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Plan, Tentative APPLICANT 3/14/2019
TRU BY HILTON SITE PLAN R 3111 Franklin Eugene, OR 97403 Tax Map • Lot 17-03-34-33 00500 SITE PLANS 1-1.0 COVER SHEET L2.0 EXISTING CONDITIONS PLAN L3.0 SITE AND LAYOUT PLAN L4.0 GRADING PLAN L5.0 PLANTING PLAN L6.0 LIGHTING PLAN L7.0 DETAILS L8.0 DETAILS L9.0 DETAILS 1-10.0 DETAILS CIVIL PLANS C0.0 GENERAL CIVIL INFORMATION C0.1 GENERAL NOTES C1.0 EXISTING SITE SURVEY AND SITE DEMOLITION PLAN CIA LAND AND DRAINAGE ALTERATION PLAN C1.2 STORM WATER PLAN C1.3 UTILITY PLAN C5.0 DETAILS BUILDING PLANS A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN A103 THIRD FLOOR PLAN A104 FOURTH FLOOR PLAN A105 FIFTH FLOOR PLAN A200 BUILDING ELEVATIONS A201 BUILDING ELEVATIONS OWNER/APPLICANT ALKO 501 LLC 1857 FRANKLIN BLVD. EUGENE, OR 97403 (541) 554-8440 CONTACT: AL PATEL al@alkohotels.com PLAN NER/LANDSCAPE ARCHITECT SCHIRMER SATRE GROUP PLANNERS, LANDSCAPEARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 201 EUGENE, OREGON 9740-1 (541) 686-4540 - FAX (541 ) 686-4577 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@schirmersatre.com ARCHITECT MWT ARCHITECT INC. 716.631.0600 ext. 107 CONTACT: ANITA BANSAL, AIA anita@mwtusa.com g) I CIVIL ENGINEER a DCI ENGINEERS 1 I 707 W 2nd AVENUE �t �O �� . SPOKANE, WA 99201 M f �(3Al 4�5-4448 CONTACT: MATT GIBE, P.E., LEER AP mgibb@dci-engineers.com Ace Irading-Company EOTECH ENGINEER Action EARTH ENGINEERS, INC 660 MAIN STREET, SUITE 100-1A rn _.., oto € arty � � .,t� SPRINGFIELD, OR 97478 Y (541) 393-6340 CONTACT: TROY HULL, P.E., G.E.''"j 1` Lane Transit District 0 SURVEYOR �t�� `� l'�� a C, Glib e Wastecol ; : , 'A; riaoemvt NA R'Wtr/ OLSON & MORRIS vMPt5tt PaA 386 Q STREET Q Fe&x Freight _ � � SPRINGFIELD, OR 97478 Eco, sort (541 } 302 9790 CONTACT: JAY DONALDSON Y - jay@olsonmorris.comQ LA ND V7a r z� O m at z ®ate RECC11ied REVIEW SET ..r ■off .. f LANDSCAPE ARCHtiECiS + :SCHIRMER SATRE,.. z a W W w �� Z O O a W Q wa 0Tgt1 Zw ¢o►=ga wz =� z w w p >- ti LO � ¢=apvsv,z ®�oa� �wmo� O Um02 = LU NWO H W iL P Q � JUlAZ W Nq N ® O v� era L Q tl} W = W � (GOO L�Ei O=�z:WZO= L WQ-wQOwQ U.) a) V Ny=per-y Ci toG U) M d _(L 2 =>~_aW U 0;z d' _ i�mKQ �'.OF Q M. SATRE H OREGON rpq t LU Uj Z N J -> o UjmI- L LL 4) _T CD M 121 Revisions # Date Description m �g m co€ ca w IL m C w C 3 w ! 7t a w 2 Ll x v ®O a N a k�5a d a d CURS IN! �-- d \, a a ' CONCRE E Ms -' SIGN BASE IRRIGATION iRRIGATI01 � Go X� � � CONTROL SO� 2X6 EASEMENT AREA FOR INGRESS AND EGRESS TO CITY OF SPRINGFIELD RECEPTION #2009-044326 nn 14404RI 0 EXISTING TREE TO REMAIN SEXISTING TREE TO BE REMOVED • —• PROPERTY LINE (SUBJECT PROPERTY) PROPERTY LINE (ADJACENT LOTS) — — — — — EXISTING EASEMENT LINE EXISTING CENTER LINE - - EXISTING RIGHT-OF-WAY EXISTING CURB — SD SD — EXISTING STORM DRAIN LINE — ss ss — EXISTING STORM SEWER LINE — UE UE — EXISTING UNDERGROUND ELECTRIC LINE — G G — EXISTING GAS LINE — w w — EXISTING WATER LINE EXISTING CONTOUR LINE EXISTING UTILITY POLE {� EXISTING UTILITY VAULT EXISTING TRANSFORMER EXISTING PRIVATE STREET LIGHT EXISTING STREET LIGHT EXISTING GAS VALVE EXISTING WATER VALVE EXISTING CLEAN OUT ® EXISTING ELECTRIC TRANSFORMER ( EXISTING AREA DRAIN EXISTING WATER VALVE EXISTING SIGN o EXISTING FIRE HYDRANT 1. PREPARED BY AN OREGON LICENSED ARCHITECT, LANDSCAPE ARCHITECT, CIVIL ENGINEER OR SURVEYOR • 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 1-1.0 FOR VICINITY MAP. 3. THE NAME, LOCATION AND DIMENSIONS OF ALL EXISTING SITE FEATURES INCLUDING BUILDINGS, CURB CUTS, TREES, AND IMPERVIOUS SURFACE AREAS, CLEARLY 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. • 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 LETTER OF MAP AMENDMENT OR LETTER OF MAP REVISION. • PROJECT SITE 1S 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 41/2 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 SOILS ON SITE ARE CHEHALIS SILTY CLAY LOAM (62%) and NEWBERG-URBAN LAND COMPLEX (38%). R I Ae, �O r q gi« q- 0000 W- il Pa SO-("Nm�2-eview PYlpesh Pa+d LAND USE Date Received REVIEW SET THIS DRAWING IS MAR 14 2019 NOT FOR CONSTRUCTION odginai Submittal ®�.a m 3-14-19 ♦ LANDSCAPE ARCHITECTS RM i �S, AT R I& z 0 -0000_� m Cwt a. Z W C)F=1Y r CL oo woo� (.. zm0 fuFm (3)�- �©�= 22¢-n. om 0 ♦t� "DODWdWmow V 0(b =OtrO2M Deaf -¢x¢ C %* aaowo� nx w m `r) ¢ O O W g �cc W Co WE ICU, I" _u-z0Ir0:m"! r �NIzwN¢ Q O ¢wsW�ow Lo dcv W>aw3F� U3 m 03 a �f-SOe=i a W P � O�aza~Oj� La to � Q) V mFFo�F� V to 0 to M ii oim¢¢�©� IST & s • OAR M. SATRE E-+ OREGON � TpC�4 t o aimwjz 0 a J -0 CO AakP, 1T1 "Cr W O LL L m �m N scale 0 10 20 40 Revisions # Date Description m E a� W m N cn m 2 �- 3= z m ,� m m w a a. D 0 a: 0 w ix w L2mO V 0 x 11 6 3 1 HOOP STYLE BIKE RACK PROVIDING 2 BIKE PARKING SPACES, 2' X 6' SPACES WITH 5' BACK-UP SPACE s SCREENED MECHANICAL AREAS NEW WATER SERVICE / : � Gas -PS ' GP''� lie s J,. GNS G) LONG TERM BICYCLE PARK LOCKABLE 4 SPACES MI 41ATER V VAULT F----------- PB G 8 L7.0 1 L8.0 0.1 "i -- ss UE UE UE UE UE UE UE - - ss LIE E:1 R F PG F'Pv'N m Im (5) NEW STREET LIGHTS TO BE INSTALLED WITH A P.I.P. NEW T SETBACK SIDEWALK 2 L9.0 BUILDING ENTRY 13 CONCRETE PAVING is.0 SN'. wmg a M -O PROPOSED BENCH 2 , LOCATEDIN , PUBLIC AREA L7.0 TRU BY HILTON MONUMENT SIGN ADA RAMP 13 CONCRE E L9.0 SIGN BASE FRONT TERRACE WITH LOW WALL, " - FENCING, COVERED PATIO, 9 SEATING AND PLANTING THAT L7.0 EXTENDS THE FRONTAGE OF THE BUILDING TO THE STREET RELOCATED PARKING LIGHT 1 - SS S 5 SS SS SS SS SS SS - a� C UE UE EL C I TI TI_ S I CA L CC I C C I C I C 11 C C C C XIS ING I ` 0 ------ u - ---- - - - - - - - - - - + ` fit-_--- - - - - - - - - - - - - - -------------- \ 0 s `\\ �� E.tt O ` O \ 4 itt 1 ter. SCREENED MECHANICAL AREAS s L7.a CONCRETE CONTROL JOINT 3 L99 NEW T CURBSIDE SIDEWALK 2 ALONG ACCESS Ls.a 5'RAMP ALONG BUILDING UlloN TO ACCESS PARKING AND ENTRY ���oN OL PROPOSED BENCH AND TRASH RECEPTACLE BUILDING ENTRANCE PAVING 11 13 TEXTURE/COLOR CONCRETE WITH DETECTABLE WARNING AT -_KL L9.0 DROP OFF ZONE EXTRUDED CONCRETE WHEEL L9.0 STOP @ CONCRETE CURB I ACCESSIBLE PARKING STALL L7.0 PAVEMENT MARKING I 1 PB RELOCATED PARKING LIGHT o AERIAL FIRE APPARATUS ACCESS 0 m AREA 26' X 60' I 2 o CROSSWALK T BUILDING .DING ENTRANCE STANDARD CONCRETE L9.0 a _ A/C PAVING�(TYP) a 1) s ENTRY SIGN L7.0 o I� RELOCATED` PARKING LOT LIGHT 1 L8.0 11 �i B EXTRUDED WHEEL STOP @ 12 r o CONCRETE STRIP Ls.O m LIMIT OF EXISTING PAVING AND SITE IMPROVEMENTS TO REMAIN 0 a N EXISTING FIRE HYDRANT W/ 3' CIRCUMFERENCE CLEARANCE EXISTING ESTABLISHED INFILTRATION RAIN GARDEN TO REMAIN AND SERVE ALL PAVED AREAS I I EXISTING ESTABLISHED PLANTING 4-1 TO REMAIN ' ' I _ I - EXISTING PARKING TO REMAIN I I EXISTING TRASH ENCLOSURE TO REMAIN H7-. 441.56' tq4 9 t 1 .56' 12" PVC FL/. 429.6 -I- 12" PVC FL S: 429.3 ' PB I + I r I EXISTING ESTABLISHED VEGETATED SWALE TO REMAIN I � � I � I I I I i SS SS Ss TR.• 441.93' 12" PVC FL N: 428.018' 12" PICC Fl- Sk 423.95' i PROPOSED STREET LIGHT �- - ---� PROPERTY LINE (SUBJECT PROPERTY) EXISTING PARKING LOTI ACCESS LIGHTS TO REMAIN EASEMENT 4 NEW 1 RELOCATED PARKING LOT/ ACCESS LIGHT I- - - - BUILDING OVERHANG E) EXISTING LIGHTED BOLLARD PROPOSED STREET 0 TREE SDSn STORM LINE ° SS SANITARY LINE PROPOSED TREE w WATER LINE GAS GAS LINE UE UE POWER + i EXISTING TREE TO REMAIN '- - BIKE PARKING SHORT TERM I ® EXISTING STANDARD PARKING SPACE -------- (9X1 V) ---(9'X18') INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 4.6-115 O EXTERIOR FURNITURE AND 4.6-120. EXISTING AND PROPOSED COMPACT PARKING PB PLANT BED C� SPACE (8'X16' OR 9`X16'-6°) INCLUDES WHEEL STOP TO MEET REQUIREMENTS OF SDC 4.6-115 ADN 4.6-120. WHEEL STOP ADA PARKING SPACE (9'X18') INCLUDES WHEEL STOP TO MEET---- , REQUIREMENTS OF SDC 4.6-115 �� VISION CLEARANCE AREA AND 4.6-120. EXISTING EXTENDED PARKING FOR \J, LARGE VEHICLES (9'x24') ' EXISTING INFILTRATION RAIN GARDEN L 3' cc: EXISTING VEGETATED SWALE SITE COVERAGE PARKING SUMMARY TAX LOT 500: VEHICLE PARKING: EXISTING LANDSCAPE AREA 15,104 S.F. 23% TO REMAIN 30 STANDARD PARKING SPACES EXISTING IMPERVIOUS 17,374 S.F. 260/6 2 EXTENDED SPACES FOR RECREATION VEHICLES SURFACE TO REMAIN 60 COMPACT PARKING SPACES 4 ADA PARKING SPACES NEW IMPERVIOUS SURFACE 29,483 S.F. 45% 96 TOTAL VEHICLE PARKING SPACES NEW LANDSCAPE AREA 4,149 S.F. 6% TOTAL SITE AREA 66,110 S.F. (1.52 ACRES) 100% BIKE PARKING: 2 SHORT TERM SPACES 4 LONG TERM SPACES PROVIDED WITHIN BUILDING 6 TOTAL SPACES TRANSIT -FACILITIES EXISTING TRANSIT FACILITIES EXISTING: EmX GLENWOOD STATION ON FRANKLIN BLVD, 800' EAST OF PROJECT SITE LAYOUT NOTES 1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS. 2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY OLSON & MORRIS, 386 Q STREET, SPRINGFIELD, OREGON 97478, (541) 302-9790. 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY WORK. 4. INVESTIGATE ALL EXISTING SITE CONDITIONS PRIOR TO BEGINNING WORK. 5. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES, OR RELATED FACILITIES AT CONTRACTORS EXPENSE AND IN A MANNER APPROVED BY OWNER'S REPRESENTATIVE. 6. PROTECT FROM DAMAGE ALL EXISTING ELEMENTS TO REMAIN. 7. ALL DIMENSIONS ARE TO FACE OF WALL OR EXISTING ELEMENT UNLESS NOTED OTHERWISE. ALL ANGLES ARE 90 DEGREES UNLESS NOTED OTHERWISE. 8. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. 9. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR TO POURING CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. 10. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 11. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION METHODS. 12. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. 13. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. 14. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ). 15. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 16. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90* ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 17. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. 18. PROVIDE SMOOTH TRANSITION IN ALL CHANGES IN GRADIENT, DIRECTION AND RATE OF SLOPE. 19. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS WHERE INSPECTIONS ARE REQUIRED. copy siker ?\an Re\Acwj00d Ar[ pcs h P6 -+el P93ofa� Date Received MAR 14 2019 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 3-14-19 -I- LANDSCAPE ARCHITECTS SCHIRMER SAIRES z 0 W �0 �-0C0-F: ZWC7F=K ZO000¢ O Ofc'oQ0i � DC CD�aWmo� O CO zo�ozo,� V m!- OOm~Zt'"S m Ltd who=opn W n zi-t-�WO ISI (6 o�wawiGw i- LL zoaoao� T- I- -. N fn Z W N , Q O O Q': 515 �--ot � � !9 V zzaw3�� /y 040Co p YZQO W � m m o�za?t-s EDea�`Szt¢-uZi-i ,y 9i' s- w-XWut¢OW= = _ !q N V ' i. I3l w co CL uo ff MMw<3=0s �Y D M. SATRE ' OREGON z J -0M >O '. ao � � as C O u - c W N Scale: 1'=2o' -U" 0 10 20 40 Revisions # Date Description W c rn _m E a. Q ® N = mzi m O Z m '6 L7 3 ,� 0 W m ... m E- a` o v o a CO W a: x L3mO o N 2 f LANDSCAPE ARCHrrECU SCHIRMER AT R El z 0 W W W JW � Q � Z O O O W iQ W d 4 � � n ZW � tl d r >OUt-LLQ :Ci ZQUZZy F tl W Z ® 0) "t asCfl ~�K'Q02m 0 ii co �ammomg to OW-pzw� ib .40-1 i i �t ¢�OwoLLn W 0) tf) azo-F-�Wo X:3 W t� a�WQw�w (— -U- ac�i¢oZm� r C J O Z W N Q N O CD ui et q w>nw��� z�w � iiia � � (� n�F200W LLD W co tl Q n Z f it �j J La Wn%,01 W Q (� L Q W W ¢ (A = fn V to C CW) LL =w= tzQoc COW < CD a-- XST • o C' Q! D M. SATRE E-' OREGON W Z Z J X -.0o Fn 'It C Co r• m r � C7 W N Scams 1'= 2{Y - 0- 0 10 20 40 Revisions # Date Description rn w E CL Q L N > rn 3 T 0 Z 0 w I U O Q co D: Cw NG I.i. v L4m 0 o N �RP�KL\ f (11) BENNETT'S WHITE ROCK ROSE _�--' (2) CHEYENNE SKY SWITCH GRASS (5) DAVID VIBURNUM (3) FOUNTAIN GRASS (6) SUNSHINE DAYDREAM ABELIA (14) TUFTED HAIR GRASS`' (6) GREEN VELVET BOXWOOD (1) BOWHALL RED MAPLE GAS GNS PS IN � • .I�:r,'.6. �.awLMf�.�iylY.�'�r��_` ��.L �'�:�i �I �I ��sl� 1��`1_ 99 (16) MEXICAN FEATHER GRASS `\ (17) MOUNT VERNON LAUREL\r1 (7) RIVERINA THOMAS FRENCH LAVENDER (3) SPRING BOUQU& VIBURNUM (8) FOUNTAIN GRASS (1) OTTO LUYKEN ENGLISH LAUF (9) DAVID VIBURNUM (5) NORTHWIND SWITCH GRASS (8) MOUNT VERNON LAUREL (3) OTTO LUYKEN ENGLISH LAUF - SS SS C C I C1 C11 — REQUIREMENTS L1 LANDSCAPE STANDARD ENHANCES OPEN AREAS BETWEEN BUILDINGS AND IN — ��— REQUIRED SETBACKS. L1 REQUIRES A MIXTURE OF TREE, SHRUBS AND GROUNDCOVER PLANTS INCLUDING: _— -- • 1 LARGE TREE PER 30 LINEAR FEET, 1 MEDIUM TREE PER 22 LINEAR FEET OR LANDSCAPE AREAS. 1 SMALL TREE PER 15 LINEAR FEET FOR EACH 1,000 S.F. OF LANDSCAPED CONCRF E AREA. SIGN BASE • 2 HIGH SHRUBS OR THREE LOW SHRUBS PER 400 S.F. OF LANDSCAPED PLANT BED AREAS INDICATED ON THE PLAN. THE IRRIGATION SYSTEM AREA. • GROUNDCOVER PLANTS OR LAWN SHALL COVER THE REMAINDER OF THE NEED NOT PROVIDE WATER TO UNPLANTED AREAS. IRRIGATION TO BE LANDSCAPED AREA. AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. L2 LANDSCAPE STANDARD SCREENS DIFFERENT ABUTTING USES AND PARKING LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, INCLUDING THE LOTS. L2 SCREENING SHALL BE SET BACK IV ALONG THE FRONT PROPERTY USE OF WEATHER TRACKING CONTROLLERS AND DEVICES. THE LINE AND T ALONG THE REAR AND SIDE PROPERTY LINES. L2 REQUIRES IRRIGATION SYSTEM SHALL BE MAINTAINED AND OPERATED IN A MANNER ENOUGH EVERGREEN SHRUBS TO FORM A CONTINUOUS SCREEN THIGH WITHIN THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHILE 2 YEARS OF PLANTING. ADDITIONAL REQUIREMENTS INCLUDE: MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-OFF. 1 LARGE TREE PER 30 LINEAR FEET, 1 MEDIUM TREE PER 22 LINEAR FEET 3. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION OR 1 SMALL TREE PER 15 LINEAR FEET FOR EACH 1,000 S.F. OF PER OWNER) WITH MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION LANDSCAPED AREA. DEVICE, AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER • 10 FIVE GALLON SHRUBS OR 20 ONE GALLON SHRUBS PER 1,000 S.F. OF OWNER), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS LANDSCAPE AREA. SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 • GROUNDCOVER PLANTS SHALL FULLY COVER THE REMAINDER OR THE SAM SERIES OR APPROVED), AND/OR APPROVED ROTOR HEADS. ALL LANDSCAPED AREA. VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR L3 LANDSCAPE STANDARD APPLIES WITHIN PARKING LOTS, INCLUDING INTERIOR APPROVED). COURTS. AT LEAST 10% OF THE INTERIOR OF THE PARKING LOT AREA SHALL BE LANDSCAPED. REQUIREMENTS INCLUDE: Dwarf Fothergilla • 1 LARGE TREE PER 4 PARKING SPACES OR 1 MEDIUM TREE PER 3 PARKING SPACES. Riverina Thomas French Lavender • 1 SMALL TO MEDIUM SHRUB PER PARKING SPACE. • GROUNDCOVER PLANTS SHALL COVER THE REMAINDER OF THE Otto Luyken English Laurel LANDSCAPED AREA. INFILTRATION RAIN GARDEN AND VEGETATED SWALE PLANTING PER 100 S.F. OF Percy Wiseman Rhododendron FACILITY (PREVIOUSLY CONSTRUCTED) IRRI SCHEME 1:100 GROUND COVER PLANTS. Co • SCHEME 11: 80 GROUND COVER PLANTS, 2 LARGE SHRUBS, 4 SMALL SHRUBS, 1 EVERGREEN TREE. Bo • SCHEME 111: 80 GROUND COVER PLANTS, 2 LARGE SHRUBS, 4 SMALL SHRUBS, I DECIDUOUS TREE. (7) RIVERINA THOMAS FRENCH LAVENDER (6) SUNSHINEURM BL CK EYED S 1 (6) GODLSTURM BLACK EYED SUSAN I Common Name IRRIGATION SYSTEM NOTES (8) MOUNT VERNON LAUREL TREES (6) SUNDANCE MEXICAN ORANGE 1. NOTE: PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED (6) RIVERINA THOMAS LANDSCAPE AREAS. FRENCH LAVENDER Matched, evenly branched (20) MEXICAN FEATHER GRASS 2. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED LAWN AND (10) MOUNT VERNON LAUREL PLANT BED AREAS INDICATED ON THE PLAN. THE IRRIGATION SYSTEM ' NEED NOT PROVIDE WATER TO UNPLANTED AREAS. IRRIGATION TO BE 2" cal. AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. { LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, INCLUDING THE 2" cal. USE OF WEATHER TRACKING CONTROLLERS AND DEVICES. THE IRRIGATION SYSTEM SHALL BE MAINTAINED AND OPERATED IN A MANNER { THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHILE { MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-OFF. 3. