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Home My WebLink AboutPlan, Tentative APPLICANT 3/25/2016. ....... .... . jW.1111'11117: xm� SITE PLANS 1-1.0 COVER SKEET L2.0 EXISTING CONDITIONS L3.0 SITE PLAN / PHASING PLAN L4.0 GRADING PLAN L5.0 LIGHTING PLAN L6.0 LANDSCAPE PLAN - WEST L7.0 LANDSCAPE PLAN - EAST L8.0 STORMWATER. PLAN L9.0 DETAILS L10.0 DETAILS L11.0 DETAILS L12.0 DETAILS CIVIL PLANS C0.0 GENERAL CIVIL INFORMATION C1.0 STORM DRAINAGE PLAN C2.0 UTILITY PLAN BUILDING PLANS A001 COVER SKEET A101 FIRST FLOOD PLAN A102 SECOND FLOOR PLAN A103 THIRD FLOOR PLAN A104 FOURTH FLOOR PLAN A105 PROTOTYPE ROOF PLAN A210 ELEVATIONS A211 ELEVATIONS PRO"'JEC"T DIRECTORY OWNER/APPLICANT ALKO HOSPITALITY 1857 FRANKLIN BLVD. EUGENE, OR 97403 (541) 342-4804 CONTACT: AL PATEL, Applicant alpatel9@gmaii.com z~a 2s -�... ., gta'f _ SCHIRMER SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS f, :. 375 WEST 4TH, SUITE 201 < 18th Ave EUGENE, OREGON 97401 • � r 4 86-4540 F 4 86 4577 (5 1 } 6 - FAX (5 1 } 6 - 4 Yy ,� \✓ CONTACT. RICK SATRE, AICD, ASLA, CSI ><a;�}s -� rick@schirmersatre.com r.ARCHITECTaa : ?2fjd Ave _ :225' �- ABBOTT ARCHITECTURE, LLC A 17311 135th AVENUE NE SUITE A450 WOODINVILE, WA 98072 � (206) 778-7008 CONTACT: MICHAEL ABBOTT, AIA h michael@abbo#t-architecture.com } CIVIL ENGINEER Pa -ow 1611; l� I�6 Pi ui RM eu," DCI ENGINEERS 707 W 2nd AVENUE SPOKANE, WA 99201 (509) 455-4448 CONTACT: MATT GIBB, P.E., LEED AP mgibb@dci-engineers.com GEOTECH ENGINEER EARTH ENGINEERS, INC. 4660 MAIN STREET, SUITE 100-1A SPRINGFIELD, OR 97478 (541) 393-6340 CONTACT: TROY HULL, P.E., G.E. SURVEYOR OLSON & MORRIS 386 Q STREET SPRINGFIELD, OR 97478 (541) 302-9790 CONTACT: JAY DONALDSON jay@olsonmorris.com + LANDSCAPE ARCHrrECTS -h 1. D Lu uj Co 0 N Le: m4f x a ---------------------- PROJECT SITE��j t I I CITY OF ;ri�t�;t> f i 14 1 1 'ZOttE x J\ EXISTING 35' WETLAND SETBACK. NOTE - SETBACK HAS BEEN REDUCED TO P . 35' AS PERMITTED BY SDC 43-115A2a BECAUSE STORMWATER TREATMENT REQUIREMENTS HAVE BEEN EXCEEDED BY ADDITION OF PARKING LOT INFILTRATION BASIN. ALL LIGHTING AND OTHER NEW IMPROVEMENTS EXCEPT EARTHWORK AND . LANDSCAPING SHALL BE LOCATED OF E '=* SETB CK . ... .... a, .. . ..... LIMITEDWATER UUALITY PROJECT SITE 1 LEGEND z } e 1 SSa 1'W. R.. xe4ar h».n} . john f of . Sjvivafrl8f;rr r:,a. HQwn. t rm�x-)}• -.IY— m, p—&<,wav�.nAyiwisx Ylm�w,me t<1av,t; : � 9t. Pfr.,Z4 rr Rt mrrraic7eifur :.1,owtltCSX•tl Otrrtay Rifxanpmdcs•-`� FaaCne> 'ht�w'rw�va-Qw•'nst><raivn: wv;t<:cgcr>) :F.oxC-�'+1+Zo�A Sa. f't R n�Fv i`w.t).iUa�r lbY Icier l,e,,.I•x:-Sp 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor a Site Assessment of Existing Conditions Plan prepared by an Oregon licensed Landscape Architect and based on a survey prepared by an Oregon licensed Surveyor. • Tree size and species identified by Oregon licensed Landscape Architect. 2. Vicinity Map • See Cover Sheet L1.0 for vicinity map. 3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, dearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. O See plan this sheet. 4. The name, location, dimensions, direction of flow and top 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. • See plan this sheet. 5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Leiter of Map Amendment or Letter of Map Revision, ® Project Site is located in Zone X: Areas determined to be outside 500 -year floodplain. 6. The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department. • Project site is not located within a Wellhead Protection Area therefore this criterion is non applicable. 7. Physical features including, but not limited to 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, ® See plan for location of all trees 5" or larger, riparian areas and wetlands. No rock outcroppings are located within the project site. ® SOILS ON SITE ARE CHEHALIS SILTY CLAY LOAM (62%) and NEWBERG-URBAN LAND COMPLEX (38%). 659 R2EXISTING T PUE ✓iValj141.a- p yA��gg,9t � EXISTING T PUE y I I ala�o:/:-� t" v I EXISTING = l - ?,V� r;�i' ��' r � CURB CUT TO 5 �. �� ( EXISTING 1 S . f 5.5 Jv lr RH r..l. I REMAIN t: , ate— F. /////////� //j GRAVEL ROAD EXISTING STREET LIGHT�� K . : ✓ ' (jyC ' ; t TO BE REMOVED TO BE RELOCATED IN 1 COORDINATION WITH ,, ✓ ',, C_ _1 �c:J,1 CITY ISS — ` ` r / t � �r ri. .. ._ -. .... ',` EXISTING EXISTING PEDESTRIAN mm t 4 i -t 1 t EXISTING MAINTENANCE ACCESS DRIVEWAY i • ., t � i '`, ` N . i RECONFIGURED. CROSSING WARNING �. 1 ROAD TO BE REC ,: , _-- "�-� TO REMAIN SIGN TO REMAIN `_" s EXISTING SEE SITE PLAN. HOTEL TO REMAIN __-- e 3 r I 11 l I: L l ;�r�n'r, i t/S( J 1 I i f - f i i I - pr ( 1,r; n f .®'® I _ // ''`\!'c� �:•; , i � {: � {} :EXISTING n-..- V I ii e i e I I GAZEBO TO - r / REMAIN I i i \ OUTSIDE TH 5 A EXISTING WETLAND BOUNDARY i e® EXISTING a- 1 I. `. It a PARKING LOT CRA 1 r. rZ,:A✓ .-- �y. e ...... j' 3.,> ..: AND SITE \ I , L 2 -... I i Z; j I i FEATURES ON /�' �� t_7 O f TAX Lor 70 q g - 0 1 1. s EXISTING niREMAIN111 3�� 1 �, n TO �. 500 , .. \\ J. i 10' x 25' R.O.W. EXISTIN ---:: i c 7 n � , . R \• UNDE GROUND 7 0 1 :1 f: 0 C }} AC ESS I I NT EASEME :f r _.._. � -- -- �' 'ice PAqFMFNTI, : :- z } e 1 EXISTING TREE TO REMAIN W a>w= dot-tir- V < 4 L\ f_ �a.00 as w a: Ciao 04. EXISTING TREE TO BE REMOVED O¢v= r ZdVaO'M ®• ®� • PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) ------- ------- ------ ------ ------ EXISTENG EASEMENT LINE ..................... .................. EXISTING CENTER LINE ----------------- ---- --- ------------------ EXISTING RIGHT-OF-WAY ------------------ _z^ EXISTING CURB ........ ............... ......... EXISTING TELEPHONE LINE --- EXISTING STORM DRAIN LINE _... :.--------- : ; ..___.__. EXISTING STORM SEWER UNE $1 ing EXISTING OVERHEAD ELECTRIC LINE U) to UJ i EXISTING UNDERGROUND ELECTRIC LINE _... .............. :; .-.__.-_ EXISTING GAS UNE ......... EXISTING WATER LINE EXISTING CONTOUR LINE I�•e• EXISTING UTILITY POLE __.., EXISTING UTILITY VAULT - EXISTING TRANSFORMER EXISTING PRIVATE STREET LIGHT EXISTING STREET LIGHT EXISTING GAS VALVE EXISTING WATER VALVE EXISTING CLEAN OUT RIPMDASURE EXISTING ELECTRIC TRANSFORMER EXISTING AREA DRAIN EXISTING WATER VALVE EXISTING SIGN UJI EXISTING FIRE HYDRANT 659 R2EXISTING T PUE ✓iValj141.a- p yA��gg,9t � EXISTING T PUE y I I ala�o:/:-� t" v I EXISTING = l - ?,V� r;�i' ��' r � CURB CUT TO 5 �. �� ( EXISTING 1 S . f 5.5 Jv lr RH r..l. I REMAIN t: , ate— F. /////////� //j GRAVEL ROAD EXISTING STREET LIGHT�� K . : ✓ ' (jyC ' ; t TO BE REMOVED TO BE RELOCATED IN 1 COORDINATION WITH ,, ✓ ',, C_ _1 �c:J,1 CITY ISS — ` ` r / t � �r ri. .. ._ -. .... ',` EXISTING EXISTING PEDESTRIAN mm t 4 i -t 1 t EXISTING MAINTENANCE ACCESS DRIVEWAY i • ., t � i '`, ` N . i RECONFIGURED. CROSSING WARNING �. 1 ROAD TO BE REC ,: , _-- "�-� TO REMAIN SIGN TO REMAIN `_" s EXISTING SEE SITE PLAN. HOTEL TO REMAIN __-- e 3 r I 11 l I: L l ;�r�n'r, i t/S( J 1 I i f - f i i I - pr ( 1,r; n f .®'® I _ // ''`\!'c� �:•; , i � {: � {} :EXISTING n-..- V I ii e i e I I GAZEBO TO - r / REMAIN I i i \ OUTSIDE TH 5 A EXISTING WETLAND BOUNDARY i e® EXISTING a- 1 I. `. It a PARKING LOT CRA 1 r. rZ,:A✓ .-- �y. e ...... j' 3.,> ..: AND SITE \ I , L 2 -... I i Z; j I i FEATURES ON /�' �� t_7 O f TAX Lor 70 q g - 0 1 1. s EXISTING niREMAIN111 3�� 1 �, n TO �. 500 , .. \\ J. i 10' x 25' R.O.W. EXISTIN ---:: i c 7 n � , . R \• UNDE GROUND 7 0 1 :1 f: 0 C }} AC ESS I I NT EASEME :f r _.._. � -- -- �' 'ice PAqFMFNTI, : :- ENWOOD -OUGH - EXISTING EASEMENT AREA FOR INGRESS AND EGRESS TO CITY OF SPRINGFIELD z 0 W a>w= dot-tir- V < 4 �a.00 as w a: Ciao 04. O¢v= r ZdVaO'M � oaWZZm z 00 O 'I"' LULU S U w ¢ x CD wai�=oma G O w S OR LL. z4'p°-p� V z Z Z4l IV CD N U Q H waa=w $1 ing Z u+ � N w Q 2 U) to UJ i aIX: scow o E Q" arYiiZ�g LL/ J Z N w J baa q�pp -am>< Zh U3 U,, m I�•e• w —a — a' J-- — 4 Lo rLLx��o� td3 M � 4Viv°'•saQ RIPMDASURE dft- ENWOOD -OUGH - EXISTING EASEMENT AREA FOR INGRESS AND EGRESS TO CITY OF SPRINGFIELD 0 MEN= drm low Ila 19 �a UJ UJI LANA ENWOOD -OUGH - EXISTING EASEMENT AREA FOR INGRESS AND EGRESS TO CITY OF SPRINGFIELD K 75 PHASING PLAN CONSTRUCTION NOTES TSITE COVERAGE LEGEND AX LOT 100 AND 200: 1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS. LANDSCAPE AREA 18,727 S.F. 32% 2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY OLSON & MORRIS, 386 Q EXISTING IMPERVIOUS 3,000 S.F. 5% PROPERTY LINE (SUBJECT PROPERTY) STREET, SPRINGFIELD, OREGON 97478, (541) 302-9790. SURFACE TO REMAIN PROPOSED PARKING LOT LIGHT NEW IMPERVIOUS SURFACE 37,079 S.F. 63% (a KEY: 3. NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK TOTAL SITE AREA 58,806 S.F. (1.35 ACRES) 100% F-1 PRIOR TO EXECUTION OF ANY WORK. 1 -�s J EXISTING PARKING LOT LIGHT TO REMAIN ImPHASE 1 (2016-2017): 4. OWNERTAX LOT 500: S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE r ---------- I BUILDING OVERHANG HOTEL, PARKING AND ASSOCIATED SITE REVIEWS. LANDSCAPE AREA 22,274 S.F. 34% IMPROVEMENTS ON TAX LOTS 100 AND 200.IMPERVIOUS SURFACE 44,373 S.F. 660/6 EXISTING PARKING LOT LIGHT TO BE PARKING AND ASSOCIATED IMPROVEMENTS 5. THERE SHALL BE REQUIRED REVIEWS BY OWNERS REPRESENTATIVE PRIOR TO TOTAL SITE AREA 66,647 S.F. (1.53 ACRES) 100% RELOCATED ON SOUTHERN PORTION OF TAX LOT 500. EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR TO POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. TOTAL DEVELOPMENT SITE (TAX LOTS 100.200 & 500) D 0 0 a PROPOSED 4' WROUGHT IRON FENCE RELOCATED MAINTENANCE ROAD ON R.O.W. LANDSCAPE AREA 41,001 S.F. 33% NORTH OF TAX LOT 100 AND 200. 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. EXISTING IMPERVIOUS 3,000 S.F. 2% PROPOSED LIGHTED BOLLARD PHASE 2 (2017-2018): 7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION SURFACE TO REMAIN BUILDING AND ASSOCIATED IMPROVEMENTS METHODS. NEW IMPERVIOUS SURFACE 81,452 S.F. 65% BIKE PARKING ------7 0 PROPOSED STREET TREE ON NORTHERN PORTION OF TAX LOT 500 TO PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE TOTAL SITE AREA 125,253 S.F. (2.88 ACRES) 100% L7 0 OCCUR 2 YEARS FOLLOWING APPROVAL OF SLABS MEET WALLS OR OTHER STRUCTURES. FINAL SITE REVIEW. 9. PROVIDE CONSTRUCTION JOINTS (CJI) BETWEEN ALL POURS. 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ). PARKING SUMMARY 0 BENCH/TRASH L7 0 L7.0 10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. - - - - - -- EXISTING DEVELOPMENT TO REMAIN ON EXISTING STREET TREE TO - - - - - - - PLANT BED TAX LOT 100 AND 700. ------- ----- N\ 1 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED VEHICLE PARKING: REMAIN PB --- ------- PHASE ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS LIMITS, AND SHALL BE AT 90 OTHERWISE INDICATED. TAX LOT 100 AND 200: --------- 12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. 11 STANDARD PARKING SPACES WHEEL STOP ---------------- 2 EXTENDED SPACES FOR RECREATION VEHICLES EXISTING TREE TO REMAIN 34 COMPACT PARKING SPACES -7 4 ADA PARKING SPACES 0 VISION CLEARANCE AREA --- 2 MOTORCYCLE PARKING SPACES - ----------- ------ TAX LOT 70 51 VEHICLE PARKING SPACES AND 2 MOTORCYCLE PARKING SPACES 0 EXISTING STANDARD PARKING SPACE (9'X18') -00 INFILTRATION RAIN GARDEN 00"0 "'0000 TAX LOT 500: 0�00000 000 TO REMAIN- 35 STANDARD PARKING SPACES INCLUDES WHEEL STOP TO MEET 0000 00 2 EXTENDED STANDARD PARKING SPACES FOR RECREATIONAL VEHICLES REQUIREMENTS OF SDC 4.6-115 AND 000- -------------------- P 31 COMPACT PARKING SPACES 4.6-120. 0-000-000--- 0.0-0-0 °°°°°°°°°°°° . -. 