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HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/8/2019CONTRACTOR. PASQUARELLI CONSTRUCTION 260 E 15TH AVE SUITE E EUGENE, OREGON (458) 205-8060 CONTACT: JEFF DESLER jeff@pasquarel[iGonstruction.com SURVEYOR ROBERTS SURVEYING, INC. PO BOX 7155 SPRINGFIELD, OREGON 97475 (541) 345-1112 CONTACT: KENT BAKER, PLS kent@robertssurvey.com hv��I�gro a(��E-rlPi COP MLYA �mWm 1V vt wr-wtv* 54�v�lura�rnfls V11 y�0� T'h2 arc c�P LG,vie Co- NOV 08 2019 LANDSCAPE ARCHITECTS -L- F- 0- °_ AQ 8 JOEiY C SCFiMIDT OREGON s iaiaiaoi5 �� j,E ARG._ w v- 00 00 r C -t a O of 0 Lu Lu U C 0 N F0- >1 X00 ul of ci Lu of r ®.. � >OU0u_~ CD Lo mpQpO>- O Q Lu z z m co O 0 cn co Z A l/300cQZ1Cn iiU.1 O C� } 4 w ui ~O�mZw_� fn V I 5EUmOZ A' = QQO W 0U -a - O J N =6-5 m W W v' X aZt-ernw0 Q o o ��z¢MLu AL1 t6 LL oMw wEruj < O � r s Q 0 :z Jcooyzu ",a N U F -z F--� W���=w d' IY r^ n r=Q��u�i fCc W =-J cn O o 6� N �w-jzr--Qz� O d. X a z m: J U) la i i � w W t- LU m U)OfF- E: i � `LI a = m CL �a0z!= U cn rn 6E < 3: - AQ 8 JOEiY C SCFiMIDT OREGON s iaiaiaoi5 �� j,E ARG._ w v- 00 00 r C -t a O of 0 Lu Lu U C 0 N 0 VZ ,n C) C*i v- 0 0 U X LU q 4� U O CL to E MAP 17-02-32-23 TAX LOT #600 MAP 17-02-32-23 TAX LOT #500 SOW fw_ m& -m LE -4r& LE- 474MXQ MAP 17-02-32-23 i�- qq* TAX LOT #400 cli co vl- IT ri 0!4 V -----f up NORTH NORTH ST CORNER K) DONATI N LAND CA -AIM N A -57 FD- 2-3W E COUNTY SURVEY OFFICE BRASS CAF' p CLAIM f FD- 2-3fr SURVEYC CAP vv - EXISTING WATERLINE SD EXISTING STORM DRAIN LINE ss- EXISTING WASTE WATER LINE of - EXISTING OVERHEAD UTILITIES EXISTING FENCE HI/I EXISTING WATER METER 0T), EXISTING STORM DRAIN MANHOLE EXISTING STORM DRAIN EXISTING SANITARY MANHOLE upo' EXISTING UTILITY POLE EXISTING LIGHT POLE RELOCATED LIGHT POLE EXISTING FIRE HYDRANT 0 % EXISTING TREES TO REMAIN NOTE: THIS EXISTING CONDITIONS PLAN SHOWS SURVEY INFORMATION PROVIDED BY ROBERTS SURVEYING INC. WITH LIMITED ADDITIONAL INFORMATION SHOWN, SUCH AS, FULL CURB AND SIDEWALK ALONG 42ND STREET, EAST DRIVE LANE AND NORTH PARKING LOT. FULL BUILDING OUTLINE, STEPS AND RAMPS AT ENTRY. NOTES: 1) A TITLE REPORT WAS NOT PROVIDED TO ACCURATELY LOCATE ANY EASEMENTS THAT MAY'AFFECT THE SUBJECT PROPERTY. 2) UNDERGROUND UTILITIES WERE NOT LOCATED IN THE FIELD FOR THIS SURVEY. 3) PROPERTY LINES WERE DETERMINED USING C & D ACRES, FILE 75, SLIDE 635, MORROW PLAT, BOOK 19, PAGE 6 AND COUNTY SURVEY FILE NO. 18279 DATED FEB. 1974 ALONG WITH PROPERTY DEEDS. 