Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/24/2016NOTES: 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1 162F DATED 1985-09-27 AND IS IN AN AREA DETERMINED TO BE OUTSIDE 500 -YEAR FLOOD PLAIN. 2. SOIL TYPES ON THIS SITE ARE AWBRIG-URBAN LAND COMPLEX AND OXLEY-URBAN LAND COMPLEX. 3. PROPERTY IS ZONED MEDIUM DENSITY RESIDENTIAL (MDR). THE PROPERTY TO THE WEST IS ZONED LOW DENSITY RESIDENTIAL (LDR). THE PROPERTIES TO THE SOUTH AND EAST ARE ZONED COMMUNITY COMMERCIAL (CC). 4. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET C-2.1. PRIVATE UTILITIES (WATER, ELECTRIC, PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY PRIVATE UTILITY PROVIDERS. 5. ELEVATIONS BASED ON CITY OF SPRINGFIELD DATUM. NOAA ROD IN CASE IN SIDEWALK; SW CORNER OF 41ST STREET AND MAIN STREET. ELEVATION = 479.95. 6. THERE ARE NO LTD FACILITIES NEAR THE SITE. 7. SIGNIFICANT VEGETATION TO REMAIN ON SITE SHALL BE PROTECTED DURING CONSTRUCTION. 8. EXISTING FIRE HYDRANTS ARE LOCATED AS SHOWN. 9. PARKING FOR THE EXISTING PADS IS PROVIDED BY EACH UNIT, THERE ARE NO EXISTING COMMON PARKING SPACES. 10. 41ST STREET AND A STREET ARE FULLY IMPROVED TO CITY STANDARDS. 11. SPACE LINES SHOWN ARE FOR REFERENCE ONLY. NOT INDIVIDUAL PLATTED LOTS. 12. THE PROPOSED LOT IS LOCATED INSIDE THE 10-20 YEAR TIME OF TRAVEL ZONE FOR DRINKING WATER PROTECTION. TL 4517 TL 4000 TL 4518 ALTERNATE COMMON-, \ AREA=3,077 TL 4519 s APPLICANT / OWNER M & M CATTLE CO. DAN NEAL P.O. BOX 11764 EUGENE, OR. 97404 I'�f fll 1* f;. ENGINEER / SURVEYOR OLSON & MORRIS 386 Q STREET SPRINGFIELD, OREGON 97477 PHONE: (541) 302-9790 LANDSCAPE ARCHITECT DOUGHERTY LANDSCAPE ARCHITECTS 474 WILLAMETTE ST. SUITE 305 EUGENE. OR. 97401 PHONE: (541) 683 8183 TENTATIVE SITE REVIEW FOR PARKLANE MANUFACTURED HOME PARK RV CONVERSION N.W.1 /4 S.W.1 /4 SEC.32, T.17S. R.2 W.,W.M. TAX LOT: 800 SPRINGFIELD, LANE COUNTY, OREGON VICINITY MAP t NTS PRIVATE STORM & WASTEWATER TABLE \ �6oPo TL 4300 EX. PRVT. WW MH EX. PRVT. CB #2 \ 8" FL IN (E)_474.77 4" FL OUT (W)=478.26 8" FL IN (S)-474.29 GRATE=478.81 8" FL OUT (W)=474.26 RIM ELEV.=479.51 EX. PRVT. CB #3 Scott Morris 6" FL OUT (NW)=478.43 >6"EX. PRVT. CB #1 GRATE=479.39 2016*05,23 \ FL OUT (W)=474.14 I GRATE=478.38 EX. PRVT. CB 44 6 FL OUT (NW)=478.16 i >r EX. PRVT2 . CB GRATE=479.19 17:21:07 -07'00' o o \ �,�_ \� , \ \ 4" FL OUT (W)=478.26 C STREETGRATE=478.81 I ww IL 4200,\ TL 4510 I TL 4509 TL 4508 TL 4507 1 .0' j i EX. WW MH 001 i o I o o o 8" FL IN (E)=473.18 8" FL IN (NW)=473.48 EX PRVT.�,q 8" FL IN (N)=473.10 = I ! CB �. 8" FL0 T (S)=473.03 m f RIM E=477.78 (.,-P.U.E. I 60.0' R/W I rn I 3II L0 6.0' I ILo ROAD€� i I�;� r TL 8000 i TL 7900 TL 7800 I TL 7000 EX. SD MH #106 18 FL 1N S =472.61 , I I 18" FL ;OUT (N)=472.52 ! RIM ELEV.=478.38 ! NORTH B STREET s TL 8700 TL 8800 TL 8900 TL 7100 f r } 4_. F i TL 9003 TL 9002 TL 9001 TL 7200 EX. YEIL SIGN I I � � NORTH A STREET 372.17' '�>_IzTe4100 \\ \ ---- -- -- - . v' •\EX. PRVT. CB #1 CATV- t' { i 2 8 29 I � j 13 27 30 I V� V 9 i _ EXI RV SPACES - F TO E . ED 8 �--1 I 3 EXIST N V SPACES 25 (( 0. OVED I 07AS 15 32 il 24 � 0 6 16 33 23 5 I 17 34 4 22 35 18 3 21 2 cn � 19 I 69 CURBS WW_._.__....____._. ww GUTTER --� EX. YEIL (� I SIGN r TL 300TL 200 EXISTING BUILDINGS LO o o 3: TO BE REMOVED uri o ry >GE OF AC Q NIUL EX Cl 12 FL IN (S)=474.82 12" FL OUT (W)=474.72 TC=479.02 TL 900 800 CB 2 h \ ,tf 61`� \% \--OH ---_n 700 VACANT00 1 f° 62 tff � � � • \ i `' 63'1,.;. _ , ` \ \ \ 64 goy U1 t \ \ ri TL 601 TL 602 15" SPUCE TO \\ --�'O - \ . W 0I 15" FIR TO \ BE REMOVED _ EX. WW MH 002 6" FL IN (NW)=473.42 o9s \ 8" FL IN (E)=473.36 \ TL 120 - \ 0 8" FL OUT (W)-473.10 TL 1300 \ RIM ELEV.=479.40 WE SCALE 1 "-50' OHE SITE EXISTING OVERHEAD ELECTRIC -°-- -�� DEVELOPMENT PLAN EXISTING FENCE - - - EXISTING EDGE OF AC PAVING C-3.0 CIVIL PROPOSED EDGE OF AC PAVING - - -- - = EXISTING CURB & GUTTER 8"W EXISTING WATER LINE PLAN 0 EXISTING WATER METER O co EXISTING WATER VALVE U tiYo EXISTING FIRE HYDRANT 8"WW ---- - EXISTING WASTEWATER SYSTEM CO EXISTING CLEANOUT �-- -- EXISTING CULVERT ST 24"SD -- EXISTING STORM DRAINAGE SYSTEM EXISTING AREA DRAIN EXISTING CURB INLET " EXISTING CATCH BASIN EXISTING STREET LIGHT EXISTING PRIVATE STREET LIGHT EXISTING UTILITY POLE EXISTING POWER POLE W/TRANSFORMER EXISTING POWER POLE D EXISTING TV PEDESTAL [P EXISTING TELEPHONE PEDESTAL EXISTING ELECTRICAL VAULT �G- EXISTING GAS RISER EXISTING TREES ij EXISTING MOBILE HOME f E '. ObLE_.EXISTING CARPORT/OUT BUILDING f9 EXISTING PORCH ` EXISTING CONCRETE PAD SHEET INDEY C-1.0 SITE ASSESSMENT PLAN C-1.1 SITE DEVELOPMENT PLAN C-2.0 SITE GRADING PLAN C-2.1 SITE UTILITY PLAN C-3.0 CIVIL DETAILS C-3.1 CIVIL DETAILS EC -1 LDAP L1.0 LANDSCAPE PLAN E-1 LIGHTING PLAN EXISTING SITE DATA TOTAL SITE AREA = 3.70 ACRES DEVELOPMENT AREA = 1.30 ACRES 36 RV SPACES TO BE REMOVED 1 PERMENANT RESIDENCE TO BE REMOVED 46 MOBILE HOME SPACES TO REMAIN Ck. �[YPu�-ono 5�� Irl tLcvievJ 1� Neel SHEET C-1.0 of 6 MAY£ a=P r O ` � ti � O co U (a) ^� CO 0 N - t a o Z w a a a a U 4A w a tY1 w v e'� SHEET C-1.0 of 6 MAY£ a=P Zl- N - t a o Z w a a a a w 4A w a tY1 w v SHEET C-1.0 of 6 MAY£ a=P NORTH B STREET II I Z 57< III PROPOSED / /'I W70T PRIVATE STREET PROPOSED /— ('_I IFCT —•! PROPOSED 24.0' DRIVEWAY LOCATION NORTH A STREET PROPOSED PRIVATE FIRE HYDRANT R=12.00' -18.84' 1� PROPOSED COMMON AREA 2,745 SF PROPOSED SWALE CONNECTED TO EXISTING DRAINAGE SYSTEM I PROPOSED 3' PEDESTRIAN WALKWAY PROPOSED PEDESTRIAN AMENITIES AND PLANTINGS SEE SHEET L1.0 PRIVATE STREET 13 i --------------------- -EXISTING DRIVEWAY TO CLOSE _ l i 200 0 % /0 �1 • EXISTING BOUNDARY �--- -- EXISTING FENCE PROPOSED FENCE — — — -- — EXISTING EDGE OF AC PAVING W O i O PROPOSED EDGE OF AC PAVING EXISTING CURB & GUTTER 0 W_ EXISTING TREES Z EXISTING MOBILE HOME h1 g w EXISTING CARPORT/OUT BUILDING W EXISTING PORCH O EXISTING CONCRETE PAD IMPERVIOUS AREA = 11,468 SQ. FT. COMMON OPEN SPACE AREA = 2,745 SQ. FT. LANDSCAPED AREA = 1,818 SQ. FT. (within common open space) 11 �o P� �qw O �a ��p/�� vL 0 N.� o • W O i O 0' C ^ Vl 0 W_ 00 W O M Z W Z V)a� h1 g w zp w 11 CO P� �qw O o 11 O o O ct h1 g w zp w N o W Cc') R� Q O -C-3) N Q� o 4-� N 11 SHEET C-l.l of 6 Q , Rei, e_ve-d" MAY 2 4 M y�,„>3.s, per. $48L (D i i.2 a" ,aub Yis x. _.........._�.�.... o h1 g w zp w N o W Cc') R� Q fA Q SHEET C-l.l of 6 Q , Rei, e_ve-d" MAY 2 4 M y�,„>3.s, per. $48L (D i i.2 a" ,aub Yis x. _.........._�.�.... NORTH B STREET f f f I II F � f 1J1fj _ arj 479.85 15,379SF 15 EX AC II 478.38 EX GRA f 478.93 • i AC END —fin A -7Q GF I1 II I 469 FL=477.00 II ( 15 415 SF 15 TL 7100 i 5 I t { t{ x III 105 478.52 47905 R T .k. A I E►., I ( 1479.05 o AC I t II III � I 415 SF III 15 �� III I 15 4 I Mkt II I Cl CURB I II I 415 SF 469 SF fl I I 15 I 15 I II I I I 3 12 III III ` III III 1,346 SF 1, 15 TL 7200 II I 15 415 SF I �= II I 2 4 I � � �� I 0 i I EX. BLDG.– I II fl I ( FFE=479.93 - 1 � 15 415 SF.. III ( L 7,24 -- - I - -- - -- - i -- ' -- ---------- ---- -- 1 VG I 479.20---.--,-- 9 . 478.62 BW 479.16 .70 83 84 EX GB .08 EX GB EX GB 4799.CONST CURB & GUTTER AND SIDEWALK TO CITY OF SPRINGFIELD B � I EX BARRICADE PROPOSED 24.0 SPECIFICATIONS DRIVEWAY LOCATION NORTH A STREET SCALE- 1 "20' 20 0 20 40' 2. CONST VALLEY GUTTER PER DETAIL. REFER TO SHEET C-3.0. 3. CONST EXTRUDED CURB AS PER DETAIL. REFER TO SHEET C-3.0. 4. CONST MONOLITHIC CURB AND SIDEWALK PER DETAIL. REFER TO SHEET C-3.0. 15. CONST 3" AC OVER 10" CRUSHED ROCK. 41. CONST 4" CONCRETE OVER 1" CRUSHED ROCK. 82. SAW CUT AND REMOVE EXISTING AC TO CUTLINE. 83. SAW CUT AND REMOVE EXISTING CONCRETE. 84. CONST DRIVEWAY APPROACH PER CITY OF SPRINGFIELD STD DWG 3-22. REFER TO SHEET C-3.0. 100. PAINT 4" WIDE STRIPE 'TRAFFIC' WHITE. 105. CONST STD. 6' HIGH DOG-EARED CEDAR FENCE. NOTES: 1. ALL PROPOSED PARKING SPACES SHALL BE PERMANENTLY MARKED WITH 4" WIDE TRAFFIC "WHITE" STRIPING. 