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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/19/2014Existing-walkway to remain "V AW if .7- Deciduous trees to 'Conifer trees to ------ remain - typical remain -'typical 19 nin Conifer trees to be removed—typi Litter recepta-diaand concrete pad to-be-removecL. - �,l , \ 4" Maple - multistern Dedduous trees to Is" b-i--removed—n typical FEMA floodzone'N IN, Entire site within 99 year 25 'Riparian setback • Time of Travel Local significant wetland Channel 6 - water surface ,_ " — ha nnel 6 -Top of bank � 'L — - Is" Channel 6 40' city easement IN, V 44- - ----- +e� _N1 V1, 12" Bir h Asphalt tball B Existing walkway Bench and concrete /---court to be rem • pad to. be removed to remain "Ife 4 Concrete- bask6tball EX-1 TITLE SHEET /EXISTING CONDITIONS TOPOGRAPHIC SURVEY L-1 SITE PLAN L-2 GRADING PLAN L-3 LAYOUT PLAN L-4 PLANTING PLAN L-5 IRRIGATION PLAN EC-1 LAND DRAINAGE ALTERATION PLAN -NOTES EC-2 LAND DRAINAGE ALTERATION PLAN -PLAN EC-3 LAND DRAINAGE ALTERATION PLAN - DETAILS El ELECTRICAL - DETAILS AND SCHEDULES E2 ELECTRICAL - PLAN PROJECT INFO ASSESSOR'S MAP AND TAXLOT: 17-03-26-22 SITE ADDRESS: 2163 SHADYLANE DRIVE, SPRINGFIELD, OR 97477 (ADDRESS NOT RECOGNIZED BY USPS) SITE: 3.27 ACRES EXISTING IMPERVIOUS SURFACE: 3442 SQ. FT. PROPOSED IMPERVIOUS SURFACE: 19,354 SQ. FT. NET DIFFERENCE: 15,912 SQ. FT. (34) Courtney Gravelly (119) Salem-Urban Silty Clay Loam Soil Land Complex Soil VICINITY MAP REVISIONS: DATE: 06/18/14 DRAWN BY: NMA CHECKED BY: SCALE: 1 " = 201=_011 JOB NO.: 1-IM144 i�� \> Existing trees to jAl remain - typical 14' P.U. E. I A Entry sion 0A' /t'hminri 4Chainlink fence with Rule sign, iifter receptacle and concrete mow strip pad fo portable restroorn 8' Walk (Vehicle-loaded) FEMA Floodzone W New Trees - typical /Play Field (Lawn) Bench - typical < X4 Secondary entrance /play Field (Lawn) NI-1 LEGEND Deciduous trees to remain Conifer trees to remain • Proposed deciduous trees Proposed conifer trees Plant beds Lawn - disturbed areas to be repaired Concrete ---- Property line Picnic tabit Lffp ® Bench 0 Local significant wetland Channel 6 - stormwater facility Top of bank 40' city easement 25' Riparian setback FEMA floodzoneN - MI -Ma VIA Existing wood fence - 4.3' ht. 14' P. U.E. � j J ��i �' i =��; -rte (•l � - A6 I REVISIONS: I DATE: I DATE: 06/17/14 DRAWN BY: NMA CHECKED BY: SCALE: 1" = 20'=-0" JOB NO.: MUM*I. L -1 ................................................. MEET GRADE AT EXISTING + SIDEWALK + 45.40 45.45 MEET GRADE AT EXISTING SIDEWALK TO REMAIN 2% CROSSPITCH - TYP. 45.35 LIMIT OF GRADING - TYP. Z 45.20 in MILI a. 2iio GRADE FOR SMOOTH TRANSITION TO EXISTING GRADE 48.00 48.00 r%11V1 to Do I ' " -q - - " - - - -.0- : ' . -1 - 'a ';' ourNr \4 3' TYP.11 1 6, �'47A-A�' -46.09, + 47.75"� - 46:615 47.68 IN 45.85 ELOW'-�' PER!L-M��B PLAY A '4t 00 ° UNDERDRAIN 46.49 INVERT 45.38'- 4- -q 4 TW,47.50 e 4 4 4 4f;-'47 45.60 PROPOSED SPOT ELEVATION (ADD 400' TO ALL PROPOSED SPOT ELEVATIONS) 2% :� � DIRECTION OF FLOW ARROW W/ SLOPE , LEEMEM 7M CHANNEL DRAIN ON RAT SLAB 732 - EXISTING CONTOUR LINE AND ELEVATION PROPOSED CONTOUR LINE AND ELEVATION PLAY TILE SURFACING ON CONCRETE RAT SLAB (TOP OF RAT SLAB IS 4- BELOW SURFACE ELEVATIONS) GRADING NOTES 1. EXISTING GRADE INFORMATION HAS BEEN DERIVED FROM PROJECT SURVEY BY BRANCH ENGINEERING. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS OF EXISTING GRADES TO REMAIN PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF DISCREPANCIES TO PLAN. SEE EXISTING CONDITIONS SURVEY FOR ORIGINAL GRADES. 2. CONTRACTOR TO VERIFY THAT CROSS PITCHES AT ALL PEDESTRIAN SURFACES ARE IN COMPLIANCE WITH ADA STANDARDS. NOTIFY LANDSCAPE ARCHITECT IF CROSS PITCH EXCEEDS 2% SLOPE. 3. SEE PAVING DETAILS AND EARTHWORK SPECIFICATIONS FOR STRUCTURAL FILL REQUIREMENTS BELOW PAVED AREAS. 4. PRIOR TO ANY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL ESTABLISH ADEQUATE GRADING INFORMATION FOR PROPOSED WORK TO ALLOW FOR THE EVALUATION OF ITS RELATIONSHIP TO EXISTING SITE FEATURES AND PROPOSED DRAINAGE STRUCTURES. PROPOSED SPOT GRADES AND CB RIM LOCATIONS ARE INTERPOLATED FROM EXISTING GRADES. PROPOSED GRADES INDICATE INTENT. CONTRACTOR SHALL VERIFY ELEVATIONS AND MAKE ADJUSTMENTS AS REQUIRED TO MEET FIELD CONDITIONS AND TO PROVIDE POSITIVE SURFACE DRAINAGE. FIELD MODIFICATIONS MAYBE REQUIRED TO INSURE POSITIVE DRAINAGE TO THESE STRUCTURES. ADJUST TOP ELEVATIONS AS REQUIRED AND AS APPROVED BY LANDSCAPE ARCHITECT. 