4) ARC BUILDING WAS FIELD TIED AT ROOF LINE. 5) THIS MAP IS CONSIDERED PRELIMINARY UNTIL THE SURVEYORS SEAL IS SIGNED. ELEVATION DATUM ELEVATIONS FOR THIS SURVEY ARE BASED ON CITY OF SPRINGFIELD BENCHMARK 128. ELEVATION = 486.07'(NAVD 1988) TOPOGRAPHIC SURVEY NWI/4 SECTION 32, T17S, R2W, W.M. 4181 E STREET, SPRINGFIELD, OR 97478 WENT: ARC OF LANE COUNTY DRAVV'Ni BY: KB fDATE: AUG. 17, 2018 Roberts Suin7eying, In q lREVISION DATE: AUG- 15, 2019 R \ P.0_ Box 7155 T., ........\S Springfield, Oregon 97475 "OB No. 2018-TOPO-030 7 Bus41 � 345 3 5111 -12 SHSE ---------------- LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-4-19 i _ Ir INSET PLAN ENTRY FROG E STREET E I ,I I i- 1(::���� I11s iFF- i! 5 ( S� f E '� 1 £ -`4e Lu ('}``� 474.2-- -_--.. 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THIS SHEET SHOWS EXISTING CONDITIONS, NEW SITE IMPROVEMENTS AND HORIZONTAL LOCATIONS. 2. PLAYGROUND/FITNESS EQUIPMENT SHOWN PROVIDED BY MANUFACTURER AND INSTALLED PER MANUFACTURER'S DIRECTIONS. y i I* I 0 LEGEND i I EXISTING WATER LINE & ADA PARKING SPACE ` FUTURE ASPHALT PAVING w V_ _ j EXISTING OVERHEAD UTILITIES • cf)UNIT + PLAYGROUND AREA PAVER AREA I PROPOSED STORM f++++}+ PLAYTURF 1 • - a SS + + + ow PROPOSED ELECTRIC LINE E EXISTING FENCE o � PROPOSEDIRELOCATED 0. i I CONCRETE WALK 61 f . 4 � PLAYTURF 17 EXISTING STORM DRAIN . EXISTING SANITARY MANHOLE ' Imo- Cr aP0 'I Ili 0� d I i < Q a 0 PERMEABLE CONCRETE 1 TINTED CONCRETE WALKS a UP Y a.: I i if • LAWN U) I d -f s EXISTING WATER LINE w w w w w w w PLANTING AREA cp + + + w V_ _ j EXISTING OVERHEAD UTILITIES V + PLAYGROUND AREA W PROPOSED STORM f++++}+ PLAYTURF 1 PROPOSED WASTE SS + + + ow PROPOSED ELECTRIC LINE E EXISTING FENCE o � PROPOSEDIRELOCATED 0. _ _ - SWING AREA :n f EXISTING STORM DRAIN PLAYTURF 17 EXISTING STORM DRAIN . EXISTING SANITARY MANHOLE ' Imo- Cr aP0 DIRECTION OF TRAVEL I i CK * RELOCATED LIGHT POLE i IV- w 10' Ind 20' • Revisions FROST FREE # I Date I Description HOSE BIBB i PROPOSED ISOLATION VALVE U) I i i t U) v? • = 2= Mm mm_= PHASE I AREA w - EXISTING WATER LINE EXISTING STORM DRAIN LINE Z EXISTING WASTEWATER LINE w V_ EXISTING OVERHEAD UTILITIES V PROPOSED WATER LINE W PROPOSED STORM mi DRAIN LINE PROPOSED WASTE SS WATER LINE ow PROPOSED ELECTRIC LINE E EXISTING FENCE o � PROPOSEDIRELOCATED 0. FENCE 71 EXISTING WATER METER f EXISTING STORM DRAIN MANHOLE 17 EXISTING STORM DRAIN . EXISTING SANITARY MANHOLE Imo- Cr aP0 EXISTING