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Plan, Tentative APPLICANT 7/2/2020
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 siliaQvaritanearrhitedure.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 L&O LIGHTING PLAN LB.O IRRIGATION PLAN (N.I.C.) 17.0 PLANTING PLAN LB.O 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 07.01.2020 OMNI 1—ftaa 61 Ar i + LANBSCAPEARCHITECTS + GROUPTHE SATRE wo�i9 V:- r w uwos IL � v 7 poiQ m U, C7 � o 3w o5m:oa W Y 0�wyw y U WVi�d�� N.�QQ� N pydy3p� ��F3iop W 5 N O w e w JIR�D rSATRE F 97a OREGON sC�1'E AgG�ti z Q c� C 0 U W U W O UjZ Q 2 fn N D (7 W ILL ❑- J Lu 0 0 J J Lu W W � O Z Z U Www a a rn rn Remsions tt Date O .ptim G �3 $ zw zrc E E Z m a C Y No 0 N O q q L �q L a o u o a L1.0 m I 1 10' ODSLOPE EASEMENT RE \\\ I REEL 283D INST 39389 \ ` I I R 2001 f o I x (i' int •, 4 )E— c> R 17170 9(3 `J(3)-0(3 9( 1—O(3)-9(31 ==0(30(31—vk 3 9(3) ob)9(3)- 45 — 1 569'5729V .22 __ —� — _ _ _ _ — — — — — — — Its )20.00' x 20.00• US WEST— 7 PUE 10'ODIPT SL PE SEME T \\\� © o' / �� •�// \\V/ COMMUNICATIONS EASEMENT / IFEEL 80D 11 ST 3361 V� II I w 3 1_� �/' 9 \ \ I I I (E)G f of G IN I 7t. 600 I U w SgQ R4`F! IUO DOT SL2 PE EASEMENT II I w R 278D INST 30329 4452/ APPROX. LOCATION OF 3' I I \ EDGE 0,?A EWER ELECTRIC EASEIAENT I w C— — — — — — — — — — — — — — — — — — — — — — w: —— �r 10' ODOT SLOPE EASEMENT I I $ REEL 285D INST 18823 — — — — — — — — — — — — — — — — — — — — — — — _ — I h� it $Q /I1I � WELLHEAD PROTECTION AREAS MAP •t � I _ I Tr, 0 m i R3, ( _ � ` '� y ' "'3,l=. . •• • •• � CURVE TABLE CURVE It LENGTH RADIUS DELTA CHORD LINE TABLE C, 213,72 Rfl93 X•@'11' M -1459W,21117 IlrEp pPECnCN IEN3n1 C2 1889E Rfl93 23.59N' M3-NQW,16i71 t.1 m3.393PE 3,09 0 0193 Rfl93 R•U'23- W-15'RY', N.n BENCHMARK ELEVATIONS ARE BASED ON RTK GPS OBSERVATIONS TAKEN ON JAN. 28, 2020 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 12A(NAVD88) LEGEND MONUMENTS FOUND AS NOTED MONUMENTS FOUND: 1-3/8" 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 HE)E 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 • See sheet Ll.O for vicinity map. 3. The name location and dimensions of all emstin site features including buildings, curb cuts trees and ion ermous surface 9 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, location, 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. S. The 1OD-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 5ODyear 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 may be 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 NOTES 1 50 } LANDSCAPE ARCHITECTS } 1. LOCATIONS OF UNDERGROUND UTILITIES w o: wo�i9 - SHOWN ARE BASED ON A COMBINATION OF �u VISIBLE FACILITIES LOCATED ABOVE GROUND, wpags2 r AS BUILT DRAWINGS AND UTILITY LOCATE I MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. D. c v DOS. 2. ALL DISTANCES SHOWN ARE IN FEET. W a�wNw q 18 =a L- U a k'LCRo 3. 6" HIGH PRESSURE (400 PSI) GAS MAIN. NW P R OJ E C W > � 0 NATURAL STANDBY MONITOR REQUIRED FOR w ANY CONSTRUCTION WITHIN 5 FEET. 5TE e SITE �7 I 4. THE TITLE REPORT IDENTIFIES ADDITIONAL EASEMENTS, RESERVATIONS AND D M. SATRE U I RESTRICTIONS SHOWNRE. �w �C4"Pe Agd�~s Z I REFER OFPORT EXCEPTIANALYON z DETAILS. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 07.01.2020 a 500 -YEAR FLOOD ZONE (X) 100 -YEAR FLOOD ZONE (AE) FLOODWAY and WATER QUALITY LIMITED WATERCOURSE 1 50 } LANDSCAPE ARCHITECTS } w o: wo�i9 =o�w �u wpags2 r of ¢a=.T F=uwos D. c v DOS. yaw W a�wNw q 18 =a V 0: 'd U a k'LCRo y;�51V N cy Wy3p� '•�wis=op W > � 0 � w 5TE e R46 D M. SATRE U 7� OREGON �w �C4"Pe Agd�~s Z z d LO r O Z U zLL O � o U W J Z Z D V Z 0 W 0 0 '^ v+ W J J W W w x Z_ Z_ LU a a rn rn SCALE 1"= 30 - 0" D 15' W fiG' Revisions # Date Desorption G N w m B V V C Y O e L2.0 )}�(() \ } \ >}§)!! $ ( v § - r)!!§! \ -0 LLJ 7 0 . � ��� * 9 \ / o■mR\ %OREGON VIC, » 2 < � I 0 Q § t \ Z $) D § J a. 'o LU LU w\\ 4) e=m« |� N§ ; ;®| L3.O NOTES 1. THIS FUTURE SITE PLAN SHOWS WHAT IS CURRENTLY FORECAST TO BE THE HORIZONTAL EXTENT OF THE NUGGET/McVAY ROUNDABOUT AND 74' McVAY RIGHT -OF -WAV. IMPROVEMENTS ASSOCIATED WITH THE FURTURE NUGGET, McVAY AND ROUNDABOUT WILL NOT BE CONSTRUCTED AS PART OF THIS PROJECT. LEGEND —(E)OHW— EXISTING OVERHEAD POWER PROPOSED STORMWATER 10 I SVJTF I Lgq SAS— EXISTING GAS LINE TREATMENT FACILITY W — EXISTING WATER UNE PROPOSED ASPHALT SD EXISTING STORM WATER SS EXISTING WASTE WATER n PROPOSED CONCRETE Z E EXISTING UNDERGROUND WALKS L82 ELECTRIC LINE ----------- PROPOSED IRRIGATION SLEEVE PROPERTY BOUNDARY PROPOSED PLANT BED 8 (AS NOTED) LBA PROPOSED ROW BOUNDARY 10 & 11 _ v m WHEEL STOPS (TVP.) L82 W PROPOSED WATER METER ® ADA PARKING SPACE PROPOSED FENCE I'I DIRECTION OF TRAVEL EXISTING FENCE ---- _ * VISION CLEARANCE TRIANGLE K.M EXISTING FIRE HYDRANT II I y {(� PROPOSED FIRE HYDRANT V EXISTING ELECTRICAL POLE LAND USE ® EXISTING AREA DRAIN REVIEW SET ® PROPOSED AREA DRAIN THIS DRAWING IS NOT FOR PROPOSED HOSE BIB CONSTRUCTION 07.01.2020 } LANDSCAPE ARCHITECTS } wo�i9 wpw9S r w uwos IL c v W DOS. lLL �$po�m (i ❑ p �+aw �mioa V E W v a�wNw V D: U) R) d z�wii I" L{D O N yiy3p In>� W > N ~p O w f mm ? Eoma$ 5TE e 4 R46 D M. SATRE U %OREGON �w xlvd z a Z o_ Q� O J o U p LL W Z 0 z W L LL O r y U -I J N O D G W ❑ UJ W Z LL J it L w W W r Z m LL LL (D(D Lu Z Z LL U. a a m m SCALE 1"= 30' - D" D' 15' 39 6T R.Asi s # Dale Desaptim G ti? N w �y m y w C Y O n S m L n` in u o n L3.1 SITE LAYOUT NOTES 1 11 t THIS SHEET SHOWS EXISTING CONDITIONS, SITE IMPROVEMENTS AND HORIZONTAL LAYOUT. JI 2 INVESTIGATE ALL EXISTING SITE CONDITIONS PRIOR TO BEGINNING WORK p i 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO u� I `L I ili y 1 EXISTING UTILITIES, PIPES, OR RELATED FACILITIES AT CONTRACTORS EXPENSE AND INA MANNER APPROVED BY OWNER'S REPRESENTATIVE. 4. PROTECT FROM DAMAGE ALL EXISTING ELEMENTS TO REMAIN. 5. NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF / o nY l ANYWORK. 6. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS NADVANCE OF ANY SITE REVIEWS. N -� - - -- - ----- - - E 7. THERE SHALL BE REQUIRED REVIEWS BV OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY NARK I ►' INCLUDING AFTER STAKING AND LAYOUT, PRIOR TO CUTTING OR POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING, IN ADDITION TO REVIEW OF ALL REQUIRED SLEEVING. 8. ALL DIMENSIONS ARE TO FACE OF WALL OR EXISTING ELEMENT UNLESS NOTED OTHERWISE. ALL DIMENSIONS NSS SS -8' -SS SS SS sS SS SS —8• -SS SS 558'-4S� SS ® i'o ARE TO FACE OF CURB UNLESS NOTED OTHERWISE ALL ANGLES ARE 90 DEGREES UNLESS NOTED OTHERWISE. S S`' N v'll l 9. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. a 1 - 19. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. (E)0 SS BY -3" I N II -. 11. PROVIDE EXPANSION JOINTS AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR • GAS GAS GAS . GAS- GA GAS GAS GAS GAS GR$ GAS I III OTHER STRUCTURES. EXPANSION JOINT SPACING SHOULD EQUAL WIDTH OF PAVEMENT HATH MAXIMUM GiP' 3T>" m DISTANCE OF 39'. • ................ _ E� (E)OH 12. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. jT \ y5 ® \!- � e /B .�'.,/-. .`,\o�/A .\'9 V y/ 1j ��' V�i\ •VG'1/i/.t '\ I• \ `e�\rr(1 <'`,I' 13li.l�1' p =.� O'11l.1y j• .I •^�r ' .11,olII .G' . �{{f'� 2 52 -0p.' TVII 1II1 � IN1iSI5`1U•_-„p.iI \. A .a <-. 5-^ ' Y40 OS.,,Q S\!b {m ` 2.0. 'y ryo —0_. �1'1 8,o.5—fl. -0 >9-1 ���"IIIIT `}I ". _' 'z_�LLme.�T./��d�hi�. obn Jyeee -✓o1\��c1 \ C+/—_ix'._-_�.., .0t....R.`-sl.0 .� l IP ..`s ... zc�' m� FItI • �d .4cn m5 "--0.^..'a _ zu0i\¢n . •A:. 'I S'-�n I:.I ':�_G •I ��ZcJ�� b / .� ' a•111�Ir/45a_4e'd - -P °55 '"" rN 'N. - e_S(yt�11—f'S<T S-I_o1:_s.�o 8^_�.a, 0r �/p \0I \�`5 - O D RYa3 \4r-� Os 1'`4-2' o ' \•I.m•/I /�-_-m-N \ �5N I'I-2\'9im'.4NN NN0• a® " .� wN I • _• NImI IINNI l IIa Ir I IA IlN l I- OnINI I�IRgIN_lN I II INjN _1CGAD N` - _ n� Nm AYCI I - R1A111 _1. 1 ' 13 CONSTRUCTION JOINT BETWEEN y 14. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CON TROL JOINTS P 15PROVIDE SMOOTH TRANSITION IN ALLCHANGES IN GRADIENT, DIRECTION AND RA TE OF SLOPE S 16ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS. S, A ND SHALL BE AT 90 DEGREE ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 45_0120 0 26-5 27 0 0-0 24-0 0-0" 17. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS WERE INSPECTIONS ARE REQUIRE D 0 BY THE PROVIDED SPECIFICATIONS. a yp i i 36-5ALIpFF SIN , 66 922-0 TVP.0 ^• ]TVP f 7 I Eo ALIGN 30-10 24 � 22-0 TVP i 0 ID f 3S I 7 07-0 17-8 ALIGN G GAS RzO TVP 38 - - _ ------ I% b 5 2LEGEND 24 0 EAD POWER PROPOSED STORMWATER ?T"-�°i'Vzie; 1i.1(:1. l1Fi,` y'I1".II:1'�.,: '1 :IP.'.p.;'.'1.f I.1.,1.1.L."",:,.;.. .':. .'. -- .:,;; n ".` ,.. .,'..'.',!:' '.'.,''i_.... ,•:'.: ' '..<.I::'.;..:'.�,;.. :"I; "5,'' '.,A .P ''.:1. 1 ,.,I:��.'.1...1.�:'1. 1 • • . • • . . • III I • I �m'I((fd NNiI I i m NIIN II I NNN N N N I •'1�I . I I II II IIII I � g°I �NiII , y - ► `1. , 1 ` , --(E)JR{H). W« — EXISTING OV ERH . TREATMENT FACILITY 4 E G1 GAS — EXISTINGGASLINE —W— EXISTING WATER UNE PROPOSED ASPHALT $p— EXISTING STORM WATER 55 EXISTING WASTE WATER PROPOSED CONCRETE WALKS 2 PROPOSED IRRIGATION SLEEVE PROPERTY BOUNDARY (AS NOTED) PROPOSED PLANT BED PROPOSED ROW BOUNDARY VJ WHEEL STOPS (TYP.) EXISTING STORM WATER ADA PARKING SPACE PROPOSED WATER METER . • PROPOSED FENCE ' DIRECTION OF TRAVEL EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING ELECTRICAL POLE LAND U S E y �l N 4] 1 yREVIEW SET EXISTING AREA DRAIN THIS DRAWING IS NOT FOR fi } ':<'.' •i N IIII q ` CONSTRUCTION 07.01.2020 } LANDSCAPE ARCNBTECSS } o� =o�w �u wpaa�< r 0 ao=r r F uwos IL c v W 0 Cu W n o a�owya q K U) to u z�;9 . z6pz5a,`� . F'•LIcDO y�IV N cy Wy3p� �iop o z w 5Mre R46 D M. SATRE U %OREGON �w Z Q 0 ZLL W J w� aZ F w K J 'o S o O 00 J J Lu W W w Q Z Z a a rn rn SCALE 1"= 30' - D" T 15' 30' 60, R.Asi a # Date D .shoe w rcG E R $ � w � m $ S c o 0 o 0 L n` o u o n L4.0 is SS — GAS - a 1 N o � I G SS SS —B`- SS SS / SS r GAS _ GAS I GAS — GAS — GAS . m�� I O n E � I II I 1 SS1 SS SS —8� SS SS 558 Si5�— SS ilp 1 II x N GA GAS T— GAS GAS GAS GXS GASI III I¢ u 1 SS 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 "BB" =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 07.01.2020 + LANDSCAPE ARCHITECTS + o� wo i9 -'mac>.0 wpwspd r O c�G ao:r.r wuwos IL W DOS. lX U' ❑ o yaw �m:oa V 0 W v a�wNw V D: U) ro a z�wia I" L ID O pyk"?w o y= -w Q. ? Eoma$ *Rt�6D ATRE U 7� OREGON �W ��"1 z a o_ 0 Z � 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 rn rn SCALE 1"= 30' - 0" 0' 15' 30' 60, R.Asi s # Dale Desaptim G ti? N w y w C Y O N L5.0 N 1 1 1 OI I I N N I � fl 11 p 1I I ISI N N E r I �1 3 1 BB SS —B• -ss SS SS r'�`S BB SS —B — SS SS SSB"� S� ss------ - 01 61 S (2)CRIMSON SPIREOAK m f •I N'¢ (39)PRIVET HONEYSUCKLE (10) DAVID VIBURNUM TCLEAR ZONE AROUND FIRE J (E)O SS HYDRANTS(TYP.) (1) WITCHHAZEL I GAS GAS GAS GA GAS GAS GK§ GAS WMIT P) (6) GREEN MOUNTAIN-MrAPLE • - (6) E PROVENCE LAVENDER y r s (9)GULF-STREAM NANDINA (E)OHW „(15) DAVID VIBURNUM r° +,/ •Y/+ LANDSCAPEWMTHNFUTURE' r r r r r r r r r ROW SEEDED WITH AREAIS TO BE S H ads, PERENNIAL SS AND y ,/ , , / : '-, / . • 20% FINE FESCUESLUE MIX. vy '.....