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION 6 Abelia grandifiora 'Abelops' PER OWNER) WITH MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION 3 gal DEVICE, AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER 12 Buxus'Green Velvet' OWNER), ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS 3 gal. SERIES OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 17 Choisya temata'Sundance' SAM SERIES OR APPROVED), AND/OR APPROVED ROTOR HEADS. ALL 3 gal. VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR 11 Cistus 'Bennett's White' APPROVED). 11 (10) RIVERINA THOMAS FRENCH LAVENDER It 11 (10) MEXICAN FEATHER GRASS 11 11 (1) GREEN MOUNTAIN SUGAR MAPLE n (4) NORTHWIND Su WITCH GRASS (28) MOUNT VERNON LAUREL (5) SUNDANCE MEXICAN ORANGE o { S SS SS SS SS SS SS SS SS SS SS ss TR: 441.56 a - ETIS IIS 12„ PVC FL W: 429.6 ; C C C C C C C C ' Ivctr€�Sul� � � � 12 PVC FL S.- 429.3,"{ RV RV u c� " I T o I l 0 { V, ` I r 1 { SS SS ss TR: 441.93' 12" PVC FL N: 428.98' / 12" PlIr F1 Siff- 425 95' PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWNER'S REPRESENTATIVE. 2. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. 5. 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 OWNER'S REPRESENTATIVE. 6. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM FACE OF NEW IMPROVEMENT, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. 7. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. OEM L3 LANDSCAPE STANDARD EXISTING INFILTRATION RAIN GARDEN 000000000 LANDSCAPE 00000°000 a INSTALLED MEETING STANDARDS OF O°0000000 0 0 0 0 o CITY OF EUGENE STORMWATER MANUAL SECTION 2.3.9. vvvvvv EXISTING VEGETATED SWALE: vvvvvvv a INSTALLED MEETING STANDARDS OF vvvvvv vvvvvvv CITY OF EUGENE STORMWATER vvvvvv MANAGEMENT MANUAL SECTION 2.3.12. J• W W " ESTABLISHED RIPARIAN LANDSCAPE • PLANTED WITH NATIVE SPECIES. LEGEND I 4„ EXISTING TREES TO REMAIN EXISTING SHRUBS AND GRASSES TO REMAIN ° PROPOSED TREES PROPOSED SHRUBS AND GRASSES Qty. Botanical Name Common Name Size Comments TREES 1 Acer rubrum 'Bowhall' Bowhall Red Maple 2" cal Matched, evenly branched 3 Acer saccharum 'Green Mountain' Green Mountain Sugar Maple 2" cal. Matched, evenly branched 1 Ginkgo biloba 'Magyar Maygar Tree 2" cal. I Evenly branched 2 Nyssa sylvatica Black Tupelo 2" cal. IMatched, evenly branched SHRUBS 6 Abelia grandifiora 'Abelops' Sunshine Day Dream Abelia 3 gal 12 Buxus'Green Velvet' Green Velvet Boxwood 3 gal. 17 Choisya temata'Sundance' Sundance Mexican Orange 3 gal. 11 Cistus 'Bennett's White' Bennett's White Rock Rose 3 gal 7 Fothergilla gardenii Dwarf Fothergilla 3 gal. 43 Lavandula intermedia 'Riverina Thomas' Riverina Thomas French Lavender 3 gal. 3 Prunus laurocerasus 'Otto Luyken' Otto Luyken English Laurel 3 gal. 6 Rhododendron 'Percy Wiseman' Percy Wiseman Rhododendron 3 gal. 2 Vaccinum 'Sunshine Blue' Sunshine Blue Blueberry 3 gal. 10Vibumum cariesii Korean Spice Vibumum 3 gal. 15 Vibumum dm4dii David Vibumum 3 gal. 0- 3 Vibumum plicatum tomentosum Watana Doublefile Vibumum 5 gal. m 3 Vibumum tinus 'Compactum' Spring Bouquet Vibumum 3 gal. PERENNIALS 9 Helleborus 'Cotton Candy' Cotton Candy Hellebore 1 gal. 3 Z 2 Iris sibirica'Bennerup Blue' Bennerup Blue Siberian Iris 1 gat. 3 tris sibirica 'Aqua Whispers' Aqua Whispers Siberian Iris 1 gal. 6 Rudbeckia'Goldstrum' Goldstrum Black Eyed Susan 1 gal. ,0 3 m w is GRASSES 14 Deschampsia cespitosa Tufted Hair Grass 1 gal lZ 70 Nassella tenulssima Mexican Feather Grass 1 gal I. 27 Panicum virgatum 'Northwind' Northwind Switch Grass 1 gal 11 Pennisetum alopercuroides Fountain Grass 1 gal. FERNS 6 Polystichum munitum Sword Fem 1 gal. GROUNDWVER InA I Prunus laurocerasus 'Mount Vernon' IMount Vemon Laurel 13 gal. R te, copq $11-IR-�����-�/�a SLS Ptd K04 AkLpeSVx 'PaW 5 off- ,t4 Date Received MAR 14 2019 trig VA LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 3-14-19 �rll ♦ LANDSCAPE ARCHITECTS + �SCHIRMER HIM z 0 w u, N 2 ° O of w � w ¢ wwaE�9 ZwZTP 015o� ix 15 r a.000 p z` Woy d U` oawzZm � r, tfi z�...�c�wZ O ; to TO- r 2¢ O a ai N (� OD w>-mwvwJ �n a.wmn V O x0��zwfcng, m vm'-z x C Nt a<owoon W iizr-F-ywa ¢oow��x W tx6 LL Q�waw�w rE Jm In Zw Ny Q N ® O irms�Eow q T :W:, x 0 W CO Z N E ii {:i i FwW m V mow-- ¢ M O O M CL vUir�i,�¢3otx- s f s D M. SATRE E- OREGON Q j >C) �. m 0 LL, c 0. �- t N Scale: 1• = 20' - 0' 0 10 20 40 Revisions # Date Description m �W �>_ 0- 0 N m �' V5 Q' 3 Z m V ,0 3 m w is lZ 0 0 0 I. a w 0 w cc a w w o' L5mO o E----------- I --- ss ss SS UE UE UE UE UE UE UE UE UE UE C C C C C LEGEND PROPOSED STREET LIGHT CONCRE E PER CITY OF SPRINGFIELD STREET LIGHT SIGN BASE STANDARDS a NEW PARKING LOT! ACCESS LIGHT (� LOCATED AS SHOWN 20'-0" POLE �8 0 GAS -- - PHILIPS GARDCO ECOFORM AREA LED ECF GA xx EXISTING PARKING LOT IACCESS GAS �-' - LIGHT RELOCATED AS SHOWN 4 20'-0" POLE L$.0 PHILIPS GARDCO ECOFORM AREA LED ECF P`S - AA PARKING LOT LIGHTING INSTALLED LOCATED @ WETLAND 12'-0" POLE. PHILIPS GARDCO ECOFORM AREA LED ECF BB PARKING LOT LIGHTING INSTALLED {� y 20'-0" POLE PHILIPS GARDCO ECOFORM AREA LED ECF +eswIo6. Q fam ' A t� CC PARKING LOT LIGHTING INSTALLED ` � - - `C ` R IGAIION IGATION LOCATED @ RAIN GARDEN IR ` {�i II fiE . w 0 � � MOM � GONTR roNTR PHILIPS GARDCO ECOFORM AREA LED ECF to ® @6 Lt m 3 C OXOX�X =� DD BOLLARD LIGHT INSTALLED — 0 commmm®� � �"� ) & ® LOCATED@ EDGE OF PHILIPS HADCO LED BOLLARD R 6 wua�xe' o C — 1 00t� wow ( EXISTING PARKING LOT ADJOINING C31�9 Q 6� NMI o I PROPERTY DOLOR n • 0.2 i FC _ SOUL t� o00o i C _ -- I XX � � I 18 ! \ tt } !p E C C{ 4 C C CIC C C C C C C \\ 5 XX I I i D O i f 0.5 FC i � } i I 0.5 FC i C C ICC C C - C s i C FC C C s 'i i x -- r I � -- �---------— — — — --- ---- — y —� : 3 s DD cc C ' r i UP f � { 025 FC ' 025 FC ` y I FC s — �i�V�' EL C ic i �t ul �.------------------ i `� ► s� a # ♦ \ ',l c w � o ♦� \ i F LLI \ \ � �i•jj' c� f G /f IIN I Ss # } s I TR: 441.56' l ?\ 1 12" PVC EL W: 429.6 ' I • ` 12" PVC EL S: 429.3 I ( 1. i'} I I y , i i � S 1 I ' t I I % .0 I � I I SS SS ss — T)?.- 441.93' 12 " PVC EL N-428.08' 12" PVC. FL SW- 425.95' Fj- � C, g11Aq-00 5i1-e� �Ir�-n Rev�e�,J-n�.a:jaY �pesh P� pg �oFa�Y Date Received MAR 14 2019 original Submittal Y. 0 LA" USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 3-1419 e� + LANDSCAPE ARCHITECTS + SC H I 1NI 1 WE' z 0 w w w � ~ JW U a QII m 2, waW��a T >OUF-u-Q Ot� wzWw�-m � � O zQ�_zzrn "'tQ= oyz O ® 6—QV—.��OJ2 Q d � I% cO 0 Cfl w}n.wUw!� rnwao2M OwOw� � U U — m~ Z x c 'a' QQOwO�n LU az6-6-rnwo O X UOOw�=� F- _LL Qvaozm� r E '•-.� ZZ H NCp "v V w>aWxo� U) N > x Man awwe2! W U3 co � � wo-waowQ N f = 7 i w=,zx� Q C mai'-�o�Q U � Lu jr M xx to d onnz oocow Q3o�-- r' u M. SATRE OREGON Q J o ACt T AM L. O ® V- V uj N 5cate: 1'= 20' - Cr 0 10 20 40 Revisions # Date Description a m caE a� L NCD 7 C7 m CD CA E V C Y (D 9L D U a a L6mO MIA' 34" 1/4"X 2" 01/2" DOIVIETOP WITH HINGED FLAP OPENING ALL WELDS GROUND SMOOTH �- 1t2' ROD 1/4x 1-1R" RINGS (2 PLACES) 1/4 x 1-1/2" STRAPS W/ 3/4" SPACE 1/4" X 1-1/2" BASE RING 16"+►f (TOP REMOVED FOR CLARITY) TR -1224 Trash Receptacle Dome Tap with Hinged Flap Opening TRASH RECEPTACLE NTS ^^'•^^r" , FLUSH 12 L8.0 &RHANG CONCRETE 12 3P LS.O PARKIN( SCALE 114"= 1--0` co co N SPECIFICATIONS MATERIAL The TK -12.24 trash receptacle shall be fabricated with 1/4 x 1-1/2" mild Steel vertical slats welded to 1/4 x 1-1/2:' hoops. Flared straps shall be welded to 1/2" rod. All steel Shall conform to A5TM A36 hot rolled steel and shall be wheelabrated prior to fabrication. All removable and hinged tops come with a vinyl coated Stainless Steel Security cable. Liner Shall be 20 gallon metal can powder coated to match the receptacle. Anchor botts by others WELDS All welds between flat Straps Shall be smooth, continuous fillet welds ground Smooth where necessary, to remove any burs or sharp edges. Where flared straps meet 1/2" rod, all welds are ground smooth for appearance. PRMCnVE COATINGS Following fabrication the receptacles shall be cleaned and treated with a five stage iron phosphate proccos prior to the coating application. The protective coating shall be either polyester or polyester TGIC powder applied by the dry electrostatic method. The resultant coating shall be minimum of mills thick on all surfaces. OPTIONS Hinged side opening door ?ops. Flat, ash dome, spun dome, hinged dome, hinged flat, dome top w/hinged flap Keyed lock: for hinged versions REVIO-20-10 FairWeather Site Furnishings 360-895-2626 or Toll Free 800-323-1798 Port Om -hard, Washington Civs9-x010Lead" inc F4hM1cwha Site Fumisfiiw> 1 diTS-am. FLUSH 12 L8.0 UERHANG CONCRETE 12 )P L8.0 PAR —ARKING SWALE/PLANTER (CONSTRUCTED SCALE 114" =1'-0" METAL FENCE a- #4 REBAR, HORIZONTAL @ TOP, BOTTOM AND CENTER Z 8"x 8" x 16" CMU BLOCK CORE FILLED -� BLOCK OPTIONS: • GROUND FACE STANDARD WITH DRYVIT TO MATCH BUILDING IX #4 REBAR, VERTICAL @ 24" O.C. O L- COURTYARD PAVING/ WALK 1 Q FINISH GRADE SEE O GRADING PLAN 0 n �- ' 1 "a • 000 O©00000 O 0000000 tWQ 00000Q00000000000©000 FENCE AND EQUIPMENT SCALE 1/2" =1'-0" ff-re—J, W-1,11. CIaSSlC eI"1@S �r ®1 BIKE RACK: RADIUS PIPE BENDING, 541.998.9700, www.radiuspipe.com o RPB HOOP STYLE MODEL -24" DIA. ROUND • 1-7/8" OD ASTM SCHEDULE 40 STEEL PIPE. • HOT DIPPED GALVANIZED FINISH x 1` Model CR -138. Classic Series Bench 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 NOTES: 1. LOCATE SIGN 30" FROM WHEEL STOP UNLESS SHOWN OTHERWISE ON PLAN. GALV. STEEL CAP. TACK WELD TO SECURE. VEHICLE PARKING CONTROL SIGN (117-8) "VAN ACCESSIBLE" SIGN (R7 -8P) FOR TWO VAN STALLS 2 318" 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. FLAT CAP — TOP OF WALL - SEE GRADING PLAN RAIL BRACKET CAP. WILLAMETTE GRAYSTONE 416GT213 CONCRETE U CHANNEL — SLOPE PAVER CAP. GRIND ALL EXPOSED SURFACES. MORTAR TO CONCRETE BLOCK. COLOR TO MATCH WALL, 112" CHAMFER ALL EXPOSED EDGES. SQUARE POST - 314" PICKET — CAST IN PLACE CONCRETE FOOTING WITH -#4 24" O.C., KEEP 2" CLEAR OF BOTTOM 3- #4 REBAR CONTINUOUS 314" MINUS COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 COMPACTED OR UNDISTURBED SUBGRADE RAIL BRACKET U CHANNEL — CAP --� 8'-T TYPICAL. MOUNTING: • CORROSION AND VANDAL RESISTANT EXPANSION ANCHORS, MIN Y" DIA • 4 EACH BASE PLATE BASE: MINIMUM 4" CONCRETE SLAB 0°0°0°0°0°0°0°000°0°0°0°0°00 0 00 00 00 00 00 00 00 00 00 00 0 n n C}_ O„0 ,00 BIKE HOOP NTS 7 ACCESSIBLE STALL SIGN L7.0 EXTRUDED WHEEL STOP 12 L9.Q 4" WIDE PAINTED — STRIPES ON STALL & AISLE - WHITE =a N PAVEMENT STENCIL 3" MIN. STROKE WIDTH - WHITE z ao N 24" MIN. SEE PLANS FOR WIDTH SEE PLANS 'FeFOR WIDTH ACCESSIBLE PARKING N.T.S. i W 0 O W z d W W CID NOTES: 1. APPLY AS SPECIFIED 2. SEE PLANS FOR LOCATIONS. MONUMENT SIGN NTS ENT SIGN AND ENTRY SIGN ELEVATIONS FENCE NOTES: 1. METAL, POWDER COATED FENCE 2. SEE SITE PLAN FOR LOCATION AND POSITION. FENCE MANUFACTURER OPTIONS: CLASSIC PREMIER FENCE UNIVERSAL 3 -RAIL, 3' HEIGHT Master Halco, Orange, CA Phone No.: 500- 15 %~.mastethalco.=n AEGIS PLUS, MAJESTIC STYLE FENCE 3 -RAIL, T HEIGHT Amerislar Fence Prodcuts, 7025 S, 193rd St. Kent, Washington 98032 Phone No.: 588.333-3422 www.ameristarfence.com FOOTING GROUTED INTO WALL WALL SIGNAGE MATERIALS AND ENTRY SIGN ENGINEERING TO BE PROVIDED BY TRU BY HILTON FRANCHIISE ♦ LANDSCAPE ARCHITECTS -1- R 1 1 01 U FOOTING GROUTED INTO WALL WALL SIGNAGE MATERIALS AND ENTRY SIGN ENGINEERING TO BE PROVIDED BY TRU BY HILTON FRANCHIISE 1 O RAMP _ SCALE 314" =1'-0" ♦ LANDSCAPE ARCHITECTS -1- 1 1 Z 0 W W 1-1/2" DIA. PIPE RAILING PRIMED AND PAINTED SET IN CONCRETE FOOTING ALONG THE aa�+ia4s - 0 =I- WO W��Q Z>rc�-!o =� WZ EDGE OF RAMP WITH 'SIMPSON' 'SET - HIGH STRENGTH EPDXY oo¢ zoIV W-0 to Z 0 (M� (fl 1 �i- W>R W C9O(D=�oz�.,� m 38'. C It �a. 8" Uj X 9 W -n : == W co c¢i6z.- I- U- Z U Q O n O �'- !_ Q d CO COO irm�w�ow (��j U) '� U zaww3�� W VI- 40 M V W m = j C6 OrnZD:ZFo + e! \ v1 LO 0 V3 U) CV) 9. — LANDING I RAMP SURFACE, SEE GRADING PLAN O • EQ. D M. SATRE TT A �eAOREGON cAq 4d 00000 00000000000000000000000 0 ' 000000 C? "� C®r a E�1a 1 I a CL-- CU a e C 3M 8" DIA EXTEND POST AND SET IN CONCRETE 1• FOOTING W s 1T?\ ? TA"I" 1 O RAMP _ SCALE 314" =1'-0" 0 ♦ LANDSCAPE ARCHITECTS -1- 1 1 Z 0 W W aa�+ia4s - 0 =I- WO W��Q Z>rc�-!o =� WZ r CL oo¢ zoIV W-0 to Z 0 (M� (fl '�'R�<oa�Nr, UW OD W>R W C9O(D=�oz�.,� m 38'. C It 2 ¢¢Ow Own 15P 20- Uj X 9 W -n : == W co c¢i6z.- I- U- Z U Q O n O �'- !_ Q d CO COO irm�w�ow (��j U) '� U zaww3�� W VI- 40 M V W m = j C6 OrnZD:ZFo -,'gz�W- e! wawaowd LO 0 W JZQ' Q =aa U) CV) 9. WWF<�o� NSU O • D M. SATRE � �eAOREGON cAq Z a J �,. in O C W UjSU 1• M GO Revisions # Date Description m +A E n Q `m ' t � i m ,n a E 3 z m V ,s R IL` 0 L7mO 0 PHILIPS ,,T7, ,DO ti eC Tru by Hilton � k tzatzcr r_at- ECF14215LA-641A-NW-XX-NP E F 14215LA-641 A -N W -XX -N P Philips Gardco EcoForm LED luminalre combines economy with performance.. Capable of delivering up to 20,000 lumens or more in a compact, low profile housing, EcoForrn offers a new level of customer value, EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional boles in most existing poles. Integral control systems, Including motion response and wireless controls are available for further energy savings during off peak hours, Atolls CordroLs Mounting (UNV,120.20S.240g277). 6. Not conflevalttevrahType 5(5)Optics, ECF 7. not cotfigurauc with 120-277V(IfNV) Vottare., EcoFoms Standardlummairedeavebtant) Standard DIM 2 0-IOV Dirmng 2(A80 ANY 2@90 AuloProhkaDmimme 2P,90 APD-MR01 3 AutoPmfrloDimmingand , 3@30 Motion Response Override i 3@120 t potemou.edmorianscns� Y- l20 APD-MRVr 4 1 APD with Motion Response 4@90 Ovemdolummaire sensof = T4 4" ODTenon INS I MRt1s y F Motu Respomeat tndudidudi�mt tgsuda e 50% low tunnairesensor conduitrear MRSA' entryperttatted M,otionResponseat50tloco MA i polemou.edsenstx Mast Arm Fitter LimeLrobt Wireless Contrerts 4 (feentues231V ELC2r" #Nensfos 8-15 O D Masl Ann) mountedheights 0C LLC3n #31ensfori5T5' matin F 4. hde See Fate On atatiert ittaat ow £ mtwntedheights LLC414 #4tensfor25.40' GM -080-19 Single - 1.9" OD mounted heights ° exampte: ECF-APD-MRO-1-4-75LA-NW 120 -NP -LF Oattdf ` Swemi Wattase CotorTemp Voltage Finnish opttans t4_.� ist.n•:s41o� �NW� €�.....� ,�NP _._i N �... ...... 2 530mA CW 120 SRP TL Tod-Lesseltfgand Tp0e2. SSLA-3253cool white 120V SionzePaiat sdtssertemov�h�iruare 3 5,700K 208 SLP i To, Termfnatilloc): 00L70CR1 OBY lckaType3 ISs werrwlshield (nwmmal) 4 700nsA 240 WP LFT LineFuL+ TYke4 ' 70LA-32701 Nevifalwhate; 24U ;White Paint LfGJ LneFusirtglaCetada 5 105LA-4870 4,OOOK 277 N 1 PCra Reccptaciew5lhlYsdoce0 Types 13SLA-6470 ' 70CR1 ` 277V Aluminum 1D,`0mA : (rrarrtral) = 347 (sncludespCRS) 105LA 2N1'=WWs 34R€ ClxG-4 -1. PSS°* Phot ett6uttcn 160LA-481A Warmvlhte 1480 Specifyoptwrd PCRSd KPhotocell Receptadeonly 21SLA-"A 3,OOOK . 480V colorotRAL. z Arth2dinumetgconnections, 70CRi 11PfV (exrOC-LGP ; PLR7{PlPhotocell Rteceptadeonto ei-OC RAL7024) f £mmural3 120-277V wth 2durnineand2 5£Ntx160hx SC anithayctmnections i Specialcolot s RAM Retrofit Ann Mount kit HVU specdy.rMst 147-480V ? supply colorchip.E PTF2r PoleTopitter 50bzl60hz i Requires factory ; fcc2Tts"-3 Tenar quote. PTF311 Pole Top Filter PTF4r PoteTop Flier - 1101 31b'4 -Tenon RPAu RoundPoteAdaiter BD Raid Deterrent (heklinstalledonty) I Available in120V--277VVoltaeeSotily 5 Contact factory for road times onwafroWtno, (UNV,120.20S.240g277). 