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Plan, Tentative APPLICANT 5/15/2020
WEYERHAEUSER NR COMPANY SPRINGFIELD-WTL REGIONAL OFFICE 5000 FRANKLIN BLVD Springfield, OR 97403 Tax Map: 18-03-03-14, LOTS 500 AND 700 Tax Map: 18-03-03-40, LOT 1200 VICINITY MAP NTS 1) PROJECT DIRECTORY APPLICANT / TENANT WEYERHAEUSER NR COMPANY 220OCCIDENTAL AVENUE "5" SEATTLE, WA 98194 (296)5394352 CONTACT: SAMANTHA TURNER samantha.tumer@weyerhaeuser. com OWNER / DEVELOPER WILDISH INDUSTRIAL DEVELOPMENT CORP. P.O. BOX 40310 EUGENE, OREGON 97404 (541)683-7766 CONTACT: STEVE WILDISH Aevm@ Wldish. cm PLANNER/LANDSCAPE ARCHITECT THE SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS& ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 291 EUGENE, OREGON 97491 (541)686-4549 CONTACT: RICK SATRE rick@mIregro p.cem SURVEYOR BRANCH ENGINEERING, INC. 3195TH STREET SPRINGFIELD, OREGON 97477 (541) 746 9637 CONTACT: RENEECLOUGH renee@SranchEngineerimg.com CIVIL ENGINEER BRANCH ENGINEERING, INC. 3195TH STREET SPRINGFIELD, OREGON 97477 (541) 746 9637 CONTACT: RENEECLOUGH renee@SranchEngineerimg.com ARCHITECT VARRONE ARCHITECTURE AND INTERIOR DESIGN, LLC. 231 2ND AVENUE ALBANY, OREGON 97321 (541)4972954 CONTACT: SILIASEQUEIRA silia@varitanearrhitedure.can SCHEDULE OF DRAWINGS LANDSCAPE PLANS Li .O COVER SHEET L2.0 SITE ASSESSMENT OF EXISTING CONDITIONS L3.0 SITE PLAN 13.1 FUTURE SITE PLAN (AFTER ROUNDABOUT) 14.0 LAYOUT PLAN (N.I.C.) 15.0 LIGHTING PLAN L6.0 IRRIGATION PLAN (N.I.C.) L7.0 PLANTING PLAN L8.0 DETAILS- FENCING AND FIXTURES 18.1 DETAILS - SITE LIGHTING L8.2 DETAILS -HAR DSCAPE L8.3 DETAILS-HARDSCAPE 18.4 DETAILS- IRRIGATION AND PLANTING CIVIL PLANS SEE SUBMITTAL ARCHITECTURE PLANS SEE SUBMITTAL LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 05.15.2020 OMNI 1—ftaa 61 Ar i + LANBSCAPEARCHITECTS + GROUPTHE SATRE wo�i9 V:- r w uwos IL � v 7 poiQ m U, 3w C7 � o Y 0�wyw o5m:oa W y U WVi�d�� N.�QQ� N pydy3p� ��F3iop W 5 w O e w 84�'��'® a D i10 RE E" '*0N �w 5 "~ z Q c� C U W U W O 2 UjZ Q fn N(7 WILL ❑- J Lu 0 0 J J Lu W W O � Z Z U Www a a rn rn Remsions tt Date O .ptim 3 rcJ Ef � m a O C N Y O A a D U O a L1.0 m I 1 10' ODSLOPE EASEMENT RE \\\ I REEL 283D INST 39389 \ ` I I R 2001 f v �1 4 )E— E)^^ ° w R 1700 4$ 0(3 `J(3)-0(3 9L�--W O-0(3}��`00)f)(3)--9 3 3 `9(3) o(3)y�9(3) `_ ) 9(3) �O(3)� JI � 1 5695729w .22 )20.00' x 20.00• US WEST— 7 PUE 10'ODIPT SL�.P.E SEME T\\\COMMUNICATIONS EASEMENT IFEELD 11 ST 3361 VN II I w _� �/' \ ( (E)G f of G II w N I . 600 I U 6 C K2.92306 1 �I•�^ 1\ w 5'44 R4`F! WOODT SLQPE EASEMENT II I w R 278D INST 30329 44$21 APPROX. LOCATION OF 3' I I \ EDGE 0,?A EWER ELECTRIC EASEIAENT I w C— — — — —— — — — — — — — — — — — — — — — — —T— r 10' ODOT SLOPE EASEMENT \\\ I I $ REEL 285D INST 18823 loo, w 1 4q5— — — — — — — — — — — — — — 4 g WELLHEAD PROTECTION AREAS MAP L NTS."® CURVE TABLE CURVE III LENGTH RADIUS DELTA CHORD LINE TABLE C1 213,72 Rfl93 ]TQ'11' M-1459 31117 IlrEp pPECnCN IEN3n1 C2 1889E Rfl93 33.59N' M3-NQW,16i71 s1 m3.393PE i09 0 M93 39&93 WM23- W-15'mv, N.73 BENCHMARK ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN ON JAN. 28, 2020 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 12A(NAVD88) NOTES 1. LOCATIONS OF UNDERGROUND UTILITIES - SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS BUILT DRAWINGS AND UTILITY LOCATE I MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. 2. ALL DISTANCES SHOWN ARE IN FEET. L- 3. 6" HIGH PRESSURE (400 PSI) GAS MAIN. NW cO NATURAL STANDBY MONITOR REQUIRED FOR OL c v ANY CONSTRUCTION WITHIN 5 FEET. 4. THE TITLE REPORT IDENTIFIES ADDITIONAL EASEMENTS, RESERVATIONS AND I RESTRICTIONS BEYOND THOSE SHOWN HERE. v REFER TO THE'TITLE REPORT EXCEPTION W d V ANALYSIS" FOR DETAILS. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 05.15.2020 LEGEND MONUMENTS FOUND AS NOTED MONUMENTS FOUND: 1-318" BRASS CAP STAMPED "CE RP" CONTROL POINT (CP) ® SANITARY SEWER MANHOLE (SSMH) SD STORM DRAIN MANHOLE (SDMH) © WATER METER (WM) ® WATERVALVE(WJ) FIRE HYDRANT (FH) EXISTING ELECTRICAL POLE ® EXISTING AREA DRAIN 55 SANITARY SEWER LINE 61) STORM DRAIN LINE W WATER LINE —(E)OHW— OVERHEAD POWER LINE —GAS— GAS LINE (I UNDERGROUND TELEPHONE LINE SITE ASSESSMENT OF EXISTING CONDITIONS 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor • Plan prepared by licensed Landscape Architect. • Survey prepared by licensed professional land surveyor. 2. Vicinity Map • Seesheet L1.Dforvicinitymap. 3. The name locafion and dimensions of all existingsite features including buildings, curb cuts trees and impervious surface 9 9. P areas, Beady indicating what is remaining and what is being removed. For existing structuresto remain, also indicate present use, size, setbacks from property lines, and distance between buildings. • See plan this sheet. 4. The name, locafion, dimensions, direction of flow and tap of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map On file in the Developments Services Department. Closest Water Quality Limited Watercourse noted on FEMA Flood Insurance Rate Map. • Per the Water Quality Limited Watercourse Map the site contains no watercourses. 5. The 103 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Lefler of Map Revision. • Project Ste is located in Zone X: Areas determined to be within the 5011year floodplain. 6. The Time of Travel Zones, as specified in SDC 3.3-2DO and delineated on the Wellhead Protection Areas Map on file in the Development Services Department. • Project site is located outside all delineated Time of Travel Zones. 7. Physical features Including, but not limited fo trees 5" in diameter or greater when measured 4 1/2 feet above the ground (stands of more than five (5) trees maybe shown as a cluster with mix of trees species noted), riparian areas, wetlands and rock outcroppings. • Site contains no trees larger than 5" in diameter, riparian areas, wetlands or rock outcroppings. SOILS SOILS ON SITE ARE AS FOLLOWS: • TAX LOT 00500. Newberg -Urban land complex 100% • TAX LOT 00700. Newberg -Urban land complex 100% FEMA FLOOD INSURANCE RATE MAP PROJEC SITE 500 -YEAR FLOOD ZONE (X) 100 -YEAR FLOOD ZONE (AE) FLOODWAY and WATER QUALITY LIMITED WATERCOURSE } LARDSCAPE ARCHITECTS } wo�i9 �u wpags r of ¢a=.T cO OL c v F=uwos m uD DOS. yamFoa v E a�wNw W d V u K U) ui Go D k'LCRo W�iop LU 0 e— F VR GRE E- 9 t ON Q A7 A G E Ag�� Z z O F_ O Z U zLL O �o U w < Z 0 D0 Z Lu _ '0 L F_ 0 0 '^ v+ LU J J W W w X Z_ Z_ LU a a rn rn SCALE 1"= 30 - 0" 0 15' W fi0' Revisions # Date Desaptian w rcJ z m � V C Y u n` 0 0 LII I'I I I I I 1 I I .I E (3) DOUBLE CHA BER �ATCH BASIN ALL CURBS AWAY�FRO{��M1M1 BUILDING ARE CURB AND 3 TTE�2 L82 ALL CURBS ADJA,4ENT O 1 BUILDING ARE EITHER I 7&B INTEGRAL CURB Of CURB ONLY � I I } LANRSCAPEARCNITECTS } EXISTING ® FOG LINE SLOTTED CURB h'� MAP and TAX LOT __ iI wpwspd r STRIPING "({ wuwcs a i W j S' ® MAP #. 18A3-03-14 TOTAL "PERVIOUS SURFACE: AA j EXISTING W 5 m CO y e- TAX LOT: 00500, 00700, 01200 '� 4F' Ao � ATRE E" CENTER LINE �w ZONING: GEMU '1 I �' '� 1 STRIPING ® z APROXIMATE SIZE WHEN CONSIDERING THE 3 AFFEECTED TAXLOTS: a ( 1 .. .. �I 1. EXISTING 2.2 AC, 1.96 AC, 3.26 AC=7.42 AC 0 $1 EXISTING ADJUSTED 2.68 AC, 1.54 AC, 32 AC 7.42 AC I li .� Ne ...:...:...:1� .... 1.... ROAD EDGE AUTOMOBILE PARKING BIKE PARKING Q Gk�n NTS 9$936 $F ',-'-: EXISTING EAST BOUNDARIES UNPARCEL AND RIGHT A BASED J TRANSIT FACILITIES s___ .......................... 00 W w J J W w H _ FORECAST LOCATIONURE a a ON ENTATI N AND ON MONUMENTATION AND BRANCH 220AC.. SCALE 1"= 30' - D" �.. ..... .. ..... .. 1 ENGR. SUPPLIED DRAWING R.Asi a EXISTING AND PROPOSED TRANSIT FACILITIES ISI 1 ® O EXISTING BIKE PARKING O SPACES EXISTING: LTD ROUTE 85 (TRANSIT STOP AT W/S FRANKLIN AND NUGGET) PROPOSED: MULTIMODAL IMPROVEMENTS 66 NI 1 Impolmoill WI�EOSED TABULATION OF BUILDING COVERAGE i i RGHTFOFWAY74FT w_ I i FOOTPRINT OF EXISTING BUILDINGS 0 S PROPOSED LOT COVERAGE= FOOTPRINT OF PROPOSED BUILDING 17,3435E &3% OF TOTAL EXISTING TAXLOT ^ �FI (EO TOTAL 17,343 SF (500, 700, AND PART OF 1200) NI I14.9% OF TOTAL ADJUSTED TAXLOT(500) 1 FORECAST =y I li LOCATION OF EAST RIGHT y C TABULATION d OF U IMPERVIOUS L3.0 SURFACES II OF WAY LINES AFTER } LANRSCAPEARCNITECTS } ,I SLOTTED CURB h'� -VIII __ iI wpwspd r "({ wuwcs a i W M S' ® W .NW-� Eo a�wNm TOTAL "PERVIOUS SURFACE: 73,997 SJ F j ', W 5 m CO y e- FMc ? Eos$ Ao � ATRE E" N �w I �N+"'I z a a 1 .. .. �I 1. 0 U e:^.-^� U 6.; .� Ne ...:...:...:1� .... 1.... LLJJ AUTOMOBILE PARKING BIKE PARKING Q D L9 9$936 $F ',-'-: J J a s___ .......................... 00 W w J J W w H _ FORECAST LOCATIONURE a a rn rn 220AC.. SCALE 1"= 30' - D" �.. ..... .. ..... .. D' 15' 30' 60, R.Asi a # Dale Desaptim WEST RIGHT OF WAY LINESAFTER __ ..._ - ..... _ ........ _.._ FXMTINQ PARKINQ SPACFS O EXISTING BIKE PARKING O SPACES } LANRSCAPEARCNITECTS } $ i9 _=o.w __ =;ap wpwspd r O PO z —z wuwcs Il cv m ID - 6vwo= 0w i W ILL �$po�m � yaw W .NW-� Eo a�wNm V' WVi�a U) a zmmi H• s 1C0 0 51-w ;Z5 y � Nydy3p P'ir W 5 m CO y e- FMc ? Eos$ Ao � ATRE E" N �w ti z a a 0 U U o LLJJ Z fn Z Q D L9 ILL ww J J a 00 W w J J W w H } Z Z a a rn rn SCALE 1"= 30' - D" D' 15' 30' 60, R.Asi a # Dale Desaptim w_ rcJ =y m y C O Y d 0 U 0 L3.0 1 N N NN PROPOSED FUTURE CURB TO MATCH EXISTR 4" STEEL POST. 36" HIGH, 36" DEEP IN 12" DIAMETER / CONCRETE FOOTING, BAD WITH POST WITH CONCRETE, ISLAND WITH PERSONAL KEYPAD � ADJUSTED 7' PUE, FOR GATE OPERATION (TYP.) S 6 / IR SENSOR FOR (EO EXISTING T PUE r GATE OPERATION (TYP.) EXISTING GA NEW FIRE HYDRANT - TL1700 BF� . GP 1 1 ' EXISTING FOG LINE STRIPING m • EXISTING 0 4 CENTER LINE STRIPING EXISTING I II EXISTING TL 2. . I II II ROAD EDGE . I �• Gm EXISTING EAST SIDE PARCEL AND i N - RIGHT OF WAY BOUNDARIES BASED E ON MONUMENTATION AND BRANCH Tnl E ENGR. SUPPLIED DRAWING 1 (3) DOUBLE CHA BER �ATCH BASIN s SS _ ALL CURBS AWA`r,�ITTEl 'M11 $UILDING •-ASm SS i o PROPOSED FUTURE 74 FT '' I�GGETET) ARE CURB ADJA4ETEI2 �.I 1 WIDERIGHTOFWAY (LOCAL STREET) � ALL CURBS ADJAt�ENT O ill I I - BUILDINGAREEIT ER s INTEGRAL CURBO CU GAS GAS — S _ GA GAS _ E m H EO I ( N Z I AbJUAXLO • FORECAST FUTURE ST .. ... ....: .. .. I I LO 1 I C O O SRIGHT ,,,, ,,,, - ,,,, - OF WAY LINES AFTER NOTES 1. THIS FUTURE SITE PLAN SHOWS WHAT IS CURRENTLY FORECAST TO BE THE HORIZONTAL EXTENT OF THE NUGGET/McVAY ROUNDABOUT AND 74' McVAY RIGHT -OF -WAV. IMPROVEMENTS ASSOCIATED WITH THE FURTURE NUGGET, McVAY AND ROUNDABOUT WILL NOT BE CONSTRUCTED AS PART OF THIS PROJECT. LEGEND —(E)OHW— EXISTING OVERHEAD POWER PROPOSED STORMWATER 10 I SVJTF I Lgq SAS— EXISTING GAS LINE TREATMENT FACILITY W — EXISTING WATER LINE PROPOSED ASPHALT SD EXISTING STORM WATER SS EXISTING WASTE WATER a PROPOSED CONCRETE 2 E EXISTING UNDERGROUND WALKS L82 ELECTRIC LINE ----------- PROPOSED IRRIGATION SLEEVE PROPERTY BOUNDARY PROPOSED PLANT BED 6 (AS NOTED) L6.4 PROPOSED ROW BOUNDARY 10 & 11 _ v m WHEEL STOPS (TVP.) L82 W PROPOSED WATER METER ® ADA PARKING SPACE PROPOSED FENCE T'I AVL• DIRECTION OF TRAVEL EXISTING FENCE ---- _ * VISION CLEARANCE TRIANGLE K.M EXISTING FIRE HYDRANT II I 16 PROPOSED FIRE HYDRANT V EXISTING ELECTRICAL POLE LAND USE ® EXISTING AREA DRAIN REVIEW SET ® PROPOSED AREA DRAIN THIS DRAWING IS NOT FOR v PROPOSED HOSE BIB CONSTRUCTION 05.15.2020 } LANDSCAPE ARCHITECTS } � e O wor'r.i9 �sLLii =o�w spd wpwOf r O c�G ao=r�r w�uwos a cv m6vwo= HHMH m DJ DO•. lx �+aw (i❑p mioa V Ea]8wNw W � U V ipd;�3 D: U) ro a z�wia In N ydy3p W FMC ? Eos$ ATRE E - t) 0 -w N Aw ti z a Z o_ Q� O J o U am o� w W Z z " LL L O r y 111 J N0 D G Z W ❑ U -I w w J5 it O Cl w W W FL — Z LL LL Luzz Lu Z Z LL U. a a vl vl SCALE 1"= 39-9- 0'-D"D' a15' 30' 60' R.Am. # Dale Desaptim w_ rcJ �y m y C Y dw 0` u o L3.1 is 4 0 N N I II � III 'i �I 11 1 •�� �' — 1 _ _ • N E � I i INP N ss 55 —8•- 55 ss 55 55 55 —8•- 55 55 558•5��— 55 aIp 5 B / 55 SSSS GAS GAS _ GAS I GAS GA5 GAS — GAS GAS _ GAS GAS GAS GXS GAS �—}�i l IIII I¢ Il O ; 1 I I I I I • I N I IIII N W I I N II m N • � N I � 1 N 1 • • • • • • • • • • • • • • • • • • �IA N I ' III N N N I 1 I I N I 1 II • N N I N N 1 a N 1 I I NI IIII • � iii _I®II• �► Ovoo LEGEND PARKING AREA LIGHTING AA "AA" = 2 FIXTURES MOUNTED AT 180 DEGREES 20'-0" POLE PHILIPS GARDCO ECOFORM AREA LED ECF OR EQUIVALENT 9 L8.1 L8.1 PARKING AREA LIGHTING BE =1 FIXTURE STANDARD MOUNT 20-O'POLE PHILIPS GARDCO ECOFORM AREA LED ECF OR EQUIVALENT PEDESTRIAN SCALE LIGHTED BOLLARD AT FRONT (EASTERN ENTRY) (VISCO SO -10L) L8.1 L8.1 L8.1 NOTES 1. SEE DETAIL SHEET HEREIN FOR FIXTURE INFORMATION AND FOOTING DETAILS. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 05.15.2020 } LANDSCAPE ARCHITECTS } o� wo i9 11 .0 wpwspd r O coo ao:r TILr wuwos DO•. yaw U' ❑ o �m:oa V 0 a�wNw W U V D: U) ro a z�wia I-Zww Rill W o yp_� d F M ?E Oma$ •N �H ATRE E N�w z d O Z 0 Q z U J a 0 w° Z C7 D Z U -I W _ J 'o J J LuU-I W W Z Z a a ii SCALE 1"= 30' - 0" a 15' 30' 60' R.Asi. # Dale D .mfim oIMMM I®wRM wall W K J NN C Z p y C a o u o L5.0 1 I I I I I • I N I IIII N W I I N II m N • � N I � 1 N 1 • • • • • • • • • • • • • • • • • • �IA N I ' III N N N I 1 I I N I 1 II • N N I N N 1 a N 1 I I NI IIII • � iii _I®II• �► Ovoo LEGEND PARKING AREA LIGHTING AA "AA" = 2 FIXTURES MOUNTED AT 180 DEGREES 20'-0" POLE PHILIPS GARDCO ECOFORM AREA LED ECF OR EQUIVALENT 9 L8.1 L8.1 PARKING AREA LIGHTING BE =1 FIXTURE STANDARD MOUNT 20-O'POLE PHILIPS GARDCO ECOFORM AREA LED ECF OR EQUIVALENT PEDESTRIAN SCALE LIGHTED BOLLARD AT FRONT (EASTERN ENTRY) (VISCO SO -10L) L8.1 L8.1 L8.1 NOTES 1. SEE DETAIL SHEET HEREIN FOR FIXTURE INFORMATION AND FOOTING DETAILS. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 05.15.2020 } LANDSCAPE ARCHITECTS } o� wo i9 11 .0 wpwspd r O coo ao:r TILr wuwos DO•. yaw U' ❑ o �m:oa V 0 a�wNw W U V D: U) ro a z�wia I-Zww W o yp_� d F M ?E Oma$ •N �H ATRE E N�w z d O Z 0 Q z U J a 0 w° Z C7 D Z U -I W _ J 'o J J LuU-I W W Z Z a a SCALE 1"= 30' - 0" a 15' 30' 60' R.Asi. # Dale D .mfim W K J NN C Z p y C a o u o L5.0 ® REQUIREMENTS LEGEND 1 - L1 LANDSCAPE STANDARD ENHANCES OPEN AREAS BETWEEN BUILDINGS AND IN REWIRED SETBACKS. LI REQUIRES A MIXTURE OF TREE, SHRUBS—(E)OHW— EXISTING OVERHEAD POWER u AND GROUNDCOVER PLANTS INCLUDING: 1 I xr : 1 LARGE TREE PER 30 LINEAR FEET, 1 MEDIUM TREE PER 22 LINEAR — GAS EXISTING GAS LINE I 8P FEET OR 1 SMALL TREE PER 15 LINEAR FEET FOR EACH 1,000 S.F. OF PROPOSED TREES, LANDSCAPED AREA. W EXISTING WATER LINE C9* • SHRUBS, FERNS, GRASSES 2 HIGH SHRUBS OR THREE LOW SHRUBS PER 400 S.F. OF LANDSCAPED AND PERENNIALS AREA. SD EXISTING STORM WATER y GROUNDCOVER PLANTS OR IAWN SHALL COVER THE REMAINDER OF 1 II JN THE LANDSCAPED AREA. I m I I S, SS EXISTING WASTE WATER O I L2 LANDSCAPE STANDARD SCREENS DIFFERENT ABUTTING USES AND m I f I PARKING LOTS. L2 SCREENING SHALL BE SET BACK 10' ALONG THE FRONT E EXISTING UNDERGROUND-- PROPOSED STORMWATER yry, u YI PROPERTY LINE AND T ALONG THE REAR AND SIDE PROPERTY LINES. L2 ELECTRIC LINE SNrF ! r I lil REQUIRES ENOUGH EVERGREEN SHRUBS TO FORM A CONTINUOUS PROPOSED IRRIGATION SLEEVE -' TREATMENT FACILITY H WITHIN 2 ARS OF PLANTING. 1 o In 41Y - SCREEN • EQ1 LA LARGE TRE PER 0 LINEAR FEET, 1 M MEDIUM TREADDITIONAL REQUIREMENTS 22 LINEAR (AS OT D) BOUNDARY PROPOSED ASPHALT FEET OR 1 SMALL TREE PER 15 LINEAR FEET FOR EACH 1,000 S.F. OF PROPOSED ROW BOUNDARY LANDSCAPED AREA. � E r III l • 10 FIVE GALLON SHRUBS OR 20 ONE GALLON SHRUBS PER 1,000 S.F. OF LANDSCAPE AREA. 1 GROUNDCOVER PLANTS SHALL FULLY COVER THE REMAINDER OR THE PROPOSED CONCRETE WALKS LANDSCAPED AREA. I SS SS —8`- $5 / 41'iJi • ❑W PROPOSED WATER METER ° G SS SS S SS SS —8 — SS SS SSB. Ste— SS n q 1L3 LANDSCAPE STANDARD APPLIES WITHIN PARKING LOTS, INCLUDING (2) CRIMSON SPIRE OAK m f •I NI' 1, INTERIOR COURTS. AT LEAST 10% OF THE INTERIOR OF THE PARKING LOT it II 1 AREA SHALL BE LANDSCAPED. REQUIREMENTS INCLUDE: PROPOSED FENCE (39)PRIVET HONEYSUCKLE (12)DAVID VIBURNUM 55 1 1 LARGE TREE PER 4 PARKING SPACES OR 1 MEDIUM TREE PER 3 PROPOSED LAWN (E)O (1) WITCHHAZEL I GqS GAS GAS GAS GAS GAS GXS GAS PARKING SPACES. e _(3) MITE PROVENCE LAV ENDER PARKIN TO MEDIUM SHRUB PER PARKING SPACE. EXISTING FENCE P (6) GREEN MOUNTAINYMAPLE • m (10) GULF STREAM NANDIIdA ��. :(EO , GROUNDCOVER PLANTS SHALL COVER THE REMAINDER OF THE EXISTING FIRE HYDRANT WHEEL STOPS(TYP.) ` `J: +`+`\`4 (15)QAVID VIBURNUM *GAS LANDSCAPED AREA. 16 LANDSCAPE ENA WITHIN I E9ff � PROPOSED FIRE HYDRANT ROW SEEDED WITH AREAS IS EXISTING ELECTRICAL POLEF66 I ADA PARKING SPACE •TO BE SEEDED VVRH 80% I �I -�` PERENNIAL RVEGRASS AND - 9y + + +. +20%FINE FESCUE MIX. q i1 � � EXISTING AREA DRAIN -- +5) BOWHALL4MAPLE NI _ _ DIRECTION OF TRAVEL (� ( d III ' VISION CLEARANCE TRIANGLE i• Py - (16) MOUNT VERNON LAURE1 , • I .y9 / \ .�`(Y+Si�'�Gi++ WITH R"f1EFT PAf1T ANDAFFDFDED V ;. (16) TWIGGY HONEYSUCKLE —' STORMWATER PLANTS ARE ALSO LISTED ABOVE IN THE MASTER PLANT LIST. RAINGARDEN-NORTHWEST (based on facility size to high water line: 673 at) 275Deschampsiacespitosa (B) Tuned Hair Grass 4"pot plantl2"o.c. 134 Iris tenax (AJ Oregon Iris 4" pot plant 12" o c. 404Carexobnupta(AJ I Slough Sedge 4"pot 1plantl2"oc. 135Juncus patens (A) I Spreading Rush 4"pot I plant l2"oc. RAINGARDEN - NORTHWEST based on a facility area of 673 sf to high water line : mine a facility area of 275 at from high water line to facilityedge: mine b Deschampsia cespitosa(B) Tufted Hair Grass Plant Category Minimum required Actual Count Groundcover Zone 1 673 1 1 673 Groundcover Zone B 1 275 1 1 275 RAINGARDEN-SOUTHWEST (based on facility size to high water line: 637 sf) 285 Deschampsia cespitosa(B) Tufted Hair Grass 4'pot plan512'on 1671ris tenax (A) Oregon Iris 4"pot planH2"o.c. 502 Carex obnupla(A) Slough Sedge 4"pot planH2"o.c. 168Juncus patens (A) ISpreading Rush 4"pot 1plant 12"o.c. RAINGARDEN - SOUTHWEST 954Deechamps based on a facility area of 837 stun high water line mne a 4'pot plant l2"o c_ facility area of265 sffrom high water line to facility edge. mine b histenax (A) Oregon Iris 4'pot plan112'o c_ 2517 Plant Category Minimum required Actual Count Groundcover Zone 1 837 1 1 837 Groundcover Zon 1 265 1 1 265 RAINGARDEN -SOUTH (based on facility size to high water line:4195 sH 954Deechamps i a cespitos a(B) Tufted Hair Grass 4'pot plant l2"o c_ 859 histenax (A) Oregon Iris 4'pot plan112'o c_ 2517 Carex obri(A) Slough Sedge 4'pot 112'.._ 839 IJuncus patens (A) ISpreading Rush 4"Pot 1plant 12"o.c. RAINGARDEN - SOUTH based on a facility area of 4195 sf to high water line : mine a facility area of954 sffrom high water line to facility edge: mine b 1. NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED Plain Category Minmum required Actual CounI Groundcover Zone 1 4195 1 1 4195 Groundcover Zone 1 954 1 1 954 IRRIGATION SYSTEM NOTES Botanical Name PLANTING NOTES 1. NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. LANDSCAPE AREAS. planH2"oc. 1140 his tenax (A) Oregon Iris 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION 2. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED LAWN AND 4'1 SYSTEM AS INSTALLED. PLANT BED AREAS INDICATED ON THE PLAN. THE IRRIGATION SYSTEM Acer mbrum 'Bowhalf Bowhall Red Maple NEED NOT PROVIDE WATER TO UNPLANTED AREAS. IRRIGATION TO BE 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND Green Mountain Sugar Maple THE EXECUTION OF THE WORK. SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, 16 Hamamelis x intermedia 'Angelly' INCLUDING THE USE OF WEATHER TRACKING CONTROLLERS AND 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. DEVICES. THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND Nyasa sylvatica REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S OPERATED IN A MANNER THAT PROMOTES THE HEALTH AND Matched, evenly branched EXPENSE AND IN A MANNER APPROVED BYTHE GENERAL CONTRACTOR. APPEARANCE OF THE PLANTS WHILE MINIMIZING WATER USE AND Crimson Spire Oak 2" cal. AVOIDING EXCESSIVE WATER RUN-OFF. S. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND Z COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR 3. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE J APPROVAL OF OWNER'S REPRESENTATIVE. (LOCATION PER OWNER) WITH MAIN SHUT-OFF VALVE, BACKFLOW 134 Comus sencea'Kelseyi' Kelsey Dogwood PREVENTION DEVICE, AUTOMATIC CONTROLLER (WEATHER PROOF 6. CLEANLY SAW OUT TREE ROOTS 1 FOOT FROM FACE OF NEW IMPROVEMENT, WHERE TREES OR LOCATION PER OWNER), ELECTRIC REMOTE CONTROL VALVES 3 gal. PLANT MATERIAL ABUT NEW BUILDINGS,STRUCTURES, CURBS, WALKS OR PAVEMENT. (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY Hellen Japanese Holly 4 gal. SPRINKLERS (RAINBIRD 1800 SAM SERIES OR APPROVED), AND/OR 7. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL APPROVED ROTOR HEADS. ALL VALVES TO BE LOCATED N Q J 7, 8, AND 9 O LB4. UNDERGROUND VALVE BOX (CARSON OR APPROVED). 3gal. a MASf ER PLANT LIST MASTER PLANT UST CONTAINS ALL PLANTS INCLUDING STORMWATER AREA PLANTS. Qty. Botanical Name Common Name Size Comments TREES wpaQ�d planH2"oc. 1140 his tenax (A) Oregon Iris 12 Acer circinatum'Pacific Fire' Pacific Fire Vine Maple 4'1 3 Stem Minimum 14 Acer mbrum 'Bowhalf Bowhall Red Maple 2" cal. Matched, evenly branched 11 Acer saccharum'Green Mountain' Green Mountain Sugar Maple 2" cal. Matched, evenly branched 16 Hamamelis x intermedia 'Angelly' Angelly Witchhazel 4'1 3 Stem Minimum 6 Nyasa sylvatica Black Tupelo 2" cal. Matched, evenly branched 21 Quercus roburx Q. alba'Cnmschmidt' Crimson Spire Oak 2" cal. Matched, evenly branched 0N Z Q SHRUBS J zLL a 134 Comus sencea'Kelseyi' Kelsey Dogwood 3 gal. 36 Ilex crenata 'Convex a' Convex Japanese Holly 3 gal. 23 Ilex crenata 'Hellen' Hellen Japanese Holly 4 gal. Z 3 Lavandula x intermediaProvence Mite' White Provence Lavender 3 gal. Q J 22 Lonicera nitida Twigg/ Twiggy Box Honeysuckle 3gal. a 90 Lonicera pileata Privet Honeysuckle 3 gal. 22 Nandina domestica'Gulf Stream' Gulf Stream Nandlna 3 gal. a 15' 30' 30 Primus laurocerasus'Mount Vemon' Mount Vernon Laurel 3 gal. 6 Spimez betuhholia Tor' Tor Spirea 3 gal. 1 17Viburnum tl 'df David Viburnum 3 gal. PERENNIALS 11401ris tenax Oregon Iris 4" pot plant l2"c c. GRASSES 3423 carexobnupta Slough Sedge 4" pot plant l2"o c. 1494 Deschampsia cespitosa Tufted Hair Grass 1 gal. 1142 Juncus patens Spreading Rush 4" pot plant l2"c.c. �± GROUNDCOVER 6169 Pachysandra terminalis Pachysandra 4"pot plant24"o c. 2623 Rubus calycinaides Creeping Raspberry 4" pat plant 24"c c. 180% Ry., 20%Fescue Lawn per product specification STORMWATER PLANT LIST STORMWATER PLANTS ARE ALSO LISTED ABOVE IN THE MASTER PLANT UST. RAINGARDENS } LANDSCAPE ARCHITECTS } I$ o: wo�i9 1494 Deschampsia cespitosa (B) ILu Bed He Grass4"pot wpaQ�d planH2"oc. 1140 his tenax (A) Oregon Iris 4"pot plant 12" o.c. 3423 Carex obnupta(A) Slough Sedge 4"pot I plant 12"o.c. 1142 Juncus patens (A) ISpreading Rush 4" pot I plant 12" o.c. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 05.15.2020 } LANDSCAPE ARCHITECTS } I$ o: wo�i9 �u wpaQ�d r Of O F=`0xwos IL c v m n ovw� w LL wt p--m yaw �mioa V E aPwNw W V v0. 8E IY U) ro O- z�wii I'• L r0 Upyk"?w ;l5 N �ydyF3p� W 0 y e - d F M -we. o o$ • CGS O� ATRE E- ON �w z a d 0N Z Q LJ. w J zLL a o w O Z B LU � L r = O Z O O J J w w w Q J LUZ Z a ��� a a to to SCALE 1"= 30' - 0" a 15' 30' 60' R.Asio w # Date D oroficn w rcJ �± a- z m S1 ri C YY d 0 U O L7.0 ROUND END 8 CORNER 9 k a drew 1r -n^ NOTES: • HARDWARE TO BE POLYMER COATED SCREWS AND GALVANIZED NAILS. • POSTS TO BE 6 X 6 P.T. i2 OR BETTER FIR. • TRIM, SIDING AND ROOFING TO MATCH MAIN BUILDINGS • POST, FOOTING, FRAMING AND ROOF PER INSTRUCTIONS FROM STRUCTURAL ENGINEER. TRASH ENCLOSURE SCALE 1/4!'= T -D" 3,000 PSI CONCRETE -MIN. 28 DAV STRENGTH T MIN. TYPICAL J CHAIN LINK FENCE SCALE 114!'= THY' CHAIN LINK FABRIC, (TOP SELVAGEOPTION) RAIL TIE LINE POST CAP 1 I OD TOP RAIL IN POST 1IT OD BRI g` OD Bal 4 8X8 P . POSTS ROOF OVERHANG DUMPSTER _ — — — — — — — — — — — — — — — — — — — — — I I I I I I I I I I I I I o I ® I I I ANITARV DRAIN -SEE CIVIL CONCRETE PAVING- SEE SITE PLAN GATES I I L 1 — — — — — — — — — —I— — — — — — — — — — t J W -D.1 ALL FORMMORK SHALL BE BLACK PVC COATED. CHAIN LINK FENCE SHALL BE BLACK PVC COATED. METAL FENCE ELEVATION "a"ei�oas Via.. ena ..w ��.em:raom m �r.r aar PEDESTRIAN GATE DETAIL il.egema�w �m�x.,A.A.wue,m� Basis of Design: Ameristar Montage Commercial fence and pedestrian gate aria falaieaw m worim snap 4aeia� oEereRmr I+'wriea�v mrarle.rea m gMi.1 GATE OPENER- LIFTMASTER CSL24U OR APPROVED EQUAL- 120VAC TO BE PROVIDED BY OTHERS- GATE FABRICATOR TO PROVIDE ELECTRICAL CONNECTION IIP_TIC6101 FENCE LINE ROLLER GUIDE POST LATCHING POST ROLLER GUIDEPOST - CANTILEVER GATE SOUTHEAST ENTRANCE: SINGLE 28' GATE, ONE MECHANICAL OPENER NORTHWEST ENTRANCE: TWO 14' GATES.. TWO MECHANICAL OPENERS STANDARD FLAT METAL FENCE CONTINUES GATE HEIGHT 8' 36" FINIil F— SH GRADE PAFEMENT AS SPECIFIED L STEELFENCE SCALE 114!'= 1�0" POST CAP GATE OPENING 28'-0" Basis of Design: FENCE LINE PassPorP Commercial Ornamental Roll Gate Ga[e fabrio[mWP—i&shW dnwi�af'm elml'pwdermr em[il—Ede Wd VEHICULAR GATE DETAIL 0--W Piekmio" &g . TW Rail(s), UWigH aM Dug®k B— T'S4me Bmmmtail: suedfarsi—iva Imdandv mdimv gdeopen= See Sim Plm fm—dim[im wB cardwd•- mWitedlryo&n , maallM by faxe/ gam fadaeamr LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 05-15-2020 + LANDSCAPE ARCHITECTS + 1111 SATRE GROUP wo�i9 .ui.um ;az wpwspd r w uwos IL c v m HH HH DOS. W ILL �$pom CD o 3w �smxoa Y0O W. U ��wrmiw K a WVia.. ZmwZ N W O 5 ~m w r R�t�A GRE E- CION acv ti V/ Lu Lf L� r IX LL Z } rQ a V Z 0 U U Z U W LL IAJ W E Z V) W w J = Ir Q � o 0 L J J W W W WZ Z Q ofof D D ReAisiaris # Dale Desaptian w_ rcJ m B � � L8.0 PHILIPS--------- -- �wi G GARDCO EED Psi Tru by Hilton Larelow Capable of dellvering up to 20,000 lumens W more In a Compact, low profile Eaoss, ECF142151TA-641A-NW-XX-NP "N se innovative retrofit arm kit, simplifying site conversions to LED by eliminating the OLY 1 (i)°. Nmg. ECF142151 LA -641A -NW -XX -NP HIwIX 1 2 Aluminum Bollard (RF6) specification Sheet RFS 375/4" 959 SO Bottom We" 3" B.C. 78 m she•• o.D. ?2 D"TYP 14 mm Ordering Guide Example: RF6 A K5 1001 E Product Code Philips Gardco Eco Fonn LED Iummi combines econaoy with performance. Aluminum opium Capable of dellvering up to 20,000 lumens W more In a Compact, low profile Finish housing, Eco crm offers a new level Of Customer value. EcoFmm features an Bead, innovative retrofit arm kit, simplifying site conversions to LED by eliminating the NP need to drill additional holes in most existing pains. Integral control systems, Bronze Inducing motion response and wireless controls are available for further I energy savings during off peak hours. 