-... .. .. _. .... , r r 5 �BOWMALL4MAPLE- I VERNON LAUREL r (16)TW16G ONEYSUCKLE: LAWN AREAS ARE TO BE PREPARED ET HONEYSWITH 6" OF TOPSOIL ANDSEEDED (4)PRIVUCKLE ) rl r(/ •'�'+ N ,�+ / fT'. r -,(12 MT VERNON LAUREL' —=- I • / • @ PER SUPPLIER INSTRUCTIONS. I—(6)TWIGGY HONEYSUCKLE - J` (2)TUPELO :A,•I PERSIAN PARROTIA • �• I 11 P - 1 ELSEY-DOGWOOD 5 F \, (3) BOWHALL MAPLE (4) VINE MAPLE (6) KELSEY DOGWOOD al (9)CONVEX JAPANESE HOLLY ,,, -, "'- .---� ----;; •, / W1 'i 1 r. A I 1 • • • r r rrr ..r . .: A -Y a i ..• .... ,, (2)TUPELO ,' `r r`.` �.frl`e r •- :� .-.. .. -. II ie . 25 KELSEY DOGWOOD ... .. .. :. .... yy VIBURNUMr(10)DA I / DAVID -VIBURNUM L ;\ �\'- v •1;. a //- ,r 10)PRIVET H014El SUCKLE 1Ll 7 �x �w 'CLEAR ZONE D�Y v a' a -. 1:..:.. 11Y v d _ 5 � VIDVIBURNUM 1 1 A O +W r r I I E HYDRANTS P.. 1 r_ I I� I. _ 1 I a\\ --(15) HELLERI JAPANESE NO LILY(./j 4 •�, �. _ 1\C r (6) PRIVET HONEYSUCKLE / i I (16) CONVEX JAPANESE HOLLY i�« in m - Y /� A - 11• 1 v, J (4)GULFSTREAMNANDINA _,¢•r•II I I I ` u u 4 '(i6) KELSEYDOGWOOD `r� 'tt^ li•� II (2)PERSIAN PARROTIA 4 *T c 1r � 5 Ali / 1— / '• _ -�`I II—,q (11) CONVEX JAPAN ESE HOLLY Ili �'e13 • ����I� II \ � —(10) CRIMSON SPIRE OAK - u 11 it ° I �`1 (3) GREEN MOUNTAIN MAPLE II '.\ �1 ✓. ^ /, /. //' . �(15)_DA (D�I f _ UM 11 II - .✓ /% ___ / / /'I. /, /. `(4) GULF STREAK} NANDINA 1 I ) �- n::4 4, i ••, n ` x(14) DAVIDVIBURNUM 1 �(8) HELLERIJAPANESE HOLLY 1 _ ° 1 • i� I I 11(12) PRIVET HONEVSIUCKLE (2) TUPELO 1,. (13) DAVIDVIBURNUM(4) VINE MAPLE (23) PRIVET HONEYSUCKLE\ (4) PERSIAN PARROTIA 1 ` vN. G `� • II c\ _ _� r I' (76)KELSEY DOGWOOD °--- - --- (3)PEARSIAN2PGREOENI MOUNTAIN MAPLE /// •(II a - r (15) WITCH HAZEL 3 I I t •IL• r `�` ql W - a •rl r•r•r r` ANDINA r SINE SVJrF - I. I I. 1 1 1 I 1 11 ESTI MATED ZONE A PLANTING AREA(TYP.) (6)VINE MAPLE I (2) ALASKA YELLOW CEDAR ESTIMATED ZONE B PLANTING AREA(TYP.) (1) BOWHALL MAPLE \ NOTE: GROWING MEDIUM DEPTH FOR THE 1 'I NORTHWEST SWfF IS TO BETS". ^ • ' ^•'• I ` I au, ,. c II , 71 GROWING MEDIUM DEPTH FOR THE 1 `• II \I SOUTHWEST AND SOUTH SWfF IS 12� •%•.`•` `(.. `•�• .III 3'CLEAR N ARO N1 FIREHYD NT (TY .) l.. '.I •r l ) r GI I STORMWATER JUSTIFICATION 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) 17ulted Hair Grass 14"pat plant I2"o.c. 134 Iris tenax Al Oregon Iris 4" pot plant 12" o c. 404Carezobnu pta IN Slough Sedge 4"pot 1plant 12"oc. 135Juncus patens (A) Spreading Rush 4"pot I plant 12"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 Deschampsiacespitosa(B) Tufted Hair Grass Plant Category Minimum required Actual Count Groundcover Zone A 1 673 1 1 673 Groundcover Zone B 1 275 1 1 275 RAINGARDEN-SOUTHWEST (based on facility size to high water line: 637 sq 265 Deschampsiacespitosa(B) Tufted Hair Grass 4'pot plan512'on 1671ris tenax(A) Oregon Iris4"pot plant 12"o.c. 502 Carex obnupla(A) Slough Sedge 4"pot plant 12"o.c. 168Juncus patens (A) ISpreading Rush 4"pot plan112"e.c. RAINGARDEN - SOUTHWEST 954Deschampsia based on a facility area of 837 sf to high water line mne a 4"potplant 12" o c_ facility area of265 sffrom high water line to facility edge. mine b hisIS. (A) Oregon Iris 4- pot 1plant12"o c_ 2517 Plant Category Minimum required Actual Count Groundcover Zone 1 837 1 1 837 Groundcover Zone B 1 265 1 1 265 RAINGARDEN -SOUTH (based on facility size to high waterline: 4195 sH 954Deschampsia cespitosa(B) Tufted Hair Grass 4"potplant 12" o c_ 859 hisIS. (A) Oregon Iris 4- pot 1plant12"o c_ 2517 Carex obnupta(N Slough Sedge 4'pot plant 12'o c_ 839 IJuncus patens (A) ISpreading Rush 4"Pot plant 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 L1 LANDSCAPE STANDARD ENHANCES OPEN AREAS BETWEEN BUILDINGS Plant Category Minmum required Actual Count Groundcover Zone 1 4195 1 1 4195 Groundcover Zone 1 954 1 1 954 REQUIREMENTS Common Name LEGEND L1 LANDSCAPE STANDARD ENHANCES OPEN AREAS BETWEEN BUILDINGS TREES Hair Grass AND IN REWIRED SETBACKS. LI REQUIRES A MIXTURE OF TREE, SHRUBS —(E)OHW— EXISTING OVERHEAD POWER AND GROUNDCOVER PLANTS INCLUDING: 4'1 3 Stem Minimum • 1 LARGE TREE PER 30 LINEAR FEET, 1 MEDIUM TREE PER 22 LINEAR — GAS EXISTING GAS LINE FEET OR 1 SMALL TREE PER 15 LINEAR FEET FOR EACH 1,000 S.F. OF 11 Acer sacchamin Green Mountain' Green Mountain Sugar Maple PROPOSED TREES, LANDSCAPED AREA. 16 Hamamelis x intermedia'Angelly' W EXISTING WATER LINE° SHRUBS, FERNS, GRASSES • 2 HIGH SHRUBS OR THREE LOW SHRUBS PER 400 S.F. OF LANDSCAPED 6 Nyssa syhotica AND PERENNIALS AREA. Matched, evenly branched SO EXISTING STORM WATER • GROUNDCOVER PLANTS OR LAWN SHALL COVER THE REMAINDER OF 2" cal_ Matched, evenly branched THE LANDSCAPED AREA. W n SS EXISTING WASTE WATER L2 LANDSCAPE STANDARD SCREENS DIFFERENT ABUTTING USES AND SHRUBS PARKING LOTS. L2 SCREENING SHALL BE SET BACK 10' ALONG THE FRONT E EXISTING UNDERGROUND Kelsey Dogwood 3 gal. PROPERTY LINE AND T ALONG THE REAR AND SIDE PROPERTY LINES. L2 36 Ilez crenata'Coni ELECTRIC LINE r SNrF PROPOSED STORMWATER 23 Ilex crenata'Helleri' Hellen Japanese Holly 4 gal. � TREATMENT FACILITY REQUIRES ENOUGH EVERGREEN SHRUBS TO FORM A CONTINUOUS 3 gal. PROPOSED IRRIGATION SLEEVE 22 Lonicera nit Twiggy Twiggy Box Honeysuckle SCREEN THIGH WITHIN 2 YEARS OF PLANTING. ADDITIONAL _ _ _ _ REQUIREMENTS INCLUDE: 3 gal. PROPERTY BOUNDARY • 1 LARGE TREE PER 30 LINEAR FEET, 1 MEDIUM TREE PER 22 LINEAR Gulf Stream Nandina (AS NOTED) 44 Prunus laurocerasus'Mount Vernon' FEET OR 1 SMALL TREE PER 15 LINEAR FEET FOR EACH 1,000 S.F. OF 3 gal. a 8 Spiraea betufifolia Tor PROPOSED ASPHALT 3 gal. PROPOSED ROW BOUNDARY Damn Viburnum 3 gal. LANDSCAPED AREA. Z o • 10 FIVE GALLON SHRUBS OR 20ONE GALLON SHRUBS PER 1,000 S.F. OF � LANDSCAPE AREA. • GROUNDCOVER PLANTS SHALL FULLY COVER THE REMAINDER OR THE :1 14D Iris tenax . PROPOSED CONCRETE WALKS LANDSCAPED AREA. plant 12'o c. ❑ PROPOSED WATER METER W L3 LANDSCAPE STANDARD APPLIES WITHIN PARKING LOTS, INCLUDING w NTERIOR COURTS. AT LEAST 10% OF THE NTERIOR OF THE PARKING LOT z AREA SHALL BE LANDSCAPED. REQUIREMENTS INCLUDE: 3423 Carex obnupta PROPOSED FENCE 4' pot plant 12"c c. • 1 LARGE TREE PER 4 PARKING SPACES OR 1 MEDIUM TREE PER 3 Tufted Hair Grass 4" pot plant 12"e c. PROPOSED LAWN PARKING SPACES. 4m pot plant 12'e c. J J LU w w • 1 SMALL TO MEDIUM SHRUB PER PARKING SPACE. EXISTING FENCE • GROUNDCOVER PLANTS SHALL COVER THE REMAINDER OF THE EXISTING FIRE HYDRANT e e WHEEL STOPS (TVP.) LANDSCAPED AREA. Pachysandra 4" pot STORMWATER TREATMENT FACILITIES SHALL BE FULLY VEGETATED WITH 2603Rubus calycineides PROPOSED FIRE HYDRANT ALL VEGETATION SPECIES ESTABLISHED PRIOR TO FINAL OCOUPANCY AND plant P4'e c. �J EXISTING ELECTRICAL POLE ® ADA PARKING SPACE OPERATIONS. IF THIS CONDITION CANNOT BE MET, THE APPLICANT WILL 30' 60, ReaNsiorw PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROLANATER Desaptice QUALITY MEASURES ACCEPTABLE TO THE DEVELOPMENT & PUBLIC WORKS ® EXISTING AREA DRAIN r'I DEPT THAT WALL SUFFICE UNTIL SUCH TIME AS THE STORMWATER FACILITY L, DIRECTION OF TRAVEL BECOMES FULLY ESTABLISHED. INTERIM EROSION CONTROL MEASURES i VISION CLEARANCE TRIANGLE ARE IN ADDITION TO THE REQUIRED PLANTINGS FOR THE SITE. i% IRRIGATION SYSTEM M NOTES PLANTING NOTES 1. NQIDETO A 1 NO SUBSTITUTIONS ALLOWED yANG APPROVAL SREPRESENTATME. LANDSCAPE AREAS. 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION 2. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED LAWN AND SYSTEM AS INSTALLED. PLANT BED AREAS INDICATED ON THE PLAN. THE IRRIGATION SYSTEM N NEED NOT PROVIDE WATER TO UNPLANTED AREAS. IRRIGATION TO BE 3. REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND THENOTIFY EXECUTION OFTHEWORK. THE EXECUTION OF THE WORK. SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, 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 REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S OPERATED IN A MANNER THAT PROMOTES THE HEALTH AND S1 EXPENSE AND IN A MANNER APPROVED BV THE GENERAL CONTRACTOR. APPEARANCE OF THE PLANTS MILE MINIMIZING WATER USE AND Ti mS C A AVOIDING EXCESSIVE WATER RUN-OFF. S. ALL FIRE HYDRANTS SHALLHAVE A THREE FOOTCLEAR ZONE AROUND THEIR CIRCUMFERENCE i o AND A 78 INCH VERTICAL CLEAR ZONE TO ACCOMMODATE FIRE DEPARTMENT CONNECTIONS AND 3. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE 0. WORKING SPACE. (LOCATION PER OWNER) WITH MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (WEATHER PROOF 6. CLEANLY SAW OUT TREE ROOTS 1 FOOT FROM FACE OF NEW IMPROVEMENT, MERE TREES OR LOCATION PER OWNER), ELECTRIC REMOTE CONTROL VALVES PLANT MATERIAL ABUT NEW BUILDINGS,STRUCTURES, CURBS, WALKS OR PAVEMENT. (RAINBIRD PEB-PRS SERIES OR APPROVED), WATH POP-UP SPRAY 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 7, 8, AND 9 O L8.4. UNDERGROUND VALVE BOX (CARSON OR APPROVED). ER PLANT LIST MASTER PLANT LIST CONTAINS ALL PLANTS INCLUDING STORMWATER AREA PLANTS. 