6. Not conflevalttevrahType 5(5)Optics, 2, MR50 and APD -MRO fumlikait tegtlire lir nt{3Si 7. not cotfigurauc with 120-277V(IfNV) Vottare., senscrWpoie.ofdererlseparately, See page 2for Voltage must beNseelriccl ACCeSSdr 106 Available in t20V or WX Only. S. Not Confretsatfc with 480V(480) Voltage. 3 ECF -AIR reQLlteSOUtbOdrts{ilsensoriube"usedwith 9. W0riiS lfi3-PmV5-PtnNEMAptiotocell/ Teimtrial Sksck (TS) Option, dtrnmfnptl0vK0, 4, Lt.C?itkC l 4W:rgtesSCtrlrol5carerC# TO.2foderedtvithUM,APta.MR%,MR50AP0-M;Z, confVwatdev011iPCJPCB/P W R7OCti(xis APD-MRO,d;mm W(1 not beccitr*tledtoNE-MA eC'pa(L 7-$rt3r maretist{t. receptacle-.. EcoRxm_ECF LED 07/16 pagelof $ 20' It, WoAsysth3-pm NEMA"iXellidinifMiV idinifM device aril atxlwycormett ons are ru)t wrinected (kyr funife tiseordy) l2 rlotecsnr�urahfew!!h3€r%tZtk£3t�t20}t.4totafftmp 13. Noadaptorregtsredfor 4'rowdpores, RPAs pnisocled write Slack Paint stardard. PARKING AND ACCESS LIGHT 'XX' AND 'ZZ' NTS job: Marriott LOCATION: PARKING AND Types ACCESS Notes: 20 Foot Natural Aluminum Paint, Single Head, Single Drill SSS420-11-D1-NP P®li'S 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 DRILUNG FiNISH OPTIONS SSS4 20' 4" 11 D1 NP Enter the order code into the appropriate host 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. HEIGHT SIZE GAUGE DRILLING Pp ISSS4 I 10' =4 7 DI I way iT F 11 D2 2way Infmnationon 14' BLP D2@90 2 Way at 90° cp"Plirw Is, WP D3 3 Way hidcate dze (1/7, 314",1",1 1W,1 112".) Iterate 20' NP D4 4 Way toot atxxe base and alentatIM to hared tide. Sae Motion Response System GV T2 2 3/8" ODTenon L 25' = T4 4" ODTenon r 2-6"CENTER OF POLE TO 30' FPGV Finished Paint over co N -4 U w>aW�iw m W m Galvanized (spedtyciclar) EDGE OF PAVING OR BACK MSM Motion Sensor Mounting W 00 w >;ra�Z00 zi OF CURB FINISH OPTIONS gsrwHly® "h LANDSCAPE ARCHITECTS -F Pp Prime Painted FES Festoon Oudot for Festoon OXotSarfAddt+analHand Holes; rndatetwftatime AHH Additional Hand Hole base and onerda m to choral hand hots S e FNe Orwi alrart BRP Bronze Paint Infmnationon fte4. BLP Blade Paint cp"Plirw Motion Response Provisions WP White Paint hidcate dze (1/7, 314",1",1 1W,1 112".) Iterate GMR Provision for Gardco HID NP Natural Aluminum Paint toot atxxe base and alentatIM to hared tide. Sae Motion Response System GV Galvanized (NoF�u) tai Qu7Yataat Information on Fie 4. Miwraitt We Herdt is 1tY. tris a 1/2" oagltg = O CL Coupling - Internal thread paced 180° to the hand hole, l2' aW a the pde bam FPGV Finished Paint over co N -4 U w>aW�iw m W m Galvanized (spedtyciclar) iFllgle 1lottnt @ttilh4rst..Bcasketf MSM Motion Sensor Mounting W 00 w >;ra�Z00 zi W Provision for LED w d' L fn L WXw¢Owi icy 3" • COMPACTED THICKNESS 3/8" DENSE GRADED HMAC. COMPACT TO 91% RELATIVE COMPACTION. ASTM D2041 RICE. * NOTE: 3' COMPACTED THICKNESS IN PARKING AREAS. 4Y- COMPACTED THICKNESS IN DRIVE AISLES AND ALL FIRE APPARATUS AREAS. • • • • • • • • • • • • • • • • • • • • • • • AC PAVING N.T.S. NOTE: 1. LOCATE BETWEEN ALL POURS. 12" OF 1 1/2- MINUS CRUSHED QUARRY ROCK COMPACTED AT 95% RELATIVE COMPACTION ASTM D1557 OR AASHTO T180 (MODIFIED PROCTOR) GEOTEXTILE FABRIC MIRAF150OX OR EQUIVALENT, OVERLAP EDGES 18' MINIMUM, NO WRINKLES. COMPACTED OR UNDISTURBED SUBGRADE CONCRETE CONSTRUCTION JOINT 1/2" RADIUS TOOLED CONCRETE /�—EDGE, TYP. • CONTROL OR EXPANSION JOINT 8 X #3 SLIP DOWEL @ 24" O.C. AND 6" FROM EACH END CONSTRUCTION JOINT LOCATIONS: NEW POUR, TO EXISTING CONCRETE CONDITIONS OR TO FUTURE 3/4" MINUS COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 COMPACTED OR UNDISTURBED SUBGRADE NOTE: 1. PROVIDE EXPANSION JOINT AT ADJACENT WALLS. 2. REMOVE TROWEL MARKS. *6" CONCRETE AND 12" BASE COURSE @ VEHICLE AREAS CAST IN PLACE CONCRETE • MINIMUM OF 3500 PSI • BROOM FINISH • STANDARD GRAY • FOR LOCATION OF SCORE JOINTS OR EXPANSION JOINTS, SEE SITE PLAN AND LAYOUT PLAN #4 BAR 16" O.C. BOTH WAYS WITH A MINIMUM CLEARANCE OF 2". A CONTINUOUS BAR MUST MAKE UP CORNERS. CONCRETE PAVING N.T.S. N.T.S. V J N.T.S. 2 - CONCRETE PAVING L9 0 - CONTROL JOINT 6" 1' A.C. PAVING •r r • r •- r r r RI�IF�:Co3:7�17 CO co - 3/4" MINUS COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 - COMPACTED OR UNDISTURBED SUBGRADE 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 e� `��0�' • 'f►•• •�_�'•••••_••••_• CONCRETE CURB OR PEDESTRIAN LOADED CONCRETE PAVING 12 v/ EXTRUDED CONCRETE WHEELSTOP L9 0 I A/C PAVING 314" MINUS COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 COMPACTED OR UNDISTURBED SUBGRADE CURB & SIDEWALK a EXTRUDED CONCRETE WHEEL STOPS @ CONCRETE CURB N.T.S. aJ N.T.S. EXTRUDED CONCRETE WHEEL STOP (6- x 6"x V-0') MINIMUM 2500 PSI CONCRETE 2 -PART EPDXY SUITABLE FOR BONDING WET CONCRETE TO PAVEMENT CAST IN PLACE CONCRETE MINIMUM OF 3000 PSI #3 BAR 10" O.C. EACH WAY WITH A MINIMUM CLEARANCE OF 2. A/C PAVING 314" MINUS COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 950/a OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 COMPACTED OR UNDISTURBED SUBGRADE CONCRETE i 2 EXTRUDED CONCRETE WHEEL SCALE 314" =1'-0" * 8" CONCRETE AND 12' BASE COURSE @ VEHICLE AREAS Varies _W� a .k tV O O Oa 0 0 0 0 0 0 0 G 0 c °o°O°O°O°o°O°o°o°o°O°o°O 0 0 0 0 0-0— 0 0 0 0 0 0 � v1 SCALE 3/4" NOTE: 1/2" RADIUS TOOLED CONCRETE 1. LOCATE WHERE SHOWN. EDGE, TYP. JOINT DEPTH MIN. 114 SLAB THICKNESS e SUBSEQUENT CRACK DUE TO SLAB 44 a WEAKENING a a d a a a ea >°o°000°o°odo°o°o°o°o _ O O O O O �� ��--^v 3/4" MINUS COMPACTED CRUSHED QUARRY d O O O O O O O 000 O ROCK, COMPACTED TO AT LEAST 95% OF THE )d00000d0d0d0d0d00000 MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 CONCRETE CONTROL JOINT N.T.S. NEW CONCRETE PAVING 3/4" MINUS COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 950/o OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 COMPACTED OR UNDISTURBED SUBGRADE CAST IN PLACE CONCRETE MINIMUM OF 3500 PSI FINISH: FRACTURED SLATE, RANDOM INTERLOCKING PATTERN COLOR: CHROMIX 12 ADMIXTURES - G-12 MESA BEIGE SEALER:COLORCURE CONCRETE SEALER SCOFIELD COMPANY WWW.SCOFIELD.COM 800-800-9900 #4 BAR 16.O.C. BOTH WAYS WITH A MINIMUM CLEARANCE OF 2-. A CONTINUOUS BAR MUST MAKE UP CORNERS. MINIMUM 6" OF 314' MINUS COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 OR UNDISTURBED SUBGRADE COMPACTED OR UNDISTURBED SUBGRADE [dI�I�:Ct3:7 MINIMUM 6" OF 3/4" MINUS COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 950/6 OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 A1111 HSIV :k I :K1111 N.T.S. 6" 1/4- RADIUS @ JOINT REMOVE ALL TROWEL MARKS. SEE SITE PLAN FOR LOCATION OF EJ EXPANSION JOINT MATERIAL HOLD 1/2" BELOW SURFACE #4 SPEED DOWEL WITH 18" LONG #4 SMOOTH ROD @12" O.C. INSTALL AT MID DEPTH OF SLAB. SPEED DOWEL AVAILABLE THROUGH WHITE CAP CONSTRUCTION SUPPLY @ 1 -800 -WHITECAP CAST IN PLACE CONCRETE EXPANSION JOINT AND DOWEL LOCATIONS: EQUALLY SPACE EVERY 30', CHANGE OF DIRECTION, NEW MATERIAL OR AT VERTICAL STRUCTURE CONCRETE EXPANSION JOINT N.T.S. 1" #3 BAR TOP AND BOTTOM WITH A MINIMUM CLEARANCE OF T. A CONTINUOUS BAR MUST MAKE UP CORNERS. a A/C PAVING o fl CAST IN PLACE CONCRETE CURB, TYP. O ° ° ° • ALL RADII TO BE 3/4" 8" MIN. O ° O ° • PLACE CONTROL JOINTS AT 15'INTERVALS. $ems o ° ° ALIGN WITH ADJACENT PAVING JOINTS PLANTER BED OR ADJACENT PAVING FINISH GRADE 6" 1" BATTER 1" BATTER A/C PAVING N.T.S. CAST IN PLACE CONCRETE CURB, TYP. MINIMUM 6' OF 3/4" MINUS COMPACTED CRUSHED QUARRY ROCK, COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM METHOD D-1557 COMPACTED OR UNDISTURBED SUBGRADE MATCH/ SIMILAR TO RAMP ON EAST SIDE OF PRIVATE ENTRANCE, NO TRUNCATED DOMES REQUIRED ADA RAM P 1 %Jj N.T.S. OR UNDISTURBED SUBGRADE 10116" O HOLE THROUGH EMBEDMENT FLANGES (3 SECTION A A PER FLANGE) 00000 000000000 000 0000 0000000 00 DOME 00000000 0 00 000 00 600 000 00000 0 0000 000000000 00000 000000000 000 0000000000000000000 00000 000000000 000 0000 0000000 00 000 00000 O 10116 -!?THOLE THROUGH 000 0000 INTERNAL EMBEDMENT-7EMBEDMENT FLANGES (3 00000 0000000 o FLANGE AT 3" C/C PER FLANGE) SECTION B -B DETAIL 1 DETECTABLE WARNING N.T.S. F*, of � �- DETAIL 1 ♦ LANDSCAPE ARCHITECTS f A DOME 1 1 0000 Z 0 W w WowQ 0000000 J W � � < 2O W Q - Q w W a Zwc �=Z¢U— CAST IN PLACE DETECTABLE WARNING TILE: oQ ZZ 00 000000000 OD W>-awOw!N O_ W ®2mmw OCD �= O w O 2 W_ < �R V U[D ~z • ARMOR TILE ADA -0-2424 24"X24° • MANUFACTURED BY ENGINEERED PLASTICS, INC. (1-800-682-2525, www.armor-ble.com) • COLOR: DARK GREY 9 00000 00000000000 0 0 00000000000000 00000000000000 0000000000000000000000000000 B o N • INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS �'zw�Nw¢= * 6 ®6 6 0 0 0 0 0 0 0 MV;C-6= X W <0w = OW= its V)(ti Q w W w w WS (A (DU Co.- _ C w`-?MFza U C U) M CL =W=}?o= 0= w < mw3:v��¢�0r y A 2 -0W 2'-0" PLAN - TILE 10116" O HOLE THROUGH EMBEDMENT FLANGES (3 SECTION A A PER FLANGE) 00000 000000000 000 0000 0000000 00 DOME 00000000 0 00 000 00 600 000 00000 0 0000 000000000 00000 000000000 000 0000000000000000000 00000 000000000 000 0000 0000000 00 000 00000 O 10116 -!?THOLE THROUGH 000 0000 INTERNAL EMBEDMENT-7EMBEDMENT FLANGES (3 00000 0000000 o FLANGE AT 3" C/C PER FLANGE) SECTION B -B DETAIL 1 DETECTABLE WARNING N.T.S. F*, of � �- ♦ LANDSCAPE ARCHITECTS f 1 1 Z 0 W w WowQ J W � � < 2O W Q - Q w W a Zwc �=Z¢U— >O50P"- IL�, r �ac;oo> ti zWwr-m oQ ZZ ® a' CO Pj&Qoa2 OD W>-awOw!N O_ W ®2mmw OCD �= O w O 2 W_ < �R V U[D ~z S i eh ¢QOwO�-a r— m Lfl wJt x�no� W o_zr'-two aoOwW@'CD 21wdwirw Wca ..LL ZU¢O:d'w r Q C) z w w aiEz�rF--�� U) CV * V Tw- =w �r� �'zw�Nw¢= V) to n r 3 z i? n MV;C-6= X W <0w = OW= its V)(ti Q w W w w WS (A (DU Co.- _ C w`-?MFza U C U) M CL =W=}?o= 0= w < mw3:v��¢�0r y D M. SATRE E- OREGON P z O J J = -0 ® t in 0 S Y - - m P r L M fA Revisions # Date Descriplim m m- 8 as m E a -Q m N .fl - 3W V M id f/D O.' E 3 z M NOTES: 1. PROVIDE SLEEVING TO ALL ALL PLANTING AREAS AS DETERMINED IN THE FIELD. 2- EXTEND SLEEVE A MINIMUM OF 1'-0" BEYOND PAVING 3. EDGES, EXCEPT WHERE THE SLEEVE IS FOR FUTURE USE EXTEND SLEEVE 24"--30" BEYOND PAVING EDGES.CAP ENDS PRIOR TO BACKFILLING. PROVIDE ROOFING NAIL MARKER AT PAVING EDGES ABOVE SLEEVE ENDS. r-- PAVING IRRIGATION SLEEVE N.T.S. IY27 DIA PAINT l SCHED WIRES WIRES FINISH 90° ELL - �-- WALL IRRIGATION CONTROLLER N.T.S. NOTE- 1. OTE1. SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. PLANT TABLET(S)- QUANTITY PER MANUFACTURER'S HIGH RATE ROUGHEN ROOTB/ PLANTING BACKFIL N.T-S. HOLD 4" DEEP MULCH 2" FROM TRUNK ROOT CROWN 4" ABOVE FINISH GRADE FINISH GRADE IF R Sl -!UT BOX LB2 WUS I YK001= NCLOSURE-GREEN MLKINS 975XL2 BACKFLOW 3REVENTER-1-1J2" 3ALL VALVE 31PE TO IRRIGATION SYSTEM V DEPTH CONCRETE PAD V DEPTH COMPACTED CRUSHED 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. N.T.S. At • A\A! ln^e%k& V^M 51/ 11 PHJ !l cnncQ 'H 1" OF N.T.S. SUBGRADE NOTES: 1. USE TEFLON TAPE ON ALL THREADED PIPE JOINTS. 2. CONSTRUCT AND INSTALL VALVE SUMP AS SPECIFIED. 3. SET ENCLOSURE ON FIRM LEVEL SUPPORT, ON CONCRETE BRICKS ON SURFACE OF VALVE SUMP. VALVE BOX. SHUTOFF VALVE SET TOP OF BOX FLUSH WITH FINISH GRADE. TOP OF MULCH LAYER UNION COUPLING EACH SIDE OF CONTROL VALVE (4) 2 -X4 -X8 - CONCRETE BRICK SET ON FIRM LEVEL SUPPORT ON SURFACE OF VALVE SUMP v CONTROL WIRES PIPE BACKFILL PIPE BEDDING IRRIGATION MAINLINE FILTER FABRIC CONTROL VALVE ASSEMBLY N.T.S. TREE TIES PLANT SAUCER Form 3" rim TREE PEDESTAL — Undisturbed or compacted subgrade IRRIGATION LATERAL COMPACTED SUBGRADE CONTROL VALVE SUMP PROVIDE 4" MIN. VALVE CLEARANCE. MIN. 4" SUMP DEPTH. AUTOMATIC CONTROL VALVE NOTES: 1. USE TEFLON TAPE ON ALL THREADED PVC JOINTS. 2. USE BOTTOM INLET ON ALL SPRINKLERS. FINISH GRADE JZT.' y/",1 N.T.S. TREE TIES Grow Straight or approved INSTALL IRRIG. HEAD FLUSH WITH TOP OF MULCH AT PLANT BEDS POP-UP SPRAY SPRINKLER Z_ oo r PVC SCH 40 TEE OR ELL IRRIGATION LATERAL SWING PIPE ASSEMBLY GUY WIRE SPACING z W J z iY z U COMPACT BASE w 4 W Co moo& MATERIAL >Nar o oil a - - SCHEDULE 40 IRRIGATION SLEEVE, (I — SEE PLAN FOR SIZE 81 LOCATION. —--COMPACT SUBGRADE IRRIGATION SLEEVE N.T.S. IY27 DIA PAINT l SCHED WIRES WIRES FINISH 90° ELL - �-- WALL IRRIGATION CONTROLLER N.T.S. NOTE- 1. OTE1. SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. PLANT TABLET(S)- QUANTITY PER MANUFACTURER'S HIGH RATE ROUGHEN ROOTB/ PLANTING BACKFIL N.T-S. HOLD 4" DEEP MULCH 2" FROM TRUNK ROOT CROWN 4" ABOVE FINISH GRADE FINISH GRADE IF R Sl -!UT BOX LB2 WUS I YK001= NCLOSURE-GREEN MLKINS 975XL2 BACKFLOW 3REVENTER-1-1J2" 3ALL VALVE 31PE TO IRRIGATION SYSTEM V DEPTH CONCRETE PAD V DEPTH COMPACTED CRUSHED 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. N.T.S. At • A\A! ln^e%k& V^M 51/ 11 PHJ !l cnncQ 'H 1" OF N.T.S. SUBGRADE NOTES: 1. USE TEFLON TAPE ON ALL THREADED PIPE JOINTS. 2. CONSTRUCT AND INSTALL VALVE SUMP AS SPECIFIED. 3. SET ENCLOSURE ON FIRM LEVEL SUPPORT, ON CONCRETE BRICKS ON SURFACE OF VALVE SUMP. VALVE BOX. SHUTOFF VALVE SET TOP OF BOX FLUSH WITH FINISH GRADE. TOP OF MULCH LAYER UNION COUPLING EACH SIDE OF CONTROL VALVE (4) 2 -X4 -X8 - CONCRETE BRICK SET ON FIRM LEVEL SUPPORT ON SURFACE OF VALVE SUMP v CONTROL WIRES PIPE BACKFILL PIPE BEDDING IRRIGATION MAINLINE FILTER FABRIC CONTROL VALVE ASSEMBLY N.T.S. TREE TIES PLANT SAUCER Form 3" rim TREE PEDESTAL — Undisturbed or compacted subgrade IRRIGATION LATERAL COMPACTED SUBGRADE CONTROL VALVE SUMP PROVIDE 4" MIN. VALVE CLEARANCE. MIN. 4" SUMP DEPTH. AUTOMATIC CONTROL VALVE NOTES: 1. USE TEFLON TAPE ON ALL THREADED PVC JOINTS. 2. USE BOTTOM INLET ON ALL SPRINKLERS. FINISH GRADE JZT.' y/",1 N.T.S. TREE TIES Grow Straight or approved INSTALL IRRIG. HEAD FLUSH WITH TOP OF MULCH AT PLANT BEDS POP-UP SPRAY SPRINKLER Z_ oo r PVC SCH 40 TEE OR ELL IRRIGATION LATERAL SWING PIPE ASSEMBLY GUY WIRE SPACING 2x diameter of roothall NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTY. DECIDUOUS TREE PLANTING N.T.S. 2X diameter of rootball NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE. CONIFEROUS TREE PLANTING DETAIL N.T.S. �c I� Gm -lq- �06bbq-"14 ��k eta km-JVt. W AAM e�PakA ♦ LANDSCAPE ARCHITECTS ! 1 z W w 41 W � -Z->Q z�C�10w¢ W ti W—Mn. Z w Ill a Z p p 0 .e. � Q W Z F m J toZ1...0 o ne ne t0 1`�'-iz'aZoa"n no LA- 00 F ILLUIIIaal O CD Q= 0) 'c- ir3miz~= C Quo=ooa a) LO to � Ill c0 D WQW(rW L� -� Qc�iaozw� z r E -1 tp Q !!} W "R O O C—U5—&f in N Tww�F-� I 5"'t W U? co E 0W3Z��$ W -1 a p as--�w0 ° M M d = oUouai0a3n1=- D M. SATRE E-+ OREGON z 0 VIP J a OPINIONS m � c O c - m co_ CL "CE) i M U) Revisions # Date Description m (D III m is >_ n a CD N m iA w z to w m 3 m w CL o tt o a rr w z X U ■ o N . 1 .♦.♦♦♦♦�♦.♦...♦♦.�t 1 t= " 2x diameter of roothall NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTY. DECIDUOUS TREE PLANTING N.T.S. 2X diameter of rootball NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE. CONIFEROUS TREE PLANTING DETAIL N.T.S. �c I� Gm -lq- �06bbq-"14 ��k eta km-JVt. W AAM e�PakA ♦ LANDSCAPE ARCHITECTS ! 1 z W w 41 W � -Z->Q z�C�10w¢ W ti W—Mn. Z w Ill a Z p p 0 .e. � Q W Z F m J toZ1...0 o ne ne t0 1`�'-iz'aZoa"n no LA- 00 F ILLUIIIaal O CD Q= 0) 'c- ir3miz~= C Quo=ooa a) LO to � Ill c0 D WQW(rW L� -� Qc�iaozw� z r E -1 tp Q !!} W "R O O C—U5—&f in N Tww�F-� I 5"'t W U? co E 0W3Z��$ W -1 a p as--�w0 ° M M d = oUouai0a3n1=- D M. SATRE E-+ OREGON z 0 VIP J a OPINIONS m � c O c - m co_ CL "CE) i M U) Revisions # Date Description m (D III m is >_ n a CD N m iA w z to w m 3 m w CL o tt o a rr w z X U ■ o N LEGEND STORM PIPE 3 1 4 1 5 NEW & EXISTING CATCH BASINS1 C8 1 11 c3l 2 A - 00" OD`s{' STORM MANHOLE .