00 -0--0-- --0----0 ---- 4 ADA PARKING SPACES COMPACT PARKING SPACE (8'X16) 72 PARKING SPACES INCLUDES WHEEL STOP TO MEET VEGETATED SWALE REQUIREMENTS OF SDC 4.6-115 C PHAS BIKE PARKING: ADN 4.6-120. ----------- --------------- TAX LOT 100 AND 200: ADA PARKING SPACE (9'X18') EXISTING WETLAND BOUNDARY ------ - -------------- 4SHORT M SPACES INCLUDES WHEEL STOP TO MEET EXISTING 35' WETLAND' SETBACK 4 LONG TERM SPACES PROVIDED WITHIN BUILDING REQUIREMENTS OF SDC 4.6-115 --- --- 8TOTAL. SPACES AND 4.6-120. EXISTING WETLAND BOUNDARY TO REMAIN TAX LOT 500: EXTENDED PARKING FOR LARGE EXISTING 35' WETLAND SETBACK TO REMAIN 8 SHORT TERM SPACES VEHICLES (9 x24') 4 LONG TERM SPACES PROVIDED WITHIN BUILDING PROPOSED WETLAND BOUNDARY 12 TOTAL SPACES MOTORCYCLE PARKING (4'x9') PROPOSED 35' WETLAND SETBACK alk &�e4 L9A L9.0 6' BENCH TRASH (TYP.) V R.O.W. DEDICATION (2) STAPLE STYLE BIKE RACKS PROVIDING (4) BIKE PARKING SPACES PB RELOCATED FIRE HYDRANTEXISTING T PUE EXISTING RECENTLY INSTALLED EXISTING CURB "P TO REMAIN MID -BLOCK PEDESTRIAN CROSSING SIGN AS PERF CHISE AND FIXTURES TO REMAIN AGREEMENT EXISTING SIDEWALK TO REMAIN PB PB l RELOCATED PARKING LOT LIGHT 31 PB PB BUS SERVICE (SEE SHEET 1-11.0 FOR MAP) EXISTING 'p- + 0 NEW WATER SUPPLY EMX OUTBOUND: 2'PUE FACILITIES 11TCosa 0 GLENWOOD STATION - 3579 FRANKLIN BLVD. + '-5" L OZ (P EMX INBOUND: 08 GLENWOOD STATIONTAX LOT 500 3400 BLOCK, FRANKLIN BLVD. -C - - FUTURE BUILDING I THE NEAREST CROSS STREETS FROM EACH MIN. 10,000 SF FOOTPRINT SIDE OF THIS APPROACH ARE MORE THEN (12,725 SF SHOWN) 500' FROM THE CENTERLINE HOTEL +/- 12,725 SF FOOTPRINT PORTE-COGFIEROBUILUWG ENTRANCE EXT + EXISTING TURNING MOVEMENTS: 4 STORIES 80 ROOMS +/- 50'HEIGHT 72 PARKING SPACES 0 PAVING - TURE/COLOR CONCRETE 4, WITH DETEbTABLE WARNING FULL ACCESS. + OR LEFT IN / RIGHT IN PB HOTEURETAIL: 12,725 SF FOOTPRINT M-0* MIX OF 3 AND 5 STORIES +/- 5,000 SF RETAIL +/- 80 ROOMS LEFT OUT /RIGHT OUT INFILTRAT16N RAIN GARDEN - NORTH 4 4 60' HEIGHT 72 PARKING SPACES EXISTING STREET LIGHT TO BE 4 : w OR M A �;� I 'A'' LONG TER) BICYCLE PARKING MIX OF 3 AND 6 STORIES 6,000 SF RETAIL (4) SPACES MINIMUM CANDLEWOOD SUITES I +/-AnAPARTM1=NT.q +/- An' Wr-111.WT 79PARKlNr-qPArF.q RELOCATED IN COORDINATION 4 MULTI-FAMILY/RETAIL: IN LOCKABLE ROOM WITH CITY. IAN= EXISTING EXISTING PEDESTRIAN ri TAX LOT 700 L: +/- 12,725 SF FOOTPRINT LONG TERM BICYCLE PARKING IN LOCKABLE ROOM (4) SPACES MINIMUM PROPOSED 35' WETLAND SETBACK NOTE - SETBACK HAS BEEN REDUCED TO 36 AS PERMITTED BY SDC 4.3-115(A)(2)(a). BECAUSE STORMWATER TREATMENT REQUIREMENTS HAVE BEEN EXCEEDED BY ADDITION OF PARKING LOT INFILTRATION BASIN. ALL LIGHTING AND OTHER NEW IMPROVEMENTS EXCEPT EARTHWORK AND LANDSCAPING SHALL BE LOCATED OUTSIDE OF THE 35' SETBACK. PROPOSED WETLAND BOUNDARY ;iA Z- I I 0 0 Na 0 0 PB C MODIFIED AS M Au�� --SHOWN- PUBLIC ACROSSJPARKING LOT TO VEGETATED 0; UTILITY EASEMENT T SWALE �T SOUTH END OF TAX LOT 500. P13 C I C � C c C 1C C C C C C C C C T r C C I TRASH ENCLf)SURE If if RV RV PB 0 12' x14'WITHGATES, COVER AND DRAIN PB C 12 WHEEL STOP W/ 4�- C i - - - - - - - - - - a C0 WHEELSTO 9 ETE STRIP COM 0 (TYP.) K r OR -OVERHANG-FROM-W 0 MPER STO C I q m I C-1- Al -0-111 EDGE 01 T w qp C.7 IN VEGETATED SWALE. R VIDE 1'0 n 'x- De-CONCRETE-STRFP-FLUSH ITH PB R4 /PB, .00' ASPHALT. WHEEL STOP TO BE 0 ERLY t SECURED TO CONCRETE. FSC I.-- (S 0 EXISTING EASEMENT C 8�rl& t C AREA FOR INGRESS C TAX LOT 1DO TAX LOT 200 AND EGRESS TO CITY C PACES > 090 OF SPRINGFIELD VEGETATED SWALE - WEST' 7- 1- 1 \\ \\ V.% co / 7 SMCE SIX161 ma "-OAL-8-0)• 3:1 SIDE SLOPES MAXIMUM. C 8 SPACES S (M 9�Al 8' C') I r2-'�I L8.0� C 4 VEGETATED S • DEPTH OF SWALE: 12". @ 8'x16' L6.0 :1 C C) 3:1 SIDES • FLAT BOTTOM WIDTH: 2'MIN.• • RAWIRMILA 41- C-'QAWjK1f-'&AV:f'U"hA ng: C n,- DEPTH OF S IMPORTED TOPSOIL OR AMENDED NATIVE -.Wft . . C C PB 0 FLAT BOTTOM WIDTH: PB C C C go C C a 14NIMLLUAW-QUOWING UM F SOIL. '00- L. ---- - sw"3�-'S' AmPoRTEDTOPSOIL omm G)Eu4_ATiyE • VEGETATION TO MEET STORMWATER -.- •. . -.- - - - * -741 MANAGEMENT MANUAL STANDARDS. • OVERFLOW AT APPROVED DISCHARGE POINT.RO.RTE-COCHEREIBUILDING ENTRANC 11 13 X 0 Li1.0 PAVIRM--TF,MRE/COLOR CONCRETE EXISTING WETLAND BOUNDARY TO REMAINL11WITH DETECl-AS.FWARNING EXISTING 35' WETLAND SETBACK TO REMAIN A_: -7- SOIL. EB'4121- W 179 38'EXISTING 14' SANITARIY ,zssor SEAR�NG VEGETATION TO MEET STORMWATER EXISTING TRASH • MANAGEMENT MANUAL STANDARDS. SEWER EASEMENT OVERFLOW AT APPROVED DISCHARGED ENCLOSURE TO REMAIN POINT. EXISTING STORAGE BUILDING TO REMAIN LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION fh 3.22.2016 LANDSCAPE ARCHITECTS + Lu Lu tr 0 cc C W ce a, Lu oul 3- q: wo CL 0 0 Tu 'T =< 5: '0 er O ti L 0 m UZ, C' = 2 w r=0 <- � . Q0 00 NZ -i '3i2w<8mM 0 'M-L!%av� co >- ILI x UJ LL 0:2 w - cc 0- '8MBE, 'r- 10 E C'q CD 0 v -1- u - W -<M -6m lffiw if W 1 = um, 4) 1 'wu - 0 'S ca ILI 00 CZL, iG E IWO z w K t w'.:5Lu<Z= ow, 0- E �i W x m M<,o-1 WLULUtr -W !w 0 '0 0 w Lc I-- ZE .c co 0 -:) a: 551--LLOmo M IL = Lu 0 CL 05 co w 0 P 8 RIO, AT RE E--4 ON 4,N, z 0 Z CD (0) U) uj > CL ImJ 06 Z . zzQ j � eV Z (L w ui LL LL, M Scale: 11 39 - 01 0 15 30 60 Revisions # Date Description co o (D cc E 9 .0 CD (A CL 10 IQ IQ IL L3mO z 4 GRADING NOTES 1. VERIFY EXISTING ELEVATIONS WHERE NEW WORK ABUTS EXISTING TO REMAIN. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION. 2. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY GENERAL CONTRACTOR. 3. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 4. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM INSIDE FACE OF NEW IMPROVEMENT, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS STRUCTURES, CURBS, WALKS OR PAVEMENT. 5. LANDSCAPE ARCHITECT WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. 6. SEE SHEET L3.0 FOR ADDITIONAL NOTES. 439.42 TC 439.61 MA 6(-99.40 439.05 MA 439.16 - PROPERTY LINE (SUBJECT PROPERTY) BUILDING OVERHANG EXISTING TREE TO REMAIN PROPOSED GRADE - WHERE ADJACENT TO CURB, TOP OF CURB IS 6" HIGHER UNLESS INDICATED OTHERWISE. DIRECTION OF DRAINAGE GRADE BREAK EXISTING CONTOUR LINE PROPOSED 1' CONTOUR LINE PROPOSED 5' CONTOUR LINE 439.20 TC 438.90 MATCHNERIFY TC SAME 439.36 BC 439.66 439.96 TC SAME BC�\ 439.18.18 ') a 1Sl1NG� g1D�W S,DEwpLK 439.56 BC 438.54 MATCHNERIFY f1 + ( 439.56 44/0. / AD 439.25 439.47 / / / { 439.33 -440- t BC 438.69 MATCHNERIFY\ 439.80 FFE 440.60 440.2 l I ;�I 1 { � � NO INFILTRATION RAIN GARDEN -NORTH L8.0 440.5 , / ADJUST RIM ELEVATION OF ALL;j / h 1 --- EXISTING UTILITY VAULTS TO _ / // { I 439.80 FLUSH WITH NEW FINISH GRADE.- / ;{ 1 440.15 -- ✓ / / ,- - ' , / / FFE 440.20 {, s i + s' / ✓ / } �r i �/ / , { {� I 440.56 0.56 TC 439.73 MATCHNERIFY i f 440.22 440.22 �, 0 �3 ( I i TC 440.05 MATCHNERIFY '� / /¢ 1� / �' - r38 ' ' BC 439.23 MATCHNERIFY . �y / 440.06 MATCHNERIFY / { 440.36 I j N 440.36 - _ _ BC 439.55 MATCHNERIFY I / / / / a - t TC 440.12 MATCHNERIFY /o - 1 - ��f BC 439.62 MATCHNERIFY TC SAME 43 / f �� - ; ®� ( _ _ i ? 4� !1 i�{i { { �' BC 440.01 / j s ' % I _� r 440 TC 439.94 MATCHNERIFY� l BC 439.80 MATCHNERIFY 5 SHOULDER AT TOP OF s / - ' a �6 , "' TC 439.65 MATCHNERIFY 113 ?` BC 439.94 MATCHNERIF ( ....... TC 440.22 FILL SLOPE. _- \ I I, ' I ,,. - t- 1 B 439.72 TC SAME I BC 439.15 MATCHNERIFY - r- I TC 440.22 \ TC SAME ( TC 439.86 BC 440.09 { ...----- ' .---- r -- l \ BC 439.72 5' TO 10' SHOULDER �-•- --- -- \ _ t / 1 BC 439.36439.90 _ 435 -�` ` �_ i / TC 439.86 �\� BC SAME ---- AT BOTTOM OF FILL g 'r"' � i I TC 439.86 TC 439.86 B 439.36 � TC SAME `::` j 439.3 39.36 �� .z'r / �' i fi/ - SLOPE. - ' _ -- - 439.45 - r '"' - as ' 43��-�' '�� c? TC 439.35 TC 439.59 TC 439.44 ( BC 440.16 's ✓i e `r� �'�- -r" / f \ b BC 438.85 W - 43� - BC 439.09 4 438.94 438.94 TC 439.59 j '' 4 8. t • YQI BC 440.06 MATCHNERi FY J V ( 440 i 435 �i TC 439.21, TC 439.44 -- -------___ -•- ____ ---- 1- , � ?°, • � BC 438.71 � • � � I 3 { � I �r 435- _ 439.39 Ij - S ��! i TC 440.01 TC 43 -438-- � 1-1 BC 438 L8.0 54 ' _ - INFILTRATION RAIN GARDEN - SOUTH { { TC 439.86 �' ' /J , / • i --438 434 BC 439.36 # • _ ___{J PC Copy 'typ210-C00kq 5i�'Pi 1�1Q.Y1 i�V1Et,J A'l(le5v� r��l r�- PROPOSED DOUBLE CHAMBER SAND 1 1 COLLECTOR CATCH BASIN WITH OUTLET TO r ' �i VEGETATED SWALE ig= PROPOSED FLOW DISPERSAL SPILLWAY \ / 12" THICK RIPRAP 439.20 TC 438.90 MATCHNERIFY TC SAME 439.36 BC 439.66 439.96 TC SAME BC�\ 439.18.18 ') a 1Sl1NG� g1D�W S,DEwpLK 439.56 BC 438.54 MATCHNERIFY f1 + ( 439.56 44/0. / AD 439.25 439.47 / / / { 439.33 -440- t BC 438.69 MATCHNERIFY\ 439.80 FFE 440.60 440.2 l I ;�I 1 { � � NO INFILTRATION RAIN GARDEN -NORTH L8.0 440.5 , / ADJUST RIM ELEVATION OF ALL;j / h 1 --- EXISTING UTILITY VAULTS TO _ / // { I 439.80 FLUSH WITH NEW FINISH GRADE.- / ;{ 1 440.15 -- ✓ / / ,- - ' , / / FFE 440.20 {, s i + s' / ✓ / } �r i �/ / , { {� I 440.56 0.56 TC 439.73 MATCHNERIFY i f 440.22 440.22 �, 0 �3 ( I i TC 440.05 MATCHNERIFY '� / /¢ 1� / �' - r38 ' ' BC 439.23 MATCHNERIFY . �y / 440.06 MATCHNERIFY / { 440.36 I j N 440.36 - _ _ BC 439.55 MATCHNERIFY I / / / / a - t TC 440.12 MATCHNERIFY /o - 1 - ��f BC 439.62 MATCHNERIFY TC SAME 43 / f �� - ; ®� ( _ _ i ? 4� !1 i�{i { { �' BC 440.01 / j s ' % I _� r 440 TC 439.94 MATCHNERIFY� l BC 439.80 MATCHNERIFY 5 SHOULDER AT TOP OF s / - ' a �6 , "' TC 439.65 MATCHNERIFY 113 ?` BC 439.94 MATCHNERIF ( ....... TC 440.22 FILL SLOPE. _- \ I I, ' I ,,. - t- 1 B 439.72 TC SAME I BC 439.15 MATCHNERIFY - r- I TC 440.22 \ TC SAME ( TC 439.86 BC 440.09 { ...----- ' .---- r -- l \ BC 439.72 5' TO 10' SHOULDER �-•- --- -- \ _ t / 1 BC 439.36439.90 _ 435 -�` ` �_ i / TC 439.86 �\� BC SAME ---- AT BOTTOM OF FILL g 'r"' � i I TC 439.86 TC 439.86 B 439.36 � TC SAME `::` j 439.3 39.36 �� .z'r / �' i fi/ - SLOPE. - ' _ -- - 439.45 - r '"' - as ' 43��-�' '�� c? TC 439.35 TC 439.59 TC 439.44 ( BC 440.16 's ✓i e `r� �'�- -r" / f \ b BC 438.85 W - 43� - BC 439.09 4 438.94 438.94 TC 439.59 j '' 4 8. t • YQI BC 440.06 MATCHNERi FY J V ( 440 i 435 �i TC 439.21, TC 439.44 -- -------___ -•- ____ ---- 1- , � ?°, • � BC 438.71 � • � � I 3 { � I �r 435- _ 439.39 Ij - S ��! i TC 440.01 TC 43 -438-- � 1-1 BC 438 L8.0 54 ' _ - INFILTRATION RAIN GARDEN - SOUTH { { TC 439.86 �' ' /J , / • i --438 434 BC 439.36 # • _ ___{J PC Copy 'typ210-C00kq 5i�'Pi 1�1Q.Y1 i�V1Et,J A'l(le5v� r��l r�- t I BC 439.51 1 BC 440.49 MATCHNERIFY TC 39.78 5 / / TC 439 - = --- - f BC 439 28 ,rsj 49 -a- - TC 438 33 MATCHNERIFY TC 438 99 ' / `' TC SAME / TC 439.62 J BC 439.12' TC 438.73 / / BC 438.23 32 , / TC 438.55 BC 438.05 f - / CB 435.65 TC 437.15� % TC 439.83 .rte •' t t / jBCJ 436.65 BC 439.33 r42Q� � s TC 437.35 f � • /� v , BC 436.85 / `�� TC 4 BC 438 82 VEGETATED SWALE - WEST - L8.0 FLOW DISPERSAL SPILLWAY. (1) INLET AND (1) OUTLET. 12" THICK RIPRAP (TYP.) J r� X39BC 438.991 I { 438.76 438.76 FFE 440.00 TC 439.75 �'� -�- _ -437 -BC 437.83 MATCHNERIFY TC 437.77 BC 438.49 TC 4BC 39:04 BC 440.59 TC SAME C 439.04 TC SAME / BC 439.25 BC 437.27 g .6 / • e� 43� � TC 437.65 MATCHNERIFY I _� � 1 TC 438.81 C 438.54 SS BC 440.83 - TC 439.73- - _ BC 437.15 MATCHNERIFY C 438-''41 � I BC 439.23 �. TC 437.50 / - _ _ _ _ _ TC , - BC 437.00 ! �� 438.29 I BC 440.73 MATCHNERIFY / BC 437.79-}^ -� b _� i 1 r CB 437.32 438.19 FFE� I TC 440.23 I 1 i I IST IN 3 AREA D> C C C C �v C C C i -% 43�r 432.00 438.60 /I ADJUST RIM TO 436.80 _� - _ / BC 439.73 e • � � „` ADJUST RIM I _ � ---- � TC 438.60 TC 440.45 • - - I BC 439.95 -- TC 439.83 4,35--- -- BC 438.10 I BC SAME TC 438.13 ~` f / ` 4?4- - -- -- - _. �__ _____ _ 432.00 I TC 440.10 I �BC 437.63 -ro _; �_ a_ CB 437.50 TC 440.82 i 1 -=� { 1 - TC 438.29 BC 440.32 I • <�� / TC 39.85 0 _ / ��LR-r--439.35 _ -435-- 433\ BC 437.78 • 445 I / �- TC 438.45 TC 441.45 \ i BC 440.95 TC 438.22 f - 3 �4 2- _ - 4-4.32 J ' BC 437.95 �t TC 442.00 MATCHNERi C �! TC 439.57 ✓ / BC 437.72 �i'r BC 439.07 ___ _ • 1 \ BG 438.40 , � BC 441.50 MATCHNERI YF� TC 439.83 / i 20�� -4i DOUBLE E CHAMBER { I BC 439.33 TC 439.10 G 441 5 TC 442.60 TC 439.48 / BC 438.60 f i BASIN (T COLLECTOR CATCH i { • � \� � t � BC 442.10 TC 439.83 / j 1 1 \ C 441.0 BC 438.98 / / h J B 439.33 j ( TG 438.47 MATCHNERIFY � 2 VEGETATED SWALE -EAST ` \ C 442 3 TC 442.61 MATCHNERIFY f TC 439.94 MATCHNERIFY' BC 438.00 MATCHNERIFY �O / ��• r� 1-8.0 C 439.44 MATCH • BC 412.11 MATCHNERIFY BNERIFY TC 438.43 MATCHNERIFY O i 1 � C 441.7 / TC 440.15 BC 437.93 MATCHNERIFY / / BC 439.65 _ _ 1 ga \A I TC 440.34 ^` BC 439.84 N o o it �' ' �j ,�% � / ..... • '°""'" � .""• • � 1 � \\ � ` 1 I _____ • �. . . ..oma. • . r . . e • • """' • .w.. -, J • 'i. `•`��,\� � 439---- b //j� f J • \"^'T\ 00 TC 440.34// sr v • TCC2 50 BC 439:84 - - J ' -' -- 437= a " •""Rj��:3�Si6Lf: LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 3.22.2016 -I- LANDSCAPE ARCHITECTSSCHIt 1 1 EX. MANHOLE RIM ADJUST TO NEW GRADE EX. CLEANOUT RIM ADJUST TO NEW GRffADE r ' �i "_T::� ig= \ / n w w Io0oa t I BC 439.51 1 BC 440.49 MATCHNERIFY TC 39.78 5 / / TC 439 - = --- - f BC 439 28 ,rsj 49 -a- - TC 438 33 MATCHNERIFY TC 438 99 ' / `' TC SAME / TC 439.62 J BC 439.12' TC 438.73 / / BC 438.23 32 , / TC 438.55 BC 438.05 f - / CB 435.65 TC 437.15� % TC 439.83 .rte •' t t / jBCJ 436.65 BC 439.33 r42Q� � s TC 437.35 f � • /� v , BC 436.85 / `�� TC 4 BC 438 82 VEGETATED SWALE - WEST - L8.0 FLOW DISPERSAL SPILLWAY. (1) INLET AND (1) OUTLET. 