2 Qty. Botanical Name Common Name Size Comments TREES Hair Grass 4"pot plant 12"oc. 10 Acer mrcinatum Pacific Fire' Pacific Fire Vine Maple 4'1 3 Stem Minimum 14 Acer rubmm'Bowhall Bowhall Red Maple 2' cal. Matched, evenly branched 11 Acer sacchamin Green Mountain' Green Mountain Sugar Maple 2" cal_ Matched, evenly branched 16 Hamamelis x intermedia'Angelly' Angelly Witchha iel 4'1 3 Stem Minimum 6 Nyssa syhotica Black Tupelo 2" cal. Matched, evenly branched 21 Quercus robur x Q. alba 'Crimschmidt' Crimson Spire Oak 2" cal_ Matched, evenly branched yaw �mioa W n Eo a PwNm K U) ui SHRUBS 134 Cornus sericea'Kelseyi' Kelsey Dogwood 3 gal. UJ O 36 Ilez crenata'Coni Convex Japanese Holly 3 gal. 23 Ilex crenata'Helleri' Hellen Japanese Holly 4 gal. 3 Lavandula x intermedia' Provence Wnite' White Provence Lavendar 3 gal. 22 Lonicera nit Twiggy Twiggy Box Honeysuckle 3 gal. 87 Lonicera pileata Privet Honeysuckle 3 gal. 22 Nandina domestica'Guft Stream' Gulf Stream Nandina 3gal. 44 Prunus laurocerasus'Mount Vernon' Mount Vernon Laurel 3 gal. a 8 Spiraea betufifolia Tor Tor Spirea 3 gal. 120 Viburnum davidii Damn Viburnum 3 gal. Z o PERENNIALS � :1 14D Iris tenax Oregon Iris 4" pot plant 12'o c. o w GRASSES z Z 3423 Carex obnupta Slough Sedge 4' pot plant 12"c c. 1494 Deschampsia cespftosa Tufted Hair Grass 4" pot plant 12"e c. 1142 Juncus patens Spreading Rush 4m pot plant 12'e c. J J LU w w Q GROUNDCOVER J 6145 Pachysandra terminalis Pachysandra 4" pot plant 24'o.c. 2603Rubus calycineides Creeping Raspberry 4"pot plant P4'e c. 180% Rye, 20% Fescue Lawn per product specification STORMWATER PLANT LIST STORMWATER PLANTS ARE ALSO LISTED ABOVE IN THE MASTER PLANT LIST. RAINGLRDENS } LANRSCAPE ARCHITECTS N- 1494 Deschampsia cespitosa(B)TuBed Hair Grass 4"pot plant 12"oc. 1140 Iris tenax (A) Oregon Iris 4" pot plant 12" o.c. 3423 Carex obi (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 07.01.2020 } LANRSCAPE ARCHITECTS N- $9 �u wpaQ�d r Of w. W O% ao:r r w uwos IL c v N rn � ovwo= 0, ILL 0: L%' ❑ O yaw �mioa W n Eo a PwNm K U) ui U WVi°a a zmpi .y UJ O rp 2 w 5Mre 4 t I}IC D M. SATRE E -I OREGON %� �w z a CL 2 Z o Q � U a o w / 1� z Z w FewJ O Z �2 LL ❑ ❑ J J LU w w Q LUZ Z J a ��� a a m m SCALE 1"= 30' - 0" a 15' 30' 60, ReaNsiorw # Date Desaptice G N z m S1 Ti mS C A YpY L O e i o U n 0. L700 ROUND END 8 CORNER 9 k 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 CHAIN LINK FENCE J SCALE I/4"=1'-0" 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 PEDESTRIAN GATE DETAIL il.egema�w �m�x.,A.A.wueam� Basis of Design: Ameristar Montage Commercial fence and pedestrian gate aria falaieaw m wwim snap 4aei� m ereRmr I+'wriea�v ararle.rea m I•Mnd 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[ileva' Ede Wd VEHICULAR GATE DETAIL 0--W PiekmYo' &g . TW Rail(s), UWigH aM Dug®k B— T'S4me Bmmm tail: sued forseurwal Imd and vteu¢im vtin Bde ovem See Sim Plm fm—dim[im wB cardwd•- mWited by o&n , maallM by faxe/ gam fadaeamr LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 07.01.2020 + LANDSCAPE ARCHITECTS + 1111 SATRE GROUP wo�i9 .ui.um ;az wpwspd r w uwos IL c v HH HH m W DOS. ILL �$pom 3w CD o �smxoa ��wrmiw W. Y0O U WVia.. K a zmw� In N yiy3p m�w�=op W >� > N "~m O M w f d ?E o�uai 5TE e JY6 D M. SATRE U %OREGON �w Vi Lu I.I. 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 LuZ W Z Q ofof D D V) V) ReAisiaris # Dale Desaptian G if? N �w R � E � m 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 econapy 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. Gahanzed poem ado) Ordering guide example ECF -AW -MRO -1 -4 -151A -My 120 -NP -1-F Type V Refractor Bowl T4 4.ODr nam oppose KF PM coram Mownre sides waldre wol — own oM— 1o0W INC '1 F1 _ Lq _ I6la Sala- NW - IX% I- F 1 Lisp - 26W CFL '2 gp-,'.w m 32F 32W CFL '2 42F 11 '2 ozw�zop 50H 2 Sul CarRO 70H NIP TL TW-LnsmMa'd Fr�em Smwaa.mse0remtae'N 56redrJ me" S5U,32S3r ""wile IAV some aevvremeelluessaw 100 5 FIN 2 3 =sora 120V ]Oa RLP m TBmaulatrk 208V 01001mmne swo TNni -- I&A -epee] 70CRI peV Hours. LIGHTING BRANCH CIRCUIT H 277V (4) VERTICALLY AND (2) III HORIZONTAL HOLD RS 3" BA til II� Immsmo 34N Br Imenalfileld FROM CONCRETE SURFACE APD' 24?9D 4 ]WmA 240 we Ur ane Fora 0ulowonEOlmmmy AsSa Tryea 701AJ3A NN' taw wink Pant d., Ed O Haulmles OCSJ URE, mu NeRro'rsaN APO -spry 3 us XIQA-48A gppgg 21 NP j a a wee...EOemmluand W. 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ReyimmeyyJ%kw L8ml SO,L60na rz, fa[taY Ia24i YRnm FalemwaM Demo m Mar Nm ,car aces Coote PIF3° Pok Fq Rb LimeLe Cantmrs 111c"I'd fee' -PA Ter Ikmfless ILC i" ttl kmsfore l5 ere' On Maa Mn) PTFI. auk. 2p FLlw mwnerhmm, lei h'-PTenm lI131' a1p's Ia1525 pMa Rrc.us' dyer non Mne 6M1ts lul culensla2Sro' nappeR'Oa eD end MWml mkmarmi lark mancesmM (aerobe 12..11)lUpesonly 4 caaaalararyraaM @ 3-pnorE I1. wake NRV20 AR24 we'reOppes; 6. xWa>l8wardeweMTyceSISIINN'T ame archanuse nom7aemmee RNre argaconlyl mreaMzare mlwnaLLd nelea 2 MpEo NAi"resed naarely J xW<ulguradewrady. NV)Mtlare donctur uableal sreoremotVe sopa pole amwetl:eaatelvsre Wp 2b valagemaatbemeanee. zxamnngaaMewvn BmaatxawlMwmna wessexiiN20V or nNomy a. xW [u'learaae Mm4mvN0%vahQa, nNoatlmlwreaWred (w 1'mun(ble. prommman 3 ECF -MRI ngmres oNbowerbamperrµTenusawnn 9 were MM}p"o5-gnxElixN1 .111 F. parsed Cors aW Pare Lartlad. Termuahadufl8lopnon mmmngarday A LIEWILLe3pUmAsessavisCarrolsworeat IO ravereawrtna M, APDMpI, MpW,APa-MM, ismospz APtlms, Mll mmre PCBRCpym0.MFO l be naea W NEMA gmaewnnC/P mMtl San, page]4lwmoremro" recepaMrle" &sposin EF_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 4O" Finish A Bead, D2 2W,14' NP H Bronze Galvaniaed(No aid) 20' I Gray Gahanzed poem ado) Optics IS Type V Refractor Bowl T4 4.ODr nam OFCURB L KF Type V Cone ol waltage 1001 1o0W INC '1 HMAC PAVING 26F 26W CFL '2 gp-,'.w m 32F 32W CFL '2 42F 42W CFL '2 ozw�zop 50H SOW MH '2 w ab . <$ 70H 70W MH ° m 100H 10OW MH 70S TOW UPS 2 I II ° 100 5 W 100HPS '2 Vo#age E 120V MANUFACTURER: F 208V Z 2 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-ferrous 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 accordance with ASTM B117 specifications. For larger protects 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 Tille 20 /Title 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 terst lock action mates the base plate reaming web lower bollard parody, which is welded to the burden of the follow! 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 in -the 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 4O" 7 OI IWry Blares Pa. 12'II D2 2W,14' NP 1s D uppi 2 Way at W' Galvaniaed(No aid) 20' D3 3Way D4 4W, Z-6" CENTER OF POLE TO Gahanzed poem ado) T2 2318' ODrenon EDGE OF PAVING OR BACK 25' T4 4.ODr nam OFCURB L 30' SC 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 Gaify RVLudegelim Irdicae M1agrt eb].elx�aq aie9®mrolaa SJALOIN, SC special Color Pant GM -080-19 glass -19"OD BmlY Mra's{.plYOda diP FES Festoon Order Pa 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 1Mluaees(112.2ara ,itl4",i112'.)lrtSoe GMR Provision for GaMro HID lvgt anus, baa= ao viadaan m ltad Ina. so Mesion Response System Ree Dlel9&m la(arrMlm an Fop 4- &GUTTER slipped pk moat a 1B'. IraWa a 10 Farm CL Coupling Internal chance vaa110m miMland deniz alnethraelare. Sinal, MI Ranbom Greek, A MSM Mar Sensor Mounting Preview foED Irdicae M1agrt eb].elx�aq aie9®mrolaa Lunores paill with Me.Sxme Glanatim lrlaernlmm frsp4. Motion Rad onsc GM -080-19 glass -19"OD Minimum Poe Haftel.INrCmapwahari GN -080-2I Single-?4"OD lase Vnn tl2'mpliypl�ln tlemafMte, 180' HMAC PAVING Ebe,,a� pa 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.... ren nest m mange mammas -modify or, design of In product wiAout nature—w part no the s continuing product Improvement 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 hollarAs 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 airportr, 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 Colore 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 Poyalbonate 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=Bronze 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 Bolmrtl (Leave Blank)=42"Standard Oil Colin IES Type III Glass 3B -3B" Heigh DTRM5 Rwnd Dome B0118m 30=30"HeiaM In Ed Type 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 REOUIRI 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 ° &GUTTER L82 Old DO soII Cupof `SaPE� Cors it a 01 LD 0 3" B.C. w UJ o' d HMAC PAVING ace co as �:oa VE In 0 W gp-,'.w m sT O KU) qi a =wa;� up ze)pi :y F'-tro Opp.sia ofOld Z ozw�zop LE w > O m~b O w ab . <$ Ila 4 ° m { D BASE DETAIL I II ° II �cAE _ Z MANUFACTURER: POURED IN PLACE CONCRETE I Z 2 e FOOTING 40OD PSI W/#4 REBARS: III 9 LIGHTING BRANCH CIRCUIT LIGHTINGPRODUCTS.PHILLPSAOM (4) VERTICALLY AND (2) III HORIZONTAL HOLD RS 3" BA til II� { ° — ^III—III—III—II WLL CONDUIT 1" SCHEDULE 80 FROM CONCRETE SURFACE T-• O V/ PVC. Cl)O III V / LU d., Ed O OCSJ MIN 24" DIA. 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 REOUIRI 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 &GUTTER L82 to @_ DO _6ED OQ€ Cupof `SaPE� Cors wp'a�wcs a 01 LD 0 3" B.C. w UJ Z. d HMAC PAVING ace co as �:oa VE In 0 W gp-,'.w m sT O KU) qi a =wa;� up ze)pi :y F'-tro Opp.sia y>� N Up�'?� casiyap ozw�zop LE w > O m~b O w ab . <$ Ila 4 ° { D BASE DETAIL I II ° II �cAE _ Z MANUFACTURER: POURED IN PLACE CONCRETE I Z 2 PHILLIPS HADCO FOOTING 40OD PSI W/#4 REBARS: III 9 III LIGHTINGPRODUCTS.PHILLPSAOM (4) VERTICALLY AND (2) III HORIZONTAL HOLD RS 3" BA til II� { ° — ^III—III—III—II WLL 800.744-5477 FROM CONCRETE SURFACE T-• O V/ 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 07.01.2020 + 4APOSCAPE ARCHITECTS `b wii"q —..G>i as w up 3. "I!:bp spd r o9 to @_ DO _6ED OQ€ Cupof `SaPE� up wp'a�wcs a 01 LD 0 _ ovwow w UJ Z. tN $Sp0 as ace co as �:oa VE In 0 W gp-,'.w m sT O KU) qi a =wa;� up ze)pi :y F'-tro Opp.sia y>� N Up�'?� casiyap ozw�zop LE w > O m~b O w ab . <$ =w Pull? { D M. SATRE U O OREGON`1 �cAE Z } � Z 2 a 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 alG Is± 9 N �w R � E � m B S C o Y 2 � O N L n` ti u o n L8ml 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 8X#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 lB2 AUC PAVING CONTROL JOINT 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 LL O 0000 (2) #3 REBAR, CONTINUOUS, MIN. Z' COVER 3/4" MINUS COMPACTED CRUSHED QUARRY ROCK, �z.asy COMPACTED TO AT LEAST 95% OF THE MATERIAL'S W��aLLH .� ow MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 COMPACTED OR UNDISTURBED SUBGRADE 1 INTEGRAL CURB AND SIDEWALK W 3: c 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:IRRwl se IN Mw Z,W 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 MINMUM 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* 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 MAKE UP 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 SECTION- WHEEL STOP DETAIL CURB AND GUTTER LAN FOR LOCATIONS) EXTRUDED CONCRETE WHEELSTOP11 6.2 8. MASTIC OR EPDXY ADHESIVE i � 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. Colo s - 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 07.01.2020 } LANDSCAPE ARCHITECTS } i � I wo��~ __LLSW� wp6�pa v wD o'ou2 — oR1. My V701, of <;�F m ', d.z IL IL -- `-'w m o' W <g$ioim LL o5mioa N v E W N o �z.asy N U) W a W��aLLH .