�f�7 ABBREVIATIONS SANITARY SEWER PIPE LL SS ACF ASPHALT CONCRETE PAVEMENT FT (' } FOOT (FEET) as ADD'L ADDITIONAL FTG FOOTING H AD AREA DRAIN G GAS MAIN B WATER VALVES N GB GRADE BREAK FITTINGS WITH THRUST BLOCKS Fk ADJ ADJACENTGM TEE 90' 45' 22.5' 11.25' SURFACE WTR AND PIPE DIRECTION FLOW GAS METER OR ANSI AMERICAN NATIONAL GRD {RADE °•� STANDARDS INSTITUTE GV GATE VALVE APPROX. APPROXIMATE(LY) HB HOSE BIB ARCH ARCHITECT(URAL) HDPE HIGH DENSITY POLYETHYLENE HORIZ(H) HORIZONTAL ASSY ASSEMBLY HT HEIGHT BLDG BUILDING HYD HYDRANT BM BENCHMARK ID INSIDE DIAMETER I.E. INVERT ELEVATION G BNDRY BOUNDARY IN (") INCH(ES) BOW BOTTOM OF WALL INV INVERT z (AT FINISHED GRADE) 3 v IRR IRRIGATION WATER BVC BEGINNING OF VERTICAL CURVE LB POUND(S) CTV CABLE TV LCPE LINED CORRUGATED POLYETHYLENE PIPE C&G CURB AND GUTTER LF LINEAR FEET CB CATCH BASIN MAT'L MATERIAL CC CURB CUT MAX MAXIMUM MFR MANUFACTURER CD CONCRETE DRIVE MH MANHOLE D CF CUBIC FEET (FOOT) MJ MECHANICAL JOINT MIN. MINIMUM CI CAST IRON MISC. MISCELLANEOUS CJ CONSTRUCTION JOINT N NORTHING) CL CLASS NO (#) NUMBER CL CENTER UNE OC ON CENTER o/w opt WATER CMP CORRUGATED METAL PIPE P POWER CONC. CONCRETE PC PONT OF CURVATURE CONST CONSTRUCTION PIV POST INDICATOR VALVE PP POWER POLE CPEP CORRUGATE} POLYETHYLENE PIPE E PL PROPERTY UNE CTR CENTER(ED) PSF POUNDS PER SQUARE FOOT CY CUBIC YARD PSI POUNDS PER SQUARE INCH PT PONT OF TANGENCY DCVA DOUBLE CHECK VALVE ASSEMBLY PVC POLYVINYL CHLORIDE DDCV DOUBLE DETECTOR CHECK VALVE PVI PONT OF VERTICAL INFLECTION DEPT. DEPARTMENT QTY. QUANTITY RAD (R) RADIUS DET DETAIL RCP REINFORCED CONCRETE PIPE D.I. DUCTILE IRON RD ROAD DIA (0) DIAMETER REF REFERENCE F REQD. REQUIRED DIM DIMENSION RET RETAINING DS DOWN SPOUT ROW RIGHT OF WAY DWG DRAWING SD STORM DRAIN S.F. SQUARE FEET E EAST(ING) SHT SHEET EC ELECTRICAL CONDUIT SIM SIMILAR ECC EXTRUDED CONCRETE CURB SPEC SPECIFICATION(S) SQ SQUARE EL= ELEVATION SS SANITARY SEWER EOP EDGE OF PAVEMENT STA STATION G EQUIV. EQUIVALENT STD STANDARD TOE TOE OF WAL I , OR SLOPE EVC END OF VERTICAL CURVE T TELEPHONE WIRE EXIST. EXISTING TSM TEMPORARY BENCH MARK FD FLOOR DRAIN T.C. TOP OF CURB TG OR RIM TOP OF GRATE FDC FIRE DEPARTMENT CONNECTION TEMP. TEMPORARY FDN FOUNDATION TOP TOP OF SLOPE FFE FINISH FLOOR ELEVATION TOW TOP OF WALL TV TELEVISION WIRE FH FIRE HYDRANT TYP. TYPICAL H FL FLANGED VC VERTICAL CURVE FUR FLOOR VERT (V) VERTICAL WM WATER METER FOC FACE OF CURB W/ WITH F.S. FINISHED SURFACE WT WEIGHT WWF WELDED WIRE FABRIC YD YARD DRAIN LEGEND STORM PIPE 3 1 4 1 5 NEW & EXISTING CATCH BASINS1 C8 0% 11 c3l NEW & EXISTING DRYWEL_S d�yyw - 00" OD`s{' STORM MANHOLE .�f�7 ce- d SANITARY SEWER PIPE LL SS SANITARY SEWER MANHOLE 4r as WATER MAINS W --- -- -- -- — W --- — -- -- FIRE HYDRANTS (NEW AND EXISTING) AND FDC jj H WATER METERS C4 WATER VALVES N CL FITTINGS WITH THRUST BLOCKS Fk T 1.2 TEE 90' 45' 22.5' 11.25' SURFACE WTR AND PIPE DIRECTION FLOW Cp OR —.- --.- EXISTING CONTOUR LABELS _ `' _ (457)_ °•� 457 F Wa FS) FINISHED SURFACE ELEVATIONS AV= AM= TC. /17-'1— 10U F.S NEW EASEMENT------------------ TRAFFIC ARROWS tow TOP OF WALL/BOTTOM OF WALL xaaxx eow SLOPE INDICATORS 3:1 2:1 RIP RAP FILTER FABRIC FENCING Ift Ift A FOOTING DRAINS ----------- DOWNSPOUTS ®S CLEANOUTS (C.O.) SS, AND Co Co RWL (NEW AND EXISTING) ® N INTERCEPTOR AND BIO-SWALES ---� --� ---j CEMENT CONCRETE N 100000 COORDINATES, & LEADERS E W00.00 STUBBED & PLUGGED LINE _j CONCRETE a CONCRETE CURB GUTTER ASPHALT/CONCRETE PAVEMENT ,FJRB INLET/UNDER I-DEWALK INLET A 05 DRAINAGE RETAINING W4LL : TRU By O 3111 FRANKLIN BLVD,, SPRINGFIELD OREGON GENERAL CONSTRUCTION NOTES: 1.UNLESS SPECIFICALLY EXCEPTED IN THE PLANS OR CONTRACT DOCUMENTS, ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE CITY OF SPRINGFIELD STANDARDS AND SPECIFICATIONS. 2. THE PLANS ARE SCHEMATIC AND ARE NOT INTENDED TO DEPICT ALL DETAILS OF THE WORK REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE TO FAMILIARIZE HIMSELF WITH ACTUAL SITE CONDITIONS, REQUIREMENTS AND FACTORS AFFECTING THE WORK. NHERE LACK OF DETAIL OR CONFLICT EXISTS BETWEEN THESE AND OTHER PLANS, THE CONTRACTOR SHALL NOTIFY THE OWNER TO RESOLVE THE ISSUE PRIOR TO PROCEEDING. IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THE PLANS AND EXISTING CONDITIONS ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND CITY OF SPRINGFIELD ENGINEERING DEPARTMENT. 3. THE ENGINEER HAS ATTEMPTED TO SHOW ALL EXISTING UNDERGROUND UTIU11ES AND STRUCTURES. APPEARANCE ON THESE PLANS, HOWEVER, DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THE LOCATION OR EXISTENCE OF THESE UTILITIES AND/OR SUBSTRUCTURES. THE CONTRACTOR IS REQUIRED TO TAKE ALL REQUIRED PRECAUTIONARY MEANS TO LOCATE AND PROTECT ALL EXISTING U11UTIES AND SUBSTRUCTURES WHETHER SHOWN OR NOT, PRIOR TO EXCAVATION IN ANY AREA. THE CONTRACTOR SHALL MEET AT THE JOB SITE WITH REPRESENTATIVES OF THE UTILITY DISTRICTS, COMPANIES, AND OTHER OWNERS THAT MAY HAVE EXISTING FACILITIES AT THE SITE, TO DISCUSS THE PROTECTION OF THEIR FACILITIES. 4. THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF APPROVED PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL HAVE A RESPONSIBLE PARTY, WHO HAS THE AUTHORITY TO REPRESENT AND ACT FOR THE CONTRACTOR, AT THE JOB SITE DURING ALL WORKING HOURS. 5. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS FROM CITY OF SPRINGFIELD AND OTHER JURISDICTIONS PRIOR TO THE START OF CONSTRUCTION. ABSENCE OF THE PERMIT MAY RESULT IN IMMEDIATE SHUT DOWN OF WORK AND POSSIBLE REMOVAL OF THE ITEMS CONSTRUCTED WITHOUT A PERMIT. 6. THE CONTRACTOR SHALL PROVIDE THE DESIGN ENGINEERS WITH ASBUILT DRAWINGS PRIOR TO FINAL APPROVAL ALL DEVIATIONS FROM THE ORIGINAL PLANS MADE DURING THE COURSE OF CONSTRUCTION INCLUDING LOCATION, INVERTS, AND DEPTHS OF UTILITIES SHALL BE CLEARLY MARKED ON THE RECORD DRAIMNGS. THE ENGINEER SHALL PROVIDE THE CITY ENGINEER WITH "RECORD DRAWINGS* IF REQUIRED. 7 THE SURVEY IS FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATIONS ARE EXPRESSED OR IMPLIED. THE SURVEY WAS PROVIDED BY OTHERS. & THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT TO CONSTRUCT AND INSTALL TO PROPER WORKING ORDER, THE DESIGN SHOWN, AS DETAILED OR CALLED OUT IN THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR BEING FAMILIAR WITH THE PROVISIONS AND REQUIREMENTS CONTAINED IN THE STANDARD SPECIFICATIONS. 9. 1F CONSTRUCTION IS TO TAKE PLACE IN PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE GOVERNING MUNICIPALITY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED. PRIOR TO DISRUPTION OF ANY TRAFFIC, A TRAFFIC PLAN SHALL BE PREPARED AND SUBMITTED TO THE CITY OF SPRINGFIELD FOR APPROVAL NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 10 A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF SPRINGFIELD CONSTRUCTION INSPECTOR PRIOR TO THE START OF CONSTRUCTION. 11. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE DESIGN ENGINEER AND THE CITY OF SPRINGFIELD. 12. PRIOR TO BACKFILL, ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF SPRINGFIELD. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF SPRINGFIELD FOR THE REQUIRED INSPECTIONS. 13. THE CONTRACTOR SHALL PROTECT ALL CATCH BASINS, DRYWELLS, AND OTHER STORM WATER STRUCTURES FROM BEING CONTAMINATED WITH SILT BY INSTALLING FILTER FABRIC OVER THE METAL FRAME DURING CONSTRUCTION AND KEEPING IT IN PLACE UNTIL THE SITE HAS BEEN PAVED AND CLEANED. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING DIRT, MUD, AND OTHER CONSTRUCTION DEBRIS THAT MAY ACCUMULATE ON PAVE) STREETS ADJACENT TO THE SITE AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MATERIALS THAT SPILL ONTO LOCAL STREETS DURING THE TRANSPORTATION OF EQUIPMENT, MATERIALS, ETC. SHOULD A SPILL OCCUR, THE CONTRACTOR SHALL REMOVE THE MATERIAL BY THE END OF THE WORK DAY. NO MATERIAL SHALL BE ALLOWED TO SET, DRY, OR BE WASHED INTO ADJACENT STORM WATER FACILITIES. CLEANING SHALL BE ON AN "AS NEEDED" BASIS USING WATER UNDER PRESSURE. SWEEPING AND WATER SHALL BE USED WHEN WATER PRESSURE ALONE WILL NOT WASH THE CONSTRUCTION DEBRIS FROM THE STREET. THE CONTRACTOR MUST PROTECT ALL EXISTING STORM WATER FACILITIES FROM DIRT/DEBRIS. 15. THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN FOR APPROVAL BY THE GEOTECHNICAL ENGINEER OF RECORD PRIOR TO ANY DEWATERING. PROJECT LOCATION: 3111 FRANKLIN BLVD, PROJECT TEAM: OWNER: LANDSCAPE ARCHITECT: ALKO HOSPITALITY SCHIRMER SATRE GROUP 1857 FRANKLIN BLVD. 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OREGON 97403 EUGENE, OREGON 97401 CONTACT: AL PATEL , CONTACT: JOHN SCHMIDT PHONE: (541) 343-7000 PHONE: (541) 686-4540 CONTRACTOR: CIVIL ENGINEER: TBD DCI ENGINEERS 707 W. 2ND AVENUE SPOKANE, WASHINGTON 99201 CONTACT MATT GIBB, P.E. PHONE: (509) 455-4448 UTILITY PURVEYORS: SEWER: WATER: NATURAL GAS: CITY OF SPRINGFIELD SPRINGFIELD U11LITY BOARD NW NATURAL GAS 225 FIFTH STREET 202 SOUTH 18TH STREET CONTACT: MATT CONNER SPRINGFIELD, OR 97477 SPRINGFIELD, OR 97477 PHONE: (541) 525-3146 CONTACT: CLAYTON MCEACHERN CONTACT BART MCKEE, PE PHONE: (541) 776-1036 PHONE: (541) 744-3756 POWER: PHONE: CABLE: SPRINGFIELD U11UTY BOARD CENTURYUNK COMCAST 1001 MAIN STREET CONTACT•. NORM PALMER CONTACT: TOM HENERY SPRINGFIELD, OR 97477 PHONE: (541) 484-8084 PHONE: (541) 228-1884 CONTACT TONY TALBOT PHONE: (541) 744-3715 SHEET INDEX GENERAL CIVIL INFORMATION - — — — — — — — — — — — — - 00.00 GENERAL NOTES------------------ CO.01 EXISTING SITE SURVEY AND SITE DEMOLITION PLAN - — — — — - C1.00 LAND AND DRAINAGE ALTERATION PLAN — — — — — — — — — C1.10 STORM WATER PLAN — — — — — — — — — — — — — — — — C1.20 U11UTY PLAN -------------------01.30 DETAILS --------------------- C5.00 FOR PERMIT THESE DRAWINGS ARE SUFFICIENTLY COMPLETE FOR SUBMISSION TO THE JURISDICTION HAVING AUTHORITY FOR PERMIT. THE CONTRACTOR SHALL NOT USE THESE DRAWINGS FOR CONSTRUCTION UNTIL THE CONTRACTOR RECEIVES WRITTEN APPROVAL FOR USE IN CONSTRUCTION BY THE JURISDICTION HAVING AUTHORITY AND DCI ENGINEERS. CONTRACTOR NOTE ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION O=' EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. 6 Std plan qw-0-- j � Aoesk POkI Date Received MAR 14 2019 Ori incl R"hmilLal S�- 9 UNDERGROUND SERVICE ALERT ONE—CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG Z A 0% Zoe`, o� a CL_ z 0 cs r - 00" Co 65 ai ce- d LL N as Z Cio 0 >00 o 0 • as m C4 F- CL 1.2 Cp N d °•� N Z Cio 0 >00 o 0 • as m C4 F- CL U) Cp N d °•� N -5 a z 3 v m m *05 o o o w Z Cio 0 >00 mw 0 • m F- CL U) SHEET TITLE - GENERAL CIVIL INFORMATION 2 0 L,1 J 0 0 5 6 i i i11161 x111 V11 Ii Milli i i r =#_ L 1 1. AN EROSION/SEDIMENTATION CONTROL (ESC) PLAN IS REQUIRED FOR THIS PROJECT. IMPLEMENTATION OF THE ESC PLAN, AND CONSTRUCTION, MAINTENANCE, AND UPGRADING OF THE ESC FACILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED BY THE CITY OF SPRINGFIELD, OR UNTIL VEGETATION IS ESTABLISHED THROUGHOUT THE SITE AND ACCEPTED BY THE CITY OF SPRINGFIELD, WHICHEVER IS LATER. 2. APPROVAL OF THE ESC PLAN DOES NOT CONSTITUTE APPROVAL OF ANY OF THE PROPOSED STORM WATER, GRADING, OR UTILITY DESIGN ELEMENTS SHOWN CIV TWE ESC PLAN. 3. THE EROSION/SEDIMENTATION CONTROL MEASURES SHOWN ARE THE MINIMUM REQUIREMENTS OF THE ANTICIPATED SITE CONDITIONS. THE CONTRACTOR SHALL INSPECT AND MAINTAIN THESE ESC MEASURES DAILY, AND SHALL MAINTAIN AND UPGRADE THESE MEASURES AS NECESSARY TO PREVENT SEDIMENT—LADEN WATER FROM EITHER FLOWING OFF SITE, OR INTO NEW/EXISTING STORM WATER FACILITIES, SUCH AS DRYWELLS, CULVERTS, OR GRAVEL GALLERIES. 4. CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE ROCK CONSTRUCTION ENTRIES AT ANY AND ALL DATIONS USED TO ENTER OR EXIT THE PROJECT SITE. 5. ANY DISTURBED AREAS, EXCEPT FOR POND BOTTOM AND SUES, THAT WOULD BE LEFT BARE FOR MORE THAN 7 DAYS AND NOT INTENDED TO BE REWORKED WITHIN 30-45 DAYS SHALL BE SEEDED WITH A FAST STARTING NATIVE DRYLAND GRASS SUCH AS ANNUAL RYE, OR APPROVED EQUAL AT A RATE OF 60 LBS./ACRE 6. GRADED AREAS, THAT WILL BE LEFT BARE FOR MORE THAN 7 DAYS, SHALL HAVE A MULCH APPLIED AT A RATE OF TWO THOUSAND (2,000) POUNDS PER ACRE MULCH MALL BE A VIRGIN WOOD CELLULOSE FIBER SPECIALLY PROCESSED AS A HYDROSEEDING MULCH AND CONTAINING NO GROWTH OR GERMINATION INHIBITING FACTORS. IF POND CONSTRUCTION HAS BEEN COMPLETED, INCLUDING DRAINAGE STRUCTURES, AND HAVE RECEIVED FINAL INSPEC11ON APPROVAL, THEY SHALL BE PLANTED. 7. DUST CONTROL- AN APPROVED METHOD OF DUST CONTROL, MEETING THE REQUIREMENTS OF LOCAL REGULATIONS, SHALL BE UTILIZED DURING CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MATERIALS THAT SPILL ONTO LOCAL STREETS DURING THE TRANSPORTATION OF THE EQUIPMENT SHOULD A SPILL OCCUR, THE CONTRACTOR SHALL REMOVE THE MATERIAL BY THE END OF THE WORK DAY. NO MATERIAL SHALL BE ALLOWED TO SET, DRY, OR BE WASHED INTO ADJACENT STORM WATER FACILITIES. & INLET PROTECTION IS TO BE PLACED ON THE RIMS OF DRYWELLS, CATCH BASINS, AND INLETS UNTIL SUCH TIME AS THE VEGETATION ON THE SITE IS ESTABLISHED AND THE THREAT OF SEDIMENT DEPOSITION INTO THE DRAINAGE SYSTEM IS MITIGATED. 9. THE CONTRACTOR SHALL PROTECT ALL CATCH BASINS, DRYWELI S, AND OTHER STORM WATER STRUCTURES FROM BEING CONTAMINATED WITH SILT BY INSTALLING INLET PROTECTION OVER THE METAL FRAME DURING CONSTRUCTION AND KEEPING IT IN PLACE UNTIL THE SITE HAS BEEN PAVED AND CLEANED. 10. ALL BEST MANAGEMENT PRACTICES USED FOR STORM WATER TREATMENT OR FLOW CONTROL SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE CONSTRUCTION STORM WATER EROSION AND SEDIMENT CONTROL MANUAL PUBLISHED BY OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY. •! 1• 1 ••1 i rii i i i 1• •: i q �a �1 � 1�'1 � i 1 'a / 1 1' 1 •'/l •� i �1 y i i •i /, ....i � �r 1 :•Lm :•il '•il I a• Imia' i M / 1 M /' 1 i ��1 •i 1 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE ESC STRUCTURE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED, AND HYDRO/HAND SEEDED OR SODDED. .i•. i .�. .. tiIrql 1 ••�• •ql 1�1. Wil 1 :4 Wktj I I I L111 aI'M a 111411 ILI LTI TO 1Z Naf Tj/ 1 a' a Pat •1 •� i / '1' ,/ 1 x r �9' i' �• 1' 1 1 '1• � M 1' 1 1 i� i Iii\ THESE DRAWINGS ARE SUFFICIENTLY COMPLETE FOR SUBMISSION TO THE JURISDICTION HAVING AUTHORITY FOR PERMIT. THE CONTRACTOR SHALL NOT USE THESE DRAWINGS FOR CONSTRUCTION UNTIL THE CONTRACTOR RECEIVES WRITTEN APPROVAL FOR USE IN CONSTRUCTION BY THE JURISDICTION HAVING AUTHORITY AND DCI ENGINEERS. STORM WATER NOTES: 1. STORM DRAINAGE PIPE SHALL BE PVC SDR35 GRAVITY SEWER PIPE UNLESS NOTED OTHERWISE ON THE PLANS. 2. RIM ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE INSTALLED SO THAT RIMS MAY BE ADJUSTED f0.5 FEET TO MATCH FINISHED GRADE SANITARY SEWER CONSTRUCTION NOTES: 1. STORM DRAINAGE PIPE SHALL BE PVC SDR35 GRAVITY SEWER PIPE UNLESS NOTED OTHERWISE ON THE PLANS. 2. RIM ELEVATIONS OF DRAINAGE STRUCTURES SHALL BE INSTALLED SO THAT RIMS MAY BE ADJUSTED +0.5 FEET TO MATCH FINISHED GRADE. Toil 1 ,�.. . WATER CONSTRUCTION NOTES: 1. ALL WATER SYSTEM WORK SHALL BE IN ACCORDANCE WITH SPRINGFIELD UTILITY BOARD GENERAL CONSTRUCTION SPECIFICATIONS FOR WATER PIPELINES. 2. WATERLINES SHALL BE INSTALLED WITH TOP OF PIPE ELEVATIONS A MINIMUM OF 36" BELOW FINISHED GRADE UNLESS OTHERWISE NOTED. PROVIDE TRENCHING AND BEDDING PER CITY OF GRANTS PASS STANDARD DETAIL 107. THERE SHALL BE NO HIGH POINTS IN THE PIPELINE 3. NO UTILITIES SHALL BE INSTALLED WITHIN 5' PARALLEL TO WATER SERVICE LINES. 4. ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER WIRE (19) ALONG THE PIPELINE AND BROUGHT UP TO THE GROUND SURFACE INSIDE ALL VALVE BOXES. ri q �1 gpil 11 ryiii� 1 . a. i • \ M,li $Ai \ 6. WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION," CONNEC11ON POINTS SHALL BE EXPOSED BY THE CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO DISTRIBUTION OF SHUTDOWN NOTICES. 7. AT ANY CONNECTION TO AN EXISTING LINE A NEW VALVE SHALL BE INSTALLED. THE VALVE MUST BE PRESSURE TESTED AFTER CONNECTION. 8. WHEN FIRE FLOW WILL BE INTERRUPTED, THE CITY OF SPRINGFIELD FIRE DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE OF TIME AND LOCATIONS AFFECTED. UTILITY NOTES: 1. CONTRACTOR SHALL COORDINATE NEW PHONE, POWER AND GAS SERVICE WITH APPROPRIATE UTILITY COMPANY. 