5. GRADE FOR EVEN SLOPE BETWEEN PROPOSED SPOT GRADES UNLESS INDICATED OTHERWISE. 6. EXISTING GRADE TO REMAIN UNDISTURBED BEYOND LIMITS OF GRADING EXCEPT WHERE EXISTING EQUIPMENT IS TO BE REMOVED. SEE DEMOLITION PLAN. OlUr-WALM I U mr-1VI/jillf 14. 44 4.T 46. 445�j 4� CHANNEL DRAIN IN RAT 4-6 44-7/ a. . UNDERDRAIN SLAB BELOW PLAY TILE 46.76 RIM 45.66 4 44 SURFACING OUTFLOW ' 4 4 TYP. INV. 45.20 - TYP. .46 0. f5'.85 IN. 46.67 \ q 46-004 461n 4 4 46.00 6.60 IN. . .......... . . . .. ....... CROSSPITCH TO RAIN - 2% MAX GRASSY 45.64 SWALE AT RADIUS TOP OF BANK 40' CITY EASEMENT - 25' RIPARIAN SETBACK -46 46.60 \46-75 446 46.6fi . 4 45.50 46.57 46.20 46.16 46.00 - O 46.50 \_ 46.16 4 41 2% CROSSPITCH - TYP. .()0 GRASSY SWALE + 46.00 45.86 45.90 40.0V (45.60) 45.75 AT RADIUS MEAT 6 E CROSSPITCH TO DRAIN - 2% MAX A 2% CROSSPITCH - TYP. 47 .2% + SURFACE OF WALK IS TO BE 3" ABOVE ADJACENT GRADE; PROVIDE SMOOTH TRANSITION TYP. CUT AND FILL CALCULATION NOTE GRADING CONCEPT NOTE THE EXCAVATION FOR ALL PAVING AND SITEWORK IS ESTIMATED AT ROUGHLY 600 CY OF CUT MATERIALS. IT IS ANTICIPATED THAT THE NEW PAVING SYSTEMS INCLUDING PAVING, BACKFILL AND PLANTERS WILL BE APPROXIMATELY EQUAL TO THAT AMOUNT. THE DEPRESSED MOWABLE DEPRESSION WILL NECESSITATE APPROXIMATELY 30 CY OF EXCESS CUT. OTHERWISE, THE PROPOSED GRADES WILL NOT DEVIATE SIGNIFICANTLY FROM EXISTING GRADES 4 4 Aj MEET GRADE AT EXISTING FOR THE GRADING DESIGN FOR PROPOSED RENOVATIONS TO THE EXISTING PACIFIC PARK ACCOMMODATES ALL OF THE STORM WATER RUN -OFF ON -SITE. THIS IS A PUBLIC PARK AND THERE ARE AMPLE LANDSCAPE AND LAWN AREAS AVAILABLE TO DRAIN THE IMPERMEABLE SURFACES. THE GENERAL FLOW IS CONSISTENT WITH EXISTING CONDITIONS. ALL WALKWAYS SHEET DRAIN INTO GRASSY FILTERS. THE BASKETBALL COURT DRAINS TO THE SOUTH INTO A GRASSY SWALE. THE PLAYGROUND, RAISED PLANTER AND SANDBOX ALL DRAIN INTO A GRASSY SWALE TO THE SOUTH VIA UNDERDRAIN PIPING. 0 5 10 20 40 80 SCALE: I "=20'-0" S 279 C David J. Doughe F--4 OREGON 4pp I REVISIONS: I DATE: JUN Original Submittal LU FA E a 1- 0 0 co co LU us cr3 C6 cn I- Lo - co 00 co co z Lc) Ul) LL pgjcon X00 ce) (D 19T C/) LU I REVISIONS: I DATE: JUN Original Submittal 20' FROM EXISTING WALK AT POINT WHERE PROPERTY LINE INTERSECTS WALK 7, N27-5-) + (W101 CONNECT TO EXISTING + PATH TO REMAIN _7 w 10 + CL 4 = 4 0 TAPER NEW WALK WIDTH TO MATCH WIDTH OF EXISTING IN LAST 5' OF 44:. WALK LENGTH (EX WALK (W306-9 -, NIO-) BASE LINE APPROX. 4'-8- WIDTH) POINT OF BEGINNING: (010) \ _ a (W177-4-, S14-4-) . . . . . . . . . . . . . . ..... 1-764n' 5 -19q ' 3 44 q (W144, S231 ( a 44' .4 CONCRETE WALK f w 14 F r 9 .1q; 9 FWV.CQI (W121'3". S364n1 (0T',. S125T) (W363, S1264 LEGEND 4 0 (E24'5', S163-2-) •iiiiiiii {W30'9 ", S128-5-) st (E70 -7 n, S12P5 .4" 4 (E297', $130-I-) (E726", S132 (E21'0", S139'8 ") 1 4 COORDINATE POINT Vy (E27, S144 ((W168', S150`} 9 CONCRETE PAVING -S1 16;� b 14WJ ) (l '6 S + (E29'4', S15&5') `I (E14'11' S158'8 ") A PLAY TILE SURFACING ON (El6-jSl65'10-) (E24�5-, S163!2-) 0'6", Sl 64'l 1 4 CONCRETE RAT SLAB (El 9'6', S165 -11" �E18'5 ",S173') (E23-2-, S1 74W) + SAND PLAY AREA t PICNIC TABLE PAD - TYP. CT FLUSH TO M�rq� PICNIC TABLE PAD 4 EXISTING TREES TO REMAIN + EXISTING TREES TO BE REMOVED 1161mou"I 1. COORDINATE BASE POINT OF BEGINNING (0-0", 07) IS LOCATED 30 FEET SOUTH OF THE NORTH PROPERTY LINE AT A POINT THAT IS TWENTY FEET WEST OF WHERE THE WEST EDGE OF THE EXISTING WALK CROSSES THE NORTH PROPERTY LINE. (SEE PLAN) 2. COORDINATE MEASUREMENTS ARE TAKEN ALONG NORTH SOUTH BASE LINES FROM THE POINT OF BEGINNING AND THE CORRESPONDING QUADRANT IS IDENTIFIED IN THE COORDINATE POINT. 3. CONTRACTOR TO STAKE LAYOUT AS SHOWN AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. WALKS, PLAY AREA AND BASKETBALL COURT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 5. SEE GRADING PLAN SHEET L-2 FOR DRAINAGE PROVISIONS INCLUDING PIPING AND CHANNEL DRAINS. EXISTING TO (W78, S193) MAIN QUO EXISTING BRIDGE (El 513n. 5203 6) . 4 (W16'4', S28 4 4 (E24'10 ", S24 P8 (E21-O', S250'9") Id 1 •4- (E63'8-, S2161') TAPER NEW WALK WIDTH TO MATCH WIDTH OF EXISTING IN LAST 5! OF WALK LENGTH (EX WALK APPROX. 