The URL can be used to link to this page

Home My WebLink AboutPlan, Tentative APPLICANT 5/9/2014 (2)'N X N, < �x X, /XNN x Existing walkway /x �X, Nx x �XN'l NX,/ to remain x 1 x; X x x 'X Ix x / x/ �x rT-V1 Deciduous trees to Conifer trees to remain - typical remain - typical Conifer trees to be removed - typical Litter recepta and concrete P ad to be removed Deciduous trees to be removed - typical W 25' Riparian setback FEMA floodzone W (City GIS) PROJECT TEAM OVMERIPROJECT MANAGERILEAD LANDSCAPE ARCHITECT WILLAMALANE PARK AND RECREATION DISTRICT 250 S. 32ND STREET SPRINGFIELD, OR 97478 CONTACT: NICOLE ANKENEY, RLA 541-73614055 LANDSCAPE ARCHITECT DOUGHERTY LANDSCAPE ARCHITECTS 474 WILLAMETTE STREET, SUITE 305 EUGENE, OR 97401 CONTACT: DAVID DOUGHERTY, RLA 541-683-5803 ENGINEER/SURVEYOR BRANCH ENGINEERING 310 FIFTH STREET SPRINGFIELD, OR 97477 CONTACT: LANE BRANCH 541-746-0637 SHEET INDEX 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 LISPS) SITE: 3.27 ACRES EXISTING IMPERVIOUS SURFACE: 3442 SQ. FT. PROPOSED IMPERVIOUS SURFACE: 20,402 SQ. FT. NET DIFFERENCE: 16,960 SQ. FT. Channel 6- water edge -�o significant wZtla'nd (City GIS) Top of Bank - Channel A 25' Riparian setback (City GIS) /X� >( X I .N K/ x / '1 "1 ti A I %, \ X 'NI \\A Asphalt basketball court to be removed Entire site within 99 year Time of Travel Bench and concrete pad to be removed Concrete basketball court to be removed Swing set and wood chips to be removed Entire site within 99 year Time of Travel Ful V� Bench and co-nmte pad to be removed Ij Slide and wood chips to be removed Existing wal to remain 0 . a I/ `X, IN I �x IN. X, "I x "X / x k, Existing walkway to remain SD 10 x x x-x- 'XI X n e 140 0 10 0 40 NORTH AZ 710 0 t-4 NICOLE M. ANKEN 05/14/10 OREGON C kAPT, REVISIONS: J DATE: DATE: 05/09114 DRAWN BY: NMA CHECKED BY: SCALE: 1" = 20'=-O" JOB NO.: TM EX -1 PRE-iSURVITAL RECD TAX 61 AX -MAP 17-03-26-2-2. TAX, LOT 38� -TOPOGRAPHIC SURVEY FOR W-ILLAMALANE PACIFIC PARK SPRING IEL D. LANE COUNTY. OREGON N C S MBER 25, 2013 4`1 SCA 1 `0�30' G G wro so C9" RJU=444,11 F . L '120 NW 441-31 RIM--444. 10 FL 15*0 W=44 ' 1.20 FL- 120 W=441.01 / 4JP IV X E� Ir -- .0. SF CPE FL=441.67 ZO' WOOD FENCE 6.0' CHAIN LINK FENCE I F_ x 0 kbtl T STREET . ......... 146� 4P Z \4, Y. i z fig ill? 4 4 C171( OF SPMFW BENCHMARK 1432: CHISELED SQUARE IN TOP BACK OF CURB AT THE CATCH BASIN AT THE NORTHEAST CORNER OF THE WIMECWN OF U STREET AND SHADYLANE DRNE. ELEVA77ON = 444.89 FEET (NAVD88) NOTES 1. THE BOUNDARIES SHOWN HEREON ARE BASED ON COUNTY SURVEY FILE 42664 2. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBIN4770M OF WSIBLE. FACILMES LOCATED ABOVE GROUND, A U179rY LOCATE REQUEST AND AS—BUILT MAPPING NO CVMnC4770N IS WE TO ACTM LOC471ON OF UNDERGROUND UTILITIES. lox" iL# M a 1 0 ate. owl . a Z,v 310 5th Street Springfield, OR 97477 p: 541.746.0637 f. 541.746.0389 www.BranchEngineering.com Springfield OR I Salem OR REC48TERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 30. 2007 RENEE CLOUGH EXPIRES= December 30. 2013 CURB AC PAVING TOP FACE OF CURB ELEVATION FENCE fl 440— CONTOUR LINE an— 'SAN- TIM SANffARY SEWER LINE — STA4 — — STORM UNE —T— UNDERGROUND TELEPHONE LINE WATER METER TOE OF SLOPE TRANSFORMER TOP OF MK UNKNOWN UlIL17Y RETE 7 771 WK SANITARY SEWER MANHOLE so PARK BENCH EXISTING BUILDING vl 0 EXISTING PROPERTY MONUMENT EVERGREEN TREE TAX LOT CMP DENOTES C0RR(=7ED METAL PIPE CPE DENOTES CORRUGATED PLASTIC PIPE DE01DUOUS, TREE DENOTES PUBLIC UTILITY EASEMENT CATCH WIN SPOT ELEVATION M a 1 0 ate. owl . a Z,v 310 5th Street Springfield, OR 97477 p: 541.746.0637 f. 541.746.0389 www.BranchEngineering.com Springfield OR I Salem OR REC48TERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 30. 2007 RENEE CLOUGH EXPIRES= December 30. 2013 AGOG TOP FACE OF CURB ELEVATION SIGN fl TELEPHONE RISER CABLE TV RISER CABLE TV & TELEPHONE RISERS ELECTRICAL VAULT WATER METER TRANSFORMER Ll UNKNOWN UlIL17Y STORM DRAIN MANHOLE @ SANITARY SEWER MANHOLE so PARK BENCH 0 POLE 0 EXISTING PROPERTY MONUMENT IV TAX LOT CMP DENOTES C0RR(=7ED METAL PIPE CPE DENOTES CORRUGATED PLASTIC PIPE PUE DENOTES PUBLIC UTILITY EASEMENT M a 1 0 ate. owl . a Z,v 310 5th Street Springfield, OR 97477 p: 541.746.0637 f. 541.746.0389 www.BranchEngineering.com Springfield OR I Salem OR REC48TERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 30. 