MEETS EXISTING Thin dowmmt and m, Imormation curtained baein may not be oa, a or rmraam l wimo,t ewreea xittm pxmiaelm ot'Afuameane Park and ReueoUm Diatriat. Um.tho imd digdwme or canalrvction me a, Prunibited by aappigm law. REVISIONS NOTES: 1. SEE SPECIFICATION SECTION 321313. i 2. SEE LAYOUT PLANS FOR JOINT PATTERN AND LOCATION. 3. USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL MOVEMENT BETWEEN THE PAVEMENT AND A STRUCTURE MAY OCCUR. Cz Concrete Joints N U SCALE: NTS I w w N 'e7 .Cz y --k 0 �CD V) .Q CO O 0 EXISTING TRAIL CONSTRUCTION NOTES: ROUND 1. CONFIRM TRAIL ALIGNMENT WITH OWNER AFTER STAKING AND PRIOR TO EXCAVATION. willamalan 2. DO NOT EXCEED 3:1 SLOPE FOR CUT AND FILL SLOPES EITHER SIDE OF TRAIL Park and Recreation Disoir 3. DO NOT EXCEED 1.5% CROSS SLOPE OR 4.5% RUNNING SLOPE IN ANY SECTION OF TRAIL 4. EXCAVATED MATERIAL MAY BE USED AS ILL MATERIAL TO MAKE UP GRADES WHERE REQUIRED. DISPOSE OF/RE—USE ALL EXCAVATED MATERIAL OTHERWISE NOT REQUIRED. STER�� 5. OBTAIN OWNER APPROVAL OF SUB GRADE BEFORE PLACEMENT OF BASE COURSE. 8 6. SUBMIT TEST RESULTS FOR AGGREGATE VERIFYING GRADATION MEETS REQUIREMENTS. _ 7. USE AGGREGATE THAT IS UNIFORMLY MIXED AT OPTIMUM MOISTURE CONTENT PRIOR TOq/g(/��� SPREADING AND COMPACTING. E— Simon Daws E.. 8. COMPACT WITH MECHANICAL VIBRATORY COMPACTOR OVER FULL AREA OF EACH LAYER 'y OREGON (� UNTIL VISUAL DISPLACEMENT STOPS, BUT NOT FEWER THAN THREE COMPLETE PASSES. 'GO 02/04/20159. IMMEDIATELY FOLLOWING FI, �'CV ANY IRREGULARITIES R DEP ESSIONSNAL THATPREADINGDEVELOP BY ADDING ADDING ROOTHINGN REMOVING MATERIALCOMPACTING, CRECT UNTIL THE Q4 pE C�~ SURFACE IS SMOOTH, UNIFORM AND COMPACTED. EXPIRES 0228.22 10. PROVIDE NON—WOVEN POLYPROPYLENE GEOTEXTILE BELOW BASE COURSE AS SHOWN. GEOTEXTILE TO MEET REQUIREMENTS OF AASHTO M288. Drawn by SPD 11. ENSURE SMOOTH TRANSITION OF CUT/ILL SLOPES TO EXISTING GRADES. RE—SEED AREAS EITHER SIDE OF TRAIL AS REQUIRED. Date: 04.05.21 Scale:AS SHOWN SHEET NO: C2.50 3/8' NYLON W/ 1/2" MIP REINFORCED TUBING (WATER SUPPLY) SPECIFIED DRINKING FOUNTAIN ASSEMBLY —1/2" PVC DRAIN LINE SLEEVE THROUGH CONCRETE W I' R4•M�•�'•f. d! r• •i��9 SpA ��•��� t�1 �� C`°d i PEX WATER LINE - SEE LITY PLAN TRAP IN DRAIN LINE NOTES: 1. WILLAMALANE STAFF TO INSTALL DRINKING FOUNTAIN ABOVE GRADE. 2. CONTRACTOR TO INSTALL BELOW GRADE ELEMENTS INCLUDING SUMP 3. SANITIZE WATER LINE TO DRINKING FOUNTAIN PRIOR TO ACTIVATION. Drinking Fountain and Infiltration Su SCALE: NTS a, II •.a: •.3 I 4 .. �a a • •° . a a. °' ':'.a POLE PER NOTES BELOW •"° . I•:a ' GROUT AT BASE PLATE AFTER POLE ADJUSTED FORTRUEVER CAI 1'-0" X 1'-9" — FLEXIBLE TRANSITION CONCRETE COLLAR COUPLING 1-1/2" DRAIN PIF 1'-0" x 1'-9' CONCRETE COLLAR 1-1/2" PVC DRAIN PIPE ADJACENT PLANTER GRADE BEYOND 2'x2'x2' 1-1/2" OPEN GRADED ROUND ROCK SUMP LINED WITH FILTER FABRIC GRADE TO CREATE — —DEPMP PLAN SCALE: NTS (4) ANCHOR BOLTS (ASTM A307) 21" LONG WITH 3r HOOK. DIAMETER MIN. J'. JUNCTION BOX CONDUIT TO ELECTRICAL ENCLOSURE - SEE SHEET C5.00 1" GALV. RIGID STEEL CONDUIT WITH GROUND LUGS IN/OUT OF J -BOX (4) #4 HOOPS ON 12" CENTERS (4) #4 VERTICAL REBAR CONCRETE PER PLANS r X 10' GROUND ROD BONDED TO CIRCUIT POURED IN PLACE 4000PSI ° • I _ ?,' • CONCRETE FOOTING F�2'� mb d..m t ane Pe 'mlarmalion c.Wneb baein mny not be cop « repraNttA wimwt .,rc. xtben pernmy. Pf ffi Wm°nne Park nna Recro,i. District. Uno~,ed dibdy.,e v .n Wi. use a, Probibited by aaPY5bt law, REVISIONS cn 8 r, vSJmo�D aws , O 02/04/2015 �<V rC9PE p>zC�ti EWES 0228.22 Drawn by SPD Date: 04.05.21 Scale:AS SHOWN SHEET NO C2.51 L O a, U Q C ct) c U) co O O cn 8 r, vSJmo�D aws , O 02/04/2015 �<V rC9PE p>zC�ti EWES 0228.22 Drawn by SPD Date: 04.05.21 Scale:AS SHOWN SHEET NO C2.51 Picnic Shelter SCALE: NTS ALL STRUCTURAL COMPONENTS WILL BE: TUBE: ASTM A500 GRADE B PLATE: ASTM A36 BOLTS: ASTM A325 NUTS: ASTM A563 WELDING: CMAW NOTE: COLUMN SIZE: CC10-108 WELDMENT c O u V SITBIhPl S�3teIR5 kIC Aln-A EDLLANDME �=3 A1A396.�19 BW.ILP G3P5 6163960A31 F% W DRAWN BY: ACP DATE: 1/2/2018 PRELIMINARY ID: 54569 REVISION: A BUILDING TYPE: DH2OX2OM-P4 PROJECT NAME: SHEET K:w s1,deQ.rTaciru hfC 1, LINCE LN AVE A16396.G9 D' 8W.9 .11 61639603Jf Y% DRAWN BY: ACP DATE: 1/2/2018 PRELIMINARY ID: 54569 REVISION: A BUILDING TYPE: DH2OX2OM-P4 PROJECT NAME: SHEET 3� Z INSIDE OF BUILDING Y THESE FOUNGAPON LOADS ARE FOR -.AM. PURPOSE ONLT. ME ACTUAL LOADS MILL BE DETERMINED IN TIE FINAL ENGINEERING wps ro Fouxoz,Twx (IUP4. N -KIPS) DRAWN BY: FOUNDATCN LOADS DATE: DATE. al PRELIMINARY ID: 54569 LOAD COMBINATION AXIAL (FX) SHEAR (FY) SHEAR (Fz) MOMENT (My) MOMENT (Mz) DL O.TO D.00 0.07 -288 -0.13 EL 2.28 -0.01 0.33 -1214 -0.47 W -UPLIFT -0.62 0.03 -0.01 -611 5.54 W -FY 0.09 -0.36 -0.0 6.47 -16.97 W-FZ 0.09 0.36 -0.06 6.63 16.74 E -F, 0.03 -004 0.05 -3.61 -3.44 E -Z -0.03 0.04 -0.05 3.52 3.26 NOTES, TABLE SHOW5 UNFACTOiED SERVICE LOADS - A FOUNDATION DESIGNHAS NOT BEEN PERFORMED BY ICON SHELTER SYSTEMS INC - A UCENSED QICINEER FAMILIAR WM SOIL CONDITIONS AT CONSTRUCTION SITE MUST PERFORM A FOUNDATION DESIGN. THE STRUCTURE HAS BEEN ENGINEERED AS AN OPEN STRUCTURE. - CONSULT ICON SHELTER SYSTEMS INC. IF TIE STRUCTURE IS TO BE ENCLOSED. - COORDINATES ARE LOCAL TO THE COLUMN DL = SERVICE LEVEL DEAD LOAD REALIGN AM TIE GREATEST AAAL LOAD SL = SENNCE LEVEL SNOW LOAD REACTION Poles ME GREATEST AXIAL LOAD W -UL = SERVOS LEVEL AND LOAD REACTION AM TIE GREATEST UPLIFT LOAD W -Y = SERVICE LEVEL WIND LOAD REACTION AM THE GREATEST MACNITIDE OF SHEAR IN TIE LOCAL Y DIRECTION W -Z =SEANCE LEIEL AND LOM REACTION W1H THE GREATEST SHEAR VALUE ACTING IN TIE SAME DIRECTION AS ME DL SHEAR LOAD E -Y = SERMCE LEVEL SEISMIC LOAD REACTION AM THE GREATEST MAGNITUDE OF SHEAR IN ME LOCAL Y DIRECTION E -Z = SERMCE LEVEL SEISMIC LOAD REACTION AM TIE GREATEST MAGNITUDE OF SHEAR IN ME LOCAL Z DIRECTION 111 WILLAMALANE NOTE: BASED ON INSTALLATION OF PREVIOUS SIMILAR SHELTER AT MEADOW PARK, ASSUME FOOTING AT EACH POST TO BE 2'-6" SQUARE BY S-6" DEPTH. '. W/ (2) 3/4' (4) Z GO g EL BASE COVERS COLUMN O u V StPJhv SJ5IUI6 A1C DimmmoTIVE STEEL 8-1111" LB AVE M AN 61 ACVb ant' PW ]C8.g1P5 6N.3�a3W P% Ila I- I d llACP _ _ NOTCRETE TO