� ow F 00 o N go m m olyio.-3=5 r,ay<rRa W 3: c 33Inc z w F m a 3 rwio�H C,Z5 ES' aR 4 r" I}Iti D M SATRE N OREGON �w sc`�AE Ag&ti W IL z U ca C 0 0 W z U Q �/ LL lY 0 Lu 0 / tL of J 0 2 O Q N ❑ ❑ L i •r J J w W W (D (D (D (D W w Z Z Q 0_ 0_ (L a Rer4sions # Date Description G N 2 C B S xC b Y e a • L8.2 END CURB ADA SIGNAGE FLUSH SEE SITE PLAN FOR LOCATIONS A SIGNAGE 6" X 14" CURB BACK OF RAMP END CURB r, AD FLUSH 2 5 w yof. W Q ❑ 3 FLUSH CURB SEE PLANS FOR LOCATION SLOPE CURB ASPHALT PAVING 6" CURB MATCH SIDEWALK CURB RAMP TYPE 1 L CURB RAMP TYPE 2 N.T.S. NTS NOTES: ACCESSIBLE STALL SIGN Q0 1. LOCATE SIGN 30" FROM FACE OF CURB UNLESS SHOMM OTHERMASE ON PLAN. L8.3 GALV. STEEL CAP. TACK MELD TO SECURE. RESERVED PARKING VEHICLE PARKING CONTROL SIGN (R7-8) NOTES: 4" MADE PAINTED 1. APPLY AS SPECIFIED STRIPES ON STALL& 2. SEE PLANS FOR n CESSIBLE AISLE - WHITE TVP LOCATIONS. 'VAN ACCESSIBLE" SIGN n (R7 -8P) ON VAN STALLS PAVEMENT STENCIL a 3" MIN. STROKE WIDTH - - 2 3/8" DIA. SCHEDULE 40 GALV. STEEL PIPE. MITE o INSTALL PLUMB. FINISH GRADE a 2 E A CONCRETE FOOTING a #4 REBAR THROUGH PIPE za•,wiN, COMPACTED SUBGRADE ta• Din. SEE PIAM FOR IMDTI SEE PLPNS FORWDT ACCESSIBLE STALL STRIPING �� ACCESSIBLE STALL SIGN SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" IED LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 07.01.2020 9 } LANDSCAPE ARCHITECTS } THE SATRE GROUP to wo sw� wp6�p; � n ooua�z so�p� of<�� m Goa IL IL N D -- �w m O W <g$ioim LL v E 50`w 2- Wm o �z.asy N so a z c, LL H ow F R o r N m syi= W c m w w I.- rw io.H C,Z5 a ERS' 4 r I}Iti D K SATRE N OREGON �w sc`�AE Ag��ti W a } Z Q U ca C O W z U Q _ LL O w Q 1 V% O V/ w of J 2 D_ O Q ❑ ❑ L r J J w W W LL LL � W w Z Z Q � K K a a to to Revis om # Date Description G �y R N 2 E m € rc im B S C 3e Y m a a o n 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 U NOTES: E� Stake 3 sides -'Q' N B' .a, 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 NIS 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 DJ LL WITH FINISH GRADE. 3w BALLVALVE o5m:oa 0o .N%N W . V U KU�)roc- TOP OF MULCH LAVER 1-00 ZQD k'LQD o o ff> y = N ydy3p UNION COUPLING W EACH SIDE OF f ?E ooh CONTROLVALVE PIPE TO IRRIGATION SYSTEM III III III III—III R M. SATRE U OREGON AgO,�� 4" DEPTH CONCRETE PAD (4) 2"X4"X8" CONCRETE BRICKI Z„ ry _ SET ON FIRM LEVEL 3 ry Q SUPPORT ON SURFACE J 4" DEPTH COMPACTED OF VALVE SUMP a Z CRUSHED ROCK BASE Q E e Q Z 13- Q z Z O 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 1" 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 ty'/WIlrr'�`iG 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 07.01.2020 BACKFILL 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 07.01.2020 + LANDSCAPE ARCHITECTS + � I wo�i9 wpw9S r of O0 w uwos IL c v N _ 6yvywop DJ LL DO:. 3w CD�o o5m:oa 0o .N%N W . V U KU�)roc- M 1-00 ZQD k'LQD o o ff> y = N ydy3p >;15- W m a f ?E ooh 5 T E��, 4 R M. SATRE U OREGON AgO,�� LZ r Z Q J a } Q z Q Z 13- Q z Z O O v W � LL ,QED y O J °.. Q Z 0 W w ,^ V+ J '0 J T i O � o 0 Q J J W W W WW Z Z a a rn rn Revisions # Date Desaplcn G N Z m a V S C A Y q L n N 0 N 111: u In a- a L8.4 STORMWATER 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 CONNECRONS AND DEVICES. 3. ELECTRIC VAULT MUST BE 10 FEET FROM TREES AND BUILDING EAVES AND 0.5 FEET FROM ALL OTHER UNDERGROUND UTILITIES. STORMWATER CONSTRUCTION NOTES 401 FURNISH AND INSTALL INLET CATCH BASIN PER DETAIL 10, SHEET C4.3. 430 INSTALL CLASS 50 RIP RAP OUTFALL PROTECTION (2'Wx2'Lx127D). LINE '' o �•� OHW UNDERSIDE OF RIP RAP WITH GEOTEXTILE FABRIC. 402 FURNISH INSTALL DOUBLE CHAMBER CATCH BASIN PER DETAIL 2, 440 AT DSEE STORMLANDSWATERTREATMENTOF CONSTRUCTVEGETATED 420 SHEET C4.2D FURNISH AND INSTALL ROOF DOWN SPOUT AND CLEANOUT PER DETAIL 5, —(E)E— ET FOR PLANTING DESIGN. 421 SHEET C4.2. FURNISH AND INSTALL 4" STORMWATER PIPE WITH TRACER WIRE AT 1% 450 CONSTRUCT SLOTTED CONCRETE CURB PER LANDSCAPE PLAN SET. ® SLOPE UNLESS OTHERWISE NOTED IN PLANS. WEEP HOLE INSTALL 1.5'WXI.5'LX1'D COARSE OPEN -GRADED 2" MINUS CRUSHED Q DOWNSPOUTS TO CURB. pd ROCK ALONG BACKSIDE OF CURB FOR LENGTH OF SLOTTED CURB 422 FURNISH AND INSTALL 8" STORMWATER PIPE WITH TRACER WIRE AT SLOPE ® OPENING. ® NOTED IN PLANS. TRENCH PER DETAIL 8, SHEET C4.3. ® WASTEWATER MANHOLE 424 INSTALL 8" STORMWATER PERFORATED PIPE W/ TRACER WIRE AT 0.5%. WCI 1/I:� `gCC�I CATCH BASIN V TRENCH PER DETAIL 8, SHEET C4.3. POWER POLE Icy I� m 3 E)WW B"-(E)WW (E)WW(E)WW B -(E)^ �® NUGGET WAY SL -0.005%F7 � � LEGEND ��� GUY WIRE III CURB '' o �•� OHW OVERHEAD WIRES —(E)W— WATER UNE (E)SD STORMWATER UNE —(E)G— GAS UNE —(E)E— UNDERGROUND ELECTRIC LINE (E)WW SANITARY UNE ® WATER METER ® ONE UNDERGROUND VALVE BOX AND TWO ABOVE GROUND REDUCED PRESSURE Q B4CKFLOW SYSTEMS. pd WATER VALVE 10 FIRE HYDRANT ® GAS METER ® GAS VALVE ® WASTEWATER MANHOLE 1 STORMWATER MANHOLE WCI 1/I:� `gCC�I CATCH BASIN V CLEAN OUT POWER POLE V W I c p o II J F_ �Z/ li LU o o Lf1 V) W O Q r u I I I II I II f I. .4 I 4 I M _ 4I 5 I I. 41 V a.I i �a p 401 I p I -0P:447.00 30T:445.00 TT— r . I mpm- 160 sk 1 No E_] 4' t Lr H EXISTING GUY WIRE J� CURB '' o FENCE OHW OVERHEAD WIRES —(E)W— WATER UNE (E)SD STORMWATER UNE —(E)G— GAS UNE —(E)E— UNDERGROUND ELECTRIC LINE (E)WW SANITARY UNE ® WATER METER ® ONE UNDERGROUND VALVE BOX AND TWO ABOVE GROUND REDUCED PRESSURE Q B4CKFLOW SYSTEMS. pd WATER VALVE 10 FIRE HYDRANT ® GAS METER ® GAS VALVE ® WASTEWATER MANHOLE ® STORMWATER MANHOLE A CATCH BASIN V CLEAN OUT POWER POLE E' GUY WIRE J� STREET LIGHT '' o LIGHT MOUNTED ON POWER POLE ® ELECTRIC VAULT c© ELECTRIC METER ® TELEPHONE VAULT LTD BUS STOP DCONCRETE WATER METER 1 DECIDUOUS TREE ASPHALT EDGE I STORMWATER PIPE J� PERFORATED STORMWATER PIPE '' o N ■ DITCH INLET �I f*1 DUAL CHAMBER CATCH BASIN 'nom SANITARY PIPE W GRAPHIC SCALE f WATER METER 1 30 0 15 30 60 IN FEET 5U STORMWATER PIPE drawn by: PERFORATED STORMWATER PIPE V CLEANOUT ■ DITCH INLET 0 DUAL CHAMBER CATCH BASIN SS SANITARY PIPE W WATER LINE ® WATER METER D4 WATER VALVE FIRE HYDRANT ❑ 1.5" DOMESTIC BACKFLOW VAULT 1" IRRIGATION BACKFLOW VAULT Q STREET LIGHT CURB STORMWATER FACILITY O NEW PROPERTY LINE UTILITY EASEMENT UNE w U) w 0— branch ENGINEERING= Since 1977 civil " transportation structural• geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Engi neerl ng.com Springfield OR I Albany OR ��`���GINgFS`r/O� #79232PE44 DIGITALLY SIGNED OREGON = �qN PAI EXPIRES: DECEMBER 31, 2020 project title: revisions: date: LU drawn by: cm designer: V project no: 19-577 STORMWATER LL PLAN LL �0 Q O 0 V W c o J �Z/ li LU o o Lf1 V) W O Q r u 2 QC)° rn ED Of) LU Z Go � W `i � W/rte CLcQ z E V 1 G N C revisions: date: JULY 1, 2020 drawn by: cm designer: cm project no: 19-577 STORMWATER PLAN sheet C1 ■0 1 WE NOTE: 1. A LANE COUNTY FACILITY PERMIT IS REQUIRED PRIOR TO ALL WORK WITHIN THE NEWMAN STREET AND NUGGET WAY RIGHTS—OF—WAY. 2. A CITY OF SPRINGFIELD ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ALL WORK WITHIN THE MI HIGHWAY RIGHT—OF—WAY. 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. IA - i F E1 = NUGGET TOY A� I UTILITY CONSTRUCTION NOTES 200 CAP EXISTING 1.5" WATER SERVICE LINE, WORK BY SUB WATER SD TO WATER MAIN PER DETAIL 3, SHEET C4.2., LOCATION AND O201CONNECTION 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 03 INSTALL WATER 1" WATER METER. WORK DONE BY SUB WATER 204 PUBLIC FIRE HYDRANT INSTALLED AND LOCATED BY SUB WATER. B AND INSTALL 1.5" REDUCED PRESSURE BACKFLOW FOR NEW OFURNISH 205 DOMESTIC WATER LINE IN HEATED ABOVE GROUND BACKFLOW VAULT PER 206 S.U.B REQUIREMENTS AND DETAIL 6, SHEET C4.0. FURNISH AND INSTALL 1" RECUCED PRESSURE BACKFLOW FOR NEW ❑ IRRIGATION LINE IN HEATED ABOVE GROUND BACKFLOW VAULT PER S.U.B. REQUIREMENTS AND DETAIL 6, SHEET C4.0. 207 FURNISH AND INSTALL NEW 1.5" DOMESTIC WATER LINE W/ TRACER WIRE I� PER TRENCH DETAIL 8, SHEET C4.3. 07 FURNISH AND INSTALL NEW 1 " IRRIGATION LINE W/ TRACER WIRE PER 5 TRENCH DETAIL 8, SHEET C4.3. 208 WATER CONNECTION POINT TO BUILDING. SEE PLUMBING PLANS. 300 CONNECT TO EXISTING 8" WASTEWATER PIPE PER DETAIL 4, SHEET C4.0. 301 WASTEWATER CONNECTION POINT TO BUILDING. SEE PLUMBING PLANS. 302 FURNISH AND INSTALL WASTEWATER CLEANOUT PER DEFAIL 7, SHEET C4.3. 303 FURNISH AND INSTALL 6" WASTEWATER PIPE 0 2% MIN. SLOPE PER TRENCH V DETAIL 8, SHEET C4.3. 304 RAISE WASTEWATER MANHOLE RIM TO FINISHED GRADE. 305 FURNISH AND INSTALL 4" WASTEWATER PIPE W/ TRACER WIRE AT NOTED c SLOPE PER TRENCH DETAIL 8, SHEET C4.3. 306 FURNISH AND INSTALL 4" FLOOR DRAIN PER DETAIL 3, SHEET C4.3. LEGEND J EXISTING 500 INSTALL STREET LIGHT CITY REQUIREMENTS 503 CONTRACTOR TO COORDINATE WITH S.U.B. TO CONNECT CONDUIT TO ELECTRIC POLE. 504 APPROXIMATE LOCATION OF JOINT—UTILITY TRENCH. TRENCH PER DETAILS 8 & 11, SHEET C4.3. 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 i" GAS LINE TO SERVICE BUILDING. TRENCH PER DETAIL 8, SHEET C4.3. 513 GAS CONNECTION TO BUILDING. SEE MEP PLANS. CURB GUY WIRE OHW STREET LIGHT, 4;>::::-;>: iE 3E FENCE OHW OVERHEAD WIRES LIGHT MOUNTED ON POWER POLE :rrr:: rr: r: rrrr: rrrr: r ............. ./ E ...................... .. WATER LINE )SD STORMWATER UNE © ELECTRIC VAULT l GAS UNE ® ELECTRIC METEREG 20.00' A WE57 5 COMM / COMMUNI1CATIONS EASEMENT E UNDERGROUND ELECTRIC UNE MI TELEPHONE VAULT 70 BE VACATED ' 5 SANITARY LINE /50� 500 512 ..�... (E)WW LTD Bus sroP O [_] ® WATER METER CONCRETE / I nJ 504 ONE UNDERGROUND VALVE BOX AND TWO ABOVE GROUND REDUCED PRESSURE "'BACKr10W SYSTEMS. X. DECIDUOUS TREE WATER VALVE,��7A-ADG z tY. R4A t — — :ii'; '.5r PRE HYDRANT ASPHALT EDGE ::::,'"f.A,.'::: CI 02 0 GAS METER . y 2 a GAS VALVE 10'PRIVATE I �..:: I 200 ® WASTEWATER MANHOLE 20S ® STORMWATER MANHOLE SANITARY ° EASEMENT I :i:i::: ^. 1207 ....`.; ,2t7'.. 