2. SEWER LINES MUST BE LAID 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER LINES. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE 3. SEWER LINES CROSSING WATER LINES SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE SEWER AND THE BOTTOM OF THE WATER WITH THE SEWER UNE BELOW THE WATER UNE IF THIS CANNOT BE ACHIEVED, THE SEWER UNE MUST BE ENCASED 10 FEET ON EACH SIDE OF CROSSING WITH A CONTINUOUS 20 FOOT LENGTH OF C900 PVC PIPE 4. ALL DRAINAGE AND UTILITY RIM ELEVATIONS SHOULD BE ADJUSTABLE 0.5 FT UP OR DOWN TO MATCH FINISHED GRADE. CONTRACTOR NOTE ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. h 7 I 170,0 ; wfj FUJI UNDERGROUND SERVICE ALERT ONE—CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU D16 N 0 Z 'i N LL it L ti M u � n� w Z 0 , W aEos =)z • r Z Wfn mF cIoa oam£ QQ U9€9 ��$« �Lo -ck cm j o=�€ u S ttff�� !.. 0'n o=af o 6:6a -Willii17©�az-3 s N 0 Z m 0 C> N co Z 0 C> W J 0 T� ® � u rn J 1.1.3 s U. N IL 1 d co Z 0 C> W J 0 T� ® � u rn J 1.1.3 U. N IL 1 d N d � N Z m a J O O m U c $ a a CL o o in Z 0 W J 0 T� ® � u Z J 1.1.3 U. IL (na 1 2 3 4 5 6 _ A ol 7 PUBLIC UTILITY ---- EASEMENT TO CITY OF 16 k• r ' -'' COCFE TE !� SPRINGFIELD RECEPTION ct N E #2001-051191 _X� CORP INLET 5 RIGHT OF WAY EL: 4309=33 DEDICATION PER Q"`JCi.A 1.57'LSTRUMENT N0, SUMP: 437.11' 2016-025781,E 7t.3 S'.f . E 114 IF IG im MIN EASEMENT PER INSTRUMENT NO. 9567575 CABLE FLT?l1L fes,. E XISIING BUILDING ?=,F. ELEV-. 440.20' 0 SIGNAL VAULT ELEC. VAULTS PPE 01 -020079 ASSUMED CONDUIT ONLY WITH NO POWER THIS LI E- __--440}-- Q 440 440 R; I d I ILL'WA ;` 11 UE t L I -7Ol 440 s 1 PH ALT \1 =s ` ST VAULT CATCH BASIN t; 2,4 X 2.2 2.5X 2,2 (Ivf = 437.55 RIM= 437,56 �Y (4401_ EASEMENT AREA FOR GRESS AND EGRESS TO CITY OF SPRINGFIELD d Gtr= , I 4400IT -t f ( r. x . i m (440 440} Nm�D ASPHALT i Z C) l orn r S s - — FELE �Sz 0-' L 441,56' VAULT Q � 12" PVC FL S: 420.30' 440 I II rt--XN, III Lip Ira 1 0 500�jL* t E.� FOR PERMIT THESE DRAWINGS ARE SUFFICIENTLY COMPLETE FOR SUBMISSION TO THE JURISDICTION HAVING AUTHORITY FOR PERMIT: THE CONTRACTOR SHALL NOT USE THESE DRAWINGS FOR CONSTRUCTION UNTIL THE CONTRACTOR RECEIVES WRITTEN APPROVAL FOR USE IN CONSTRUCTION BY THE JURISDICTION HAVING AUTHORITY AND DC ENGINEERS. 7 LEGEND: — — ASPHALT EXISTING BOUNDARY UNE PARKING - - - - EXISTING EASEMENT UNE — — — — ADJACENT LOT UNE II EXISTING CENTERLINE — — ILL'WA ;` 11 UE t L I -7Ol 440 s 1 PH ALT \1 =s ` ST VAULT CATCH BASIN t; 2,4 X 2.2 2.5X 2,2 (Ivf = 437.55 RIM= 437,56 �Y (4401_ EASEMENT AREA FOR GRESS AND EGRESS TO CITY OF SPRINGFIELD d Gtr= , I 4400IT -t f ( r. x . i m (440 440} Nm�D ASPHALT i Z C) l orn r S s - — FELE �Sz 0-' L 441,56' VAULT Q � 12" PVC FL S: 420.30' 440 I II rt--XN, III Lip Ira 1 0 500�jL* t E.� FOR PERMIT THESE DRAWINGS ARE SUFFICIENTLY COMPLETE FOR SUBMISSION TO THE JURISDICTION HAVING AUTHORITY FOR PERMIT: THE CONTRACTOR SHALL NOT USE THESE DRAWINGS FOR CONSTRUCTION UNTIL THE CONTRACTOR RECEIVES WRITTEN APPROVAL FOR USE IN CONSTRUCTION BY THE JURISDICTION HAVING AUTHORITY AND DC ENGINEERS. 7 LEGEND: — — EXISTING BOUNDARY UNE - - - - - - - - - - EXISTING EASEMENT UNE — — — — ADJACENT LOT UNE II EXISTING CENTERLINE — — RIGHT OF WAY UNE -- - EXISTING CURB ---- T EXISTING TELEPHONE UNE — SD— sr, — EXISTING STORM DRAIN LINE — ss ss ----- EXISTING SANITARY SEWER UNE - -- -- ME — EXISTING OVERHEAD ELECTRIC UNE u- - u- — EXISTING UNDERGROUND ELECTRIC UNE z - - - - ----- EXISTING GAS UNE -- w - of -- EXISTING WATER UNE x_x-------- (t �- EXISTING FENCE QC EXISTING 5' CONTOUR UNE EXISTING 1' CONTOUR UNE FOUND 2-3/4! BRASS CAP, AS NOTED FOUND IRON ROD 0 CALCULATED POINT, NOTHING SET, NOTHING FOUND CSF COUNTY SURVEY FILE TL TAX LOT RM1 REFERENCE MONUMENT LCODR LANE COUNTY OREGON DEED RECORDS LCPWD LANE COUNTY PUBLIC WORKS DEPARTMENT PUE PUBLIC UTILITY EASEMENT TR TOP OF RIM a Tr TOP OF GRATE o PLT PLANTER o cn EXISTING UNKNOWN MANHOLE EXISTING UTILITY POLE - EXISTING GUY ANCHOR F EXISTING UTILITY VAULT CI EXISTING TRANSFORMER EXISTING PRIVATE STREET LIGHT 13 EXISTING GAS VALVE 0 EXISTING WATER VALVE OC EXISTING CLEAN OUT 0 EXISTING ELECTRIC TRANSFORMER f; EXISTING AREA DRAIN ED EXISTING PHONE PEDESTAL EXISTING GAS RISER EXISTING WATER VALVE EXISTING SIGN EXISTING STREET UGIT kS EXISTING ELECTRIC MANHOLE I 2W EXISTING WATER METER EXISTING SIGN os EXISTING SANITARY SEWER MANHOLE 3 EXISTING SANITARY SEWER CLEANOUT T EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN CURB INLET EXISTING FIRE HYDRANT EXISTING TREE * NOTE: THIS SURVEY IS FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATIONS ARE EXPRESSED OR IMPLIED. THE SURVEY WAS FURNISHED BY OLSON AND MORRIS. SURVEY PROVIDED BY: OLSON AND MORRIS REFERENCE NOTES: 1 SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT. Q DEMOLISH AND% REMOVE EXISTING CONCRETE CURB. Q DEMOLISH AND REMOVE EXISTING CONCRETE SIDEWALK. Q REMOVE EXISTING TREE. Q REMOVE EXISTING SIGN. ' 6 :1 11 1 to— ALL EXISTING UTILITIES SHOWN ON • PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE U11LITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. V�v �om Sij-. PI ao � � e� rile ��� Ab M PeS� Date eceive MAR 14 2019 o ginal Submittal N GRAPHIC SCALE 20 0 10 20 cIN FEET � 2 inch = 20 & UNDERGROUND SERVICE ALERT ONE—CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG Ulm� N J �s Q d� o o; ir:` �� - g a$o as'.. aebo W z u 0 -:-� 8 0 o - W~'� g W WC7LL �<oe Czfa �Q¢�F V Oz No o C%v j � §::� O HIS m p tit H % rnp r o SXLU 0m aqg w a N SHEET TITLE: EXISTING SITE SURVEY AND SITE DEMOLITION PLAN SHEET NO. CI -00 • .j 0 (D Co t II .' 0 m < E os o CL -VN LL). N (t �- QC SHEET TITLE: EXISTING SITE SURVEY AND SITE DEMOLITION PLAN SHEET NO. CI -00 • .j 0 (D Co t II .' 0 m < E os o CL -VN LL). N (t �- a -0 M a. o w in o cn SHEET TITLE: EXISTING SITE SURVEY AND SITE DEMOLITION PLAN SHEET NO. CI -00 • .j 0 (D t II .' m < E CL SHEET TITLE: EXISTING SITE SURVEY AND SITE DEMOLITION PLAN SHEET NO. CI -00 1 2 3 4 5 6 7 I I REFERENCE NOTES: Q PROVIDE TEMPORARY FILTER FABRIC SILT FENCE PER DETAIL 2/C5.00. �C p►1`' — — — �' _ Q LINE DRAINAGE STRUCTURE LID WITH FILTER FABRIC TO PREVENT IT FROM BEING CONTAMINATED WITH SILT. INSTALL PER DETAIL 3/C5.00. v .ri— C,�' _- QPROVIDE CONSTRUCTION ENTRANCE PER DETAIL 1/C5.00. ad 7 PUBLIC UTILITY ".t s 4 EASEMENT TO CITY OF — , �'� f _ ` % - .�.--- ,r; i �-�- ®CONSTRUCTION GARBAGE/DEBRIS CONTAINER. SPRINGFIELD RECEPTION (( -SIGM RASP' h 001-051 — _-,- it STOCKPILE AREA. �� <` L�r •. � �� r..��� li_ �� #2 191 — � - 1� ... , ENGINEER S NOTES. ir CURB INLET 5 RIGHT OF WAY . _ I: 43 , DEDICATION PER -' --- \ " 1. THE ENTIRE SITE FALLS WITHIN ZONE X PER THE FEMA FLOOD MAP. ZONE X IS DEFINED AS ` 10" PV' FL : 437,57. INSTRUMENT N0. � . — - < ±. AREAS OF 500 -YEAR FLOOD; AREAS OF 100 - FLOOD W! H AVERAGE DEPTHS OF LESS SUM . �7.�,1 2016_ 025781,E � � . � �, � � 1, THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED — BY LEVEES FROM 100 -YEAR FLOOD. _ 1 } j,' - ' 2. SEE LANDSCAPE PLANTING PLAN FOR PERMANENT SITE STABILIZATION. (SITE PLAN REVIEW ;" 0 EASEMENT PER TYP216-00019). — — '. ' INSTRUMENT %� 6 ' ` ` = 3 SEE GEOTECHNICAL REPORT BY EARTH ENGINEERS, INC. DATED DECEMBER 18, 2015 FOR tN0: 9567575 SOILS INFORMATION. — ' .,.g v •.- .Q ::. :•::.::::Lt T: LTt:?II:• Y:Y:{a :•:If:T:Y: f::Y::•:� 4 - ' 5 t _ * ..: '.-::._.. .. , ,r 4. NO GROUND—DISTURBING ACTIVITIES SHALL TAKE PLACE OUTSIDE THE *LIMITS OF a, h BAS! .. .. ............ .............. ST Y ��. � �.., , � � ��. CONSTRUCTION SHOWN ON PLAN. — i a - ® K 031 2. 2 ' S. CONSTRUCTION SCHEDULE AND HAUL ROUTES WILL BE PROVIDED BY CONTRACTOR. • 1 I _ 6. SEE LANDSCAPE GRADING PLAN FOR EARTHWORK SCOPE OF CONSTRUCTION (SITE PLAN PROJECT LOCATION: { REVIEW TYP216-00019}. ` IFFE 89 `s ° LDAP STANDARD NOTES; VI I t***4 11r_rV Nilkp1. PRIOR TO ANY (ROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH LDAP STAFF IS {+ N {REQUIRED. ISSUANCE OF THIS PLAN DOES NOT RELIEVE THE PERMIT HOLDER AND/OR THE NOT TO SCALE l 6 CONTRACTOR FROM ALL OTHER PERMITTING REQUIREMENTS. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY APPROVALS SHALL BE OBTAINED. EXISTING BUILDING :: 44) 2. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN ARE THE MINIMUM F.F. r_LEV; 440.20' k ' -{� E I `� � REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE 1 I MEASURES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE Pt B`Li GT)�TY ASFMEIVTa � .�8q a' t THAT SEDIMENT AND SEDIMENT -LADEN WATER DOES NOT LEAVE THE SITE. �I V LA14E OUN fY /` o RECEP I0 �� I 3. THE IMPLEMENTATION OF THE ESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, ' k ( AND UPGRADING OF THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY ✓jj``'f/f ' /•' . re P . _` R •v �Q .. }, I OF THE PERMIT HOLDER AND/OR THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED � . ': .• 000Qoo 0000 00000 s. - � �,�I-��s-.T AND ACCEPTED AND VEGETATION/LANDSCAPING IS ESTABLISHED. e - - I �- .... { ./ _ •- :•:::•:':..:::::::: :•:::.. .:::._:._ :.�:-.�::::::.::.".:_::::. '::::::':.::::::: '.':..-':::::•::::::..'::•::::. ' - I 4TH BOUNDARIES . - - - n•; .= - - ..; E BOLI ES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHAH BE CLEARLY FLA TH GGED IN E FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. DURING NG THE j I CONS TRUCTION PERIOD NO DISTURBANCE BEYOND THE FLA CLEARING _ FLAGGED G OMITS SHALL BE I > I f}/J ---- --------- -------- --------- ------- -- -------------- Q E PERMITTED. „ 13u - - , . -• .s ..• J 6 `+ 4 3 = i : j:.' `-•, ,� TIED. THE FLAGGING SHALL BE MAINTAINED BY THE PERMIT HOLDER AND/OR THE { CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 1 I 4: EASEMENT AREA FOR j 1 _ I (5. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECTED I I VGRESS AND EGRESS TO1_1 AND MAINTAINED DAILY AND WITHIN THE 24 HOURS AFTER ANY STORM EVENT OF GREATER :a '• CITY OF SPRINGFIELD f :• E o �CEPTION #2009-0443261 THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. MEASURES SHALL BE INSPECTED BY THE Q : 4•..f I ! PERMIT HOLDER AND/OR THE CONTRACTOR AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL BE MADE rf I IMMEDIATELY. THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE PLT - c c c . " c C C C I 1 INSPECTED A MINIMUM OF ONCE EVERY TWO (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A } , sl ( STORM EVENT. 4 . �at°,''•_e <9 tai' { 771 777— 6..ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ,GAZZBO ALL TIMES. CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT RE -VEGETATION I } t ta' e c c = c c c C C C C � ( � HAS BEEN STABILIZED. ANY MEASURE THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED a Z I OR REPLACED IMMEDIATELY. - 440 7. ANY AREAS OF EXPOSED SOLS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE f { I =o I ! I DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) OR SEVEN z = :I I DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) SHALL BE IMMEDIATELY I oSTABILIZED WITH AN APPROVED ESC METHOD (SEEDING & MULCHING W11H STRAW, BARK, }} I _ . © ` : • 1 i i) COMPOST, OR PLASTIC COVERING, ECT.). S 440)— CIOT us [ �� 1 { 1 1 f ! !I '� 8. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY INSPECTOR TO INSURE PUBLIC RIGHT-OF-WAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET FLUSHING IS PROHIBITED. I 1 X. -:=:n.• I P= 9. WHEN. TRUCKING SATURATED SOLS FROM THE SITE, EITHER WATER -TIGHT TRUCKS SHALL BE ASPHALT ° ( USED OR LOADS SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE ,RKING ,.µ THAN ONE GALLON PER HOUR. SEDIMENT LADEN WATER WILL NOT BE ALLOWED To ENTER Is 3 b :l•;� ( THE {e ;gip@ ! .. -4;° STORM WATER SYSTEM F 0440 - aga;; a : n;;° ! I 10. EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A ! V I 440! I 1 e- 40 ( SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT PROPERTY, CITY'S STORM WATER SYSTEM, { ' : 1 I WATER FEATURES, AND RELATED NATURAL RESOURCES. APPROVAL OF A DEWATERING SYSTEM L _ _ ` = : DOES NOT GUARANTEE THAT IT WILL MEET COMPLIANCE OR BE ACCEPTABLE FOR USE IN ALL SITUATIONS. MODIFICATIONS TO THE DEWATERING SYSTEM WILL BE REQUIRED IF COMPLIANCE ASPHALT' CAN NOT BE MET. AT NO 11ME WILL SEDIMENT LADEN WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE. Iw I :i7 to� s( } v "' I 11. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE LDAP OR I ` rr, +'' g, I ( OTHER BEST MANAGEMENT EROSION PRACTICES UNDER ALL WEATHER CONDITIONS SHALL BE (I o — I ( MAINTAINED AT All TIMES ON THE CONSTRUCTION SITE. 12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINTS, THINNERS, FUELS AND OTHER CHEMICALS t ; SHALL BE RELEASED ONTO THE SITE, ADJACENT PROPERTIES, OR INTO WATER FEATURES, THE o CC Ct o , 1 r C f ° ' , {1 aif ! CITY'S STORM WATER SYSTEM, OR RELATED NATURAL RESOURCES. r� 4{: �_ I RV 440 IC -- �--- ---� _ ! I }} TIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO - - � 13 THE ESC FACILITIES _ ( ENSURE CONTINUED PROPER FUNCTIONING WRITTEN RECORDS SHALL BE KEPT OF WEEKLY - - ( REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF x� I MONTHLY REVIEWS DURING THE DRY SEASON MAY1 TO SEPTEMBER 30). ky ff A Q r�4� ► ,,:�: del I I` � kN 1— 111 RI ASPHALT 1 1110029INT7111 THESE DRAWINGS ARE SUFFICIENTLY COMPLETE FOR SUBMISSION TO THE JURISDICTION HAVING AUTHORITY FOR PERMIT. THE CONTRACTOR SHALL NOT USE THESE DRAWINGS FOR CONSTRUCTION UNTIL THE CONTRACTOR RECEIVES WRITTEN APPROVAL FOR USE IN CONSTRUCTION BY THE JURISDICTION HAVING AUTHORITY AND DCI ENGINEERS. eek f t WA Kw0fi-'Mage W— off PM4 n lA o 1 0 ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. GRAPHIC SCALE 20 0 10 20 (INS) 1 inch = 20 ft. UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG W oc .4 r�r V! In N j m o s o Q J_ $ a: W Z E �R s« v t!1 m o e., Q Q o a $ 0 L9 93 o�t� C14 J M=o� C� w 0 z 133 i $' W r- Co a. v U SHEET LAND AND DRAINAGE ALTERATION r co CK ® c, 0>0 cis Co .j uJ .j 0 ®.® Z a o`, + r rn w 5 U Z LLJ SHEET LAND AND DRAINAGE ALTERATION r co Z ® 0 0>0 Co .j uJ .j 0 ®.® Z o rn w 5 U Z cr W O N F dN F- 06ginad Subd-nb al h 0 � SHEET LAND AND DRAINAGE ALTERATION r co Z ® 0 0>0 Co .j uJ .j 0 ®.® Z o rn w U Z cr O N F dN F- 06ginad Subd-nb al h 0 � N 00 �( m Tri � 0 CL o v �' a Q n o CL o � o ci SHEET LAND AND DRAINAGE ALTERATION Z ® 0 0>0 �— .j uJ .j 0 ®.® Z w U Z cr (n Da-fe Received F 14 2019 F- 06ginad Subd-nb al SHEET LAND AND DRAINAGE ALTERATION IA : IC E IF u im 1 1 2 1 3 1 4 1 5 LAN B _ 4 ' 7 PUBLIC UTILITY _ ' - EASEMENT TO CITY OF SPRINGFIELD RECEPTION /-, #2001-051191 ., CURB €NU - 7 5 RIGHT OF WAY ,r -FL: 439.55' DEDICATION PER � � 10" PVC FL N: 413t,5T INSTRUMENT N0. SC ; : 437A i' 2016-025781 _ ^ +s �}g ;yam ° '' \ � ✓ . EASEMENT PER _ INSTRUMENT - . NO. 9567575 HAL i LE= 434.7 0 l.E.= 437.00 � T VAULT CATCH BASINnrl E, � ice:-�::- l a ^' f /.E= 4.3701s l.E= 43700 `fFE 44Q8Jc LE= 43 00 T , 150 6 STOR WATER UNE K E7X!S'fl0%G BUILDING F F, EL V: 440,20' /_154PU13 c�``iiT)L 'TY�rE i PLT IL - Z COLIC. 'VALK, -f Z ll C C 1 C V ME UNE i��Nsmfflbllwsllil FAIR n. y� x-75 LF 6" STol?M WA 5.3% 0 C C C f Il w�ivJ ■ I Miami, - 7t01013- lm - 5 v v Q9 v I "-A C C C o aoo� C L C C C 440 e J J si D J ASPHALT 1EASEMENT AREA FOR kI DRESS AND EGRESS TO I CITY OF SPRINGFIELD ECEPTION #2009-04432( . =I� dj t 0 - 4- -- .d � • � sl 'g { 440 If �,ppD I fa �'�iT O 01 rn — D 11 t 7� T I r c IQlDI {P Y 1 440 h' V � t; A SEWER - I 1 1 EAS T ASPHALT 6 CONCRFTE' SICIZI B ASE FOR PERMIT THESE DRAWINGS ARE SUFFICIENTLY COMPLETE FOR SUBMISSION TO THE JURISDICTION HAVING AUTHORITY FOR PERMIT. THE CONTRACTOR SHALL NOT USE THESE DRAWINGS FOR CONSTRUCTION UNTIL THE CONTRACTOR RECEIVES WRITTEN APPROVAL FOR USE IN CONSTRUCTION BY THE JURISDICTION HAVING AUTHORITY AND DCI ENGINEERS. 