4'-8' WIDTH) -CONNECT TO EXISTING PATH TO REMAIN EXISTING PATH TO REMAIN - TYP. m 0 5 10 20 40 80 SCALE: 1"=20'-O" ,719 r � \I c,1 S 01 T44 A r" 279 David J. Doughe &-q r kOREGON 4pp I REVISIONS: I DATE: DATE: 06/17/14 DRAWN BY: RR CHECKED BY: RR/DJD SCALE: 1 11 = 20'=-0' JOB NO.: SHEET: �J W W E 8 m m c) co a Q r_ Lo oo TT 0 Lo Lo j a. LL C) W 0 E co Lo 0 o 4i M r (D tm (D Nt (1) w I REVISIONS: I DATE: DATE: 06/17/14 DRAWN BY: RR CHECKED BY: RR/DJD SCALE: 1 11 = 20'=-0' JOB NO.: SHEET: �J 41 ECPM Echinacea purpurea 'Magnus' Magnus Echinacea, 1 gal. matching, full 57 REPO Hernerocallis 'Purple de Oro' Purple de Oro Daylilly 1 gal. matching, full 38 HESO Hemerocallis 'Stella de Ord Stella de Oro Daylilly 1 gal. matching, full 36 PEOH Penniseturn orientale 'Hameln' Dwarf Fountain Grass 1 gal. _Fmatching, full . . . . . . I Y . . . UJ . . .. . . . . . . . . .. . . . . .. .. . . . . . . .. . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 1-1/2" --'�'--'--'--'--'--�--'--'--'--'--'--'--'--'--'--'--'-�`--'--'--' '—) Existing -— water meter to remain ^~ . . � ' \ & ` ' Plant beds Lmwn --'-- Irrigation Mainline Backflow Prevention Device | Lid Controller � \ | NOTES \ \ 1- All plant beds and lawn areas, except the 4Owide Channel 6 easement area, will be fully irrigated with pop up spray heads. Head tm head coverage will bmimplemented. 2' There |mmnexisting 1-1/2" water meter. 8. Products: Mainline -Schmdu(e 40 PVC pipe aKminimum Latenalm- Class 200 PVC pipe et minimum ContnmMmr - Toro SSAN48AS36NS1 (48 station Sentinel Sat Assembly small wall mount) HxmmSmnmor - Tmrm TSF~30O flow sensor (3" plastic tee) Communication -Toro 102-4912 (satellite pancake antenna w/ cable ammmnnbYv) 4. Contractor to verify exact locations and routing of existing and proposed underground utilities prior to starting any excavation. Any damage to existing pipes, underground utilities or related facilities to be repaired at contractor's expense in a manner approved by Landscape Architect. 5' Contractor bmfence and protect trunks, limbs, nmmtm and root zones of existing trees to remain as directed by Landscape Architect. Do not cut limbs or roots larger than 2" in diameter without approval bV Landscape Architect. Notify Landscape Architect prior tm performing any excavation within protection areas. 6' The irrigation layout im schematic. The intention Ua that all irrigation lines will bmrouted through lawns and plant beds, except where noted on drawings. Contractor bmadjust routing of irrigation lines, heads and sleeves as necessary for any existing mrproposed utilities. 7. 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. 8' Locate irrigation mainline, |myenm| lines and xm|my boxes hmavoid conflicts with 1nme . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . � . . . . _ . . . . . . . . - . . . . . . . . .. REVISIONS: DATE: DRAWN BY: NMA CHECKED BY: orlsinal SubM'fttaL----- 61 SHADY LANE DR. SOUTH OF U ST. SPRINGFIELD, OREGON 97477 LATITUDE = 44° 04' 02' N LONGITUDE = 123° 01 ' 33" W 03FNERIAPPLICANT WILLAMALANE PARK AND REC. DIST. CONTACT. NICHOLE ANKENEY, RLA 250 S 32ND ST SPRINGFIELD, OR, 97478 PHONE. (541) 736 -4055 PROPERTY .DESCRIPTION LANE COUNTY TAX MAP 17- 03 -26 -22 TAX LOT 3861 ENGI NEERING /S URVEYI G BRANCH ENGINEERING, INC. CONTACT. LANE BRANCH 310 5TH STREET SPRINGFIELD, OR 97477 PHONE. (541) 746 -0637 E -MAIL: lone@branchengineering.com j 1. HOLD A PRE - CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONS7RUCTION LIMITS (SCHEDULE A.& C.I.(3)) 2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE W17H DEQ 1200 -C PERMIT REQUIREMENTS J. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE W17H DEWS 1200 -C PERMIT REQUIREMENTS 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, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION. (SCHEDULE B2.A) 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.A) 6 THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS DURING THE CONSTRUCTION PERIOD, UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS (SCHEDULE A.&C.11.(1)(C)) Z 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. (SCHEDULE A.12.C.111) & PHASE CLEARING AND GR40ING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A 8.C11.(1)(D)) 9. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED R0071NG 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 &C1.(1) & (2)) 1 D PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE- VEGETATE OPEN AREAS RE- VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED (SCHEDULE A. 7B.111(1) AND A ZB.111(3)) 11. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE VEGETA71ON 1S DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED FOR THE DUR477ON OF CONSTRUCTION, INCLUDING PR07ECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE NON - STORMWATER POLLUTION CONTROLS (SCHEDULE A.70.1 AND A.8 C) 12 ESTABLISH CONCRETE TRUCK AND 07HER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK (SCHEDULE A.&C 1.(6)) 13. APPLY TEMPORARY ANDIOR PERMANENT SOIL STABILIZA71ON MEASURES IMMEDIAT ELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS (SCHEDULE A &C.X (2)) 14. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON - STORMWATER CONTROLS (SCHEDULE A8 L(7)) 15. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOC47ED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND - DISTURBING ACTIVITIES (SCHEDULE A 7D.11.(1) AND A &C.1(4)) 16. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER -TIGHT TRUCKS OR DRAIN LOADS ON SITE (SCHEDULE A ZD11. (3)) 17. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; 07HER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND 07HER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPER47IONS (SCHEDULE A. Z E 1. (2)) 1 &. 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 (SCH A ZEI11.) 19. USE WATER, SOIL - BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND -BLOWN SOIL (SCHEDULE A 7.B.11) 20 THE APPLICA71ON RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW M4NUFAC71JRER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS EXERCISE CAUTION WHEN USING 71ME- RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE (SCHEDULE A.9.B.111) 21. IF A STORMWATER 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, LOC477ON OF SYSTEM, LOCA77ON 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) 22. TEMPORARILY STABILIZE SOILS AT THE END OF 714E SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL 71MES OF THE YEAR (SCHEDULE A 7.B) 23. 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 ZE.11.(2)) 24. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREA71ON OF BARE GROUND DURING WET WEATHER (SCHEDULE A.7A.I) 25. SEDIMENT FENCE • REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE 7711RD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE REMOVAL (SCHEDULE A.9.C.1) 26. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND BEFORE BMP REMOVAL. (SCHEDULE A.9.C.11) 27. 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 .0 N & IV) 28. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSIRUC77ON 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 SMALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. (SCHEDULE A.9.B.1) 29. THE INTEN17ONAL 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.11) 30. THE EN71RE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUC71ON ACTIVITIES CEASE FOR 30 DAYS OR MORE (SCHEDULE A.70) 31. PROVIDE TEMPORARY STABILIZATON FOR THAT PORTION OF THE S17E WHERE CONSTRUC71ON ACTM71ES 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.7.F.11) 32. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED HOWEVER, DO REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL. REQUIREMENTS PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS (SCHEDULE A.7.B.111(2) AND A &C.111) SITE CONDIliON 1. ACTIVE PERIOD MINIMUM FREQUENCY DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF FROM SNOWMELT, IS OCCURRING AT LEAST ONCE EVERY TWO (2) WEEKS, REGARDLESS OF WHETHER STORMWATER RUNOFF IS OCCURRING 12. PRIOR TO THE SITE BECOMING INACTIVE OR IN ONCE TO ENSURE THAT EROSION AND SEDIMENT CONTROL MEASURES ARE IN WORKING ORDER. ANTICIPATION OF S17E INACCESSIBILITY ANY NECESSARY MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO LEAVING THE SITE J. INACTIVE PERIODS GREATER THAN SEVEN (7) ONCE EVERY TWO (2) WEEKS CONSECUTIVE CALENDAR DAYS 4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ACCESSIBLE DISCHARGE DUE TO INCLEMENT WEATHER POINT OR DOWNSTREAM LOCATION LAND AND DRAINA G--,A s Lyi: tm 2014 MONTHS1: 1 MAY I JUN , JUL I AUG ( SEP ( OCT I NOV I DEC I JAN I FEB I MAR I APR BEFORE CONSTRUCHON FOR DISTURBED AREAS OPEN FOR SEVEN DAYS OR MORE, TEMPORARY HYDROSEEDING X X EROSION AND SEDIMENT CONTROL 8MP IMPLEMENTATION: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. mch IDENTIFY & PROTECT CRITICAL AREAS OF VEGETATION TO BE PRESERVED NIA PACE OVER ALL EXPOSED SOLIDS BY OCTOBER 1. sm;„ X X STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. strucS U R V E Y i N G geotechnical 5. INLET PROTECTION SHALL BE IN -PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. 