SCALE -III-III-_ ACTUAL FOOTING DESIGN SHOWN ON INSTALLATION DRAWINGS MOWN AS 5" BURIED DRAWN BY: DATE: DATE. 1/2/2018 PRELIMINARY ID: 54569 I BASE CONNECTION YPE: A (6" BURIED) REVISION: 3/4' ANCHOR BOLT W/ 3/4' NUTS (4) PECS All A BUILDING TYPE: DH2OX2OM-P4 PROJECT NAME: CONCRETE FOOTING A NOT TO SCALE K ACTUAL FOOTING DESIGN ... ON INSTA TZN SHEET DRAMNGS - �� *Muns Inc 20' ;I This doo mmt and me imcm.d.n cmtamea hm in may not 6e At,lei or repmattd wimot exm m xittm Permimim of Y.fuameahe Park and Remeatim DiaBot. UnmL mind disdmure or oonalrvctim uae a, Pronibited by oTN5bt lax. I REVISIONS I W r t W W_ N WASHERS WAEHtK PRELIMINARY ID: a 54569 j REV1510N: 37 1/2" OVERALL xo FL 36' COVER WIDTH � wi ams ar A N J I�1 1/4' PAINED SCREW 3/4' PAINTED SCREW BUILDING TYPE: oPark and Rxmation Disbir OCENER DH2OX20M-P4NOTE: STANDARD DETAILS SHOWN PROJECT NAME: G1STER�x 4ga MULTI RIB PANEL SECTION ACTUAL BUILDING MAY VARY y 3/4" PAINTED SCREWS 8 (1) ON EACH SIDE OF EACH ALONG TIE BEAM r, Simon Daws OREGON T i 'y lC.1 1 1/SHEE 4' PAINTED SCREW 02/04/2015 LV (1) ON EACH SIDE RIB c 0 ^n ALONG RAFTER 3 V�`]PE(`� o `I l� IICTAI O(lllC IAICTAI I A TIIIAI �I P Drawn by SPD Date: 04.05.21 Scale: AS SHOWN � SHEET NO: C2.52 II ---------------------------$-----��--} Legend PROPOSED LIGHT DUTY CONCRETE SIDEWALKS PROPOSED HEAVY DUTY CONCRETE SIDEWALKS NEW PLAYGROUND AREA SAFETY SURFACE. EXISTING NON -IRRIGATED GRASS AREAS RETAINED PROPOSED SEEDED/IRRIGATED LAWN AREAS. SEE LANDSCAPE PLANS PROPOSED SHRUB PLANTERS. SEE LANDSCAPE PLANS :1 PROPOSED GRAVEL PATHS 466 PROPOSED CONTOURS AT 1' INTERVAL `W2 EXISTING CONTOURS AT 1' INTERVAL W W W W Y Y Y Y W W W W W W W W W W W W W W W W W W W W W W Y Y Y Y Y `w W ° J GRADING FOR GRAVEL AREAS AT W W W W `Y Y• w W W W Y 465.30. W W Y Y Y Y W Y Y W W W W W W W W W � W W BIKE PLAYGROUND SHOULD BE, Y a Y Y Y r W W W Y Y Y W W W •V W °' W 465.38" W W W W W W W W Y W W IYt W W , GRADED TO MATCH EXISTING LAWN xW W W W W Y W ... W W W W W W W W W W W W . W Y Y Y Y W Y Y W W W W W W W W W W W .p SURFACE. SEE DETAIL 6/(32.50, Y Y Y Y W W W � W W W W W W W W V• V• W r W W W W W W W W W W W W W W W W W W W W W W W W W V• W 465 90 W W W W Y W W X. W W W W W W W W W W W W W W W Y Y Y Y W W Y W W W W W W W W W W W W W W W W W JW W W °• +4.5 50W W W W W W W W W W W W W W W W Y Y W W W W W W W W W W W W W W W Y Y W W W W W W W W W W W W W W W W W W ' °.• •'.' / W W W W W W W °' °' °' °' . . . W W W W W W W W W W W Y 465.90' `I' a a _ _j 465.43.. Y W W W W W W W W W W W W W W W W W W W W W W W W W W W / 'J W W W W W W W W W W W W W W `Y W W W W W Y Y •.' e 465.82 Y Y W W W W W W W W W W W W W .465.43 , C5.62 (y� < 1 rr^^tl . .. � .. .. .. •�' w : 465 85 " 465 93 I .. •' / . W W W W Y Y W W W W W W W W W .' W W W W W W W W W W W W W W Y .•. .� .. A .. .. .. �GRASSYSWLEALE SEE . 465.65 , 465.18 W W W W W W W W W W W W W W W •-- Y Y .p .p .p .p .p .p .p x 465.65 SHEET C4.00 � .. _ 465.90_ Jx W .l• .1• H W °. W W °. W °. °. W °. W `Y p `V p '465. 50 . �465.90 -"AVV Y YYYa 465.40 \ . r W W W W W W W W W W W W .. .. 466.22 466.06 • a° �� 57�..� _466.22,_ '66 .466.35 �'..\ /466.32- 466.30:.° M.E. r• W •V J' Y `V `Y . . ' / /'/ A °°° 464.68 a°° •°vv°� vv v v v v o v v v .465.05 . .. v . v vvvvv vv 46640' ° 465.25 ''/ /' / 1 vvvavv°vvv°pO°vavvvv vv°vvvvvvv v ..vv .vevvvvvvvv -A a .. .. / .// ° vvav°vvv ° ° v °v�''vvvvv° vvv vvav ' :a • '''. e •vvav vvvp4 °�°vv ° - •' Y64 �; I % / /. vvv o°aa pO vvaoO vv o°aa °vvav av °°.466.55 °� .. vvav°O°°°p Ov -g, °�v°vaovv ..466.40 I 464.02 \ 9 I; .I I vpOvv pO ° vO vvava O°v b�v°vvv°vvv v vvoo p4 p4 vOvvovvv LE..�kaI . vvvvvvv vovvv vv vvv vv ° vovvv °vvav vv° v / /Y v r• r• r• Y \464.52Y . 465.17 .. .. 'I vvv vv vv °ovvv°vvv vvv vvapO °av °v°v°vv vvvavv •.. .I\'....':. .?( I. I ..vvvava°v v°v�aV °av o°ovvv°vovvv vaa '4'' as .°°veva°a° vvvavv Ye ° _ . . I .466.221. .. aavovvoov v°v°v °vv°vv °vv°v°v°vv°v°'466:40°v °v°v°v°v° '•.L v°fl Ov°pO ° ° vv ° vv4vvpO vvv vv°v v °° ovvv vvv ° vovvv vv vv°vovvv 466.40�v�vgv°°°v ° v°vv I 466.12 .. Y Y Y Y Y Y Y Q Y 1' d 'vovvv vv v vv °v ev vvvvavvvv v vv °vvv . vovvv v v cva ^"' ova°vvv I. . SD .. .. 620 466.32 1. v°° vvv v ° ° v° °v°vvv°v°v°o °v a°va ° vvv°vvv ° °v °. .� . v ° ° v° °v°v °v°v°o°vvv°a°°v°v°v°v°v°vv" veva 466.20 W W W W W W W W W W W W \\ vavvvv ° ° ° y°°° p4 pO °°4 044 ° °°v a 4635 vv ovvv vv °°vovvv r� ' °vvv ovvv vv Y Y v. v. Y Y Y 'I. W Y Y • . .464.90 .. 466.40 a o°o ova v°o v°v° ° ° v°v°v°v° o a°vvv v°v°vv°vv v° °v°vvv ° . aO .. vv° °o v v ° ° 466.40 466.35 _ .. e.. . `464.78 •' :: - 1 vovvv°a°v°a ° °o v vo ��. 466.20 Y v. \Y Y Y Y Y Y Y Y Y Y Y Y 1 .. \I 1 \� °vvoo vavap4vv °vvv v6.4Uv Y Y Y Y Y Y v Y r• r• v: .. /' 1 � °°vv vv vavvvv vv v veva av ovvv v ovvv ]. W W W Y W Y Y W W W W W W W W q •'� 466.50 :. ''' W W W W W W W W W W W W W W W W ... / I I' 1 1 O°°p4vavop Qaaap Opavav 04aavvQa 4a a I.d •, ` .'• ':. I 1 vavvvv v°° °vvaavvvv°°vv 8 � �� / W W W W W W W W W T6 W W W T6 X. W T /_ '\ .J5%466.32 •' ••~ //� Y.,�A• Y Y Y Y� Y Y Y `P Y Y �\ 465.30 467MV'.�/' X466.62466.50"_ 466.50 W W W W W W W W W W W W W / W ♦ ♦ W W WW S�J6LCfYp W W O W O W O W W W W W W W W W W W W W W W W W W W . 'x ._�IC 66C^/•� ' 46X. W W W W W W W W ' 465.45 --x465.20 465.53 466.03 .466.40 8 E ot+w 1 .�6� - EONW J Y w .n5' W W `Y `Y `P W W W W W W W m S •" .466.60 ,'/ . M.E. Sl<466.10 E w - VV p68 \/ _E0 465.55 465.65 r. •. X.01 E OHw M x Grading Plan - West �V i i i M W W W W W W W W W V T c `v Y Y W W W W W W HORIZONTAL SCALE: 1' = 20'-0" + W W W W W W W JI '1f1 '� 4V7, 1` 0 20' 40' x w- E OH q•1' W W W W W W W W � Y W W W W � w- E O M• W W A[,S W W W W W `h AV Y Y Y M,E• M.E. ��. cz 0- cz l ITh F W N r `• Simon- Daws E., OREGON (� �Ga 02/04/2015 �w `c"'j-XiC" ~ DffIRES 02.28.22 Drawn by. SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO C3.00 This aoa,mmt and me mfrmatmo contained nrinn may not aw apiW a rmrodatad without egreo written permiaeim of MalPark and Rrreation Daum, Sheet Notes: °aaaman:ed dsaior,re an oaamnion aae re pmnicited by oapY5nt iaw. 465.00 SPOT HEIGHT AT TOP 1. VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING EXCAVATION. REVISIONS OF CONCRETE PAVING REPAIR ANY DAMAGE TO EXISTING PIPES, UTILITIES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE IN A MANNER APPROVED BY OWNER'S REPRESENTATIVE. M.E. MATCH EXISTING 2. NEW PAVING AND GRAVEL SURFACES: ENSURE POSITIVE DRAINAGE AWAY FROM STRUCTURES. NOTIFY OWNER'S REPRESENTATIVE IF GRADE DISCREPANCIES ARE DISCOVERED. EXISTING SPOT HEIGHT 3. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE x��" CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. AFTER REVIEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR A DECISION PRIOR TO COMMENCING WITH THE WORK. 5. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. 6. ALL SURFACES SHOULD BE ACCESSIBLE AND SHALL CONFORM TO ALL FEDERAL AND OREGON STATE STANDARDS FOR ACCESS FOR THE DISABLED. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. 7. PROVIDE ADDITIONAL MATERIAL AS NECESSARY TO FEATHER GRADES AS GRADUAL AS POSSIBLE AT LOCATIONS WHERE NEW WORK ABUTS EXISTING CONDITIONS ALONG EDGES OF PROJECT. BLEND NEW ELEVATIONS BACK TO EXISTING GRADE TO CREATE A UNIFORM SLOPE: • MAXIMUM SLOPE ON CONCRETE AND GRAVEL WALKWAYS, 2% • MAXIMUM SLOPE IN LANDSCAPE AREAS, 25% L O 8. INSTALL NEW UTILITIES SO THAT RIM ELEVATIONS ARE FLUSH WITH FINISH GRADES AT PAVEMENT, LAWN AND (z PLANT BEDS. ADJUST RIM ELEVATIONS OF EXISTING UTILITIES ACCORDINGLY, AS REQUIRED. ^ > 73 L.L 9. LANDSCAPE BERMS ARE TO BE GRADED AT APPROXIMATELY 1:4 SLOPE. FEATHER TRANSITIONS FROM BERM TO 73 EXISTING GRADES WITH SMOOTH TRANSITIONS. 0) U Q N cn N U) co 0 O W W W W Y Y Y Y W W W W W W W W W W W W W W W W W W W W W W Y Y Y Y Y `w W ° J GRADING FOR GRAVEL AREAS AT W W W W `Y Y• w W W W Y 465.30. W W Y Y Y Y W Y Y W W W W W W W W W � W W BIKE PLAYGROUND SHOULD BE, Y a Y Y Y r W W W Y Y Y W W W •V W °' W 465.38" W W W W W W W W Y W W IYt W W , GRADED TO MATCH EXISTING LAWN xW W W W W Y W ... W W W W W W W W W W W W . W Y Y Y Y W Y Y W W W W W W W W W W W .p SURFACE. SEE DETAIL 6/(32.50, Y Y Y Y W W W � W W W W W W W W V• V• W r W W W W W W W W W W W W W W W W W W W W W W W W W V• W 465 90 W W W W Y W W X. W W W W W W W W W W W W W W W Y Y Y Y W W Y W W W W W W W W W W W W W W W W W JW W W °• +4.5 50W W W W W W W W W W W W W W W W Y Y W W W W W W W W W W W W W W W Y Y W W W W W W W W W W W W W W W W W W ' °.• •'.' / W W W W W W W °' °' °' °' . . . W W W W W W W W W W W Y 465.90' `I' a a _ _j 465.43.. Y W W W W W W W W W W W W W W W W W W W W W W W W W W W / 'J W W W W W W W W W W W W W W `Y W W W W W Y Y •.' e 465.82 Y Y W W W W W W W W W W W W W .465.43 , C5.62 (y� < 1 rr^^tl . .. � .. .. .. •�' w : 465 85 " 465 93 I .. •' / . W W W W Y Y W W W W W W W W W .' W W W W W W W W W W W W W W Y .•. .� .. A .. .. .. �GRASSYSWLEALE SEE . 465.65 , 465.18 W W W W W W W W W W W W W W W •-- Y Y .p .p .p .p .p .p .p x 465.65 SHEET C4.00 � .. _ 465.90_ Jx W .l• .1• H W °. W W °. W °. °. W °. W `Y p `V p '465. 50 . �465.90 -"AVV Y YYYa 465.40 \ . r W W W W W W W W W W W W .. .. 466.22 466.06 • a° �� 57�..� _466.22,_ '66 .466.35 �'..\ /466.32- 466.30:.° M.E. r• W •V J' Y `V `Y . . ' / /'/ A °°° 464.68 a°° •°vv°� vv v v v v o v v v .465.05 . .. v . v vvvvv vv 46640' ° 465.25 ''/ /' / 1 vvvavv°vvv°pO°vavvvv vv°vvvvvvv v ..vv .vevvvvvvvv -A a .. .. / .// ° vvav°vvv ° ° v °v�''vvvvv° vvv vvav ' :a • '''. e •vvav vvvp4 °�°vv ° - •' Y64 �; I % / /. vvv o°aa pO vvaoO vv o°aa °vvav av °°.466.55 °� .. vvav°O°°°p Ov -g, °�v°vaovv ..466.40 I 464.02 \ 9 I; .I I vpOvv pO ° vO vvava O°v b�v°vvv°vvv v vvoo p4 p4 vOvvovvv LE..�kaI . vvvvvvv vovvv vv vvv vv ° vovvv °vvav vv° v / /Y v r• r• r• Y \464.52Y . 465.17 .. .. 'I vvv vv vv °ovvv°vvv vvv vvapO °av °v°v°vv vvvavv •.. .I\'....':. .?( I. I ..vvvava°v v°v�aV °av o°ovvv°vovvv vaa '4'' as .°°veva°a° vvvavv Ye ° _ . . I .466.221. .. aavovvoov v°v°v °vv°vv °vv°v°v°vv°v°'466:40°v °v°v°v°v° '•.L v°fl Ov°pO ° ° vv ° vv4vvpO vvv vv°v v °° ovvv vvv ° vovvv vv vv°vovvv 466.40�v�vgv°°°v ° v°vv I 466.12 .. Y Y Y Y Y Y Y Q Y 1' d 'vovvv vv v vv °v ev vvvvavvvv v vv °vvv . vovvv v v cva ^"' ova°vvv I. . SD .. .. 620 466.32 1. v°° vvv v ° ° v° °v°vvv°v°v°o °v a°va ° vvv°vvv ° °v °. .� . v ° ° v° °v°v °v°v°o°vvv°a°°v°v°v°v°v°vv" veva 466.20 W W W W W W W W W W W W \\ vavvvv ° ° ° y°°° p4 pO °°4 044 ° °°v a 4635 vv ovvv vv °°vovvv r� ' °vvv ovvv vv Y Y v. v. Y Y Y 'I. W Y Y • . .464.90 .. 466.40 a o°o ova v°o v°v° ° ° v°v°v°v° o a°vvv v°v°vv°vv v° °v°vvv ° . aO .. vv° °o v v ° ° 466.40 466.35 _ .. e.. . `464.78 •' :: - 1 vovvv°a°v°a ° °o v vo ��. 466.20 Y v. \Y Y Y Y Y Y Y Y Y Y Y Y 1 .. \I 1 \� °vvoo vavap4vv °vvv v6.4Uv Y Y Y Y Y Y v Y r• r• v: .. /' 1 � °°vv vv vavvvv vv v veva av ovvv v ovvv ]. W W W Y W Y Y W W W W W W W W q •'� 466.50 :. ''' W W W W W W W W W W W W W W W W ... / I I' 1 1 O°°p4vavop Qaaap Opavav 04aavvQa 4a a I.d •, ` .'• ':. I 1 vavvvv v°° °vvaavvvv°°vv 8 � �� / W W W W W W W W W T6 W W W T6 X. W T /_ '\ .J5%466.32 •' ••~ //� Y.,�A• Y Y Y Y� Y Y Y `P Y Y �\ 465.30 467MV'.�/' X466.62466.50"_ 466.50 W W W W W W W W W W W W W / W ♦ ♦ W W WW S�J6LCfYp W W O W O W O W W W W W W W W W W W W W W W W W W W . 'x ._�IC 66C^/•� ' 46X. W W W W W W W W ' 465.45 --x465.20 465.53 466.03 .466.40 8 E ot+w 1 .�6� - EONW J Y w .n5' W W `Y `Y `P W W W W W W W m S •" .466.60 ,'/ . M.E. Sl<466.10 E w - VV p68 \/ _E0 465.55 465.65 r. •. X.01 E OHw M x Grading Plan - West �V i i i M W W W W W W W W W V T c `v Y Y W W W W W W HORIZONTAL SCALE: 1' = 20'-0" + W W W W W W W JI '1f1 '� 4V7, 1` 0 20' 40' x w- E OH q•1' W W W W W W W W � Y W W W W � w- E O M• W W A[,S W W W W W `h AV Y Y Y M,E• M.E. ��. cz 0- cz l ITh F W N r `• Simon- Daws E., OREGON (� �Ga 02/04/2015 �w `c"'j-XiC" ~ DffIRES 02.28.22 Drawn by. SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO C3.00 all a.. e 466.13_ v ` 6 �c 1A/'moi )N E OHW� x U I ,66 y --k CIO I 21 W W W W JJJW W 465.82 r• r• r• . . y y y y W W W W PLAN NOTE: GRADING FOR + r• r• r• .. W +GRAVEL AREAS IN EASTERN + W W W W PORTION OF SITE SHOULD BE r• r• r• r• ,GRADED TO MATCH EXISTING r - W AT EDGE OF GRAVEL SURFACE. r• r• r• ,SEE DETAIL 6/C2.50 r - W W W W W W W W W W 1. • u. a. W J' W J' J' * ..... ' W W 465W70 ........... ...................................... 465.95 I ,J TT y /•. .