2007 RENEE CLOUGH EXPIRES= December 30. 2013 Secondary entrance Existing trees to remain W P.U.E �C' r Entry sign 4 N_ 4'Chainlink fence with New Trees Rules sign, litter receptacle and concrete mow strip pad for portable restroorn 8' Walk (Vehicle-loaded) �j`j 4 14 7'P.U.E. jf A I. 4 Existingtrees to remove Sand Play ... ice. � •�. %000 000000 00 Drinking four 14'P.U.E. and receptac Raised plant with seat wa Channel +6 - stoanwater facility Top of bank 40' city easement • A Play Field (Lawn) a ZL -7 a J -} / d d Q 1 A .010' A 47 4A 4 J Vd -1 A Basketball Y. court ench J A • A . 4 d ' ' _j / 'a 1-4 A _j A 4' Aj 0 :4 . 4 Bike /Play Field A rinr-L-s (Lawn) LEGEND Deciduous trees to remain Conifer trees to remain • Proposed deciduous trees Proposed conifer trees Plant beds too's V/ Possible Future Path-Connection — — — — — — — — — — — — — — — — — — — — — — — — —__ -- — — — — — — — — — — Existing bridge - decking and rails J to be improved Play Field Picnic table - (Lawn) 14'P.U.E. Existing wood fence - Play Field 7' ht. (Lawn) C, '14" P.U.E. F Existing Secondary chainlink entrance fence - 9 ht. -- ( 0 10 Ro 40 NORTH REVISIONS: DATE* Lawn -disturbed areas to be repaired Concrete Property line Picnic table Bench too's V/ Possible Future Path-Connection — — — — — — — — — — — — — — — — — — — — — — — — —__ -- — — — — — — — — — — Existing bridge - decking and rails J to be improved Play Field Picnic table - (Lawn) 14'P.U.E. Existing wood fence - Play Field 7' ht. (Lawn) C, '14" P.U.E. F Existing Secondary chainlink entrance fence - 9 ht. -- ( 0 10 Ro 40 NORTH REVISIONS: DATE* • MEET 6R46ve AT EXISTING + + 5.20 45.00 44.90 LIMIT OF 6f"ONra - TYR 45.05 A4 45.20 .10 ,d �1 O 0 ° - 4- b 45.60 PROPOSED SPOT ELEVATION (ADD 40V TO ALL PROPOSED SPOT ELEVATIONS) 2% % I DIRECTION OF FLOW ARROW Wl SLOPE -mmmmmcm- CHANNEL DRAIN CHANNEL DRAIN ON RAT SLAB W/ GRAVEL FILLED TRENCH BELOW PERF-PIPE DRAIN OF OVERFLOW PIPE TO DAYLIGHT - 4" T32 EXISTING CONTOUR LINE AND ELEVATION - E --02---- PROPOSED CONTOUR LINE AND ELEVATION GRADING NOTES- I MEET GRAVE AT EX15TIN& SUVEVqALK TO REMAIN :2% CRO55110ITCH - TYF. S/4 1016 4 GRADE FOR SMOOTH TRANSITION TO EXISTING If A GRADE N" 45.00 48.00 4'7 IL 4 :4 SOUTH EV&E OF 45.38 41.63 4 y SIDEWALK 15 RVCvE - TYF. 10, 4 A A b 44A4 45.28 45-45 + 45 .4- .40 r4 44.010 .45.22 CHANNEL VPAJN 4 KIM: 44AO 400l 4' 4'. 44AO 45. tn .10 44. • 4 4- CHANNEL KIM: 44AO 45.oc� 45.48 T 43Sein 45.51 se�v' 45.22 =A T-) =1 .20i�l :&IV=A 45,41 7= 7 MEET GRADE AT VAS'TlN6 EL 45.55 44rq.010 -j;- KIM: Ao SIDEVNIALK TO REMAIN t. A d!2^ It . . . 4 4 ' . _% I A4� a. 45.15 4 4: /Af 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. ELEVATIONS HEREON ARE BASED ON TOPOGRAPHICAL SURVEY BY BRANCH ENGINEERING DATED 11125113 (SEE- SURVEY FOR BENCHMARK). 3. 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, 4. SEE PAVING DETAILS AND EARTHWORK SPECIFICATIONS FOR STRUCTURAL FILL REQUIREMENTS BELOW PAVED AREAS, 5. 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 MAY BE REQUIRED TO INSURE POSITIVE DRAINAGE TO THESE STRUCTURES. ADJUST TOP ELEVATIONS AS REQUIRED AND AS APPROVED BY LANDSCAPE ARCHITECT. 6. GRADE FOR EVEN SLOPE BETWEEN PROPOSED SPOT GRADES UNLESS INDICATED OTHERWISE. 7. EXISTING GRADE TO REMAIN UNDISTURBED BEYOND LIMITS OF GRADING EXCEPT WHERE EXISTING EQUIPMENT IS TO BE REMOVED. SEE DEMOLITION PLAN. 1 \ 1 ANN P A - 4 46.65 ir , - 4 45.54 im + 45.20 46.65 -TV4.4b.9 4 46.55 -44. 94 45.10 `f- 45.00 44.40 4' 4 46.40 -4 RAISED 4 1� FLAN\TER Ar,.W 46.55 4 45.2.8 0HANNE=LwAN 46.45 '4 44A0 2% CROSSFITCH - TYF. 44.40 46.201' aj k d 4&.50 MONABLE DEMM51ON l^ & z 4 45.40 ry :44.`." - CHANNEL 7- 4. KIM: 44A0 H ED 6 45J0 45.42 ra 44.90 ID 45.10 45.21 45.52 A 44-.q4 45.52 4t5j 45.2b 45.40 Ov 16 A f-1 �+j + MM TES E Al' 45.41 AT RADIUS CROSSFITCH TO DRAIN - 2% MAX. A 2% CROSSFITCH - TYF. SURFACE OF FOLK 15 TO SE 3" ABOVE APJACENT GRAVE; FR SMOOTH TRANSI'nON - TYR r. O CROSSFITCH TO 45.53 a DRAIN - 2% MAX. AT RAVIUS ..j NAPE MEET GRAPE AT EA91 SIDEWALK TO REMAIN AM 0 5 10 20 40 80 SCALE: 1 u=21Y-0" cl REVISIONS: MAY 9 4014 r4 • A REVISIONS: MAY 9 4014 r4 0 BASE POINT: (0,0) sA5E roiNT is mopmw czRNez nN u -T ...................... CONNECT TO EXISTING + V PATH TO REMAIN -V (it CIONCREM 50, 4 41 —4 ViALK -Vj 44 V7 43 + BASKETIBAILACOURT + 42 .'d 00, CI-Rm V ViALK 4� e Si q*a • 19 (162OR 10*41") V. SANE) PLAY J (994 2 ,105107) AREA 41 + WYS- ............ V AN6 PATH TO REMAIN 0 jr V e V 17 - - . -1 --- ;f- ---;Wr 4 -T _A + -PILANi.,� 4y, -4 .4 4 (2124 °l 5 110 4. 4 J LEGEND �. .11 A - - . . - '4 (5:24!2'.1'W4") all'laxov I CONCRETE PAVING . V' - 4 + PLAY TILE SURFACING Plr-,Wr-. TABLE PAD - TYF. TO EX15nN AIN SAND PLAY AREA - v- "--i VMZ4 PLANT BED OEXISTING TREES TO REMAIN EXISTING TREES TO BE REMOVED 1. COORDINATE BASE POINT (0'00, O'On) IS NW PROPERTY CORNER. NORTH MEASURING LINE IS NORTH PROPERTY LINE. WEST MEASURING LINE IS A LINE PERPENDICULAR TO NORTH PROPERTY LINE BEGINNING AT NW PROPERTY CORNER. 2. CONTRACTOR TO STAKE LAYOUT AS SHOWN AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. WALKS, PLAY AREA AND BASKETBALL COURT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. (300' 4 E45TNO BRIDGE _� .4 ry 1".239`10'9 TRANSITION 01ALK TO BRIDGE "VITH -'\0 (39621.24129 (425'8 '.243'4!') (5776ro".280-F-) `& "} CONNECT TO F-Xr=TNG PATH TO REMAIN + BEGIN 4` -9r VOLK T0-7� cl MATCH EXIS511N& L.A., YOUT PLAN 0 5 10 20 40 80 SCALE: 1u=20!-O" SHEET: I in Yti SHEET: I > 18 EUFE 12 ILCH 15 NDGS 5 HEPO, 6 PLOL / /- 10 RHEB PLOL I A Qv 11 ILCH tu., V. V., V. V.,V. %I. ".r. r 5 ECPM 3 RHEB 3 RHEB, W3 3 NDGS 6 PEOH - ZS V AM 4E GIB 1-4 b. 3 VPTM 15 HEPO, 1 AGAB 1 AGAB • D 2 ILGH 3 ILCH 1 CEAT I GIBM 1 PIPO I PIAB 1 zS 4 EUFE 4 EUFE i PIPO I GI I CEAT 6 PLOL 6 HEPO 7 HEPO QH 11 NDGS 1 PIAB /IRRIGATED I CEAT LAWN 1 FRAP IRRIGATED IN, LAWN 4 1 FRAP A I FASY I FRAP .1 ZSGV 6 PEOH - 14 PLOL. o. I FRAP Lime] YJLV Deciduous trees to remain 4� 6 ECPM - 4 > 5 Proposed conifer trees -Amelanchier x grandiffora 'Autumn Brilliance Plant beds 1.5" cal. Lawn - disturbed areas - CEAT 4 ad � Blue Atlas Cedar ThL full, upright 2 1 FRAP 6HESO--� European beech > 4 . 4� / A -j /IRRIGATED FRAP A It 4' 4X 2" caL full, upright - GIBM LAWN Magyar Gingko Q. 4, PIAB Picea able$ Norway Spruce r hL full, upright NNNI `. PIPO 6 ECPM - Ponderosa Pine > ' a 4 a 4 cr ZSGV Zelkova serrata 'Green Vase' Norway Spruce 2" cal, full, upright - 1 PIAB j > A7 A j A 6 I FRAP PEOH A 3 RHEB RB 6 EUFE - 4 49 4% /..g a AGAB HERO 9 NDGS 4.4 4 41 4 • 4 . - ° ° 4 HEPO ° 4 EUFE 117 4 /d. d.4 ° 4. FRAP d 4 -' I AGAB I GIBM v 3 RHEB, 5 HES 10 ECPM 13 ILCH I ACPE R wr--Qn Lime] YJLV Deciduous trees to remain 4� Conifer trees to remain UProposed deciduous trees 5 Proposed conifer trees -Amelanchier x grandiffora 'Autumn Brilliance Plant beds 1.5" cal. Lawn - disturbed areas - CEAT to be repaired PLANT SCHEDULE I QTY I KEY ISCIENTIFIC NAME COMMON NAME I MIN, SIZE INOTES TREES 1 ACPE Acer palmatum'Emper-or P Emperor Japanese Maple r ht, full, upright 5 AGAB -Amelanchier x grandiffora 'Autumn Brilliance Autumn Brilliance Serviceberry 1.5" cal. full, single-stem - CEAT Cedrus allantica Blue Atlas Cedar ThL full, upright 2 FASY Fagus sylvatica, European beech 241 cal_ full, upright 8 FRAP Fra)dnus americana 'Autumn Purple! Autumn Purple Ash 2" caL full, upright - GIBM Gingko biloba'Magyae Magyar Gingko 2" cal. full, upright PIAB Picea able$ Norway Spruce r hL full, upright PIPO Plnus ponderosa, Ponderosa Pine ThL full. upright ZSGV Zelkova serrata 'Green Vase' Norway Spruce 2" cal, full, upright � an ki - EUFE Euonyrnous fortunell 'Emerald & Gold' Emerald & Gold Wintercreeper 2 gal. matching, full - HYSD Hibiscus syriacus'Dione' Diane Hibiscus 5 gal. matching, full - ILCH flex crenataHeflerf Heller's Holly 2 gal. matching, full - NDGS Nandina domesdea'Gutf Stream' Gulf Stream Heavenly Bamboo 2 gal. matching, full - PLOL Prunus laurocerasus'Otto Luyken'- Otto Luyken Laurel 5 gal. matching, full RHEB Rhododendron 'Edith Bogue' Edith Bogue Rhododendron 5 gal. matching, full IVPTM Viburnum plicaturn f. tomentosum Wariesil' Doublefile Viburnum 15 gal. I matching, full PERENNIALS & GRASSES A 17 a . . ZIRRIGWN ATED 'I PIAB AU LA 4 1 �. - ``..,, I PIAB ------------- • 1 PIPO, 1 GIBM '4 PLOL 1 GIBM I — — — — — — — — — — — — — — — — — — 3 NDGS --------- ----- ------- ------ /IRRIGATED LAWN A 1 FASY T ULA 1 4 4 PLOL 2 NDGS I CEAT I ZSGV 1 PIPO 4 NDGS 4 PLOL 1 GEAT - ZIRRIGATED'-\ LAWN 1 PIAB 1 GIBM I ZSGV 1 CEAT 3 PEON 4-NDGS E A n 2 RHEB 1 AGAB 2 NDGS 4 EUFE 3 RHEB 4 PLOL 7 HEPO 4 EUFE 7 HEPO 0 10 2a 40 NORTH Opp REVISIONS: DATE: DATE: 05/09/14 DRAWN BY: NMA CHECKED BY: SCALE: = 20':=-0" 1 JOB NO.: I Iml MAY 9 ECPM Echinacea purpurea "Magnus' Magnus Echinacea I gal. matching, full HEPO Hemerocalfis'Purple de