2. ALL EXISTING PRIVATE LIGHTING, WITHIN RV AREA, IS TO BE REMOVED. 3. PROPOSED UNIT DRIVEWAYS AND ROOFS ARE TO SHEET DRAIN TO PROPOSED VALLEY GUTTER AND BE CONVEYED THROUGH PROPOSED SWALE. 4. LENGTHS, AREAS, AND QUANTITIES SHOWN ARE FOR REFERENCE ONLY AND NOT INTENDED FOR BID PURPOSES. CONTRACTOR SHALL VERIFY QUANTITIES. CUT = 296 CU. YD. FILL = 241 CU. YD. LEGEND OHE EXISTING OVERHEAD ELECTRIC --- ---- EXISTING FENCE — — -- — — EXISTING EDGE OF AC PAVING — — — — = EXISTING CURB & GUTTER ST 24"SD -- — EXISTING STORM DRAINAGE SYSTEM O EXISTING AREA DRAIN n� w EXISTING CURB INLET Q0 EXISTING CATCH BASIN PROPOSED CATCH BASIN EXISTING MOBILE HOME ` f EXISTING CARPORT/OUT BUILDING J EXISTING PORCH CTS EXISTING CONCRETE PAD ..Sh ..Fi.. .F81'UFL;Lit'�ss`�v�i','fi��4a{:aPx7'�'$aSi o O ,4 ce) P oq � ..Sh ..Fi.. .F81'UFL;Lit'�ss`�v�i','fi��4a{:aPx7'�'$aSi o rd.:)��i�AF'Y +�.�Nr•. � O r � � n� w Q0 =n N J u') CTS � N� � N o biD Q, z CU w �E o ct i w J , z 0 SHEET C-2.0 of 6 o � � � o N Q0 =n N J u') N m z w �E o i w J , z 0 w Qn� U cUia w SHEET C-2.0 of 6 � � o N J u') m �E i w J , z 0 w N SHEET C-2.0 of 6 I I� �I TL 7000 EX. SD MH#106 �I00 NORTH B STREET TL 7100 TL 7200 Y) 4"V 8"W_ �_.� OHE� - 4"SD 159 LF S=1.00% NORTH A STREET I STORM & WASTEWATER TABLE I EX. SD MH #106 EX. PRVT. WW MH 18" FL IN (S)=472.61 8" FL IN (E)=474.77 18" FL OUT (N)=472.52 NEW 8" FL IN (S)=474.29 RIM ELEV.=478.38 8" FL OUT (W)=474.26 C EX. PRVT. CB #1 RIM ELEV.=479.51 i NEW 6" FL IN=474.14 WW CO #1 j 6" FL OUT (W)=474.14 8" FL OUT (N)=474.68 GRATE=478.38 WW CO #2 EX. PRVT. CB #2 8" FL OUT (N)=475.06 @1Q.CB #2 - 4" FL OUT (W)=478.26 GRATE=478.81 WW CO #3 CB #1 8" FL OUT (N)=475.40 t2450 y 8" FL OUT=477.26 / GRATE=478.52 STCO#1 F S=1.00% p 8" OUT (NE)=477.00 477 COS #1 529 ` 3" ORIFICE=476.55 D 6" FL OUT (NW)=476.2'7 FL SWALE=476.50 GRATE=477.03 534 ST CO #2 COS 400 6" OUT (E)=476.61 t ST CO #3 6" OUT (NE)=475.02 240 LF 503 ST CONSTRUCTION NOTES 400. CONST CONTROL OUTLET STRUCTURE PER DETAIL. REFER TO SHEET C-3.0. -- 412. CONST DUAL CHAMBER CATCH BASIN AS PER DETAIL. REFER TO SHEET C-3.0. 444. CONST GRASSY SWALE AS PER DETAIL. REFER TO SHEET C-30. REFER TO SHEET LA -1 FOR DETAILED PLANTING PLAN, 445. CONST 3" ROUND ROCK SPLASH PAD. 450. CONST STD. CLEANOUT WITH CAST IRON LID. 477. CONST 6" PVC STORM DRAINAGE PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 478. CONST 8" PVC STORM DRAINAGE PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 6-4 h MR W `- 6" WATER MAIN DRAWN FOR CLARITY AND SHALL BE JOINT TRENCH WITH UTILITIES OUT OF PAVED AREAS EXISTING 2" WW CONSTRUCTION NOTES 209. CONNECT TO EXISTING MANHOLE. 220. CONST 8"X4"X8 WYE. 250. CONST STD. CLEANOUT WITH CAST IRON LID. 281. CONST 8" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. WATER CONSTRUCTION NOTES - -- 502. CONST 2" PVC SCHEDULE 40 WATER LINE. 503. CONST 6" C900 CLASS DR -18 WATER LINE W/TONE WIRE. 520. CONST 6" DOUBLE CHECK AS PER DETAIL. REFER TO SHEET C-3.1. - - 529. CONST 6" GATE VALVE FLG X MJ WITH RETAINER UTL GLANDS. 8"W 531. CONST 8" MJ X 6" FLG X 8" MJ TEE WITH RETAINER EXISTING GLANDS. 0 534. CONST 6" MJ 90' ELBOW WITH RETAINER GLANDS. 535. CONST STD. FIRE: HYDRANT. 536. CONST 2" MJ 90' ELBOW WITH RETAINER GLANDS. 537. CONST 2" X 2" X 2" MJ TEE. 538. CONST 2" X 3/4" X 2" MJ TEE. 1 5. EXISTING QUEST PHONE SERVICE IS TO BE ABANDONED. t 6. CONTRACTOR SHALL PROVIDE 3' CLEARANCE AROUND FIRE HYDRANTS. 7. LENGTHS, AREAS, AND QUANTITIES SHOWN ARE FOR REFERENCE ONLY AND NOT INTENDED FOR BID PURPOSES. CONTRACTOR SHALL VERIFY QUANTITIES. 8. WATER LINES SHALL BE ABOVE WASTEWATER LINES A T CROSSINGS. - OHE CENTER PIPES SO THAT NO JOINTS FOR EITHER PIPE ARE IN LINE VERTICALLY. n520 9. THRUST BLOCKING PER DETAIL SHEET C-3.1 SHALL BE INSTALLED ON WATER LINE. -88 29 531 10. UTILITY ROUTING SHOWN AS POTENTIAL TRENCH LOCATION. DESIGN OF THESE FACILITIES TO BE COMPLETED BY INDIVIDUAL PROVIDERS. SCALE 1 "20' i i i LEGEND OHE EXISTING OVERHEAD ELECTRIC -- - ---- --- - EXISTING FENCE - - --- - EXISTING EDGE OF AC PAVING PROPOSED EDGE OF AC PAVING - - - - -== EXISTING CURB & GUTTER UTL PROPOSED UTILITIES 8"W EXISTING WATER LINE ® EXISTING WATER METER 0 EXISTING WATER VALVE '�'Y� EXISTING FIRE HYDRANT 6"W PROPOSED WATER LINE -- PROPOSED FIRE HYDRANT Q W ---B"WW --- - EXISTING WASTEWATER SYSTEM (C)-8"WW PROPOSED WASTEWATER SYSTEM �. EXISTING CLEANOUT -- -- EXISTING CULVERT S 24"SD - - EXISTING STORM DRAINAGE SYSTEM Ca--- 6"ST --- PROPOSED STORM DRAINAGE SYSTEM V PROPOSED CONTROL OUTLET STUCTURE EXISTING AREA DRAIN Fol EXISTING CURB INLET EXISTING CATCH BASIN EXISTING STREET LIGHT E EXISTING PRIVATE STREET LIGHT C -O-) EXISTING UTILITY POLE EXISTING POWER POLE W/TRANSFORMER EXISTING POWER POLE M EXISTING TV PEDESTAL © EXISTING TELEPHONE PEDESTAL ® EXISTING ELECTRICAL VAULT Q EXISTING GAS RISER EXISTING MOBILE HOME 0 1!", ` MEXISTING Q CARPORT/OUT BUILDING EXISTING PORCH O C) $:i QL) cz z Q0 �. o 4� Q) p c G� (3:1 CQ ci N .cft) :or MAY 2 � 2'016 6 SHEET C-2.1 of 6 CD N p G� (3:1 CQ ci :or Q a W0� v (A 04 MAY 2 � 2'016 6 SHEET C-2.1 of 6 4' YY!'7J 1 1—YYl1! L) T VVIYI VJ'tJ 1 a SURFACE AS PER 7" THICK CONCRETE PAVEM 3500 PSI FIELD STRENGTH BASE ROCK AS PER PLANS CONCRETE VALLEY GUTTER N.T.S. 4' SIDEWALK 4" DUMMY JOINT 1/4" TYPICAL UTILITY TRENCH DETAIL DEEP w" GROOVE 6" N.T.S. " .�ad4 , aa° CONCRETE 12" 8" X/"— SURFACING AS PER PLANS TONE/TRACER WIRE C) /\/\ -.4 A. 4. a4 .`O• PIPE O.D. ~ O:D ;. AIN' , 6°t, l `. A. 4" MIN TYPICAL TRENCH DETAIL N.T.S. 30" BACKFILL MATERIAL IMPORTED COMPACTED GRANULAR BACKFILL WITHIN PAVED AREA. NATIVE BACKFILL MATERIAL OUTSIDE PAVED AREA. PIPIT, ZONE 3/4 CRUSHED ROCK BEDDING MATERIAL 3/4" CRUSHED ROCK JOINT WASTEWATER/WATER TRENCH DETAIL N.T.S. 8" GRAVITY FLOW PIPE FROM CB W.11011 & 'IT RETAINING WALL CAP j//\\//\\%\ a ° R\\\j\\j\ : VARIES 3' MAX. MONOLITHIC CURB/SIDE-WALK N.T.S. ROUND ROCK SPLASH PAD LANDSCAPE RETAINING I Aklr%e%^AMI BLOCK GRASSY SWALE NTS WIDTH VARIES --{ FL=477.77 CHECK DAM DETAIL NTS 0.5' CHECK DAMS 12' INTERVALS 0,10110] Til S--=0.50% BLOCK GRASSY SWALE NTS AC PAVING PER PLAN BATTER 6:1 DEDICATE RIGHT OF WAY AS NECESSARY TO CONTAIN ON SITE DRAINAGE SHALL\ PEDESTRIAN PATH _0z0W-ONTO PRdAERTY . 8" THICK 3500 PSI FIELD STRENGTH 1pvk�ZQ \\©H (4025 PSI LAB STRENGTH) 6.3 SACK Ra�Rrt UKP MIX REINFORCED CONCRETE ON 2" OF COMPACTED 3/4" MINUS CRUSHED ROCK :1 ` i i 71 1�i 120 TYPICAL ` ti G1iRgS\QE °a\�iEAiX \X� RAMP SLOPE 'I)it 24 vi 'uwi - I% TS W& S cvM c w\ox A C�R't�1E�t t�`t Cx1vlz RF�CURl1 SHP.\ \ N�rt EXi ilk 8E``(C�t1q FRC�JEC�C\flN 4F FRCIPER�`t 1.\�\E SECTION A — A 12:1 TYPICAL 50:1 MAX SLOPE $" THICK 35003 PSI FIELD STRENGTH 5' MIN 51 MIN (4025 PSI W STRENGTH) 6.3 SACK n� 3/4♦ LIP ASIX REINFORCED CONCRETE r . a ° $ • e , d o. #4 REBAR 12µ ON CENTER .' • BOTH WAYS PLACED 2" ° ABOVE THE BOTTOM OF SLAB 2" OF 3/4' MINIS :E ... COMPACTED CRUSHED ROCK NOTES Si * NO ONE -GROUND FACILITES (FIRE WRANTS, POWER POLES, CATCH BASINS, VALVES, J-DOXES, ETC,) SHALL. BE PEit�MEO i' o ii APRON OR RAM AREA IV * ORMAY (THROAT) WIDTH SHALL. BE BETWEEN 24 FEET (MINIMUM) AND 35 FEET (WXIMUM) IN, ACCORDANCE LI rm C" PERMITS. * ALL SURFACES SHALL. HAVE A MM FINISH. * REFER TO STANDARD DRAWING 3 -XX FOR CURB CUT DETAILS * CONCRETE WITHIN APPROACH STALL 81 8' THICK (MIN) CONCRETE ON 2' : OF 3/4' MINUS CRUSHED ROCK. * REINFORCEVENT IS REON.IiREO. USE 14 REBAR -- 12' ON CENTER - BOTH WAYS - PLACED 2" ABOVE THE BOTTOM Of THE SO * A CONTRACTION (SCORE) JOINT SMALL BE ADDED IN THE CENTER OF THE APRON. * MEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRNEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE * CURBS do COMMERCIAL ORNEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAA STRENGTH) 6.3 SACK W CONCRETE 0. SIDEWALK ACCESS RAMP NOTES THIS DRIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALKACCESS RAMP. NO REVISION LATE BY APM CIS GFIELD COMMERCIAL DRIVEWAY APRON Sr DARD CURBSIDE SIDEWALK DWIxG 3-22 DEPT. OF PUBLIC WORKS Ai rerou ka Gtitygin�2003 2003 \ TOPSOIL MATERIAL LANDSCAPE AS PER PLANS EXTRUDED CONCRETE CURB CLASS 3000 - 1/2" CONCRETE. AC PAVING SURFACE SHALL BE CLEAN AND FREE OF ALL FOREIGN MATERIAL " BEFORE APPLYING EPDXY. SURFACE AS PER PLANS 6» i RMAU urtfull SURFACE AS PER PLANS TRAP W/ HINGED LID FITTING AS NEEDED LANDSCAPE OUTLET PIPE RETAINING WALL BLOCK \\ \\ \ \ \ 6 GRATE //\//\//\j//"K =477.03 0.77' OUTLET ELEVATIONS AS 3" ORIFICE -\ �.. D /\\/j� SHOWN ON PLANS FL=476.55 m 6" GRAVITY FLOW PIPE TO PRVT. CB SOLID PLATE LID BIKE PROOF STEEL GRATE 24" SUMP =1112 �W: PROVIDE SMOOTH LEVEL BASE 53-1/4" DUAL CHAMBER CATCH BASIN N.T.S. TRAP W/ HINGED LID 53-1/4"x 29-1/4" ----10 GA. STEEL CATCH BASIN WITH 24" SUMP & FOSSIL FILTER INSERT. ASPHALT COATED INSIDE AND OUT. �Tti(PZ! C�-0��2Io ����e PC a.