20' Ordering guide example ECF -AW -MRO -1 -4 -151A -Nov -120 -NP -1-F Type V Refractor Bowl T2 2318' ODrenon oppose KF PM (artW Mownre� Sides sugar" re Fnb]erry o own oM— O_ 0_ � I_ L__ I6u Sala- NW - IX% I- Lisp - 26W CFL '2 up ze)pi :y 32F 32W CFL '2 42F 11 '2 seW m~b 50H 2 Sul CarRO 70H NIP TL TW-LnsmMa'd Fffiaem Smwaa.mse0ramtae'N 56redrJ me" S5U,32S3r ""wile IAV some aewasperelluessaw 100 5 pIN 2 3 =sora 120V ]Oa RLP m TBmaulatrk 208V 01001mmne swo TNni -- I&A-s4s] 70CRI peV Hours. LIGHTING BRANCH CIRCUIT H 277V (4) VERTICALLY AND (2) III HORIZONTAL HOLD RS 3" BA til II� Immsmo 34N Br Imenalfiled FROM CONCRETE SURFACE APD' 24?9D 4 ]WmA 240 we Ur ane Fora 0ulowonEpemmmy AsSa Tryea Jpu.32]0 NN' taw wink Pant J W w w to Ed W Haulm Wille URE, mu NeRro'rsaN APO -spry 3 us XIQA-48A gppgg 21 NP wee...crmmluand W. TKeS 13NA-6f20 Y y mom I xM makes) alamlmam OnIWr. FOrS) Q'Vf M nxespomewereae tO50mp 34] wp�naaed monmamm � oD xry P PEe.a ma�nRenm Up A-41dA wher, Cow+ wtMeardor APD -Mm' 4 l6d IaIA warm NT A. IRO SPIparralbal PCRSaan Mdcmllpns4atlemly wIM1 MMm Reygnse IS 215LA641A l 215LU caYnorRK wg3dbYrenafMnMbns Weald. luminaire sersw W$ UNe UNV Rx OC L4P Ies PCm nr Mdaelllmiani b MRI wase monmrzazm mannedra RnV@I) wMowerapgand2 Mot dad B Zflmhown oM1r ge X aria aYmnnmom I-Imo—encessame. lunra resmwr tr—are rontl poria Sperel ¢ld RIW RMofIAem Mwnikn .11150 MR50' emrV aamJtad pw Sre<I 'on W "by .sin pl'u,cdhlp mF3° Pokhq Ft! ReyimmeyyJ%kw SO,L60na rz, fa[taY Ia24i YRnm FalemwaM Demo m Mar Nm ,car aces Coote PIF3° Pok Fq Rb LimeLe Cantmrs 111c"I'de fare' -PA Ter Ikmfless lLC3'ttIk f els ere' OnMaa Mn) vrFly Pokrm Fiber marahmm, la3 h'-PRnm lI131- alp 1525 dyer RM° Rrc. a ria Mh Ems us' la3'-39'OD. lul culdni e0 endpe.a makimarmi rips vidn"lmro Ararabl 2W2 Vol my 5. comaafaaonrarsoaemesonwamwm@ 11. wbuawem3-priors pnxEMApncespoemmas (LRV 12. Aa, 24062 ). 6. xWa>! wappassa 5 wake ame apper.sewarchanouse mlwnaLLd 2 lareffackwD, cneleacciperspernaeopenestraw2 xW<uluradewNa9Mtlare savereparkpa elyserWp 2b Voaremuslao�rady. .merfutimensconlyl za p hl wn3ryllza(3FeWI Mwnbaa AC A Iaaem2wo 11-1,a. xW[u'learaae MM4mvwa%vahQa. 3. atl ,red (w 1'mrrnpale. 3 ECF Mp oNbowerdamperrµTen a nn 9 ww15MM}p"oSgaxElixN1 .111 F. pursed Cors aW Pare Lartlad. .— a hadufl810onon ammngarday A LIEWILLe3pUmAsessavisCarrolsworeat IO raaereawrtnoM, APDMp MpW,APo-MM, mMtl PCaRCpym0.MFO ismospz APtlims, Mll mmre gmaewnnC/P l be neea W NEMA San, page241mmwenro. rermlaae. &sposin CF_LEn 01716 em larR HIwIX 1 2 Aluminum Bollard (RF6) specification Sheet RFS 375/4" 959 SO Bottom We" 3" B.C. 78 m she•• o.D. ?2 D"TYP 14 mm Ordering Guide Example: RF6 A K5 1001 E Product Code RF6 Aluminum opium 5554 10' 0 Finish A Bead, D2 2W,14' NP H Bronze Galvaniaed(No aid) FPGV I Gray 20' Optics IS Type V Refractor Bowl T2 2318' ODrenon EDGE OF PAVING OR BACK KF Type V Cone ol waltage 1001 1o0W INC '1 HMAC PAVING 26F 26W CFL '2 up ze)pi :y 32F 32W CFL '2 42F 42W CFL '2 seW m~b 50H SOW MH '2 ?Eo 70H 70W MH ° m 100H 10OW MH 70S TOW UPS 2 I II ° 100 5 W 100HPS '2 Vo#age E 120V 0 0 MANUFACTURER: F 208V J 0 G 240V 9 LIGHTING BRANCH CIRCUIT H 277V (4) VERTICALLY AND (2) III HORIZONTAL HOLD RS 3" BA til II� K 34N CONDUIT 1" SCHEDULE 80 M Available in 120V (E) only. -2 Not available in 34N (K4 `3 Available in 120V (E) and 27V (H) only. -4 Cone Optics (KF) not available with PLT Lamping (28F, 32F, 42F) HOUSING: 1100-0 spun aluminum alloy. Head is widened to the bollard tube with a single stainless steel ellen head screw for easy removal for relampies. Easy access to lamp. 6 - die. extruded aluminum with a wall thickness dip.125-. A weatherproof ballast assembly isolates the ballast from water and beat for longer life. All non -f amus fasteners prevent corroslon and ensure longer lie. FINISH: Thermoset polyester powdercaat is elecimsttatically applied after a eve -stage conversion cleaning process and bonded by beat fusion tbermoselting. Optional CmftSWneTM finish Is highly weather -resistant and bondetl to the aluminum substrate. Laboratory tested for superior weatherability and fade resistance in aaoNance with ASTM B117 specifications. For larger traders where a custom calor is required contact the factory for more information. OPTICAL ASSEMBLY: Type V Rotation -Bowl. Heat- resistant low expansion dependence glass refroder bowl. Type V. Specular aluminum Internal cone, 6'diameter ,3116" thick ll.V. stabilized clear acrylic lens. DAMPING: MH and HPS Medium base: E17. Incandescent Medium Base A19. 26W CFL (GX240-3). 32W CFL (GX240-3). 42W CFL (GX240-0). ELECTRICAL ASSEMBLY: Key -slotted Ballast Assembly Is mounted to an aluminum plata, which Is mounted inside the base. Ouiok disconnects for easy Installation and removal. 4kv rated porcelain mini an base. Nickelplatedscrew shell with center contact 26W Fluoresmnt socket is a GX24D-3 base. 32W Fluorescent socket Is a GX24D-3 base. 42W Fluorescent socket Is a 6X240-4 base. BALLAST: All HID ballasts are core and coil and regulated with power factors hater than 90%(HPF). Ballast provides+l- 5% lamp power regulation with +f-10% Input voltage regulation. Ballasts are factory pre w red and tested. Metal halide ballasts are capable A stating at 20° For 30' C and HPS a[ 40°For 4OdC. NOTE: Al ballasts are EISA I Tllle 20 / Tifle 24 compliant where applicable Fluorescent ballast -s electron. Ballast -s capable of morning at 0` F or 18° C. Ballasts factory w red and haded. INSTALLATION & MOUNTING Internal cast aluminum base plate is secured to anchor foundation by three (3) 3/816x8 galvanized steel halts and stainless steel nuts ina3 bolt circle (Use factory suppled template.). A terstlock action mates the base plate reaming web lower bollard parody, which is welded to the burden of the hollers extension. One set screw's used to secure the Fall to the base plate. CERTIFICATIONS PHILIPS 100 crafty, pit.,lips es the L'dtlesmwn, PA to 173401 P:above91] 359tails -7131 Ft+1-]1]-359-9289 ed in the 5aft ,I ntwww haticoand/or mm l Copyright 2013design Philipa without prior notice . HpmaocDOHW2 LIGHTED BOLLARD CC NIJ Job: Marriott LOCATION: PARKING AND Type: ACCESS Notes'. 20 Foot Natural Aluminum Paint, Single Head, Single Drill SSS420-11-D1-NP Poles Page I Of 4 4" Straight Square Steel The Ph'I Ps steel aseSSS piece it steel pole consists f p squarecraprde steel lighting weldstandard. The carbon steel base plate's secured to the steak ne a continuous c r<um fabricated Steel weld prow ding excellent strength and integrity. The poles are fri h d with an electrostatically applied, thermally cured TGIC polyester powdemoat All poles include anchor berldr.fill base cover hand hale ground lug and top cap. PREFIX HEIGHT SIZE GGUGE DRILLING FINISH OPTIONS SSS4 20' 4" 11 D1 NP ence-h—rder mtle inm th, app-Priare box E— Nw,, Ph,l,ps Gartlm reserves the right ea pun, r vain moon. full —Unacions antl mm fiPmoons are virus . Relate note, was, sar entlusione eM Ilmimtionc. For queatiom -mneme, plena...rook the Uaory HEIGHT SIZE GAUGE DRILLING BRP 5554 10' 0 7 OI Wry Blares Pa. I2'II D2 2W,14' NP 1s' D uppi 2 Way at W' Galvaniaed(No aid) FPGV D3 3Way CL Coupling Internal chance 20' D4 4W, Z-6" CENTER OF POLE TO `SaPE� T2 2318' ODrenon EDGE OF PAVING OR BACK 25' T4 4.ODr nam OFCURB L 30' BmlY Mra's{.plYOda dlP D PP Prime Painted BRP Bronze Paint BLP Blares Pa. WP WMte Paint NP Natural Aluminum Paint Gv Galvaniaed(No aid) FPGV Finished Pant over CL Coupling Internal chance Gahanzed poem ado) oc Optional Color Amt `SaPE� scofy RVLudegelim IMi�e M1agrt eb].elx�aq aie9®mrolaa SJALOIN, SC special Color Pant GM -080-19 glass -19"OD BmlY Mra's{.plYOda dlP FES Festoon Order Fa ra+um CoteadvA]lluddi ad Hdsudratehegd aWs AHH Additional Hand Hole and nal vlmMvn ro edged hour now 6a pie OiaYemV IrdvnGkn mFl y4. Cason— Pipe— Resomew Paniiaria 1Mlueees(112.2ara ,itl4",i112'.)lrtSoe GMR Provision for GaMro HID lvgt aaxe baa= rm madam m tad Ina. so Mesion Response System Ree Dlel9&m la(arrMlm an Fop 4- r o9 &GUTTER slipped pk moat a 1B'. IraWa a 10 Farm CL Coupling Internal chance vaa118m miMland deniz alnethraelare. Sinal, MI Random Greek, n MSM Mar Sensor Mounting `SaPE� Preview foED IMi�e M1agrt eb].elx�aq aie9®mrolaa Lunores paill with YxYe.Sxme Glanatim lrlaernlmm frsp4. Motion Rad onsc GM -080-19 glass -19"OD Minimum Poe Haftel.INrCmapwahard GM -080-24 Single -?4 OD lase Vnn tl2'mplyplr�n tlemafMte, lBa' HMAC PAVING to lM1e M1atl Me, i6 anethe PYe �a Rehr to Steal Pole Ar<eswrlas sheet 7911536 far add vonal acressonex 161 I Clovis Barker Rand, San Numenn X]8566 (,60)227.0756 (512)753.1000 Fposani lawm9s sltenglusexam 62011Kminklllke Mllips Elec n,m NVNIRi%h6Reutved. Ph lips Gard- re e.... rhe riga m change mammas -modify or, design of In fear, wiAoat nature—w part no the s conrinaing pcodacr imp .... mint p -gram. 79415IT0611 PHILIPS G GARDCO Perfect Name Project Information — : Fixture Type Coro by 9itton fi Complete catalpa -' Date 5-10.19 comments'. a, 2 misting hollarlls on sire to be used for counyard with 1 new. IES Tape III & V Glace The DmpUED Bollards with choice of uplia are designed to replace HID liglud, systems up to 700 MH or APS. DTRB308 OTRBS These fixtures are ideal for notal centers, industrial pari¢, schools and universities, publichansil and airports office haddings ars medial for es. SPECIFICATIONS AND FEATURES: HOUSING: DUNALED LED: LTg Eaddided Aluminum HolrsingwBh Flush Mounting Aluminum Boards Base VandalResistant Screws, Cooled Top, Inm Wal Ballast Tray for Easy