Oro! Purple de Oro Daylilly I gal. matching, full HESO Hernerocallis'Stella de Ord Stella de Oro Daylilly I gal. matching, full PEOH Penniseturn odentale'HameW Dwarf Fountain Grass I gal. matching, full A 17 a . . ZIRRIGWN ATED 'I PIAB AU LA 4 1 �. - ``..,, I PIAB ------------- • 1 PIPO, 1 GIBM '4 PLOL 1 GIBM I — — — — — — — — — — — — — — — — — — 3 NDGS --------- ----- ------- ------ /IRRIGATED LAWN A 1 FASY T ULA 1 4 4 PLOL 2 NDGS I CEAT I ZSGV 1 PIPO 4 NDGS 4 PLOL 1 GEAT - ZIRRIGATED'-\ LAWN 1 PIAB 1 GIBM I ZSGV 1 CEAT 3 PEON 4-NDGS E A n 2 RHEB 1 AGAB 2 NDGS 4 EUFE 3 RHEB 4 PLOL 7 HEPO 4 EUFE 7 HEPO 0 10 2a 40 NORTH Opp REVISIONS: DATE: DATE: 05/09/14 DRAWN BY: NMA CHECKED BY: SCALE: = 20':=-0" 1 JOB NO.: I Iml MAY 9 iqW i U 14 4 Exi ing 1-1 /2" water meter to remain Plant beds Lawn Irrigation Mainline Backflow Prevention Device Controller 1. All plant beds and lawn areas, except the 40' wide Channel 6 easement area, will be fully irrigated'with pop up spray heads. Head to head coverage will be implemented. 2. There is an existing 1-112" water meter. 3. Products: Mainline - Schedule 40 PVC pipe at minimum Laterals - Class 200 PVC pipe at minimum Controller - Toro SSAK48WS36NS 1 (48 station Sentinel Sat Assembly small wall mount) Flow Sensor - Toro TSF-300 flow sensor (3" plastic tee) Communication - Toro 102-4912 (satellite pancake antenna w/ cable assembly) 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 contractors expense in a manner approved by Landscape Architect. 5. Contractor to fence and protect trunks, limbs, roots and root zones of existing trees to remain as directed by Landscape Architect. Do not cut limbs or roots larger than T in diameter without approval by Landscape Architect. Notify Landscape Architect prior to performing any excavation within protection areas. 6. The irrigation layout is schematic. The intention is that all Irrigation lines wfll be routed through lawns and plant beds, except where noted on draVings. Contractor to adjust routing of irrigation lines, heads and sleeves as necessary for any existing or proposed 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, lateral lines and valve boxes to avoid conflicts with tree plantings. Controller 4 A 41 4. 4,: A L A 4 J 4 2 A -4 41 4 4, q4 '7A - - - -- - - - - - - - - - - - - - - - Install mainline . J�. --- ------ --- - - under existing bridge - - --- ------------------------ 41 r � C REVISIONS: DATE: 0 PROJECT LocA�ox SHADY LONE DR. So� OF U ST LAND AND DRAINA GE SPRlNGF7ELD, OREGON 97477 LATITUDE = 44' 04' 02' N LONGITUDE = 123' Ol' 33" W OAR /AP'P ��E PARK AND REC. �S7 Al- TERA TI ON PLAN conrracr: nrrcxotE aNttEnrEr; RL,a 250 s 32Ma sr SPRINGFIELD, NE•(5J�736 44 55 uAh R PROPERTY DTsSCRWTION LANE COUNTY TAX MAP 17- 03 -28 -22 WILLAMALANE. TAX LOT 3861 PACIFIC PARK E N G I N E E R I N G /S UR1 BRANCH ENGINEERING, INC. CONTACT: l.AIVE 812,4NCN 310 5TH STREET SPRINGFIELD, OR 97477 PHONE: (547) 746 -0537 E—MAIL: Jane@6mr+chengineering.com t ► i " t F I i M`► r•r ' i ' i r } 1 ti► i' f , 1g. ,err _, t . yy • i !.. ! ! ''I '?. !_ ••, �. !' ►. ► � ! : 1 r x �irl = �y. � i i1 • s = y +rf a.. i s r # . , i '�. . " 'r :. •{■ i i ► fi' i• , ■!t ttt ' ! ` ■'� 1► ' 'it >�• ,�! fir;. ■i f ' J _ ' i ` :�' J' 4 ! ' e J J JAL Ylkl 1j; it if 1i Q At VIC i• " ! � 1 = "! i ! i•yc i'. ! �,. � 1 ■.rf=♦ i it �_ _! t i•t '! ! + ,i s l ix r� !, !,• 'T• '� {=i,��11 ! ,i 't '� � `ir t! S' ' -■ l� F :' M � a ! a i .T' r •'f � ,�• ! ''� ! �� ' f ' ' r f •J J t a�. x t !• h I' l ' •,i' r • r i.'i ' e i i i ' ■i ' " 't:: r , r := r. t ! i +r''i r► ' #' Jt • ' i ' ! _ ' ' 'X' f -. # ' �' = i " i ' ' i !r • i # i+ t ' • is ! ' � ►'', .�' i � ! �' ' t iii t �+. �. ! ! 1 ' ? ' !• ► 't ;. ! !. • 'r t'+• ! t 1 'Z1 ! "' .1 ,�' # i ' r�'!' • ! L f Yet t .�� /• ' !• � t• t (> it �!_ •, ► ,.! 1 1 ►!' '" ! !' '•!' i ! it ' ! �. #' !,' i• =1■ i,.! '7tr. pill, '.