201 C47CH BASIN ... .i. d... .. i.ri c+ CLEAN OUT 300 \ 208 el �'i•?t)�i .,:'.iFi3«:>:' 0> POWER POLE 0 I I II I F.F.E. - 451.20 �� m I a 300 FL:436.65 A is $s ss 303 a 32' ACCESS EASEMENT JOINT—USE BY TLs C=7 500 & 700 TO BE VACATED l PRIVATE STORM DRAINAGE EASEMENT JOINT USE BY TLs 200, 500 & 700 I I I I 11�r011 oTy N GRAPHIC SCALE G)/ I Fm_ 30 0 15 30 60 IN FEET PROPOSED LU SD STORMWATER PIPE drawn by: PERFORATED STORMWATER PIPE v CLEANOUT ■ DITCH INLET i�e�aBE DUAL CHAMBER CATCH BASIN SS SANITARY PIPE W WATER UNE B WATER METER 11-4 I a 300 FL:436.65 A is $s ss 303 a 32' ACCESS EASEMENT JOINT—USE BY TLs C=7 500 & 700 TO BE VACATED l PRIVATE STORM DRAINAGE EASEMENT JOINT USE BY TLs 200, 500 & 700 I I I I 11�r011 oTy N GRAPHIC SCALE G)/ I Fm_ 30 0 15 30 60 IN FEET PROPOSED LU SD STORMWATER PIPE drawn by: PERFORATED STORMWATER PIPE v CLEANOUT ■ DITCH INLET 0 DUAL CHAMBER CATCH BASIN SS SANITARY PIPE W WATER UNE B WATER METER 11-4 WATER VALVE Z FIRE HYDRANT ❑ 1.5" DOMESTIC BACKFLOW VAULT I" IRRIGATION BACKFLOW VAULT T ^`` STREET LIGHT I� CURB weet STORMWATER FACILITY 5 O NEW PROPERTY LINE UTILITY EASEMENT LINE branch ENGINEERING= Since 1977 civil " transportation structural• geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Engi neerl ng.com Springfield OR I Albany OR NgFS`r/O� #79232PEE DIGITALLY SIGNED OREGON = �qN PAI EXPIRES: DECEMBER 31, 2020 project title: revisions: LU JULY 1, 2020 drawn by: V designer: cm LL project no: 19-577 LL UTI LITY w `} 0 cn Z J I� Z weet 5 O C2,0 0 V V W c o J �Z/ li W o o � V 1 Lf1 V1 J z 0 QJ W,w 2 X00 Of) W Z 06 LU C1.QE� Z1� LA 2 l✓orn , revisions: date: JULY 1, 2020 drawn by: cm designer: cm project no: 19-577 UTI LITY w cn PLAN weet d C2,0 CONSTRUCTION NOTES anch GENERAL NOTES El G I N E E R I N G= 600 CONSTRUCT MONOLITHIC CURB AND SIDEWALK PER DEFAIL 5, SHEET 4.3. Since 1977 1. FURIRE MCVAY HWY/NUGGET WAY ROUNDABOUT 601 CONSTRUCT 4" THICK CONCRETE SIDEWALK WITH 2" COMPACTED civil • transportation ELEVATIONS AND EXACT ENVELOPE UNKNOWN. MCWAY CRUSHED ROCK PER DETAIL 12, SHEET C4.3. structural - geotechnical HWY AND NUGGET WAY NEW ROW BASED ON EXPECTED S U R V E Y I N G STREET ENVELOPES. 603 CONSTRUCT ASPHALT PAVING SECTION PER DETAIL 2, SHEET C4.3. 2. PRIVATE DRIVE AISLE TO THE WEST OF DEVELOPMENT 310 5th Street ALONG RAILROAD RIGHT-OF-WAY TO ALTERNATIVELY BE 603 CONSTRUCT ASPHALT PAVING SECTION PER DETAIL 1, SHEET C4.3. Springfield, OR 97477 CONSTRUCTED AT A FUTURE DATE. 604 CONSTRUCT VERTICAL CURB PER DETAIL 4, SHEET C4.3. p: c h E n g i n ee r www. Branc hEnginee ring.com 605 SAWCUT, TRENCH AND REPLACE PAVING PER DETAIL 6, SHEET C4.2. Springfield OR I Albany OR 606 CONSTRUCT CITY OF SPRINGFIELD COMMERCIAL DRIVEWAY APPROACH PER DETAIL 1, SHEET c4.0. ��RED PROF' 607 CONSTRUCT ODOT COMMERCIAL DRIVEWAY APPROACH PER DETAIL 4, �`'? GIN. sips SHEET C4.1. �� ;#792NKS 9 608 CONSTRUCT 24" CURB AND GUTTER PER DETAIL 3, SHEET C4.1. DIGITALLY SIGNED OREGON = 609 CONSTRUCT SLOTTED CURB AND GUTTER PER LANDSCAPE PLAN SET. qJ, O f ZN �p VIL�)� 610 CONSTRUCT ADA RAMP PER PERPENDICULAR RAMP, DETAIL 6, y�N PA -0 v SHEET C4.1. pd4 611 CONSTRUCT ADA RAMP PER PARALLEL RAMP, DETAIL 6, SHEET C4.1. EXPIRES: DECEMBER 31, 2020 V 44B 44g I � 612 CONSTRUCT CONCRETE SIDEWALK PER DETAIL 5, SHEET C4.1. project title: 5 ip41 ® 605 I NUGGET WAY sos F9 LEGEND W 44B .................................:. �:::: ______ ___- - PROPOSED GRADE V . .....:.: . . ::.:.... �...�...�::: 4944 70 �..................... ...... w..:.. .93 ...... ��.�:!.43 EXISTING GRADE `7 TC 44644 :447.66 AC:445.94 AC47.16 TC:447. 6;:.::: T0.448.16 / AC:447. 6:j 447.50 AC:447.66? 608 I NEW ASPHALT O :449.48 C:449.4 `} AC:448.20 I 446. 5 s 603 61 �Tc:4aa.ss 608 Ac4a .s603D 0 c:aso. 608 gc:448.15 - Z Tc:4aaso c4as s 604 Co •4C:450.3 AC:448.00 612 d 604 TC:447. .449.8 449.54 604 4 CONCRETE AC:4 .35 603 603a 603a AC:449.57�` :::• .-:i::::-::. /j C:449.49�� :450.45 .;i:j;..e. :45 .?0.ii: 609 a::5.,;'. _ C:450.75 C:450.8 �: Z TC: 49.61 TC:450.8 :450.29" �AC:449.00 ASPHALT ELEVATION TC:447.34 AC 49.11 C:450.25 450.9 .38 .:4 0.69 AC -446.84 C:449.93 44\ 6030 4C:449.43 8 p e I «I 450.7 n 449.50 O O \ 608 .450 9. AC:449 757. "' : TC 451 00: C 450 :450 37 I a CONCRETE ELEVATION a -C. 46.45 .88"< ` : AC:450 50 I{ (C C:450.4 :450.05i - 604 r \ C:450.55 - AC:449 71 u 1 E 1 A 600 C:451 05 `TC:449.50 TOP OF CURB/ASPHALT ELEVATIONS lil TC:450.89 611 AQ: 50.39 AC:449.00 6030 603D 603v 605 W W O Tc: z\ 606 O gC:44 SO 600° TC:44T1 C A ACi.446.64 •a "� \ TC:4S0 8 AC:450 3 4 I W O TC:448.23 603 ..F :450.98V O Lo AC:447.73 �T :450.52 6 TC:4 1.15 4I A 450.02 AC:4 0.55 + F.F.E. - 451.20 Z O �4. �: TC 9.71' AIS ® TC:446.85 C:449.6 610 t TC:450.85 AC 4 AC:446.3s .4. :450.08 'p AC:45Q.35 C:aS .4 W W r w TC:446.83 C:4S0.8 60 :449.98 0:446. 6. i AC:446.33 C:450.:'iiiiii::jjj;,; n,.l C:44 :449.50 49.98 C:450.5 O O c:aso.3 % + 603a 603 C:45o.4 soo m _ so � V 3 :451.20 C:450.8 C:450.9 i J 8.s 600 C:4S0.97 C:4s1.2 W Z 00 LL' r LL EL 445. .0 C:450.1 :451.20 , »TCi48 :";`' V 603a ''::'tAC:448 IEEE. z I� -- W TC:450.02 - /�► a �450:02 4 AC:449.52 0:450.8 , L :450.88 .'.: Q AC -44; 8;AC 448.61::::1::cd 1� :450.58 N 6) ":: TC:448. :449.7`':TC 50.8 6030 4.. i:oA :44 .46 C:4S0.4 >:%A 450.3 C 8 k{ 4 ?: C:4 9 33 revisions: TC 79 AC:450.1 AC:450.2 0 I AC 447.29 AC:450. 0 TC: 50.70 I TC 447.44 609 603a 603 610 604 qc so.zo AC:446.94 603a 603D TC:448.85 I TC:449.08 A 48.35 Ct448.1� .I AC:446.98 :447. TC: AC:448.58 0.10::.: :::>iTC:449.98 612 AC:447.44 AC:4 9.60X.: ::: :i :AC.449.48 :449.27 Ir ::>...� _449 I / I L:444.75. 609 . . . :448.94 `:� ... 4 dace: JULY 1, 2020 I 601 603 I +' drawn by: CM I :......:...............':=: ii:` 606 .446 55 608 designer. CM TC 447.75 I AC 447.25 :>;i!i:y>j> TC:448.20 C:449. :449.14 N project no'.19-577 P , AC:447.70 .. :.. :::::::::::::.:.:.. ""`. `: ;8� ''li' T : <; >::<; >:�:::::::>:;::::.. :448.69 GRADING AND T )8 TC:447.58/ AC:447.0 44g \a ':i::iAC:44.: Iii::::: iii:: iii:. :.;: y:::: w I 448.0: ^ .`; cn PAVING PLAN II C:448.69 -C:448.1 612 C:448.7 v �_ pp5 :448.60 70 I I 612 I I SCALE II aGRAPHIC II I 1 I I 7I 30 0 15 30 60 0- sheet. C3.0 INFEEr, �pyrightO 2012 Branch Engineering, Inc. �R OR sn, ROM.SHA \ OMO PROERtt 1 now�p .p\pAH 6' THICK 3500 PSI FIELD STRENGTH eaoacc�\ocA oe (4035 PSI LAB STRENGTH) 6.3 SACK eaoeEac4 Baa MIX REINFORCED CONCRETE ON 2" OF F'L Z-------- COMPACTED 3/4" MINUS CRUSHED ROCK ,v \ 24 Ft VOR, -SSRMus, WR6 C\R WNOiK —N F -t M\li\MUM Tt ?KCPLI ORNEW P`K CURS RETURN S2.P\1 RAM EYSENO 6^�(ONO PROJECT\ON OP PROPEROf UNE SECTION A — A 12:1 TYPICAL SRI W1 MOPE e' MICK 350D PSI FIELD SIRENDTN 5' MIN 5' KIN. DKR5 PSI IS STRENGTH) 6.3 SACK 3/4. 6F MI% REINFORCED CONCRETE ' g 09 POLAR - 12' ON CENTER BOTH WAYS PLACED 2" ABOVE THE BonoM OF SLAB 2' OF 3/4' MINUS 7-1 COMPACTED CRUSHED ROCK * NO N3oVE-G rVNRS (ACE RNRWIS. P m POEEN CA JI Bass, yMYS. u-6oVS. ETc) SHALL ESE PERNm MOWN AHE MSN N ONE MFA * OMKWIAY (THRa1) MUFF SHALL BE aTWFEN 24 FEEL (MINIMUM) AND 35 FEET (WINN) IN MOSRWNCE W1M any PERMITS. * ALL SURFACES SNASL HAVE A BROOM GROW * WHEN l0 swOM9 OWNING 3-7 FOR WRR CIH DEDITS * CONORETE X11HR �H SHALL BE B- HECK (MIN) CgmR W 2. OF 3/4' MIWES CRUSHED ROCK. * REINFORCEMENT IS REOJWm, DOE N. WRAP - 12' ON CBRER - ROTN On - PLACED Y ABOVE ME ROTTpI OF ME SUB * A OnOIRMTION (SCORE) AIMN DRAFT. BE AMD H BE CENTER OF BE APRON. * 90EWMNN .ACCESS RAMI AND RESDnOM1 DRM.Y6IYS SIAL BE MIND PEO MIL STM NC H (3650 PSI U9 STOWINGIH) GO SACK NIX CONCRETE * CUBIC IS COMMF1mIM ORMDOGS SHALL BE DID PSI DRUG BIWTGIH NO25 P9 UB sIgN4TH) 6.3 s1LOt MIK COREGeE SIDEWALK ACCESS RAMP NOTES THIS ORIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP m REw°C, 1-1S, CrrrSPRINGFIELD DEPT OF POB1J6 WORISS COMMERCIAL DRIVEWAY APRON SETBACK SIDEWALK - �- ..... cny NNM_ DRAWING Dr 3-24 2003 4-6 Ty M ODRIVEWAY SCALE: N.T.S. O SANITARY SEWER LATERAL SCALE: N.T.S. I CMLLI<— Yom_ ILL Yk II I III,_� 110_ CST— E N �o N". FJB3 P JRL-6.ILL -D CORE PLUG MUST � ESTE L BPv1D AE RETRIEVED ITTEP NSERT,', C. `"" "" OPI I' OP' �PHINGI'IKLII - El l OY 1'011LIC XORYS TYPICAL aF sPRmcFIELD Gm� DEPT. OF PUBLIC WORK3 VOWIZE" srRAnnvAROWING D 3-12 2003 eP 4-6 Ty M r l2 SLOPE /�✓ '// - �4„ F ,,}� VISED:6 2 2015 ■0 WHEN CONNECTING TO EXISTING UNE MAIN LINE SHALL BE CORE DRILLED ON TOP - -� OF PIPE AND CONNECTION SHALL BE MADE ON TOP OF PIPE WITH A MECHANICAL CONNECTOR SUCH AS THE INSERT -A -TEE CONNECTOR. -- JI TAP SHALL BE 4" DIA. IF MAIN LINE IS 8" DIA. ICt✓/ pp/i I� I WOOD STAKE TREATED 2X4 PAINTED WHITE MARKING ENO OF ALL HOUSE SERVICES SEE STD. DWG T 4-19, SURFACE RESTORATION IS 7NIMg_ W I L 6' PVC PIPE A r OOT 4' ALONG VV CENTCRM�ASuq �`th_" WATER TIGHT CAP ON ALL VT r plpE qWE GFEF, HOLDS SERVICES DEPT. OP POBUC WORR3 Y vwew e2Ons J SEE STD. DV/]. DEPTHS AND DIMENSIONS 4-I, PIPE BE -.����: :) SAME AS DRAWING AROSE FOR BEDDING ALTERNATE REQUIREMENTS INSTALLATION RE1131LI 'IT CITY OF SPRIFCFiELD °NPT- DP P°FlF"'°°a"'° HOUSE SERVICE CONNECTIONS ^.;"=gip°°; TO LATERAL O SANITARY SEWER LATERAL SCALE: N.T.S. I CMLLI<— Yom_ ILL Yk II I III,_� 110_ CST— E N �o N". FJB3 P JRL-6.ILL -D CORE PLUG MUST � ESTE L BPv1D AE RETRIEVED ITTEP NSERT,', C. `"" "" OPI I' OP' �PHINGI'IKLII - El l OY 1'011LIC XORYS TYPICAL aF sPRmcFIELD Gm� DEPT. OF PUBLIC WORK3 SIDEWALK CONSTRUCTION srRAnnvAROWING D 3-12 2003 eP 4-6 Ty M r - PIPE CONNECTIONS O SANITARY SEWER LATERAL SCALE: N.T.S. I CMLLI<— Yom_ ILL Yk II I III,_� 110_ CST— E N �o N". FJB3 P JRL-6.ILL -D CORE PLUG MUST � ESTE L BPv1D AE RETRIEVED ITTEP NSERT,', C. `"" "" OPI I' OP' �PHINGI'IKLII - El l OY 1'011LIC XORYS TYPICAL aF sPRmcFIELD Gm� DEPT. OF PUBLIC WORK3 SIDEWALK CONSTRUCTION srRAnnvAROWING D 3-12 2003 Ty M r - PIPE CONNECTIONS VISED:6 2 2015 ■0 I - -� LANI FrRY EANI -- JI ICt✓/ pp/i I� I rJBBE: Eoo �I hli OPIPE CONNECTIONS SCALE. N.T.S. aF sPRmcFIELD Gm� DEPT. OF PUBLIC WORK3 SIDEWALK CONSTRUCTION srRAnnvAROWING D 3-12 2003 Ty M r - PIPE CONNECTIONS CAK�RPC\WN S0\K\S - W\6R\ ZO YAZCK SNOEWP',X WN6\K \S W CEtRER MNCPl\ �SNOEWPIX � � S \N\MPNANS M EY.P131S\ON d0\KIS 30 ON CEN\ER YAK Mi EKPPNSNON AONK\S NK WR9 WHERE POSSN9LF CURBSIDE SIDEWALK ro pp0� GoManse CONFING . 501 NW SLOPE 1V � SHAPE z PMM6 CGPa ! 6YIIEli mE1YlIX NI6M Rfl fi (5' lYV1Yq C yy oe 4�4�`�`g+ � -r :: '. •.. LOAM EbpE i0 PROPERTY LINE "�� N— 2' MINIMUM OF 3/4" MINUS I IY FlRM WMPACTED SUBGRADE COMPACTED CRUSHED ROCK CRUSHED R6CK BLLVS 4" MINIMUM P.C. CONCRETE PLACED PRIOR TO STREET PAYMENT SETBACK SIDEWALK 6X '. 