�-- / W w :. W W W W W W W W W 466.20 466,20'.' :.. Y I \\ • ' '�• 466. j '�a \ \ 466.20 C -•a a N' W WW ��W ::. W W W :.W:.:'WW W �Y • W 466.10 - 466.0, .466.12: -46B '466.12 , .. J}67.: 466.12 - 46.6.20 - - 466.20 x. 466.28_-�-�-� (E)� x 0 X65 • a. e '< HORIZONTAL Plan - East 0— CIO r• `V Si�Daws-- y OREGON (� /Q 02/04/201e �w rC1PE EMPIRES 02.29.22 Drawn by. SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO C3.01 role aowmet and Une mrarmalion contained nrNn may not be dried a newadum without egreo wnttm Permian of Wall Park and Reareotion Legend Sheet Notes: Dat°" Unauthol diealoaurs or sanNrveiion use are prohibited by sap,ril law. PROPOSED LIGHT DUTY1. VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING EXCAVATION. REVISIONS CONCRETE SIDEWALKS � 465.00 SPOT HEIGHT AT TOP OF CONCRETE PAVING REPAIR ANY DAMAGE TO EXISTING PIPES, UTILITIES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE IN A MANNER APPROVED BY OWNER'S REPRESENTATIVE. PROPOSED HEAVY DUTY 2. NEW PAVING AND GRAVEL SURFACES: ENSURE POSITIVE DRAINAGE AWAY FROM STRUCTURES. NOTIFY OWNER'S CONCRETE SIDEWALKS M.E. MATCH EXISTING REPRESENTATIVE IF GRADE DISCREPANCIES ARE DISCOVERED. NEW PLAYGROUND AREA SAFETY SURFACE. , EXISTING SPOT HEIGHT 3. ALL WALKS AND FLATWORK SHALL BE ESTABLISHED IN THE FIELD FOR REVIEW AND APPROVAL. THE CONTRACTOR SHALL LAYOUT THE AREA OR FORM WORK FOR REVIEW BY THE OWNER'S REPRESENTATIVE. EXISTING NON -IRRIGATED GRASS xab` AFTER RENEW AND NECESSARY MODIFICATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE, THE AREAS RETAINED CONTRACTOR SHALL PROCEED WITH CONSTRUCTION. IF APPROVAL IS NOT OBTAINED, THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY UNAUTHORIZED FIELD ADJUSTMENTS. PROPOSED SEEDED/IRRIGATED LAWN 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES AND GRADES IN THE FIELD AND BRING ANY Lj AREAS. SEE LANDSCAPE PLANS DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE FOR A DECISION PRIOR TO COMMENCING PROPOSED SHRUB PLANTERS. WITH THE WORK. SEE LANDSCAPE PLANS 5. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL REQUIREMENTS. 6. ALL SURFACES SHOULD BE ACCESSIBLE AND SHALL CONFORM TO ALL FEDERAL AND OREGON STATE PROPOSED GRAVEL PATHS STANDARDS FOR ACCESS FOR THE DISABLED. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. 466 PROPOSED CONTOURS AT 1' INTERVAL 7. PROVIDE ADDITIONAL MATERIAL AS NECESSARY TO FEATHER GRADES AS GRADUAL AS POSSIBLE AT LOCATIONS WHERE NEW WORK ABUTS EXISTING CONDITIONS ALONG EDGES OF PROJECT. BLEND NEW ELEVATIONS BACK TO (n y--' � EXISTING GRADE TO CREATE A UNIFORM SLOPE: C m EXISTING CONTOURS AT 1' INTERVAL • MAXIMUM SLOPE ON CONCRETE AND GRAVEL WALKWAYS, 2% • MAXIMUM SLOPE IN LANDSCAPE AREAS, 25% i O 8. INSTALL NEW UTILITIES SO THAT RIM ELEVATIONS ARE FLUSH WITH FINISH GRADES AT PAVEMENT, LAWN AND PLANT BEDS. ADJUST RIM ELEVATIONS OF EXISTING UTILITIES ACCORDINGLY, AS REQUIRED. (Z -6 9. LANDSCAPE BERMS ARE TO BE GRADED AT APPROXIMATELY 1:4 SLOPE. FEATHER TRANSITIONS FROM BERM TO 0— > 3 EXISTING GRADES WITH SMOOTH TRANSITIONS. O L C U Q cf) a W V) co 0 �r O 0— CIO r• `V Si�Daws-- y OREGON (� /Q 02/04/201e �w rC1PE EMPIRES 02.29.22 Drawn by. SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO C3.01 • I, y� "f vE U • iG Q M� u .. — W—T �— WpT — — wAT CONSTRUCTION NOTES. 1. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE CRY OF SPRINGFIELD PUBLIC WORKS REQUIREMENTS CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED PERMIT FOR WORK WITHIN RIGHT-OF-WAY. KEY NOTES Oj CONSTRUCT GRASSY SWALE WITH DRAIN ROCK TRENCH. SEE DETAIL 1, THIS SHEET. NEW 2" WATER SERVICE WITH 1 1/2" WATER METER. COORDINATE SERVICE CONNECTION WITH 102 SPRINGFIELD UTILITY BOARD. 1 1/2" RP BACKFLOW ASSEMBLY FOR IRRIGATION AND 3/4" RP BACKFLOW ASSEMBLY FOR FOUNTAIN - 103 SUPPLIED AND INSTALLED BY OWNER. 104 CONSTRUCT 3" SERVICE TO IRRIG47ION SYSTEM. i21 CONSTRUCT 314 PIX WATERLINE TO DRINKING FOUNTAIN PER DETAIL Z THIS SHEET. CAP ENDS AND MARK WITH 2'.X4" WOOD STAKE. 122 END WATER LINE. .O11Y POWNWIIM 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR OS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISRNG UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES THE CONTRACTOR SHALT. CONTACT OREGON ONE -CALL AT (800) 3J2-2344 TO INDICATE EXISTING UTILITIES AT LEAST 46 HOURS PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTIUTIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. 2. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MATERIAL TIDE FOR ALL EXISTING UNDERGROUND UTILITIES ON SITE ACROSS THE SITE AND AT THE INDIC47ED POINTS OF CONNECTION. IF THE EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN THE CONTRACTOR SHALL NOTIFY BRANCH ENGINEERING, INC. IMMEDIATELY. J. SITE PLUMBING SHALL CONFORM TO THE MOST RECENT VERSION OF THE OREGON PLUMBING SPEC14LTY CODE AND MANUFACTURER'S SPECIFICATIONS. 4. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PER CITY OF SPRINGFIELD PUBLIC WORKS REQUIREMENTS. CONTRACTOR SK4LL OBTAIN CITY PERMITS FOR WORK WITHIN RIGHT-OF-WAY. Drainage + Utility Plan 9 8 HORIZONTAL SCALE I' = 40'-0' LEGEND CYICTIMr-` i \ 499— EXISTING CONTOUR ® WATER METER — —WW— — WASTEWATER PIPE -f0" SD- STORM PIPE 12' (—GRASSY MIX. SEE LANOSGIPE PLANS. 2' MIN. —1 DDn oCn WATERLINE — • — • — • — GRASS SWALE 18* GROWING MEDIUM Y(1 GRASSY SWALE SECTION SCALE N.T.S. WITHIN OUTSIDE PAVED AREA PAVED AREA PAVING STRUCTURE 3" MIN. BEDDING 1 PIPE SIZE AND TYPE PER PLANS SUBGRADE 6" MIN. COMPACTED NATIVE BACKFILL MIN. NOTE: AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS. HORIZONTAL SEPARATION BETWEEN JOINT TRENCH UTILITIES SHALL BE 12" OR GREATER. �1 TYPICAL TRENCH SECTION G SCALE: N.T.S. Thlb do .t and h. hfo.dlm mnt hW N.b m, not b. m,IW m r. dwW .nhwt .p .M. p.Wm of M9l.don. PoN mE R bo, Dl.4ht. IMmihmb Elcl.wr..r mebmlbn ur m pm %IW by w lght lw. I REVISIONS I i L Cz LL W U N n �V(J W C .CES L. Q Wancr. INEERING civil . transportati structural• geotechni SURVEYING L2 / -V #52996 '4'NL_A DIGITALLY SIGNED OREGON 2 i oo V �S EBRUARY B,t� P qF( LANE 0� Drawn by. MD Date: 03.03.21 Scale:AS SHOWN SHEET NO: 04.00 Legend Service Panel Detail One Line Diagram IRRIGATION LIGHTING STRONG BOX ELECTRICAL CONDUITS. CONTROLLER CONTROL ENCLOSU acP REE SEE KEYNOTES. PANEL COMMUNICATIONS CONDUITS. FOURPLEX F_— — i — — — — ODA 7 Fc SEE NOTES. OUTLET p❑p❑ 1" C IRRIGATION w WATER LINE. SEE UTILITY PLAN. IN JOINT CONTROLLER M TRENCH WITH ELECTRICAL WHERE FEASIBLE. I EQUIPMENT I I Keynotes. ENCLOSURE LIGHT I100 RELAY 2 1. ELECTRICAL ENCLOSURE. MODEL MPE—A16-1OK BY STRONG BOX. INCLUDE PEDESTALPANEL RISER AND INSTALL ON CONCRETE BASE PER MANUFACTURERS SPECIFICATIONS. 