12" THICK RIPRAP (TYP.) J r� X39BC 438.991 I { 438.76 438.76 FFE 440.00 TC 439.75 �'� -�- _ -437 -BC 437.83 MATCHNERIFY TC 437.77 BC 438.49 TC 4BC 39:04 BC 440.59 TC SAME C 439.04 TC SAME / BC 439.25 BC 437.27 g .6 / • e� 43� � TC 437.65 MATCHNERIFY I _� � 1 TC 438.81 C 438.54 SS BC 440.83 - TC 439.73- - _ BC 437.15 MATCHNERIFY C 438-''41 � I BC 439.23 �. TC 437.50 / - _ _ _ _ _ TC , - BC 437.00 ! �� 438.29 I BC 440.73 MATCHNERIFY / BC 437.79-}^ -� b _� i 1 r CB 437.32 438.19 FFE� I TC 440.23 I 1 i I IST IN 3 AREA D> C C C C �v C C C i -% 43�r 432.00 438.60 /I ADJUST RIM TO 436.80 _� - _ / BC 439.73 e • � � „` ADJUST RIM I _ � ---- � TC 438.60 TC 440.45 • - - I BC 439.95 -- TC 439.83 4,35--- -- BC 438.10 I BC SAME TC 438.13 ~` f / ` 4?4- - -- -- - _. �__ _____ _ 432.00 I TC 440.10 I �BC 437.63 -ro _; �_ a_ CB 437.50 TC 440.82 i 1 -=� { 1 - TC 438.29 BC 440.32 I • <�� / TC 39.85 0 _ / ��LR-r--439.35 _ -435-- 433\ BC 437.78 • 445 I / �- TC 438.45 TC 441.45 \ i BC 440.95 TC 438.22 f - 3 �4 2- _ - 4-4.32 J ' BC 437.95 �t TC 442.00 MATCHNERi C �! TC 439.57 ✓ / BC 437.72 �i'r BC 439.07 ___ _ • 1 \ BG 438.40 , � BC 441.50 MATCHNERI YF� TC 439.83 / i 20�� -4i DOUBLE E CHAMBER { I BC 439.33 TC 439.10 G 441 5 TC 442.60 TC 439.48 / BC 438.60 f i BASIN (T COLLECTOR CATCH i { • � \� � t � BC 442.10 TC 439.83 / j 1 1 \ C 441.0 BC 438.98 / / h J B 439.33 j ( TG 438.47 MATCHNERIFY � 2 VEGETATED SWALE -EAST ` \ C 442 3 TC 442.61 MATCHNERIFY f TC 439.94 MATCHNERIFY' BC 438.00 MATCHNERIFY �O / ��• r� 1-8.0 C 439.44 MATCH • BC 412.11 MATCHNERIFY BNERIFY TC 438.43 MATCHNERIFY O i 1 � C 441.7 / TC 440.15 BC 437.93 MATCHNERIFY / / BC 439.65 _ _ 1 ga \A I TC 440.34 ^` BC 439.84 N o o it �' ' �j ,�% � / ..... • '°""'" � .""• • � 1 � \\ � ` 1 I _____ • �. . . ..oma. • . r . . e • • """' • .w.. -, J • 'i. `•`��,\� � 439---- b //j� f J • \"^'T\ 00 TC 440.34// sr v • TCC2 50 BC 439:84 - - J ' -' -- 437= a " •""Rj��:3�Si6Lf: LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 3.22.2016 -I- LANDSCAPE ARCHITECTSSCHIt 1 1 r ' �i S A T ig= z n w w Io0oa Wao��a zwcwat=-=ff 'aAf? d ti z z w <zr-m t!? '2 �.t9w� O W> awvw� t:O pZw W ar X azr'-N�� 00 vuj w www UJ co %- u- T - o�w ¢zvaoZW� N N Z W N Q N V wwit _T 5 }N, at7 Q} z w g 05 Co W co ..+ j � lilJZl--w J 0-:z CO V c6 X: N LO 0 W - fx' M:5 f2 0 8 RI ATRE E-1 ON 0 t� ui Z .�. Q vd j J W ad 0. z z ZJ Z az ® W U. T' LCL. M N Scale: 1 =39-0• 0 15 30 60 Revisions # Date Description o N � �,r co coo z m v m n cc CL c` i a L4mO wwwommill rl D w Q w Cn N 0. 0 try, 0 J 00 / / / •+-j ff m / I c• c e c c c c c c c c c cEcicc c c c Grk I/ t4. w sem-- � __._._ _. • • �r,�,r • Rc C)PN �YP�+to-�oo�q yi�e Plan ReUPcJ p-(pesh Pclki Pq 5,f- 12-- 0 2 LEGEND AA PARKING LOT LIGHTING. 1 LOCATED @ WETLAND SETBACK AREA. 1 4 6 TYPE 4 AREA LED, 12'-0" POLE. L10.0 1-10.0 L10.0 z 0 (PHILIPS GARDCO ECOFORM AREA LED ECF). Lu w �R'U�rr NOTE: CENTER OF POLE TO BE LOCATED 30" FROM way EDGE OF ADJACENT PAVING OR BACK OF CURB. BB PARKING LOT LIGHTING. wzio TYPE 4 AREA LED, 20'-0" POLE. 1 5 6 o�w.=- zn"o¢ � (PHILIPS GARDCO ECOFORM AREA LED ECF).1-10.0"0-0 1-1 O.O 1-1 O.O "x= -CZ urcooaniz��i rE�¢oQvi NOTE: CENTER OF POLE TO BE LOCATED 30" FROM ADJACENT PAVING OR CURB. a m X W cu CC PARKING LOT LIGHTING. 2 V5 6 =UaO��F- Z Z tu N LOCATED AT INFILTRATION RAIN GARDEN0.0 1-10.0 1-10.0 1-1 uj _ wrooC w>aw3�g TYPE 5 AREA LED, 20'-0" POLE. w- '0. aa'70 U. i (PHILIPS GARDCO ECOFORM AREA LED ECF). Zoo �W3Z�W NOTE: CENTER OF POLE TO BE LOCATED CENTER OF xw w w CC <0 PLANTING ISLAND. DID 3 7 ac5�DOat1 5_=tr LIGHTED BOLLARD - 38" HEIGHT .8!2}}==mss co.wc30 (PHILIPS HADCO LED BOLLARD RF6). L10.0 L10.0 NOTE: CENTER OF BOLLARD TO BE v A 1); �� LOCATED 12" FROM ADJACENT RI AT RE U PAVING. i EXISTING PARKING LOT LIGHTING TO REMAIN XX yEXISTING PARKING LOT LIGHT TO BE RELOCATED HUN I I I I CC l KE f ---------_ I\t �I\ L . �.... . . �.. • • -.-- . . �...- . . ....�.. • . ....... • . rr..� • • -r--- • • J • , o.�,�, . . �� 77 t ' 1 t ` I r 1 I I t I II I i 1 j I 1 i T LAND USE t ' REVIEW SET _ I THIS DRAWING IS NOT FOR ,CONSTRUCTION r 3.22.2016 + LANDSCAPE ARCHITECTS + INNER 1 SATRH�- I z 0 Lu w �R'U�rr way z10 w w¢ w o a ZW$& wzio o�w.=- zn"o¢ � 0 � ��y/ "x= -CZ urcooaniz��i rE�¢oQvi 0 c9 0) T- C 'qT wLf) a m X W cu ¢oow�jz v za�r�wc� o:�w www U. Qr E =UaO��F- Z Z tu N O O (/� N U uj _ wrooC w>aw3�g 'lot a� 0 w- '0. aa'70 U. i O W op=�N g W Zoo �W3Z�W xw w w CC <0 _ < 0r�pocr _ wNZ�rza VLOO M 1 ac5�DOat1 5_=tr U) a. .8!2}}==mss co.wc30 S6pT&� Y v A 1); �� o • RI AT RE U � ON Z d Q �v mj (L C� Z � Lu T� i s Q J J Z JV ® . i ® ® Z WU. j x W Q LL. M N Scale: 11 30' - 0' 0 15 30 60 Revisions # Date Dewipbon co O N m � N r. 1�L}�• A N LT a- E m .a Vi E z m 3 m m � a` a L5mO a D c� w U) Ir w 2 U U 0 N u a a O IRRIGATION SYSTEM NOTES PLANTING NOTES LEGEND PLANTING PLAN 1. NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE AREAS. LANDSCAPE ARCHITECT. o PROPOSED STREET TREE 2. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED LAWN 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO AND PLANT BED AREAS INDICATED ON THE PLAN. THE IRRIGATION ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. SYSTEM NEED NOT PROVIDE WATER TO UNPLANTED AREAS. 3. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. EXISTING STREET TREE TO UNDERGROUND SYSTEM. LOW WATER CONSUMPTION SYSTEMS ARE ? REMAIN ENCOURAGED, INCLUDING THE USE OF WEATHER TRACKING 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO CONTROLLERS AND DEVICES. THE IRRIGATION SYSTEM SHALL BE EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, MAINTAINED AND OPERATED IN A MANNER THAT PROMOTES THE PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A HEALTH AND APPEARANCE OF THE PLANTS WHILE MINIMIZING MANNER APPROVED BY THE GENERAL CONTRACTOR. EXISTING TREE TO REMAIN - WATER USE AND AVOIDING EXCESSIVE WATER RUN-OFF. 0 3. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE 5. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR o (LOCATION PER LANDSCAPE ARCHITECT &OWNER) WITH MAIN ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF j SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE, AUTOMATIC LANDSCAPE ARCHITECT. _ _ _ _ _ �• CONTROLLER (WEATHER PROOF LOCATION PER LANDSCAPE VISION CLEARANCE AREA ARCHITECT & OWNER), ELECTRIC REMOTE CONTROL VALVES 6. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM FACE OF NEW ` (RAINBIRD PES -PRS SERIES OR APPROVED), WITH POP-UP SPRAY IMPROVEMENT, WHERE TREES OR PLANT' MATERIAL ABUT NEW SPRINKLERS (RAINBIRD 1800 SAM SERIES OR APPROVED), AND/OR BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. v APPROVED ROTOR HEADS. ALL VALVES TO BE LOCATED IN ^'1 -u. PROPOSED LAWN (SOD) UNDERGROUND VALVE BOX {CARSON OR APPROVED}. 7. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED.' '"=�'. SEE TREE PLANTING DETAIL. PARKING AREA CALCULATIONS ` PROPOSED LAWN (SEED) r - i �`� `, �� ` PT 769 ROUGH &READY EGO -TURF OR EQUAL. PRO TIME LAWN SEED 800-345-3295 Tax LOTS 10o AND 200: TOTAL PARKING LOT AREA = 22,776 S.F.+/- W W RIPARIAN LANDSCAPE TOTAL PARKING AREA LANDSCAPE REQUIRED = 2,278 S.F. • • REMOVAL OF INVASIVE SPECIES INCLUDING TOTAL PARKING AREA LANDSCAPE PROPOSED = 2,403 S.F. +/- y W • y RUBUS ARMENIACUS, HEDERA HELIX, DIPSACUS 10% MINIMUM 1S MET. . W W FULLONUM AND PRUNUS LUSITANICA. r C j • IN DISTURBED AREAS (FILL FOOTPRINT WITHIN a a TAX LOT 500: THE 35 FOOT SETBACK), PLANTING OF Q TOTAL PARKING LOT AREA = 23,577 S.F.+/- APPROPRIATE NATIVE PLANTINGS WILL BE / I TOTAL PARKING AREA LANDSCAPE REQUIRED = 2,358 S.F. ESTABLISHED. PLANTING QUANTITY AND TOTAL INTERIOR PARKING AREA LANDSCAPED = 3,040 S.F. +/- LOCATION TO BE DECIDED IN FIELD. , ` ``� �\ \`, `\ �� `, o 10% MINIMUM IS MET. —" `�`,\ \` `�i`\\ `� `.\ �1 ¢ ° I V �� 1 {---# a (52) MOUNT VERNON LAUREL (50) TRUMPET DAFFODIL (12" O.C.) (3) PACIFIC NINEBARK (16) KARL FOERSTER FEATHER REED GRASS (65) SALAL (10) DAVID VIBURNUM ` `. `\ ` `. (45) NOOT KA ROSE { t (1) PACIFIC NINEBAR \ , \\ \� `, `\; •� `\ `\\ \; `� `, \ (950) COASTAL STRA ERY ( •" O.C.) (69) SWORD FERN •� ` \`\\ \`, `\\\\`\`\`\\` ` \ E E • FM (393) SPREADING RUSH id C 21 KELSEY REDTWIG DOG (7) JACQUEMONTI BIRCH 00 , . ° (9) DAVID VIBURNUM • �I � � � � i ,---, �� {�; 1 \ ` (31) MOUNT VERNON LAUREL (5) KOREAN SPICE VIBURNUM d IL LIMIT OF WORK: 1 PACIFIC NINEBARK �- ' ! O GREEN MOUNTAIN SUGAR MAPLE � EXTENT OF DISTURBANCE CAUSED O 2 G N S ; BY THIS WORK. BLEND NEW GRADES �� •� \\ `•� \, `\ `•� \, `\ `• ` _ (4) BLACK TUPELO INTO UNDISTURBED EXISTING `\` `,`\ • `,`\ ` ` L - GRADES. INSTALL SPECIFIED HYDROSEED OVER FULL EXTENT OF J DISTURBED AREA. \ \ `\ `\ `\ `\ ``\ `. `\ ``\ ` _ _ t PT 769 ROUGH & READY ECO -TURF SEED MIX: \ `\ \ `\ `\ \ `\ `\ ` ` - APPLECATION RATE: 5-7 LBS PER 1,000 SF ` `\ \ �` ` �` •` ` _ �- uj W E� PRO-TIME LAWN SEED `, \ • ` - - -� , i i I , _ . I i (A WWW.PROTIMELAWNSEED.COM \�\\;\\\ ` •) 800-345-3295 iP . (7) SWORD FERN 1 sr W SHADY AREAS: V PT 0 IOF! T R MIX FOR WET & S 8 DAVID VIBURNUM 83 B L E � i �� S 3. � Cn k 000 S 7 FOUNTAIN GRASS APPLICATION RATE: 3 LBS PER 1 F \ GRAVEL ACCESS ROAD �' i i PRO-TIME LAWN SEED \ \\ �\ ,\ \ (7) SUNSHINE BLUE BLUEBERRY }( z WWW.PROTIMELAWNSEED.COM 800-345-3295 \\ ° G I , ° O EXISTING PLANTING TO REMAIN t -T C C r C (44) KELSEY REDTWIG DOGWOOD (41) DOUGLAS SPtRAEA (6) YELLOWTWiG DOGWOOD VEGETATED SWALE - WEST (1.788 SF): (3) VINE MAPLE (243) TUFTED HAIRGRASS (PLANTI2" O.C.) (874) SLOUGH SEDGE (PLANT 12" O.C.) — (263) SPREADING RUSH (PLANT 12" O.C.)- (1) VINE MAPLE (125) TUFTED HAIRGRASS (PLANT 12" O.C.; (4) INCENSE CEDAR •I. (3) PACIFIC (12) REDTWIG DOG WOUD w / / Jfj � (14) OREGON GRAPE (1) BLACK TUPELO o ° (15) MOUNT VERNON LAUREL ' U (19) SHENANDOAH SWITCH GRASS I( ` (9).SPRINGBOUQUETVIBURNUM 1 ° (5) OCTOBER GLORY RED MAPLE Falx �t (10) BLUE OAT GRASS (6) WHITE ROCKROSE i (11) MOUNT VERNON LAUREL i \� °00900 (4) FOUNTAIN GRASS / i (1) SOUTHERN MAGNOLIA (6) DAVID VIBURNUM / / v, �, (9) NORTHWIND SWITCH GRASS (5) DAVID VIBURNUM (9) NORTHSKY BLUEBERRY FOUNTAIN GRASS / C (10) WHITE ROCKROSE (15) COASTAL STRAWBERRY (5) RIVERINA THOMAS FRENCH LAVENDER 1} AZTEC PEARL MEXICAN ORANGE C / / / EXISTING PLANTING / • _ _ _ (8) MOUNT VERNON LAUREL (1) GREEN MOUNTAIN SUGAR MAPLE / TO REMAIN (7) BLUE OAT GRASS / ' / / C-) \1/ \1/°° • Too � .I. .ri .Ii O � C •� - - - - - - -� / / �� O •V •li .V C C � C C C C C • \I/ \I/ \l/ \I/ \t/ \I/ \I/ \1/ ., , • , , , , , LAND USE File, �0?4 REVIEW SET THIS DRAWING IS PIa� 6eN.1J NOT FOR a;c i''=; ` `'CONSTRUCTION Lo 0f t� 5 2 I` 3.22.2016 J00n, f LANDSCAPE ARCHITECTS -I- 1 1 SATRE' i� i� ., , • , , , , , LAND USE File, �0?4 REVIEW SET THIS DRAWING IS PIa� 6eN.1J NOT FOR a;c i''=; ` `'CONSTRUCTION Lo 0f t� 5 2 I` 3.22.2016 J00n, f LANDSCAPE ARCHITECTS -I- 1 1 SATRE' Z W w r 1831- zooQw¢ w,W��a p w z t� g ti WQpoor Qzzwzrm In 00-) zi_�(OWz .nc�prnz��n oto U ¢ U W V Q� r C VOmOZE'-x ¢aowooa � tU � W ,rF�W aoowg�2 LLI H -u- MEW =Z5o kd' o°'Qar- r Q o JgjNZ W N � 2� N V>aw3i� zdwcnmw¢x W (/) ap i C ' OgJZ 2'ZF..O 8 m>a cOuaaz ��NOQap- b? c7 fl x�ux>a �O e. R10'h E-1 ONCj 1 W �4 z w W go +� C„ z z <C VJ i z CO) Zj LuQ Z � r Q ��p U. 6'♦ Scale: l° = 20' - 0' 0 10 20 40 Revisions # Date Description � o m N N � (6 i �n € -i tL E w m in c'n zIn m °a mc a a c`a v a L6mO PLANTING PLAN KEY LANDSCAPE STANDARDS DELINEATION (8) TUFTED HAiR GRASS e (13) MOUNT AIRY FOTHERGILLA i1 (3) AUTUMN BLAZE MAPLE (22) COMPACT OREGON GRAPE (23) SWORD FERN (12) KELSEY REDTWIG-- DOGWOOD • (6) PRIVET HONEYSUCKLE I / Fr LAWN I / Ira I C 1 ( I LAWN (1) CHANTICLEER PEAR (6) MEXICAN ORANGE -.t.. R � �j,'.5-r � �i � � -fir:; ' / � - • '�.. r.�.:�:.a�..�,c.. y' '. _ (10) KOREAN SPICE VIBURNUM (11) ISANTI REDTWIG DOGWOOD (5) DWARF FOTHERGILLA (4) OTTO LUYKEN LAUREL (1) AUTUMN BLAZE MAPLE (28) SWORD FERN (8) DAVID VIBURNUM (119) BRAMBLE INFILTRATION RAIN GARDEN (483 SF): (17) DOUGLAS SPIRAEA -� (4) BLACK TUPELO _ (12) KELSEY REDTWIG DOGWOOD (155) BLUE WILDRYE (PLANT 12" O.0 ) (231) SPREADING RUSH (PLANT 12" O.C.) (7) KELSEY REDTWIG DOGWOOD (8) OTTO LUYKEN LAUREL (19) DAVID VIBURNUM jt (12) WALKER'S LOW CATMINT (16) PROVENCE LAVENDER (2) CORAL BARK JAPANESE MAPLE (7) SWORD FERN (18) FOUNTAIN GRASS (13) GREEN VELVET BOXWOO (2) CHANTICLEER PEAR O, (D (6) DWARF RUSSIAN SAGE INFILTRATION RAIN GARDEN (620 SF): "i (10) AUTUMN JOY SEDUM (372) TUFTED HAIRGRASS (PLANT 12-1 W f (2) GREEN MOUNTAIN (248) SPREADING RUSH (PLANT 12" 0.1 SUGAR MAPLE (2) BLACK TUPELO = 7) KARL FOERSTE FEATHE C W REED W • GRASS {7) DAVID W VIBURNUM Z-17 U I I C r�. VEGETATED SWALE: L1 LANDSCAPE STANDARD vvvvv v PLANTING TO MEET STANDARDS OF CiTY OF EUGENE STORMWATER MANAGEMENT MANUAL SECTION 2.3.12. (6) MOUNT AIRY FOTHERGILLA (23) MOUNT VERNON LAUREL L2 LANDSCAPE STANDARD r-7-7-71 RIPARIAN LANDSCAPE (18) TUFTED HAIR GRASS° • REMOVAL OF INVASIVE SPECIES INCLUDING W W �• (8) DAVID VIBURNUM RUBUS ARMENIACUS, HEDERA HELIX, DIPSACUS W W W W W FULLONUM AND PRUNUS LUSITANICA. • IN DISTURBED AREAS (FILL FOOTPRINT WITHIN L3 LANDSCAPE STANDARD * THE 35 FOOT SETBACK), PLANTING OF APPROPRIATE NATIVE PLANTINGS WILL BE f a .a: ESTABLISHED. IDENTICAL HATCH SHOWN IN LIGHTER SHADE - 4 , o°00000°o INFILTRATION RAIN GARDEN LANDSCAPE INDICATES PREVIOUSLY DEVELOPED AREAS Q 0000000°°0 • PLANTING TO MEET STANDARDS OF PLANTED TO MEET CORRESPONDING I rF ai^ •CaeJ.