1V NM SLOPE i0 PPOPFAtt LIXE ie Con. ImTlwc s0:1 nPICAL SLOPE to I MAx SLOPE AMID CGPP 6 GUIIEP MXRR SfPIP NWIX Pp PJib (45111M11L) 9nMW(Was PLi MI6 (5' 11.Bel )8' a I ` \�\i 6" MINIMUM LOAM LOAM �` IY `FIRM C04PAC1E0 SUaNAeE Y MINIMUM OF 3/4" MINUS CRUSHED ROCK RALWT COMPACTED CRUSHED ROCK RAZED PRIOR i0 SFEFET PAVEMENT 4" MINIMUM P.C. CONCRETE NOTES * NO ABOVEGROUND FACILRIES (FIRE HYpRPNTS POWER POLES GIDH &SINS, VALVES. J-Bp%E[ EIC) SHALT BE PERMITTED WITHIN THE SIDEWALK ARTA * ALL SURFACFS SINU HAVE A BROOM FlNISN. * SIDEWALKS, ACCESS RAMP] AND RESIOENTIM DRIVEWAYS SHALL BE 3000 PSI HELD SIRENGM (3450 PSI IAB STRENGTH) 60 SACK MIX CONCRETE * CURBS ffi COMMERCIAL DRIVEWAYS SHALL BE 3`AO PSI FIELD STRENGTH (4045 P9 UB STRENGTH) 53 SACK MIX END REVTSmN DATE 6r PPR. M HIM= A) Bernina aF sPRmcFIELD Gm� DEPT. OF PUBLIC WORK3 SIDEWALK CONSTRUCTION srRAnnvAROWING D 3-12 2003 Ty M VISED:6 2 2015 ■0 CDfMMEIE OSIDEWALK SCALE. aF sPRmcFIELD Gm� DEPT. OF PUBLIC WORK3 SIDEWALK CONSTRUCTION srRAnnvAROWING D 3-12 2003 Ty M N.T.S. O 0.2' h 0.9' co N 000 �I @ @ @ S e O o0 Oo e I- 0 Ramp M4dlh Var. Curb TRUNCATED DOME RAMP TEXTURE PATTERN DETAIL DETAIL = I� Marked or intended crossing location "a General Notes 0 � 1. Place truncated dome detectable warning texture in the lower 2' of throat of ramp only. Arrange domes using in-line pattern with the direction of travel. Color of texture to be safety yellow. For constmclion of sidewalk ramps outside of public right-of-way, check with Stale Building Codes for requirements regarding texturing of flares. 2. Sidewalk curb ramp slopes shown are relative to the true level horizon (zero bubble) 3. In alterations curb ramp slopes) may be 10% for a max. rise of 6" or 12.5% - for a max. rise of 314". Curb ramps, in alterations, need not exceed 6' in length. -- 4. Do not slope landing more than 20/6 in any direction. F 5. Sidewalk ramp details are based on ORS 447.310 and proposed ADAAG SecEon 14, June 20, 1994. U HA C� OF SPRINGFIELD DETECTABLE WARNING TEXTURE srA1mARD s PEDESTRIAN ACCESS PATHS DRAWu;c s ac.�..�- also TRUNCATED DOMES SCALP N.T.S. NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILITY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM STANDARDS. I RIGHT OF WAY/PROPERTY/EASEMENT LINE � I I fi"MIN II I , S.0 B WATER METER I i II 6- MIN II L J � OVERHEAD INSTALL4TION CLEARANCES VIEW I 3" MIN I I T SUB I CUSTOMER I O I RESPONSIBILITY I RESPONSIBILITY li I I GRADE I 3"MIN 12 -MIN � 3"MIN lll_ WI�II�IEIII ll�lll � HlIT 11 ��HIM I MII = I TIL—��� III PROFILE TIE S.U.B. I — VIEW - WATER METER � y I I I I I i SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: Section XI Pre Installation Crass Connection Control Requirements - Section XII Location of Backflow Assembly - SecREDUCED PRESSHURE tion XIII eacMlOw Assembly Installation Guidelines - Section XIV Post -Installation Cross Connection Control Requirements Sections XI -XIV, in addition to the complel. Cross Connection Control ProoO0ram Requirements, are available at hHpaAvwwsubuN.mmlwaterlcross-connection-control-and-backflow-protection/ SCALE: N.T.S. ancKnowassEMatvsTANOARu °xnwwG DRAWING NUMBER WAAER QUALITY BACKFLOW ASSEMBLY W2.00 ENGINEERING�3srMek.--srRwcEtELncrnnrBonRD 2"&SMALLER L OREDUCED PRESSURE BACKFLOW SCALE: N.T. VISED:6 2 2015 ■0 VV VT r 3-30 DEPT. OP POBUC WORR3 Y vwew e2Ons TRUNCATED DOMES SCALP N.T.S. NOTE: THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CUSTOMERS RESPONSIBILITY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE CROSS -CONNECTION CONTROL PROGRAM STANDARDS. I RIGHT OF WAY/PROPERTY/EASEMENT LINE � I I fi"MIN II I , S.0 B WATER METER I i II 6- MIN II L J � OVERHEAD INSTALL4TION CLEARANCES VIEW I 3" MIN I I T SUB I CUSTOMER I O I RESPONSIBILITY I RESPONSIBILITY li I I GRADE I 3"MIN 12 -MIN � 3"MIN lll_ WI�II�IEIII ll�lll � HlIT 11 ��HIM I MII = I TIL—��� III PROFILE TIE S.U.B. I — VIEW - WATER METER � y I I I I I i SUB CROSS -CONNECTION CONTROL PROGRAM STANDARD REFERENCE: Section XI Pre Installation Crass Connection Control Requirements - Section XII Location of Backflow Assembly - SecREDUCED PRESSHURE tion XIII eacMlOw Assembly Installation Guidelines - Section XIV Post -Installation Cross Connection Control Requirements Sections XI -XIV, in addition to the complel. Cross Connection Control ProoO0ram Requirements, are available at hHpaAvwwsubuN.mmlwaterlcross-connection-control-and-backflow-protection/ SCALE: N.T.S. ancKnowassEMatvsTANOARu °xnwwG DRAWING NUMBER WAAER QUALITY BACKFLOW ASSEMBLY W2.00 ENGINEERING�3srMek.--srRwcEtELncrnnrBonRD 2"&SMALLER L OREDUCED PRESSURE BACKFLOW SCALE: N.T. VISED:6 2 2015 S. qIrrGanch INEERING= Since 1977 civil transportation structural •geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.]46.063] www.BranchEngineering.com Springfield OR I Aibany OR ���ED PROFFS ��c�� y1G I N.�+ "�' #79232PE� DIGITALLY SIGNED NOREGONc.zI,2°N\Z PAT�� EXPIRES: DECEMBER 31, 2020 project title:LLLLIce Ice Ice 0 W V I O Q 5� Z O O V W O Z J� W �o Ln O W � v Q W�w m W Z 06 0� r CJ W z� LA 2 revisions ■0 VV VT r date: JULY 1, 2020 drawn by: CM designer. CM project no: 19-577 � DETAILS Q' W sheet. C4,0 4 ■0 R OFIRE HYDRANT SCALE: N.T.S. Thh—L, IIIOLI ad15 It ll Ld 1h, 1 ILAN 2020heTl e- 1 ave,eve W WASHED 4/ MIA �\N GLEAN GRAVEL HYDRANT WEE[ CM VALVE TYP ecso.=m HYDRANT ASSEMBLY 19-577 LL r � � � r e 1r6" a6 a+nr � WATERLINI Z _� � Tsei° �.nm. 4.e�n nme.� Aa/ v. Yenom er���` .... /rQ a Z w v v TYPICA�SEPARATED SIDEWALK DRIVEWAY °`°""'e n"` " 1.11L6rTyot PoNeeundra m T- 16' Aft SC STANDARDCURB x e°°`rJ m.. wrcn=xm =. n,e°r (THROUGH BUFFER STRIP) / x— �y' t l .e JN yeas= �"xr CC ~ w. J_•�_l o L � Ln V) J •L<-� SECTON BB SERION CC ."„ ViOOTL �—/r��,�e i� Waw x,a a.;"m DRIVEWAY ENCROACHES INTO SIDEWALK �0° Po'a+^^•,.R �=a.ree a.0 e.m...<n=x eT.rnm, <e". r . re... r=. .e rs== m< z s rcrv.<rx.. A' ` Z 06 W w W r_ w CURBANDGUTER MOUNTABLE CURB AND GUTTER CURB RAMP DETAIL (WITH SINGLE FLARE) LOW PROFILE MOUNTABLE CU RB ANDGUTTER :•s.^,,,„„n L ,rm nem=rm n.m^^n -� r w OREGON STANDARD ORAWIN66� � "nn Th n, ...,,. xx.x.¢ PAMLLEL WRB RAMPDETAIL SEPAHATEO SIDEWALK OHIVEWAYS r� ar��`^ci cwuurvmrswe,narurzou.xizzxrzr. pxa rgrmo- � OHALLEYS /OPTI0N5A B&C) �_� '"8 � n MM � ODOTNIGHWAYS m vemaxn " amvxm vwe "p. v.rav " ,.n OREGON STANDARD DRAWING$ x=e.,,="mn � eror�,=ti/� OPfIONC ° Nee,. LOWERED SIDEWALK o CURB RAMP DETAILS LOT �e' ah r. i L a L. Led, . m�h �Nf B On do s r. aen"m ,reux regia. ev"m "°' , e mwmm ..r na app=m neao-n. LOW PROFILE MODIFICATION FOR KEYWAY VALLEY GUTTER MOUNTABLE CURB '^+_^:°^•^^^r+^• WEEP HOLE DETAIL e Iud uln L 21,111111 ...... m...... IIN[w OREGON STANDARD DRAWING$ c,e """ OREGON STANDARD DRAWINGS m"utN ." e.r.r• m,✓ euI'll no o s.xe..na s o•^e= „_ 11 CURBS m=".aPm '-'I've`I, ca,,,.. "no.nz ".e.xm,wa.. lev d,I—eli.�."e mm m.o. 1. 11 Idevah"I,� a"e mw<iisi. 1,111"= 111,u.er,"1" a wni. HYDRANT INSTALLATION Th °": en„="r, ,." .,m:e n,=mxn. u d,:v e. ' r<. m. =e.m. e<rn .mu re m/nm/ N as:a Ort IT— m. e. x,"= ,n=.. avv�.rh u//a r n w r mn no e>:,..a xaomxezm. red wzm dhvd.nme=xe".s. Effective Datd, . June I, 2020 - November 30, 2020 eo254 OFIRE HYDRANT SCALE: N.T.S. Thh—L, IIIOLI ad15 It ll Ld 1h, 1 ILAN 2020heTl e- 1 ave,eve ODRIVEWAY SCALE: All Effective Dace:June 1, 2020- November 30, zOz0 xm25 CURB HEIGHT MAY VARY AT CONCRETE CROSSING CONNECTION. TYPICAL VALVE TILE INSTALLA PER WI. 16 NOTE y2 TYP. v 6' GATE 1� W WASHED 4/ MIA �\N GLEAN GRAVEL HYDRANT WEE[ CM VALVE TYP ecso.=m I 19-577 LL r � � � r e 1r6" a6 a+nr � WATERLINI Z _� � Tsei° Q 4.e�n nme.� Aa/ v. Yenom er���` .... /rQ a Z omlonA v v TYPICA�SEPARATED SIDEWALK DRIVEWAY °`°""'e n"` " 1.11L6rTyot PoNeeundra m T- 16' wr a SC STANDARDCURB x e°°`rJ m.. wrcn=xm =. n,e°r (THROUGH BUFFER STRIP) / , sn"aa".,mea.,",= .m.a".an �y' t l .e JN dul Learl CC ~ w. LJJ o L � Ln V) J •L<-� SECTON BB SERION CC A..i� COMBINATIONCURB RAMP DETAIL �—/r��,�e i� Waw DRIVEWAY ENCROACHES INTO SIDEWALK �0° Po'a+^^•,.R �=a.ree a.0 e.m...<n=x eT.rnm, <e". r . re... r=. .e rs== m< z s rcrv.<rx.. A' ` Z 06 W w W r_ w CURBANDGUTER MOUNTABLE CURB AND GUTTER CURB RAMP DETAIL (WITH SINGLE FLARE) LOW PROFILE MOUNTABLE CU RB ANDGUTTER :•s.^,,,„„n L ,rm nem=rm n.m^^n -� r w OREGON STANDARD ORAWIN66� � "nn Th n, ...,,. xx.x.¢ PAMLLEL WRB RAMPDETAIL SEPAHATEO SIDEWALK OHIVEWAYS r� ar��`^ci cwuurvmrswe,narurzou.xizzxrzr. pxa rgrmo- � OHALLEYS /OPTI0N5A B&C) �_� '"8 � n MM � ODOTNIGHWAYS m vemaxn " amvxm vwe "p. v.rav " ,.n OREGON STANDARD DRAWING$ x=e.,,="mn � eror�,=ti/� OPfIONC ° Nee,. LOWERED SIDEWALK o CURB RAMP DETAILS ODRIVEWAY SCALE: All Effective Dace:June 1, 2020- November 30, zOz0 xm25 CURB HEIGHT MAY VARY AT CONCRETE CROSSING CONNECTION. TYPICAL VALVE TILE INSTALLA PER WI. 16 NOTE y2 TYP. v 6' GATE 1� W WASHED 4/ MIA �\N GLEAN GRAVEL HYDRANT WEE[ CM VALVE TYP V I 19-577 LL SEE NOTE #1� TYP APPROVED Md RESTRAINT TY LL I 1r6" 1 �t�x. f' WATERLINI x 6" TEE TYP,J 6" MIN. TYP. FLANGED CONNECTION TYP REFER TO NOTES ON BACK OFIRE HYDRANT SCALE: N.LS. MINUS TYP. CURB & GUTTER PLAN VIEW FIRE HYDRANT W1.14 INSTALLATION REVISED:02-03 7771, Pmuee by Iceab IT DWG leo- SLOPE R PLAN OP \ 10" CRUSHED do ROCK CONCRETE CROSSWALK #4 BARS 18" O.C.E.W. BLOCK UP 3" FROM SURFACES ORAISED SIDEWALK CROSSING SCALE All OCURBS SCALE: N.T.S. 11 MATCH TO1. AC PAVINGsho.l. 211—Ir �,rovell—ld,hrore., dr he - Id. 1.01 finhuld e— 11.1Lee videeetueavely, III 141 W drawn by: CM designer: V project no: 19-577 LL LL �0 1 �t�x. i7 Z J Q /rQ a Z v v PERPENDICULAR CURB RAMP DETAIL 1.11L6rTyot PoNeeundra m T- 16' wr a v"wnamm STANDARDCURB MOUNTABLE CURB e°°`rJ PERPENDICULAR CURB RAMP DETAIL wrcn=xm =. n,e°r (THROUGH BUFFER STRIP) / CURB ENDING DETAIL o t l .e JN dul Learl CC ~ w. LJJ o L Ln V) J � / SECTON BB SERION CC z COMBINATIONCURB RAMP DETAIL i� Waw 2 �0° ` Z 06 W w W r_ w CURBANDGUTER MOUNTABLE CURB AND GUTTER CURB RAMP DETAIL (WITH SINGLE FLARE) LOW PROFILE MOUNTABLE CU RB ANDGUTTER :•s.^,,,„„n L ,rm nem=rm n.m^^n r w 1. "nn Th n, ...,,. xx.x.¢ PAMLLEL WRB RAMPDETAIL <: .,.m ,:, .a: II " sn zv a ww cwuurvmrswe,narurzou.xizzxrzr. r.,^xr.rnr,=..r.