{ 7.t777,7 77 i a ' ,k t fr_ op Lill tm& 1:1 DWRSION Lit mmz mmm imawl - LgFu� ��000000�� ummmmmmmoomm ■■0000 _.000000... ..... —wll WWI A COMPREHENSIVE LIST OF AVAILABL.E BEST MANAGEMENT PRACTICES ('BMP) OPTIONS BASED ON DEWS GUIDANCE MANUAL HAS BEEN REWEKD - TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE LISTED BMP9 WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE ER0S10N PREVEN77ON AND SEDIMENT CONTROL FOR THIS PROJECT" BASED ON SPECK S17E CONDRIONS. INCLUDING SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE ME, AND OTHER RELATED CONDITIONS. AS Ti iE' PROJECT PROGRESSES AND THERE iS A NEED TO REVISE THE ESC PLAN. AN AC77ON PLAN WiLL BE SUBMiTTED PRW'CGF1ELD RROSION OOMOL CONSTRUC770N NOTES: i • PRA? TO ANY GROUND DISTURBANCE ON 7HE SITE ONE INSPEC17ON W17H LDAP STAFF IS REQUIRED. ISSUWE OF T OS PIA N DOES NOT RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM ALL OTHER PERMITTING REQUIREMENTS• • PRIOR TO BEGINNING CONSTRUCTION ACT IMES, ALL OTHER NECESSARY APPROVALS SHALL BE OBTAINED. 2. TIME EROSION AND. SED#AW CONTROL MEASURES SHOWN ON THE PLAN ARE 7HE MWAWUM REQUIRWENTS FOR ANTICIPATED SHE CONDDIONS. DURING THE CONSTRUC7 +1 PEMW, RASE MEASURES SHALL BE UPGRADED AS NEEDED FOR UNEXPEC1W STORM EVENTS AND TO QNSURE THAT SEDWW AND SEDIMENT—LADEN WATER DOES NOT LEAVE THE SITE, J. THE IMPLEMENTATION OF THE ESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADMIG O 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 f LANDSCAPING IS ESTABLISHED! 4. THE BOUNDARES OF 7HE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE RELD BY THE EN PM PRIOR TO CONSTRtICTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBA1 E BEYOND THE FLAGGED GLEAMNG UM O SHALL BE PERM. 774E RAGGING SQL BE MAINTAINED BY THE PERMIT HOLDER AND OR THE CONTRACTOR FOR THE DURATION OF CONSTR'UCRON. 5• THE EROSION AND SEDIMENT CONTROL MEASURES ON AC71ff SITES SHALL BE INSPECTED AND MAINTAINED DAILY AAA} WITIT#N THE 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. MEASURES SHALL BE WSSPECTED BY TH E PEW HOLDER AND OR THE CONMCTOR ALIT EACH RAWALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS OR ADJUSTMENTS •SHALT. BE TAE 1EEDIATELY. THE EROSION AND SEDWIT CONTROL MEASURES ON !INACTIVE S17ES SHALL BE INSPECTED A AMUM OF ONCE EVERY 7'WO (2) WEEKS OR WITHiN 48 HOURS FOLLOWING A STORM EVENT. S. ALL EROSION AND SfDfIyrIENT CONTROL MEASI JRE'S SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES CONTROL MEASURES SHALL. PdWMIN IN ''LACE LW17L PERMANENT RE VEGETATION HAS BEEN STABILIZED. ANY MEASURE 711AT IS DAMAGED OR DE'S7ROYED SHALL BE REPAIRED OR REPLACED IMMEDIATELY 7 ANY AREAS OF EXPOSED SOILS, INCLUWNG ROADWAY EMBANKMENTS, THAT WILL NOT' BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER I 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 do MULCHING WUH STRAW, BARK, COMPOST OR PLASM C0tVWNG, - ECT, ) S• STREET SWEEPING ALL 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 PROHIBffED 9. WHEN TRUCKING SATUR4 E'D SOILS FROM 7HE SITE, MHER W41ER- -71GHT TRUCKS SHALL BE USED OR LOADS SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE TRAN ONE +GALLON PER HOUR! SEDIMENT LADEN WATER WILL NOT BE ALLOWED TO ENTER THE STORM WATER SYSTEM 10: EXTRACTED GROUND WATER FROM EXCAVATEII TRENCHES SMALL BE DISPOSED OF IN A SUITABLE IVANNER W17HOUT 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. MODIRCi417ONS 70 THE DEWAl'F T1NG SYSTEM WILL BE REQUIRED IF COMPLIANCE CAN NOT BE MET; AT NO RME WILL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE TI-tE CONSTRUCTION SITE. It. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE LDAP OR OTHER BEST MANAGEMENT EROSION PRACTICES UNDER ALL WEATHER CONDITIONS SMALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE 12• NO R4ZAROM SUBSTANCES, SUCH AS PAINTS, THIN, 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. I3. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONMCTOR AND MAINTAINED TO ENSURE CONI NUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REWM OF THE ESC FACIU77ES DURING THE WET SEASON (OCTOBER ) TO APRIL 3O) AND OF MONTHLY REVlEVa DURING THE DRY SEASON (MAY' TO SEPTEMBER 30). THE PROJECT AWRMEU BY THIS EROWN AW S&POW CONTROL PLAN COMSM OF MWOVAL OF EMMS AC MO CONCRM PADS; f l ►■ i OF ! '71 PEDEVW PATHS, PAM fMSKEM4LL CMT, MAYGROUM AND TW 2. SW TABULAIM AREA OF DISTURMWE ACRES JL fi=V1= AND F: AREAS. ROLIGH GRADW KL BLE NECESS4RY TV ACREW PROPOSED GRADES. ANY SOILABW EXCAVATION HATERK MLL BE USED AS FILL IN LOW 4' M 7HE LANE COUNTY SOILS SURVEY INDICATM THESE SOIL TYPES AT THE PROJECT 9E- COINMEY GRAWJIY SILTY CLAY LOAN f E M OF RO t , t GW i MORM RE +'J fM fr.. ',i RE,. % r74 C .SM ON i► • W M. t ' Q • ? .i FOR ANTWIRATO C"Wta D X•. Tff CONS7RUCMN i J ' t' t' 1 AS NEEDED TO 1 DOES ! BVSURE THER CONWRIED FUNCTMNING. VRERM Ilkw THE SITE IS COMM "'t OWS AND A FEW 7REES. 7. ki M TO BE tET7" E1 9L NAM OF C0iG7WJC= ACWY AW ESINAM BE 1W * CLE4RM.