7 REFERENCE NOTES: O PROVIDE NEW CLEANOUT TO GRADE PER DETAIL 5/C5.0. ZO PROVIDE NEW V SDR35 PVC STORM DRAIN UNE. SLOPE AND LENGTH PER PLAN. Q CONNECT TO BUILDING ROOF DRAIN. SEE PLUMBING PLANS. Q TIE INTO EXISTING STORM DRAIN CLEANOUT. FIELD VERIFY EXISTING LOCATION AND DEPTH. tf, Co P'� �evleWlAlp( Moto AlpnV P64-6 M °5°f :2A Date Received MAR 14 2019 Odginat submlLt�l N GRAPHIC SCALE 2D D 10 20 old CONTRACTOR NOTE ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE MOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. NIS ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. cIN FEET � 1 inch = 20 ft UNDERGROUND SERVICE ALERT ONE—CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG tn H� �_. M g W Z'88 0-80 w W C Z = W0 m� sopE > ,,RR 0 z \ 0 9 M ofl'M w }' tears o=� 8 W��CL�Uo�_o w Ix Q 0 pG :> rsk'� n. o`a •• n S Lai C) I Miami, - 7t01013- lm - 5 v v Q9 v I "-A C C C o aoo� C L C C C 440 e J J si D J ASPHALT 1EASEMENT AREA FOR kI DRESS AND EGRESS TO I CITY OF SPRINGFIELD ECEPTION #2009-04432( . =I� dj t 0 - 4- -- .d � • � sl 'g { 440 If �,ppD I fa �'�iT O 01 rn — D 11 t 7� T I r c IQlDI {P Y 1 440 h' V � t; A SEWER - I 1 1 EAS T ASPHALT 6 CONCRFTE' SICIZI B ASE FOR PERMIT THESE DRAWINGS ARE SUFFICIENTLY COMPLETE FOR SUBMISSION TO THE JURISDICTION HAVING AUTHORITY FOR PERMIT. THE CONTRACTOR SHALL NOT USE THESE DRAWINGS FOR CONSTRUCTION UNTIL THE CONTRACTOR RECEIVES WRITTEN APPROVAL FOR USE IN CONSTRUCTION BY THE JURISDICTION HAVING AUTHORITY AND DCI ENGINEERS. 7 REFERENCE NOTES: O PROVIDE NEW CLEANOUT TO GRADE PER DETAIL 5/C5.0. ZO PROVIDE NEW V SDR35 PVC STORM DRAIN UNE. SLOPE AND LENGTH PER PLAN. Q CONNECT TO BUILDING ROOF DRAIN. SEE PLUMBING PLANS. Q TIE INTO EXISTING STORM DRAIN CLEANOUT. FIELD VERIFY EXISTING LOCATION AND DEPTH. tf, Co P'� �evleWlAlp( Moto AlpnV P64-6 M °5°f :2A Date Received MAR 14 2019 Odginat submlLt�l N GRAPHIC SCALE 2D D 10 20 old CONTRACTOR NOTE ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE MOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. NIS ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. cIN FEET � 1 inch = 20 ft UNDERGROUND SERVICE ALERT ONE—CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG tn H� �_. M g W Z'88 0-80 w W C Z = W0 m� sopE > ,,RR 0 z \ 0 9 M ofl'M w }' tears o=� 8 W��CL�Uo�_o w Ix Q 65 0 pG :> rsk'� n. o`a •• n S Lai 65 0 0 :> (D •• i to C) 00 �, C, o 04 00 � N 9 Ir � N N a m zo 0 0 :> (D •• i to C) 00 �, C, o 04 00 � N 9 CE � � N N a m iii D p o Z � a 30. o � 3 m w Y U m zo 0 0 :> (D •• i Ix stu nne STORM WATER PLAN SHEET i C1.20 I u 0 5-P, t❑ 0 F G 2 1 3 1 4 1 5 EASEMENT PER INSTRUMENT —, NO. 9567575 / / hL EXIS 1 G BUILDING F ,F . LEV: .20 NG ILLVy"AY -ss ss u4 UE ' 1 `,n ( 7 PUBLIC UTILITY.. EASEMENT TO CITY OF SPRINGFIELD RECEPTION; #2001 -051191 -` CURB I.L F 5 RIGHT OF WAY , -L: 439.55' DEDICATION PER 1 Ff FL;°. INSTRUMENT N0. UMP. 437,11' 2016-025781 . ,. �SPHA j 435.70 EASEMENT AREA FOR CRESS AND EGRESS TO CITY OF SPRINGFIELD i T: 441.56' 12x, PV'- FL W� 420'.66' lMITA" SE WLN EAS T CEP110 I k 1 04 I ASPH AI T 6 1 7 THESE DRAWINGS ARE SUFFICIENTLY COMPLETE FOR SUBMISSION TO THE JURISDICTION HAVING AUTHORITY FOR PERMIT. THE CONTRACTOR SHALL NOT USE THESE DRAWINGS FOR CONSTRUCTION UNTIL THE CONTRACTOR RECEIVES WRITTEN APPROVAL FOR USE IN CONSTRUCTION BY THE JURISDICTION HAVING AUTHORITY AND DCI ENGINEERS. UTILITY NOTES: 1. CONTRACTOR SHALL COORDINATE NEW PHONE, POWER AND GAS SERVICE WITH APPROPRIATE UTILITY COMPANY. 2. SEWER LINES MUST BE LAID 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER LINES. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 3. SEWER LINES CROSSING WATER LINES SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE SEWER AND THE BOTTOM OF THE WATER WITH THE SEWER UNE BELOW THE WATER LINE. IF THIS CANNOT BE ACHIEVED, THE SEWER LINE MUST BE ENCASED 10 FEET ON EACH SIDE OF CROSSING WITH A CONTINUOUS 20 FOOT LENGTH OF C900 PVC PIPE. 4. ALL UTILITY RIM ELEVATIONS SHALL BE ADJUSTABLE 0.5 FT UP OR DOWN TO MATCH FINISHED GRADE. RIC, cop� 811-Iq- bboola�-�P�- S ike P tan eW -,uta�H Ait 04 kPtsK Pocl Date Received AR 14 2019 N Original Submitta% csYvA-, GRAPHIC SCALE 20 0 10 2D ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. (INFUT) I inch = 20 & UNDERGROUND SERVICE ALERT ONE—CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG J zo a j= Q u 0 -ftOj: 09 B o o� W I, (i- N m za �a o 5 z • z = vo w co (D � z i.0 ai . \ C%j C� W `� ry� L �Zm tt11 a�ga S wr�_ 3a�v0 CL REFERENCE NOTES: >; 1Q PROVIDE NEW 6- SANITARY SEWER SERVICE, LENGTH AND SLOPE PER PLAN. �> (D F— 2Q EXISTING FIRE HYDRANT. o Q PROVIDE NEW CLEANOUT TO GRADE PER DETAIL 5/C5.00. O. O Q TIE INTO EXISTING SANITARY SEWER STUB. 1 - Q CONNECT TO BUILDING SANITARY SEWER SYSTEM. SEE PLUMBING PLANS. cfl Q ENCASE WATER LINE BETWEEN METER AND BACKFLOW ASSEMBLY WITH CONCRETE. SEE PLUMBING PLANS. Nz SANITARY SEWER CONSTRUCTION NOTES: w 1. FIELD VERIFY ALL ELEVATIONS BEFORE STARTING CONSTRUCTION. < 2. ALL SEWER CONSTRUCTION PROCEDURES AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF SPRINGFIELD CONSTRUCTION SPECIFICATIONS. (.D z 3. ALL SIDE SEWER LINES SHALL BE 8" AS INDICATED ON THE PLANS. 4. ALL SEWER LINES AND WATER LINES SHALL BE DATED TO MEET STATE SEPARATION rn REQUIREMENTS. CLi 5. ALL SIDE SEWERS THAT THE CONTRACTOR IS UNABLE TO MAINTAIN A MINIMUM OF 18" COVER AT WATER MAIN CROSSINGS OR THAT THE SIDE SEWER MUST CROSS ABOVE THE WATER, THE CONTRACTOR SHALL SLEEVE THE SIDE SEWER WITH CONTINUOUS 20' SECTION OF C900 PVC SEWER PIPE CENTERED ON THE CROSSING. 6. SANITARY SEWER PIPE SHALL BE PVC ASTM D 3034, SDR 35, OR ASTM F 789 WITH PUSH -ON JOINTS AND RUBBER GASKETS CONFORMING TO ASTM D 3212 AND ASTM F 477. PROVIDE TRENCHING AND BEDDING PER CITY OF SPRINGFIELD STANDARD DRAWING 4-17. i 7. ALL SEWER LINES MALL BE FIELD STAKED FOR GRADES AND ALIGNMENT BY A LICENSED ENGINEERING OR SURVEYING FIRM QUALIFIED TO PERFORM SUCH WORK. THESE DRAWINGS ARE SUFFICIENTLY COMPLETE FOR SUBMISSION TO THE JURISDICTION HAVING AUTHORITY FOR PERMIT. THE CONTRACTOR SHALL NOT USE THESE DRAWINGS FOR CONSTRUCTION UNTIL THE CONTRACTOR RECEIVES WRITTEN APPROVAL FOR USE IN CONSTRUCTION BY THE JURISDICTION HAVING AUTHORITY AND DCI ENGINEERS. UTILITY NOTES: 1. CONTRACTOR SHALL COORDINATE NEW PHONE, POWER AND GAS SERVICE WITH APPROPRIATE UTILITY COMPANY. 2. SEWER LINES MUST BE LAID 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER LINES. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 3. SEWER LINES CROSSING WATER LINES SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE SEWER AND THE BOTTOM OF THE WATER WITH THE SEWER UNE BELOW THE WATER LINE. IF THIS CANNOT BE ACHIEVED, THE SEWER LINE MUST BE ENCASED 10 FEET ON EACH SIDE OF CROSSING WITH A CONTINUOUS 20 FOOT LENGTH OF C900 PVC PIPE. 4. ALL UTILITY RIM ELEVATIONS SHALL BE ADJUSTABLE 0.5 FT UP OR DOWN TO MATCH FINISHED GRADE. RIC, cop� 811-Iq- bboola�-�P�- S ike P tan eW -,uta�H Ait 04 kPtsK Pocl Date Received AR 14 2019 N Original Submitta% csYvA-, GRAPHIC SCALE 20 0 10 2D ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. (INFUT) I inch = 20 & UNDERGROUND SERVICE ALERT ONE—CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG J zo a j= Q u 0 -ftOj: 09 B o o� W I, (i- N m za �a o 5 z • z = vo w co (D � z i.0 ai . \ C%j C� W `� ry� L �Zm tt11 a�ga S wr�_ 3a�v0 CL o ZOO 0 �> (D F— t o N O. O 0 1 - cfl Nz Nhof Z w ``' o ZOO 0 �> (D F— t o .j 0 Nhof Z w m < E o (.D z rn � CLi U) N i N a cc 040 I, �- L: J O o $ C3 CL n O v ® 3 a v Q m. 8 C G to o ZOO 0 �> (D F— t o .j 0 Nhof Z w m < E IX U. (.D z F_ CLi U) SHEET TITLE: UTILITY PLAN �NO. CI.30 1 0 10' MIN 24' TEMPORARY CONSTRUCTIONO MINIMUM BERM HEIGHT SHALL BE 6 aOOQ EXIT Ono iN. GREATER THAN HEIGHT OF PAD. OOO Oa00 000 o° 0000 aQO 1 FT DEPTH OF 4 IN. TO 8 0 Z AREA IN. CLEAN QUARRY SPALLS 0 FREE OF FINES. 00 MINIMUM BOTTOM 0 DIMENSIONS = 5 FT. X 3 FT a0 ( B SLOPE TO DRAIN 00 8 000 000 0 0 000 O 5' 000 &'00 Q,0� A A0M 3, 0000 0000 0 00 000 0 WASH 3 : 1 FLOW EXISTING PAVEMENT SLOPE C SECTION A—A NOTES: 1. TIRE WASH AREA MUST BE INSTALLED ADJACENT TO AND DOWN GRADIENT FROM TEMPORARY CONSTRUCTION EXIT AND AS CLOSE TO EXISTING PAVEMENT AS POSSIBLE. 2. MORE TRUCK TRAFFIC MAY REQUIRE A LARGER AREA. CONSTRUCTION ENTRANCE SCALE : NTS D F Yl 3 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 4 2"X2' BY 14 Go. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED I # I FILTER FABRIC 1# # 11 �t.OW /i\�//jam,\•///��/'���•//%�li///��\%\ //' — � MIN. 4!X4!' TRENCH 11 II 11 6' MAX I I BACKFILL TRENCH WITH I I NATIVE SOL OR 3/4"-1.5" U WASHED GRAVEL POST SPACING MAY 2"X4" WOOD POSTS, STEEL FENCE BE INCREASED POSTS, REBAR, OR EQUIVALENT TO 8' IF WIRE NOTE FILTER FABRIC FENCE BACKING IS USED SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. MAINTENANCE STANDARDS: 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGN OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. FILTER FABRIC FENCE DETAIL 5 A FLAN VIEW CONCRETE WIRE SCREEN OR GRAVEL BLOCK WIRE FABRIC BACKFILL OVERFLOW -- - - -- - —•- O _RF .,'�•,3 I Y t ('i��,'•,'`- PIACE GEOTEX #351 FILTER FABRIC BETWEEN SECTION EAFRAME AND GRATE NOTES: 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 57.) 2. EXCAVATE A BASIN OF SUFFICIENT SIZE ADJACENT TO THE DROP INLET. 3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. INLET PROTECTION DETAIL CONCRETE PAD WATERTIGHT" CAP FIBER JOINT PACKING 0 TYPICAL CLEANOUT SCALE : NTS 2. 6" SEWER PIPE LENGTH TO FIT SCALE : NTS FOR PERMIT THESE DRAWINGS ARE SUFFICIENTLY COMPLETE FOR SUBMISSION TO THE JURISDICTION HAVING AUTHORITY FOR PERMIT. THE CONTRACTOR SHALL NOT USE THESE DRAWINGS FOR CONSTRUCTION UNTIL THE CONTRACTOR RECEIVES WRITTEN APPROVAL FOR USE IN CONSTRUCTION BY THE JURISDICTION HAVING AUTHORITY AND DCI ENGINEERS. mm TRENCH WD FH12"rare ru vnn ru VARIES d - USE CONTROL DENSITY FILL . (-0F) AS REQUIRED WATER 314"-O" CRUSHED AGGREGATE RIP -RAP' NOTE.• `O 3" CONDUIT IS REQUIRED MIN. Rd N. FOR ALL LONG SERVICES -*• f SIN. P h'. I" AND SMALLER, REFER PAVED ROAD TO W�SC STD. DW�'G. WJ.00 SLOUGH CROSSING SCALE: N.T.S. r77,WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRMNIN BY: LSB ��J7 CONSTRUCTION .1 TYPICAL TRENCH SECTIONS ENGINEERING: SPRINGFIF.IDUMIIJTYB(TARn REVISED:I-T5-2QT3 CH SECTIONS SCALE : NTS 0 PIPE SEE ZCHAE ? ° W ? o q o BELOW y C 100+ CLASS "A" CONCRETE ENCASEMENT MAY BE POURED LOAD FACTOR 3.0 TO ML TRM WIDTH � 1 i 4ffi& PIPE ZONE MATERIAL s� + M"' — a REINFORCING SHALL BE: �° 4" MRtBt N STEEL BAR 2" ABOVE PIPE (Ijggx_$,}r� STORM SEWER g q 2506 PSI CONCRETE TIGHT J01NT PIPE OPEN JOINTED PPE `o • o'. b 'a a PLASTIC PPE PERFORATED PIPE I bb' Y PEA ROCK ROUND ROCK ? a o BLEND (PEA'4 SAND 3/$" MRI. ULETER D ROCK CRUSHED ROCK 3f4' W. DIAMETER p �}� e I> n LY 4 A e , s R C> s CONTROLLED DENSITY FU ICOF z REOLOEO IF TRENCH IS LATERAL TO 3 OR IN THE TRAVEL LANE3J4"- 4` CRUSHED ROCI( LOAD FACTORS � < KWORCED P = 1.00% - 4.8 P = 0.40% - 3.4 PLAIN 2.8 o CLASSa B» WE ZONE o a o aBOi£�ICEART OUTSIDE DIAMETEROF PPE D - NOWNAL PPE SIZE 0 0 - FILL BELOW PIPE (SEE TABU) P - AREA OF TRANSYERSE STEEL IN THE CRADLE OR ARCH EXPRESSED AS A PERCENTAGE OF AREA e Ai a. oQa° a P a. `g , a..o Oi CONCRETE AT INVERT OR CROWN. 31,r- 0- CRUSHED ROCK CLASS "C TABLE OF DEPTH�j BELOW fm TRENCH MOTH MINIMUM TRENCH WDTH+, VARIES VARLES 4' BB' + 6" e j rn� SELECT NAT7VE W z v E SOIL A= i W�� L ora in W L.L A MINIMUM 12" SEPARATION ood€ 0 "? �QQ'ci�p BETIWEN WATER AND OTHER DUCTS. NO DUCTS r Z' � } MAY BE PLACED ABOVE J M < o O Z m WATERLINE. : w�coas t�11 vp~=� 314"-0" CRUSHED WAFER AGGREGATE WAFER fZ CO s * z� t7 0CL' N Q MIN. 44INL' ;ffIN. MIN. UNDEVELOPED GROUND GRAVEL ROAD mm TRENCH WD FH12"rare ru vnn ru VARIES d - USE CONTROL DENSITY FILL . (-0F) AS REQUIRED WATER 314"-O" CRUSHED AGGREGATE RIP -RAP' NOTE.• `O 3" CONDUIT IS REQUIRED MIN. Rd N. FOR ALL LONG SERVICES -*• f SIN. P h'. I" AND SMALLER, REFER PAVED ROAD TO W�SC STD. DW�'G. WJ.00 SLOUGH CROSSING SCALE: N.T.S. r77,WATER DIVISION STANDARD DRAWING DRAWING NUMBER DRMNIN BY: LSB ��J7 CONSTRUCTION .1 TYPICAL TRENCH SECTIONS ENGINEERING: SPRINGFIF.IDUMIIJTYB(TARn REVISED:I-T5-2QT3 CH SECTIONS SCALE : NTS 0 PIPE SEE ZCHAE ? ° W ? o q o BELOW y C 100+ CLASS "A" CONCRETE ENCASEMENT MAY BE POURED LOAD FACTOR 3.0 TO ML TRM WIDTH � 1 i 4ffi& PIPE ZONE MATERIAL s� + M"' — a REINFORCING SHALL BE: �° 4" MRtBt N STEEL BAR 2" ABOVE PIPE (Ijggx_$,}r� STORM SEWER g q 2506 PSI CONCRETE TIGHT J01NT PIPE OPEN JOINTED PPE `o • o'. b 'a a PLASTIC PPE PERFORATED PIPE I bb' Y PEA ROCK ROUND ROCK ? a o BLEND (PEA'4 SAND 3/$" MRI. ULETER D ROCK CRUSHED ROCK 3f4' W. DIAMETER p �}� e I> n LY 4 A e , s R C> s CONTROLLED DENSITY FU ICOF z REOLOEO IF TRENCH IS LATERAL TO 3 OR IN THE TRAVEL LANE3J4"- 4` CRUSHED ROCI( LOAD FACTORS � < KWORCED P = 1.00% - 4.8 P = 0.40% - 3.4 PLAIN 2.8 o CLASSa B» WE ZONE o a o aBOi£�ICEART OUTSIDE DIAMETEROF PPE D - NOWNAL PPE SIZE 0 0 - FILL BELOW PIPE (SEE TABU) P - AREA OF TRANSYERSE STEEL IN THE CRADLE OR ARCH EXPRESSED AS A PERCENTAGE OF AREA e Ai a. oQa° a P a. `g , a..o Oi CONCRETE AT INVERT OR CROWN. 31,r- 0- CRUSHED ROCK CLASS "C TABLE OF DEPTH�j BELOW fm 0 MINIMUM 0 - 27' 3' 3O' - 60' 4' BB' + 6" CITY OF SPRINGFIELD t DEPT. OF PUBLIC (FORKS TYPICAL. DRAWING G OkL r PIPE ZONE AND PIPE BEDDINGsprA4_1 7 FILE: aoWc TYPICAL SEINER PIPE ZONE AND PIPE BEDDING DETAIL SCALE : NTS Rlt copy 91'HE - t��o4 q -W)- ate Received 514-c Y) W 46.0- AW&I MA BAR 14 201 J Odginal SUbmilt �(1/y`'" CONTRACTOR NOTE ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEYS FURNISHED BY OTHERS. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEYS. CONTACT THE UTILITY OWNER/AGENCY FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION. UNDERGROUND SERVICE ALERT ONE—CALL NUMBER 811 CALL TWO BUSINESS DAYS BEFORE YOU DIG SHEET TITLE - DETAILS J is 0 o� Q N -6 fy s �,00= �I_ e j rn� W z v E I• c �$ crK W�� L ora in W L.L A C W C0 m ood€ 0 �QQ'ci�p 8€ ,p _ tq Jz Z' � } m 64 r_ -�gui J M < o O Z m a &Z w�coas t�11 vp~=� ^8 W fZ SHEET TITLE - DETAILS 0 `J � e j KZ.OO cn .- C> JA m a crK in A LLJ SHEET TITLE - DETAILS i o in 0) .` SHEET TITLE - DETAILS i o 0) .` t7 0CL' N Q CO Ir � � tV 2 m � o CL a CL -a o Ni o Nx o SHEET TITLE - DETAILS i SHEET TITLE - DETAILS GUEST ROOM COUNT BREAKDOWN GROUND FLR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR TOTAL KING: 2 10 10 10 10 42 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CM L. ARCHITECTU RAJ, STRUCTURAI, MECHANICAL. ELECTRICAL AND OR PWM81NG DRAWINGS, ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. TH E COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. S. DOUBLE QUEEN: 0 9 10 10 10 39 ACCESSIBLE KING I SHOWER): 0 1 - - -- 1 ACCESSIBLE DOUBLE QUEEN ADA TUB : - 1 1 1 1 4 2 21 21 21 21 86 ACCESSIBLE ROOMS WITH RI SHOWER: ROOM# A224 ACCESSIBLE ROOMS WITH ADA TUB: ROOM# A203 -A303 -A403 -A503 ACCESSIBLE ROOMS WITH COMMUINCATION FEATURE: ROOM# A102 -A203 -A214 -A301 -A320 -A415 -A424 -A507 -A523 KEY NOTES: OREFER TO ENLARGED GUESTROOM PLANS FOR INFORMATION OOVERALL BUILDING DIMENSIONS BASED ON WOOD FRAME CONSTRUCTION — OVERALL DIMENSION WILL VARY BASED ON FINAL BUILDING CONSTRUCTION O O EGRESS STAIR IN WOOD FRAME STAIR ENCLOSURE THIS ELEVATOR CAR SHALL PROVIDE EMERGENCY ACCESS TO ALL FLOORS AND BE LARGE ENOUGH TO ACCOMMODATE AN AMBULANCE STRETCHER UNE OF ROOF/ CANOPY FIRE SEPARATION DOORS (IF REQUIRED) TO BE ON AUTOMATIC CLOSURES ACTIVATED BY FIRE ALARM SYSTEM — VERIFY REQUIREMENTS WITH LOCAL JURISDICTIONS KEYCARD READER ENTRANCE HARDWARE, MOUNTED SO THATTOP OF READER IS A MAXIMUM OF 48' ABOVE GRADE OR FINISH FLOOR ALL STEEL COLUMNS ON THE FIRST FLOOR SHALL BE PROTECTED IN ACCORDANCE WITH UL #X794 (REFER TO SHEET 6005 FOR UL INFORMATION) TO PROVIDE 2hr RATE RATING, PROTECTIVE RATING SHALL EXTEND FROM THE BOTTOM OF THE COLUMN (FOP OF FLOOR) TO THE TOP OF THE COLUMN REFER TO DETAIL 03/A313 FOR PROTECTION REQUIREMENTS FOR STEEL BEAMS SYMBOL KEY: ACCESSIBLE ROOM A201 C.F. ROOM — REFER TO ENLARGED GUESTROOM PLANS FOR POWER AND SIGNAL 147-11 HOTEL OCCUPANCY SCALE 1/8n = V-00 r J� (� MAGNETIC DOOR HOLD OPENER TIED TO BUILDING ALARM SYSTEM v — REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION NOTES: 1. REFER TO 02/A102 FOR ENLARGED SHAFT WALL PLANS W/ TAGGED WALL TYPES. 