UTILITY POLE 0 EXISTING LIGHT POLE * RELOCATED LIGHT POLE - EXISTING FIRE HYDRANT EXISTING TREES TO REMAIN x PROPOSED TREES ale I,qq 811A�--mk-'-w^`��l'P 1 W6 �c m u of VOV--�0 Received Date 2019 + LANDSCAPE ARCHITECTS + Z Q w w Evw�''- zQa0u�ia Ila"tea o wm � Q Q w1 - u zo /� d%t- Z to zQVZaZt„ � E-��z Q a w co v <c�os° w lz 00 ua}wmQ�g Q co O Z Ru o 0 e- u�m�ziti C I' ¢¢olu oou-a. �- Irm1C �Q.s�zer��c� W M a'*WHEa:w I. -LL Z0 W; L IT- j to 00Q ZLu"Q Q (V O © aEu���oe�u ��W�=¢z Cg CO) 40 R3 cLW<vn w ab N a= �aa.a .e to 4) Qvizw Qi 2 4.0'- on�Z'-uslqt_j V' � uta-eu¢oc>u� �-uco _� Q? .• V FpfCE-1 m U) Er to g"'? V ^- 0 4'.Qf-U-O9LO 0)MCL 0�nZ��� to to Er Q t� I- illGt yoo-.� 81 � jofIN c'SCH IIr 8 V 11 lt OREGON 10, L& ip 1011=015 I T w $ � ,`' . Q W_ 02 w Lm = Go . 8 t i m m � i 0 e t w = F o 0 0 & c L I i c m c i c t 4� 03 Z w V_ Q `� mi C OD aw ow o Nr V i\ 0) w Lto w m O j J 0. a -6 0) � L Q c (Dcl).-o Imo- Cr ` N SCALE 1 = 20' - 0" mml w 10' Ind 20' 40' Revisions # I Date I Description Q W_ 02 w Lm = Go . 8 t i m m � i 0 e t w = F o 0 0 & c L I i c m c i c t + EAMDSCAPE ARCHfMffS z Q a®T�� z0: o�Qa off-so T >QUI-- O tLQ .+� wZ w13 pm 0 m cec!) 0coZ i O% LU>-t0LLIS UwJ tR O � t o-tumQco V 0imomtu vt>mrZtz-.� d U- IL W az�rNwo aoow�caac ce 5ivmzw�wc� in In LU W w 1— ..u- =coiaoza� Q N d C> aw5wRow d' U mCCtuw3:1 3 w=tom-�zc2� U} m ic9�m .0 omzw?t er z st s- w11-w<0uss< toCOM0%P>- rte' Z w_—�_y=fit— < Is Y�87 ]dfINC S H Ilyr OREGONAS F Z J W ODv- z a C3L je U D: ICL � J 0 � 16 0) cl N SCALE 1" = 20' - V" 20' 40 Revisions # I Date I Description L Q 72 A. .- co Go 00 4 j z a O Z m it 5 tl Y m w CL O V D O. CO) Er w m L4MOtr S o + LMNSCAPE MMEM � Z LU v��� QEC d F F- O 0 d tC EC w4ci tugro z E F omIME d tom- z O'd a 0 Q¢ulz's;°}° Imo- zSS2�z Ex (t� r �0<ci�v�s OD W}ELtuuWta OCR OEC Z to xOmOZ Y Ir ¢QOw2ta- �� 0 W n.zI-I-COw0 X zag�o W ca Q a EEE W W LU �. _[L zuaoKQ �q>WzU,U< �- z }- - UW5. M:;:. WANIn ECt-=CD W tR co ��Jw -0Q to 0comw a -O . orw<£w Nr C�wd ZF13i-j W Ll. Lu ca ■� � sa V {aj���QECE-F _ LU co C40 grmz�FzQ to C <w CA:a 0. u0iww<: ntz- IS j0FIN c ScIrMnuc 10/1WO ' z J t3. C sQ G_ LLJ zGo V- Z LMU 0 tL d. � Q Jzs La m � U L QCO) AN SCALE 1" = 2W - U" ti' 10' 20' 4V Revisions # I Date I Dew p*w a L u L5WO c C L sQ G_ 00 ESE W o U G a a L u L5WO c C tri m Nt 0 N 00 r c 3 E 0 v� zs C ca C tu CL Ln rz m CD A " ! iI k I 1 11ill I TREE STAKES D.F.2"x7x6' TREE TIES Grow Straight or approved PLANT SAUCER Form 3" rim