- JULY 2014 7EMPMRY AND PERMANENT' VEGETATION SPECOCARDNS FOR DiSTxIRBED AREAS OPEN FOR SEVEN BAYS OR MORE, TEMPORARY HYDROSEEDING SHALL BE' APPLIED AND ESTABUSHED. EROSION ANA S MEW CONTRM BW IMPLENEWA7M. I. ALL BASE ESC MEASURES (INLET PR07ECTIDAI, PERNMR SEDIMENT CONTROL, GRAM. SUCTION 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 BL INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS SHOWN ON THESE PLANS. 3. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" .SMALL BE IN PLACE OWR ALL EXPOSED SOLIDS BY OCTOBER r. N E E RIB 4. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED PRIOR TO THE cnru a RransportaUen STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. serncwrl+;t • Y I N G n d, SURVEYING 5. INLET PROTECTION SHALL BE IN -PLACE IMMEDIATELY FOLLOWING PAWNG ACTIVITIES. 9105*9 RWMfW CS W477 $it S{t.7m97 E S+ti.TJBA�9 MNW.HtatWIEAgIQtltll�.tN}t �tl�latdaa ! sfen►on +' l PREe-SURMIFAL RECD MAY 9 Z014 i a ' ,k t fr_ PREe-SURMIFAL RECD MAY 9 Z014 i 1 ti 1� 1 � pr Z1 OWN, 'Jor IN MIT, "00 0 M & AR& A Ti,&, X ---, �Lkj -j -T- m___� r AL .. \�v t - s � a ° a=r - - 4MM46 ■ s SILT ffN E OR 6itFtK i7E(iiii SG,il#AW BMRE t OR MlGE PL40C CONSRUCRON 1: € "G �..�._.. �.._.. .� .� �. PERFORAT O DWN PIPE LIMITS OF OISWRBANCE 0IRE00N OF SURFACE FLOW B10-BAG SEDIMEW BARRIER i75 CONSTRUCT TEMPORARY GRAVEL ENTR4NCE 1EXCI' PEI? DETAIL ON SHEEP EC -3. 17 INSTALL CATCH BASIN SEDIMENT FILTER INSERT PER DETAIL PER DETAIL ON SHEET £C -3. Q CONSTRUCT SILT FENCE OR BARK BERM PER DETAILS ON SHEET EC--3, OR APPROVED ALTERNATIVE 1 � CONSTRUCT 4" NlGN ORANGE PLASTIC CONSTRUCTION FENCE TREE PROTECTION PER DETAIL ON SHEET EC -3. 178 CONSTRUCT CONCRETE WASHOUT AREA PER DETAIL ON SHEEP EC -3. (fie } IA1CYAl1 /IT�f rfA eia/�rf pia �n— eWUw� e�w'v e� �eri�� aww wow www XBt ft + 5S.,> 48 4 46 184 `` 40 00 ,` •'• 1� 'mss �..,,`,, "'y�•. '"�- ..,,,,,``'. '+•` ` �?8 I 446 /I favi Ova 1ALL CA I GH BASIN /DRAINAGE OWALE =L/1Mr.J I UARR1ER B/O -BAGS OR APPROVED ALTERNATE. SEE DETAIL ON SHEET EC -3. � � � ` ♦ � � 1 0�� TEMPORARY STOCKPILE AREA, IF NECESSARY. STOCKPILES SHALL BE COVERED - - - - - - - - — - -- - - - -•- - - L _ .....r — — WITH PLASTIC AND SECURED PROPERLY. _� ---- -- --- - ---~ � �� F � �� -_'E' E -E'.. ��--- T "E -�- - `-�' ---�- E� - - TEMPORARY DEBRIS AND GARBAGE STORAGE. Im 4.J' WOOD FENCE wt PLACE RUBBER CURB RAMP ON E1 HER SIDE OF CATCH A C1Y BASIN, •f � X84 REMOVE TREE. Il - _....r -•-- �4 �., GWHIC SCALE 20 0 10 20 .40 Its FEET INEENINC= snuff civil ■ transportation sbusturd s geotechn1c;4 SURVEYINS 3td51?t9teet SkXk*W COLW4 s R: 541,74MO J k 941.74i MBS ttevar.8raatt4�psM flRttng.cum %nmw OR j �km OR i •sO \ ~ tit � `~ •• �` ~~ • • • .� ~~ ��`� ~� `�` *� • - ��4 ¢,(f Z ■ � 4111ft •• `�'.,,�„�._ /' ij '.yam» • ` ~• q -'' 1, "'�" ..�,� �� e No 145 + 448 l 4 � � l 447 �► I favi Ova 1ALL CA I GH BASIN /DRAINAGE OWALE =L/1Mr.J I UARR1ER B/O -BAGS OR APPROVED ALTERNATE. SEE DETAIL ON SHEET EC -3. � � � ` ♦ � � 1 0�� TEMPORARY STOCKPILE AREA, IF NECESSARY. STOCKPILES SHALL BE COVERED - - - - - - - - — - -- - - - -•- - - L _ .....r — — WITH PLASTIC AND SECURED PROPERLY. _� ---- -- --- - ---~ � �� F � �� -_'E' E -E'.. ��--- T "E -�- - `-�' ---�- E� - - TEMPORARY DEBRIS AND GARBAGE STORAGE. Im 4.J' WOOD FENCE wt PLACE RUBBER CURB RAMP ON E1 HER SIDE OF CATCH A C1Y BASIN, •f � X84 REMOVE TREE. Il - _....r -•-- �4 �., GWHIC SCALE 20 0 10 20 .40 Its FEET INEENINC= snuff civil ■ transportation sbusturd s geotechn1c;4 SURVEYINS 3td51?t9teet SkXk*W COLW4 s R: 541,74MO J k 941.74i MBS ttevar.8raatt4�psM flRttng.cum %nmw OR j �km OR i i 15i, -'24## MULCH tie- GROUI.f/ NOYES: 1. �%��3rLA�C(�"�aM.�A�lr��i'K �BDW Al�'�t?UfN�D a�C�jly +MITS OF WR�K/,}�� %�% .2. L�yMi�f it�i�t�i�,✓j4�s�tlf/l SU � �Pyi�77yL+�(.t�i �la�i��T SLOPE V�Vtf/ WRS rV lf�rt�i /zr POND" tl-!"lE� taw . 3. IAIS!' T AND REMR BERM AFTER FACH ,Srl1RM F.VEW AAA REMOVE .SWIM '" NHDV NECESSi4 X •. RaWVED SkD1MRNr'" S IL BE 0iF05M1fV TO AN AREA TMT WU NOr COIIFT WME SELNAMW UA =srrF AAV 0W bE P RMAlVROZY S'rAMI ED. BARK iVOT TO SCALE COACEW WKAK al1fRW Mbti 6711 *m SaL giEi�M. 1010 AM 4 MIL BLACK VbVUEM.. TO AWE SOWRE Chi/ NNMEW ARFA CONCRETE WASH A--R-E-A O ' " t M ATIMWCFC=Cft FENCING REQUIRM OVER HARD SURFACM. zq� PROFECI f'•' ��yj FENCIM <..E NOTES 7 SIMMALK TYPICALTREE r ,E� �•i - r., -O M SURFACE. TYPICAL STREET TREE PROTECTION T `r 4 V frFIENCE TYR WOOD. CHAIN LINK • . ORAIMPOLY ZONEOF 4•• .