310SthSmeet Springfield. OR 97477 p: 541.746.0637 P. 541746.0389 www.B ranc hEng ineering.com Springfield OR ( Salem OR IDENTIFY BUFFER ZONES NIA PRE - CONSTRUCTION MEETING NIA X X STABILIZE ENTRANCES, ROADS & PARKING AREAS X X WHEEL WASH NIA X X INSTALL PERIMETER CONTROLS AND INLET PROTECTION NIA X X ESTABLISH CONCRETE WASH AREA NIA X X ESTABLISH NON - STORMWATER CONTROLS NIA X X STABILIZE STREAM BANKS NIA X X CONSTRUCT PRIMARY RUNOFF CONTROL A lr-i f' l lF%r -rl NIA X X DURING CONSTRUCTION FOR DISTURBED AREAS OPEN FOR SEVEN DAYS OR MORE, TEMPORARY HYDROSEEDING X X EROSION AND SEDIMENT CONTROL 8MP IMPLEMENTATION: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. mch PIPE SLOPE DRAINS NIA PACE OVER ALL EXPOSED SOLIDS BY OCTOBER 1. sm;„ 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE civil . transportation STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. strucS U R V E Y i N G geotechnical 5. INLET PROTECTION SHALL BE IN -PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. 310SthSmeet Springfield. OR 97477 p: 541.746.0637 P. 541746.0389 www.B ranc hEng ineering.com Springfield OR ( Salem OR TEMPORARY DIVERSION DIKES, RUN -ON DIVERSION NIA CHECK DAMS NIA X X TEMPORARY SEEDING AND PLANTING X X PERMANENT SEEDING AND PLAN71NG NIA X X MYCORRHIZAE / BIOFERTILIZERS NIA MULCHES NIA X X COMPOST BLANKETS NIA X X COMPOST SOCKS NIA X X COMPOST BERM NIA X X SOIL TACKIFIERS NIA X X SODDING VEGETATIVE BUFFER STRIPS NIA SEDIMENT FENCING X X EROSION CONTROL BLANKETS AND MATS NIA EARTH DIKES (STABILIZED) NIA X X DRAINAGE SWALES, GRASSY CHANNELS NIA ROCK OUTLET PROTECTION & OTHER ENERGY DISSIPATERS NIA X X SEDIMENT TRAP NIA X X STRAW WATTLES LOOSE COMPACTION RICE CTAA UA NIA STORM DRAIN INLET PROTECTION FOR DISTURBED AREAS OPEN FOR SEVEN DAYS OR MORE, TEMPORARY HYDROSEEDING X X EROSION AND SEDIMENT CONTROL 8MP IMPLEMENTATION: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. mch TEMPORARY OR PERMANENT SEDIMENTATION NIA PACE OVER ALL EXPOSED SOLIDS BY OCTOBER 1. sm;„ 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE civil . transportation STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. strucS U R V E Y i N G geotechnical 5. INLET PROTECTION SHALL BE IN -PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. 310SthSmeet Springfield. OR 97477 p: 541.746.0637 P. 541746.0389 www.B ranc hEng ineering.com Springfield OR ( Salem OR BASINS UNPAVED ROADS GRAVELED OR OTHER BMP ON X X THE ROAD DEWATERING (TREATMENT LOCATION, SCHEMATIC, NIA AND SAMPLING PLAN REQUIRED) PAVING OPERATIONS CONTROLS X X CONCRETE TRUCK WASHOUT X X PLASTIC SHEETING X X STOCKPILE SEDIMENT FENCING X X STABILIZE SOILS AT END OF SHIFT & BEFORE X X WEEKENDS & HOLIDAYS TRUCKING SATURATED SOILS OFF S17E MUST BE X X WATER 71GHT OR LOADS DRAINED ON SITE RE- VEGETATE AREAS AS CONSTRUCTION IS X X COMPLETED NO ILLICIT CONNEC77ON X X NO ILLEGAL DISCHARGE X X FINAL STABIUZATION PROVIDE PERMANENT EROSION PREVEN7ON X X MEASURES REMOVE SEDIMENT, WASTE, AND CONSTRUCTION X X MATERIALS REMOVE TEMPORARY CONTROL MEASURES X X RATIONAL STATEMENT A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ'S GUIDANCE.' MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMPS WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVEN71ON AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS. INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE S17E, AND OTHER RELATED CONDITIONS AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN. AN ACTION PLAN WILL BE SUBMITTED SPRINGFIELD EROSION CONTROL CONSTRUCTION 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 05 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 -OF -WAYS ARE KEPT CLEAN AND FREE OF DEBRIS STREET FLUSHING IS PROHIBITED. 9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER -TIGHT TRUCKS SHALL BE USED OR LOADS SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN WATER WILL NOT BE ALLOWED TO ENTER THE STORM WATER SYSTEM. 10. EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT PROPERTY, CITY'S STORM WATER SYSTEM, WATER FEATURES, AND RELATED NATURAL RESOURCES. APPROVAL OF A DEWATERING SYSTEM DOES NOT GUARANTEE THAT IT WILL MEET COMPLIANCE OR BE ACCEPTABLE FOR USE IN ALL SITUATIONS. MODIFICATIONS TO THE DEWATERING SYSTEM WILL BE REQUIRED IF COMPLIANCE CAN NOT BE MET. AT NO TIME WILL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE. 11. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE LDAP OR OTHER BEST MANAGEMENT EROSION PRACTICES UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE 12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINTS, THINNERS, FUELS AND OTHER CHEMICALS SHALL BE RELEASED ONTO THE SITE, ADJACENT PROPERTIES, OR INTO WATER FEATURES, THE CITY'S STORM WATER SYSTEM, OR RELATED NATURAL RESOURCES 13. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY1 TO SEPTEMBER 30). ID01111031 - 19 ON ef". I , t164 494.11 w 9 1 a 1. PROPOSED CONSIRUCIION ACTIVITY THE PROJECT ADDRESSED BY THIS EROSION AND SEDIMENT CONTROL PLAN CONSISTS OF REMOVAL OF EXISTING AC AND CONCRETE PADS, THE CONSTRUCTION OF CONCRETE PAVED PEDESTRIAN PATHS, PAVED BASKETBALL COURT, PLAYGROUND AREA; AND THE INSTALLATION OF ELECTRICAL CONDUIT AND LIGHT POLES, IRRIGATION AND LANDSCAPING 2. SITE TAMAIRW TOTAL SITE AREA = 3.3 ACRES AREA OF DISTURBANCE = 1.7f ACRES J. EXCAVATION AND FILL ROUGH GRADING WILL BE NECESSARY TO ACHIEVE PROPOSED GRADES. ANY SUITABLE D(CAV4770N MATERIAL WILL BE USED AS FILL IN LOW AREAS. 4. SOIL TYPES THE LANE COUNTY SOILS SURVEY INDICATED THESE SOIL TYPES AT 714E PROJECT S17E: (34) COUR7NEY GRAVELLY SILTY CLAY LOAM (119) SALEM -URBAN LAND COMPLEX 5 MMAINIEN WCE OF QIOSION CONTROL MEASURES THE EROSION CONTROL MEASURES DESCRIBED ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR AN77CIPATED SITE CONDITIONS DURING THE CONSTRUCTION PERIOD, THESE MEASURES SMALL BE UPGRADED AS NEEDED TO 1.) ENSURE THAT SEDIMENT DOES NOT LEAVE THE SITE, AND 2.) ENSURE EXISTING VEGETA77ON 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. 6. VEG TTA71O N TYPE THE S17E IS COVERED BY GRASS AND A FEW TREES. T COON7R4CTOR TO BE DETERMINED. 8. MATURE OF COIVSMX770N AC7MTY AM ESILU4TFD 7Aff TABLE * CLEARING. JULY 2014 * MASS GRADING: JULY 2014 * PAVING: JULY /AUGUST 2014 * FINAL STABILIZATION: JULYjAUGUST 2014 * CLEAN UP: JULYjAUGUST 2014 TEMPORARY AND PERMANENT VEGETATION SPECIFICATIONS FOR DISTURBED AREAS OPEN FOR SEVEN DAYS OR MORE, TEMPORARY HYDROSEEDING SHALL BE APPLIED AND ESTABLISHED. EROSION AND SEDIMENT CONTROL 8MP IMPLEMENTATION: 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. mch 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL BE IN WGINEERINGg PACE OVER ALL EXPOSED SOLIDS BY OCTOBER 1. sm;„ 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE civil . transportation STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. strucS U R V E Y i N G geotechnical 5. INLET PROTECTION SHALL BE IN -PLACE IMMEDIATELY FOLLOWING PAVING ACTIVITIES. 310SthSmeet Springfield. OR 97477 p: 541.746.0637 P. 541746.0389 www.B ranc hEng ineering.com Springfield OR ( Salem OR PR �T #52996'e!` ^cOREGONoa VARY LAND W (A �. U O w U 00 001 14, Nr 3 Z U v ar) to 0 Q Cd ,L m rn 0 � ID a (ata _ Co M� �0a ti CO) w 1 REVISIONS: I DATE: DATE: 06/13114 DRAWN BY: ARS CHECKED BY: MLB SCALE: AS NOTED JOB NO.: 1 3-050 M. 0 19:4 ow 01ReR�'lg�i.Et E Pip? ��D PR C ,$I #52996 OREGON %% d-, VARY LU V) q E m m o b w .- U a co Lo Co Lit U C6 C6 x I-- ww (Wo 3 z u Lo Lo 0 a- U- Cl NT S- 0) 0 (D E Lo 0 a. ai tm Nr Cl) w I-1 OR-110MM 15" - 24" HARK MULCH 0, EXISTING GROUND ...... ..... 11 IV07ES.- 1. PLACE BARK BERM AROUND LIMITS OF WORK 2. BARK BERM SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. J. INSPECT AND REPAIR BERM AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 4. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF—SITE AND CAN BE PERA 1A NEN 7 L Y STABILIZED) BARK BERM NO T TO SCA L E PROVIDE 18" X 24" SIGN. DESIGN47EED CONCRETE WRAP STRAW BALES W17H WITH SOIL BERM. WASH AWA 4 MIL BLACK WSQUEEN. CONTAINMENT AREA CONCRETE WASH AREA NOT TO SCALE \ \ A(07E.• / / STRAW BALES, SANDBAGS, SPILLWAY USE SANDBAGS, STRAW SALES OR CONTINUOUS BERM OF OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO EOUIVALENT HEIGHT BASIN AS REQUIRED, SUPPL Y WATER TO WASH WHEELS IF NECESSARY FLOW FLOW N. DIVERSION RIDGE 100' MIN. PLAN 20' MIN NOTES.' 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT—OF—WAYS THIS MAY REQUIRE TOP DRESSING, RE-PAIR AND/OR CL5WOUT OF ANY MEASURES USED TO TRAP SEDIMENT 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT— OF— W4 Y J. WHEN WASHING IS REQUIRED, /T SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT APPROVED DRAI INTO AN SEDIMENT TRAP ORS SEDIMENT BASIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANOE EXIT NOT TO SCALE EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST "o o, "o X� FLOW .01 A - o 0 0 0 0 0 1 .7- 01. :01 0 1\ �,710, pm) MAXIMUM SPACING WITH �Iv WIRE FENCE 6' (1.8m) SUPPORT AMXIMLIM SPACING WITHOUT WIRE SUPPORT FENCE STEEL OR WOOD POST 36- (1m) HIGH MAX. PONDING HEIGHT �r :. V 12" MIN. (3OOMM) L22)iV/ 4-x6- (100 X 150mm) TRENCH WITH COMPACTED BACKRLL TRENCH DETAIL N07FS. 