__J3Lxzozo______ m vemaxn " amvxm vwe "p. v.rav " OREGON STANDARD DRAWING$ � L t , o CURB RAMP DETAILS LOT �e' ah r. i L a L. Led, . m�h �Nf B On do s r. aen"m ,reux regia. ev"m "°' , e mwmm ..r na app=m neao-n. LOW PROFILE MODIFICATION FOR KEYWAY VALLEY GUTTER MOUNTABLE CURB '^+_^:°^•^^^r+^• WEEP HOLE DETAIL e Iud uln L ...... m...... IIN[w OREGON STANDARD DRAWING$ c,e """ m"utN m,✓ euI'll no o s.xe..na s o•^e= ,<m ".mm wivee w"=r amm ared. 11 CURBS m=".aPm '-'I've`I, ca,,,.. "no.nz ".e.xm,wa.. lev d,I—eli.�."e mm m.o. 1. 11 Idevah"I,� a"e mw<iisi. 1,111"= 111,u.er,"1" a wni. r n w r Effective Dates June I,2020- November 30, 2020.0 amoo OCURBS SCALE: N.T.S. 11 MATCH TO1. AC PAVINGsho.l. 211—Ir �,rovell—ld,hrore., dr he - Id. 1.01 finhuld e— 11.1Lee videeetueavely, III 141 OADA RAMPS SCALE: N.TS. 51 dal 01 .1d On ME "Sr"'MMIT EFECTIVe Date'. June 1. 2020 -November 302020 am55 w G w 0— Ifranch ,NEERING= 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 PROI #79232PE� DIGITALLY SIGNED NOREGON c,Baa\ PAT�� EXPIRES: DECEMBER 31, 2020 project title W drawn by: CM designer: V project no: 19-577 LL LL �0 Z J Q /rQ a Z PERPENDICULAR CURB RAMP DETAIL wr a ss 6eem'•�a nu"xr� 'v ax=vea n=_u SCIIO e°°`rJ PERPENDICULAR CURB RAMP DETAIL wrcn=xm =. n,e°r (THROUGH BUFFER STRIP) / n Y o t l Z JN CC ~ o LJJ o cI) Ln V) J � / SECTON BB SERION CC z COMBINATIONCURB RAMP DETAIL Q Waw 2 �0° LU Z 06 W w W r_ w r LI zN CURB RAMP DETAIL (WITH SINGLE FLARE) 11, :•s.^,,,„„n L ,rm nem=rm n.m^^n r w 1. "nn Th n, ...,,. xx.x.¢ PAMLLEL WRB RAMPDETAIL <: .,.m ,:, .a: II " sn zv a ww cwuurvmrswe,narurzou.xizzxrzr. r.,^xr.rnr,=..r.__J3Lxzozo______ m vemaxn " amvxm vwe "p. v.rav " OREGON STANDARD DRAWING$ � o CURB RAMP DETAILS B On do s r. aen"m ,reux regia. ev"m "°' , e mwmm ..r na app=m neao-n. OADA RAMPS SCALE: N.TS. 51 dal 01 .1d On ME "Sr"'MMIT EFECTIVe Date'. June 1. 2020 -November 302020 am55 w G w 0— Ifranch ,NEERING= 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 PROI #79232PE� DIGITALLY SIGNED NOREGON c,Baa\ PAT�� EXPIRES: DECEMBER 31, 2020 project title revisions: date: W drawn by: CM designer: V project no: 19-577 LL LL �0 Z J Q /rQ a Z O 0 V W�/ Ice Ice o Z JN CC ~ o LJJ o cI) Ln V) J = z J~o Q Waw 2 �0° LU Z 06 W w W r_ w r LI zN 11, 0— r w revisions: date: JULY 1, 2020 drawn by: CM designer: CM project no: 19-577 DETAILS sheet. C4■ 1 OTHRUST BLOCKING SCALE: N.T.S. LU 53" drawn by: NOTES: designer: II BOX FABRICATED FROM LL _ di" THRUST BLOCKING 1 w �0 „RAN TABLEA s or TABLE Tim 1t"I LidLff]di, m 1113„ 1111111 IL OUTLET) LOCKING amarloarlI i 48" LONG DUCTILE IRON SOLID LID {L�� III=1 11I & DUCTILE IRON GRATE - ], PLAN VIEW 0 sheet I> E FRAMEDUTY TRAFFIC GRATE de W�/ - TW ICAL PLAN VIEW -SEPARATED SIDEWALK Ice a AS REO'D 8 .. 5 a 9 12 � °11III,II' m rmLk� -1ThIIm111mWmit o sernwDNT , TRAP r cI) Am 2 ;D11 I di 'A ver "" s�n. :: OREGON STANDARD DRAWINGS N 1 1 TEE CROSS STRADDLE QJ z no. ,.a ass t• X00 I .... WE n m..,. ae. 1drele :— _25ous5 i., LU Me"✓se�rMzarvN�Ida 06 14 o,. .wo., Ice rCJ TYPICAL SETBACK SIDEWALK CROSS SECTION W SIDE VIEW ISOMETRIC Z Effective Date. June I, 2020 - November 30, 2020 In", STATE APPROVED — ASPHALT DIPPED 2 Ln rn -5 __-...."... UN In v______ SAND COLLECTOR CATCH BASIN ELL IES" 'ro 1. aeTABLE „ ueuAll nraxnu"All on u¢sr,xu OREGON STANDARD DRAWINOS 'i D 2 ul-.. 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DOUG P. ueuAll nraxnu"All on u¢sr,xu OREGON STANDARD DRAWINOS 'i D 2 %+�a="rez,x arenmp _ DATE: JAN. 23, 06 inos n:o,wuv"z mas Eugene, Or. 97401 pb:(541) 687 — 8672 fax:344-0207 247 Worhougtan St nred. ulo d... SEPARATED SIDEWALKS d. uded Effective Date June I, 2020 - November 30, 2020 ew2I OSIDEWALK SCALE: N.T.S. ODUAL CHAMBER CATCH BASIN SCALE: N.LS. WALL SPOUT - BY OTHERS ADAPTER (SIZE PER DOWNSPOUT) FRAME & COVER FINISH GRADE '0 b SEE SITE PLAN FOR �. WYE III, ODOWNSPUT CONNECTION AND CLEANOUT SCALE: N.T.S. STAINLESS STEEL 13 NUTS & BOLTS TIP. 17 16 I1 �1 18 118 16 20 20 3 zz 23 4 -` 21 15 15 1 21 7 78 8 17 7 FITTING DETAIL 2" GRADE — LU 53" drawn by: NOTES: designer: II BOX FABRICATED FROM LL _ 10 GA. MATERIAL BBL 1 w �0 „RAN STANDARD VALVE h,NE J ✓' TILE AND LID OUTLET) i 48" LONG DUCTILE IRON SOLID LID INSTALLATION PER & DUCTILE IRON GRATE - ], PLAN VIEW 0 sheet L22x212XIS3 BIKE PROOF, HEAVY FRAMEDUTY TRAFFIC GRATE SUPPORTS AASHTO W�/ 53" H25 LOADS Ice T AS REO'D 5 a 9 12 � 2 cleuddlpl�eortdha ~ o sernwDNT LJJ TRAP r cI) OUTLET 2 �JJJ OREGON STANDARD DRAWINGS , v o QJ z SEDIMENT TRAP t• X00 I LW/ HINGED WE LID LU Me"✓se�rMzarvN�Ida 06 Ice rCJ 48" W SIDE VIEW ISOMETRIC Z Effective Date. June I, 2020 - November 30, 2020 In", STATE APPROVED — ASPHALT DIPPED 2 Ln rn 24"x42" - 6"0 OUTLET SAND COLLECTOR CATCH BASIN DWG # PROJ. MAN. DOUG P. 1 DWN. PAUL G I SCALE NONE 'i D 2 Oibe"n Steel Resins 3WC% IB92 DATE: JAN. 23, 06 MODEL: SCB10-42HB-6 Eugene, Or. 97401 pb:(541) 687 — 8672 fax:344-0207 247 Worhougtan St ODUAL CHAMBER CATCH BASIN SCALE: N.LS. WALL SPOUT - BY OTHERS ADAPTER (SIZE PER DOWNSPOUT) FRAME & COVER FINISH GRADE '0 b SEE SITE PLAN FOR �. WYE III, ODOWNSPUT CONNECTION AND CLEANOUT SCALE: N.T.S. STAINLESS STEEL 13 NUTS & BOLTS TIP. 17 16 I1 �1 18 118 16 20 20 3 zz 23 4 -` 21 15 15 1 21 7 78 8 17 7 FITTING DETAIL 2" GRADE — 1 DRAWN BY: LBB OWATER METER SCALE: N.T.S. INSTALL 3M DIRECT BURY SPLICE KIT PER MANUFACTURERS INSTRUCTIONS. TYP. ALL BELOW GRADE MRS SPLICE LOCATIONS REFER TO MATERIAL LIST AND NOTES ON BACK PR DIVISION STANDARD DRAWING I DRAWING NUN 2" x I - 1/2" METER W1.06 INSTALLATION --- -- __ ,._ LU "�f drawn by: V designer: t NL pi"F anMzaPanevane LL _ m BBL 1 w �0 „RAN STANDARD VALVE h,NE J ✓' TILE AND LID 6 i r COMPACTED J/4 INSTALLATION PER TTS - ], r MINUS 0 sheet a 14 W�/ zI Ice T AS REO'D 5 a 9 12 � 2 cleuddlpl�eortdha ~ o wI LJJ 3 el P r cI) � 2 6 5 OREGON STANDARD DRAWINGS o QJ S.U.B <-- CUSTOMER eaoM"ez STREET CUT t• X00 I (� WE m LU Me"✓se�rMzarvN�Ida 1 DRAWN BY: LBB OWATER METER SCALE: N.T.S. INSTALL 3M DIRECT BURY SPLICE KIT PER MANUFACTURERS INSTRUCTIONS. TYP. ALL BELOW GRADE MRS SPLICE LOCATIONS REFER TO MATERIAL LIST AND NOTES ON BACK PR DIVISION STANDARD DRAWING I DRAWING NUN 2" x I - 1/2" METER W1.06 INSTALLATION --- -- __ ,._ OSTREET CUT SCALE: N.LS. qIanch NEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfkld, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR ���ED PROFFS �c��y1GIN.g `r�0 DIGITALLY SIGNED 2 OREGON = 9l5 I'll Pc. zl, 2° �5� qN PAl EXPIRES: DECEMBER 31, 2020 project title LU "�f drawn by: V designer: t NL pi"F anMzaPanevane LL _ m BBL 1 w �0 „RAN U) h,NE J Z w O afii'8.o�r , 0 sheet a V W�/ Ice Ice o Z JN 2 cleuddlpl�eortdha ~ o LJJ 3 el P cI) ,ndlioll, 11 vleeld tel 11 all Ln V) J OREGON STANDARD DRAWINGS o QJ Waw eaoM"ez STREET CUT t• X00 I (� c m LU Me"✓se�rMzarvN�Ida 06 Ice rCJ W d Z Effective Date. June I, 2020 - November 30, 2020 In", OSTREET CUT SCALE: N.LS. qIanch NEERING= Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfkld, OR 97477 p: 541.746.0637 www.BranchEngineering.com Springfield OR I Albany OR ���ED PROFFS �c��y1GIN.g `r�0 DIGITALLY SIGNED 2 OREGON = 9l5 I'll Pc. zl, 2° �5� qN PAl EXPIRES: DECEMBER 31, 2020 project title revisions LU JULY 1, 2020 drawn by: V designer: CM LL project no: 19-577 BBL w �0 DETAILS U) Z J Z w O 0 sheet C4.2 V W�/ Ice Ice o Z JN CC ~ o LJJ o cI) Ln V) J z o QJ Waw _ t• X00 I (� c m LU z 06 Ice rCJ W d Z / 2 Ln rn revisions date: JULY 1, 2020 drawn by: CM designer: CM project no: 19-577 w DETAILS U) w w sheet C4.2 copydghtO 2012 Branch Engineering, Inc. branch -I�'G 7' SIDEWALK I N E E R I N G FLOOR GRAIN STRAIGHT CURB SECTION Since 1977 LEVEL 2 HMAC. SEE CLASS f'c: 3,000 PSI DUMMY JOINT 1/4" 3" COMPACTED THICKNESS 1/2" DENSE GRADED LEVEL 2 HMAC (COMPACT TO 919 4" COMPACTED THICKNESS 1/2" DENSE GRADED LEVEL 2 HMAC (COMPACT TO 919SAR TRASH ENCLOSURE RETE FLOOR (SEE DETAIL 1, THIS SHEET. 6 CONCRETE. MINIMUM SIDEWALK OR DEEP 'V GROOVE 6" FROM FACE OF CURB. 4" THICK P.C. CONCRETE SIDEWALK civil • transportation structural • geotechnical RELATIVE COMPACTION RICE.) RELATIVE COMPACTION RICE.) TOP SOIL ITECT'S PLANS 1/2" RADIUS TYP. WITH BROOM FINISH S U R V E Y I N G DETAILS) L� 310 5th Street 6" Springf eld, OR 97477 PRIMER \ 7 6" 6 n -4 - p: 541.746.0637 www. Branch Engineering.com ECTION ADAPTER /\�/\�//\�//��//\���/ // + O 12" o SUB-GRADEDRAINwPIPEND /12" OF 3/4"-0 CRUSHED COMPACTED AT 959 FABRIC 16" OF 3/4"-0 CRUSHEDRAP/8'7I��PROFFROCK. ROCK. COMPACTED AT 959 GEOTEX7LE FABRICCOMPACTED ' \/\\ SITE PAVING (SLOPE TO DRAIN \�� /\ \/\��\\�/\�\\/\/\��\�� INsGEOTEX77LE G ERELATIVE 6Qi�� COMPACTION RELATIVE COMPACTIONCRUSHED PER GRADING &PAVING PLAN) 9" 1Y' 'jMODIFIED PROCTOR. MODIFIED PROCTOR. ROCK #79232PE l COMPACTED SUBGRADE COMPACTED SUBGRADE COMPACTED CRUSHED ROCK. SEE DETAIL 1, THIS COMPACTED SUBGRADE AS DIGITALLY SIGNED SHEET. NOTE: PER CEO -TECHNICAL OBSERVATION = PROVIDE 1 1/2" DEEP CONTROL 6" 3/4"-(0) CRUSHED ROCK JOINT AT O16 MAX. AOURS ��OREGON qN PA_ �� JOINT WITHIN OFRUCT POUR EXPIRES: DECEMBER 31, 2020 OAC PAVING SECTION O HEAVY DUTY AC PAVING SECTION O TRASH RECEPTACLE FLOOR DRAIN O VERTICAL CURB O MONOLITH CURB AND SIDEWALK project title: SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE N.TS. DUMMY JOINT 114" / RISER O.D. CONCRETE WHEEL STOP OR CURB WITH 2' DEEP V GROOVE 6" FROM FACE OF CURB. CAST IRON FRAME AND COVER PLUS 1/2" MIN. FINISHED GRADE ADJUST TOP TO MATCH iI FINISHED GRADE WITHIN OUTSIDE D PAVED AREA PAVED AREA OVERHANG WHERE SHOWN ON PLAN VAN ACCESS SIGN ANGLE AS SHOWN ON PLAN LUz 2" MIN. ADA SIGN5' DIMENSION PER CITY CODE SIDEWALK - - -__- \\%\X\ \\ 4.6-115 TABLE 4.5-1 AND FIGURE 4.6A/ 1PAVING�/r�CURB THICK P.C. �, -\ STRUCTURE -\x�\ "� t WHERE SHOWN w a ADHERE TO STANDARDS 3 P.1/2��CONCRETE OREGON CURRENT TRANSPORTATION COMMISSION FOR ACCESSIBLE PARKING PLACES (2018).o vIK SIDEWALK- RADIUS WITH BROOM FINISH TYR .� .; o COMPA NATIVEPROVIDE >- — ADA SIGN VAN ACCESS SIGN�.L LEL 1/4" CLEARANCE BETWEEN CONCRETE PAD q4 HOOP CENTERED IN AND RISER PIPE. 2" coMMERCIAL GRADE CONCRETE MIN -BACKFI COMPACTED 3/4"-O I -I 1 CRUSHED ROCK — 6' TYP. RESERVE D PARKING O � 4+ III 6 MECHANICAL PLUG MIN PAD (WITHIN TRAFFIC AREAS ONLY) v L ACCESS AISLE 12"' • o 0 o Oo v v � 4" STRIPE TYPICAL � NO ® COMPACTED 3/4"-0 CRUSHED ROCK NOTE BEDDING TYP. 1 o 6" MIN. �2' HEAD OFAT EACH ACCESS PARKING /Z� /J V V 1. CASTING SHALL MEET HS20 LOAD SIGNAGE AT E. AISLE 9" 12" REQUIREMENTS. 