Maintenance. Bela ly yriTAG E: LEO LOIN Reflector Can Be Out an Cusrom Lengths Upon Request Array 145w System 17w OTRBPBC.0 (7Dx HIDEmiiv draft LISTING LE RATINGS! CSA Listed for Wet LOcatiere, ANSIALL 1598, 8750 DRIVER: IP655eeletl LED Compartment Electronic Dayaa 120-2T/V. So/fi0Hi 34N. 5'lIfiOH', Dimmable ORwr FINISH: Textured ATo ChambersCtural twin Black vansiddealing. coal yyARRAHTY: Finish OversaArepl bl Conversion Coating, SYearwartanN for -00"C to WO°C Environment Custom Colas Available Upon Request Lppyaya Sao Page 2 for Proleded Lumen Maintenance Table. A OTRBAALq STYLE: IES Typeembeft III arV Clear Corsa c minualaleGlass Refiever Spedally Oesgnea Aluminum Gone DiameterlD) 7"(R3mm) Reflecbr or lntemal Louvers Neight(A) 4214-(1,073mm) LENS: Clear Poyallonate Vasal -Mus ant Lens D MOUNTING OPTIONS: Dural TECHNOLOGY Mounting pt with TAnchor Bolls, Included. Complete Irrmlele Units DuralED Bound Dome Bollards Ordering EvamPle'. DTRBPBCLCFiX15U5K236SF BPBCLQ C 1K15 JL U 3K B 36 SP 1X15=15w U=1ffi2TN 3K WOOK Z=Omnze Sl ingle Fuse C=34N 4K -0000K B=Black DF -Double Fuse 5K=5000K C=Custom SP=Surge Phi 4TWeIII' (Consult Fort.,) RU_9enery Bsakup F -Wider Beam Spread 90Minuies 'DTRBPBCLO OnIY OTRM3 E.und Oome BolI (Leave Blank)=42"Standard Oil Colin IES Type III Glass 3B -3B" Heigh DTRM5 Rwnd Dome B0118m 30=30"HeiOm In Ed TyX V Glass DTRBPBCLq Round Game Bdl ad war LED Corte Rerledar DTRBAALq Round Dome Boua d 'Go Spealwaons sublect to change agent nonce. 12802 Commodity Place • Tamper FL 33626 • www.duraguard.com • Toll Free: (800) 736-7991 • Fax: (800) 2874175 LIGHTED BOLLARD CC NIo LIGHT POLE TOP OF FOOTING FINISH GRADE — Ire SCALE 3/411'-0" GROUNDING CONDUCTOR' CONNECT GROUNDING CONDUCTOR AT GROUNDING TERMINAL INSIDE POLE CONDUIT ENTRY VERIFY LOCATION OF CONDUIT ENTRY INTO POLE — POLE ALIGNMENT SHIM POLE IF REQUIRI BY USING LEVELING WASHER. FILLVOIC NTH DRV PACK GROUT. ANCHOR BOLTS AS PER MANUFACTURE RECOMMENDATIONS POURED IN PLACE FOOTING 4000 PSI CONCRETE (8) #8 VERTICAL AND #3 HOOPS Q 12" O. �- 1'-0" CENTER OF BOLLARDTO EDGE OF PAVEMENT EXPANSION JOINT NUTS ALUMINUM BASE PLATE + 4APOSCAPE ARCHITECTS `b II II (SEE INSET) —..G>i as w CONCRETECURB 9 ° r o9 &GUTTER L82 Old of soII GO Cup `SaPE� up wp'a�wcs Cors it w UJ 3" B.C. tN o' d HMAC PAVING In 0 W sT O m =ova;� KU) qi a up ze)pi :y F'-tro Opp.sia Up�'?� ofOld Z LE> O w seW m~b O w ab . as ?Eo 4 ,r\ Ila 4 ° m 0 0 BASE DETAIL Z I II ° II } F- _ 0 0 MANUFACTURER: POURED IN PLACE CONCRETE I J 0 PHILLIPS HADCO FOOTING 40OD PSI W/#4 REBARS: III 9 LIGHTING BRANCH CIRCUIT rL LIGHTINGPRODUCTS.PHILLPSAOM (4) VERTICALLY AND (2) III HORIZONTAL HOLD RS 3" BA til II� { ° — ^III—III—III—II LV CONDUIT 1" SCHEDULE 80 FROM CONCRETE SURFACE T-• III V / LU PVC - J O OCSJ J W w w to Ed W Z Z j a a MIN 24" DIA. m m SCALE 3/411'-0" GROUNDING CONDUCTOR' CONNECT GROUNDING CONDUCTOR AT GROUNDING TERMINAL INSIDE POLE CONDUIT ENTRY VERIFY LOCATION OF CONDUIT ENTRY INTO POLE — POLE ALIGNMENT SHIM POLE IF REQUIRI BY USING LEVELING WASHER. FILLVOIC NTH DRV PACK GROUT. ANCHOR BOLTS AS PER MANUFACTURE RECOMMENDATIONS POURED IN PLACE FOOTING 4000 PSI CONCRETE (8) #8 VERTICAL AND #3 HOOPS Q 12" O. �- 1'-0" CENTER OF BOLLARDTO EDGE OF PAVEMENT EXPANSION JOINT NUTS ALUMINUM BASE PLATE + 4APOSCAPE ARCHITECTS `b wii"q (SEE INSET) —..G>i as w CONCRETECURB 9 2 CONCRETE PAVING r o9 &GUTTER L82 _6ED OQ€ of GO Cup `SaPE� up wp'a�wcs Cors _ ovwow w UJ 3" B.C. tN $Sp0 as ace d HMAC PAVING In 0 W sT O m =ova;� KU) qi a up ze)pi :y F'-tro Opp.sia Up�'?� ozw�zop LE> O w seW m~b O w ab . as ?Eo 4 ,r\ Ila 4 ° U 0 BASE DETAIL Z I II ° II } F- _ 0 0 MANUFACTURER: POURED IN PLACE CONCRETE I J 0 PHILLIPS HADCO FOOTING 40OD PSI W/#4 REBARS: III 9 III rL LIGHTINGPRODUCTS.PHILLPSAOM (4) VERTICALLY AND (2) III HORIZONTAL HOLD RS 3" BA til II� { ° — ^III—III—III—II LV 800.744-5477 FROM CONCRETE SURFACE T-• III V / LU SCALE 3111 2 -An COMPACTED TS AS PER tER'S RECOMMENDATIONS RE FOOTING FOR LIGHTED BOLLARD LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 05.15.2020 + 4APOSCAPE ARCHITECTS `b wii"q —..G>i as w up 3. "I!:bp spd r o9 to @_ DO _6ED OQ€ of GO Cup `SaPE� up wp'a�wcs a 01 LD 0 _ ovwow w UJ Z. tN $Sp0 as ace VE co as �:oa gp-,'.w In 0 W sT O m =ova;� KU) qi a up ze)pi :y F'-tro Opp.sia Up�'?� ozw�zop LE> O w seW m~b O w ab . as ?Eo 4 ,r\ CsATRE EaON U 0 Z } F- 0 0 J 0 WLL rL W O V/ LV Cl)O III V / LU J O OCSJ J W w w W Z Z j a a m m Itervismagar # Dale Description Up rcJ � 631 pp m B C Y u n` o o L8w1 3" • COMPACTED THICKNESS 3/8" DENSE GRADED HMAC. COMPACT TO 91% RELATIVE COMPACTION. ASTM D2041 RICE. " NOTE: 3" COMPACTED THICKNESS IN PARKING AREAS. 4)5" COMPACTED THICKNESS IN DRIVE AISLES AND ALL FIRE APPARATUS AREAS. 1 T' OF 1 1/2' MINUS CRUSHED QUARRY ROCK COMPACTED AT 95% RELATIVE COMPACTION ASTM D1557 OR AASHTO T180 (MODIFIED in PROCTOR) 0 0 0 0 0 0 0 0 0 0O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 O O O O O O O O O O O O O if Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 e O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 GEOTEXTILE FABRIC MIRAFI 500XOR EQUIVALENT, k 0 0 0 0 0 0 0 0 0 0 O OVERLAP EDGES IB"MINIMUM, NOWURINKLES. io COMPACTED OR UNDISTURBED SUBGRADE ASPHALTIC CONCRETE PAVING NOTE: 1/2' RADIUS TOOLED CONCRETE 1. LOCATE BETWEEN ALL POURS. EDGE, TYP. CONTROL OR EXPANSION JOINT 8 X #3 SLIP DOWEL (off 24" O.C. AND 6" FROM EACH END CONSTRUCTION JOINT LOCATIONS: ° ^ NEW POUR, TO EXISTING CONCRETE e • CONDITIONS OR TO FUTURE ..0 00 00000 OO Oo 00 0O O 0O 0O 0O O 0O O a O 0O 0O 0O 0O 0O 0O 0O 0O 000 CONCRETE CONSTRUCTION JOINT N.T.S. 3/4" MINUS COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 NOTE: 1. PROVIDE EXPANSION JOINT AT ADJACENT WALLS. 2. REMOVE TROWEL MARKS. •6" CONCRETE AND 12" BASE COURSE Q VEHICLE AREAS CAST IN PLACE CONCRETE MINIMUM OF 3500 PSI BROOM FINISH STANDARD GRAY • FOR LOCATION OF SCORE JOINTS OR EXPANSION JOINTS. SEE SITE PLAN AND LAYOUT PLAN #3 BAR 16' O.C. BOTH WAYS WITH A MINIMUM CLEARANCE OF 2". A CONTINUOUS BAR MUST MAKEUPCORNERS. FINISH GRADE 2" CLEAR O000l oo•' gL°Ilu-II°LLgl-LL 000000000000 000000 _ 00000 000000 l0 314" MINUS COMPACTED CRUSHED QUARRY ROCK, 6COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MIN. MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 CONCRETE PAVING COMPACTED OR UNDISTURBED SUBGRADE BIKE RACK: RADIUS PIPE BENDING, 541.998.9700, warv,.radiuspipe.eonn • RPB HOOP STYLE MODEL -24" DIA. ROUND • 1-7/6' OD ASTM SCHEDULE 40 STEEL PIPE. • HOT DIPPED GALVANIZED FINISH MOUNTING: • CORROSION AND VANDAL RESISTANT EXPANSION ANCHORS, MIN )�' DIA • 4 EACH BASE PLATE BASE MINIMUM 4" CONCRETE SLAB a OR UNDISTURBED SUBGRADE a - - 'd_ 00000000000000000000000000000 On O o O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 0_0 n 0 n 0 0 0 0 0 0 0 0 0 0 0 C, 0 2 6.2 8. CONCRETE PAVING L82 AUC PAVING CONTROLJOINT CONCRETE CURB OR CURB AND GUTTER (SEE O O PLAN FOR LOCATIONS) 8" CAST IN PLACE CONCRETE CURB, TYP. 0 0 A.C. PAVING q. • PLACE CONTROL JOINTS AT I5'INTERVALS. m ALIGN WITH ADJACENT PAVING JOINTS 000000 My V701, 0000000000 �. " INTEGRAL CURB. PROVIDE CONTROL JOINTS ®16 0000 0000000 0 00 O 00 0 '. OA.& EXPANSION JOINTS ®300.C. MAX. ADJUST 0000 00000000 ''- JOINT LOCATIONS TO ALIGN WITH ADJACENT p PAVING JOINTS. 000000 0 W LL O 0000 (2) #3 REBAR, CONTINUOUS, MIN. Z' COVER o5mioa 3/4" MINUS COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 95% OF THE MATERIAL'S �z.asy MAXIMUM DRY DENSITY AS DETERMINED BY ASTM W��aLLH .� ow METHOD D-1557 COMPACTED OR UNDISTURBED SUBGRADE 1 INTEGRAL CURB AND SIDEWALK m m NTS BIKE HOOP NOTE: WHEN LABELED "SLOTTED CURB" PROVIDE A 1'0" WIDE GAP IN THE VERTICAL CURB CENTERED AT EACH ADJACENT PARKING STALL STRIPE. GUTTER IS CONTINUOUS. PLANTER BED OR ADJACENT PAVING 6" 1" BATTER RR.PCIRRC:IRRwlseINMw Z,0" FINISH GRADE 1" BATTIER rt A/C PAVING NOTE: 1. LOCATE WHERE SHOWN. ca 0000000000, 0 0 0 0 0 0 0 0 0 0 000000000000000000 o C CAST IN PLACE CONCRETE CURB, TYP. 000 O MINIMUM 6" OF 3/4"MINUS COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 CONCRETE CURB AND GUTTER N.T.S. COMPACTED OR UNDISTURBED SUBGRADE CONCRETE CONTROL JOINT FINISH GRADE MINIMUM 6" OF 3/4" MINUS COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 CONCRETE CURB 1/2" RADIUS TOOLED CONCRETE EDGE, TYP. JOINT DEPTH MIN. 1/4 SLAB THICKNESS SUBSEQUENT CRACK DUE TO SLAB WEAKENING 3/4" MINUS COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 COMPACTED OR UNDISTURBED SUBGRADE yIS E NOTE: 6'OF ° CONCRETEAT 000000000000000000 VEHICLEAREAS 000000000000000000 OQ OQ OQ OQ opo 0_O O O 1/4" RADIUS CI JOINT REMOVE ALL TROWEL MARKS. SEE SITE PLAN FOR LOCATION OF EJ EXPANSION JOINT MATERIAL HOLD 1/2" BELOW SURFACE #4 SPEED DOWEL WITH 18" LONG #4 SMOOTH ROD 012" O.C. INSTALL AT MID DEPTH OF SLAB. SPEED DOWEL AVAILABLE THROUGH WHITE CAP CONSTRUCTION SUPPLY 1 -800 -WHITECAP CAST IN PLACE CONCRETE EXPANSION JOINT AND DOWEL LOCATIONS: EQUALLY SPACE EVERY 30', CHANGE OF DIRECTION, NEW MATERIAL OR AT VERTICAL STRUCTURE CONCRETE EXPANSION JOINT #3 BAR TOP AND BOTTOM WITH A MINIMUM CLEARANCE OF 7'. A CONTINUOUS BAR MUST MAKEUP CORNERS. r io 6.2 8. MASTIC OR EPDXY ADHESIVE AUC PAVING O O CAST IN PLACE CONCRETE CURB, TYP. 0 0 • ALL RADII TO BE 3/4" 4'eMIN.'l 0000 • PLACE CONTROL JOINTS AT I5'INTERVALS. ePo ALIGN WITH ADJACENT PAVING JOINTS --CURB AND GUTTER LAN FOR LOCATIONS) SECTION- WHEEL STOP DETAIL EXTRUDED CONCRETE WHEELSTOP11 6.2 8. MASTIC OR EPDXY ADHESIVE � I PAVING AS SPECIFIED SUBGRADE (2) - Pinnlrq Hole AReei @�PIwBo •Philo BUMPER CURBS/ ECOLOGY BLOCK BUMPER CURB TUF-STOP PLASTIC CAPPED 6'-0" LONG 124 Ibs. Colors - fiord... -Y•le#- Oldcmtle Precast' — Hontlicoppetl 'Blue' PO Box 323, W lecrrville. Oregon 97070-0323 Tell: (5)3)682-2844 Fax:(503)682-2867 WHEEL STOP N.H. Phil LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 05.15.2020 } LANDSCAPE ARCHITECTS } � I wo��~ __LLSW� wp6�pa v wD o'ou2 - oR1. My V701, of <;�F IL IL m ', d.z -- `-'w m o' <g$ioim W LL o5mioa N v E N o W �z.asy N U) W a W��aLLH .