�t iZc vi ec�J PAR Quo V� 5 o� SHEET C-3.0 of 6 MAY 0% s£"i r. s•*:. r+�r'fi .tee is^i. i�`f �F.yy�l �\ E co o cc 4 w Q W �Jf• CD Vl W �a • �j 7 i L � to O oc~n 0'^ �I .--, E r co CD o or J W co � O U M Z W Cn QL) o z 0 11 CL SHEET C-3.0 of 6 MAY 0% s£"i r. s•*:. r+�r'fi .tee is^i. i�`f �F.yy�l �\ co o cc 4 w Q W �Jf• CD �c CL �a W SHEET C-3.0 of 6 MAY 0% s£"i r. s•*:. r+�r'fi .tee is^i. i�`f �F.yy�l �\ c� �a � o co U Cn QL) cV I M Ir N 0 N Ra W tYa Z o F W U d I; a W � Crl m W W W SHEET C-3.0 of 6 MAY 0% s£"i r. s•*:. r+�r'fi .tee is^i. i�`f �F.yy�l �\ �a co cV I M N 0 N Ra W tYa Z o F W I; a � Crl m W W W Lo Lo -0 Q a i W U) U SHEET C-3.0 of 6 MAY 0% s£"i r. s•*:. r+�r'fi .tee is^i. i�`f �F.yy�l �\ �a cV I M N J I; a � m Lo Lo -0 i W V) � � 3 z C O 2t Q rn ✓> W SHEET C-3.0 of 6 MAY 0% s£"i r. s•*:. r+�r'fi .tee is^i. i�`f �F.yy�l �\ SPECI ICA (Wth NRS gates) {vtith BGVIC'valves) FEATURES Sizes:U21/2" U a` U4' Q6" U8!' U10" Maximum vvorking venter pressure 175 PSI Maximum working water temperature 14CPF Hydrostatic test pressure 350 PSI End connections (Grooved forsteelpipe) AVWVAC606 (Flanged) ANSI B16.1 Class 125 "2112 & 3" sizes use 4' body & reducer couplings OPTIONS (Suffixes can be combined) U - with flanged end SIRS gate valves (standard) U FSG - with epoxy coated Yfye type strainer (flanged only) U G - with grooved end NRS gate valves U GF - with grooved inlet gate connection and flanged outlet gate connection ,J FG - with flanged inlet gate connection and grooved outlet gate connection U L - less shut-off valves (grooved body connections) U MS - with Integral Relief Valve Monitor &Itch U OSY - with flanged end OS&Y gate valves U OSYG - with grooved end OS&Y gate valves U BGVIC - with grooved end butterfly valves ACCESSORIES U Repair kit (rubber only) U Thermal expansion tank (Model XT) U OS & Y Gate valve tamper switch (OSY-40) U Air gap (Mode AG) U Electronic Solenoid Timer (Model EST) U QT -SET Quick Test Fitting Set U Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS fdo not include pkcl.) BMF APPLICATION Designed for installation on potable water lines to protect against both backsiph©nage and backpressure sof conta, uri- nated water into the potable water supply. The Model 375A provides protection where a potential health hazard exists. Ideal for use where lead-free" valves are requited. STANDARDS COMPLIANCE • ASSE-0 Listed 1013 m AVWVA Compliant 0511 (+rrit'n gates only), and 0550 * IAPMOO Listed CSA® Certified (2.1!`2"' • 6) ULO Classified C-UL0 Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. NYC MEA484-0440 NSFO Listed -Standard 61, Annex G* -(0.25% MAX, WEIGI.ITEDAVERAGE LEAD CONTENT) MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDAApprovedelectrostatic epoxyfitnish Internals Stainless steel, 300 Series NORYL- NSF Listed Fasteners & Springs Stainless Steel, 8(30 Series Seat rings EPDM (FDA approved) 0 -rings Buns Nitrite (FDA approved) Sensing line Stainless Steel, braided hose MODEL 375A with OSY &FSC option MODEL 375A with 13GVIC-option Relief Valve discharge port: 2112"- G'- 2,75 s: in. 8" 10"- 169 sq, in. r- x r- Ami : Model 375A (grooved body) and Model 375 iflange body) have different !au lenalhs. WEIGHT ished aluminum bonded to a unicellular, non -wicking polisocyanurate foam core insulation. Insulation shall be 1.5" thick (RIO) DIMENSION {approximate) MODEL WITH WITH WITH WITH WITH 376A WTHOUT NRS OS&Y NRS OS&Y BUTTERFLY SIZE GATES GATES GATES GATES GATES VALVES VALVES {GXF) (GXF) (GXG) (GXG) (GXG) in, mm lbs. k lbs. k lbs. k ' lbs. k l bs. k lbs. k 2112 65 97 44 191 87 ISS 90 183 83 191187 116 53 3 84 96 43.5 211 X96 217 98 20'1 91 207194 117 53 4 100 83 3a' 227 1103 237 108 201 91�75�7344 203 22 314 578 98114 464 114 314 375 9 918 232 11 279 53 3r8 1356 116 52 6 150 936 62 356 162 372' 169 326 948 168 65 TS 20(1 3fl6 139 757 344 781 355 757 344 413 1&8 10 250 358 162 985 447 1043 473 863 391 530 241 BMF APPLICATION Designed for installation on potable water lines to protect against both backsiph©nage and backpressure sof conta, uri- nated water into the potable water supply. The Model 375A provides protection where a potential health hazard exists. Ideal for use where lead-free" valves are requited. STANDARDS COMPLIANCE • ASSE-0 Listed 1013 m AVWVA Compliant 0511 (+rrit'n gates only), and 0550 * IAPMOO Listed CSA® Certified (2.1!`2"' • 6) ULO Classified C-UL0 Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. NYC MEA484-0440 NSFO Listed -Standard 61, Annex G* -(0.25% MAX, WEIGI.ITEDAVERAGE LEAD CONTENT) MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDAApprovedelectrostatic epoxyfitnish Internals Stainless steel, 300 Series NORYL- NSF Listed Fasteners & Springs Stainless Steel, 8(30 Series Seat rings EPDM (FDA approved) 0 -rings Buns Nitrite (FDA approved) Sensing line Stainless Steel, braided hose MODEL 375A with OSY &FSC option MODEL 375A with 13GVIC-option Relief Valve discharge port: 2112"- G'- 2,75 s: in. 8" 10"- 169 sq, in. r- x r- Ami : Model 375A (grooved body) and Model 375 iflange body) have different !au lenalhs. age 1 of <2 SUBMITTAL DATA SHEET Aw (888)345-6675 Fax (501)791-1801 Backflow Enclosures Web: aquashiddendosures.com Email: BFP6 SERIES ENCLOSURE FEATURES • Easy Access • Lockable for Vandal Protection • Freeze Protection (-30F) ASSE 1060-1996 (Class I ll, III) ASSE 1060-2006 (Class H,,111) • No subassembly required • Oversized Drains at Enclosure Grade • Structurally Rigid Insulation • Simple Installation Mounting Hardware Included STANDARDS & CODES° �• ASSE1060 ASTM B209 + OSHA 1910 Product Materials .050 mill. finishedmarine grade.aluminum Polyisocyanurate insulation 1.5" thick (!OAR -value) The backflow enclosure shall be ASSE 1060=1996 (Class I;Il, III) ASSE 1060-2006 (Class 11 III) certified and shall provide freeze and vandal protection for backflow preventers installed outside and above ground. Materials shall be (.050/18 ga.) mill fin- ished aluminum bonded to a unicellular, non -wicking polisocyanurate foam core insulation. Insulation shall be 1.5" thick (RIO) DIMENSION {approximate) backflow preventer valve and remain closed except during discharge of the backflow valve. The enclosure shall have full access MODEL 31 i t4 3fi6A A LESS G Heat when required (ASSE 1060-1996 Class 1) shall be a` thermostatically controlled 120V11PH fan forced heater. Heater shall be E E E WITH D OS&Y OS&Y F G H foot cord and plug for, easy receptacle connection. Power source shall be a ground fault interupter receptacle supplied and installed BUTTERFLY SIZE GATE MODEL OPEN CLOSED NRR GATE BUTTERFLY INSIDE VALVES VALVES SHIPPING VALVES DESCRIPTION in. mm in. I mm in. I mm in. mm in. Imm in, I mm in. I mm in. I mm in. rnm in. mm in. Imm in. I nun in. I mm 12 65 35 18 892 32 1f8 818 0 1118 591 4 114 7 114 184 16 31$ 496 13 7!8 952 11 318 283 8 203 11 279 45914 1 0t$ o o 15L71 4' 3 $0 38118 918 