12" PEDESTAL 2. 2" CONDUIT FOR ELECTRICAL SERVICE.2" COMMUNICATION }", (4) X10 I ( (2Q ( 21Q 3. (2) 1}" CONDUITS FOR COMMUNICATIONS. SERVICE CONDUIT 4. (2) 1}" CONDUITS FOR ELECTRICAL. 1 }" CONDUIT 5. OLDCASTLE #1118 IN—GROUND PULL BOX WITH PROPER MARKING, COVER AND PENTA _ BOLTS. — — ---- — — — — — — — — - 6. (1) 1}" CONDUIT FOR COMMUNICATIONS. 1 }" SPARE�� 7. (1) 1}" CONDUIT FOR ELECTRICAL CONDUIT 8. }° CONDUIT TO LIGHT POLE FOR COMMUNICATION 9.CONDUIT TO LIGHT POLE FOR ELECTRIC. 8' GROUND 10. LIGHT POLE. SEE DETAIL 2/C2.50. ROUND STEEL POLE KRS14-4120 WITH STANDARD ROD BASE. SWEPT HOLLOW ARM PART NO AA03. LIGHT FIXTURE IS WARP 9, PART NUMBER ISA WP9S 3 E35 120L 4K 120 BL ALL LIGHT FIXTURE PARTS BY KIM LIGHTING. II II II I V-1 8' GROUND ROD &WIRE FEEDER SCHEDULE TYPE CONDUIT CONDUCTORS GROUND NOTES 20A 1 }" 2 #10 #10 TO IN GROUND BOXES 20A r #10 #10 TO LIGHT POLES IOOA 2" 3 p4/0 AL #6 NEW UNDERGROUND SERVICE "w w�radsj lit w a. .. "+ a= 0 `ateN.,E)W— �_ ` ♦ ? ' ;p 5 "• CE)W 10 �(E)W�tE)W—tE)W-MARCOLA MEADO REFERjENT 0 104 �j Electrical/Lighting Plan D 30' 60' V HORIZONTAL SCALE: 1" = 30'-0" MARC" MEADO REN'f EFEREHCE) (SHOWN FOR — (SHO'M'1 FOR —� WPi ' sw t', This dowment and the informouon oommmad b«em may not be cannot or rb,roduced without myreaa writlm parmwen of wllamdone Par* and Reemeotion Diablet. Una~aed dle,1.,a or conalauction use are "ibited by coppigbt lax. REVISIONS 1.—� VJ J U N W w t w N Drawn by SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO: C5.00 let L > LZL U Q CO i �y-/-t V) co O O 1.—� VJ J U N W w t w N Drawn by SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO: C5.00 Legend j I EXISTING NON–IRRIGATED GRASS El AREAS RETAINED PROPOSED SEEDED/IRRIGATED LAWN AREAS. PROPOSED Q PLANTERS. SHRUB 466 PROPOSED CONTOURS AT 1' INTERVAL ;2 EXISTING CONTOURS AT 1' INTERVAL IRRIGATION SLEEVES WITH SIZE. f SEE IRRIGATION PLANS. I I iii PROPOSED LANDSCAPE BOULDERS. SEE EXISTING TREES TO REMAIN PROPOSED DECIDUOUS TREES PROPOSED CONIFEROUS TREES 2–QP PLANT SYMBOL AND QUANTITY — — Landscape Notes A. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHICH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. B. VERIFY LOCATIONS OF EXISTING AND PROPOSED UNDERGROUND UTILITIES PRIOR TO EXCAVATION. ANY DAMAGE TO UNDERGROUND UTILITIES TO BE REPAIRED AT CONTRACTOR'S EXPENSE. C. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT WITHIN THE DRIP LINE OF EXISTING TREES. SEE TREE PROTECTION SPECIFICATIONS FOR FURTHER INFORMATION. CONTRACTOR SHALL REPLACE ANY TREES, SHRUBS OR LAWN DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS. D. NEW TREE AND SHRUB PLANTING. SEE DETAILS SHEET L1.50. E. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY CONDITION. F. ALL NEW PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF BARK MULCH. SEE SPECIFICATIONS. G. ALL PLANT MATERIAL, INCLUDING SEED/SOD AREAS, SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF FINAL ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. H. FINISH GRADES TO BE SMOOTH AND EVEN GRADIENTS WITH POSITIVE DRAINAGE IN ACCORDANCE WITH SITE GRADING PLAN. LANDSCAPE BERMS MAY BE CONSTRUCTED FROM TOPSOIL STRIPPED FROM SITE OR IMPORTED TOPSOIL PER SPECIFICATIONS. I. STRIP EXISTING VEGETATION/ROOTS FROM AREAS TO RECEIVE NEW SEEDED LAWN AND REMOVE OFF SITE. PLACE TOPSOIL AS REQUIRED TO BE r BELOW TOP OF ADJACENT SIDEWALK/CONCRETE. RE–SEED PER SPECIFICATIONS. J. THE CONTRACTOR IS TO SEED AREAS IMPACTED BY NEW CONSTRUCTION INCLUDING AT THE EDGE OF ALL NEW PAVING/CURBS WHERE EXISTING GRASS IS DAMAGED DURING CONSTRUCTION OR CHANGES IN GRADE OCCUR, AND IN ALL AREAS DAMAGED AS A RESULT OF EQUIPMENT OPERATION. WHERE NEW LAWN ABUTS EXISTING, PROVIDE A SMOOTH TRANSITION. REFER TO SPECIFICATION SECTION 329200 FOR ADDITIONAL INFORMATION. K. FERTILIZE ALL TREES AND SHRUBS WITH PLANTING TABLETS PER SPECIFICATIONS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. L. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 18" OF TOPSOIL, LAWN AREAS A MINIMUM OF 12° OF TOPSOIL. SPREAD, COMPACT AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE. M. EXISTING TOPSOIL MAY BE USED IN NEW PLANTER BEDS. SEE SPECIFICATION SECTION 329300 FOR INFORMATION ON PLANTER BED PREPARATION, SOIL AMENDMENTS AND FERTILIZER.. N. AS REQUIRED, PROTIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. PH OF IMPORTED TOPSOIL SHALL BE 5.5 TO 7.0. 0. OBTAIN WEED FREE TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL–DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. P. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE TESTING AGENCYS FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECTS REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. ACIDITY/ALKALINITY RANGE – PH. 5.5 TO 7.6. Q. CONTRACTOR TO INSTALL BOULDERS IN LOCATIONS SHOWN. BOULDERS PROVIDED BY WILLAMALANE. SEE DETAIL 6A1.50 R. IMMEDIATELY CLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. S. REFER TO SPECIFICATIONS FOR FULL DETAILS OF LANDSCAPE INSTALLATION. 1–CC w•.•wwwww•wwww -FP 1 PCA 1 _ . . . . . . . . . . . Ti '7 -RNC ... w J. 9 0 1–PAB'- --- ww 3—CAO - 1 GTS 5 HS 64 .. .. 2 /L .6 o& 3–RNY .. '13–RNY,–PAB 3–SJN N 1—LT; -' 3–SJN 1•Cc 1–GTS '6–SJ .�'.... 1–GTS 3" • .. .. ..1-111 .7–PAH 3–PAH . 1–PP' 1–PCA 3–RNY' 2–RGL$ 1–TC 68 9a?� q w 4_ AB 6. 