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 9" MAX. 225mm) GE Aff 12" MIN. (300MM) 2. INSPECT T A ND REPAIR FENCE AFTER 54 CH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9 - (225mm) MAXIMUM RECOMMENDED SrORAGE HEIGHT. J. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF—SITE AND CAN BE PERMANENTLY STAHILIZE• PONDING HEIGHT FLOW 3/4 " (20mm) I—MIN. DRAIN ROCK T 8" (2001nm) OP4 64 01 of 6KII Flow #5 Rebar — ---, Sewn 6" overlap Flow ,,—#5 Rebar Sewn 6" overlap Geotextile insert Filtered Water CATCH BASIN SEDIMENT FILTER INSER A. IVOT TO SCALE Note: 1. Use 2 stakes per bag. Stakes may be lofifter bag omitted if bags are placed on pavement surface. Stakes 2. Overlap all bag joints 6". Stake —\ , Siofilter Bag (Typim* I T STREET-- N GRAPIC SCA• 510 P) 25 50 100 SITE PLAN anch INEERING- swim civil • transportation structural - geotechnical SURVEYING 310 5th SUME Springfield. OR 97477 P. 541.746.0637 f: 541 -746.0389 www.8ranchEnglneering.com Sprk%gf1eid0R 1 Salem OR PR 52996 OREGON J AR y AR CANS E 111111 LU (A E 00 C) (3V- 0 CO U 2 Lo W M C6 6 CA 400 X C0 W z U LO LO o- LL J C) (D V) (ID 0 CD Q 0 in c) ai L AM =3 :3 4T ($) W I v: ZVI F.-I ril Ti, M DATE: 06/13/14 DRAWN BY: ARS CHECKED BY: MLB SCALE: AS NOTED JOB NO.: 13-050 F E BACKPLANE SPECIFIED CONTROLLER CABINET IRRIGATION CONTORL PANEL ELECTRICAL METER p FOURPLEX OUTLET & MAIN CIRCUIT PANEL SPIDER BOX OUTLET (INSIDE ENCLOSURE) CAMERA NCUIPMENT E LOSU E 4„ MAX 5.5" CONCRETE SLAB W / #3 REBAR CONCRETE BASE, POUR MONOLITHICALLY *' . @ 24" O.C. . •' WITH SLAB, 2 CHAMFERED EDGE ALL AROUND. _ 12 f ~ µ'Vi- .y`.:"��. `•. .•,. .v�.. .!•�'s 'a+% �•�- �. -�... ��^ t 4" COMPACTED GRAVEL SUBGRADE FINISHED GRADE �-- (4) 314" CONDUIT OUT 2" CONDUIT FROM GROUND ROD GROUND ROD TRANSFORMER VAULT AND WIRE 6-0 MIN 8' -0 MAX SECTION VIEW A METERED SERVICE PANEL- LOOKING NORTH El NTS l�© 1. ALL EXCAVATION, INCLUDING TRENCHING AND BETWEEN GROUND RODS. 2. FORM AND POUR ALL CONCRETE. 3. FURNISH AND INSTALL SPECIFIED SERVICE CABINET. 4. FURNISH AND INSTALL ALL CONDUITS IN AND OUT OF CONTROLLER CABINET BASE. 5. FURNISH AND INSTALL ELECTRICAL SERVICE CONDUIT TO TRANSFORMER. 6. FURNISH, INSTALL AND CONNECT ALL GROUND RODS. 7. BACKFILL ALL EXCAVATION AND TRENCHES AFTER PERMIT APPROVAL. 8. FURNISH AND INSTALL ALL ELECTRICAL COMPONENTS IN SERVICE CABINET. 9. CALL FOR ALL PERMIT INSPECTIONS. 10. COORDINATE ELECTRICAL TRANSFORMER AND METER INSTALLATION (BY EPUD). 11. ACQUIRE ALL ELECTRICAL PERMITS FOR WORK. Paradigm Engineering James Krumsick P.E. LEED AP 85193 Appletree Drive Eugene, Or. 97405 541 285 1680 jkrumsick @q.com 2" COMMUNICATION SERVICE CONDUIT 1" C 1 "SPARE CONDUIT 16"X16 "X6 CAMERA EQUIPMENT ENCLOSURE u Li Lj i. me 24" RUN DEDICATED CIRCUIT FROM LOAD CENTER TO LIGHTING CONTROL PANEL, IRRIGATION PANEL FOURPLEX AND CAMERA EQUIPMENT 6 "X6" ACCESS PANEL WITH INTERNAL LOCK SECTION COMMUNICATION SERVICE SIDE - LOOKING VVEST SCALE: 1 " =1' -0" LOAD PANEL SCHEDULE CENTER • -# - 48" # • I -©• ! • A B * 14kVA at 100 %, remainder at 500/0 DATE: s ' • 1 • April 29, 2014 ! • - PANEL: A RISER PROJECT: North Bend Street Lighting 5400 4720 ** 1000/0 Ius 25 °/a of the lar es# Nbtor p g TYPE: Loadcenter AMPS: 100 CONTROL Conn. Demand Demand ri! VOLTS: 120/240 FIXTURE Demand VA 5705 4720 LOAD CLASS VA Factor Load VA PANEL ! i i : ► # � PHASE: 1 WIRE: 3 LIGHTING 1220 125% 1525 LOCATION: Basketball Court OUTLETS 900 1000/0 900 DOME CAMERA AT + 13' i • r - ` ••- MAiN: Breaker FOURPLEX MOTOR LOADS 0 ** 0 SPIDER BOX MOUNTING: inside Free Standing Enclosure TYPES B & C PROVIDE Demand Amps RESISTANCE LOADS 0 1000/0 0 r • i i« •i s f � !. ii OUTLET SU BFEED 0 1000/0 0 s 1 # 1! i i s • 1• NOTES: Nlount inside Freestanding Stainless Steel Enclosure as Detailed on Drawings i s • MISC. LOADS 8000 1000A 8000 Minimum 10,000 AiC Circuit Breakers JS) 10/2 OF CABLE W/ Connected Demand F_ lot TOTAL VOLT-AMPS1 GROUND O LUMINA IRE 10,120 10,425 AVERAGE PHASE AMPS1 422 43.4 BREAKERS BREAKER CIR. CIR. BREAKER A P DESCRIPTION WATTS NO. PHASE NO. WATTS DESCRIPTION P A 20 1 Lighting Circuit -Pathway 1220 1 A 2 184 Irrigation Control Cabinet 1 20 20 1 Camera Power 360 3 B 4 360 Fourplex Outlet 1 20 20 1 Spare 5 A 6 4000 Spider Box Outlet 2 50 20 1 Spare 7 B 8 4000 20 1 Spare 9 A 10 Spare 1 20 Space 11 B 12 Spare 1 20 Space 13 A 14 Space Space 