� ow F 00 o N go m m olyio.-3=5 ucy<rRa W 3: c 33 w F in a 3 r i.— A4 R G� ATR Oodc pe Y Ag�� G W IL z U ca C 0 0 W z U Q �/ LL lY 0 LLJ in //1 0 � / tL of J 2 � '0 Q N ❑ ❑ L •r J J w W W i (D (D (D (D W w Z Z Q 0_ 0_ (L a Rer4sions # Date Description 3 K� 5k E a� E € y C B S xC b Y e a • L8.2 END CURB ADA SIGNAGE FLUSH SEE SITE PLAN FOR LOCATIONS A SIGNAGE 6" X 14" CURB BACK OF RAMP END CURB r, AD FLUSH 2 5 w W ofQ ❑ 3 FLUSH CURB SEE PLANS FOR LOCATION SLOPE CURB TO ASPHALT PAVING 6" CURB MATCH SIDEWALK CURB RAMP TYPE 1 } LANDSCAPE ARCHITECTS } THE L CURB RAMP TYPE 2 to wo N.T.S. sw� NTS NOTES: � n L8.3 ACCESSIBLE STALL SIGN Q0 1. LOCATE SIGN 30" FROM FACE OF CURB UNLESS SHOMM OTHERMASE ON PLAN. of<�� IL m GALV. STEEL CAP. TACK MELD TO SECURE. = N D -- �w m O m '�g< <g$ioim W LL RESERVED v E o 2- Ww PARKING N U) so a W ow F R o VEHICLE PARKING CONTROL SIGN (R7-8) NOTES: W N w 4" MADE PAINTED 1. APPLY AS SPECIFIED f m a STRIPES ON STALL& 2. SEE PLANS FOR n CEssiBLE AISLE -MMITE LOCATIONS. eATRE U N TYP ti 'VAN ACCESSIBLE" SIGN n } (R7 -8P) ON VAN STALLS Z Q U ca a - O PAVEMENT STENCIL - 2 3/8" DLA. SCHEDULE 40 GALV. STEEL PIPE. W 3" MIN. STROKE WIDTH - z U INSTALL PLUMB. LL O MITE o E fn o S 5 FINISH GRADE W of J 2 0 R J J W W W LL LL r W W z Z z Z a a to to y4 # Date Description J V II p CONCRETE FOOTING j _ #4 REBAR THROUGH PIPE n 3 COMPACTED SUBGRADE ze„MiN, z IS- DIA. %1 SEE PIANB FOR IMDTI SEE PLPNS a� / FOR IMDTI 3 im B (;�ACCESSIBLE STALL STRIPING �� ACCESSIBLE STALL SIGN C 3e SCALE 3/4” = 1'-0" SCALE 3/4" = 1'-0" IED LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 05.15.2020 9 } LANDSCAPE ARCHITECTS } THE SATRE GROUP to wo sw� wp6�p; � n ooua�z so�p� of<�� IL m Goa = N D -- �w m O m '�g< <g$ioim W LL 50`w v E o 2- Ww �z.asy ��aLLH N U) so a W ow F R o r W N w .3�,cp 0 f m a rw�Eoi eATRE U N ti W a } Z Q U ca C O W z U Q _ LL O W J a E fn o in W of J 2 0 J J W W W LL LL r W W z Z z Z a a to to Revisions # Date Description 3 z 5k a� im B S C 3e Y m a na L8.3 9 NOTES: 1. PROVIDE SLEEVING TO ALL ALL PLANTING AREAS AS DETERMINED IN THE FIELD. 2 EXTEND SLEEVE A MINIMUM OF I'-0"BEYOND PAVING 3. EDGES, EXCEPT WHERE THE SLEEVE IS FOR FUTURE USE EXTEND SLEEVE 24"-30" BEYOND PAVING EDGES.CAP ENDS PRIOR TO BACKFILLING. PROVIDE ROOFING NAIL MARKER AT PAVING EDGES ABOVE SLEEVE ENDS. — PAVING SCHEDULE 40 IRRIGATION SLEEVE, SEE PLAN FOR SIZE & LOCATION. IRRIGATION SLEEVE WALL �II I 1Yi"DIA. CONDUIT AND FITTINGS- _ PAINT TO MATCH WALL SCHEDULE 80 PVC WIRES TO REMOTE CONTROL VALVES WIRES FROM ELECTRICAL FINISH SURFACE 90° ELL- 1 J4' DIA. CONDUIT IRRIGATION CONTROLLER NOTE: 1. SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. PLANT TABLET(S} QUANTITY PER MANUFACTURER'S HIGH RATE :U11IH:1411Z 71-2 PLANTING BACKFII MINIMUM SHRUB PLANTING CONTROLLER WITH LOCKABLE CASE - SECURE TO WALL 4" DEEP MULCH kA TRUNK CROWN 4" ABOVE i GRADE i GRADE FROM SUPPLY— SCHEDULE 80 PVC O�O�O 0O tiZ•=,• fy • • HOT BOX LB2 FROST PROOF NOTES: E� Stake 3 sides -'Q' 1. USE TEFLON TAPE ON ALL THREADED PIPE JOINTS. 2" x 2" x 24" COMPACT w e W - 2. CONSTRUCT AND INSTALL VALVE SUMP AS SPECIFIED. MATERIAL > N d r WILKINS 975XL2 BACKFLOW 3, SET ENCLOSURE ON FIRM LEVEL SUPPORT, ON CONCRETE BRICKS ON SURFACE OF VALVE SUMP. o @ wpw9S SCHEDULE 40 IRRIGATION SLEEVE, SEE PLAN FOR SIZE & LOCATION. IRRIGATION SLEEVE WALL �II I 1Yi"DIA. CONDUIT AND FITTINGS- _ PAINT TO MATCH WALL SCHEDULE 80 PVC WIRES TO REMOTE CONTROL VALVES WIRES FROM ELECTRICAL FINISH SURFACE 90° ELL- 1 J4' DIA. CONDUIT IRRIGATION CONTROLLER NOTE: 1. SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. PLANT TABLET(S} QUANTITY PER MANUFACTURER'S HIGH RATE :U11IH:1411Z 71-2 PLANTING BACKFII MINIMUM SHRUB PLANTING CONTROLLER WITH LOCKABLE CASE - SECURE TO WALL 4" DEEP MULCH kA TRUNK CROWN 4" ABOVE i GRADE i GRADE FROM SUPPLY— SCHEDULE 80 PVC O�O�O 0O tiZ•=,• fy • • HOT BOX LB2 FROST PROOF NOTES: E� Stake 3 sides ENCLOSURE -GREEN 1. USE TEFLON TAPE ON ALL THREADED PIPE JOINTS. 2" x 2" x 24" - OR COMPACTED SUBGRADE m 2. CONSTRUCT AND INSTALL VALVE SUMP AS SPECIFIED. wo�i9 IMPORTANT: WILKINS 975XL2 BACKFLOW 3, SET ENCLOSURE ON FIRM LEVEL SUPPORT, ON CONCRETE BRICKS ON SURFACE OF VALVE SUMP. PREVENTER - 1-11T' wpw9S Rootcrown to be a minimum 4" finishgrade. Form 3"dm C of above VALVE BOX. O0 SHUTOFF VALVE SET TOP OF BOX FLUSH _ 6yvywop W LL Z WITH FINISH GRADE. 3w BALLVALVE o5m:oa .N%� W. V U R'U�)rda TOP OF MULCH LAVER 1'00 LQD o o ff> N;15- N = ydy3p UNION COUPLING W 5 N mm O Wam' p ~p EACH SIDE OF w ?z ooh 52 CONTROLVALVE .0 CA PIPE TO IRRIGATION SYSTEM III III III III—III U (ION �w CO`SAE Ag�� 4" DEPTH CONCRETE PAD (4) 2"X4"X8" LZ r Z CONCRETE BRICKI Z„ ry _ J SET ON FIRM LEVEL 3 ry Q SUPPORT ON SURFACE Q 4" DEPTH COMPACTED OF VALVE SUMP Q Z CRUSHED ROCK BASE O O E e � LL ,QED y O J °.. Q Z 0 NOTES: 1. CONTRACTOR TO VERIFY INSTALLATION SPACE FOR BACKFLOW DEVICE IN ENCLOSURE PRIOR TO ORDERING. 2. BACKFLOW ASSEMBLY MAYBE LOCATED INDOORS IN LIEU OF SHOWN INCLOSURE. COORDINATE WITH GENERAL CONTRACTOR. 2. CONFIRM BACKFLOWINSTALLATION HEIGHT AS NECESSARY WITHIN LEGAL LIMITS TO FACILITATE EASE OF TESTING. 3. ANCHOR ENCLOSURE TO PAD AS SPECIFIED BV MANUFACTURER. 4. PROVIDE LOCKING MECHANISM FOR CABINET. REDUCED PRESSURE BACKFLOW ASSEMBLY N.T.S. ALLOW ROOM FOR MULCH Q EDGES HOLD FINISH GRADE LEVEL FOR FIRST 18" WHEN Q HEAD OF PARKING STALL FINISH GRADE IS TOP OF SOIL MULCH IS N ADDITION. SOIL IS 4" ABOVE ADJACENT PAVEMENT 18" 4:1 SLOPE Q EDGE. HOLD MULCH T' BELOW TOP OF PAVEMENT J PLANTING - BACKFILL MULCH — COMPACTED SUBGRADE TYPICAL PLANT BED PROFILE NIS CONTROL j IRRIGATION LATERAL WARES J PIPE BACKFILL COMPACTED SUBGRADE PIPE BEDDING CONTROL VALVE SUMP PROVIDE 4" MIN. VALVE IRRIGATION MAINLINE CLEARANCE. MIN. 4"SUMP DEPTH. FILTER FABRIC AUTOMATIC CONTROL VALVE CONTROL VALVE ASSEMBLY TREE Undisturbed or compacted subgrade 2x diameter of rootball NOTE REMOVE TREE TIES AT ONE YEAR WARRANTY. DECIDUOUS TREE PLANTING MULCH IMPORTANT: Rost crown to be a minimum of 4" above finish Protide a minimum of 18" of topsoil. Fill halfway and water thoroughly before backfilling. NOTES: 1. USE TEFLON TAPE ON ALL THREADED PVC JOINTS. 2. USE BOTTOM INLET ON ALL SPRINKLERS. FINISH GRADE SPRAY HEAD INSTALL IRRIG. HEAD FLUSH WITH TOP OF MULCH AT PLANT BEDS POP-UP SPRAY SPRINKLER Z ro PVC SCH 40 TEE OR ELL J SWING PIPE ASSEMBLY IRRIGATION LATERAL TREE TIES GUY WIRE SPACING Straight or approved" TREE STAKES - E� Stake 3 sides - MULCH 2" x 2" x 24" - OR COMPACTED SUBGRADE m hardwood stakes wo�i9 IMPORTANT: PLANT SAUCER wpw9S Rootcrown to be a minimum 4" finishgrade. Form 3"dm C of above of O0 2X diameter of rootball NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE. CONIFEROUS TREE PLANTING DETAIL LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 05.15.2020 BACKFlLL E� Fill halfway and water thoroughly IIID before backfilling. UNDISTURBED TREE PEDESTAL OR COMPACTED SUBGRADE m Prepare subsoi to prevent seltlng 2X diameter of rootball NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE. CONIFEROUS TREE PLANTING DETAIL LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 05.15.2020 + LANDSCAPE ARCHITECTS + � I wo�i9 wpw9S r of O0 w uwos IL c v N � _ 6yvywop W LL Z DO:. 3w CD�o 0o o5m:oa .N%� W. V U R'U�)rda 1'00 LQD o o ff> N;15- N = ydy3p W 5 N mm O Wam' p ~p 5 F M d w ?z ooh 52 .0 CA r"nf1A R E U (ION �w CO`SAE Ag�� LZ r Z Q J a } Q z Q Z Q ca C Z O O v W � LL ,QED y O J °.. Q Z 0 1 W W K ,^ V+ J '0 J T i O � o 0 Q J J LU W W WW Z Z a a rn rn Revisions # Date Desaplcn w_ rcJ Z m a V V S C N Y q O a n o U` u o n FL804 l• RIM. -445.00 I I I I I II I I I � I I I I I I 2012 Branch Enaineerina. Inc e E)WW 8'—(E)WW NUGGET WAY (E)WW(E)WW • I . I �I�I�ITI 1 I In, IF I �I�I�ITI I—I� I In, LIGHT MOUNTED ON POWER POLE FENCE X X OHW OVERHEAD WIRES -(E)W— WATER LINE (E)SD STORMWATER LINE -(E)G— GAS LINE (E)E UNDERGROUND ELECTRIC UNE (E)WW SANITARY LINE B WATER METER ® ONE UNDERGROUND VALVE BOX AND TWO ABOVE GROUND REDUCED PRESSURE BACKFLOW SYSTEMS. DG WATER VALVE Y FIRE HYDRANT IBM GAS METER ® ROOM �—I©I I W I I In, STORMWATER CONSTRUCTION NOTES 401 FURNISH AND INSTALL INLET CATCH BASIN. 