5–AB �s P---------------. __________—(E)W—(E)W'—`E)W—(E)W \ ------------ bA Landscape Plan - West 30' 60' V HORIZONTAL SCALE: 1° = 30'-0° (E)W—' r(S"pWN FOR REFEREN�)ENT Planting Legend: W Irvis, M0141, --.Moo 1. (E),N— KEY BOTANICAL NAME COMMON NAME SIZE MATURE SIZE SHRUBS, PERENNIALS & GRASSES RGL Rhus ammatica'grow-law' Grow -low Fragrant Sumac 2 gal. 3' x 6'w RNC Rosa x'Noala' Coral Flower Carpet Rose 2 gal. 2'x 3'w RNY Rosa x'Noalesa' Yellow Flower Carpet Rose 2 gal. 2'x 3'w SJN Spirea japonica'Noon Flash' Neon Flash Spirea 2 gal. 3'x 3'w HS Hemerocallis 'Stella d' Oro' Stella d' Oro Daylily 1 gal. 2'x 2'w CAO Calamagrostis x acutiflora'Overdam Overdam Feather Reed Grass 2 gal. 5'x 2'w HES Helictotrichon sempervirens Blue Oat Grass 1 gal. 2'x 2'w PAH Pennisetum alopecuroides'Hameln' Dwarf Fountain Grass 2 gal. 2'x 2'w TC Tilia cordata'Greenspire' Greenspire Linden 2" cal. B&B 40'x 30'w ORNAMENTAL FLOWERING TREES O Cc Cercis canadensis Eastern Redbud 2" cal. B&B 25'x 30'w PCA Pyms calleryana'AristocraT Aristocrat Flowering Pear 2" cal. B&B 35'x 20'w CONIFEROUS TREES PP Pinus ponderosa Ponderosa Pine 6'-7' 85'x 25'w TH Tsuga heterophylla Western Hemlock 6'-7' 60'x 25'w w w 1—LTA .1—CC+ a `+ w�w 3. . 1'Qc .'. wr w..w .I.� .. .wl . 1–CC w•.•wwwww•wwww -FP 1 PCA 1 _ . . . . . . . . . . . Ti '7 -RNC ... w J. 9 0 1–PAB'- --- ww 3—CAO - 1 GTS 5 HS 64 .. .. 2 /L .6 o& 3–RNY .. '13–RNY,–PAB 3–SJN N 1—LT; -' 3–SJN 1•Cc 1–GTS '6–SJ .�'.... 1–GTS 3" • .. .. ..1-111 .7–PAH 3–PAH . 1–PP' 1–PCA 3–RNY' 2–RGL$ 1–TC 68 9a?� q w 4_ AB 6. 5–AB �s P---------------. __________—(E)W—(E)W'—`E)W—(E)W \ ------------ bA Landscape Plan - West 30' 60' V HORIZONTAL SCALE: 1° = 30'-0° (E)W—' r(S"pWN FOR REFEREN�)ENT Planting Legend: W Irvis, M0141, --.Moo 1. (E),N— KEY BOTANICAL NAME COMMON NAME SIZE MATURE SIZE SHRUBS, PERENNIALS & GRASSES RGL Rhus ammatica'grow-law' Grow -low Fragrant Sumac 2 gal. 3' x 6'w RNC Rosa x'Noala' Coral Flower Carpet Rose 2 gal. 2'x 3'w RNY Rosa x'Noalesa' Yellow Flower Carpet Rose 2 gal. 2'x 3'w SJN Spirea japonica'Noon Flash' Neon Flash Spirea 2 gal. 3'x 3'w HS Hemerocallis 'Stella d' Oro' Stella d' Oro Daylily 1 gal. 2'x 2'w CAO Calamagrostis x acutiflora'Overdam Overdam Feather Reed Grass 2 gal. 5'x 2'w HES Helictotrichon sempervirens Blue Oat Grass 1 gal. 2'x 2'w PAH Pennisetum alopecuroides'Hameln' Dwarf Fountain Grass 2 gal. 2'x 2'w 11111f_21441 VAlin CZ MARCOLA MEADOWREFERENCE)EN (�0� FOR C i KEY BOTANICAL NAME COMMON NAME SIZE MATURE SIZE DECIDUOUS SHADE TREES AB Acerx freemanii Autumn Blaze Maple 2" cal. B&B 50'x 40'w FA Fraxinus amedcana'Autumn Purple' Autumn Purple White Ash 2" cal. B&B 50x 30'w FP �I Patmore Green Ash 2" cal. B&B 50'x 40'w GTS Gleditsiatriacanthos inermis'Skyline' Skyline Haney Locust 2" cal. B&B 45'x 35'w LTA Lidodendron tulip ifera'Aurec-marginatum' Majestic Beauty Tulip Tree 2" cal. B&B 50'x 20'w PAR Platanus x acedfolia'Bloodgood' Bloodgood London Planetree 2" cal. B&B 50'x 40'w QC Quercus coccinea Scarlet Oak 2" cal. B&B 70'x 45'w QP Quercus palustris Pin Oak 2" cal. B&B 75'x 40'w TC Tilia cordata'Greenspire' Greenspire Linden 2" cal. B&B 40'x 30'w ORNAMENTAL FLOWERING TREES O Cc Cercis canadensis Eastern Redbud 2" cal. B&B 25'x 30'w PCA Pyms calleryana'AristocraT Aristocrat Flowering Pear 2" cal. B&B 35'x 20'w CONIFEROUS TREES PP Pinus ponderosa Ponderosa Pine 6'-7' 85'x 25'w TH Tsuga heterophylla Western Hemlock 6'-7' 60'x 25'w w�w .I.� .. .wl . -1- s .I. wlw •I� _ PP .. w'3 . . . 87. I UI CZ MARCOLA MEADOWREFERENCE)EN (�0� FOR C i KEY BOTANICAL NAME COMMON NAME SIZE MATURE SIZE DECIDUOUS SHADE TREES AB Acerx freemanii Autumn Blaze Maple 2" cal. B&B 50'x 40'w FA Fraxinus amedcana'Autumn Purple' Autumn Purple White Ash 2" cal. B&B 50x 30'w FP Fracinus pennsylvanica'Patmere' Patmore Green Ash 2" cal. B&B 50'x 40'w GTS Gleditsiatriacanthos inermis'Skyline' Skyline Haney Locust 2" cal. B&B 45'x 35'w LTA Lidodendron tulip ifera'Aurec-marginatum' Majestic Beauty Tulip Tree 2" cal. B&B 50'x 20'w PAR Platanus x acedfolia'Bloodgood' Bloodgood London Planetree 2" cal. B&B 50'x 40'w QC Quercus coccinea Scarlet Oak 2" cal. B&B 70'x 45'w QP Quercus palustris Pin Oak 2" cal. B&B 75'x 40'w TC Tilia cordata'Greenspire' Greenspire Linden 2" cal. B&B 40'x 30'w ORNAMENTAL FLOWERING TREES O Cc Cercis canadensis Eastern Redbud 2" cal. B&B 25'x 30'w PCA Pyms calleryana'AristocraT Aristocrat Flowering Pear 2" cal. B&B 35'x 20'w CONIFEROUS TREES PP Pinus ponderosa Ponderosa Pine 6'-7' 85'x 25'w TH Tsuga heterophylla Western Hemlock 6'-7' 60'x 25'w mb d..m t ane Pe'mlormalion c.Whned herein may not be �p a W,aa .ybh.t .,re. xtben per.wm pf ffi Wmenn< Park Hoer Recro,im District. Uno~,ed dbdy.re v .m Wim use a, probibitee by copx5ht lae. REVISIONS w N S CL CZ CZ r, Simon Daws OREGON 02/04/2015 �<V �C9pE ARCS~ Drawn by SPD Date: 04.05.21 Scale: AS SHOWN I SHEET NO: L1,00 i E O > O U Q CO O V) co O O S CL CZ CZ r, Simon Daws OREGON 02/04/2015 �<V �C9pE ARCS~ Drawn by SPD Date: 04.05.21 Scale: AS SHOWN I SHEET NO: L1,00 I0 I cz wwwwwwwwwww.ww.wwww.wwwww.:_... I N IJ I Iv I cz Landscape D ndscapePlan - East HORIZONTAL Thin dowmmt and Ue Imormation curtained bmein may not be copies or reprAm l withwt m i ma xittm pxmiaelm of Nfuameane Park and RmeoUm Diatrict. Unauthorized dndwme or omatWim use a, Prunibited by cappgm lax. I REVISIONS I I S I� ---- WPt— __ WPi 1 �C WPi —1 �cz WPi — `/ WPT WPT • , — —��N� __--- — a ). ' • •.. • SN SPN , Ti11111_ cz --- — ----------- — 1 Legend EXISTING NON—IRRIGATED GRASS AREAS RETAINED LjPROPOSED SEEDED/IRRIGATED LAWN AREAS. ° PROPOSED SHRUB PLANTERS. 488 PROPOSED CONTOURS AT V INTERVAL `;2 EXISTING CONTOURS AT 1' INTERVAL IRRIGATION SLEEVES WITH SIZE. SEE IRRIGATION PLANS. PROPOSED LANDSCAPE BOULDERS. SEE NOTES. EXISTING TREES TO REMAIN PROPOSED DECIDUOUS TREES PROPOSED CONIFEROUS TREES 2—QP�PLANT SYMBOL AND QUANTITY W H W N N O L_ Q E N u� Up 0 O �JJ�8 r, v Simon D- aws E., OREGON 02/04/2015 w OQ4PE Drawn by SPD Date: 04.05.21 Scale:AS SHOWN SHEET NO: L1.01 REMOVE DEAD/DAMAGED BRANCHES AND PRUNE REMOVE DEAD/DAMAGED BRANCHES AND PRUNE TO INTERNATIONAL SOCIETY OF ARBORICULTURE TO INTERNATIONAL SOCIETY OF ARBORICULTURE STANDARDS; IMPROPERLY PRUNED TREES (AS STANDARDS; IMPROPERLY PRUNED TREES (AS DETERMINED BY THE LANDSCAPE ARCHITECT) DETERMINED BY THE LANDSCAPE ARCHITECT) SHALL BE REMOVED AND REPLACED. ROOT PROBE SHALL BE REMOVED AND REPLACED. ROOT PROBE 0 PREVAILING WIND DIRECTION o° PREVAILING WIND DIRECTION SOIL LINE SOIL UNE Zf TREE WRAP TRUNK PROTECTION, REMOVE AFTER INSTALLATION RUBBER CINCH TIE o- RUBBER CINCH TIE ° ' 2"x 2" CEDAR STAKE (LENGTH AS p •• REQUIRED)—DO NOT PENETRATE ROOTBALL 2"x 2" CEDAR STAKE (LENGTH AS •a� SEE NOTE 1. SET STAKES PARALLEL TO UTIUZE SOIL/ROOT PROBE AROUND TRUNK REQUIRED)—DO NOT PENETRATE ROOTBALL. PREVAILING WIND SEE NOTE 1. SET STAKES PARALLEL TO (APPROX. 