15 B 16 Space Space 17 A 18 Space Space 19 B 20 Space Space 21 A 22 Space Space 23 B 24 Space 2" COMMUNICATION SERVICE CONDUIT 1" C 1 "SPARE CONDUIT 16"X16 "X6 CAMERA EQUIPMENT ENCLOSURE u Li Lj i. me 24" RUN DEDICATED CIRCUIT FROM LOAD CENTER TO LIGHTING CONTROL PANEL, IRRIGATION PANEL FOURPLEX AND CAMERA EQUIPMENT 6 "X6" ACCESS PANEL WITH INTERNAL LOCK SECTION COMMUNICATION SERVICE SIDE - LOOKING VVEST SCALE: 1 " =1' -0" LOAD CENTER • -# - 48" # • I -©• ! • A B * 14kVA at 100 %, remainder at 500/0 �� s ' • 1 • IRRIGATION ! • - LIGHTING RISER TYPE A & B PHASE TOTALS Connected VA 5400 4720 ** 1000/0 Ius 25 °/a of the lar es# Nbtor p g «i s • �. ii CONTROL CONTROL i 1 ri! FIXTURE Demand VA 5705 4720 i i : PANEL PANEL ! i i : ► # � s ` # i r i. i r r '.,! • r ! : ## � i ! r - - •# - Connected Amps 45.0 39.3 DOME CAMERA AT + 13' i • r - ` ••- s s • s -•- FOURPLEX SPIDER BOX TYPES B & C PROVIDE Demand Amps 47.5 39.3 OUTLET r • i i« •i s f � !. ii OUTLET SECOND HAND HOLE � s 1 # 1! i i s • 1• j i ! r !• - i s • JS) 10/2 OF CABLE W/ F_ lot GROUND O LUMINA IRE 2" COMMUNICATION SERVICE CONDUIT 1" C 1 "SPARE CONDUIT 16"X16 "X6 CAMERA EQUIPMENT ENCLOSURE u Li Lj i. me 24" RUN DEDICATED CIRCUIT FROM LOAD CENTER TO LIGHTING CONTROL PANEL, IRRIGATION PANEL FOURPLEX AND CAMERA EQUIPMENT 6 "X6" ACCESS PANEL WITH INTERNAL LOCK SECTION COMMUNICATION SERVICE SIDE - LOOKING VVEST SCALE: 1 " =1' -0" LOAD CENTER • -# - 48" # • I -©• ! • iN 1,■. �� s ' • 1 • r r ! • - 1 z' RISER 24" U swo- SECTION ELECTRICAL SERVICE SIDE - LOOKING EAST SCALE: 1"=l'-O" 14 FT PROVIDE HAND HOLES AT BASE OF POLE AND AT CAMERA LOCATION. HOLE TO BE MINIMUM 3 "X5" ' y • s ► • ► s : • �'� �'� HAND HOLE FUSE HOLDER AND 2 FT. SLACK IN WI RE (REQUIRED) GROUND LUG GROUND BUSHINGS HOLD DOWN AND LEVELING NUTS, GROUT BED 3" MiN. CLEARANCE (TYP.) NTS 845 VERTICAL #4 HOOPS @ 12" SPACING 1 i • s► i • (4) 3/4" Dia. X 30 IN. HOT DIPPED GALVANIZED ANCHOR BOLTS WITH LEVELING & HOLD DOWN NUTS AND WASHERS 30" DIA. X 4 FT. REINFORCED FOOTING NOTE: 5/8" DIA. X 12' GROUND ROD COPPERWELD WITH AN ACCESSIBLE CLAMP SHALL BE INSTALLED IN THE ADJACENT JB IF PRESENT, OTHERWISE IT MAY BE INSTALLED IN THE FOUNDATION. • -# - # • I -©• ! • iN 1,■. �� s ' • 1 • r r ! • - i ' i « •« «i s • �. ii i 1 ri! i i : s r ! ` # ! � • r i r ! i # ' •— ! i i : ► # � s ` # i r i. i r r '.,! • r ! : ## � i ! r - - •# - s s • s '# - HAND HOLE FUSE HOLDER AND 2 FT. SLACK IN WI RE (REQUIRED) GROUND LUG GROUND BUSHINGS HOLD DOWN AND LEVELING NUTS, GROUT BED 3" MiN. CLEARANCE (TYP.) NTS 845 VERTICAL #4 HOOPS @ 12" SPACING 1 i • s► i • (4) 3/4" Dia. X 30 IN. HOT DIPPED GALVANIZED ANCHOR BOLTS WITH LEVELING & HOLD DOWN NUTS AND WASHERS 30" DIA. X 4 FT. REINFORCED FOOTING NOTE: 5/8" DIA. X 12' GROUND ROD COPPERWELD WITH AN ACCESSIBLE CLAMP SHALL BE INSTALLED IN THE ADJACENT JB IF PRESENT, OTHERWISE IT MAY BE INSTALLED IN THE FOUNDATION. 0 Os D UNDERGROUND CONDUIT WIRE WITH FEEDER SCHEDULE REFERENCE ��71Z�P►T�T:T _ : • s • ► s 1 PAD MOUNT TRANSFORMER COMMUNICATION PEDESTAL FREE STANDING SERVICE ENCLOSURE POLE MOUNTED LIGHT FIXTURE AND BASE NOTE REFERENCE i , REVISIONS: DATE: • -# - �� s ' • 1 • r r ! • - i ' i « •« «i s • �. ii s r ! ` # ! � • r i r ! i # ' •— ! i i : ► # � s ` # i r i. i r r '.,! • r ! : � s 1 • 1• i i 1 ! 1 • 1 r - r # ! i � i ! r - - •# - s s • s '# - s i • i i s • i# Ilia wits - • • • i • r - ` ••- s s • s -•- s IF 1 I 101111H ! i i s • iti !'I I � i • r - •' • � s • s ` r • i i« •i s f � !. ii � s 1 # 1! i i s • 1• j i ! r !• - i s • 0 Os D UNDERGROUND CONDUIT WIRE WITH FEEDER SCHEDULE REFERENCE ��71Z�P►T�T:T _ : • s • ► s 1 PAD MOUNT TRANSFORMER COMMUNICATION PEDESTAL FREE STANDING SERVICE ENCLOSURE POLE MOUNTED LIGHT FIXTURE AND BASE NOTE REFERENCE i , REVISIONS: DATE: P Ora aladigm , �wlfl James Krumsick P.E. LEED AP 85193 Appletree Drive Eugene, Or. 97405 541 285 1680 jkrumsick@q.com RUN SERVICE CONDUIT AND WIRE TO EXISTING SUB TRANSFORMER. RUN COMMUNICATION SERVICE CONDUIT TO EXISTING COMCAST AND CENTURY LINK SERVICE PEDESTALS. FREESTANDING SERVICE ENCLOSURE. SEE DETAIL SHEET El. HOME RUN LIGHTING CIRCUIT LIGHTING CIRCUIT TO SERVICE ENCLOSURE PANEL. HOME RUN CONDUIT TO COMMUNICATION PORTION OF SERVICE ENCLOSURE. NEW POLE MOUNTED LIGHT FIXTURE. SEE LIGHT FIXTURE SCHEDULE AND POLE BASE DETAIL SHEET El. lo� 0 10 20 I REVISIONS: I DATE: DATE: 06/13/2014 D�Tfld'!A ITT- RGM DRAFTING CHECKED BY: ilf SCALE: 1 "= 20' -0" JOB NO.: SHEET: E2 ifflWconivedi