-`r � ; , �sn� 000000000 CITY OF EUGENE STORMWATER LANDSCAPE REQUIREMENT. o°o°o°o°o MANUAL SECTION 2.3.9. ' / / / REQUIREMENTS ii 61 L1 LANDSCAPE STANDARD ENHANCES OPEN AREAS BETWEEN BUILDINGS AND IN REQUIRED SETBACKS. L1 REQUIRES A MIXTURE OF TREE, SHRUBS AND I TAX LOT 700 GROUNDCOVER PLANTS INCLUDING: e 1 LARGE TREE PER 30 LINEAR FEET,1 MEDIUM TREE PER 22 LINEAR FEET OR 1 SMALL TREE PER 15 LINEAR FEET FOR EACH 1,000 S.F. OF LANDSCAPED AREA. o"aaoo4aba°a°a°o°o°o • 2HIG SHRUBS OR THREE LOW SHRUBS PER 400 S.F. OF LANDSCAPED AREA. / / /sem a I • GROUNDCOVER PLANTS OR LAWN SHALL COVER THE REMAINDER OF THE _..- — — — — — LANDSCAPED AREA. ♦ r:;ti L2 LANDSCAPE STANDARD SCREENS DIFFERENT ABUTTING USES AND PARKING Fc (c c c c c c c c c c c c c c c c c c r LOTS. L2 SCREENING SHALL BE SET BACK 10 ALONG THE FRONT PROPERTY f1 s LINE AND 7' ALONG THE REAR AND SIDE PROPERTY LINES. L2 REQUIRES ENOUGH EVERGREEN SHRUBS TO FORM A CONTINUOUS SCREEN THIGH WITHIN 2 YEARS OF PLANTING. ADDITIONAL REQUIREMENTS INCLUDE: r vvvvv � i"= • 1 LARGE TREE PER 30 LINEAR FEET, 1 MEDIUM TREE PER 22 LINEAR FEET W vvvvvy ° c -®- y OR 1 SMALL TREE PER 15 LINEAR FEET FOR EACH 1,000 S.F. OF v v v v vb c c TAX LOT' ° LANDSCAPED AREA. • `z'`°�'� `®° c TAX LOT 100 �- 10 FIVE GALLON SHRUBS OR 20 ONE GALLON SHRUBS PER 1,000 S.F. OF •• �v'e3�vo •. W � c LANDSCAPE AREA. � ,• •, ,� \ c / , LAWN • GROUNDCOVER PLANTS SHALL FULLY COVER THE REMAINDER OR THE W • ® c c c c c c c c W i_ LANDSCAPED AREA. . rig 1•�sr^-:; - - _ �.i..` W W W W • W W W W W W W W W W W W L3 LANDSCAPE STANDARD APPLIES WITHIN PARKING LOTS, INCLUDING INTERIOR . . . �• . . s� �► ��Tir�Ari1A�A�r, 1.�s`±.J11 '•7 X •1 •y, r {/ ►w,,.SCHEME It: 80 GROUND COVER PLANTS, 2 LARGE SHRUBS, 4 SMALL SHRUBS,I EVERGREEN TREE.0- Is, kIAMPIViTill SCHEME 111: 80 GROUND COVER PLANTS, 2 LARGE SHRUBS, 4 SMALLSHRUBS, 1 DECIDUOUS TREE. INTERIM CONDITION PLANTING PLAN INFILTRATION RAIN GARDEN (796 SF): (4) BLACK TUPELO (472) TUFTED HAIRGRASS (PLANT 12" 1 (324) SPREADING RUSH (PLANT 12" 0.1 (4) EMERALD GREEN ARBORVITAE I (6) COMPACT OREGON GRAPE—\ (7) GOLDSTURM i { BLACK-EYED SUSAN 11 I (3) MOENCH ASTER I C IC C C C C C C C C C C RV R� i' V. u ♦t, I ♦I/ Gomm I VEGETATED SWALE (1.894 SF): (7) VINE MAPLE (196) TUFTED HAIRGRASS (PLANT 12" O.C.) (926) SLOUGH SEDGE (PLANT 12" O.C.) • (581) SPREADING RUSH (PLANT 12" O.C:) (5) INCENSE CEDAR (191) TUFTED HAIRGRASS (PLANT 12" O.C.) I L 4 00 o o � o (1) GREEN MOUNTAIN SUGAR MAPLE I (9) MOUNT VERNON LAUREL (5) RIVERINA THOMAS 1 FRENCH LAVENDER (6) MEXICAN FEATHER GRASS - (11) MEXICAN FEATHER GRASS (10) RIVERINA THOMAS FRENCH LAVENDER (7) NORTHWIND SWITCH GRA,- (2) RA;(2) GREEN MOUNTAIN ---� SUGAR MAPLE (8) MEXICAN ORANGE (28) MOUNT VERNON LAUREL (14) PRIVET HONEYSUCKLE - (39) MOUNT VERNON LAUREL (8) DWARF FORGILLA — {5} AUTUMN J EDUM n (11 i) MEXICAN ORANGE (4) GREEN MOUNTAIN SUGAR MAPLE (13) NORTHWIND SWITCH GRASS -(H DWARF FOTHERGILLA (8) AUTUMN JOY SEDUM (8) AUTUMN JOY SEDUM (6) KELSEY REDTWiG DOGWOOD (1) JACQUEMONTI BiRCH U I w v v \1/ \4/ � 14/ \1/ (6) KELSEY REDTWIG DOGWOOD (1) JACQUEMONTI BIRCH (13) PRIVET HONEYSUCKLE --f (8) WATANABE DOUBLEFILE VIBURNUM (1) SOUTHERN MAGNOLIA (3) MEXICAN ORANGE (3) NORTHWiND SWITCH GRASS Scale: l• = 20 - 01 0 10 20 40 / / v R�NK��N BL ♦ - (5) MEXICAN ORANGE'; (3) MEXICAN ORANGE (41) PRIVET HONEYSUC (24) OTTO LUYKEN LAUI PT 769 ROUGH & READY ECO -TURF SEED MiX APPLICATION RATE: 5-7 LBS PER 1,000 SF PRO-TIME LAWN SEED ♦ `. �`� `� WWW.PROTIMELAWNSEED.COM .\ �� `� `♦ 800-345-3295 .\ `� `♦ `♦� TAX LOT 500 (7) RED SUNSET MAPLE (6) MEXICAN ORANGE'? t 1I — 0 40 INTERIM CONDITION PLANT LIST Qty. lBotanicaiName Common Name Isize lComments 1comments Z COURTS. AT LEAST 109/60F THE INTERIOR OF THE PARKING LOT AREA SHALL BE LANDSCAPED. REQUIREMENTS INCLUDE: • 1 LARGE TREE PER 4 PARKING SPACES OR 1 MEDIUM TREE PER 3 PARKING SPACES. TREES 4 Acer rubrum 'Red Sunset Red Sunset Maple �� 11 Acercircinnatum =# 5'-6' • 1 SMALL TO MEDIUM SHRUB PER PARKING SPACE. 2 Acer paimatum 'Sangokaku' Coral Bark Japanese Maple 14 Choisya temata ii 5 gal. 24 Prunus laurocerasus 'Otto Luyken' Otto Luyken Laurel GROUNDCOVER PLANTS SHALL COVER THE REMAINDER OF THE 5 Acer rubrum 'October Glory' October Glory Red Maple 2" cal. GROUNDCOVER 11 Acer saccharum 'Green Mountain' Green Mountain Sugar Maple 41 Lonicera pileata LANDSCAPED AREA. 3 gal. Jacquemonti Birch 2" cal. Matched, evenly branched SEED MD( incense Cedar 5'-6' 1451bs. I ProTime PT 769 Rough & Ready Eco -Turf A■�■■■■t Southern Magnolia 2" cal. Matched, evenly branched ; ilk Black Tupelo �� INFILTRATION RAiN GARDEN AND VEGETATED SWALE PLANTING PER 100 S.F. OF iItl1•� Chanticleer Pear 1 � �� Matched, evenly branched �u• �S�V FACILITY. SHRUBS 13 Buxus 'Green Velvet Green Velvet Boxwood 5 gal. 31 Choisya temata �► ��Tir�Ari1A�A�r, 1.�s`±.J11 '•7 X •1 •y, r {/ ►w,,.SCHEME It: 80 GROUND COVER PLANTS, 2 LARGE SHRUBS, 4 SMALL SHRUBS,I EVERGREEN TREE.0- Is, kIAMPIViTill SCHEME 111: 80 GROUND COVER PLANTS, 2 LARGE SHRUBS, 4 SMALLSHRUBS, 1 DECIDUOUS TREE. INTERIM CONDITION PLANTING PLAN INFILTRATION RAIN GARDEN (796 SF): (4) BLACK TUPELO (472) TUFTED HAIRGRASS (PLANT 12" 1 (324) SPREADING RUSH (PLANT 12" 0.1 (4) EMERALD GREEN ARBORVITAE I (6) COMPACT OREGON GRAPE—\ (7) GOLDSTURM i { BLACK-EYED SUSAN 11 I (3) MOENCH ASTER I C IC C C C C C C C C C C RV R� i' V. u ♦t, I ♦I/ Gomm I VEGETATED SWALE (1.894 SF): (7) VINE MAPLE (196) TUFTED HAIRGRASS (PLANT 12" O.C.) (926) SLOUGH SEDGE (PLANT 12" O.C.) • (581) SPREADING RUSH (PLANT 12" O.C:) (5) INCENSE CEDAR (191) TUFTED HAIRGRASS (PLANT 12" O.C.) I L 4 00 o o � o (1) GREEN MOUNTAIN SUGAR MAPLE I (9) MOUNT VERNON LAUREL (5) RIVERINA THOMAS 1 FRENCH LAVENDER (6) MEXICAN FEATHER GRASS - (11) MEXICAN FEATHER GRASS (10) RIVERINA THOMAS FRENCH LAVENDER (7) NORTHWIND SWITCH GRA,- (2) RA;(2) GREEN MOUNTAIN ---� SUGAR MAPLE (8) MEXICAN ORANGE (28) MOUNT VERNON LAUREL (14) PRIVET HONEYSUCKLE - (39) MOUNT VERNON LAUREL (8) DWARF FORGILLA — {5} AUTUMN J EDUM n (11 i) MEXICAN ORANGE (4) GREEN MOUNTAIN SUGAR MAPLE (13) NORTHWIND SWITCH GRASS -(H DWARF FOTHERGILLA (8) AUTUMN JOY SEDUM (8) AUTUMN JOY SEDUM (6) KELSEY REDTWiG DOGWOOD (1) JACQUEMONTI BiRCH U I w v v \1/ \4/ � 14/ \1/ (6) KELSEY REDTWIG DOGWOOD (1) JACQUEMONTI BIRCH (13) PRIVET HONEYSUCKLE --f (8) WATANABE DOUBLEFILE VIBURNUM (1) SOUTHERN MAGNOLIA (3) MEXICAN ORANGE (3) NORTHWiND SWITCH GRASS Scale: l• = 20 - 01 0 10 20 40 / / v R�NK��N BL ♦ - (5) MEXICAN ORANGE'; (3) MEXICAN ORANGE (41) PRIVET HONEYSUC (24) OTTO LUYKEN LAUI PT 769 ROUGH & READY ECO -TURF SEED MiX APPLICATION RATE: 5-7 LBS PER 1,000 SF PRO-TIME LAWN SEED ♦ `. �`� `� WWW.PROTIMELAWNSEED.COM .\ �� `� `♦ 800-345-3295 .\ `� `♦ `♦� TAX LOT 500 (7) RED SUNSET MAPLE (6) MEXICAN ORANGE'? t 1I — 0 40 INTERIM CONDITION PLANT LIST Qty. lBotanicaiName Common Name Isize lComments 1comments Z TREES TREES 4 Acer rubrum 'Red Sunset Red Sunset Maple 2" cal. I Matched, evenly branched 11 Acercircinnatum Vine Maple 5'-6' SHRUBS: 2 Acer paimatum 'Sangokaku' Coral Bark Japanese Maple 14 Choisya temata Mexican Orange 5 gal. 24 Prunus laurocerasus 'Otto Luyken' Otto Luyken Laurel 5 gal. 5 Acer rubrum 'October Glory' October Glory Red Maple 2" cal. GROUNDCOVER 11 Acer saccharum 'Green Mountain' Green Mountain Sugar Maple 41 Lonicera pileata Privet Honeysuckle 3 gal. Jacquemonti Birch 2" cal. Matched, evenly branched SEED MD( incense Cedar 5'-6' 1451bs. I ProTime PT 769 Rough & Ready Eco -Turf A■�■■■■t Southern Magnolia 2" cal. Matched, evenly branched ; ilk MASTER PLANT LIST 1. MASTER PLANT PLANT LIST FOR TOTAL DEVELOPMENT SITE INCLUDING STORMWATER FACILITIES (EXCLUDES PLANTS FOR INTERIM CONDITIONS PLANTING PLAN). Qty. Botanical Name lCommonName ISize 1comments Z �A�l:`�� TREES 11 Acercircinnatum Vine Maple 5'-6' 3 stem min. 2 Acer paimatum 'Sangokaku' Coral Bark Japanese Maple 51-6' Matched, evenly branched 4 Acer rubrum 'Autumn Blaze' Autumn Blaze Red Maple sill Matched, evenly branched 5 Acer rubrum 'October Glory' October Glory Red Maple 2" cal. Matched, evenly branched 11 Acer saccharum 'Green Mountain' Green Mountain Sugar Maple 2" cal. Matched, evenly branched 9 Betula jacquemontii Jacquemonti Birch 2" cal. Matched, evenly branched 9 Calocedrus decurrens incense Cedar 5'-6' Matched A■�■■■■t Southern Magnolia 2" cal. Matched, evenly branched ; ilk Black Tupelo �� Matched, evenly branched iItl1•� Chanticleer Pear 1 � �� Matched, evenly branched �u• �S�V MASTER PLANT LIST 1. MASTER PLANT PLANT LIST FOR TOTAL DEVELOPMENT SITE INCLUDING STORMWATER FACILITIES (EXCLUDES PLANTS FOR INTERIM CONDITIONS PLANTING PLAN). Qty. Botanical Name lCommonName ISize 1comments Z 0 w w TREES 11 Acercircinnatum Vine Maple 5'-6' 3 stem min. 2 Acer paimatum 'Sangokaku' Coral Bark Japanese Maple 51-6' Matched, evenly branched 4 Acer rubrum 'Autumn Blaze' Autumn Blaze Red Maple 2" cal. Matched, evenly branched 5 Acer rubrum 'October Glory' October Glory Red Maple 2" cal. Matched, evenly branched 11 Acer saccharum 'Green Mountain' Green Mountain Sugar Maple 2" cal. Matched, evenly branched 9 Betula jacquemontii Jacquemonti Birch 2" cal. Matched, evenly branched 9 Calocedrus decurrens incense Cedar 5'-6' Matched 2 Magnolia grandiflora Southern Magnolia 2" cal. Matched, evenly branched 15 Nyssa sylvatica Black Tupelo 2" cal. Matched, evenly branched 4 Prunus calleryana'Chanteleer' Chanticleer Pear 2" cal. Matched, evenly branched �u• �S�V SHRUBS 13 Buxus 'Green Velvet Green Velvet Boxwood 5 gal. 31 Choisya temata Mexican Orange 5 gal. 1 Choisya temata x arizanica 'Aztec Pearl' Aztec Pearl Mexican Orange 5 gal. >_ 16 Cistus 'Bennett's White' Bennetts Mite Rock Rose 5 gal. 12 Cornus stolonifera Redtwig Dogwood 5 gal. a 6 Cornus stolonifera'Raviramea' Yellowtwig Dogwood 5 gal. J 11 Cornus stolonifera'lsanti' isanti Redtwig Dogwood 5 gal. 108 Cornus stolonifera'Kelseyi' KelseyRedtwig Dogwood 5 gal. 19 Fothergilla gardenii Dwarf Fothergilla 5 gal. Q� Z 19 Fothergilla major'MountAiry' Mount Airy Fothegilla 5 gal. W 65 Gauitheria shallon Salal 5 gal. � r 14 Mahonia aquifolium Oregon Grape 5 gal. ru 28 Mahonia aquifolium'Compacta' Compact Oregon Grape 5 gal. N 8 Physocarpus capitatus Pacific Ninebark 5 gal. 12 Prunus laurocerasu s 'Otto Luyken' Otto Luyken Laurel 5 gal. 45 Rosa nutkana Nootka Rose 5 gal. 58 Spiraea douglasii Douglas Spiraea 5 gal. 4 Thuja occidentalis 'Smaragd' Emerald Green Arborvitae 4'-5' 9 Vaccinium'Northsky Northsky Blueberry 5gal. 7 Vaccinium 'Sunshine Blue' Sunshine Blue Blueberry 5 gal. 15 Vibumum carlesii Korean Spice Viburnum 5 gal. 80 Viburnum davidii David Viburnum 5 gal. � N 8 Viburnum plicatum tomentosum'Watanabei' Watanabe Doublefile Vibumum 5 gal. 9 Mbumum tinus 'Compactum' Spring Bouquet Vbumum 5 gal. n N € CC PERENNIALS E 3 Aster frikartii 'Moench' Nbench Aster 1 gal. Z 20 Lavandula intermedia 'Riverina Thomas' Riverina Thomas French Lavender 1 gal. 16 Lavandula Intermedia Provence Lavender Provence a n L ve 1 gal. v 12 Nepeta faassenii 'Walker's Low' Walker's Low Catmint 1 gal. 6 Perovskia atriplicifolia'Litfle Spire' Little Spire Russian Sage 1 gal. 7 Rudbeckia'Goldsturm' Goldsturm Black -Eyed Susan 1 gal. 31 Sedum 'Autumn Joy Autumn Joy Sedum 1 gal. GRASSES 23 Calamagrostis acutiflora 'Karl Foerster Karl Foerster Feather Reed Grass 1 gal. 1800 Carex obnupta Slough Sedge 1 gal. 1145 Desehampsia eaespitosa Tufted Hairgrass 4" pot 155 Elymus glaucus Blue WIdrye 4" pot 1716 Juncus patens Spreading Rush 4" pot 17 Helictotrichonsempervirens BlueOatGrass 1 gal. 17 Nassella tenuissima Mexican Feather Grass 1 gal. 35 Panicum virgatum'Northwind' Northwind Switch Grass 1 gal. 19 Panicum virgatum'Shenandoah' Shenandoah Switch Grass 1 gal. 33 Pennisetum alopecuroides Fountain Grass 1 gal. 7771 FERNS 134 Polystichum muniturn Sword Fern 3 gal. GROUNDCOVER 965 Fragaria chiloensis Coastal Strawberry 4" pot Plant 18" o.c. 47 Lonicera pileata Privet Honeysuckle 3 gal. 214 Prunus laurocerasus'Mount Vemon' MountVemon Laurel 1 gal. 119 Rubus calycinoides Creeping Bramble 4" pot Plant 18" o.c. BULBS 50 Narcissus "Classic Garden' Classic Garden Trumpet Daffodil Bulb Plant 12" o.c. SEED MIX APPLICATION RATE ProTime PT PT769 Rough& Ready Eco -Turf 5-7 pounds per 1,000 s.f. ProTime PT830 BioNter Mix Wet & Shady 3 lbs. per 1,000 s.f. LAND USE REVIEW SET THIS DRAWING iS NOT FOR CONSTRUCTION 3.22.2016 -h LANDSCAPE ARCHITECTS f Z 0 w w r O O o ox�ao= CL r- ti d• r` z co, w @1 w w � �- m oazz to 0¢=U. � .?�HoiiNia O � rw0iiwmCuwi� 1� C � C; 2: �aOw�pn. W � X azo- o0zLU�wn W I.- .. LL ZUQOnO!- r Q N O Z W w isi Q trw¢wiow p W p i aKrxnaa �cn�ZoJ to cE o�zzz�o W �ZFQ-WJ to .0 �Ow= r w _ N _ 3'. c V1 gwNWu�i=y w�?:EU_za v c m a �c 00a. =o N U0."' 