33 838 _ 20118 611 4112 914 7114 184 1$718 479 16618 397 123'8 314 9 203 11 279 46718 99814 385# 100 39 114 972 33114 845 19 716 506 4 1f2 114 8 203 22 314 578 98114 464 114 314 375 9 918 232 11 279 53 3r8 1356 984 B 160 471!4 1200 401/4 1022 25718 667 5112 140 10 254 30118 766 23314 603 19 483 10118 267 1238 314 65318 166168 «105"L 41'W 69"H 200 62 1575 56 1387 38112 978 10 "26 111 279 373kI 969 29114 743 22112 572 111511610 250 645M 1641 58112 1485 38 112 978 10 253 12 305 45 314 1162 96 318 $99 26 1f2 673 135116 33$ 15 3r8 391 94 318 ?398 418 age 1 of <2 SUBMITTAL DATA SHEET Aw (888)345-6675 Fax (501)791-1801 Backflow Enclosures Web: aquashiddendosures.com Email: BFP6 SERIES ENCLOSURE FEATURES • Easy Access • Lockable for Vandal Protection • Freeze Protection (-30F) ASSE 1060-1996 (Class I ll, III) ASSE 1060-2006 (Class H,,111) • No subassembly required • Oversized Drains at Enclosure Grade • Structurally Rigid Insulation • Simple Installation Mounting Hardware Included STANDARDS & CODES° �• ASSE1060 ASTM B209 + OSHA 1910 Product Materials .050 mill. finishedmarine grade.aluminum Polyisocyanurate insulation 1.5" thick (!OAR -value) The backflow enclosure shall be ASSE 1060=1996 (Class I;Il, III) ASSE 1060-2006 (Class 11 III) certified and shall provide freeze and vandal protection for backflow preventers installed outside and above ground. Materials shall be (.050/18 ga.) mill fin- ished aluminum bonded to a unicellular, non -wicking polisocyanurate foam core insulation. Insulation shall be 1.5" thick (RIO) and have a heavy black reinforced fiber each side. Drain shall be insulated and sized to accommodate maximum discharge of the backflow preventer valve and remain closed except during discharge of the backflow valve. The enclosure shall have full access for testing and. servicing of the backflow preventer with strategically placed lockable access panels. Enclosure shall be anchored to a concrete pad within the enclosure with masonry anchors. Heat when required (ASSE 1060-1996 Class 1) shall be a` thermostatically controlled 120V11PH fan forced heater. Heater shall be i:IL or ETL listed and sized to maintain a+400F n1lsiKle the enclosure with an outside temperature of -300 F.Heater shall have a six- foot cord and plug for, easy receptacle connection. Power source shall be a ground fault interupter receptacle supplied and installed by others. Electrical power source shall be installed in accordance with all state and local codes. Tee & Dead Ends MODEL ENCLOSURE INSIDE OUTSIDE CONCRETE PAD SHIPPING NUMBER DESCRIPTION DIMENSIONS DIMENSIONS DIMENSIONS WEIGHT BFP6-IV 2 DOOR PANEL '1021 ' 38',W 56,'H 105"L 41"W 58"H 1171E 53`VV 67 385# BFP6 NS 2 DOOR PANEL 120"L 38'VV 56"H 123"L 41'W 58"H 1351 53VV 67 400# BFPO 2 DOOR PANEL 102"L: 38'111! 671-1 «105"L 41'W 69"H 117"L 53'W 6T 395#' BFP6-OT 2 DOOR PANEL ` 105" 40"VV 78"H 108"L 43'W 80"H 1201 55'W 6T 425# BFP6-OS 2 DOUR"PANEL 1291'38.'VV, 67H 123"l. 41''W '69"H 135"L '537W 67 415#fi BFR6 NA 2 DOOR PANEL ` 64"L 42'W 49'H 671 45'W 50"H 791 6TW 67 350# BFP6-OA 2DOOR PANEL ` 64"L 55'W 48"H 67'L 58'W 50"H 79"1 70'W : 6"T 375# THRUST BLOCKING rlgL J TABLE A CONCRETETHRUST BLOCKING (HORIZONTAL) ;::... ,. .... 7brust (T) at fittings in Pounds A B C D t PIPE DIA. Table Pressure' PSI Tee & Dead Ends 90 deg Send 45 deg: Bend 72.5 deg Bend 11.25 deg Beal 4" 250 3035' 4320 2315 1215 610 6" 250 68W 9735 5215 2720 1375 8" 250 12185 17310 9265 4835 12430 10" 250 19045'27045 w o o0 14480 7560 3800 12" 250 27405 389413 20840 10880 54W 14" 250 37320 53010 28370 148115 7445 16" 254 48740 69245 57050 19360 9735 TABLE B $oil Type Soil Hearing Carey (B) in PSF Muck, peat, etc, 0 Soft Clay 1400 Sand 2aoo Sand and gravel 3400 Send and gravel cemented with clay 4000 Hard shale 77 101000 2020 west 38th St. - No. Little Roc 72118 888 345-6675 - Fax 501 791-1801 r-1 � 1-1 111 I � I' .I I b .p•� I- � 0 4 .,0� ��l �i ';. _lits' a• ., 1- 111 I 1 T — I 11=1I --11 4 i—" TEE CROSS STRADDLE =I ' -" �II"I��I-III—ti11fl ;,IIS BEND CROSS TEE I Stirrup (Typ.) tl. THRUST BLOCK BEARING AREA EQUATION I NOTE: WHEN THRUST BLOCK BEARING AREA IS NOT SPECIFIED ON THE PLANS OR CONVEX WYE � DETERMINED BY THE ENGINEER, USE THE FOLLOWING PROCEDURE TO i DETERMINE REQUIRED BEARING AIDER. VERTICAL BEND 1. Determine thrust (T)for Woof fitting or joint and size of pipe from Table A. ( Table C) 2. Determine Destgni geso Pressure from Standard Specifications or Special Previsions.CALM BOOK Nm _ _ _ ._ . _ - eased as�aATE _ �------ GENERAL NOTES FOR ALL DETAILS: NOTE All rnsawist oral wwknambb shaA t* in accordance whh 3. Daterrrtlne Table Prowure from Table A. 1. ODntraotor to provide blocking adequate to vAtilstantl full fest premre. 1he «arat0"m Slandard ;eons 4. Detwmim Sail Beating Capacity (S) of soil from Table B. 2. Pour concrete blocking agair►st undisturbed earth. 7be setecdw wid use of this OREGON STANDARD DRAWINGS I 5 Determine required bring Area (A) in sq. ft. as follows: 3. AN concrete shall be commerdaf grade concrete. Standard Drawkig, whNe dealgned In ,dame with peneralty Thrust Block = R = STI I resign (Tsat) Pressurett rsdsn9lneedzzg Pies THRUST BLOCKING 1 j 4 Wmp pipe and/or fittings with 2layers of poiyetlVene film where In ' Searing Area Tabu Pressure contact with concrete and practices, is lire sole corlespon- l N Exampt@. Design ('Test) Pressure � 150 PSI From Table A, T = 37320 S. Keep concrete dear of all ) oints and accessories. slbi1hyaftha user and should trot ,2015 � Pipe ='14" From Table 8, B = 2000 be used wr7imui ransuMV a 0 A7 aEvrsron 01130 nm I Fitfing = Tee (3'IM 150 6. Slirru{� shall be deformed galvanized cold rolled steel AASKTO M31 Rel7Jstered Proiasalc�t Dygtnepr Solt = Sand '� 1 20 11 250 w X1:2 sq ft (ASTiU! A615), Grade 60. Coat with coal tar epoxy after Installation. Effective Cate: June 1, 2015 -November Sit, 2015 RD250 � N NOTE 9 170119M N( OVERHEAD 'B' WITH FDC a 8 1 KOHNIMMMIM 10", ABOVE GROUND NOT TO SCALE A= EWEB remote reader and touch pad (provided by EWER). = SUE) standard for remote register (provided by contractor). 1 = APPROVED DETECTOR DOUBLE CHECK ASSEMBLY INCLUDING FACTORY SUPPLIED SHUTOFF VALVES. 1. Detector double check vault or enclosure shall be installed of point of service , or in an alternate location approved by EWEB or SUB for their respective service area, but no more than 10 feet from point of service. 2. detector double check assembly may be installed vertically, provided that the assembly: a) is internally spring loaded (not weighted checks) b) is 4" or smaller c) is recommended by the manufacturer fro vertical installations d) has the normal flow upward 3. All clearances apply to outside and in—building installations. 4. Insulation — freeze protection to be installed and/or heat source to keep enclosure at a minimum temperature of 40•f (NFPA 13-4-5.4.1). 5. Bore—sigthed drain to daylight. 6. Compacted gravel or undisturbed base. 7. a door or other access shall be provided. 8. All assemblies 242" and larger shall have flange supports. 9. All structures to comply with local codes. 10. Fire department pumper connection per local fire code. SUB — Neptune Meter or Badger Meter, cubic foot register with remote register. SHEET C-3.1 of 6 11MAY 2 it 2016 Originai ubrilitt l_ _ A, A, c0 Z CID 10 G0 ilk 1 4. > i 4N C4 I s� 1 It Q0 N r. o E d r 0 m vL N.N �-1 ?-i w o o0 � E rO, V CCS p r—I ® (0 0 00 z 6i� tY1 fY1 0 � CD N = 2 R- SHEET C-3.1 of 6 11MAY 2 it 2016 Originai ubrilitt l_ _ A, A, c0 Z CID 10 G0 1 4. O SHEET C-3.1 of 6 11MAY 2 it 2016 Originai ubrilitt l_ _ 1 0 N O i 4N C4 _J Q0 N CD co m � rO, V N p r,3 tYi tY1 fY1 .tom � O Z Q a Q z o W W I- = > W SHEET C-3.1 of 6 11MAY 2 it 2016 Originai ubrilitt l_ _ 1 0 N i 4N C4 _J � N m V N p r,3 tYi tY1 fY1 ZA � O Z Q a Q z o W W I- = > W W Lc7 W W W W Q a U Cn SHEET C-3.1 of 6 11MAY 2 it 2016 Originai ubrilitt l_ _ 1 0 N i 4N C4 _J � m V I w r,3 ZA 3 O L,J z cn F- SHEET C-3.1 of 6 11MAY 2 it 2016 Originai ubrilitt l_ _ GENERAL NOTES: �;,.kr�,. � ..