UNDISTURBED OR COMPACTED SUBGRADE F 2x diameter of rooibali 1 � r�l4,= MULCH IMPORTANT: Root crown to be a minimum of C above finish grade. f � : f - BACKFILL Fill halfway and water thoroughly beftxe backfilling. - TREE PEDESTAL Prepare subsoil to prevent settling NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE_ NTS CONIFER PLANTING DETAIL 2X DIAMETER OF ROOTBALL NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE. MASTER PLANT LIST MASTER PLANT LIST INCLUDES STORMWATER PLANTS Qty. 113otanical Name Common Name Size Comments O r� f I o 126 Deschampsia cespitosa Tufted Hair Grass 4" pots 12" O_C. 298 Juncus acuminates 2 Acer palmatum 'Sango Kaku' Coral Bark Maple 5'-6' 3 Acer saccharum Sugar Maple 1 1t2" cal 2 Cercis canadensis Eastern Redbud 1 IQ" cal 2 Cercis canadensis 'Forest Pansy Forest Pansy Redbud b 1 Cornus kousa chinensis 1200 1 1t2" cal TREE TIES ' GROW STRAIGHT OR APPROVED ' Stellar Pink Dogwood GUY WIRE SPACING I. Ficus carica 'Desert King' Desert King Fig 1 112" cal 8 Fraxinus oxycarpa `Flame' Flame Ash 1 1t2" cal TREE STAKES - Ginkgo 1 1t2" cal 4 Parrotia persica Persian Ironwood STAKE 3 SIDES I Pirus pyrifolia'Hosui' MULCH 1 1t2" caI 2"X 2"X 24" Vandalay Cherry 1 Prunus persica Oregon Curl Free Peach HARDWOOD STAKES , }, ' `# „ . } ,; . IMPORTANT: Surface Facilities PLANT SAUCER , ROOT CROWN TO BE A MiNIMUM Alaska Cedar FORM 3" RIM i'� ' OF 40 ABOVE FINISH GRADE. 3 Cedrus deodora Incense Cedar Asa 6 Chamaecyparis obtusa 'Gracillis' Mite Spruce 6-8' �o i Fi 6-8' 6 Picea glauca 'Pendula' White Spruce 6-8' T Oregon Green Austrian Pine Y 2 Pinus thunbergi Japanese Black Pine 6-8' Surface Facilities BACKFILL Sizing Factor SIiIRUBs _ Rain Garden I FILL HALFWAY AND WATER Julia Phelps California Lilac 3 gal. ITHOROUGHLY z, Aztec Pearl Mexican Orange BEFORE BACKFILLING. 26 Choisya temata'Sundance' UNDISTURBEDTREE t `- PEDESTAL 3 gal. SUBGRADE OR COMPACTED SU I - 71 f= -, � _ ;�, '� -T_, I Ell i 1� I l i , ,- -� =! _ - �ml)j ?v1 I!.,. =1=1:' PREPARE SUBSOIL TO PREVENT SETTLING Ivory Halo Dogwood 2X DIAMETER OF ROOTBALL NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE. MASTER PLANT LIST MASTER PLANT LIST INCLUDES STORMWATER PLANTS Qty. 113otanical Name Common Name Size Comments Of 126 Deschampsia cespitosa Tufted Hair Grass 4" pots 12" O_C. 298 Juncus acuminates 2 Acer palmatum 'Sango Kaku' Coral Bark Maple 5'-6' 3 Acer saccharum Sugar Maple 1 1t2" cal 2 Cercis canadensis Eastern Redbud 1 IQ" cal 2 