2. REFER TO ENLARGED GUESTROOM UNIT PLANS FOR WALL TAGS ON ALL GUESTROOM INTERIOR WALLS. 3. EXTERIOR DIMENSIONS ARE SHOWN TO THE FACE OF STUDS. 4. GRID UNE SHOWN IN THE CENTER OF STUDS. Si}� Ptav� R&vie,Ak) p�, pes h Pare L NO. DESCRIPTION DATE BY DRAWING QUESTIONS CA@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. 3111 FRANKLIN BLVD. SPRINGFIELD, OREGON 97403 PROJECT tj 1 • 03/11/2019 `. • FIRST FLOOR '• L& SHEET A101 18204 JL101.DWG IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDEDA CONTRACT FOR ANY PORTIO/ OF WORK NEIDED TO COMPLETE THIS PROIECrYOU ARE AGREEING TO THE FOLLOWINGTERNIS: L YOU AREA QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CM L. ARCHITECTU RAJ, STRUCTURAI, MECHANICAL. ELECTRICAL AND OR PWM81NG DRAWINGS, ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. TH E COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. S. AS AN EXAMPLE ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENT$ DUMPSTERS, DEBRIS CLEANUP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED INA TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, ATTHE OWNERS' DISCRETION. NO. DESCRIPTION DATE BY DRAWING QUESTIONS CA@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. 3111 FRANKLIN BLVD. SPRINGFIELD, OREGON 97403 PROJECT tj 1 • 03/11/2019 `. • FIRST FLOOR '• L& SHEET A101 18204 JL101.DWG DRAWING QUESTIONS CA@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. 3111 FRANKLIN BLVD. SPRINGFIELD, OREGON 97403 PROJECT tj 1 • 03/11/2019 `. • FIRST FLOOR '• L& SHEET A101 18204 JL101.DWG 1'-1 WR" R 1/R" R 1/R" (ER OF 5/8° TYPE x GYP BOARD ON VOOD FRAMING @ 16oc ' 'p., KI 'it1'I I, I '� SINGLE ARE @ STAIR WALL • Ili , i'' SINGLE FIMRE @ INTERIOR WALL GUEST ROOM COUNT BREAKDOWN GROUND FLR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR TOTAL KING:ro 10 10 10 10 42 YOU AREA QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCTTO COMPLETE YOUR SCOPE OF WORK. 4. DOUBLE QUEEN: 9 10 10 10 39 AS AN EXAMPLE; ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED INA TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, ATTHE OWNERS' DISCRETION. ACCESSIBLE KING I SHOWER : 1 — — — 1 ACCESSIBLE DOUBLE QUEEN ADA TUB): — f 1 1 1 4 2 21 21 21 21 86 ACCESSIBLE ROOMS WITH RI SHOWER: ROOM# A224 ACCESSIBLE ROOMS WITH ADA TUB: ROOM# A203 -A303 -A403 -A503 ACCESSIBLE ROOMS WITH COMMUINCATION FEATURE: ROOM# A102 -A203 -A214 -A301 -A320 -A415 -A424 -A507 -A523 NOTES: 1. REFER TO 02/A102 FOR ENLARGED SHAFT WALL PLANS w/ TAGGED WALL TYPES. 2. REFER TO ENLARGED GUESTROOM UNIT PLANS FOR WALL TAGS ON ALL GUESTROOM INTERIOR WALLS. 3. EXTERIOR DIMENSIONS ARE SHOWN TO THE FACE OF STUDS. 4. GRID LINE SHOWN IN THE CENTER OF STUDS. 10 11 lz 13 14 If NOTES: REFER TO ENLARGED GUESTROOM PLANS FOR INFORMATION OVERALL BUILDING DIMENSIONS BASED ON WOOD FRAME CONSTRUCTION - OVERALL DIMENSION WILL VARY BASED ON FINAL BUILDING CONSTRUCTION EGRESS STAIR IN WOOD FRAME STAIR ENCLOSURE NOT USED LINE OF ROOF/ CANOPY NOT USED NOT USED CANOPY ROOF DRAIN BELOW NOT USED PTAC UNIT PROVIDE ADEQUATE STORAGE SOLUTIONS FOR LINEN STORAGE, LINEN CART STORAGE AND HOUSEKEEPING APPLIANCE STORAGE PER TRU BY HILTON BRAND STANDARDS THIS ELEVATOR CAR SHALL PROVIDE EMERGENCY ACCESS TO ALL FLOORS AND BE LARGE ENOUGH TO ACCOMMODATE AN AMBULANCE STRETCHER LINEN CHUTE - FIRE SEPARATE PER LOCAL JURISDICTIONS - REFER TO TRU BY HILTON BRAND STANDARDS FOR ADDITIONAL INFORMATION KEYCARD READER ENTRANCE HARDWARE; MOUNTED SO THAT TOP OF READER IS A MAXIMUM OF 48- ABOVE GRADE OR FINISH FLOOR SYMBOL KEY: ACCESSIBLE ROOM ®C.F. ROOM - REFER TO ENLARGED GUESTROOM PLANS FOR POWER AND SIGNAL m R MAT;NFTIr nnnR tarn n npFNFR Tim Tn At III niNG ALARM SYSTEM INFORMATION BACK TO BACK ALIGNED FIXTURES py Pg iq Of aq im NO. DESCRIPTION DATE BY DRAWING QUESTIONS CA@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDEDTO COR04EM THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS L YOU AREA QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCTTO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CML, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDEDTO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. S. AS AN EXAMPLE; ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED INA TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, ATTHE OWNERS' DISCRETION. NO. DESCRIPTION DATE BY DRAWING QUESTIONS CA@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. GUEST ROOM COUNT BREAKDOWN GROUND FLR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR TOTAL KING: 2 10 10 10 10 42 YOU AREA QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. DOUBLE QUEEN: 0 9 10 10 10 39 YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. S.AS AN EXAMPLE. ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, Err- ARE YOUR RFSPONSIBIUTY. ANY WORK NOT COMPLETED INA TIMELY MANNER, ORINCOMPLETE WORK WILL BEBILLED BACK TOTHE CONTRACTOR AND ORSUBCONTRACTOR, ATTHE OWNERT ACCESSIBLE KING @1 SHOWER : 0 1 - - - 1 ACCESSIBLE DOUBLE QUEEN ADA TUB : - 1 1 1 1 4 2 21 21 21 21 86 ACCESSIBLE ROOMS WITH RI SHOWER: ROOM# A224 ACCESSIBLE ROOMS WITH ADA TUB: ROOM# A203 -A303 -A403 -A503 ACCESSIBLE ROOMS WITH COMMUINCATION FEATURE: ROOM# A102 -A203 -A214 -A301 -A320 -A415 -A424 -A507 -A523 m THIRD FLOOR PLAN KALE.1/8n =1� 0" KEY NOTES: OREFER TO ENLARGED GUESTROOM PLANS FOR INFORMATION 2OOVERALL BUILDING DIMENSIONS BASED ON WOOD FRAME CONSTRUCTION - OVERALL DIMENSION WILL VARY BASED ON FINAL BUILDING CONSTRUCTION OEGRESS STAIR IN WOOD FRAME STAIR ENCLOSURE ONOT USED OLINE OF ROOF/ CANOPY 6O NOT USED ]� NOT USED OCANOPY ROOF DRAIN BELOW ONOT USED 10 PTAC UNIT 11 PROVIDE ADEQUATE STORAGE SOLUTIONS FOR LINEN STORAGE, LINEN CART STORAGE AND HOUSEKEEPING APPLIANCE STORAGE PER TRU BY HILTON BRAND STANDARDS j2 THIS ELEVATOR CAR SHALL PROVIDE EMERGENCY ACCESS TO ALL FLOORS AND BE LARGE ENOUGH TO ACCOMMODATE AN AMBULANCE STRETCHER 13 LINEN CHUTE - FIRE SEPARATE PER LOCAL JURISDICTIONS - REFER TO TRU BY HILTON BRAND STANDARDS FOR ADDITIONAL INFORMATION 14 KEYCARD READER ENTRANCE HARDWARE; MOUNTED SO THAT TOP OF READER IS A MAXIMUM OF 48' ABOVE GRADE OR FINISH FLOOR SYMBOL KEY: G../t ACCESSIBLE ROOM f� C.F. ROOM - REFER TO ENLARGED GUESTROOM PLANS FOR POWER (� AND SIGNAL MAGNETIC DOOR HOLD OPENER TIED TO BUILDING ALARM SYSTEM - REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION NOTES: i. REFER TO 02/A102 FOR ENLARGED SHAFT WALL PLANS w/ TAGGED WALL TYPES. 2. REFER TO ENLARGED GUESTROOM UNIT PLANS FOR WALL TAGS ON ALL GUESTROOM INTERIOR WALLS. 3. EXTERIOR DIMENSIONS ARE SHOWN TO THE FACE OF STUDS. 4. GRID LINE SHOWN IN THE CENTER OF STUDS. Fh Gopy lillHq- Si4t Plcun q-tpesh Pagel original .: , KEY PIAN N.TS NO. DESCRIPTION DATE BY DRAWING QUESTIONS CA@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DI RECHON OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS. (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WIM NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: L YOU AREA QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOURBID INCLUDED ALL THE STEPS,PROCESSES,MATERIALS,PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACrOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL ARCHITECTURAL, STRUCTURAL, MECHANICAL. ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. S.AS AN EXAMPLE. ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, Err- ARE YOUR RFSPONSIBIUTY. ANY WORK NOT COMPLETED INA TIMELY MANNER, ORINCOMPLETE WORK WILL BEBILLED BACK TOTHE CONTRACTOR AND ORSUBCONTRACTOR, ATTHE OWNERT o15CRENON. NO. DESCRIPTION DATE BY DRAWING QUESTIONS CA@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DI RECHON OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. GUEST ROOM COUNT BREAKDOWN IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDEDA ODNTRACT FOR ANY PORTION OF WORK NFLDEDTO COMPLETE THIS PROJECFYOU ARE AGREEING TO THE FOLLOWING TERMS, GROUND FLR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR TOTAL KING: 2 10 10 10 10 42 _ AS AN EXAMPLE: ITEMS AND ORTASKS LIKE, FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENT$, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, ATTHE OWNERS' DISCRETION. DOUBLE QUEEN: 0 9 10 10 10 39 ACCESSIBLE KING I SHOWER : 0 1 - - - 1 ACCESSIBLE DOUBLE QUEEN ADA TUB): - 1 1 1 1 4 2 21 21 21 21 86 ACCESSIBLE ROOMS WITH R) SHOWER: ROOM# A224 ACCESSIBLE ROOMS WITH ADA TUB: ROOM# A203 -A303 -A403 -A503 ACCESSIBLE ROOMS WITH COMMUINCATION FEATURE: ROOM# A102 -A203 -A214 -A301 -A320 -A415 -A424 -A507 -A523 1 A201 1 A200 0111 1,114 1 ` SCALE: 1/8" =1' -OR KEY NOTES: REFER TO ENLARGED GUESTROOM PLANS FOR INFORMATION OVERALL BUILDING DIMENSIONS BASED ON WOOD FRAME CONSTRUCTION - OVERALL DIMENSION WILL VARY BASED ON FINAL BUILDING CONSTRUCTION EGRESS STAIR IN WOOD FRAME STAIR ENCLOSURE NOT USED LINE OF ROOF/ CANOPY NOT USED NOT USED CANOPY ROOF DRAIN BELOW NOT USED PTAC UNIT PROVIDE ADEQUATE STORAGE SOLUTIONS FOR LINEN STORAGE, LINEN CART STORAGE AND HOUSEKEEPING APPLIANCE STORAGE PER TRU BY HILTON BRAND STANDARDS THIS ELEVATOR CAR SHALL PROVIDE EMERGENCY ACCESS TO ALL FLOORS AND BE LARGE ENOUGH TO ACCOMMODATE AN AMBULANCE STRETCHER LINEN CHUTE - FIRE SEPARATE PER LOCAL JURISDICTIONS - REFER TO TRU BY HILTON BRAND STANDARDS FOR ADDITIONAL INFORMATION KEYCARD READER ENTRANCE HARDWARE; MOUNTED SO THAT TOP OF READER IS A MAXIMUM OF W ABOVE GRADE OR FINISH FLOOR SYMBOL KEY: ACCESSIBLE ROOM ®C.F. ROOM - REFER TO ENLARGED GUESTROOM PLANS FOR POWER AND SIGNAL uMAGNERG DOOR HOLD OPENER TIED TO BUILDING ALARM SYSTEM - REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION �Ilji*s 1. REFER TO 02/A102 FOR ENLARGED SHAFT WALL PLANS w/ TAGGED WALL TYPES. 2. REFER TO ENLARGED GUESTROOM UNIT PLANS FOR WALL TAGS ON ALL GUESTROOM INTERIOR WALLS. 3. EXTERIOR DIMENSIONS ARE SHOWN TO THE FACE OF STUDS. 4. GRID LINE SHOWN IN THE CENTER OF STUDS. ooo0�L�lP2 Side, Plan r22v�����bY�„t°� A1,pesh ��1 p� a[ of aq MAR 14 2019 KEY PLAN N.T.S NO. DESCRIPTION DATE BY DRAWING QUESTIONS CA a@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDEDA ODNTRACT FOR ANY PORTION OF WORK NFLDEDTO COMPLETE THIS PROJECFYOU ARE AGREEING TO THE FOLLOWING TERMS, L YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNI NG PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AN D WARRANTED SYSTEM OR INSTALLATION -THAT DOES NOT REQUIRE13 ANOTHER CONTRACTOR OR PRODUCT TO COM PLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN IN FORMATION REFERENCED WITHIN ANY CIVIL, ARCH ITECTURAL,STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMAnom TH E COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARYTO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. S. AS AN EXAMPLE: ITEMS AND ORTASKS LIKE, FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENT$, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, ATTHE OWNERS' DISCRETION. NO. DESCRIPTION DATE BY DRAWING QUESTIONS CA a@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. DRAWING QUESTIONS CA a@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. GUEST ROOM COUNT BREAKDOWN IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTILLATIONS) IF AWARD A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECTYOU ARE AGREEING TO THE FOLLOWING TERMS: GROUND FLR 2ND FLOOR 3RD FLOOR 4TH FLOOR STH FLOOR TOTAL KING: 2 10 10 10 10 42 YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARYTO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. S. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE, FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC- ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN ATIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, ATTHE OWNERS' DISCRETION. DOUBLE QUEEN: 0 9 10 10 v 10 39 ACCESSIBLE KING I SHOWER): 0 1 — — — 1 ACCESSIBLE DOUBLE QUEEN ADA TUB): — 1 1 1 1 4 2 21 21 21 21 86 ACCESSIBLE ROOMS WITH RI SHOWER: ROOM# A224 ACCESSIBLE ROOMS WITH ADA TUB: ROOM# A203 -A303 -A403 -A503 ACCESSIBLE ROOMS WITH COMMUINCATION FEATURE: ROOM# A102 -A203 -A214 -A301 A320 -A415 -A424 -A507 -A523 1 A200 SCALE: 1/8"= I' (10 mW KEY NOTES: OREFER TO ENLARGED GUESTROOM PLANS FOR INFORMATION OOVERALL BUILDING DIMENSIONS BASED ON WOOD FRAME CONSTRUCTION - OVERALL DIMENSION WILL VARY BASED ON FINAL BUILDING CONSTRUCTION OEGRESS STAIR IN WOOD FRAME STAIR ENCLOSURE OALTERNATE TREAD DEVICE OLINE OF ROOF/ CANOPY 5 ONOT USED b ONOT USED 7 OCANOPY ROOF DRAIN BELOW ONOT USED 9 PTAC UNIT is PROVIDE ADEQUATE STORAGE SOLUTIONS FOR LINEN STORAGE, LINEN F> l CART STORAGE AND HOUSEKEEPING APPLIANCE STORAGE PER TRU BY HILTON BRAND STANDARDS THIS ELEVATOR CAR SHALL PROVIDE EMERGENCY ACCESS TO ALL 12 FLOORS AND BE LARGE ENOUGH TO ACCOMMODATE AN AMBULANCE STRETCHER LINEN CHUTE - FIRE SEPARATE PER LOCAL JURISDICTIONS - REFER TO 13 TRU BY HILTON BRAND STANDARDS FOR ADDITIONAL INFORMATION KEYCARD READER ENTRANCE HARDWARE, MOUNTED SO THAT TOP OF 14 READER IS A MAXIMUM OF 48` ABOVE GRADE OR FINISH FLOOR SYMBOL KEY: G� ACCESSIBLE ROOM omh C.F. ROOM - REFER TO ENLARGED GUESTROOM PLANS FOR POWER AND SIGNAL J� MAGNETIC DOOR HOLD OPENER TIED TO BUILDING ALARM SYSTEM v — REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION NOTES: 1. REFER TO 02/A102 FOR ENLARGED SHAFT WALL PLANS W/ TAGGED WALL TYPES. 2. REFER TO ENLARGED GUESTROOM UNIT PLANS FOR WALL TAGS ON ALL GUESTROOM INTERIOR WALLS. 3. EXTERIOR DIMENSIONS ARE SHOWN TO THE FACE OF STUDS. 4. GRID LINE SHOWN IN THE CENTER OF STUDS. �I� CSPy Stl-e �Lo�r� (�c.�e,��M�javMod A*sI� Paa-cl Date Received odginal faT KEY PLAN N.TS NO. DESCRIPTION DATE BY DRAWING QUESTIONS CA@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. by H19LTON 3111 FRANKLIN BLVD. SPRINGFIELD, OREGON 97403 PROJECT NO.: 18-204 DATE: 03111/2019 DRAWN BY: JR CHKD. BY: DE FIFTH ii PLAN STET A105 182D4_IL10S.DWG IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTILLATIONS) IF AWARD A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECTYOU ARE AGREEING TO THE FOLLOWING TERMS: L YOU AREA QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOURBIDINCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED ANDWARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHERCONTRACrOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CML, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS, ALSO NOTE THESE DRAWINGSARE SCHEMATICAND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARYTO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. S. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE, FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC- ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN ATIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, ATTHE OWNERS' DISCRETION. NO. DESCRIPTION DATE BY DRAWING QUESTIONS CA@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. by H19LTON 3111 FRANKLIN BLVD. SPRINGFIELD, OREGON 97403 PROJECT NO.: 18-204 DATE: 03111/2019 DRAWN BY: JR CHKD. BY: DE FIFTH ii PLAN STET A105 182D4_IL10S.DWG 00 0 0 w Ln CO 9 0 5TH FLOOR _ El EV: 45'-17/8" 4TH FLOOR ELEV: 35'-1 3RD FLOOR ELEV: 25'-0 5/8" I Ex 1 6 1 2ND FLOOR ELEV:15'-0" 1 E 18 IST FLOOR ELEV: 0'-0" 1 Ex 13 1 C A B D E F G H J K 1 2 � i i J�go4 i EX I i i 1 kL�� RIGHT SIDE ELEVATION o 19 1—' `—I EX 1 9 T.O. (#6) PARAPET FRAMING REV: 62'-4" i. T.O. (#2) PARAPET FRAMING F,, ELEV: 58'-11 118 i Tr _ TRUSS BEARING ELEV: 53'-101/8" aD T.O. (#4) PARAPET FRAMING IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUW MRACTORS- (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) ao T.O. (#1) PARAPET FRAMING 1� ELEV: 57-41/8" — 5TH FLOOR CLADDING SYSTEM @9 - BASIS OF DESIGN - YOURBID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTAL ATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. TRUSS BEARING YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAW NGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AN D ARE I NTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLE ON OF — ELEV: 53'-101/8" Nr .-r 14 ao COORDINATE FOR MINIMUM EXTERIOR CONTINUOUS -ao 4) 00 0 0 w Ln CO 9 0 5TH FLOOR _ El EV: 45'-17/8" 4TH FLOOR ELEV: 35'-1 3RD FLOOR ELEV: 25'-0 5/8" I Ex 1 6 1 2ND FLOOR ELEV:15'-0" 1 E 18 IST FLOOR ELEV: 0'-0" 1 Ex 13 1 C A B D E F G H J K 1 2 � i i J�go4 i EX I i i 1 kL�� RIGHT SIDE ELEVATION o 19 1—' `—I EX 1 9 T.O. (#6) PARAPET FRAMING REV: 62'-4" i. T.O. (#2) PARAPET FRAMING F,, ELEV: 58'-11 118 i Tr _ TRUSS BEARING ELEV: 53'-101/8" aD NOTES: IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUW MRACTORS- (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) ao LEGEND: 1� APPROXIMATE LINE OF GRADE 5TH FLOOR CLADDING SYSTEM @9 - BASIS OF DESIGN - YOURBID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTAL ATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. ABOVE GRADE EXPOSED FOUNDATION WALL YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAW NGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AN D ARE I NTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLE ON OF 'STUCCO PANEL' BY HARDIE — ELEV: 45`4 718" 14 AS AN EXAMPLE- ITEMS AND ORTASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHOR, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN ATIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS COORDINATE FOR MINIMUM EXTERIOR CONTINUOUS DISCRETION. 4) OD Ln INSULATION THICKNESS / R -VALUE REQUIREMENTS IN NOT USED 0 ACCORDANCE WITH ADOPTED ENERGY CODE REQUIREMENTS 0 � FOR ALL CLADDING AREAS. f � ALUMINUM FIXED WINDOW W/THERMAL BROKEN FRAME, INSULATED Q 0 4TH FLOOR — ELEV: 35`-1 1/4" 14 OALUMINUM FIXED WINDOW W/ THERMAL BROKEN FRAME, INSULATED BLACK GLAZING HARDIE STUCCO PANEL: COLOR TO MATCH DRYVIT #6138 0 ALUMINUM STOREFRONT SYSTEM W/THERMAL BROKEN FRAME AND IX 2 OVERCAST 0 INSULATED GLAZING ALUMINUM PTAC LOWER- COLOR TO MATCH ADJACENT MATERIAL 3RD FLOOR HARE STUCCO PANEL COLOR TO MATCH DRYVIT #207 GLACI ER (k) a — ELEV: 25'-0 Sj8" 14 NOT USED ao \ f SIGNAGE -REFER TO TRU BY HILTON EXTERIOR SIGNAGE o HARDIE STUCCO PANELCOLOR TO MATCH PANTONE PMS ®o SPECIFICATIONS 0 PROCESS CYAN KYNAR FINISH ALUMINUM COPING/ GRAVEL STOP SYSTEM —COLOR TO — 2ND FLOOR 14 11 MATCH ADJACENT MATERIAL ELEV: 15'-0" TATTLETALE O O o HIGH PRESSURE LAMINATE PANEL COLOR TO MATCH PANTON O D un PMS PROGRESS CYAN EXPANSION JOINT @ FLOOR LINE W/ BACKER ROD AND SEALANT EX 8 HIGH PRESSURE LAMINATE PANEL; COLOR TO MATCH COLOR 13 4) TO MATCH PANTONE PMS PROGRESS CYAN _ 1ST FLOOR i4 ELEV: 0'-0" CONSTRUCTION EX 9 BENJAMIN MOORE EXTERIOR PAINT: 1596 NIGHTFALL/ HIGH Q ALERT: REFER TO ARCHITECTURAL FINISHES AND FIXTURE SPECIFICATIONS FOR COLOR CODING SCHEDULE 1- TRUH 041085S - PANTONE PINS PROCESS YELLOW 2 - TRUH 051085S - PANTONE PMS PROCESS CYAN 3 - TRUH 061085S - PANTONE PMS #317C 4 - TRUH 071085S - PANTONE PMS #2955C 5 - TRUH 081085S - PANTONE PMS #2685C T BAND DETAIL *411EN 5 4 3 2 1.9 1 A�07 11 KEY NOTES: IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUW MRACTORS- (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) =FINISH LEGEND: 1� APPROXIMATE LINE OF GRADE YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. CLADDING SYSTEM @9 - BASIS OF DESIGN - YOURBID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTAL ATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. ABOVE GRADE EXPOSED FOUNDATION WALL YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAW NGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AN D ARE I NTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLE ON OF 'STUCCO PANEL' BY HARDIE YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. S. AS AN EXAMPLE- ITEMS AND ORTASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHOR, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN ATIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS COORDINATE FOR MINIMUM EXTERIOR CONTINUOUS DISCRETION. INSULATION THICKNESS / R -VALUE REQUIREMENTS IN NOT USED ACCORDANCE WITH ADOPTED ENERGY CODE REQUIREMENTS FOR ALL CLADDING AREAS. f � ALUMINUM FIXED WINDOW W/THERMAL BROKEN FRAME, INSULATED \ / GLAZING WITH INTEGRAL ALUMINUM LOUVER AT PTAC UNITS DC i HARDIE STUCCO PANEL- COLOR TO MATCH PANTONE 7C OALUMINUM FIXED WINDOW W/ THERMAL BROKEN FRAME, INSULATED BLACK GLAZING HARDIE STUCCO PANEL: COLOR TO MATCH DRYVIT #6138 ALUMINUM STOREFRONT SYSTEM W/THERMAL BROKEN FRAME AND IX 2 OVERCAST �l INSULATED GLAZING ALUMINUM PTAC LOWER- COLOR TO MATCH ADJACENT MATERIAL p( $ HARE STUCCO PANEL COLOR TO MATCH DRYVIT #207 GLACI ER ALUMINUM SLIDING ENTRY DOOR W/ INSULATED GLAZING � 4 HARDIE STUCCO PANEL FINISH VARIES -REFER TO DIAGRAM NOT USED \ f SIGNAGE -REFER TO TRU BY HILTON EXTERIOR SIGNAGE HARDIE STUCCO PANELCOLOR TO MATCH PANTONE PMS 10 SPECIFICATIONS IX 5 PROCESS CYAN KYNAR FINISH ALUMINUM COPING/ GRAVEL STOP SYSTEM —COLOR TO IX 6 HARDIE STUCCO PANEL COLOR TO MATCH DRYVIT #615A 11 MATCH ADJACENT MATERIAL TATTLETALE NOT USED HIGH PRESSURE LAMINATE PANEL COLOR TO MATCH PANTON 12 EX 7 PMS PROGRESS CYAN EXPANSION JOINT @ FLOOR LINE W/ BACKER ROD AND SEALANT EX 8 HIGH PRESSURE LAMINATE PANEL; COLOR TO MATCH COLOR 13 TO MATCH PANTONE PMS PROGRESS CYAN BUILDING HEIGHT DIMENSIONS ARE BASED ON WOOD FRAME 14 CONSTRUCTION EX 9 BENJAMIN MOORE EXTERIOR PAINT: 1596 NIGHTFALL/ HIGH GLOSS FINISH 15 ACCENT "V' JOINT REFER TO ARCHITECTURAL FINISHES AND DOWNLIGHT & IN -GROUND UPLIGHT TO ACCENT MULTT-COLORED 16 BUILDING RECESSES FIXTURE SPECIFICATIONS FOR EX - NUMBER COLOR CODING INFORMATION. BUILDING SIGNAGE: GENERAL NOTES: ALL SIGNAGE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY LOCATION 1. REFER TO TRU BY HILTON STANDARDS MANUAL AND STYLE SIZE, ETC. TO BE DETERMINED ON AN INDIVIDUAL PROJECT BASIS GUIDE FOR ADDITIONAL INFORMATION REGARDING EXTERIOR MATERIALS, CONSTRUCTION REQUIREMENTS AND SIGNAGE MINIMUM 3/4' PLYWOOD BACKER BOARD REQUIRED AT SIGN REQUIREMENTS LOCATIONS- AREA SHOULD COVER ENTIRE LENGTH AND HEIGHT OF FASCIA OR SPACE AVAILABLE FOR SIGN 2. BUILDING HEIGHT DIMENSIONS ARE BASE) ON WOOD FRAME CONSTRUCTION - THESE DIMENSIONS WILL VARY BASED ON ELECTRICAL AND FINAL CONNECTION BY CONTRACTOR- ELECTRICAL FINAL BUILDING CONSTRUCTION. INTERIOR CEILING HEIGHTS REQUIREMENTS MAY BE OBTAINED FROM SIGN COMPANY TYPICAL ARE CRITICAL TO MAINTAIN AS MINIMUMS 120V REQUIREMENT RACEWAYS/ WIREWAYS ARE NOT ALLOWED PERMANENT ACCESS DOORS TO INTERIOR OF ALL PARAPETS WHERE SIGNS ARE LOCATE) TO BE PROVIDED BY CONTRACTOR- CONTRACTOR TO FURNISH AND CONNECT PRIMARY ELECTRICAL SERVICE INSIDE PARAPET WALL GUESTROOMS OR PUBLIC SPACES WITH SIGNAGE ON EXTERIOR WALLS MUST HAVE ELECTRICAL PENETRATIONS AND/ OR INSTALLED PRIOR TO CLOSING UP THE WALL- PENETRATION LAYOUT MAY BE OBTAINED FROM SIGN COMPANY Il"al mom R 1ST FLOOR ELEV: 0`-0" 15 R � CON 5k f�w �wew-'l V 1 /44 Mlpe5k Pale I Date Received MAR 14 2019 O i incl SubmiOal 011 1 KEY PLAN A 2� �`..// N.T.S NO. DESCRIPTION DATE BY DRAWING QUESTIONS CA@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. by HJLTON 3111 FRANKLIN roPRINGFIELD, OREGON 97403 PROJECT NO.: 18-204 DATE: 03111/2019 DRAWN BY: - CE KD. BY: - IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUW MRACTORS- (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK lEEDEDTO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: L YOU AREA QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOURBID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTAL ATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAW NGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AN D ARE I NTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLE ON OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. S. AS AN EXAMPLE- ITEMS AND ORTASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHOR, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN ATIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS DISCRETION. NO. DESCRIPTION DATE BY DRAWING QUESTIONS CA@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. by HJLTON 3111 FRANKLIN roPRINGFIELD, OREGON 97403 PROJECT NO.: 18-204 DATE: 03111/2019 DRAWN BY: - CE KD. BY: - 9T T.O.A#4) PARAPET FRAMING ELEV: 61'-41/4" ao i FTIFINISH T.O. #6) PARAPET FRAMING r` ELEV: 62'-4" En TRUSS BEARING )4— EL -EV: 53'-101/8" ELEV: 58'-111/8" 4. aD 14 _ co S. COORDINATE FOR MINIMUM EXTERIOR CONTINUOUS STH FLOOR 4 — ELEV: 45'-1718" 0 0 4TH FLOOR _ ELEV: 35'-1 114" 3RD FLOOR ELEV: 25'-0 5/8" J Y ELEV: 15'-0" 0 in IST FLOOR ELEV: 0'-0" LEFT SIDE ELEVATION x:1/8" =% I 14 5TH FLOOR ELEV. 45'-17/8" 0 b 14 4TH FLOOR — ELEt/: 35`--1 1/4" 00 i I Ex 2 0 0 3RD FLOOR 1 ELEV: 25'-0 5/8" 2ND FLOOR —� D14—++,' 4 ELEV:iv-0" 1 lST FLOOR _ 14 ELEV:O'-0" -f- 2 T.O. (#6) PARAPET FR MI_ _ _ NGOL - ELEV: 62-4 Y -owe T.O. (#2) PARAPET FRAMING nom`, ELEV: 58'-111/8" IV En TRUSS BEARING ELEV. 53'-lO l/8" 00 bo 5TH FLOOR OL ELEV: 45'-1 718" CO 0 0 4TH FLOOR EW. 35'-1 1/4" 3RD FLOOR ELEV: 29-0 518" 2ND FLOOR ELEV: 15 1ST FLOOR -i ELEV: 0'-0-0" ALERT: REFER TO ARCHITECTURAL FINISHES AND FIXTURE SPECIFICATIONS FOR COLOR CODING SCHEDULE 1- TRUH 041085S - PANTONE PMS PROCESS YELLOW 2 - TRUH 051085S - PANTONE PHIS PROCESS CYAN 3 - TRUH 0610855 - PANTONE PMS #317C 4 - TRUH 0710855 - PANTONE PMS #2955C 5 - TRUH 081085S - PANTONE PMS #2685C ACCENT BAND DETAIL KEY NOTES: i FTIFINISH T.O. #6) PARAPET FRAMING LEGEND: ELEV: 62'-4" En L 14 m T.O. (#2} PARAPET FRAMING ELEV: 58'-111/8" 4. T.O. (#I PARAP FRAMING 14 _ ELEV: 57-41/8" — S. COORDINATE FOR MINIMUM EXTERIOR CONTINUOUS �' TRUSS BEARING 14 ELEV:53'-101/8" — I 14 5TH FLOOR ELEV. 45'-17/8" 0 b 14 4TH FLOOR — ELEt/: 35`--1 1/4" 00 i I Ex 2 0 0 3RD FLOOR 1 ELEV: 25'-0 5/8" 2ND FLOOR —� D14—++,' 4 ELEV:iv-0" 1 lST FLOOR _ 14 ELEV:O'-0" -f- 2 T.O. (#6) PARAPET FR MI_ _ _ NGOL - ELEV: 62-4 Y -owe T.O. (#2) PARAPET FRAMING nom`, ELEV: 58'-111/8" IV En TRUSS BEARING ELEV. 53'-lO l/8" 00 bo 5TH FLOOR OL ELEV: 45'-1 718" CO 0 0 4TH FLOOR EW. 35'-1 1/4" 3RD FLOOR ELEV: 29-0 518" 2ND FLOOR ELEV: 15 1ST FLOOR -i ELEV: 0'-0-0" ALERT: REFER TO ARCHITECTURAL FINISHES AND FIXTURE SPECIFICATIONS FOR COLOR CODING SCHEDULE 1- TRUH 041085S - PANTONE PMS PROCESS YELLOW 2 - TRUH 051085S - PANTONE PHIS PROCESS CYAN 3 - TRUH 0610855 - PANTONE PMS #317C 4 - TRUH 0710855 - PANTONE PMS #2955C 5 - TRUH 081085S - PANTONE PMS #2685C ACCENT BAND DETAIL KEY NOTES: FTIFINISH LEGEND: 1 APPROXIMATE LINE OF GRADE L CLADDING SYSTEM (EX) - BASIS OF DESIGN - 2 ABOVE GRADE EXPOSED FOUNDATION WALL 4. "STUCCO PANEL' BY HARDIE YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. S. COORDINATE FOR MINIMUM EXTERIOR CONTINUOUS DISCRETION. INSULATION THICKNESS / RNALUE REQUIREMENTS IN 3 NOT USED ACCORDANCE WITH ADOPTED ENERGY CODE REQUIREMENTS FOR ALL CLADDING AREAS. ALUMINUM FIXED WINDOW W/ THERMAL BROKEN FRAME, INSULATED GLAZING WITH INTEGRAL ALUMINUM LOUVER AT PTAC UNITS p( 1 HARDIE STUCCO PANEL COLOR TO MATCH PANTONE 7C 5 ALUMINUM FOXED WINDOW W/ THERMAL BROKEN FRAME, INSULATED BLACK GLAZING HARDIE STUCCO PANEL COLOR TO MATCH DRYVIT #6138 6 ALUMINUM STOREFRONT SYSTEM W/THERMAL BROKEN FRAME AND IX 2 OVERCAST INSULATED GLAZING 7 ALUMINUM PTAC LOUVER- COLOR TO MATCH ADJACENT MATERIAL EX 3 HARDIE STUCCO PANEL: COLOR TO MATCH DRYVIT #207 GLACIER OALUMINUM SLIDING ENTRY DOOR W/ INSULATED GLAZING IX 4 HARDIE STUCCO PANEL FINISH VARIES -REFER TO DIAGRAM 9 NOT USED IX 5 HARDIE STUCCO PANEL COLOR TO MATCH PANTONE PMS 10 SIGNAGE -REFER TO TRU BY HILTON EXTERIOR SIGNAGE PROCESS CYAN SPECIFICATIONS IX 6 HARDIE STUCCO PANEL. COLOR TO MATCH DRYVIT #615A 11 KYNAR FINISH ALUMINUM COPING/ GRAVEL STOP SYSTEM —COLOR TO TATTLETALE MATCH ADJACENT MATERIAL HIGH PRESSURE LAMINATE PANEL COLOR TO MATCH PANTO 12 TRANSLUCENT GLASS IX 7 PMS PROGRESS CYAN HIGH PRESSURE LAMINATE PANEL COLOR TO MATCH COLOR 13 EXPANSION JOINT @ FLOOR LINE W/ BACKER ROD AND SEALANT IX $ TO MATCH PANTONE PMS PROGRESS CYAN 14 BUILDING HEIGHT DIMENSIONS ARE BASED ON WOOD FRAME IX 9 BENJAMIN MOORE EXTERIOR PAINT. 1596 NIGHTFALL/ HIGH CONSTRUCTION GLOSS FINISH 15 ACGENT N' JOINT REFER TO ARCHITECTURAL FINISHES AND DOWNLIGHT & IN -GROUND UPLIGHT TO ACCENT MULIT-COLORED FIXTURE SPECIFICATIONS FOR EX- NUMBER 16 BUILDING RECESSES COLOR CODING INFORMATION. BUILDING SIGNAGE: GENERAL NOTES: ALL SIGNAGE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY- LOCATION 1. REFER TO TRU BY HILTON STANDARDS MANUAL AND STYLE SIZE, ETC. TO BE DETERMINED ON AN INDIVIDUAL PROJECT BASIS GUIDE FOR ADDITIONAL INFORMATION REGARDING EXTERIOR MATERIALS, CONSTRUCTION REQUIREMENTS AND SIGNAGE MINIMUM 3/4' PLYWOOD BACKER BOARD REQUIRED AT SIGN REQUIREMENTS LOCATIONS- AREA SHOULD COVER ENTIRE LENGTH AND HEIGHT OF FASCIA OR SPACE AVAILABLE FOR SIGN 2. BUILDING HEIGHT DIMENSIONS ARE BASED ON WOOD FRAME CONSTRUCTION - THESE DIMENSIONS WILL VARY BASED ON ELECTRICAL AND FINAL CONNECTION BY CONTRACTOR- ELECTRICAL FINAL BUILDING CONSTRUCTION. INTERIOR CEILING HEIGHTS REQUIREMENTS MAY BE OBTAINED FROM SIGN COMPANY- TYPICAL ARE CRITICAL TO MAINTAIN AS MINIMUMS 120V REQUIREMENT RACEWAYS/ WIREWAYS ARE NOT ALLOWED PERMANENT ACCESS DOORS TO INTERIOR OF ALL PARAPETS WHERE SIGNS ARE LOCATED TO BE PROVIDED BY CONTRACTOR- CONTRACTOR TO FURNISH AND CONNECT PRIMARY ELECTRICAL SERVICE INSIDE PARAPET WALL GUESTROOMS OR PUBLIC SPACES WITH SIGNAGE ON EXTERIOR WALLS MUST HAVE ELECTRICAL PENETRATIONS AND/ OR INSTALLED PRIOR TO CLOSING UP THE WALL- PENETRATION LAYOUT MAY BE OBTAINED FROM SIGN COMPANY �� Croy �!l-/%vvool��f 7vPa 54, e Pfcc+'1 Retiieal- "tjorMP4 01 Ar201 KEY PLAN N T.S NO. DESCRIPTION DATE BY DRAWING QUESTIONS CA@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS INANY WAY. by HILTON' 3111 FRANKLIN BLVD. SPRINGFIELD, OREGON 97403 PROJECT NO.: 18-204 DATE: 03/11/2019 DRAWN BY: - CHKD. BY: - i j 1 SHEET A201 18204 A_201.DWG IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDEDTO OOMPLETETHLS PROJECTYOU ARE AGREEING TO THE FOLLOWING TERMS: L YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. L YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK 4. YOUR BIDMUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL. STRUCTURAL, M ECHAN [CAL, ELECTRICAL AND OR PLUMBING DRAWN GS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. S. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE: FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP,ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED INA TIMELY MANNM OR INCOMPLETE WORK WILL BE BILLED BACKTO THE CONTRACTOR AND OR SUBCONMCTOP, AT THE OWNERS' DISCRETION. NO. DESCRIPTION DATE BY DRAWING QUESTIONS CA@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS INANY WAY. by HILTON' 3111 FRANKLIN BLVD. SPRINGFIELD, OREGON 97403 PROJECT NO.: 18-204 DATE: 03/11/2019 DRAWN BY: - CHKD. BY: - i j 1 SHEET A201 18204 A_201.DWG DRAWING QUESTIONS CA@MWTUSA.COM 1-800-717-5816 WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS INANY WAY. by HILTON' 3111 FRANKLIN BLVD. SPRINGFIELD, OREGON 97403 PROJECT NO.: 18-204 DATE: 03/11/2019 DRAWN BY: - CHKD. BY: - i j 1 SHEET A201 18204 A_201.DWG