�5;-. �:.�r�..`�a..�✓�. 1. Hold a pre -construction meeting of project construction personnel that includes the inspector to discuss erosion and _y QQ sediment control measures and construction limits. (Schedule A.8.6.(3)) o 2. All inspections must be made in accordance with DEQ 1200-C permit requirements. V1 3. Inspection logs must be kept in accordance with DEQ's 1200-C permit requirements. PO ccszzzzA� q 4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ, Agent, or the local w o� �o o municipality. During inactive periods of greater than seven (7) consecutive calendar days, retain the ESCP at the W construction site or at another location. (Schedule B.2.a) U� 5. All permit registrants must implement the ESCP. Failure to implement any of the control measures or practices described cY Lo 0 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 z 0 o sediment control regulations. (Schedule A.8.c.ii.(1)(c)) OO 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. (Schedule A.12.c.iii) 8. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of erosion. (Schedule A 8.c.ii.(1)(d)) p 9. Identify, mark, and protect (by fencing off 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 LYl and sensitive areas (e.g., wetlands), and other areas to be preserved, especially in perimeter areas. (Schedule A.8.6.(1) & (2)) 10. 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.7.b.iii(1) and A.7.b.iii(3)) 11. Erosion and sediment control measures including perimeter sediment control must be in place before vegetation is G disturbed and must remain in place and be maintained, repaired, and promptly implemented following procedures established 1 for the duration of construction, including protection for active storm drain inlets and catch basins and appropriate w non-stormwater pollution controls. (Schedule A.7.6 and A.8.c) Q 12. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. (Schedule � A.8.6.(6)) 2' 13. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as grading progresses . and for all roadways including gravel roadways. (Schedule A.8.c.ii.(2)) 14. Establish material and waste storage areas, and other non-stormwater controls. (Schedule A.8.c.i.(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 located onsite, or use an exit tire wash. These BMPs must be in place prior to 3. land -disturbing activities. (Schedule A 7.d.ii.(1) and A.8.c.i(4)) Cd 16. When trucking saturated soils from the site, either use water -tight trucks or drain loads on site. (Schedule A.7.d.ii.(3)) 17. 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, leftover points, solvents, and glues from construction operations. (Schedule A.7.e.i.(2)) 4' 18. Implement the following BMPs when applicable: written spill prevention and response procedures, employee training on w 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 w and supplies. (Sch A 7.e.iii.) 19. Use water, soil -binding agent or other dust control technique as needed to avoid wind-blown soil. (Schedule A 7.b.ii) 20. 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. LAND DRAINAGE AND ALTERATION PLAN FOR PARKLANE MOBILE HOME PARK N.W.1 /4 S.W.1 /4 SEC.32, T.17S. R.2 W.,W.M. TAX LOT: 800 SPRINGFIELD, LANE COUNTY, OREGON ENERAL SITE INFORMATION TYPE OF DEVELOPMENT: COMMERCIAL WITH PRIVATELY OWNED AND MAINTAINED PARKING, WASTEWATER AND STORM DRAINAGE SYSTEMS. CONSTRUCTION ACTIVITY WILL CONSIST OF: - PRIVATE PARKING CURB, ASPHALT PAVING, AND SIDEWALK - PRIVATE WASTEWATER AND STORM DRAINAGE SYSTEMS. - BUILDING CONSTRUCTION PROPOSED CONSTRUCTION SCHEDULE: BEGINNING DATE: JUNE 2016 COMPLETION DATE: OCTOBER 2016 DEVELOPMENT AREAS TOTAL AREA: 3.70 ACRES PERCENT OF SITE DISTURBED = 35.50% CUT = 296 CU. YD. FILL = 241 CU. YD. (Schedule A.9.b.iii) 5. SOIL TYPES ON THIS SITE ARE AWBRIG-URBAN LAND COMPLEX AND OXLEY- 21. if a stormwater treatment system (for example, electro -coagulation, flocculation, filtration, etc.) for sediment or other URBAN LAND COMPLEX. 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) 22. 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) 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 7.e.ii.(2)) 24. Construction activities must avoid or minimize excavation and creation of bare ground during wet weather. (Schedule A.7.a.i) 25. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before fence removal. (Schedule A.9.6) 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.ii) 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.c.iii & iv) 28. 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.i) 29. 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) 30. The entire 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.7.f.i) 31. 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.7.f.ii) 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.iii(2) and A.8.c.iii) SUPPORT POST 10' O.C. - THREE LAYERS MIN. 2"x 2"x 5' DOUGLAS FIR 10 MIL. PLASTIC OR APPROVED EQUAL. STAKE PLASTIC ®1' O.C. INSURE POST IS STABLE AND TO GROUND TO ENCLOSE WASHOUT CAN SUPPORT FENCE. rl'4 NOTE: WASHOUT SHALL BE CLEANED AND REPAIRED AS NECESSARY TO PROTECT AGAINST SPILLS AND LEAKS. SAND BAGS STACKED 2' HIGH. LINE WASHOI WITH THREE LAYERS MI 10 MIL. PLASTIC TO COMPLETELY ENCLOSE WASHOUT CONCRETE WASHOUT DETAIL N.T.S. PROTECTED DOWNSTREAM Curb Inlet sedimentation dam sniam= INLET PROTECTION DETAIL N.T.S. SEDIMENTATION CONTROL FABRIC, AMOCO 2122 OR APPROVED EQUAL. SECURE FABRIC TO POST WITH TIE WIRE AT TOP, BOTTOM, AND CENTER OF POST. DISTURBED GROUND DUE TO ONSITE CONSTRUCTION. BACKFILL BOTTOM 6" OF FABRIC WITH CU "q ( NATIVE TOPSOIL. MINIMIZE DISTURBANCE OF SILT DURING REMOVAL OF FENCE. SEDIMENTATION CONTROL FABRIC TYPE SILT FENCE N.T.S. O CONSTRUCTION NOTES 175. CONSTRUCT CRUSHED ROCK ACCESS PAD. PROVIDE 6" MINIMUM DEPTH 2"-3" CRUSHED ROCK COMPACTED TO 90% MAXIMUM DENSITY. PAD SHALL BE 15' MIN WIDTH BY 100' LONG. 176. CONSTRUCT SEDIMENTATION CONTROL SILT FENCE AS PER DETAIL. 177. INSTALL BIO -BAGS AT CATCH BASIN OPENING, PLACE: BALES AS PER DETAIL. 178. CONSTRUCT CONCRETE WASHOUT AREA. 179. PROTECT EXISTING TREE. i 177 TL 4507 VICINITY MAP NTS LEGEND -0-- EXISTING CURB INLET W/PROTECTION PROPOSED DUAL CHAMBER CATCH BASIN - - W EXISTING CONTOURS PROPOSED DRAINAGE PATTERN t N M COMMERCIAL AVENUE I I I IILJ llM ., TL 7000 I ` NORTH B STREET M LO 4 �awns �'r'11•i L..' 6"ST - M r - L0 9 177 178 TL 700 6364 \ _ \ \ \ \ ' 177 \ TL 601 \ \ ---- ' \ \ i} \ Fi 1t (�D N �..� .,s-Tf�;�T;��. erg �;,.kr�,. � ..�5;-. �:.�r�..`�a..�✓�. P- rn E _y QQ o O 'er c0 V1 N .� PO ccszzzzA� q co w o� �o o O W U) ,E U� Q0 cY Lo 0 O �._.o � M Z W z 0 o (1) OO Cn N �..� .,s-Tf�;�T;��. erg �;,.kr�,. � ..�5;-. �:.�r�..`�a..�✓�. 0 ct N O 'er c0 z cr rwto LU PO ccszzzzA� q co o W -� Q0 SHEET EC -1 of 1 `z Rcxxeiv °mo o MAY 2 4coriginai z 3wK� 0 ct O co o -� Q0 Cd (1) OO M N p N 0� LYl Q) bn Q) w Q Q ►s -i � � . Cd Q, SHEET EC -1 of 1 `z Rcxxeiv °mo o MAY 2 4coriginai z 3wK� 0 co N 01 M N p N 0� LYl A7 ri Z w Q Q Q W w a w w w Qa � wr4' W U tU) SHEET EC -1 of 1 `z Rcxxeiv °mo o MAY 2 4coriginai z 3wK� O N M N Z O > cn �? N SHEET EC -1 of 1 `z Rcxxeiv °mo o MAY 2 4coriginai z 3wK� I I I I I I ROW "A" II I II I II ( II I I { { I _ I I � I I 34 NADF I III ! I { i { { I ZSVG III III q" O.G. r . C I FU i 12" O.G. 25 RFG i i 15" O.G. 40 NAK 45" O.G. 28 VID II MULCH 12 PEAR _ ,, � �"r A5 5PECIFIED (2" 6 ICC ly 11. 12 NADF II NAD Ilifnlllm� \��„UJ(IH ItrlPCfil.ill�tlllfl(11111'6'lll!llJllil!IllllllYl { 25 ICC 1J1+111II111,ItlHiilLIAIII[flMlllllllllllll ����� matching, full 9 NADF • 1L kNITH 1 FROA { { 35 PLO i { I 3 AUC II { I ;��-�r���-.fir-� •tri =f`7�� '•7���0�_-'�f'11r11(BELOY4 1 FROA II I W- .NNOR 5CARIFIED 5U5 19 NADF { I II1 I FROA II I) I I = N a 3 AUC (I II ' I I I II 1 FROA it I I I 15 NADF II I { II I{ { 1 FROA { I 3 AUC „ FRI VA I L' SMELT .H F 24 NADF 1 CECF ■ mos%11 NADF' Doiei�iei ,,.