8 s • RI 100hETRE E-1 fir'• ON �u• �S�V W 2 ■ >_ °® Z Q W a J W co ZZ r Now VJV i Q� Z W Z � r ru ...i U. M N Revisions # Date Description � N m m C n N € CC FL 'E 0 U3U3 E Z m m = v L7mO 2 X CD w a ui a_ s U O N 0, u SWALE FLOOR LANDSCAPE WALL (2) 6" WIDE BLOCKS r 1. Provide protection from all vehicle traffic, equipment staging, and foot traffic in proposed Infiltration areas prior to, during, and after construction. 2. Dimensions: a. Depth of rain garden: 6" minimum and 12" maximum b. Flat bottom width: 2' min. c. Side slopes of Rain Garden: 3:1 maximum. 3. Setbacks: a. Infiltration rain gardens must be 10' from foundations and 5' from property lines. Filtration Rain Garden do not require a setback with an approved waterproof liner. 4. Overflow. a. Overflows are required unless sized to fully infiltrate the flood control design storm. b. Inlet elevation must allow for 2" of freeboard, minimum. INFILTRATION RAIN GA NTS INS - LAN UNC INLE 7 Cor 11. DOL CAT 2 Fr MIN RAT BOTIN 11 1 1 1 11 1111 111 119 111 11 ' t �� t � � t � I I I � t � LANDSCAPE WALL (2) 6" WIDE BLOCKS CMR S CUTS SMPS FM PAM= WTS 5. Piping: Minimum 3" pipe required for up to 1,500 sq ft of impervious area, otherwise 4" min. Piping material, slopes and installation shall follow the Uniform Plumbing Code. 6. Growing medium: a. 12" minimum b. Imported topsoil or amended native topsoil. Vegetation: Follow landscape plans otherwise refer to plant list in SWMM Appendix F. Number of plantings per 1 00s of facility area: a. 100 Ground Covers, OR b. 80 Ground Covers, 2 Large Shrubs 4 Small Shrubs and 1 tress (deciduous or evergreen) 10. Install washed pea gravel or river rock to transition from inlets and splash pad to growing medium. DM R ours 1. Provide protection from all vehicle traffic, equipment staging, 7. A geotextile is required to isolate the drain rock from the and foot traffic in proposed Infiltration areas prior to, during, subgrade and growing medium and after construction. 2. Dimensions: a. Width of swale: 5'- 12'. Depth of swale: 12" b. Longitudinal slope of swale: 0.5% min and 6% max. c. Flat bottom width: 2' minimum. d. Side slopes of swale: 3:1 maximum. 3. Setbacks (from centerline of facility): a. Infiltration swales must be 10' from foundations and 5' from property lines. b. Filtration swales must have a waterproof liner when within 10' from foundation of 5' from property lines. 4. Overflow: a. Overflows are required to an approved point discharge point unless sized to fully infiltrate the flood control design storm. b. Inlet elevation must allow for 2" of freeboard, minimum. 5. Piping: Minimum 3" pipe required for up to 1,500 sq ft of impervious area, otherwise 4" min. Piping material, slopes and installation shall follow the Uniform Plumbing Code. 6. Drain rock: a. Size: 3/4" - 2-112" washed b. Depth: 12" minimum VEGETATED SWALE NTS 8. Growing medium: a.12" minimum b. Import topsoil or amended native soil 9. Vegetation: Follow landscape plans otherwise refer to plant list in SWMM Appendix F. Vegetative swales must have following plantings per 100sf of facility area: a. 100 Ground Covers, OR b. 80 Ground Covers, 2 Small Shrubs, 4 Large Shrubs, and 1 Tree (deciduous or evergreen) 10. Waterproof liner. Shall be 30 mil PVC or equivalent for flow-through facilities. 11. Install washed pea gravel or river rock to transition from inlets and splash pad to growing medium. 12. Check dams: Shall be placed at 12" intervals along the length of the swale. TOPSOIL TO BE COVERED IN 2-3" ON NON-FLOATABLE MULCH OR OPEN GRADED PEA GRAVEL. CLASS 50 RIPRAP 50% SHALL BE LARGER THAN 6" MIN. DIAMETER X x X AREA MIN. ATED SWALE - WEST SCALE 31W = 1'-0" 12" GROWING MEDIUM 'REXIUS' TREE -N -SHRUB MIX OR EQUAL. MAX SIDE SLOPES 3:1 TOP OF CURB0- CATCH HP_ELEVA_TION 433.50_ _ _ TOP OF SWALE - 433.00 BOTTOM OF SWALE - 432.00 SECTION INLE 12 11. WHl DOL CAT NUMBER OF PLANTINGS REQUIRED PER 100 S.F. OF INFILTRATION RAIN GARDEN AND VEGETATED SWALE PER THE CITY OF EUGENE STORMWATER MANAGEMENT MANUAL: SCHEME A: 100 GROUND COVERS, OR SCHEME B: 80 GROUND COVERS, 2 LARGE SHRUBS, 4 SMALL SHRUBS AND 1 TREE. VEGETATED SWALE - WEST Common Name Size Based on a 1,788 s.f. facility r Planting Scheme A TREES Z Plant Category Minimum Required Actual Count Tree 0 4 Large Shrubs 0 4 Small Shrubs 0 0 Groundcover i 1,735 1,735 W OD OFC SHRUBS VEGETATED SWALE - EAST Common Name Size Based on a 1,894 s.f. facility r Planting Scheme A TREES Z Plant Category Minimum Required Actual Count Tree 0 5 Large Shrubs 0 7 Small Shrubs 0 0 Groundcover 1,894 1,894 W OD OFC SHRUBS INFILTRATION RAIN GARDEN - NORTH Common Name Size Based on a 483 s.f. facility r Planting Scheme B TREES Z Plant Category Minimum Required Actual Count Tree 4 4 Large Shrubs 9 17 Small Shrubs 19 19 Groundcover 386 386 W OD OFC SHRUBS INFILTRATION RAIN GARDEN - SOUTH Common Name Size Based on a 620 s.f. facility r Planting Scheme A TREES Z Plant Category Minimum Required Actual Count Tree 0 6 Large Shrubs 0 0 Small Shrubs 0 0 Groundcover 620 620 W OD OFC SHRUBS 1. STORMWATER PLANTS ARE ALSO INCLUDED IN THE MASTER PLANT LIST. Qty. Botanical Name Common Name Size Comments r TREES Z 11 Acer circinnatum Vine Maple 5'-6' 3 stem min. 9 Calocedrus decurrens Incense Cedar 5'-61 Matched 10 Nyssa sylvatica Black Tupelo 2" cal. Matched, evenly branched ,t W OD OFC SHRUBS (D it 0 U m 02 �' 2 %daawooa 19Comus stolonifera'Kelseyi' Kelsey Redtwig Dogwood 5 gal. 17 Spiraea douglasii Douglas Spiraea 5 gal. IH r- � g zWIN Mtn W N M ,Q N CD 0 V/ 0 irw�>W>(�Y-0 2 K W 3 h- 0� GRASSES ZWN0W 1800 Carex obnupta Slough Sedge 4" pot Plant 12" o.c. 155 Elymus glaucus Blue Widrye 4" pot Plant 12" o.c. 1599 Deschampsia caespitosa Tufted Hairgrass 4" pot Plant 12"o.c. 1647 Juncus patens Spreading Rush 4" pot Plant 12" o.c. 1 VEGETATED SWALE - SCALE 318" =1'-0" TOPSOIL TO BE COVERED IN 2-3" ON NON-FLOATABLE MULCH OR OPEN GRADED PEA GRAVEL. INSTALL PLANTS PER LANDSCAPE DRAWINGS CLASS 50 RIPRAP 50% SHALL BE LARGER THAN 6" MIN. DIAMETER Tx3'AREAMIN. 12" GROWING MEDIUM 'REXIUS' TREE -N -SHRUB MIX OR EQUAL. HP ELEVATION 432.50 HP ELEVATION_ 433.50 _ _ TOP OF SWALE - 433.00 _ _ BOTTOM OF SWALE - 432.00 MAXIMUM SIDE SLOPES 3:1 UNDISTURBED SUBGRADE CON PZc tv - oc�o i � 54'e, P[W kvi" 1 SECTION LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 3.22.2016 ..rr ...■ice; 0; -t- LANDSCAPE ARCHITECTS + e r Z 0 w W cc$�E~ wWa wao��a ire=o�� CL ti Lo Zo�oo¢ z w oa�ZZ� ,t W OD OFC wra.wUw� oirmZoaW� (D it 0 U m 02 �' 2 %daawooa N W � X nil W L- W. ogw¢wWw Z'aon-� IH r- � g zWIN Mtn W N M ,Q N CD 0 V/ 0 irw�>W>(�Y-0 2 K W 3 h- 0� ZWN0W toO(cooZ W g E �W`_SztQ-w� X W 40 W = Ii �o ma'p = - W 0 - F- LL, W M I.-= fyn W t LLZF W rn C -I.- W M J=i ;; � V u7 N tt`Yi 0 . =5_"_n� EE T" r�o_ u(0 coir¢ l$ 1 s s R ATRE ON !i Q Q J U) aUJ W U) ..J 00 06 ZZ ZJJ V i ® Z W LL 0 Ce/ LL ai Date Description N m N = W M N F= L � 0 9 M W in E m c m c a` v 0 o a 1800 TRASH RECEPTACLE 80"95-2626 NTS CONCRETE, FLUSH L9 0 CONCRETE, FLUSH L11.0 WITH A/C WITH A/C UMPER OVERHANG LIMPER OVERHANG PRECAST CONCRETE 12 PRECAST CONCRETE 12 WHEEL STOP L11.0 WHEEL STOP L11.0 0 0 0 0 � J z cs a J a x C9 � i+, Q ZDz YQ- QT CG a `- bo r 8' L 9' L 4 PARKING 0 INFILTRATION PLANTER PARKING VEGETATED SWALE SCALE 114"= V-0" SCALE 1/4"= 1'-0" u*_n" Atnl1A $ ADECORS SCALE 314"= V-0" :R: nce.com MAJESTIC COMMERCIAL IMINUM 2" x 2 POST x J" PICKET FINISH GRADE C C T 0 • "l ..., T Classic Series.: 5FECIFICATION5 0 24' i -f t MATERIAL 7 Iw w o�` The TK -12.24 trash receptacle Shall be 0 fabricated with 1/4 x 1-1/2" mild Steel vertical 1/4"X 2" BASE CROSS " slats welded to 1/4 x 1-1/2" hoops. Flared yx Straps Shall be welded to 1/2" rod. All Steel 000I� LU W=M n_ 0'U 30:1 g'0=oin1 Shall conform to A5TM A36 hot rolled Steel 0 d and Shall be wheelabrated prior to j wLawwnwag �amornag fabrication. All removable and hinged tops J UV mF•'Z�""= come with a vinyl coated 5tainle55 Steel � � Wazl a3owou-n. security cable. 01/2" MOUNTING HOLES I -� mwo ;<202 r1a9 Uj cfs E- -u- Liner Shall be 20 gallon metal can powder (TOP REMOVED FOR CLARITY) coated to match the receptacle. - DOMETOP WITH HINGED FLAP OPENING Anchor bolts by others w�. WELDS ALL WELDS GROUND SMOOTH All weld S between flat Straps Shall be Smooth, continuous fillet welds ground 112" ROD Smooth where necessary, to remove any burs } I or Sharp edges. Where flared Straps meet y/ L Wd W Q O W a WW4SMi-wyN 1/2" rod, all welds are ground Smooth for LO 0 • I HOOP •• cn C a =W ;>EH= # 1/4x 1-1/2" RINGS;�� s � appearance. R ATRE E-4 (2 PLACES) ON PROTECTIVE COATINGS I 0 N� Following fabrication the receptacles Shall be SQ G m U) LU cleaned and treated with a five stage iron ) J 1/4 x t-1/2" STRAPS Im 06 Z phosphate process prior to the coating Z W/3/4'SPACE ® Z � J Q application. The protective coating Shall be r W r Q Q C: U. M Revisions # Date Description either polyester or polyester TGIC powder applied by the dry electrostatic method. The resultant coating Shall be minimum of 4 mills �m # o (' U 2 E 1\- thick on all Surfaces. f N E � i 3 z m -p m= OPTIONS IL G 1/4" X 1-112" BASE RING O 1 CL 9M0 Hinged side opening door �.----16" ?ops: Flat, ash dome, spun dome, hinged dome, hinged flat, f--19" dome top w/hinged flap Keyed lock: for hinged versions REV 10-20-10 TR -1224 Trash Receptacle Fairweather Site Furnishings Dome Top with Hinged Flap Opening 360-895-2626 or Toll Free 800-323-1798 Port Orchard, Washington C1999-2.1101RatiiS 1IIIC1na1iwlai CPltwtdtio". FairK'u-11l Siw F"mihinga di,i,i— PAINT SPECIFICATION: MANUFACTURER: FAIRWEATHER SITE FUNSHINGS POWDER COAT - BLACK WWW.FAIRWEATHERSF.COM TRASH RECEPTACLE 80"95-2626 NTS CONCRETE, FLUSH L9 0 CONCRETE, FLUSH L11.0 WITH A/C WITH A/C UMPER OVERHANG LIMPER OVERHANG PRECAST CONCRETE 12 PRECAST CONCRETE 12 WHEEL STOP L11.0 WHEEL STOP L11.0 0 0 0 0 � J z cs a J a x C9 � i+, Q ZDz YQ- QT CG a `- bo r 8' L 9' L 4 PARKING 0 INFILTRATION PLANTER PARKING VEGETATED SWALE SCALE 114"= V-0" SCALE 1/4"= 1'-0" u*_n" Atnl1A $ ADECORS SCALE 314"= V-0" :R: nce.com MAJESTIC COMMERCIAL IMINUM 2" x 2 POST x J" PICKET FINISH GRADE C C T 0 • "l ..., T Classic Series.: - i 1 7 Iw w o�` 0 Uj KUdrl- yx 000I� LU W=M n_ 0'U 30:1 g'0=oin1 I3.z0000¢ 0 d a =83 mz 2 Co wLawwnwag �amornag J UV mF•'Z�""= � � Wazl a3owou-n. = X -� mwo ;<202 r1a9 Uj cfs E- -u- �,�� r N 0-�WiEoW J Z = N �O ,,` zw3�M w�. tt! yW," Q% Z W 2 2 T,:<:, aW =nSca td COLU CD - y/ L Wd W Q O W a WW4SMi-wyN W W zF- LO 0 • I HOOP •• \ V J NTS Model CR -138: Classic Series Bench I MODEL CR -138 -6' LENGTH WITH INTERMEDIATE ARMRESTS PAINT SPECIFICATION: POWDER COAT BLACK MANUFACTURER: VICTOR STANLEY W W W.VICTORSTANLEY.COM 800-368-2573 BENCH NTS ACCESSIBLE STALL SIGN 8 L9.0 = 2'-6" FROM FACE OF CURB V) UNLESS SHOWN OTHERWISE ON PLAN 4" WIDE PAINTED STRIPES ON STALL & AISLE - WHITE PAVEMENT STENCIL 3" MIN. STROKE WIDTH - WHITE Z Co N W O u_ 0.. W W co NOTES: 1. APPLY AS SPECIFIED 2. SEE PLANS FOR LOCATIONS. 24' MIN. SEE PLANS FOR WIDTH SEE PLANS 1� FOR WIDTH ACCESSIBLE PARKING STALL PAVEMENT MARKING N.T.S. SECTION BIKE RACK: RADIUS PIPE BENDING, 541.998.9700, www.radiuspipe.com • RPB HOOP STYLE MODEL -24" DIA. ROUND • 1-7/8" OD ASTM SCHEDULE 40 STEEL PIPE. • HOT DIPPED GALVANIZED FINISH MOUNTING: • CORROSION AND VANDAL RESISTANT EXPANSION ANCHORS, MIN Ye" DIA • 4 EACH BASE PLATE BASE: MINIMUM 4" CONCRETE SLAB NOTES: 1. LOCATE SIGN 30" FROM FACE OF CURB UNLESS SHOWN OTHERWISE ON PLAN. GALV. STEEL CAP. TACK WELD TO SECURE. VEHICLE PARKING CONTROL SIGN (117-8) "VAN ACCESSIBLE" SIGN (R7 -8P) ON VAN STALLS 2 3/8" DIA. SCHEDULE 40 GALV. STEEL PIPE. INSTALL PLUMB. FINISH GRADE CONCRETE FOOTING #4 REBAR THROUGH PIPE COMPACTED SUBGRADE 18" DIA. ACCESSIBLE STALL SIGN N.T.S. SECTION T I Cog rOvraom AW�k P a4 -CA LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 3.22.2016 EL D LU d IY w a N O rr•■� 0001"A f LANDSCAPE ARCHITECTS f i 1 0 Uj KUdrl- 000I� LU W=M n_ 0'U 30:1 g'0=oin1 I3.z0000¢ 0 d a =83 mz 2 Co wLawwnwag �amornag ,nCIO v � �" UV mF•'Z�""= � � Wazl a3owou-n. = X -� mwo ;<202 r1a9 Uj cfs E- -u- oMW'¢wIXw LU QvoZ�� r N 0-�WiEoW J Z = N �O ,,` zw3�M tt! yW," Q% Z W 2 2 T,:<:, aW =nSca td COLU CD - y/ L Wd W Q O W a WW4SMi-wyN W W zF- LO 0 No n cn C a =W ;>EH= s � R ATRE E-4 ON 0 N� SQ G m U) LU ) J Im 06 Z Z r Z ® Z � J Q LL U. r W r Q Q C: U. M Revisions # Date Description �m o �. U 2 E 1\- N N E 3 z m -p m= IL G V O 1 CL 9M0 EL D LU d IY w a N O ...0"121911.t• LOCATION: PARKING LOT - Marriott Type: VEGETATED SWALE Type: Notes: 12 Foot Natural Aluminum Paint, Single Head, Single Drill SSS412-11-D1-NP Polies Page 1 of 4 4" Straight Square Steel The Philips Gardco SSS straight steel pole consists of a one-piece square fabricated steel lighting standard. The carbon steel base plate is secured to the shaft with a continuous circumferential weld providing excellent strength and integrity. The poles are finished with an electrostatically applied, thermally cured TGIC polyester powdercoat All poles include anchor bolts, full base cover, hand hole, ground lug and top cap. PREFIX HEIGHT SIZE GAUGE DRILLING FINISH OPTIONS SSS4 12` 4" 11 ©1 NP Enter the order code into the appropriate box above. Note: Philips Gardco reserves the right to refuse a configuration. Not all combinations and con- figurations are valid Refer to motes below for exclusions and limitations. For questions or concerns, please consult the factory. PJIEFIX HEIGHT SIZE GAUGE DRILLING MR P e;e t-Mamott 7 1 DI I Way ITIi c, ation 14' D2@90 2 Way at 90' a ca tea- ECF14215LA-641A-NW-XX-NP D3 3 Way 1$' 20' Tyr - 24' T2 2 3/8" ODTenon ___._„_....,....._._...._.