402 FURNISH AND INSTALL DOUBLE CHAMBER CATCH BASIN. 404 INSTALL STORMWATER CLEANOUT ¢2p FURNISH AND INSTALL ROOF DOWN SPOUT. 421 FURNISH AND INSTALL 4" STORMWATER PIPE WITH TRACER WIRE AT I% SLOPE UNLESS OTHERWISE NOTED IN PLANS. WEEP HOLE DOWNSPOUTS TO CURB. 422 FURNISH AND INSTALL 8" STORMWATER PIPE WITH TRACER WIRE AT SLOPE NOTED IN PLANS. 424 INSTALL 8" STORMWATER PERFORATED PIPE W/ TRACER WIRE AT 0.0%. LEGEND DUSTING GUY WIRE =1-+ CURB LIGHT MOUNTED ON POWER POLE FENCE X X OHW OVERHEAD WIRES -(E)W— WATER LINE (E)SD STORMWATER LINE -(E)G— GAS LINE (E)E UNDERGROUND ELECTRIC UNE (E)WW SANITARY LINE B WATER METER ® ONE UNDERGROUND VALVE BOX AND TWO ABOVE GROUND REDUCED PRESSURE BACKFLOW SYSTEMS. DG WATER VALVE Y FIRE HYDRANT IBM GAS METER ® GAS VALVE ® WASTEWATER MANHOLE ® STORMWATER MANHOLE e CATCH BASIN V CLEAN OUT ■ 0 POWER POLE 430 INSTALL CLASS 50 RIP RAP OUTFALL PROTECTION (2'Wx2' x12 D). LINE UNDERSIDE OF RIP RAP WITH GEOTEX77LE FABRIC. 440 CONSTRUCT VEGETATED STORMWATER TREATMENT FACILITY PER CITY OF EUGENE STORMWATER MANAGEMENT MANUAL. SEE LANDSCAPE PLAN FOR PLANTING DESIGN. 450 CONSTRUCT SLOTTED CONCRETE CURB PER LANDSCAPE PLAN SET. INSTALL 1.5'WX1.5'LX1'D COARSE OPEN—GRADED 2" MINUS CRUSHED ROCK ALONG BACKSIDE OF CURB FOR LENGTH OF SLOTTED CURB OPENING. E GUY WIRE =1-+ STREET LIGHT LIGHT MOUNTED ON POWER POLE W) ELECTRIC VAULT © ELECTRIC METER ® TELEPHONE VAULT LTD BUS STOP CONCRETE [D DECIDUOUS TREE ASPHALT EDGE (Nranch ENGINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR BRED PROFFS SIN rt2 2W' �#]9232P DIGITALLY SIGNED OREzGON PAR = 9T °Fc. l, i°�� �O �qN EXPIRES: DECEMBER 31, 2020 project title revisions: date: MAY 1 5, 2020 Tdrawn by: cm / ) O N designer: cm 1V project no. 19-577 I STORMWATER PLAN GRAPHIC SCALE 30 0 15 30 60 PRELIMINARY. FOR CITY SITE REVIEW ONLY sheet. ( IN FEET) ` (^ 1 ■ 0 W U PROPOSED SD STORMWATER PIPE PERFORATED STORMWATER PIPE CLEANOUT O V ■ 0 DITCH INLET Z J DUAL CHAMBER CATCH BASiN SANITARY PIPE /� SS WATER LINE WATER METER \< Z W ® DQ WATER VALVE FIRE HYDRANT C G O 1.5" DOMESTIC BACKFLOW VAULT 0 ❑ 1" IRRIG4710N BACKFLOW VAULT U UJW T � STREET LIGHT 0 CURB 0 Z STORMWATER FACILITY W 0 NEW PROPERTY LINE Lu 0 Lo u V 1 VI J � Z O QJ Waw _ C)0 m w Z0� 0'6LJJ r LL– U W z LA<2�rn revisions: date: MAY 1 5, 2020 Tdrawn by: cm / ) O N designer: cm 1V project no. 19-577 I STORMWATER PLAN GRAPHIC SCALE 30 0 15 30 60 PRELIMINARY. FOR CITY SITE REVIEW ONLY sheet. ( IN FEET) ` (^ 1 ■ 0 44 A \ 20.00' x 20.00'US WEST COMMUNICATIONS EASEMENT E)WW B"—(E)WW NUGGET WAY Hill APPROX. LOCATION OF 3' E NT TO BE VACATED AI I � I UTILITY NOTES 1. CONTRACTOR TO POTHOLE EXISTING UTILITIES TO VERIFY DEPTH AND SIZE. NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONFLICTS AT LEAST 48 HOURS BEFORE EXCAVATION/CONSTRUCTION. 2. CONTRACTOR TO COORDINATE WITH SUB ELECTRIC FOR ALL ELECTRIC UTILITY CONNECTIONS AND DEVICES. 3. ELECTRIC VAULT MUST BE 10 FEET FROM TREES AND BUILDING EAVES AND 0.5 FEET FROM ALL OTHER UNDERGROUND UTILITIES. 4. CONTRACTOR TO COORDINATE WITH SUB WATER FOR ALL WATER UTILITY CONNECTIONS AND DEVICES. (E)WW(4f)WW I CJ 'I — — — — — — — — — — — — LU [_] 32' ACCESS EASEMENT JOINT—USE BY TLs 500 & 700 TO BE VACATED 304 I J .t.... I ILiii I LL PROPOSED LL CURB � GUY WIRE I •Ta T•f- T �• -T•T Tom - Q SD STORMWATER PIPE FENCE j"`(—} I ::... ," 304 I I PRIVATE STORM DRAINAGE EASEMENT - _______ t — JOINT USE BY TLs 200, 500 & 700 LIGHT MOUNTED ON POWER POLE V CLEANOUT ce I I WATER UNE J W n W I I I \ I I I I UTILITY CONSTRUCTION NOTES 200 CAP EXISTING 1.5" WATER SERVICE LINE, WORK BY SUB WATER 201 CONNECTION TO WATER MAIN, LOCATION AND WORK BY SUB WATER 202 REMOVE AND RELOCATE EXISTING WATER METER. CONNECT EXISTING 1.5" WATER STUB. WORK BY SUB WATER 203 INSTALL WATER 1.5" WATER METER. WORK DONE BY SUB WATER 204 PUBLIC FIRE HYDRANT INSTALLED AND LOCATED BY SUB WATER 205 FURNISH AND INSTALL 1.5" BACKFLOW PREVENTER FOR NEW DOMESTIC WATER LINE IN HEATED ABOVE GROUND BACKFLOW VAULT. 206 FURNISH AND INSTALL 1" IRRIGATION BACKFLOW PREVENTER FOR NEW IRRIGATION LINE IN HEATED ABOVE GROUND BACKFLOW VAULT. 207 FURNISH AND INSTALL NEW 1.5" DOMESTIC WATER LINE. 208 WATER CONNECTION POINT TO BUILDING. SEE PLUMBING PLANS. 300 CONNECT TO EXISTING 8" WASTEWATER PIPE. 301 WASTEWATER CONNECTION POINT TO BUILDING. SEE PLUMBING PLANS. 302 FURNISH AND INSTALL WASTEWATER CLEANOUT 303 FURNISH AND INSTALL 6" WASTEWATER PIPE ® 2% SLOPE MINIMUM. 304 RAISE WASTEWATER MANHOLE RIM TO FINISHED GRADE. LEGEND 500 INSTALL STREET LIGHT PER CONCURRENT ENCROACHMENT PERMIT. 503 CONTRACTOR TO COORDINATE WITH S.U.B. TO CONNECT CONDUIT TO ELECTRIC POLE. 504 APPROXIMATE LOCATION OF JOINT—UTILITY TRENCH. FURNISH AND INSTALL ELECTRICAL CONDUIT. SEE ELECTRICAL AND S.U.B. PLANS FOR SIZE AND QUANTITY. 505 APPROXIMATE LOCATION OF ELECTRICAL METER PANELS. SEE ELECTRICAL PLANS. COORDINATE WITH S.U.B. FOR INSTALLATION. 506 APPROXIMATE LOCATION OF ELECTRICAL TRANSFORMER. FURNISH AND INSTALL 1201208V THREE PHASE PADMOUNT CONCRETE TRANSFORMER VAULT. SEE ELECTRICAL PLANS AND COORDINATE WITH S.U.B. FOR INSTALLATION. 508 COORDINATE WITH COMCAST FOR TELECOMMUNICATIONS INFRASTRUCTURE. 511 COORDINATE WITH NW NATURAL GAS FOR CONNECTION TO EXISTING GAS SERVICE WORK TO BE DONE BY NW NATURAL GAS. 512 NEW 1" GAS LINE TO SERVICE BUILDING. 513 GAS CONNECTION TO BUILDING. SEE MEP PLANS. EXISTING LU V LL PROPOSED LL CURB � GUY WIRE Q SD STORMWATER PIPE FENCE j"`(—} STREET LIGHT O 0 PERFORATED STORMWATER PIPE OHW OVERHEAD WIRES V LIGHT MOUNTED ON POWER POLE V CLEANOUT ce (E)W WATER UNE J N —(E)Sp �Z/ li STORMWATER UNE 1197 ELECTRIC VAULT ■ DITCH INLET -(E)G—GAS UNE ELECTRIC METER 0 DUAL CHAMBER CATCH BASIN -(E)E—UNDERGROUND ~o ELECTRIC LINE DID TELEPHONE VAULT SS SANITARY PIPE —(E)WW LU SANITARY UNE LTD BUS STOP W WATER LINE Y) ® WATER METER 0 ® WATER METER r [.L LU A Q z Z a � 77v� CONCRETE >4 WATER VALVE ® ONE UNDERGROUND VALVE BOX AND TWO 49F FIRE HYDRANT ABOVE GROUND REDUCED PRESSURE BACKFLOW SYSTEMS. • DECIDUOUS TREE ❑ 1.5 DOMESTIC BACKFLOW VAULT DG WATER VALVE FIRE HYDRANTS ASPHALT EDGE ❑ i" IRRIGATION B4CKFLOW VAULT ® GAS METER }-- STREET LIGHT ® GAS VALVE CURB ® WASTEWATER MANHOLE ® STORMWATER MANHOLE STORMWATER FACILITY A CATCH BASIN V CLEAN OUT NEW PROPERTY LINE C POWER POLE �o N 4 GRAPHIC SCALE o� 30 0 15 30 60 PRELIMINARY: FOR CITY SITE REVIEW ONLY I i IN FEET ) C anch ENGINEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 SM Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR ��RED PROFe #'INj`��s%� 9232PE DIGITALLY SIGNED kt�OREGON fc.2zo:� PAT��� EXPIRES: DECEMBER 31, 2020 project title: revisions: date: MAY 1 5, 2020 drawn by: CM designer: CM project no: 19-577 UTI LITY PLAN sheet CZ■0 LU V LL LL �0 Q O 0 V W ce o J N �Z/ li LU o o LA Lo VY J M ~o Z QJ LU Lid _ moo Y) LU Z 0 LJ..I 6 r [.L LU A Q z Z a � revisions: date: MAY 1 5, 2020 drawn by: CM designer: CM project no: 19-577 UTI LITY PLAN sheet CZ■0 .............. ............ .... .44 AC 4 4 94 608; C**4' TC;44 5. 5 AC:44 .55 603 1 604 TC:447.es 604 AC:447.351 NUGGET WAY TC:448.65 AC:448.15 4 TC:449.61 AC:449.11N-fc:449.93 tf��C:449.33 - - �75 ACz 25 :TC 45 I- I -TC:450.80 I �' --- : . ' . -m C45?.8 C-450.95 TC:450.88 AC:450.38 < :450.69 :450.6 9 AC:449.00 YC:450.�5 603 C AC:449.43 TC -1 rc:447.44 609 TOP Or CURB/ASPHALT ELEVATIONS AC:449.00 51.00: C:450.12 D8 0 .. ................. .... ........ . ... AQ -450.50 O0 AC:45 .36 C:450.4 TC:* * 5-11 C:450.5\5� 91:; 05 U W ' TC:49.0 60 .35t. AC: 0.3 C) AC448617--LITC:147 9 AC:448.58 TC45 10 is A Ice ~ . . . . . . . . . . AC:447.44 IIIIIIIIIIIIII . . . . . . . . . . . . . . . . . . . . FC:4498 600 I 4 Lo V) -J 600....... =J~0 kC:449 48 z . ..... ....................... 7 Waw LU T&iA C) C:449.39- Wrn AC:450.3E w0'd z 6 �dj 603 I\\ -C:451.98 LU c 0- < Z 4 A 2 :456.52 TC:451.154" 50.0 ACA5o.ss 1 F.F.E. 451.20 .1 TC:449.4 AC:448.97 C.450.52 0 TC:45 .85- A I C0.4 :451.04 AC:450.35 C:45 50.8 bu� TC:448.55 ----�Q' AC:448.05 C: 450.55- T. C:450.35-- a 603 0:450.45-, 61 I C:450.85� \-C :451.20 C:450.95-� 609 600 C:451.2 . ..... . 0.1 9-3.............. .............. 604 :450.0' A . :450.9 4 • TC:449.7 .5 AC:449.: -!':-IC .... ...... -TC: 6--L C: 44 6 �,C:4493 C-450 4 450178 =TC4'50 AC -450 28 C:447.29 7 - tf��C:449.33 - - I -TC:450.80 I �' --- : . ' . -m C:447 9 NEW ASPHALT < '50.70 AC:449.00 603 446 - 604 TC -1 rc:447.44 609 TOP Or CURB/ASPHALT ELEVATIONS AC:449.00 0 4C:446.94 Z O0 TC:* * 5-11 U W ' TC:49.0 .35t. AC: Ice C) AC448617--LITC:147 9 AC:448.58 TC45 10 T Ice ~ AC:447.44 IIIIIIIIIIIIII : AC4 60 FC:4498 LA Lo V) -J =J~0 kC:449 48 z . ..... ....................... 7 Waw LU Lu C) C:449.39- Wrn w0'd z 6 �dj LU 11, 0- < Z /* A 2 t/1 ON) TC 447:58 ,C�4-470 C:448.6 :448.1 I I 71 21 GENERAL NOTES 1. FUTURE MCVAY HWYINUGGET WAY ROUNDABOUT ELEVA77ONS AND EXACT ENVELOPE UNKNOWN MCWAY HWY AND NUGGET WAY NEW ROW BASED ON EXPECTED STREET ENVELOPES. LEGEND CONSTRUCTION NOTES 600 CONSTRUCT MONOLITHIC CURB AND SIDEWALK. 