-'�. F,low,, - M-90 CIA I a kJ 1111 1: F 110714 II ROW "A" O• 3" O.G. I� 34 NADF I 15.6" 6" O.G. { i { { 24" O.G. 20.5" q" O.G. II II II . C I FU i 12" O.G. 10.4" i II 2 AUC 15" O.G. I 45" O.G. 28 VID II MULCH . C { F1LM ' A5 5PECIFIED (2" Otto Lu ken English Laurel I 12 NADF II NAD Ilifnlllm� \��„UJ(IH ItrlPCfil.ill�tlllfl(11111'6'lll!llJllil!IllllllYl { David Viburnum 1J1+111II111,ItlHiilLIAIII[flMlllllllllllll ����� matching, full • 1L kNITH { � o 8 PEAR �- o cc E COMPACTED ;��-�r���-.fir-� •tri =f`7�� '•7���0�_-'�f'11r11(BELOY4 -.• T BALLS ONLY) a W- .NNOR 5CARIFIED 5U5 Mzw� zo 15 - Y 1 FROA 27 RFP I�,irl FROA 14 NAD I VID 3 AUC 6 VID 19 RFG 30 NAK a 1 ZSVG A I � I � 1 I I � � 0 I I 8 PEAH I 1 FROA ----4--FROA--- ------ 19 RF G 6 VID 3AUC 4 PLO 9 NADF 3 AUC 5 PLO 30 NAK NORTH A STREET 2 x ROOTBALL DIAMETER - MIN. TYPICAL SHRUB PLANTING SECTION SCALE: 1/2" = 1'-0" Ji' SOIL PREPERATION STORMWATER SWALE (AS REQUIRED BY THE CITY OF SPRINGFIELD) 1. THE BASE OF THE STORMWATER PLANTER SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FOC IN THE CONSTRUCTED MEDIUM MUST BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. 2. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE PLANTER WILL BE AT LEAST 24 INCHES THICK. PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 1$" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF SANDY LOAM TOPSOIL OVER TILLED SUBGRADE. ADD 4" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM. 4. PROVIDE 3" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BEDS. 5. PROVIDED "SPADED EDGE" TO SEPARATE LAWNS AND PLANT BEDS. PLANT MATERIAL 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. 2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SEEDING STORMWATER SWALE 1. SEEDMIX- SUNMARK NATIVE WATER QUALITY MIX (503-241-7333) 2. APPLY SEED AT RATES SPECIFIED BY MANUFACTURER. 3. CONTRACTOR RESPONSIBLE FOR MAINTAINING SEEDED AREA THROUGH ESTABLISHMENT. 4. RE -SEED ANY AREAS AS NECESSARY TO ACHIEVE FULL HEALTHY TURF. TREE PROTECTION 1. PROTECT ROOT ZONE OF EXISTING TREES TO REMAIN. 2. CUT NO ROOT LARGER THAN 2" WITHOUT APPROVAL BY LANDSCAPE ARCHITECT. 3. PROVIDE PROTECTIVE FENCING AT EDGE OF CRITICAL ROOT ZONE OF EXISTING TREES TO REMAIN. IRRIGATION SYSTEM DESCRIPTION 1. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE, 2. SYSTEM WILL PROVIDE SEPARATE ZONES FOR LAWN AND SHRUB AREAS, 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 4. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. 5. MAIN LINE WILL HAVE MANUAL DRAIN VALVES. 6. SYSTEM WILL BE OPERATED AUTOMATICALLY. 7. SYSTEM WILL BE SUFFICIENT TO INSURE ESTABLISHMENT OF STORMWATER TREATMENT AREA PLANTINGS PRIOR TO INTRODUCTION OF STORMWATER FLOWS. ADJACENT BUILDING OR EDGE OF PLANT BED N d SPACING "D" ROW "A" SPACING "D" ROW "A" 3" O.G. 2.6" 18" O.G. 15.6" 6" O.G. 5.2" 24" O.G. 20.5" q" O.G. 1.8" 30" O.G. -• 12" O.G. 10.4" AND BURLAP ENTIREROOT 5ALL � F • 15" O.G. 13.0" 45" O.G. 41.5" MULCH DIA61RAM 69 A5 5PECIFIED (2" Otto Lu ken English Laurel 15 gal. CLEAR AT TRUN NAD Ilifnlllm� \��„UJ(IH ItrlPCfil.ill�tlllfl(11111'6'lll!llJllil!IllllllYl Viburnum davidii David Viburnum 1J1+111II111,ItlHiilLIAIII[flMlllllllllllll ����� matching, full • 1L kNITH - FERTILIZER � o AND AMENDMENT5 �- o cc E COMPACTED ;��-�r���-.fir-� •tri =f`7�� '•7���0�_-'�f'11r11(BELOY4 -.• T BALLS ONLY) O_ W- .NNOR 5CARIFIED 5U5 2 x ROOTBALL DIAMETER - MIN. TYPICAL SHRUB PLANTING SECTION SCALE: 1/2" = 1'-0" Ji' SOIL PREPERATION STORMWATER SWALE (AS REQUIRED BY THE CITY OF SPRINGFIELD) 1. THE BASE OF THE STORMWATER PLANTER SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FOC IN THE CONSTRUCTED MEDIUM MUST BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. 2. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE PLANTER WILL BE AT LEAST 24 INCHES THICK. PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 1$" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF SANDY LOAM TOPSOIL OVER TILLED SUBGRADE. ADD 4" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM. 4. PROVIDE 3" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BEDS. 5. PROVIDED "SPADED EDGE" TO SEPARATE LAWNS AND PLANT BEDS. PLANT MATERIAL 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. 2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. SEEDING STORMWATER SWALE 1. SEEDMIX- SUNMARK NATIVE WATER QUALITY MIX (503-241-7333) 2. APPLY SEED AT RATES SPECIFIED BY MANUFACTURER. 3. CONTRACTOR RESPONSIBLE FOR MAINTAINING SEEDED AREA THROUGH ESTABLISHMENT. 4. RE -SEED ANY AREAS AS NECESSARY TO ACHIEVE FULL HEALTHY TURF. TREE PROTECTION 1. PROTECT ROOT ZONE OF EXISTING TREES TO REMAIN. 2. CUT NO ROOT LARGER THAN 2" WITHOUT APPROVAL BY LANDSCAPE ARCHITECT. 3. PROVIDE PROTECTIVE FENCING AT EDGE OF CRITICAL ROOT ZONE OF EXISTING TREES TO REMAIN. IRRIGATION SYSTEM DESCRIPTION 1. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE, 2. SYSTEM WILL PROVIDE SEPARATE ZONES FOR LAWN AND SHRUB AREAS, 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 4. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. 5. MAIN LINE WILL HAVE MANUAL DRAIN VALVES. 6. SYSTEM WILL BE OPERATED AUTOMATICALLY. 7. SYSTEM WILL BE SUFFICIENT TO INSURE ESTABLISHMENT OF STORMWATER TREATMENT AREA PLANTINGS PRIOR TO INTRODUCTION OF STORMWATER FLOWS. ADJACENT BUILDING OR EDGE OF PLANT BED N d SPACING "D" ROW "A" SPACING "D" ROW "A" 3" O.G. 2.6" 18" O.G. 15.6" 6" O.G. 5.2" 24" O.G. 20.5" q" O.G. 1.8" 30" O.G. 26.0" 12" O.G. 10.4" 36" O.G. 30.0" 15" O.G. 13.0" 45" O.G. 41.5" GROUNDCOVER 5FACIING DIA61RAM PLAN NT5 S d c GUY WIRE 5TAKE5 A5 SPECIFIED - EVENLY 5PACED (2) EACH ORNAMENTAL/CONIFER TREE (5) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH A5 SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING SOIL 51,15 GRADE COMPACTED TOPSOIL (BELOW ROOT 5ALL5 ONLY) NOTE MARK NORTH SIDE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. ��)l TREE PLANTING AT PARKING AREA5 5ECTION SCALE: 1/2" = 1'-0" PLANT SCHEDULE . C KEY QTY. BOTANICAL NAME-TCOMMON NAME MIN. SIZE COMMENTS TREES ACRR 4 Acer rubrum 'Red Sunset' Red Sunset Maple 2" cal. Matching, limbed up to approx. 6 ft. CECF 4 Cercis canadens€s'Forest Pansy' Forest Pansy Redbud 8' ht. single stem, B&B, matching, full FROA 10 Fraxinus oxycarpa'Auraeafolia' Golden Desert Ash 2" cal. Matching, full, B&B ZSVG 4 Zelkova serrata 'Village Green' Japanese Zelkova 2" cal. Matching, limbed up to approx. 6 ft. SHRUBS AUC 21 Arbutus unedo 'Compacta' Strawberry Tree 5 gal. matching, full E LIAC 27 Euonymus alata'Compacta' Compact Burning Bush 5 gal matching, full ICC 31 1Ilex crenata 'Convexa' Convex Leaf Japanese Holly 3 gal. matching, full NADF 204 Nandina domestics 'Fire Power Fire Power Nandina 1 gal. matching, full FILO 69 Prunus laurocerasus'Otto Lu ken' Otto Lu ken English Laurel 15 gal. matching, full NAD 41 Viburnum davidii David Viburnum 13 gal, matching, full GROUNDCOVERS, PERENNIALS, GRASSES AND BULBS -NAK 154 Narcissus'King Alfred' King Alfred Daffodil bulb large PEAH 43 Pennisetum alopercuroides'Hammein' Hameln Fountain Grass 2 gal. matching, full RFG 190 1 Rudbeckia fulgida 'Goldsturm' Goldsturm Black -Eyed Susan 1 gal. 15" D.C. EXISTING TREES • SHADE TREES 0 ORNAMENTAL TREES 0 5 10 20 40 80 SCALE: 1 "=20'-0" 1 J (/0 19 q {� Z( U - GbOZ(o p CGU'1, 4 e/w DA,Vt M�1 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com 9 A • �1 r David herty E --r ' GON �W o��AE Ag�~ Q Civil. Engineer GROUNDCOVER NADF-TYP PERENNIALS RFG -TYP ` SEEDMIX AT STORMWATER SWALE SHRUBS 1 J (/0 19 q {� Z( U - GbOZ(o p CGU'1, 4 e/w DA,Vt M�1 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com 9 A • �1 r David herty E --r ' GON �W o��AE Ag�~ Q Civil. Engineer W c E 0 O = O �U co CL U Date: 05/20/16 Drawn By: LS Checked By: DJD Submission: Site Development Plan Revisions 0 no DLA INC. COPYRIGHT 2011 MAY _.;.; non l ; v7 '' 0� o � N � Cf) C =3 - � LL1 48 o .