___..._-..__...e..._. Elm0% T4 4" ODTenon 30' ►/Ua WP White Paint ECF 14215LA-641 A -N W -XX -N P GMR Provision for Gardco HID NP Philips Gardco ECOForrn LED luminaire combines economy with performance. W94 aboe base and orietatim to hard Mie Sae Motion Response System Capable of delivering up to 20,000 lumens or more in a compact,. low profile energy savings during off peak hours. Ria QiErtatdat Information on 4. housing, EcoForm offers a new level of customer value. EcoForm features an GV Galvanized (No ) innovative retrofit arm kit, simplifying site conversions to LED by eliminating the Miimm Rle H ' is 18'. Irtfixlre a 112- � . �ng ECF- need to drill additional holes In rnost existing poles, Integral control systems, CL Coupling - Internal thread placed 180-tothethadh*IZaboethep0lebase. including motion response and wireless controls are available for further Finished Paint over EcoForm ? Standard luminalre{leaveblank) energy savings during off peak hours. Ordering guide Galvanized (Rpecifyoold) example ECF-APD-MRO-1-4-75LA-NW-120-NP-LF MSM Motion Sensor Mounting APD' Optical! i Prefix - Controls :. Mounting ', System Wattage Colo Tempi Voltage Finish ;. Options ECF_ [ 1- I i>�t aboe base and o ieYation to hard }- (4 ,svasa,A-? NNW - (LXX- NP _i- _ (. I 1 �__.. OC L i _. _.._ _ _7 ECF - = 1 2 ; 530 m } CIN 120 f. BRP TL Tool -Less entry and EcoForm Standard iuminairc(leave Wank) Standard Tme2 s SSLA-3253' ;Coolwfirte = lzov BronzePaiFt driver removal hardware DIM 2 3 _ -r ' S,700K 208 BLP TBr Terminal8lock 3 0-FOVDimming = 2ploo i Type f 10oLA-6453 70CRi i 208Y 3 Black Paird E iS§ internal Shield APD' 2@90 4 700niA Cmmtrat) 240 WP LF' Line Fusing NW AutoProfibDimming 2@90 Type4 701A-3270 240V White Pant NeutialwhW `. LFC1 Lire Rising for Canada APD -MRO' 3 ' 5 405LA-4870; a,000K 277 i N i AutoPmhbDimmingand -7090 Types � 135LA-6470 t 277V 70CRI PCs'�t ReceplatbtilithPtFotoce8 Motion ResponseOverride 3@120 Aluminum losooiA (nomirat) 347 (.nctudesPCRS) pole mounted motion sensor Jt20 } 105LA-321A' I W W 34N Optional Color PCs," Photocell Button APD-MR1t;4 t _ BD Bidocierrent 16OLA-481A 1 Wa n While 480 Speciiyottional ' PCR5411,1I Photocell Receptacle only APE) With Motion Response 4(p 25LA-6A,480V caloorRAL with 2dimingconnections rerrrtbtuminairesemof 5. Contact factotyfor lead hmesonWarm White . It LVorkswith 3 pin ors -pin NEMAphotocelt/dimmng (ex: PCR7out Photocell Receptacle uNy MR1? T Wall mount ; (ramaral) o Rk€ 77014) wih 2 diem ng and 2 120-27N MelonResponseat indudingsusf�e `„ 1 SOhz164hz € SC auxiliary connections 50%bwlunirairescnsor g I Specialmloi RAM Rdroft Ann Mount kit condurtrea NW MRSOr entry permitted 5)p # Specify, j 3347-480V} supply color cftp. PTF2u Pole Top Fttei Mot= Response at50%IM, s MA 50hz160hzfo214`3'tenon : Requires factory pole mounted wrnso . ' t tasY Arm Fatter s quote i PTF3u Pole Top Filter i i rneLipht V'Virek€-s Con rots t (requires2-318 t ! fo3'-3,VTenon LLC211 d21ensfo815 O.D. Mast Arm) = i PTF4 v Pole Top Filter mounted he is for3rtr'-4' Temn LLC311 43tensfo1525 i RPAu RourdPoteAdaplet maunledhe his i P I � fot3'-39' OA. LLC4{k 941ensto2540 BD BidOelerrcnt rxxsnttdherghts ? (field installed ontr) £ kvatatp3e:n #20Y -277V Ya3tagesan3y _ _ _.. _____ ___.____. 5. Ca»taet factory for lead timeson vtarmwilite 11, Warks with 3 -Pin or 5•pr»NEMA phcxocedlldsmmrrq; (UNV, t2O, 20$ 240 8277}. t F E i. t n r mee 6. Not tonrguratle with Tyree 5 {5} Optics devrtc and auxa t y Connections are not to ted 2. MRSo -and APO- MRC} luminaries regtrie one motion 7. No£cotif:ptoatiewsth120-277V(UNV)Vottale (for future use only) sensor per poke. ordered separately. See page 2 for 1n Voltage must be speared. t2, Not configurable with 3(.1120 (3f� 120} Mounting Accessores, Ave*latXe{n120Var27TJonty. ( $. Not to»fgurcatvevnind84V(d$0)vd#tage 3. No adaptor required fix 4'f otndpotes 3. ECF -MR requires outihoardedsensor When usedwrth 9. Wakswith 3 -pin orS-ptnNEMAptxitoceUf RPAsprovided with Black Paint standard, Terminal Block (T1s) Option. dimming devtoo 4 LLC2/t.LC3/LLC4WfrekessConiroisare not 10_ifordered with D:M,APD, MRi.MRSO,APO -MFY- canfigutatitew4hPC./PCWPCWPCR7Opticfis APD -MRO. dfmmul;wiit not becdnnectedto NEMA See page 7-8 fol more uvo. M m n in receptacle. EcoFofm_ECF_L£D 01/16 pagetof8 M ...0"121911.t• LOCATION: PARKING LOT - Marriott Type: VEGETATED SWALE Type: Notes: 12 Foot Natural Aluminum Paint, Single Head, Single Drill SSS412-11-D1-NP Polies Page 1 of 4 4" Straight Square Steel The Philips Gardco SSS straight steel pole consists of a one-piece square fabricated steel lighting standard. The carbon steel base plate is secured to the shaft with a continuous circumferential weld providing excellent strength and integrity. The poles are finished with an electrostatically applied, thermally cured TGIC polyester powdercoat All poles include anchor bolts, full base cover, hand hole, ground lug and top cap. PREFIX HEIGHT SIZE GAUGE DRILLING FINISH OPTIONS SSS4 12` 4" 11 ©1 NP Enter the order code into the appropriate box above. Note: Philips Gardco reserves the right to refuse a configuration. Not all combinations and con- figurations are valid Refer to motes below for exclusions and limitations. For questions or concerns, please consult the factory. PJIEFIX HEIGHT SIZE GAUGE DRILLING ISSS4 1 10' 0 7 1 DI I Way ITIi D2 2Way 14' D2@90 2 Way at 90' I5' D3 3 Way 1$' 20' D4 4 Way 24' T2 2 3/8" ODTenon 25' T4 4" ODTenon 30' Motion &W -we Provisions FINISH OPTIONS SSS4 IO'0 PP Prime Painted FES Festoon Outlet FcFestam sand)WtiadHar Hde% ckatehw taboe D2@90 2 Way at 90' Is, AHH Additional Hand Hole base and aiertatrarl to atgrlai herid hole. See role One tatfal BRP Bronze Paint frfamatim on F9ge 4. BLP Black Paint Couplings Motion &W -we Provisions WP White Paint Indicate size (112" 314" i- 1 IW 1 112".) Indicate GMR Provision for Gardco HID NP Natural Aluminum Paint W94 aboe base and orietatim to hard Mie Sae Motion Response System GV energy savings during off peak hours. Ria QiErtatdat Information on 4. example ECF-APD-MRO-1-4-75fA-NW-120-NP-LF GV Galvanized (No ) Preto Controls Miimm Rle H ' is 18'. Irtfixlre a 112- � . �ng ECF- i.._1- 5S cf%�SLAsaia NW LXX l- _ �- CL Coupling - Internal thread placed 180-tothethadh*IZaboethep0lebase. FPGV Finished Paint over EcoForm ? Standard luminalre{leaveblank) Standard . Type € SSLA * Coolwhite ; 120V BroFzePaint driver removal hardware -3253 ! DIM Galvanized (Rpecifyoold) S3ngl �y n_t15uilhs#.m lir, s t MSM Motion Sensor Mounting APD' (nominal) 2@90 4 7OOmA 240 WP ,LFT Line Fusing NW _. AulciPmfib Dimming r LED ProvInc&ate i APD -MRO' 3 5 10S1A-48701 4,OCCK ; 277 N i>�t aboe base and o ieYation to hard Luminairession Luminaires available with OC Optional Color Paint hoe. See Pde Orientation Information on Feg? 4. Motion Response polemourtedmWii onsenso -9-ifyPAI-tom APDMRt r l Spedyopuonal PCR54°o Photocell Receptacleony 4 164LA-481A Warm while :480 i APD With Motion Response S exOGFAU024. GM -080-19 Single - 1.9" OD Minimum Rte Helga is 19.Indudesa spedcl hand MR1rr (nominal) oOC RAL7024) § wall mount £ 120-27N s wth2dirranngand2 GM480-24 Single - 2.4" OD bdewith 1/2" mprag pboed in the mer pPatA lff SC Special Color Paint } MR50' to ttne hand hold 16 above the polo base. MWionr spomeat50%lay. Specify MW sppiy odor Chip pole mounted se ;Mast Aim Filter quote PTF311 Pale Tap Filer LiineLight Wireless Controls (requires2-3/8' -3, for 3'- Tenon _ LLC211 1:2 bnsfo 8-15 Refer to Steel Polo Accessories sheet 79415-26 for additional accessories, 1611 Clovis Barker Road, San Mamos,TX 78666 (800) 227-0758 (512)753.1000 FAX -(512)753.785S sitetighdng tom O 2011 Koninklijke Philips Electronics N.V. All Rights Reserved Philips Gardco reserves the right to change matert its or modify the design of its product without notification as pare of the company's continuing product improvement program. 79415-1710611 4PARKING LOT LIG 1 NTS ATED SWALE I ya ` r Marriott SSS4 IO'0 Location s c V No. ECF15215LA-641A4M-XX-NP 14' D2@90 2 Way at 90' Is, • Nes:cvs 0ot 20' D4 4 Way irdarratio i ECF152151 A -641A -NW -XX -NP 25' Philips Gardco EcoForm LED luminaire combines econorny with performance. 30• Capable of delivering up to 20,000 lumens or more in a compact, lour profile WP housing, EcoForm offers a new levet of custorner value. EcoForm features an Indicate size (112", 314',1-,1 1/4",1 1/2-.) Indicate innovative retrofit arm kit, simplifying site conversions to LED by eliminating the NP need to drill additional holes In most existing poles. Integral control systems, height aboe base ad oietation to hard hole See including motion response and wireless controls are available for further GV energy savings during off peak hours. Ordering guide example ECF-APD-MRO-1-4-75fA-NW-120-NP-LF wit U, ul z > w z optical Preto Controls Mounting System', wattage i ✓CowTenp < voltage Finish Options ECF- i.._1- 5S cf%�SLAsaia NW LXX l- _ �- �N'awaz= w�zt-w� irazm>� 6i. 1ti ECF - 1 a 2 530mA CW 120 BRP TL Tool-Lesseltiyand EcoForm ? Standard luminalre{leaveblank) Standard . Type € SSLA * Coolwhite ; 120V BroFzePaint driver removal hardware -3253 ! DIM 2 3 _ 5,700K 208 BLP TB' Terminal Block = ; 45370C1 2OSV0-IOVDimming 2@180 T+ 3 = Black tSs internal Shield APD' (nominal) 2@90 4 7OOmA 240 WP ,LFT Line Fusing NW _. AulciPmfib Dimming -: 2@90 Typed ' 70tA-3270 2401 white Paint # P Neuirali"ltate�; LFC' Line Fusing for Canada i APD -MRO' 3 5 10S1A-48701 4,OCCK ; 277 N i Auto Profile Dimmineand - 3@90 TyprS r 135LA-6470= 7' ` 277V : CsC"' RedcplattewithPhotocetl Motion Response Override s Aluminum 3@110 1050MA (nominal) 347 (includes PCR5) polemourtedmWii onsenso ,. _ PCB4Ya Photocell Button .10120 € 10S-A-321Ai' WW: 347V Optional Color APDMRt r l Spedyopuonal PCR54°o Photocell Receptacleony 4 164LA-481A Warm while :480 i APD With Motion Response S 41P90 215LA-641A $ 3,000K 1 48krJ cWoarRAL will 2dimnkfgconnections t I Crrerndeluminairestrnscr t WS 70CRI 1 UNV tex:DC-LGP <nt Rtteptadeoiy PCR7. - Photocell MR1rr (nominal) oOC RAL7024) § wall mount £ 120-27N s wth2dirranngand2 MotionResposeat indudngsurface ? 501m'60hz I SC i au>s7liatyconneeticfns 50% low luninairesensor I Speci3ltolo RAM R conduttrea 1 HVU droftArm Mount kt } MR50' s er! PTF2e PWeTTop Fiter ; irypemrtted 347-480V` ya C ppt{cohip MWionr spomeat50%lay. MA SOhz160hz fo23ti--3'Tenon i Requires pole mounted se ;Mast Aim Filter quote PTF311 Pale Tap Filer LiineLight Wireless Controls (requires2-3/8' -3, for 3'- Tenon _ LLC211 1:2 bnsfo 8-15 s t = O D. Mast Ann) i he tz PTF4° Pale Top Fitter i mounted for3f/,•-4' Tenon LLCTI 831ensto l5 -2S } :RPA'} Round Pole Adapter mounted heights i to3'-39' 0D. LCC444 ;741ensto25-46' t _ BD Bidocierrent mafntedherghts } (field installed only) --- I Avarableln32OV-277VVoitagesonly 5. Contact factotyfor lead hmesonWarm White . It LVorkswith 3 pin ors -pin NEMAphotocelt/dimmng (UNV? 120,208,240 & 277). 6. Not configtuallewith Type S(S)Optics, device and amifiarycon nect ion sare not connected 2. MRSOand APD- MRO tuminatresrequireone mot" 7, Not coWigurableWith 120-277V(UNV)Voilage. (forfututeuseorly) sensor per pole, ordered separately- See page 2 for Voltage must be specified.. 12. Not configurable with 3;420 (3�120) Mounting. Accessories, Avarlattein120Vor27Nonly $. Not configurable with 480V(480)Voltage. 13.Noadaptorregtnredfor 4'towdpoles. 