� ■ FENCING 1. THE CRnxmLRcK3T PMFIORTREESVMWEMRC)RSMALLEFtSHAMBEANAREAWfTHA RAMLIS AT MAST I V FRW THE TMX POR ENEW tbOMIANIETERS2E S. NOSCIL G - ,E GRWE OWN OWNES OR COMMOTION 4 v DMNEPTAS APPROWED. 4. NOSMRArvEOFAMERIALSHALLBEALLOWEDWMNTMM OR a •' E, MFHOM SM AS AN AIRMAM MEMPORTIONS OFTHE CRZARE: COVERED WITH PAVEMENT SUCH AS STREETS; ORMX8 01.01ING TY04CHING WITH POWER EQUENENT' SUCH AS BACKHOES MI)IRENCHERM LITLITY LINES ROOTS, AS WECESSARY, TOAVION) CtITTING ROM rAW LARGEft ATT^W RUZR FABRIC'' s UR��tr sr �y o upmo /1- SIDE (./ 'Po sr fet ji wr•_ � � _ +y � r AfWAW SRA00VO MY AWE SZN*W f• ` VCE Sr'a OR FOSr ,�6 " (fm) NIGH AW PONDM HA96 lr PO7NOBV0 IA=Yr FLOW 3/42' (20mm) MIN. O,iMN ROCK x =046L ENT. , m �xx': .2 ,� ... MIN. f ••� MIN. 12 �3fRirrlm,� �. (•mrrlj � �` ,�' (100 x 15&nm ) ... "`' TRE1WR WH COWACrECI 84077U Rim II �G NOMB%. F. SXT' FE►YCE' SH4U-BE" PLACED ON SX0AE CDWOMN rO AWIMI2E PWIDING &RICIMCY, 2. INS04FCr AW fiODAMR FENCE AFrFR FACH SLOW Ei/ Vr Aar REMOVE S%IM9vr 3 16V NE•X3UW. 9" M5MM JMLtM AEC`OMMENOM GE HEIGW. �3y.•,.w�tw NDVEr9 �l�,'IME��ryVjr` .��'N/y4TL�L,/sBE t ��.j��" rm tSEIJl1MSff OFF SITF .4 V,p C 111 BE 1°ERMArrMMY STAWZ". SILT FENCE NOT TO SCALE TREE PROTECTION ZU NO CONSTRUCTION ACTIVITY, INCLUDING EXCAVATION, FILLING, STORAGE OF MATERIALS OR EQUIPMENT PERMITTED IN THIS AREA 1 111*:4 04 OULI-1 III i TREE PROTECTION NOTICE Grate EI °w Flow Rebair Rebor Sewn 6" '" : Sewn 6" overlap ,j ?••. overlap Filtered Geotextile insert Water PREFABRICATED FILTER INSERT CATCH BASIL SEDIMENT FILTER INSERT NOT TO $ME A Stake P � ' •Q (0)Q a. p• t''�_• A SECTION A —A — 81oMr Bag (Typxao Flow I tCh 8of#om i .t+ HE P I EERING—z' Mum civa - tranSpartatlan Structural * geatechalcd •L SURVEYING 319smsm qPbow GAW47T FSW4 i90T t 141.7mmea wwsr.8randtLn9rn4•r�1f 9•com ltfntt�laSdtlR t Sam()R f L is -,• At i c s BACKPLANE SPECIFIED CONTROLLER CABINET IRRIGATION CONTORL PANEL —_ !,PZ ELECTRICAL METER 10 FOURPLEX OUTLET & MAIN CIRCUIT PANEL SPIDER BOX OUTLET (INSIDE ENCLOSURE) T1 CAMERA EQUIPMENT ENCLOSURE 4" MAX 5.5" CONCRETE SLAB W / #3 REBAR @ 24- O.C. CONCRETE BASE, POUR MONOLITHICALLY WITH SLAB, 2" CHAMFERED EDGE ALL AROUND. 12 J 7 U � 4" COMPACTED GRAVELSUBGRADE FINISHED GRADE (4) 314- CONDUIT OUT DE 'CONDUIT FROM GROUND ROD GROUND ROD TRANSFORMER VAULT AND WIRE F 6' -0 MIN 8'-0 MAX SECTION VIEW rA"1 METERED SERVICE PANEL- LOOKING NORTH. E1 NTS FOURPLEX OUTLET Ffflf==�KrM FN, SERVICE CONDUIT ill C 1" SPARE CONDUIT IRRIGATION LIGHTING CONTROL CONTROL PANEL PANEL 1" C 16%16'%6 CAMERA EQUIPMENT ENCLOSURE ij U L_j Li 24" RUN DEDICATED CIRCUIT FROM LOAD CENTER TO LIGHTING CONTROL PANEL, IRRIGATION PANEL FOURPLEX AND CAMERA EQUIPMENT SCALE: 1"=V-0" FLUSH METER BASE 4811 SPIDER BOX OUTLET WX61T ACCESS PANEL WITH INTERNAL LOCK ITS1 I qk I z lelyz : 6- 11 LOAD Feeder Schedule PANEL SCHEDULE CENTER 5400 4720 Demand VA 4819 jAa Conduit Conductors Ground Demand Amps DATE: 39-3 April 29, 2014 12" 1" PVC / Rigid 4#12 Cu #12 Cu RISER 112 ll EMT U ON 24 #12 Cu SECTION ELECTRICAL SERVICE SIDE - LOOKING EAST SCALE: I "=I !i-0" 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. 14 FT PROVIDE HAND HOLES AT BASE OF POLE AND AT CAMERA LOCATION. HOLE TO BE MINIMUM 3"X511 TYPEA&B FIXTURE DOME CAMERA AT + 13' TYPES B & C PROVIDE SECOND HAND HOLE - 1012 OF CABLE W/ GROUND TO LUMINAIRE "Iff� a 1. K 0 1�50 A FUSE HOLDER AND 2 FT. SLACK IN WIRE (REQUIRED) GROUND LUG - GROUND BUSHINGS HOLD DOWN AND LEVELING MOW STRIP OR NUTS, GROUT BED SIDEWALK 1-1/2" RIGID CONDUIT (IN FOUNDATION AND ELBOWS) RUN UNDERGROUND CONDUIT Ilk Fp*m P* 845 VERTICAL #4 HOOPS @ 12" SPACING TOP 12" OF CONCRETE FOUNDATION 3/4 IN. X 301N. X 41N. HOOK ASTM A307 DEPTH SHALL BE SQUARE, REMAINING HOT DIPPED GALVANIZED DEPTH MAY BE ROUND OR SQUARE. ANCHOR BOLTS. PROVIDE 2 GALVANIZED NUTS AND WASHERS. (8) #5 BARS 3" MIN. CLEARANCE (rYP.) #4 HOOPS ON 12" CENTERS. —4— 3U' MIN. DIA. TYPICAL FOOTING PEDESTRIAN SCALE LIGHTING Conduit and Feeder Schedule PANEL SCHEDULE PHASE TOTALS Connected VA 5400 4720 Demand VA 5705 jAa Conduit Conductors Ground Demand Amps DATE: 39-3 April 29, 2014 20A 1" PVC / Rigid 4#12 Cu #12 Cu 20B 112 ll EMT 2#12 Cu #12 Cu 50A T' EMT 3#6 Cu 8 Cu 100A 1 114° PVC fi;dgid 3#2 Cu 8 Cu 10013 1 11,V Flex 3#2 Cu 8 Cu C11 11" PVC / Rigid 1- CAT 5E