- � o O �- o cc E cc W�N O_ Mzw� zo � O U = N a W c E 0 O = O �U co CL U Date: 05/20/16 Drawn By: LS Checked By: DJD Submission: Site Development Plan Revisions 0 no DLA INC. COPYRIGHT 2011 MAY _.;.; non l ; Type A Pole Lighti{ SEE QIP C - L PCLL Reynolds FRIENDLY rmtoNIGHTTIME PRODUCT O V E R V I E W Features: OPTICAL Same Light: Performance is comparable to 70-20OW HPS roadway luminaires. White Light: Correlated color temperature - standard 4000K, 70 CRI minimum or optional 5000K, 70 CRI minimum. Unique IP66 rated LED light engines provided 0% uptight and restrict backlight to within sidewalk depth, providing optimal application coverage and optimal pole spacing. Available in Type 11, 111, IV, and V roadway distributions. ELECTRICAL Expected Life: LED light engines are rated >100,000 hours at 25°C, L70. Electronic driver has an expected life of 100,000 hours at a 25°C ambient. Lower Energy: Saves an expected of 40-60% over comparable HID luminaires. Robust Surge Protection: Three different sur a rotect#ono tions ravide a U p p p minimum of IEEE/ANSI C62.41 Category C (10kV/5kA) protection. Applications: MECHANICAL (Blank) Includes standard AEL lineman -friendly features such as tool -less entry, 3 Roadways station terminal block and quick disconnects. Bubble level located inside the Off ramps electrical compartment for easily leveling at installation. Residential streets Optics Parking lots Rugged die-cast aluminum housing and door are polyester powder -coated MUOLT Multi -volt, 120-277V for durability and corrosion resistance, Rigorous five -stage pre -treating Roadway and painting process yields a finish that achieves a scribe creepage rating 347 347V of 8 (per ASTM D1654) after over 1000 hours exposure to salt fog chamber Gray (Standard) o erated per ASTM B117.0 Optional Enhanced Corrosion Resistant fin' (p p ) p n finish (CR) •A increases the salt spray exposure over 5000 hours. BK Mast arm mount is adjustable for arms from 1-1/4" to 2" (1-5/8" to 2-3/8" O.D.) AMi EPA diameter. Provides a 3G vibration rating per ANSI C136.31 4 Not available with DM or ML options. Wildlife shield is cast into the housing (not a separate piece). NR CONTROLS 5 Not available with A0, DM, P5 or P7 NEMA 3 pin photocontrol receptacle is standard, with the Acuity designed DIMENSIONS ANSI standard 5 pin and 7 pin receptacles optionally available. i 1 e 1 e i i i OM �1! ! 1 1 i. !• 1 ! !! ! 1 t! !! !! 1! STANDARDS - -- DesignLights Consortium® (DLC) qualified product. Not all versions of this 12 product may be DLC qualified. Please check the DLC Qualified Products List at 31 www.designlights.org/QPLto confirm which versions are qualified. "' Rated for -40°C to 40oC ambient Effective Projected Area (EPA): The EPA for the ATBO is 0.76 sq. ft. Approx. wt =14 lbs. CSA Certified t0 U.S. and Canadian standards Solid State Long Life Photocontrol Complies with ANSI: C136.2, C136.10, C136.14, C136.31, 0136.15, C136.37 ILI SPD with Indicator Light SH Shorting Cap 18 Terminal Block Packaging 66 150 (Blank) Terminal Block (Standard) (Blank} Single Unit (Standard) 4 T2 Wired to L1 & L2 Positions �p Job Pack (42/Pallet} 4.4 !! !/-Not 200 19.3 14.3 BL External Bubble Level 4 BG18 16 CR Enhanced Corrosion Resistant Finish 4.1 6.7 66 HS House -Side Shield 7.4 5.5 3.0 NL Nema Label 16 20 __ XL Not CSA Certified 66 150 INS 10,2 7.6 4.1 4 BG20 � 20 52 4.6 7.3 66 200 16.2 12,6 10.1 6.7 ■� BH2O - 22 1■��� 4.1 6.7 66 - - � -� 9.0 6.5 %ice iLi„ 4 B022 18 22 46 4.4 7.1 66 150 12.4 91.0 6.6 3.3 4 OG22 20 24 46 4.1 6.7 le !i ii li 4,1 �- it yI ! , I_. W! � 20 ' ill Wll ) 4.4 7.1 66 150 III (�'� 1 f,l ■Irl - � �---�--, ! �i � !1 4 BG24 20 rr 62 4.6 7.3 66 200 11.2 8.6 6.8 4.5 4 SH24 25 30 71 4,5 8.2 ■I�'EM 100 6.2 4.7 oil 2.2 5 8530 25 30 98 4.7 8.4 78 200 14.5 11.2 8.9 5.9 5 BH30 25 30 132 4.9 8.5 78 300 20.1 15.7 12,5 8.2 5 BX30 25 30 159 6.4 10.3 78 300 23.2 18.2 14.3 9.0 5 8830 25 30 187 6.6 10.4 78 ! e ir;t� 11I L1 i e ME 13.6 5 1 ! 30 35 82 I 1 ► �I�i 78 100 ` - f 111 1 t( L--!•- - -_-. � = - - ! 35 116 ! i 1 1 ! ! ! ! li� i - _•W i--� 3.8 5 SH35 30 35 153 4.9 8,5 78 300 14.8 11.4 9.0 5.6 5 BX35 30 35 186 6.4 11.0 78 300 19.7 16.2 11.7 7.1 5 8835 30 35 218 6.6 11.1 78 300 28.7 22.4 17.4 11,.0 5 BC35 30 35 266 6.9 11.3 eee 300 37.4 1 e_ it 5 _ 35 41 154 f . ! .I o ..� �� 8.1 6,0 3,9 1.3 6 BA41 !! ie !! 6.4 11.8 90 300 14.3 10.8 7.8 4.0 6 BB41 r■e til IN --� 6.6 11.9 90 300 21.8 16.6 12.5 7.2 Illllllll��ll BC41 35 41 311 - 12.0 90 300 29.0 22.1 17.5 10.3 6 ���-_ 40 47 ! e u 11 102 ! ! e 1 4.3 2,4 -- L.�r7�lL.ri��lunull) BA47 40 47 �" 6,4 iiiAl:�■11 102 Ri IIIIIIIII��"-- 8,8 6.0 2.5 7 B847 40 47 292 11.9 102 300 19.2 14.1 10.4 5.4 7 BC47 40 47 357 6.9 12.0 102 300 25.8 19.3 14,5 -_� - -1 --- i ! !► 11 i i ! ■il .0 ■ 0.�������� iifil- ►r ire WiiL r- 111°�■ _ ■��11■111 (■ ■) 11 11 !! . I � oil ■ Ill I tltnllnl----- - W -.--� ME ! 1 11 11 1 e Us i ! ! � �\� - ! !i !i !! i IN 1 1 E����� t» l((�LI� ■■I -._ i�illl■I�■ - - �� 'I �_ �I' ! e 1► !i i ! i 1 + 1 ! 1��� ! ii lllllllll rll■ �i Rel' !.i■� _ f =. Vii" � ■� _ !i 11lI ie ee 1► . i .i I I■1 11x1 I■( '.■ Irl1 ■� Ir; I�� � - 2 01UKir�i 'i�i j '"_ - 01 • --=-- ---.-J i :111■ r ���! ,� ._ e i �=--'� ' i 1 a l� W 1 1 ■ 1! r ,,.esu !! !e !1 11 !! i i 11 !1 !! i►/ 1i it 1.7 ! 0.3 1.0 44, e' NORTHA STREET i i 0.0 1/ 0.0--- J Type A Pole Lighti{ SEE QIP C - L PCLL Reynolds FRIENDLY rmtoNIGHTTIME PRODUCT O V E R V I E W Features: OPTICAL Same Light: Performance is comparable to 70-20OW HPS roadway luminaires. White Light: Correlated color temperature - standard 4000K, 70 CRI minimum or optional 5000K, 70 CRI minimum. Unique IP66 rated LED light engines provided 0% uptight and restrict backlight to within sidewalk depth, providing optimal application coverage and optimal pole spacing. Available in Type 11, 111, IV, and V roadway distributions. ELECTRICAL Expected Life: LED light engines are rated >100,000 hours at 25°C, L70. Electronic driver has an expected life of 100,000 hours at a 25°C ambient. Lower Energy: Saves an expected of 40-60% over comparable HID luminaires. Robust Surge Protection: Three different sur a rotect#ono tions ravide a Nae: Specifications subjectto change without notice. Actual performance may differ as a result of end-userenvironment arid application. 02014-2015 Acuity Brands Lighting, Inc. 02/24/15 CAmerican Electric Lighting Autobahn Series ATBO Roadway Lighting Example: ATBO 30LEDEIO MVOLT R2 ATBO U p p p minimum of IEEE/ANSI C62.41 Category C (10kV/5kA) protection. Applications: MECHANICAL (Blank) Includes standard AEL lineman -friendly features such as tool -less entry, 3 Roadways station terminal block and quick disconnects. Bubble level located inside the Off ramps electrical compartment for easily leveling at installation. Residential streets Optics Parking lots Rugged die-cast aluminum housing and door are polyester powder -coated MUOLT Multi -volt, 120-277V for durability and corrosion resistance, Rigorous five -stage pre -treating Roadway and painting process yields a finish that achieves a scribe creepage rating 347 347V of 8 (per ASTM D1654) after over 1000 hours exposure to salt fog chamber Gray (Standard) o erated per ASTM B117.0 Optional Enhanced Corrosion Resistant fin' (p p ) p n finish (CR) 480 480V increases the salt spray exposure over 5000 hours. BK Mast arm mount is adjustable for arms from 1-1/4" to 2" (1-5/8" to 2-3/8" O.D.) AMi EPA diameter. Provides a 3G vibration rating per ANSI C136.31 4 Not available with DM or ML options. Wildlife shield is cast into the housing (not a separate piece). NR CONTROLS 5 Not available with A0, DM, P5 or P7 