3 ECF -MRs requires autboarded sL4isor when usedwth 9. Works with 3 -pin or S -pun NEMAphotoceit/ RPAs provided with Black Paint standard Terminal Block (T8) opvon, dimming device 4. LLC2/LLC3/uC4WitetessCartiotsare not 1Osfordered wit hD:M,APD, MRt,MP50,APO -MR, configwaWevnth PC/PCB/PCRS/PCR70rtrons APD -MRO, dimming will notbecnnededto NEMA See page 7-8 for mote info, teceptade. EcoForm ECF_LED O1/166 pagelof8 Revisions PARKING LOT LIGHT 0 INFILTRATION RAIN GARDEN 'CC' Jab: Marriott LOCATION: PARKING LOT Type- Notes: 20 Foot Natural Aluminum Paint, Single Head, Single Drill SSS420-11-01-NP ®IeS Page I of 4 4" Straight Square Steel The Philips Gardco SSS straight steel pole consists of a one-piece square fabricated steel lighting standard. The carbon steel base plate is secured to the shaft with a continuous circumferential weld providing excellent strength and integrity. The poles are finished with an electrostatically applied, thermally cured TGIC polyester powdercoat All poles include anchor bolts, full base cover, hand hole, ground lug and top cap - PREFIX HEIGHT SIZE GAUGE DRILLING FINISH OPTIONS SSS4 D1 NP Enter the order code into the appropriate box above. Note: Philips Gardco reserves the right to refuse a configuration. Not all combinations and con- figurations are valid Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory. PREEIX HEIGHT SIZE GAUGE DRILLING SSS4 IO'0 T Di i Way 12' I _1_1 D2 2 Way 14' D2@90 2 Way at 90' Is, D3 3 Way 20' D4 4 Way irdarratio i T2 2 3/8" ODTenon 25' T4 4" ODTenon 30• Mottap LiosDsn Provf�ians FINISH OPTIONS LED Bollard PP Prime Painted FES Festoon Oudet F�rRstoonQtletsanA*ModHadHdes`mc6i atehwjrtaboke i ronze Gra AHH Additional Hand Hole base ail crra9G'°n to arg d hard tole Sae Rile Qpetiatrar BRP Bronze Paint irdarratio i chi RM4. BLP Black Paint CouCC Alines Mottap LiosDsn Provf�ians WP White Paint Indicate size (112", 314',1-,1 1/4",1 1/2-.) Indicate GMR Provision for Gardco HID NP Natural Aluminum Paint height aboe base ad oietation to hard hole See Motion Response System GV Galvanized (No Fbi t) Fble ^ IrFFmttaicn m F 4. MinrmRte Height "s 18'. Includes a 1/2" oxictin9 m wit U, ul z > w z CL Coupling -Internal thread placed 180'tothe held h*Vabaethepdebase. FPGV Finished Paint over �N'awaz= w�zt-w� irazm>� 6i. 1ti wWXw¢Ow= Q LU ui Galvanized (spedfyada) ShVIe Mount Builhom Brackets MSM Motion Sensor Mounting w d �¢rno n: ffv=u=ate U) co ILc7°-�zi=max UJ tntoF¢3cor Provision for LED V intoehekilit abae base and aiertaticn to had Luminaires available with OC Optional Color Paint hda `ae FJe Orkrtatien irifa motion on Phw 4. Motion Response :)F *F01 -designation eic OC4WJ024. GM -080-19 Single- 1.9" OD Mirin-m Rte Heigt t is 18'. Ird£rdm a Medal hared LLM GM -080-24 Single - 2.4" OD hdewfth IIT mrgl'ng placed in the corer pla(e,180' SC Special Color Paint to the had hat& IS abae the pole base $>e* "A s P* odor chip. UJ Refer to Steel Pole Accessories sheet 79415-26 for additional accessories. 1611 Clovis Barker Road, San Marcos TX 78666 (800) 227-0758 (512) 753-1000 FAX -(512)753.7855 sitetighting.com © 2011 KonrrdcGjke Philips Electronics N.V. All fights Reserved Philips Gardco reserves the right w change materials or modify the design of its product without notification as part of the company s continuing product improvement program. 7941S.17/0611 PARKING LOT LIGHT POLE NTS ®I LES Bollard (RF6) Specification Sheet Specifications LOCATION: EXTERIOR WALKWAYS Ordering Guide Example: RF6 A K5 12L W A Product Code RF6 LED Bollard Finish A Black z i ronze Gra OpticsT V f or Bowl zoonww MQ W=Win KIP T V Cone Wattage 12L 12.5W LED -3 z¢zzttOn `c=o20t"a a�Cpornz�rn 10 25W D `1 CC7 W Warn w-nrSrp n zrr-Nwo ¢oOw�cr omzwctw=o N Neutral voltage A 120.277 VAC wit U, ul z > w z W Z r Z U '1 Only available with cone optics'KF'. '2 Only available with 12.5W LED12U. -3 Philips EnduraLED only available in warn CCT. HOUSING: 1100-0 spun aluminum alloy. Head is secured to the bollard tube with a single stainless steel alien head screw for easy removal for relamping. Easy access to lamp. 6' dia. extruded aluminum with a wall thickness of 0.125" . A weatherproof ballast assembly isolates the ballast from water and heat for longer life. All non-ferrous fasteners prevent corrosion and ensure longer life. FiNISH: Thermoset polyester powdercoat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for superior weatherability and fade resistance in accordance with ASTM B117 specifications. For larger projects where a custom color is required, contact the factory for more information. OPTICAL ASSEMBLY: Type V Cone Optics. Type V Refractor Bowl. Heat -resistant, low expansion boroli ficate, glass refractor bowl. Specular aluminum Internal cone. 6' diameter, 3116" thick U.V. stabilized, Gear acrylic lens. LAMPING: Color Temperature (CCT): 4,000K nominal or 3,OOOK nominal. Approximately 50,000 hours of operational life (at 25-C ambient temp. and 70% lumen maintenance). >80 CRI. 25W 10 LED Module. 12.5W Philips LED EnduraLED lamp, LED Wit medium base porcelain socket A19. 2700K warm white delivers 800 lumens. ELECTRICAL ASSEMBLY: Smart Select Electronic Driver 120 to277 VAC input; 50-6OHz; auto -sensing. 4kv rated porcelain medium base. Nickel -plated screw shell with center contact 25 watts consumed for 1 ED m I 0 L module (iota fixture consumption). Operating start temperature -30°C (-220F). Key -slotted Ballast Assembly is mounted to an aluminum plate, which is mounted inside the base. Quick disconnects for easy installation and removal. INSTALLATION & MOUNTING: Internal cast aluminum base plate is secured to anchor foundation by three (3) 3/8-16 x 8" galvanized steel bolts and stainless steel nuts in a 3" boh circle. (Use factory supplied template.). A twist -lock action mates the base plate casting with lower bollard casting, which is welded to the bottom of the bollard extrusion. One set strew is used to secure the bollard to the base plate. CERTIFICATIONS: ETL Listed to U.S. safety standards for wet locations. cETt listed to Canadian safety standards for wet locations. Manufactured to ISO 9001:2008 Standards. WARRANTY: Five-year limited warranty. Anchor Rods Height: Internal (3) 318" dia, x 8" long (1 cm x 20cm) 37 718" (96cm)0 WBase Diameter Width: 6"idth:) $" (15cm) Bolt Circle: 3" Boit Circle: Max, Weight: 3" 8 tart 20 lbs ISO 9001:2008 Registered Page 1 of 2 Note: Philips reserves the right to modify the above details to reflect changes in the oast of materials and/or production and/or design without prior notice. PHILIPS 100 Craftway Drive, Littlestown, PA 173401 P: +1-717-359-7131 F: +1-717-359-92891 httpJ/www.hadco.coryV 1 Copyright 2013 Philips HW1 LIGHTED NTS LIGHT POLE TOP OF FOOTING FLUSH WITH TOP OF ADJACENT CURB FINISH GRADE 2'-6" CENTER OF POLE TO EDGE OF PAVING OR BACK OF CURB GROUNDING CONDUCTOR CONNECT GROUNDING CONDUCTOR AT GROUNDING TERMINAL INSIDE POLE CONDUIT ENTRY VERIFY LOCATION OF CONDUIT ENTRY INTO POLE �TPOLE ALIGNMENT SHIM POLE IF REQUIRED BY USING LEVELING WASHER. FILL VOiDS WITH DRY PACK GROUT. J" CHAMFER 4. LU ANCHOR BOLTS PROVIDED BY O ° I`° MANUFACTURER INSTALLED BY r.'� CONTRACTOR MIN. 4 V X 18" GALVANIZED > ? ANCHOR BOLTS TEMPLATE PROVIDED BY Z O MANUFACTURER ro Z - POURED IN PLACE FOOTING M °e LIGHTING BRANCH CIRCUIT CONDUIT 1" SCHEDULE 80 PVC. LIGHT FI SCALE 3/4" =1'-0" ALUMINUM BASE PLATE (SEE INSET) a 4000 PSI CONCRETE (4) #5 VERTICAL AND #4 HORIZONTAL REBAR @ 12" O.C. w 3" v21 SQUARE RE FOOTING FOR PARKING LOT LIGHTS BOLLARD FINISH GF POURED IN PLACE CONCRETE - FOOTING 4000 PSi W/ #4 REBARS: (4) VERTICALLY AND (2) HORIZONTAL HOLD BARS 3" FROM CONCRETE SURFACE it 1'-0" CENTER OF BOLLARD TO EDGE OF PAVEMENT N 20" SQ. 7 LIGHT FIXTURE FOOTING FOR LIGHTS N 4a . a e . as STAINLESS STEEL NUTS EXPANSION JOINT W/O DOWELS COMPACTED SUBGRADE (3) k-16 x 8" GALVANIZED STEEL BOLTS 0 cryo Q. 3" B.C. 9/16" O.D. BASE DETAIL MANUFACTURER: PHILLIPS HADCO LIGHTINGPRODUCTS.PHILLPS.COM 800-744-5477 'Ne, ""p _VV�I j - ? e1k) AtW k, P"<J 0� ia- MAR 2 5 2016 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 3.22.2016 r eL�lrni®� -F LANDSCAPE ARCHITECTS -I' U oil z W WW �0�<. zoonww MQ W=Win zwcar=¢ >roro-LLr CL C) 1�- W0000} L p d: z¢zzttOn `c=o20t"a a�Cpornz�rn 00 F.- F, "¢oaw CO �M �R O V CD C: r= 0Ww om�z z <'¢Onin ¢ -h UJ 0) at :3X w-nrSrp n zrr-Nwo ¢oOw�cr omzwctw=o UJ tC i-zv!�oZtQ„ico- oMw¢wa:w Q N 1=r- 0 �tncnzwnrai - irw-W�ow O U 47 wit U, ul z > w z W Z r Z U tC Co N W L arrr=noon a>_ �zwo o .0 N w rE �N'awaz= w�zt-w� irazm>� 6i. 1ti wWXw¢Ow= Q LU ui V N W 6 C) iL � V Z Z V �% � w d �¢rno n: ffv=u=ate U) co ILc7°-�zi=max UJ tntoF¢3cor r�15 T V �C', , RATTR E jU 017 0 LL LLM 90 X ` r UJ Vol J m OldZ Z --- 0Z Q LL !1. t W ® � �O q LL �' { Revisions # Date Description to o m m c' N W y r� m, to € M m n in XI - M t'n O Z ED S mm C 3 V m a` o` 0 o 1 IL 1 10 00 CL W Of W 2 0 0 N io T a N 3" COMPACTED THICKNESS 3/8" DENSE GRADED HMAC. COMPACT TO 91% RELATIVE COMPACTION RICE. U*) AC PAVING N.T.S. NOTE: 1. LOCATE BETWEEN ALL POURS. Q' .O 4 a. O O O O O O o 0 O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O o 0 0 0 0 0 0 00 0 0 0 0 0 o°O°O°O°0°O°O°0°0°0°O°o°o°O° O0fl0O0O(O0O0O0O0O0O0O0Od0000 CONCRETE CONSTRUCTION JOINT N.T.S. 12" COMPACTED GRANULAR FILL/ BASE MATERIAL 11/2"- 0 CRUSHED ROCK COMPACTED AT 95% RELATIVE COMPACTION MODIFIED PROCTOR. COMPACTED OR UNDISTURBED SUBGRADE SECTION 1/2" RADIUS TOOLED CONCRETE EDGE, TYP. CONTROL OR EXPANSION JOINT 8 X #3 SLIP DOWEL @ 24" O.C. AND 6" FROM EACH END COMPACTED GRANULAR FILL/ BASE MATERIAL 3/4"- 0 CRUSHED AGGREGATE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557. COMPACTED OR UNDISTURBED SUBGRADE SECTION - PEDESTRIAN LOADED CONCRETE - CONTROL JOINT nR .tR INTEGRAL CURB & PAVING N.T.S. 1 •-(1R �CONCRETE PRECAST CONCRETE SCALE 3/4"= l' -O' A.C. PAVING INTEGRAL CURB. PROVIDE CONTROL JOINTS @ 15' O.C. & EXPANSION JOINTS @ 30' O.C. MAX. ADJUST JOINT LOCATIONS TO ALIGN WITH ADJACENT PAVING JOINTS. (2) #3 REBAR, CONTINUOUS, MIN. 2" COVER COMPACTED GRANULAR FILL/ BASE MATERIAL 3/4"- 0 CRUSHED AGGREGATE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557. COMPACTED OR UNDISTURBED SUBGRADE PRECAST CONCRETE WHEEL STOP (6"x 6"x 6"-0") 3500 PSI CONCRETE REINFORCED WITH #4 BAR SECURE WHEEL STOP WITH (2) ANCHOR PINS #5 x 1'-6" SCHEDULE 40 STEEL COUNTERSUNK 1" BELOW TOP OF WHEEL STOP. GROUT PIN HOLES W/ RICH SAND/CEMENT CAST IN PLACE CONCRETE MINIMUM OF 3000 PSI #3 BAR 10" O.C. EACH WAY WITH A MINIMUM CLEARANCE OF 2". A/C PAVING COMPACTED CRUSHED ROCK COMPACTED OR UNDISTURBED SUBGRADE ;ESTOP W/ CONCRETE STRIP NOTE: DETAIL 1 1. PROVIDE EXPANSION JOINT AT ADJACENT WALLS. 2. REMOVE TROWEL MARKS. �wva�r- � N i= l000a:o A 6" CONCRETE AND 12" BASE COURSE @ VEHICLE AREAS fj 0000 0 660419606 of CO -�rra0arn W Y 0.W 0 �pLum0WE — CAST IN PLACE CONCRETE 0 0000 000000000 • • MINIMUM OF 3500 PSI W Go i ��3?p_l .0 E gTn Wi56, � � w � z F- W J �_ waw¢Ow� 0000 000000000 • BROOM FINISH CAST IN PLACE DETECTABLE WARNING TILE: L iv 8 • STANDARD GRAY � R ATRE E ON ARMOR -TILE ADA -C-2424 24"X24" • ( ) • FOR LOCATION OF SCORE JOINTS OR EXPANSION 00000000000 F, ZVI JOINTS, SEE SITE PLAN AND LAYOUT PLAN B 00000000000000 --- #4 BAR 16" O.C. WITH A MINIMUM CLEARANCE OF INC. (1-800-682-2525, www.armor-tile.com) � I.. �� 2". A CONTINUOUS BAR MUST MAKE UP CORNERS. • COLOR: DARK GREY w 00000000000000 00000000000000 -N Z • INSTALL IN ACCORDANCE WITH ® Z 000000000000 FINISH GRADE MANUFACTURER'S INSTRUCTIONS U 00000000000000 00000000000000 Revisions R 0000002000006011 2" CLEAR A 2 -0" PLAN -TILE j OI OI OI OI OI O� OI OI •' I�II�II�I�IIHIHI– 10116" 0 HOLE THROUGH EMBEDMENT FLANGES (3 00000000° N SECTION A -A r-- to 0000000000000000 0 Illy-Ii�l I 11�i1 /`—DOME 0000 0000000 00 000 00006 O° or 0 o t° v m Cw 3 COMPACTED GRANULAR FILL/ BASE MATERIAL w W 6" 3/4"- 0 CRUSHED AGGREGATE COMPACTED TO AT v o MIN LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557. COMPACTED OR UNDISTURBED SUBGRADE CONCRETE PAVING N.T.S. SECTION 1/2" EXPANSION JOINT WITH EXPANSION JOINT MATERIAL, TYP. HOLD 1/2" BELOW SURFACE 8 X #3 SLIP DOWEL @ 24" O.C. AND 6" FROM EACH END NOTE: 1. LOCATE WHERE SHOWN. Ili• • • • • • • • • • • • • • • • • • • • • • • • • • • •INS 4 IMF If k • Por lorl, I ON 120 WE INN IRWIN ROOM ��.��,��if �rAMENA CONCRETE CONTROL JOINT N.T.S. N.T.S. CONCRETE CURB OR PEDESTRIAN LOADED CONCRETE PAVING EXTRUDED CONCRETE WHEELSTOP, MINIMUM 2'-0" 2500 PSI CONCRETE FACE OF CURB TO FACE OF WHEELSTOP 2 -PART EPDXY SUITABLE FOR BONDING WET CONCRETE TO PAVEMENT • " ' " ' " ' A/C PAVING O o 0, 0 0 0 0 a 00000 0 0 0 0 COMPACTED GRANULAR FILL/ BASE MATERIAL O'O°0000000000000 00000 ' 0 COMPACTED OR UNDISTURBED SUBGRADE WHEEL STOPS SECTION \ f N.T.S. SECTION Varies 6" CONCRETE AND 12" BASE COURSE @ VEHICLE AREAS CAST IN PLACE CONCRETE MINIMUM OF 3500 PSI FINISH: FRACTURED SLATE, RANDOM INTERLOCKING PATTERN COLOR: CHROMIX'L' ADMIXTURES - C-12 MESA BEIGE SEALER:COLORCURE CONCRETE SEALER SCOFIELD COMPANY WWW.SCOFIELD.COM 800-800-9900 #4 BAR 16" O.C. WITH A MINIMUM CLEARANCE OF 2". A CONTINUOUS BAR MUST MAKE UP CORNERS. MINIMUM 6" OF 314" MINUS CRUSHED ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 ' COMPACTED OR UNDISTURBED SUBGRADE PLAZA AND PEDESTRIAN WALKWAY PAVING SCALE 3/4"= V-0" SECTION VI N.T.S. 1/2" RADIUS TOOLED CONCRETE EDGE, TYP. JOINT DEPTH MIN. 1/4 SLAB THICKNESS SECTION FINISH C MINIMUM 6" OF COMPACTED GRANULAR FILL/ MATERIAL 3/4"- 0 CRUSHED AGGREGATE COMPACTED T LEAST 95% OF THE MATERIAL'S MAXIMUM DR) DENSITY AS DETERMINED BY ASTM METHOD CONCRETE CURB AF NOTE: 1. LOCATE WHERE SHOWN. 