Anodized LED Gullift Style fixture with twin arms C2 T' PVC I Rigid 2- CAT 6E Load VA S 11" PVC / Rigid I Conduit Only 1 LIGHT POLE BASE DETAIL a Paradigm Engineering James Krumsick P.E. LEED AP 85193 Appletree Drive Eugene, Or. 97405 541 285 1680 jkrumsick@q.com 8-1/2" DIA. BOLT CIRCLE (4) 3/4" Dia. X 30 IN. HOT DIPPED GALVANIZED ANCHOR BOLTS WITH LEVELING & HOLD DOWN NUTS AND WASHERS *in rNiA V A L-r Or_1K1[=1-%E3t-Cn FOOTING FOUNDATION SECTION 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. A PANEL SCHEDULE PHASE TOTALS Connected VA 5400 4720 Demand VA 5705 4720 Connected Amps 45-0 39.3 Demand Amps DATE: 39-3 April 29, 2014 Light Source PANEL: A PROJECT: North Bend Street Lighting Anodized LED Gullwing Style fixture with Twin arms TYPE: Loadcenter AMPS: 100 Gardco GL18-DCC-2-3-95LA- Conn. Demand Demand Two circuit control VOLTS: 1201240 Assemblies Anodized LED Gullift Style fixture with twin arms LOAD CLASS ILIGHTING VA Factor Load VA mounted on 14! square aluminum Pole, Type 3 Distribution Gardco GL18-DCC-2-3-95LA- PHASE: 1 WIRE: 3 CW-UNIV-BLP 1220 125% 1525 Anodized LED GulhMng Style fixture with twin arms LOCATION: Basketball Court (2) 700ma, 130 Wafts, Provide with Second Handhole and mounted on 14 square aluminum Pole, Type 4 Distribution OUTLETS 900 100% 900 Two circuit control With Camera Provisions GW-UNIVBLP MAIN: Breaker Anodized LED GdWng Style fixture with twin arms MOTOR LOADS 0 ** 0 mounted on 19 square aluminum Pole, Type 4 Distribution MOUNTING: Inside Free Standing Enclosure (2) 530ma, 95 Watts, 6000 ID Two circuit control With Camera Provisions jCW-UNIV-l3LP RESISTANCE LOADS 0 100% 0 SUSFEED 0 100°/0 0 NOTES: Mount inside Freestanding Stainless Steel Enclosure as Detailed on Drawings MISC. LOADS 8000 100% 8000 Minimum 10,000 AIG Circuit Breakers Connected Demand TOTAL VOLT-AMPS 10.120 10,425 AVERAGE PHASE AMPS 42.2 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 2 180 Uri lion 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 8 8 4000 20 1 ISpare 9 A 10 Spare 1 20 IS pace 11 B 12 Spare 1 20 Is pace - 13 A 14 Space Space 15 B 16 Space Space 17 A 18 Space Space 19 B 20 Space Space 21 A space Space 1 23 B 24: E::! Space 8-1/2" DIA. BOLT CIRCLE (4) 3/4" Dia. X 30 IN. HOT DIPPED GALVANIZED ANCHOR BOLTS WITH LEVELING & HOLD DOWN NUTS AND WASHERS *in rNiA V A L-r Or_1K1[=1-%E3t-Cn FOOTING FOUNDATION SECTION 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 0kVA at 100%, remainder at 50% 100% plus 25% of the largest Motor Pacific Park A B PHASE TOTALS Connected VA 5400 4720 Demand VA 5705 4720 Connected Amps 45-0 39.3 Demand Amps 47.5 39-3 I 0kVA at 100%, remainder at 50% 100% plus 25% of the largest Motor Pacific Park Light Fixture Schedule Ty pq Descripoon Manufacturer Series Light Source Remarks Anodized LED Gullwing Style fixture with Twin arms (2) 630 ma, 95 Wafts, mounted on 19 square aluminum Pole, Type 3 Distribution Gardco GL18-DCC-2-3-95LA- 6000 Degree K LED A Two circuit control CW-UNIV-BLP Assemblies Anodized LED Gullift Style fixture with twin arms (2) 530 ma, 95 Walls, Provide with Second Handhole and mounted on 14! square aluminum Pole, Type 3 Distribution Gardco GL18-DCC-2-3-95LA- 6000 Degree K LED Camera Mounting Kit at +13' on B Two circuit control With Camera Provisions CW-UNIV-BLP Assemblies Pole_ Anodized LED GulhMng Style fixture with twin arms (2) 700ma, 130 Wafts, Provide with Second Handhole and mounted on 14 square aluminum Pole, Type 4 Distribution Gardco GL18-DCC-2-4-130LA- 6000 Degree K LED Camera Mounting Kit at +13' on C Two circuit control With Camera Provisions GW-UNIVBLP Assemblies Pole. Anodized LED GdWng Style fixture with twin arms mounted on 19 square aluminum Pole, Type 4 Distribution Gardco GL18-DCC-2-4-95LA- (2) 530ma, 95 Watts, 6000 ID Two circuit control With Camera Provisions jCW-UNIV-l3LP Degree K LED Assemblies r�_`,___ONE LINE DIAGRAM III "W,�1111111' I fft_`� 111 EGEND: - -- 100A --- UNDERGROUND CONDUIT WIRE WITH FEEDER SCHEDULE REFERENCE UNDERGROUND COMMUNICATION SERVICE CONDUIT ---- -a - - -- SPARE UNDERGROUND CONDUIT FT] PAD MOUNT TRANSFORMER E COMMUNICATION PEDESTAL S FREE STANDING SERVICE ENCLOSURE POLE MOUNTED LIGHT FIXTURE AND BASE NOTE REFERENCE �lMo ,�111173 � I ; A WU I Paradigm Engineering James Krumsick P.E. LEER 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. I 0 10 20 I f 1 :1 ATI M w z MI MY 9 Z014 l��