NEMA 3 pin photocontrol receptacle is standard, with the Acuity designed DIMENSIONS ANSI standard 5 pin and 7 pin receptacles optionally available. Field Adjustable Output Premium solid state locking style photocontrol - PCSS (10 year rated life) GI Extreme long life solid state locking style photocontrol - PCLL (20 year rated OM life), 6 Dimming Schedule and light level Multi level dimming available to provide scheduled dimming as specified by - --t the customer, {Controls by others) information required from the customer q Optional onboard Adjustable Output module allows the light output and input te•, wattage to be modified to meet site specific requirements, and also can allow in order to configure product. Contact a single fixture to be flexibly applied in many different applications. Acuity SPD with inductive STANDARDS - -- DesignLights Consortium® (DLC) qualified product. Not all versions of this 12 product may be DLC qualified. Please check the DLC Qualified Products List at 31 www.designlights.org/QPLto confirm which versions are qualified. "' Rated for -40°C to 40oC ambient Effective Projected Area (EPA): The EPA for the ATBO is 0.76 sq. ft. Approx. wt =14 lbs. CSA Certified t0 U.S. and Canadian standards Solid State Long Life Photocontrol Complies with ANSI: C136.2, C136.10, C136.14, C136.31, 0136.15, C136.37 Nae: Specifications subjectto change without notice. Actual performance may differ as a result of end-userenvironment arid application. 02014-2015 Acuity Brands Lighting, Inc. 02/24/15 CAmerican Electric Lighting Autobahn Series ATBO Roadway Lighting Example: ATBO 30LEDEIO MVOLT R2 ATBO 30BLEDE70 MVOLT R4 (Blank) 4000K CGT, 70 CRI Min. (Standard) (Blank) 3 Pin NEMA Photocontrol F Performance Packages Voltage Series- Optics ATBO Autobahn LED 20BLEDE531 20B Chips, 525mA Driver MUOLT Multi -volt, 120-277V R2 Roadway Type ll Roadway 20BLEDE70 20B Chips, 700mA Driver 347 347V R3 Roadway Type Ill Gray (Standard) 20BLEDE10 20B Chips,1050mA Driver 480 480V R4 Roadway Type IV BK 20BLEDE13 20B Chips, 1300 ADAv AMi EPA R5 RoadwayTypeV 4 Not available with DM or ML options. 30BLEDE70 30B Chips, 700mA Driver NR No Photocontrol Receptacle 5 Not available with A0, DM, P5 or P7 30BLEDE85 30B Chips, 850mA Driver Dark Bronze AOI Field Adjustable Output 30BLEDE10 30B Chips,1050mA Driver GI Graphite OM 30BLEDE13 30B Chips,1300mA Driver 6 Dimming Schedule and light level WH BZ AO PCLL {Controls by others) information required from the customer q Color Temperature (CCT) Controls Pole Notes (Blank) 4000K CGT, 70 CRI Min. (Standard) (Blank) 3 Pin NEMA Photocontrol 1 20BLEDE53 not compatible with the 5K 5000K CCT, 70 CRI Min. Total Receptacle (Standard) following options: P5, P7, AO, DM, ML. Paint -^ 120 P53 5 Pin Photocontrol Receptacle 2 Not available in 347 or 48OV. (Blank) Gray (Standard) P73 (Dimmable Driver Included) 7 Pin Photocontrol Receptacle 3 Not available with AD, DM, ML options. BK Black AMi EPA (Dimmable Driver Included) 4 Not available with DM or ML options. [BZ Bronze NR No Photocontrol Receptacle 5 Not available with A0, DM, P5 or P7 DDB Dark Bronze AOI Field Adjustable Output options. GI Graphite OM OV -10V Dimmable Driver 6 Dimming Schedule and light level WH White 15 {Controls by others) information required from the customer q Surge Protection li Multi -Level Dimming in order to configure product. Contact Blank Acuity SPD with inductive PCSS Solid State Lighting Infrastructure Technical Support to 12 filter circuit {Standard) 31 Photocontrol (120-277V) proceed. MP Z MOV Pack PCLL Solid State Long Life Photocontrol 12,8 ILI SPD with Indicator Light SH Shorting Cap 18 Terminal Block Packaging 66 150 (Blank) Terminal Block (Standard) (Blank} Single Unit (Standard) 4 T2 Wired to L1 & L2 Positions �p Job Pack (42/Pallet} 4.4 Misc. 66 200 19.3 14.3 BL External Bubble Level 4 BG18 16 CR Enhanced Corrosion Resistant Finish 4.1 6.7 66 HS House -Side Shield 7.4 5.5 3.0 NL Nema Label 16 20 42 XL Not CSA Certified 66 150 13.8 Note: Specifications subject to change without notice. Actual performance may differ as a result at end-user environment and application A& 011110 American Warranty Five-year limited warranty. Complete warranty terms located at: s�wv-4cu' brands.com/CustomerRe r az am n _ sou c,.1T, , s a d cnnditians.as x IM L Electric _�!11r_.___._..._..�__ _. ___ _ Actual performance may differ s - Lighting� p y a a result of end user environment and application. AEL Headquarters, 3825 Columbus Road, Granville, OH 43023All value aredesign r typical values measured under laboratory ryconditions at 25 °C. www.americanelectrictighting.com Specifications subject to change without notice. 0 2014.2015 Acuity Brands Lighting, Inc. All Rights Reserved. 02124/15 Please contact your sates representative for the latest product information. Round. Tapered Composite Tuff -Poles' COMPOSITE BA, BB, BC, BD, BG, BH, BO, BS, and BX Series, Direct Burial Base TUFF -100M Tenon Top or Capped Nominal Mounting Shaft Pole POLE DIAMETER Standard Handhole Location SUGGESTED MAXIMUM TOTAL LOADING Suggested Burial BASIC 4,1 Shaft Shaft Total so MPH 90 MPH 100 MPH -^ 120 Height Length Weight Top Base from Base Weight EPA' EPA* EPA* AMi EPA Depth CATALOG 3 (ft.) (ft.) (lbs.) (in.) (in.) (in.) {lbs.} (Sq, ft.) (sq. ft,} (so. ft.} (sq, ft.) (ft.) Ntlh10ER Comment Direct Burial. Base, Series BA, BB, BC, BD, BG, BH, and BS, Tenon Top or Gapped 8 11 21 4,1 5.5 54 150 23.4 18.1 14.4 9,5 3 8011 10 13 24 4.1 5.8 54 150 19.0 14.6 11.4 7.3 3 B013 10 13 27 4.4 6.2 54 200 26.1 20.1 15.7 10.1 3 BG13 12 15 28 4.1 6.1 54 150 16.0 12.1 9.3 5.7 3 8015 12 15 31 4.4 6.6 54 200 22.0 16.7 12,8 7.9 3 BG15 14 18 34 4.1 6.5 66 150 14.0 10;4 79 4.6 4 B01S' 14 18 38 4.4 6.9 66 200 19.3 14.3 10.9 6.3 4 BG18 16 20 38 4.1 6.7 66 100 10.0 7.4 5.5 3.0 4 8020 16 20 42 4.4 7.1 66 150 13.8 10,2 7.6 4.1 4 BG20 16 20 52 4.6 7.3 66 200 16.2 12,6 10.1 6.7 4 BH2O 18 22 42 4.1 6.7 66 100 9.0 6.5 4.8 2.4 4 B022 18 22 46 4.4 7.1 66 150 12.4 91.0 6.6 3.3 4 OG22 20 24 46 4.1 6.7 66 100 8.2 5.8 4,1 1.9 4 8024 20 24 50 4.4 7.1 66 150 10,4 8.0 5.6 2.6 4 BG24 20 24 62 4.6 7.3 66 200 11.2 8.6 6.8 4.5 4 SH24 25 30 71 4,5 8.2 78 100 6.2 4.7 3.6 2.2 5 8530 25 30 98 4.7 8.4 78 200 14.5 11.2 8.9 5.9 5 BH30 25 30 132 4.9 8.5 78 300 20.1 15.7 12,5 8.2 5 BX30 25 30 159 6.4 10.3 78 300 23.2 18.2 14.3 9.0 5 8830 25 30 187 6.6 10.4 78 300 33.5 26,2 20.8 13.6 5 SC30 30 35 82 4.5 8.3 78 100 3.7 2.6 1.9 0.8 5 BS35 30 35 116 4.7 8.4 78 200 10.5 8.0 6.2 3.8 5 SH35 30 35 153 4.9 8,5 78 300 14.8 11.4 9.0 5.6 5 BX35 30 35 186 6.4 11.0 78 300 19.7 16.2 11.7 7.1 5 8835 30 35 218 6.6 11.1 78 300 28.7 22.4 17.4 11,.0 5 BC35 30 35 266 6.9 11.3 78 300 37.4 29,1 22.9 14.8 5 BD35 35 41 154 6.2 11.7 90 300 8.1 6,0 3,9 1.3 6 BA41 35 41 218 6.4 11.8 90 300 14.3 10.8 7.8 4.0 6 BB41 35 41 156 6.6 11.9 90 300 21.8 16.6 12.5 7.2 6 BC41 35 41 311 6.9 12.0 90 300 29.0 22.1 17.5 10.3 6 BD41 40 47 176 6.2 11.7 102 300 6.4 4.3 2,4 -- 7 BA47 40 47 249 6,4 11.8 102 300 12.2 8,8 6.0 2.5 7 B847 40 47 292 6.6 11.9 102 300 19.2 14.1 10.4 5.4 7 BC47 40 47 357 6.9 12.0 102 300 25.8 19.3 14,5 6.3 7 BD47 • Standard handhole: 2V x 5" ovat. Atl handhote covers are potyuret#lane coated to match pote cotor. 0 EPA ratings are the same for capped or tenon top potes. ■ Poles can be predrilled for batt -on side mount fixture(sj, arras, brackets, etc. S All poles are individuatty wrapped for shipment. "All EPA recommendations are based on poles with handhotes, and include a 30% gust factor for all wind speeds, inctuding 120 mph. [ Shakespeare Composite Structures * Round Tapered Tuff-PotesO o Page 23 ] -tyPu0- 0002 5+e. Plax\ �z2vi eu� Uctn �f euj MAY 2 4 2016 n W E O� 3Z O cy) O .C: CCL VJ CLQ S4"$ OF 0 .,f f DRAWN BY: TP CHECKED BY: DATE: 5.13.2016 SCALE: FILE NAME: REVISIONS: O 1/4 3/4 T/2 I l l l l l l E 1