1/2" RADIUS TOOLED CONCRETE EDGE, TYP. 1/2" EXPANSION JOINT WITH EXPANSION JOINT MATERIAL, TYP. HOLD 1/2" BELOW SURFACE • • • • • • • • • • • • • • COMPACTED GRANULAR FILO BASE MATERIAL 3/4"- 0 CRUSHED AGGREGATE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557. COMPACTED OR UNDISTURBED SUBGRADE CONCRETE EXPANSION JOINT N.T.S. N.T.S. PLANTER BED OR ADJACENT PAVING FINISH GRADE 6" 1" BATTER 1" BATTER A/C PAVING a• •. �. ...:p a -mak:,..'" c •,• O CAST IN PLACE CONCRETE CURB, TYP. O �O 0O °0° 0 0 0 0 0 0 0 0 Oho O MINIMUM 6" OF COMPACTED GRANULAR FILL/ BASE °°°°°° ° 3 O O O O 0MATERIAL O o O 314"- 0 CRUSHED AGGREGATE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY 2'-0"DENSITY AS DETERMINED BY ASTM METHOD D-1557. COMPACTED OR UNDISTURBED SUBGRADE SECTION #3 BAR TOP AND BOTTOM WITH A MINIMUM CLEARANCE OF 2". A CONTINUOUS BAR MUST MAKE UP CORNERS. A/C PAVING CAST IN PLACE CONCRETE CURB, TYP. • ALL RADII TO BE 3/4" • PLACE CONTROL JOINTS AT 15' INTERVALS. ALIGN WITH ADJACENT PAVING JOINTS COMPACTED OR UNDISTURBED SUBGRADE SECTION DETAIL 1 DOME �wva�r- � N i= l000a:o A zac2r--w o=¢a0= r fj 0000 0 660419606 of CO -�rra0arn W Y 0.W 0 �pLum0WE • W Jz1.- 0-o � X �ppw��a: 0 0000 000000000 • in 6 ° Wt-=ncpio W Go i ��3?p_l .0 E gTn Wi56, � � w � z F- W J �_ waw¢Ow� 0000 000000000 �amooa a V f C -,peso CAST IN PLACE DETECTABLE WARNING TILE: L iv 8 00 0000000000 � R ATRE E ON ARMOR -TILE ADA -C-2424 24"X24" • ( ) i-' 00000000000 F, ZVI • MANUFACTURED BY ENGINEERED PLASTICS, B 00000000000000 B o INC. (1-800-682-2525, www.armor-tile.com) � I.. �� v/ • COLOR: DARK GREY • - rIN 00000000000000 00000000000000 -N Z • INSTALL IN ACCORDANCE WITH ® Z 000000000000 LL40}.{. MANUFACTURER'S INSTRUCTIONS 00000000000000 00000000000000 Revisions R 0000002000006011 A 2 -0" PLAN -TILE OI OI OI OI OI O� OI OI �m a cm m 10116" 0 HOLE THROUGH EMBEDMENT FLANGES (3 PER FLANGE) N N.T.S. CONCRETE CURB OR PEDESTRIAN LOADED CONCRETE PAVING EXTRUDED CONCRETE WHEELSTOP, MINIMUM 2'-0" 2500 PSI CONCRETE FACE OF CURB TO FACE OF WHEELSTOP 2 -PART EPDXY SUITABLE FOR BONDING WET CONCRETE TO PAVEMENT • " ' " ' " ' A/C PAVING O o 0, 0 0 0 0 a 00000 0 0 0 0 COMPACTED GRANULAR FILL/ BASE MATERIAL O'O°0000000000000 00000 ' 0 COMPACTED OR UNDISTURBED SUBGRADE WHEEL STOPS SECTION \ f N.T.S. SECTION Varies 6" CONCRETE AND 12" BASE COURSE @ VEHICLE AREAS CAST IN PLACE CONCRETE MINIMUM OF 3500 PSI FINISH: FRACTURED SLATE, RANDOM INTERLOCKING PATTERN COLOR: CHROMIX'L' ADMIXTURES - C-12 MESA BEIGE SEALER:COLORCURE CONCRETE SEALER SCOFIELD COMPANY WWW.SCOFIELD.COM 800-800-9900 #4 BAR 16" O.C. WITH A MINIMUM CLEARANCE OF 2". A CONTINUOUS BAR MUST MAKE UP CORNERS. MINIMUM 6" OF 314" MINUS CRUSHED ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 ' COMPACTED OR UNDISTURBED SUBGRADE PLAZA AND PEDESTRIAN WALKWAY PAVING SCALE 3/4"= V-0" SECTION VI N.T.S. 1/2" RADIUS TOOLED CONCRETE EDGE, TYP. JOINT DEPTH MIN. 1/4 SLAB THICKNESS SECTION FINISH C MINIMUM 6" OF COMPACTED GRANULAR FILL/ MATERIAL 3/4"- 0 CRUSHED AGGREGATE COMPACTED T LEAST 95% OF THE MATERIAL'S MAXIMUM DR) DENSITY AS DETERMINED BY ASTM METHOD CONCRETE CURB AF NOTE: 1. LOCATE WHERE SHOWN. 1/2" RADIUS TOOLED CONCRETE EDGE, TYP. 1/2" EXPANSION JOINT WITH EXPANSION JOINT MATERIAL, TYP. HOLD 1/2" BELOW SURFACE • • • • • • • • • • • • • • COMPACTED GRANULAR FILO BASE MATERIAL 3/4"- 0 CRUSHED AGGREGATE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557. COMPACTED OR UNDISTURBED SUBGRADE CONCRETE EXPANSION JOINT N.T.S. N.T.S. PLANTER BED OR ADJACENT PAVING FINISH GRADE 6" 1" BATTER 1" BATTER A/C PAVING a• •. �. ...:p a -mak:,..'" c •,• O CAST IN PLACE CONCRETE CURB, TYP. O �O 0O °0° 0 0 0 0 0 0 0 0 Oho O MINIMUM 6" OF COMPACTED GRANULAR FILL/ BASE °°°°°° ° 3 O O O O 0MATERIAL O o O 314"- 0 CRUSHED AGGREGATE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY 2'-0"DENSITY AS DETERMINED BY ASTM METHOD D-1557. COMPACTED OR UNDISTURBED SUBGRADE SECTION #3 BAR TOP AND BOTTOM WITH A MINIMUM CLEARANCE OF 2". A CONTINUOUS BAR MUST MAKE UP CORNERS. A/C PAVING CAST IN PLACE CONCRETE CURB, TYP. • ALL RADII TO BE 3/4" • PLACE CONTROL JOINTS AT 15' INTERVALS. ALIGN WITH ADJACENT PAVING JOINTS COMPACTED OR UNDISTURBED SUBGRADE SECTION INTERNAL EMBED; FLANGE AT 3" C/C SECTION SECTION B -B DETECTABLE WARNING 10/16"0 HOLE THROUGH EMBEDMENT FLANGES (3 PER FLANGE) N.T.S. PEDESTRIAN LOADED CONCRETE PAVING VING PLANT BED DETECTABLE WARNING �o CONCRETE CURB PLANT BED AC PAVING CURB AND PAVING SIDEWALK RAMP WITH FLARESSIDEWALK RAMP N.T.S. SECTION 15 N.T.S. SECTION s tt; OO o OOO 00 000 000 00000 V 0 0000 0000000 00 00000 000000000 000 0000000000000000000 00000 000000000 000 0000 0000000 00 000 00000 O 00 000 O 0 00 000 000 00000 O DETAIL 1 ot, PW ta-- w; xgeceiv edp MAP' 2 5 2016 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 3.22.2016 -I- LANDSCAPE ARCHITECTS -F DETAIL 1 DOME �wva�r- � N i= l000a:o A zac2r--w o=¢a0= r 5 f z IL ti 000< "Ct z a � z z� 0000 0 660419606 of CO -�rra0arn W Y 0.W 0 �pLum0WE ai U[Opz S 3 u<Qo=ooa W Jz1.- 0-o � X �ppw��a: W ca omw¢www E.. -<8%oZWI 0000 000000000 N in U w>n''w�t=-� Z' o +�• Ute! zwwgw¢x in 6 ° Wt-=ncpio W Go i ��3?p_l .0 E gTn Wi56, � � w � z F- W J �_ waw¢Ow� 0000 000000000 �amooa a V f C -,peso CAST IN PLACE DETECTABLE WARNING TILE: L iv 8 00 0000000000 � R ATRE E ON ARMOR -TILE ADA -C-2424 24"X24" • ( ) i-' 00000000000 • MANUFACTURED BY ENGINEERED PLASTICS, B 00000000000000 B o INC. (1-800-682-2525, www.armor-tile.com) W 00000000000000 v/ • COLOR: DARK GREY 06 00000000000000 00000000000000 Z Z • INSTALL IN ACCORDANCE WITH ® Z 000000000000 LL40}.{. MANUFACTURER'S INSTRUCTIONS 00000000000000 00000000000000 Revisions # Date Description 0000002000006011 A 2 -0" PLAN -TILE �m a cm m 10116" 0 HOLE THROUGH EMBEDMENT FLANGES (3 PER FLANGE) N SECTION A -A r-- -f ME 00000 000000000 000 /`—DOME 0000 0000000 00 000 00006 INTERNAL EMBED; FLANGE AT 3" C/C SECTION SECTION B -B DETECTABLE WARNING 10/16"0 HOLE THROUGH EMBEDMENT FLANGES (3 PER FLANGE) N.T.S. PEDESTRIAN LOADED CONCRETE PAVING VING PLANT BED DETECTABLE WARNING �o CONCRETE CURB PLANT BED AC PAVING CURB AND PAVING SIDEWALK RAMP WITH FLARESSIDEWALK RAMP N.T.S. SECTION 15 N.T.S. SECTION s tt; OO o OOO 00 000 000 00000 V 0 0000 0000000 00 00000 000000000 000 0000000000000000000 00000 000000000 000 0000 0000000 00 000 00000 O 00 000 O 0 00 000 000 00000 O DETAIL 1 ot, PW ta-- w; xgeceiv edp MAP' 2 5 2016 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 3.22.2016 -I- LANDSCAPE ARCHITECTS -F 1 1 z 0 UE': W W �wva�r- � N i= l000a:o wwmaW=MW0 zac2r--w o=¢a0= r 5 f z IL ti 000< "Ct z a � z z� U c� w o�� yno�z�� of CO -�rra0arn W Y 0.W 0 �pLum0WE ai U[Opz S 3 u<Qo=ooa W Jz1.- 0-o � X �ppw��a: W ca omw¢www E.. -<8%oZWI -LL Ir -E - 0—Lu Ny C) O 41- .�W r_oo: N in U w>n''w�t=-� Z' o +�• Ute! zwwgw¢x in 6 ° Wt-=ncpio W Go i ��3?p_l .0 E gTn Wi56, � � w � z F- W J �_ waw¢Ow� _ m CaLL-izt}- �amooa a V f C -,peso r�tU1plK¢'SiJF L iv 8 � R ATRE E ON A_j ASG i-' 1— Q m W ■ v/ M 06 Z Z Z vj i ® Z LL40}.{. Q ® LL M Revisions # Date Description �m a cm m N = y� r-- -f ME n- E co U) zm v m Cw 3 m w W a o v o a a a ww F w s 0 co N O FI S, NOTES: 1. EXTEND SLEEVE A MINIMUM OF V-0" BEYOND PAVING EDGES, EXCEPT WHERE THE SLEEVE IS FOR FUTURE USE EXTEND SLEEVE 24" 30" BEYOND PAVING EDGES. 2. CAP ENDS PRIOR TO BACKFILLING. PROVIDE ROOFING NAIL MARKER AT PAVING EDGES ABOVE SLEEVE ENDS. PAVING 4 gCOMPACT SASE W ao �8 !! MATERIAL >NO.- o o' 1 _ SCHEDULE 40 IRRIGATION SLEEVE, — SEE PLAN FOR SIZE & LOCATION. — — COMPACT SUBGRADE IRRIGATION SLEEVE 40T BOX LB2 FROST PROOF ENCLOSURE - GREEN NILKINS 975XL2 BACKFLOW aREVENTER-1-1/2" 3ALL VALVE RIPE TO IRRIGATION SYSTEM 1" DEPTH CONCRETE PAD V DEPTH COMPACTED "RUSHED ROCK BASE NOTES: 1. CONTRACTOR TO VERIFY INSTALLATION SPACE FOR BACKFLOW DEVICE IN ENCLOSURE PRIOR TO ORDERING. 2. BACKFLOW ASSEMBLY MAY BE LOCATED INDOORS IN LIEU OF SHOWN INCLOSURE. COORDINATE WITH GENERAL CONTRACTOR. 2. CONFIRM BACKFLOW INSTALLATION HEIGHT AS NECESSARY WITHIN LEGAL LIMITS TO FACILITATE EASE OF TESTING. 3. ANCHOR ENCLOSURE TO PAD AS SPECIFIED BY MANUFACTURER. 4. PROVIDE LOCKING MECHANISM FOR CABINET. REDUCED PRESSURE BACKFLOW ASSEMBLY NOTES: MULCH 1 1 1. USE TEFLON TAPE ON ALL THREADED PIPE JOINTS. � Root crown to be a 2. CONSTRUCT AND INSTALL VALVE SUMP AS SPECIFIED. minimum of 4" above finish i i 3. SET ENCLOSURE ON FIRM LEVEL SUPPORT, ON CONCRETE BRICKS ON SURFACE OF VALVE SUMP. ¢aaa- z o C o w¢ VALVE BOX. BACKFILL SHUTOFF VALVE — SET TOP OF BOX FLUSH I H Fill halfway and water thoroughly WITH FINISH GRADE. before backfilling. TOP OF MULCH LAYER 0CO t9 CR C � W ai UNION COUPLING 0) ¢ooW��x WirW EACH SIDE OF oW zcoiaoao� � O y 2 W N ¢j 140 CONTROL VALVE -� I M I I-1 I M 11- CO to W 00 i aarsoao �- +vi3zoJ (4) 2"X4"X8" l ('= ov�zazt,.,o aut 0 W J CONCRETE BRICK I 12„ N y6�oar� w-_D-,z�tLL-Za SET ON FIRM LEVEL �¢.no�aa a-rtt-o-o 04 SUPPORT ON SURFACE ' OF VALVE SUMP R ATRE E-4 Z ON -I—I— I—I CONTROL WIRES PIPE BACKFILL PIPE BEDDING IRRIGATION MAINLINE FILTER FABRIC CONTROL VALVE ASSEMBLY N.T.S. SECTION L f N.T.S. SECTION \ v / N.T.S. 1Y"' DIA PAINT l SCHED! WIRES WIRES FINISH 90° ELL - WALL N.T.S. NOTE: 1. SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. PLANT TABLET(S)- QUANTITY PER MANUFACTURER'S HIGH RATE 104111�3til4i< 061e PLANTING BACKFIL MINIMUM SHRUB PLANTING HOLD 4" DEEP MULCH 2" FROM TRUNK ROOT CROWN 4" ABOVE FINISH GRADE FINISH GRADE SECTION LE AI i ,^ %At t!lAf%%A tefNM *At It nu e1 nn^=O 'H 1" � OF SUBGRADE N.T.S. SECTION SUBGRADE CH 1" P OF TREE STAKES- TREE TIES PLANT SAUCER Form 3" rim TREE PEDESTAL -- Undisturbed or compacted subgrade m �— IRRIGATION LATERAL COMPACTED SUBGRADE CONTROL VALVE SUMP PROVIDE 4" MIN. VALVE CLEARANCE. MIN. 4" SUMP DEPTH. AUTOMATIC CONTROL VALVE 2x diameter of rootba I REMOVE TREE TIES AT ONE YEAR WARRANTY. DECIDUOUS TREE PLANTING N.T.S. 4' MIN 6" CURB z 10 A M o 0 0 0 a a AC PAVING PLAN TOP OF 6" CURB AC PAVIN( SECTION CLASS 50 RORAP 50% SHALL BE LARGER THAN 6" (150mm) MIN. DIA. SECTION A A CURB CUT SPILLWAY N.T.S. SECTION 1 1 V% N.T.S. ` I I J N.T.S. NOTES: 1. USE TEFLON TAPE ON ALL THREADED PVC JOINTS. 2. USE BOTTOM INLET ON ALL SPRINKLERS. FINISH GRADE N.T.S. TREE TIES Grow Straight or approved TREE STAKES Stake 3 sides 2" x 2" x 24" hardwood stakes PLANT SAUCER Form 3" rim Q UNDISTURBED OR COMPACTED SUBGRADE INSTALL IRRIG. HEAD FLUSH WITH TOP OF MULCH AT PLANT BEDS POP-UP SPRAY SPRINKLER Z 00 PVC SCH 40 TEE OR ELL �— IRRIGATION LATERAL PIPE ASSEMBLY SECTION o 00 GUY WIRE SPACING .r � I � c �•11�` MULCH 1 1 IMPORTANT: � Root crown to be a z minimum of 4" above finish i i grade. ¢aaa- z o C o w¢ wa tto=Sn. BACKFILL zacqr--M ox¢¢�= a t^- =OCOI.- Provide a minimum of 18" of topsoil. I H Fill halfway and water thoroughly jJll='�I��t before backfilling. 2x diameter of rootba I REMOVE TREE TIES AT ONE YEAR WARRANTY. DECIDUOUS TREE PLANTING N.T.S. 4' MIN 6" CURB z 10 A M o 0 0 0 a a AC PAVING PLAN TOP OF 6" CURB AC PAVIN( SECTION CLASS 50 RORAP 50% SHALL BE LARGER THAN 6" (150mm) MIN. DIA. SECTION A A CURB CUT SPILLWAY N.T.S. SECTION 1 1 V% N.T.S. ` I I J N.T.S. NOTES: 1. USE TEFLON TAPE ON ALL THREADED PVC JOINTS. 2. USE BOTTOM INLET ON ALL SPRINKLERS. FINISH GRADE N.T.S. TREE TIES Grow Straight or approved TREE STAKES Stake 3 sides 2" x 2" x 24" hardwood stakes PLANT SAUCER Form 3" rim Q UNDISTURBED OR COMPACTED SUBGRADE INSTALL IRRIG. HEAD FLUSH WITH TOP OF MULCH AT PLANT BEDS POP-UP SPRAY SPRINKLER Z 00 PVC SCH 40 TEE OR ELL �— IRRIGATION LATERAL PIPE ASSEMBLY SECTION o 00 GUY WIRE SPACING .r � I � c �•11�` 1 1 L � z i i ¢aaa- z o C o w¢ wa tto=Sn. zacqr--M ox¢¢�= a t^- =OCOI.- a. Z 'o"oo¢ w v > Y W s jJll='�I��t ofraa¢oatn W 2X diameter of rootbalI NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE. CONIFEROUS TREE PLANTING DETAIL Hca exA) MAR 2 5 2016 YVV LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 3.22.2016 f LANDSCAPE ARCHITECTS -I- 1 1 L � z 0 W W lrV <w < ¢aaa- z o C o w¢ wa tto=Sn. zacqr--M ox¢¢�= a t^- =OCOI.- a. Z 'o"oo¢ w v > Y W LO Q W� Z IRg<=-1 ofraa¢oatn W �L�maW5g 0CO t9 CR C � W ai ¢aoWopa WJt- p}W0 0) ¢ooW��x WirW I F- _L- r E oW zcoiaoao� � O y 2 W N ¢j (/f N r V r z t- - �yaWri� CO to W 00 i aarsoao �- +vi3zoJ tG S` ov�zazt,.,o aut 0 W J r¢WW��s"' _ y6�oar� w-_D-,z�tLL-Za ? v LO C �¢.no�aa a-rtt-o-o CO) C11)a =W Y�o� �co� (D=1 ' 8 R ATRE E-4 ON 0 c4 G Uj t® Co ad z >_ Z J ®z J Q W (i r Uj ® Q U. M Revisions # Date Description O N � �r cNv ►- ^ � .a E Z In _ 3 n m mcc a IL` o to o 1 a 2m0