2. PROVIDE RISER SIZE AND MATERIAL �� �� REQUIREDPROVIDE 7PtREROCAL CODE. NO HEAD F EACH SPACE. PARKING VAN COMPACTED SUBGRADE AS PER GED -TECHNICAL OBSERVATION p o o v TO MATCH CARRIER PIPE. (4" MAX/���j SIZE) I 3. ALL CONCRETE SHALL BE o o COMMERCIAL GRADE CONCRETE. / j\��> ��/ /\ /`\ 6" MIN. 9' PER PLAN ACCESSIBLE ONLY FOR SPACE O O — 0 0 0 4. PROVIDE TRACER WIRE AS REQUIRED BY LOCAL CODE. PIPE SIZE AND TYPE PER PAVEMENT STENCIL WHITE, DESIGNATED ON SITE PLAN. NOTE 6" 35% COM) CRUSHED ROCK ®959 COMPACTION PLANS UNDISTURBED BLUE PAINTED BACKGROUND AND BLUE- CURB OPTIONAL W PROVIDE 1 1/2" DEEP CONTROL SLOPE SUBGRADE JOINT 6MAX. CONSTRUCT JOINT WTHINN 1 16 HOURS OF POUR WI NOTE: + MAX CROSS SLOPE FOR ADA FACILITY 1.5% MOUNT BOTTOM OF SIGNS AT 84" H- 3" ABOVE PAVEMENT AT O 0 o BEDDING (SEE TYPICAL AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRENCH. CONTRACTOR VERIFY AND WITH AND REQUIREMENTS. EYE -LEVEL, SIGNS MAY O 0 0 o TRENCH DETAIL) SHALL COMPLY LOCAL STATE CODES ON UTILITY SEPARATION HORIZONTAL SEPARATION BETWEEN JOINT TRENCH UTILITIES SHALL BE 12" OR GREATER. BE MOUNTED BEHIND Z J \/ UNDISTURBED SIDEWALK ON WALL. 1,r SUBGRADE KJ OMONOLITHIC SIDEWALK O CLEANOUT Og TYPICAL TRENCH DETAIL O DISABLED PARKING SPACE O UJ Lo SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. r w V 1 LV1 r ENGINEER TO SPECIFY SLOPE OF DITCH O W W 28" x 30" HEAVY DUTY w C� T FLAT BAR GRATE 0 O g FINISHED GRADE m V 0 1 LO.G. ELEV. // PROVIDE 1 1/2" DEEP CONTROL 0 LLJ W Z 4 SEE PLANS JOINT AT 6'-0" MAX. CONSTRUCT JOINT WITHIN 16 HOURS OF 4" THICK P.C. CONCRETE SIDEWALK WITH BROOM FINISH 06 _ T 36 POUR yi V r 1 MIN. FIRE LINE LU WATER LINE V 1 G °i- m BACKFILLS WITHIN PAVED AREAS USE -y-- CRUSHED ROCK, 8 ° - revisions: FL ELEVATION L FL ELEVATION SEE PLANS T - COMPACT TO 95% RELATIVE C OM 12" COMPACTION ASTM D698. w MIN. v v SEE PIANS g w OUTSIDE OF PAVED AREAS USE NATIVE MATERIAL J= 12' MIN.,' TINE o o CONNECT TO P.V.C. STORM SEWER PIPE ;o COMPACTION ASTM D69HA '.O 6" 3/4'-(0) CRUSHED ROCK, o o + COMPACTED AT 959 RELATIVE v v Zz z NOTES: COMMUNICATION ELECTRIC CONDUITS CONDUITS COMPACTION MODIFIED PROCTOR BOX FABRICATED FROM COMPACTED SUBGRADE AS PER GEO-TECHNICAL 10 GA. MATERIAL NOTE., OBSERVATION dace: JULY 1, 2020 WATER LINE SHALL BE AT LEAST 12" HORIZONTALLY AND VERTICALLY FROM WASTEWATER LINE AND ON A SEPARATE SHELF. LI drawn by: CM ELECTRICAL CONDUIT SHALL HAVE A MINIMUM OF 12" CLEARANCE FROM designer. CM OTHER UTILITIES. 24" INSTALL TONE WIRE AS REQUIRED FOR ALL PIPES AND CONDUIT. w project no: 19-577 DETAILS U) w d sheet. C4■ 3 DITCH INLET CATCH BASIN I 1 JOINT UTILITY TRENCH 12 SIDEWALK SCALE: N.T.S. SCALP N.T.S. SCALP N.T.S. copydghtO 2012 Branch Engineering, Inc. VARIES PER PLAN VARIES PER PLAN PER LANDSCAPE PER LANDSCAPE PLANTING PLAN PLANTING PLAN VARIES VARIES PER PLAN + PER PLAN SCOP SLOPE 3:1\ SCOP 3.1 p,- 3, J E 3,1 SLOPE GEOTEXTILE FABRIC 18" SAND/LOAM/COMPOST 3—WAY MIX GROWING MEDIA. MEET CITY OF PORTLAND STORMWATER MANUAL APPENDIX E3 SPECIFICATIONS OVERFLOW PIPE SOUTH TO FACILITY B—B. FLOW LINE AND SLOPE PER PLANS. OA -A SECTION VIEW SCALE: N.T.S. 12" SAND/LOAM/COMPOST 3—WAY MIX GROWING MEDIA. MEET CITY OF PORTLAND STORMWATER MANUAL APPENDIX E3 SPECIFICATIONS 12" DRAIN ROCK 8" 1 FL= OB -B SECTION VIEW SCALE: N.T.S. GEOTEXTILE FABRIC PIPE 11 70 8" PERFORATED PIPE. SL= 0%. FL= 443.33 22' SLOPE 18" SAND/LOAM/COMPOST 3—WAY MIX GROWING MEDIA. MEET CITY OF PORTLAND STORMWATER MANUAL APPENDIX E3 SPECIFICATIONS GEOTEXTILE FABRIC OC -C SECTION VIEW SCALE: N.T.S. * anch 'N�GINEERING-. 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 ;*79232E PzP� DIGITALLY SIGNED NREGONRN PAZ��� EXPIRES: DECEMBER 31, 2020 project title date: W drawn by: CM V CM project no: 19-577 LL RAIN GARDEN W SECTIONS LL �O Z J w sheet. as �Z 20 O- V W Ice CC o Z JN CC o Lu o LA Ln J z o QJ L U Lu _ LL o 0 ce U`" Ed Lu Z 0 0,6I w, `j Ice LU a Z � V) 5, revisions: date: JULY 1, 2020 drawn by: CM designer: CM project no: 19-577 RAIN GARDEN W SECTIONS w sheet. C4.4 GENERAL FLOOR PLAN NOTES: O 8 1. STANDARD WALL TYPE TO BE W5, U.O.N. SEE DETAIL SHEET SERIES W5/ A5.02 FOR INFORMATION 2 STANDARD WALL TERMINATION TO BE TYPE Z, U.O.N. SEE DETAIL SHEET SERIES Z / A5.02 FOR INF01 1 3 DIMENSIONS ARE BASED ON WOOD FRAMED CONSTRUCTION. ALL INTERIOR WALL DIMENSIONS ARE TO 4. DIMENSIONS AT EXTERIOR WALLS ARE TO THE EXTERIOR FACE OF STUD U.O.N. 134'-6' LL 5. DIMENSIONS MARKED CLEAR ARE FROM FINISH FACE TO FINISH FACE; DO NOT ADJUST WITHOUT WRITI 12-5' 28-2' 5'-5, I I 42-0' 33-T' 2 A3.D0 O O 01 0 0 PARTITION PLAN 118" =1'-0" OPEN OFFICE 121 OPEN OFFICE uol PRIVATE CONFERENCE OFFICE -SMALL 117 116 OPEN OFFICE 114 PRIVATE OFFICE 1231 a M 2 t >h OPEN a OFFICE 121A PRINT STATION W4 m 121B a 111 I 10 A 03 CONFERENCE -LARGE 113 A2.03 BREAK ROOM Li 12 (4) WALLS THIS ROOM L--4W6— I U �, PRIM STAT128B N L 1286 �) CONFERENCE PRIVATE - MEDIUM OFFICE 116 115 PROVIDE POWER AND WATER UNES AS REQUIRED TO SODA DISPENSER STATION AND COFFEE SERV OPEN OFFICE 114 PRIVATE OFFICE 1231 a M 2 t >h OPEN a OFFICE 121A PRINT STATION W4 m 121B a 111 I 10 A 03 CONFERENCE -LARGE 113 A2.03 BREAK ROOM Li 12 (4) WALLS THIS ROOM L--4W6— I U �, PRIM STAT128B N L 1286 �) PRIVATE STORAGE OFFICE 125 I Fi26 OPEN OFFICE 128 OPEN OFFICE 12 AA OPEN OFFICE 130 CONFERENCE - SMALL 131 PRIVATE OFFICE 132 CONFERENCE -MEDIUM A2.03 08 134 116 ----------- - — _----------- 134 02 7e III O III OPP 02 � A2.03 II 02 A2.04 A2.04 01 PRINTAdAIL 104 BATHROOM �]A�THROOM OPEN EXUNISEX O OFFICE N136 WB STORAGE W6 1h �_ 101 I 100 1008 LOBBY 1 1100 1 1 Q A4.03 1'-7' N -°-- -------------°-L------1------------------------®-------------------J -� - - - - BO -B _ _�31 TO A3.01 A3.00 [A4.3 O O 7 PRIVATE OFFICE 127 PRIVATE OFFICE 129 PRIVATE OFFICE 133 PRIVATE OFFICE 135 LEGEND O� NEW DOOR o NEW WALL o PARTIAL HEIGHT WALL OO WALL TAG KEYNOTES EG E m 2 I b 2 A2.00 I N I y I I I N 5. a — — — 14 '5.00 � I O ■ O 101 OWINDOW TAG ® DOOR TAG OGRID LINE IDENTIFICATION -NEW FLOOR DRAIN TIFOR Draft NONSTR CONSTRUCTION �l 06/29/2020 1:09:24 PM � a ALBANY, d `fry 6654 `. OF 12/31/2020 z ww K p p � UO w� �w �z U ¢M W O z f F_. V `- CE, SEE ELEVATIONS N ` c-1 / a d N Q!L TENANT WEYERHAUSER COMPANY SAMANTHA TURNER, SNR. REAL ESTATE MANAGER SAMANTHA.TURNER® WEYERHAEUSER.COM 208.539.4352 CONTRACTOR/OWNER WILDISH BUILDING CO. PO BOX 40310 EUGENE, OR 97404 MATT WYNNE, PROJECT ENGINEER MATTW®WILDISH.COM PH: 541485.1700 STRUCTURAL ENGINEER STABILITY ENGINEERING, INC. 777 NE 2ND ST SUITE 280 JAMES DINARDO, P.E. PH: 541.223.5360 JAMES®STABIUTYENGINEERS.CCM MEP CBD ENGINEERING 35468 RIVERSIDE DR. SW ALBANY, OREGON 97321 DAVID BACHMEIER, P.E. PH: 541.619.7287 BOHDROO®YAHOO.COM A COMMENTS N �' 08.04 LINE OF ROOF ABOVE o BATHR00 PROVIDE POWER AND WATER UNES AS REQUIRED TO SODA DISPENSER STATION AND COFFEE SERV I BATHROOM v - 01 LU at >� `Ll^ v) W6 -MEN'S L -WOMEN'S W6 L A2.04 STORAGE 110 111 122 U L J W4 W4 r r L°J L°J F HALLWAY6 110 109 111 F _ _ 5-1 V. 9.6.5-1P' 10-4' lid b W7Z 166 W7Z 197 W7Z W7Z b a JANITOR 106 30 2301 W8 32 MECHANICAL 107 W4 IT/SERVER 1DS 108 10 W4 W4 1056 A b °e TRAINING ALIGN °e ROOM 105 Y F _(V F Fj W7ZPRINT OS PRINT131STATION A2.03 07 120A A2.03 STATION 130A 119 m 04 N HALLWAY HALLWAY 136 I 1.-T. 1'-7, 137 3-B' b 105C W4 I I I W4 105 PRIVATE STORAGE OFFICE 125 I Fi26 OPEN OFFICE 128 OPEN OFFICE 12 AA OPEN OFFICE 130 CONFERENCE - SMALL 131 PRIVATE OFFICE 132 CONFERENCE -MEDIUM A2.03 08 134 116 ----------- - — _----------- 134 02 7e III O III OPP 02 � A2.03 II 02 A2.04 A2.04 01 PRINTAdAIL 104 BATHROOM �]A�THROOM OPEN EXUNISEX O OFFICE N136 WB STORAGE W6 1h �_ 101 I 100 1008 LOBBY 1 1100 1 1 Q A4.03 1'-7' N -°-- -------------°-L------1------------------------®-------------------J -� - - - - BO -B _ _�31 TO A3.01 A3.00 [A4.3 O O 7 PRIVATE OFFICE 127 PRIVATE OFFICE 129 PRIVATE OFFICE 133 PRIVATE OFFICE 135 LEGEND O� NEW DOOR o NEW WALL o PARTIAL HEIGHT WALL OO WALL TAG KEYNOTES EG E m 2 I b 2 A2.00 I N I y I I I N 5. a — — — 14 '5.00 � I O ■ O 101 OWINDOW TAG ® DOOR TAG OGRID LINE IDENTIFICATION -NEW FLOOR DRAIN TIFOR Draft NONSTR CONSTRUCTION �l 06/29/2020 1:09:24 PM � a ALBANY, d `fry 6654 `. OF 12/31/2020 z ww K p p � UO w� �w �z U ¢M W O z f F_. V `- CE, SEE ELEVATIONS N ` c-1 / a d N Q!L TENANT WEYERHAUSER COMPANY SAMANTHA TURNER, SNR. REAL ESTATE MANAGER SAMANTHA.TURNER® WEYERHAEUSER.COM 208.539.4352 CONTRACTOR/OWNER WILDISH BUILDING CO. PO BOX 40310 EUGENE, OR 97404 MATT WYNNE, PROJECT ENGINEER MATTW®WILDISH.COM PH: 541485.1700 STRUCTURAL ENGINEER STABILITY ENGINEERING, INC. 777 NE 2ND ST SUITE 280 JAMES DINARDO, P.E. PH: 541.223.5360 JAMES®STABIUTYENGINEERS.CCM MEP CBD ENGINEERING 35468 RIVERSIDE DR. SW ALBANY, OREGON 97321 DAVID BACHMEIER, P.E. PH: 541.619.7287 BOHDROO®YAHOO.COM A COMMENTS o ro 08.04 LINE OF ROOF ABOVE o 22-02 PROVIDE POWER AND WATER UNES AS REQUIRED TO SODA DISPENSER STATION AND COFFEE SERV 2301 DEDICATED DUCTLESS SPLIT SYSTEM PER MEP; NOT TO BE INSTALLED ON WALL BEHIND RACK v 40.01 FROST PROOF HOSE BIB THIS LOCATION of W q J o ro LLI o W I N Q v l� LU at >� `Ll^ v) 2 Issue: ISSUE FOR PERMIT Date: 06/1512020 Revision: Date: PARTITION PLAN A1.01 C8 n 02 nTYP @ METAL n6 n5 A 11 I Dl TYP @ GABLESA3.00 l i l J4 \ 3 / n n I _ TYR IID SIDING \ / \ WEST A501 1/8" = 1'-0" 2ONORTH 1/8" = 1'-0" -.11,,.., TRIMS ' .,..,.,."..,.,,.... soy 4 118 _1--0 I draft NOT FOR EXTERIOR FINISH LEGEND CONSTRUCTION 06/29/2020 1:09:24 PM FIBER CEMENT BOARD AND BATTEN SEAMED METAL ROOF STONE VENEER FIBER CEMENT SHAKE SIDING OEXTERIOR FINISH TAG OF 12/31/2020 z Ul ww Kp UO w� f= w xZ U� LU Z 0_ L0 Fo _ > �` a�co �N _ / c O N \ \ Q Q V N Q 11 TENANT WEYERHAUSER COMPANY SAMANTHA TURNER, SNR. REAL ESTATE MANAGER SAMANTHA.TURNER® WEYERHAEUSER.COM 206.539.4352 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. 777 NE 2ND ST SUITE 280 JAMES DINARDO, P.E. PH: 541.223.5360 JAMES®STABILITYENGINEERS.COM MEP CBD ENGINEERING 35468 RIVERSIDE DR. SW ALBANY, OREGON 97321 DAVID SACHMEIER, P.E. 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PH: 541.223.5360 JAMES®STABILITYENGINEERS.COM MEP CBD ENGINEERING 35468 RIVERSIDE DR. SW ALBANY, OREGON 97321 DAVID SACHMEIER, P.E. PH: 541.619.7287 BOHDfTOO®YAHOO.COM L,I_ W 0 J O 0 c/) LL I W LL N Q f �"� v V_ Of Z ,lJ�, b LU N VJ 2 Issue: ISSUE FOR PERMIT Date: 06/15/2020 I Revision: Date: I EXTERIOR ELEVATIONS A2.00