3-4" AWAY FROM TRUNK) TO PREVAILING WIND UTILIZE SOIL/ROOT PROBE AROUND TRUNK LOCATE HIGHEST ROOTS. HIGHEST ROOTS � na w 3" THICK BARK MULCH LAYER, KEEP SHOULD BE POSITIONED AT OR SLIGHTLY (APPROX. 3-4" AWAY FROM TRUNK) TO BARK MULCH 3" AWAY FROM TRUNK ABOVE GRADE LEVEL. io LOCATE HIGHEST ROOTS. HIGHEST ROOTS A�r✓� 3" THICK BARK MULCH LAYER, KEEP SHOULD BE POSITIONED AT OR SLIGHTLY BARK MULCH 3" AWAY FROM TRUNK ABOVE GRADE LEVEL. BACKFILL WITH SOIL PLANTING MIX. SEE REMOVE BURLAP, TWINE, AND WIRE BASKET FROM BACKFILL WITH SOIL PLANTING MIX. SEE REMOVE BURLAP, TWINE, AND 'WIRE SPECIFICATIONS FOR ADDITIONAL INFORMATION TOP 1/2 OF ROOTBALL, REMOVE ALL NAILS, TIES, SPECIFICATIONS FOR ADDITIONAL INFORMATION BASKET FROM TOP 1/2 OF ROOTBALL, AND PLASTIC FROM ROOTBALL IF SYNTHETIC REMOVE ALL NAILS, BES, AND PLASTIC BURLAP IS UTILIZED TO WRAP THE ROOTBALL, IT FINISH GRADE FROM ROOTBALL. IF SYNTHETIC FINISH GRADE U. SHALL BE COMPLETELY REMOVED. ONLY :' ;( BURLAP IS UTILIZED TO WRAP THE r I\\ BIODEGRADEABLE BURLAP SHALL BE LEFT ON THE \ V ROOTBALL, IT SHALL BE COMPLETELY BOTTOM OF THE ROOTBALL.. REMOVED. ONLY BIODEGRADEABLE COMMERCIAL SLOW RELEASE ` \ COMMERCIAL SLOW RELEASE\� BURLAP SHALL BE LEFT ON THE FERTILIZER TABLETS FERTILIZER TABLETS BOTTOM OF THE ROOTBALL. SET ROOTBALL ON NATIVE SET UNDISTURBED SUBSOIL ROOTBALL ON NATIVE \ UNDISTURb ROGMALL DIAMEmt UNDISTURBED SUBSOIL 2. ROO718ALL DIMETER 3x RODIBALL DIAYERER 3. ROOTBALL DIAMETER NOTES: 1. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. Deciduous Tree Planting Detail Scale: NTS Shrub Planting Detail Scale: NTS _TENTION BASIN WITH SOIL MIX. SEE JIONS FOR 4L INFORMATION. NOTES: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR A MINIMUM OF 1 YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE ONE YEAR WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. Coniferous Tree Planting Detail BARK MULCH LAYER — 3" DEPTH OVER ENTIRE BED. DO NOT COVER CROWNS OF PLANTS. SOIL PLANTING MIX. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. SPOT ALL ROOT BOUND ROOTS WITH 3 EQUAL SPACED VERTICAL CUTS. NOTES: 1. SET GROUND COVERS IN STAGGERED ROWS AS SPECIFIED. 2. SET PERENNIALS IN STAGGERED ROWS AS SPECIFIED. Groundcover and Perennial Planting Detail Scale: NTS � V % Scale: NTS This dowmmt and m, Imormation curtained bmein may not be copies or WrAm,1 withwt m i ma xittm pxmiaelm of ffilameane Park and ReueoUm Diatriat. Unauthorized dndwme or omatWim use a, Prunibited by aaP#5Th lax. If I REVISIONS I I .Cz W ^W S L Cz U SHRUB NRF 8" BARK MULCH AT PLANTER BEDS \ " 30" - 60" DIAMETER BOULDER, LOCATED PER PLANS �1 "dam."hw'1P`Y C4y J < 75 �trYsiz COMPACTED SUBGRADE AS 5.f REQUIRED FINISH GRADE PER PLANS FINISH GRADE TOPSOIL CUT EDGE y.� w Planter Bed Cut Edge Scale: NTS Boulder Installation Scale: NTS �JJ�B r, v Simon D- aws E., OREGON O 02/04/2015 LSV `rC9PEC�ti Drawn by SPD Date: 04.05.21 Scale:AS SHOWN SHEET NO: L1,50 I Legend © 3' IRRIGATION MAINLINE D IRRIGATION LATERAL LINE e ZONE CONTROL VALVE ® BACKFLOW PREVENTER 1% Vale Floe ISOLATION VALVE w SHUT OFF VALVE SH RUB AND LAWN IRRIGATION SLEEVE ZONENUMBER See N.I. L (Tree zmes.1 labeled) LANDSCAPE PLANTING 9 Irrigated 10 IANM 11 Irrigated 12 LAM 40 Not Irrigated. © CONTROLLER D QUICK COUPLER 3/4" VALVECALLOUT Vale Mannar # 1% Vale Floe 1(• vale saa 2 SH RUB AND LAWN 56-83 ZONENUMBER 83-116 (Tree zmes.1 labeled) �— — ----� — — — — — — — — — — — — — — — o / � rYr v e • iry. Irrigation Notes A. VERIFY EXACT LOCATIONS AND ROUTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO STARTING EXCAVATION. REPAIR ANY DAMAGE TO EXISTING PIPES, UTILITIES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE IN A MANNER APPROVED BY OWNER'S REPRESENTATIVE. B. CUT NO ROOTS LARGER THAN 1.5" IN DIAMETER WITHOUT APPROVAL OF LANDSCAPE ARCHITECT. SHARP PRUNING EQUIPMENT SUCH AS SAWS AND LOPPERS MUST BE USED FOR ROOTS GREATER THAN I'DIAMETER. NOTIFY LANDSCAPE ARCHITECT PRIOR TO PERFORMING ANY EXCAVATION WITHIN PROTECTION AREAS. C. IRRIGATION LAYOUT IS SCHEMATIC. IT IS INTENDED THAT ALL IRRIGATION LINES WILL BE ROUTED THROUGH LAWNS AND PLANT BEDS EXCEPT WHERE NOTED ON DRAWING. ADJUST ROUTING OF IRRIGATION LINES, HEADS AND SLEEVES AS NECESSARY FOR ANY EXISTING OR PROPOSED UTILITIES. D. PROVIDE ALL NECESSARY WIRING REQUIRED TO MAKE THE IRRIGATION SYSTEM A FULLY SERVICEABLE AND OPERATIONAL CONTROLLED INSTALLATION AT THE COMPLETION OF THE PROJECT. NEW IRRIGATION CONTROL VALVES TO BE CONNECTED TO THE CONTROLLER VIA 2 -WIRE. SEE SPECIFICATIONS. E. LOCATE IRRIGATION ZONE VALVE ASSEMBLIES WITHIN PLANT BEDS WHERE POSSIBLE. ANY IRRIGATION ZONE VALVES DIAGRAMMATICALLY LOCATED IN PAVEMENT AREAS ARE TO BE INSTALLED IN PLANT BEDS. F. LOCATE IRRIGATION MAINLINE, LATERAL LINES, AND VALVE BOXES TO AVOID CONFLICT WITH TREE AND HEDGE PLANTINGS, AND UTILITIES. G. INSTALL SPRAY HEADS 3" FROM ADJACENT PAVEMENT, WALLS, CURBS, AND PLANTING EDGES; UNLESS DIRECTED OTHERWISE BY LANDSCAPE ARCHITECT. H. ADJUST RADIUS ON SPRAY HEADS AS NECESSARY TO MINIMIZE OVERSPRAY WHILE ACHIEVING FULL AND EVEN COVERAGE OF PLANTED AREAS. I. VERIFY STATIC PRESSURE OF 40 PSI MIN. AT POINT OF CONNECTION. NOTIFY LANDSCAPE ARCHITECT PRIOR TO ANY CONSTRUCTION IF PRESSURE IS LOWER THAN 40 PSI. J. VERIFY ALL PIPE SIZING WITH SCHEDULE 40 PIPE SCHEDULE K. INSTALL IRRIGATION CONTROL, COMMON, AND COMMUNICATION WIRE IN UNDERGROUND CONDUIT WHERE ROUTING DOES NOT FOLLOW EXISTING MAINLINE. L. WHERE MAINLINE CROSSES UNDER CONCRETE OR PATH ADD (1) 6° SLEEVE. WHERE LATERAL LINES CROSS UNDER CONCRETE AND NO MAINLINE IS PRESENT, ADD (1) 3" SLEEVE. M. STUB AND CAP MAINLINE. PROVIDE 48" COILED WIRE AND SECURE IN VALVE BOX. N. SEE SITE PLAN FOR PHASING INFORMATION RELATING TO IRRIGATION AND OTHER SITE IMPROVEMENTS. 0. COORDINATE WITH WILLAMALANE IRRIGATION SPECIALIST TO IDENTIFY SPOT IN ELECTRICAL VAULT FOR CONTROLLER. 