607 CONSTRUCT 4" THICK CONCRETE SIDEWALK WITH 2" COMPACTED CRUSHED ROCK. 603 CONSTRUCT ASPHALT PAVING SECTION PER GEOTECHNICAL REPORT RECOMMENDATIONS 604 CONSTRUCT VERTICAL CURB. 606 CONSTRUCT CITY OF SPRINGFIELD COMMERCIAL DRIVEWAY APPROACH. 608 CONSTRUCT CURB AND CUTTER. 609 CONSTRUCT SLOTTED CURB AND CUTTER PER LANDSCAPE PLAN SET. N i GRAPHIC SCALE 30 0 15 30 60 IN FEET PRELIMINARY. FOR CITY SITE REVIEW ONLY C anch ENGINEERING= Since 1977 civil - transportation structural - geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR L t4 D"�;�#79213q2PE DIGITALLY SIGNED OREGON : t 6 ec22 cl50 4 4 1 IV V: PA PA EXPIRES: DEcEHeER 31, 2020 project title: PROPOSED GRADE EXISTING GRADE 448 NEW ASPHALT < CONCRETE AC:449.00 ASPHALT ELEVATION -,---C:449.50 CONCRETE ELEVATION �TC:449.50 TOP Or CURB/ASPHALT ELEVATIONS AC:449.00 N i GRAPHIC SCALE 30 0 15 30 60 IN FEET PRELIMINARY. FOR CITY SITE REVIEW ONLY C anch ENGINEERING= Since 1977 civil - transportation structural - geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR L t4 D"�;�#79213q2PE DIGITALLY SIGNED OREGON : t 6 ec22 cl50 4 4 1 IV V: PA PA EXPIRES: DEcEHeER 31, 2020 project title: revisions: dam: MAY 15. 2020 drawn by: CM designer: CM project no: 19-577 GRADING AND PAVING PLAN sheet. C3,0 I LU U LL LL 0 Z Z O0 U W Ice Ice C) Z JN Ice ~ IIIIIIIIIIIIII i: 0 0 LA Lo V) -J =J~0 z Q Waw LU Lu C) 0 Wrn w0'd z 6 �dj LU 11, 0- < Z A 2 t/1 ON) revisions: dam: MAY 15. 2020 drawn by: CM designer: CM project no: 19-577 GRADING AND PAVING PLAN sheet. C3,0 I O 2 O O A3 0, AaoO A2.00 O O 7 424p' 33-T' 38-9' 17-6' 22-Y. 1T-6 39-9' 1s -p' @ - p' EQ EQ 8-9 vY'� UNE OF COVER ABOVE 11'-p' 11'-p' a v 18I -p' r_ ________ ____�_______ ____ _________ ________ 4001 li " 1p -p' @-1p' @-1p' 1p -p' E3 Y 1 Y -1"I 11'-61/Y' a it 4001 4001 a 1 A VT 9-4 W4 VT 15'Y' 16-p' pp• m iv PRIVATE F 10 A2.02 PRIVATE OFFICE z c Q STORAGE OFFICE r„F 123 a o ,25 I Fi28 CONFERENCE N a ^ -LARGE N O N 11 113 13 125 O O BREAKIII tv b b A202 ROOM b OPEN a II 11 Li 12 III OFFICE 6 Y 11'-5" 1s-10' -11 SAt' 121A OPEN PRINT22-02 OPEN OFFICE STATION W4 W6 OFFICE 1216 128 121 r' ELI (4) W WALLS THIS ROOM CLR PANTRY111A }\-J{ PAIN b - W4 r� � STAT" N 126 IN W6 BATHROOM BATHROOM 3_T' 01 ® W6-M1NN'S -WOMEN'S Wit CLR A1.07 Fol a STORAGE 1 O V 122 L] U W4 W4 U U F W6 F 0002 110 HAL AY 111 0002 m O 122 a Id 0-3 1/Y' 5-11 1/Y' 9-6' 5-11" 04 1/2' W F W7Z b 106 W7Z167 W7Z W7Z b T-1314' c v 'v v 1a' -p' 1a'4p' 14-p' 2 m _ a JANITOR o00, 30 A3.00 ,p Wit 106 32 MECHANICAL IT/S;� ER 0 1 ^ 107 h\n.IJu� W4 0 108 VJ I o N OPEN 10 W4 W4 1056 a iv a ^ OFFICE r` N iv IWVA 120 TRAINING ALIGN A200 4 o a V ROOM V w 105 LL I F 0 1 ' I LL i r WTL b rc W7Z W7Z b N 120 c � = 119 ---- ---- -PRINT 05 PRINT--- 4001 O 0 STATION STATION T -1314' E120A202 06 7e PRIVATE CONFERENCE QUIET A2.02 07 N UNE OF COVER ABOVE OFFICE -SMALL ROOM 04 Ffl7l Ffl8l119 �? O N .I 13 61 g p, HALLWAY HALLWAY 1 136 37 CONFERENCE @-p ie PRIVATE - MEDIUM au + OFFICE 116 b 115 105C W4 W4 b 116 OPEN OFFICE ,28A OPEN OFFICE 130 CONFERENCE I PRIVATE -SMALL OFFICE 71 -31 132 13-6' 9-p' CONFERENCE -MEDIUM A2.02 8 ,34 1r-9' PRIVATE OFFICE 127 PRIVATE OFFICE 29 PRIVATE O T -1 314" 101/Y' ee 2 � A3.00 I N 1 � 2 A2.00 iV I I a I I a ' A5.00 I I UNE OF COVER ABOVE I I I I F N 4001 OFFICE 133 T-13/4" 0001 PROVIDE PULL DOWN LADDER FOR MECHANICAL ACCESS 0002 PROVIDE FLOOR DRAIN 0003 BLOCK OUT FOR WALK OFF MATT PRIVATE PROVIDE POWER AND WATER LINES AS REQUIRED TO SODA DISPENSER STATION AND COFFEE SERVICE, SEE ELEVATIONS OFFICE HOUSE BIBS THIS LOCATION FREEZELESS WALL HYDRANT THIS LOCATION 35 a LU LU LU b OO ______ —------------` WU 02 11 OPP kO70L2 02 A1.07 01 0002 a PRINTAdAIL {yy') OPEN BATHROOML° 104 BATHROOM ^1 V OFFICE E IIIUNISE% t e -UNISEX OFFICE a to O 102 W6 RECEPTW6 103 o 136 11 a W6 W6 b _ b 100 09 1006 1 1 1 1 1 LOBBY 1 � 1 1 T-31/2' 4'-2' �'-2' 11'-2' 4'-Y' I'�' 4-Y' 4'-Y' 100 C 4'-2' 4'-2' 1�'-2' 4-Y' 11'-Y' 4'-Y' 4'-Y' T -31/Y' 100 li 4001 6-0' 6-5" 6-5" 6-p' 1'-i 314" Y-1" ,'„ 11'-T' 1@-1p' 11'-T' Y-1" 11'-8314" A4.01 �� N o T-8314" T -T' 1__T_� o N I 15' 1" 39-9' LL rf 3 O G O O A301 A3'00 A401 O O O O PARTITION PLAN 1/8" =1'-0" N a O O Ee Cl:I1I:1:L1NIIM:»W_1IIIMI 1. STANDARD WALL TYPE TO BE WS, U.O.N. SEE DETAIL SHEET SERIES ASXX FOR INFORMATION 2. STANDARD WALL TERMINATION TO BE TYPE Y, U.O.N. SEE DETAIL SHEETSERIES AS.XX FOR INFORMATION 3. DIMENSIONS ARE BASED ON WOOD FRAMED CONSTRUCTION. ALL INTERIOR WALL DIMENSIONS ARE TO THE CENTER OF STUD U.O.N. 4. DIMENSIONS AT EXTERIOR WALLS ARE TO THE EXTERIOR FACE OF STUD U.O.N. 5. DIMENSIONS MARKED CLEARARE FROM FINISH FACE TO FINISH FACE; DO NOT ADJUST WITHOUT WRITTEN DIRECTION FROM ARCHITECT. LEGEND: NEW DOOR NEW WALL O WALL TAG OWINDOW TAG 101 DOOR TAG OGRID LINE IDENTIFICATION - NEW KEYNOTES A COMMENTS 0001 PROVIDE PULL DOWN LADDER FOR MECHANICAL ACCESS 0002 PROVIDE FLOOR DRAIN 0003 BLOCK OUT FOR WALK OFF MATT 22-02 PROVIDE POWER AND WATER LINES AS REQUIRED TO SODA DISPENSER STATION AND COFFEE SERVICE, SEE ELEVATIONS 4001 HOUSE BIBS THIS LOCATION FREEZELESS WALL HYDRANT THIS LOCATION 12/31/2020 DESIGN DEVELOPMENT DOCUMENTS -NOT IF R CONSTRUCTION z w ¢o x� w� rw xr v? K 0 n aF U) O> > c C 0,N a N C / CO N Q IL TENANT WEYERHAUSER COMPANY SAMANTHA TURNER, SNR. REAL ESTATE MANAGER SAMANTHA.TURNER@ WEYERHAEUSER.COM 206539.4352 CONTRACTOR/OWNER WILDISH BUILDING CO. PO BOX 40310 EUGENE, OR 97404 MATT WYNNE, PROJECT ENGINEER MATTW@WILDISH.COM PH: 541.465.1700 STRUCTURAL ENGINEER STABILITY ENGINEERING, INC. 7T/ NE 2ND ST SUITE 280 JAMES DINARDO, P.E. JAMES. STAB60 JAMES@STABILITVENGINEERS.0 CM MEP CBD ENGINEERING 35468 RIVERSIDE DR. SW ALBANY, OREGON 97321 DAVID BACHMEIER, P.E. PH: 541.619.7287 BOHDrrOO@YAHOO.COM CE Project Status LU0 Issue Date U) LU LU LL C Z LU LU LU ^ L.L C/) Issue: Project Status Date: Issue Date Revision: Date: FLOOR PLAN A1.01 WEST 1/8" =1'-0" A NORTH 1/8" =1'-0" 12/31/2020 DESIGN DEVELOPMENT DOCUMENTS -NOT FOR CONSTRUCTION z m ¢o w� rw 3r U? aNl W Z 0 �K n aF ) u) >a C O N aov N co co N Q IL TENANT WEYERHAUSER COMPANY SAMANTHA TURNER, SNR. REAL ESTATE MANAGER SAMANTHA.TURNER@ WEYERHAEUSER.COM 206539.4352 CONTRACTOR/OWNER WILDISH BUILDING CO. PO BOX 40310 EUGENE, OR 97404 MATT WYNNE, PROJECT ENGINEER MATTW@WILDISH.COM PH: 541.485.1700 STRUCTURAL ENGINEER STABILITY ENGINEERING, INC. ]T/ NE 2ND ST SUITE 280 JAMES DINARDO, P.E. PH: 541.223.5360 JAMES@STABILITYENGINEERS.0 OM MEP CBD ENGINEERING 35468 RIVERSIDE DR. SW ALBANY, OREGON 97321 DAVID BACHMEIER, P.E. PH: 541.619.]28] BOHDrrOO@YAHOO.COM FIBER CEMENT VERTICAL HARDIEPLANK RUSTIC STATEMENT COLLECTION 2.5" EXPOSURE AT BATTEN A BOARDiBATTEN JAMES HARDIE GRAIN BATTEN BOARDS PRE -FINISHED ARCTIC BOARDS; 11.25"EXPOSURE AT C Z LU WHITE BOARDS B CULTURED STONE ELDORADO STACKED STONE BLACK RIVER VENEERWAINSCOT STONE ELDORADO SNAPPED EDGE C WAINSCOT SILL CAP STONE WAINSCOT SILL PEWTER HARDIEPLANK SELECT STATEMENT COLLECTION D SQUARE SHAKE SIDING JAMES HARDIE CEDARIALL PRE -FINISHED NIGHT GRAY E METAL GUTTERS AND DOWNSPOUTAL. GC TO SOURCE POWDERCOAT RAL COLOR TO MATCH METAL ROOF F SPACE LEFT INTENTIONALLY BLANK G ENTRYANDCANOPY TERRAMAI DOUG FIR MIXED GRAIN CLEAR POLY EXTERIOR 5firz5"z RANDOM LENGTHS FASCIA T&G PANELING FINISH "COOL"KYNAR - CHARCOAL H METAL ROOF TAYLOR METALS VERSA SPAN GREY JAMES HARDIE HARDIEPLANK SELECT STATEMENT COLLECTION FACIA BOARDS CEDARIALL PRE -FINISHED NIGHT GRAY JAMES HARDIE HARDIEPLANK SELECT 514 STATEMENT COLLECTION J TRIM BOARD RUSTIC I PRE -FINISHED NIGHT GRAY 8"EXPOSURE TRIM BOARDS: OUTSIDE HARDIEPLANK SELECT 541 STATEMENT COLLECTION K CORNERS JAMES HARDIE RUSTIC I PRE -FINISHED NIGHT GRAY &"EXPOSURE HARDIEPLANK SELECT 514 STATEMENT COLLECTION L TRIM BOARDS: WINDOWS JAMES HARDIE RUSTIC I PRE -FINISHED NIGHT GRAY 13 VC SIDE TRIR51/CTOP LAMINATED STRUCTURAL ARCHITECTURAL GRADE DOUG FIR, STAIN AND CLEAR COAT TO MATCH "G"TYPE M TIMBERSANDCOLUMNS GCTOSOURCE FINISH METAL STRAPPING AT EXPOSED STRUCTURAL N TIMBERS GC TO SOURCE POWDERCOAT BLACK 12/31/2020 DESIGN DEVELOPMENT DOCUMENTS -NOT FOR CONSTRUCTION z m ¢o w� rw 3r U? aNl W Z 0 �K n aF ) u) >a C O N aov N co co N Q IL TENANT WEYERHAUSER COMPANY SAMANTHA TURNER, SNR. REAL ESTATE MANAGER SAMANTHA.TURNER@ WEYERHAEUSER.COM 206539.4352 CONTRACTOR/OWNER WILDISH BUILDING CO. PO BOX 40310 EUGENE, OR 97404 MATT WYNNE, PROJECT ENGINEER MATTW@WILDISH.COM PH: 541.485.1700 STRUCTURAL ENGINEER STABILITY ENGINEERING, INC. ]T/ NE 2ND ST SUITE 280 JAMES DINARDO, P.E. PH: 541.223.5360 JAMES@STABILITYENGINEERS.0 OM MEP CBD ENGINEERING 35468 RIVERSIDE DR. SW ALBANY, OREGON 97321 DAVID BACHMEIER, P.E. PH: 541.619.]28] BOHDrrOO@YAHOO.COM TOP OF ROOFLINE TOP OF PLATE ggCEIILpLING HT WItJDOW HEADER HT 8'-0" Q� LEVEL 1 e. -e -e. SOUTH 4 1/8" =1'-0" Issue: Project Status Date: Issue Date Revision: Date: EXTERIOR ELEVATIONS A2.00 CE 0 LU J U) W YP. LU LL C Z LU LU 0_ 3: C/) TOP OF ROOFLINE TOP OF PLATE ggCEIILpLING HT WItJDOW HEADER HT 8'-0" Q� LEVEL 1 e. -e -e. SOUTH 4 1/8" =1'-0" Issue: Project Status Date: Issue Date Revision: Date: EXTERIOR ELEVATIONS A2.00 ," . 77