1 Cz .W G r }" W .'�.±. . . . . . . . . . . jl . .' ..A�_i�r rT�) Irrigation Plan V V HORIZONTAL SCALE: 1" = 30'-0" 31.97 QWS DEVELOPMENT MpRCOLA MEAD (S,{OWN FOR REFERENCE) Pipe Schedule CLASS 200 PIPE SIZING CHART GPM SIZE 0-10 3/4" 10-17 1" 17-27 1 1/4" 27-36 1 1/2" 36-56 2" 56-83 2 1/2" 83-116 3" Lawn 9 Lawn 10 Lawn 11 Lawn 12 Tree 40 60.00 1-1/2" Shrub Spray U CL 1-1/2" Shrub Spray � CO 1-1/2" Shrub Spray 40 � 1-1/2" m 40 30.58 1-1/2" Shrub Spray 40 36.09 1-1/2" Bubbler 40 30.00 o O ...... .. 3. 8.53 4 yN Provide (2) Preventers. p Irrigation an r . 2 3552,. drinki .Y• 42.36 5 7 , , t 1-12' 2' 03 r5e0 Ndte D "35.92 1 12 , as it 1... V6 116.. .. . w rT�) Irrigation Plan V V HORIZONTAL SCALE: 1" = 30'-0" 31.97 QWS DEVELOPMENT MpRCOLA MEAD (S,{OWN FOR REFERENCE) Pipe Schedule CLASS 200 PIPE SIZING CHART GPM SIZE 0-10 3/4" 10-17 1" 17-27 1 1/4" 27-36 1 1/2" 36-56 2" 56-83 2 1/2" 83-116 3" M10 Valve Schedule NUMBER DESCRIPTION 1 Lawn 2 Lawn 3 Lawn 4 Plant Bed 5 Lawn 6 Tree 7 Lawn 8 Lawn 9 Lawn 10 Lawn 11 Lawn 12 Tree rola doo mat and me Flamauon <mtalaaa hash may not W m,,W or replalNaat amrcv adtom pemlymon of •Mlanaan ad pax aM RevaaRm DWI Una,Nalaw dw. or sWdlon U. arc prahblted by oopyip t law. REVISIONS 3 11 5 T• CA -,2• 1 (z 12 , 11s• a Y4 . 1 114 tE)W—(EiW—�E)W� j Cz 4.03 9tE)W y --r IEJW—ME VEI.OPNT �t Vz MARCOLA MEADOWS D (SFIOWN FOR REFERENCE) I w N SIZE TYPE PSI GPM 1-1/2" Shrub Spray 40 35.52 1-1/2" Shrub Spray 40 35.52 1-1/2" Shrub Spray 40 i 1" O 40 6.53 1-1/2" Shrub Spray 40 42.36 1-1/2" > 40 60.00 1-1/2" Shrub Spray U CL 1-1/2" Shrub Spray � CO 1-1/2" Shrub Spray 40 � 1-1/2" m 40 30.58 1-1/2" Shrub Spray 40 36.09 1-1/2" Bubbler 40 30.00 o O 3 11 5 T• CA -,2• 1 (z 12 , 11s• a Y4 . 1 114 tE)W—(EiW—�E)W� j Cz 4.03 9tE)W y --r IEJW—ME VEI.OPNT �t Vz MARCOLA MEADOWS D (SFIOWN FOR REFERENCE) I w N SIZE TYPE PSI GPM 1-1/2" Shrub Spray 40 35.52 1-1/2" Shrub Spray 40 35.52 1-1/2" Shrub Spray 40 35.52 1" Sh 40 6.53 1-1/2" Shrub Spray 40 42.36 1-1/2" Bubbler 40 60.00 1-1/2" Shrub Spray 40 31.97 1-1/2" Shrub Spray 40 32.05 1-1/2" Shrub Spray 40 34.04 1-1/2" Shrub Spray 40 30.58 1-1/2" Shrub Spray 40 36.09 1-1/2" Bubbler 40 30.00 :r r0MAITT#:mR, SYMBOL MANUFACTURER/MODEL PSI s ©s Hunter MP1000 PROS-04-PRS40-CV 40 Ess Hunter MP2000 PROS-04-PRS40-CV 40 wi ams ar 1& W 1z Hunter MP3000 PROS-04-PRS40-CV 40 Park and Recreallon Distrlr Hunter R-VAN-LCS/SST/RCS PROS-06-PRS40-CV 40 STER'4iJ LCS SST RCS B ® Rainbird R -VAN -14, Hunter PROS-06-PRS40-CV 40 r, Simon D- aws E., (pJ Rainbird 5004 -+-PC 55 ° 2a5 w Q Rainbird 5004 -+-FC 55 O`C14PE 13 Rainbird MSBN50Q 55 DPIRES 0128.22 Drawn by SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO: L2.00 VALVE BOX SET TOP OF VALVE BOX FLUSH WITH FINISH GRADE AT LAWNS AND MULCH AT PLANT BEDS SOIL MATERIAL VALVE SUMP PROVIDE A 1 CUBIC FOOT DRAIN ROCK SUMP. SAND BEDDING — AND BACKFILL IRRIGATION MAIN UNE SUBGRADE NOTES 1. INSTALL ISOLATION VALVE TO BE EASILY ACCESSIBLE AND OPERABLE. Isolation Valve Scale: NTS Not used Scale: NTS PAVEMENT IRRIGATION SLEEVES Minimum 6" clearance Size as noted on drawings Irrigati Scale: NTS SAND BE[ PVC PIPE CLASS 200 OR BELL END SCHEDULE 40. CENTER OVER VALVE. SIZE AS APPROPRIATE FOR OPERATING VALVE. VALVE 18" Mininum 24" Matinum NOTES 1. EXTEND SLEEVES BEYOND PAVEMENT EDGE OR BACK OF CURB AS NOTED IN SPECIFICATION. COVER OPEN ENDS WITH DUCT TAPE 2. INSTALL 2 X 4 RED—TOP, WOOD LOCATION STAKES 0 BOTH ENDS OF SLEEVES AND LEAVE 2" ABOVE TOP OF CURB OR PAVEMENT. Sleeves REBAR ANCHOR (#4) — SECURE TO VALVE WITH STAINLESS STEEL SCREW CLAMPS IN TWO PLACES SOIL MATERIAL INSTALL MINIMUM OF 3 BRICKS ® BASE OF BOX TO PROVIDE STABILITY AND PREVENT SETTLEMENT SWING RISER SAND BEDDING NOTES 1. USE TEFLON TAPE ON ALL THREADED PIPE JOINTS. Quick Coupler Assembly Scale: NTS LEGEND VALVE BOX SET FLUSH 'NTH FINISH GRADE AT LAWNS AND MULCH AT PLANT BEDS in in QUICK COUPLING VALVE PEA GRAVEL SUMP GEOTEXTILE FABRIC PVC ELL SCHEDULE 80 IRRIGATION MAINLINE O HUNTER REMOTE CONTROLVALVE (ICV) 7 SCH. 80 NIPPLE, THREADED ONE END WITH FLOW CONTROL AND ACCU-SYNC 8 PVC SLIP X FPT UNION 2O IRRIGATION VALVE BOX: HEAT STAMP LID g BRICK SUPPORTS (4) WITH'RCV IN 2" LETTERS O3 WATERPROOF CONNECTORS 2 10 FILTER FABRIC- WRAPTWICE AROUND O BRICK SUPPORTS 5818"-24" COILED WIRE TO CONTROLLER 11 314" WASHED GRAVEL- 4" MIN. DEPTH FINISH GRADE AT ADJACENT SURFACE (TURF OR MULCH) 12 IRRIGATION LATERAL © SCH. 80 CLOSE NIPPLE, SIZE PER RCV @ MAINLINE AND FITTINGS Zone Valve Assembly Scale: NTS This dmmmt and me immmmion cmtamea bmem may not be copied m mbraattd wimmt myrcm mitten pxmiasim of Nfuameane park and Rmeotim Diatrict. Unoummi,nd dndwme or omatWim use a, Prunibited by ca,Fimt lax. If I REVISIONS I I ENCLOSURE. SEE SPECIFICATIONS. PIPE TO IRRIGATION SYSTEM 4" DEPTH FIBER REINFORCED CONCRETE PAD Y30" MIN. NOMINAL 0 4" DEPTH CRUSHED ROCK MAX. FINISH GRADE 4 Of SIF C SPRINKLER HEAD I w INSTALL FLUSH WITH LAWN OR TOP OF MULCH o a b 11C FINISH GRADE AT PLANT BED I1 fI:TMIMN MARLEX STREET ELL CZ TRANSFER BARB DIRECTION OF FLOW OR 0 'SWINGPIPE/FUNNYPIPE' NOTES O SUBGRADE, FILL, OR SOIL MATERIAL 1. INSTALL DOUBLE CHECK VALVE ASSEMBLIES TO ALLOW READY ACCESS FOR REPAIR AND INSPECTION. O 2. PROVIDE PLUGS AND CAPS AT ALL TEST COCKS. NOTES "i CZ 1. USE TEFLON TAPE ON ALL THREADED PIPE JOINTS. 2. INSTALL SPRINKLER HEAD 3 INCHES FROM PAVEMENT OR CURBS. O U � � Back Flow Preventer c C Scale: NTS O vJ coO Q SIF C SPRINKLER HEAD I w INSTALL FLUSH WITH LAWN OR TOP OF MULCH o a b 11C FINISH GRADE AT PLANT BED I1 fI:TMIMN Flex Riser Assembly Scale: NTS N �JJ� Simon r, v mon D- aws E., O 02/04/2015 �<V `rC9PEC�ti Drawn by SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO: L2.50 MARLEX STREET ELL CZ TRANSFER BARB 90 DEGREE ELLS AT BOTH ENDS OF 'SWINGPIPE' 'FUNNYPIPE' OR 0 'SWINGPIPE/FUNNYPIPE' O SUBGRADE, FILL, OR SOIL MATERIAL CZy�-k NOTES "i i 1. USE TEFLON TAPE ON ALL THREADED PIPE JOINTS. 2. INSTALL SPRINKLER HEAD 3 INCHES FROM PAVEMENT OR CURBS. Flex Riser Assembly Scale: NTS N �JJ� Simon r, v mon D- aws E., O 02/04/2015 �<V `rC9PEC�ti Drawn by SPD Date: 04.05.21 Scale: AS SHOWN SHEET NO: L2.50