Cercis canadensis 'Forest Pansy Forest Pansy Redbud 1 'lt2" cal 1 Cornus kousa chinensis Chinese Dogwood 1 1t2" cal 4 Cornus 'Rutgan' Stellar Pink Dogwood 1 W" cal I. Ficus carica 'Desert King' Desert King Fig 1 112" cal 8 Fraxinus oxycarpa `Flame' Flame Ash 1 1t2" cal 4 Ginkgo biloba Ginkgo 1 1t2" cal 4 Parrotia persica Persian Ironwood 1 112" cal I Pirus pyrifolia'Hosui' Hosui Asian Pear 1 1t2" caI 1 Prunus avium 'Vandalay' Vandalay Cherry 1 IQ" cal 1 Prunus persica Oregon Curl Free Peach 1 Irl" cal v� Surface Facilities TRS EGREF.1; = Sizing Factor Faclity Surface Area 6 Callitropsis nootkatensis Alaska Cedar 6-8' 3 Cedrus atlantica 'Glauca Fastigiate' Columnar Blue Atlas Cedar 6-8' 3 Cedrus deodora Incense Cedar 6-8' 6 Chamaecyparis obtusa 'Gracillis' Mite Spruce 6-8' 2 Juniperus chinensis Hollywood Juniper 6-8' 6 Picea glauca 'Pendula' White Spruce 6-8' 4 Pinus nigra 'Oregon Green' Oregon Green Austrian Pine 6-8' 2 Pinus thunbergi Japanese Black Pine 6-8' Surface Facilities Impervious Area Managed Sizing Factor SIiIRUBs _ Rain Garden sf x 53 Ceanothus'Julia Phelps' Julia Phelps California Lilac 3 gal. 14 Choisya temata'Aztec Pearl' Aztec Pearl Mexican Orange 3 gal. 26 Choisya temata'Sundance' Sundance Mexican Orange 3 gal. 14 Cistus 'Bennetts White Bennetts White Rockrose 3 gal. 27 Cistus 'Grayswood Pink' Grayswood Pink Rockrose 3 gal. 46 Cornus alba'Bailhalo' Ivory Halo Dogwood 3 gal - 5 Cotinus coggygria'Ancof Moot Smoke Bush 3 gal. 39 Daphne burkwoodii'Carol Mackie' Carol Wckie Daphne 3 gal - 7 Edgeworthia chrysantha Chinese Paperbush 5 gal. 7 Kalmia latifolia'Olymipic Fire' Olympic Fire Mountain Laurel 5 gal_ 9 Physocarpus opulifolius Tiny Wine' Tiny Wine Nine Bark 1 gal. 9 Rhododendron 'Blue Peter' Blue Peter Rhododendron 3 gal. 5 Rhododendron Chionoides' Chionoides Rhododendron 3 gal - 7 Rhododendron 'Dora Amateis' Dara Amateis Rhododendron 3 gal. 9 Rhododendron 'Goldflimmer' Goldflimmer Rhododendron 1 gal 3 Rhododendron 'Maximum' Maximum Rhododendron 3 gal. 14 Rhododendron 'Wximurn Compacta' Compact Maximum Rhododendron 2 gal - 5 Rhododendron maximum Roseum' Pink Maximum Rhododendron 3 gal - 9 lVaccinum 'Bountiful Blue' Bountiful Blue Blueberry 3 gal. 13 Vaccinum 'Sunshine Blue' Sunshine Blue Blueberry 3 gal. 5 Viburnum bodnantense 'Pink Dawn' Pink Dawn i/bumum 5 gal_ 175 Viburnum davidii David Viburnum 3 gal_ PERR ALS . 36 Cornus canadensis Creeping Dogwood 1 gal. 24 Iris siberica 'Chililed Wine' Chilled Wne Siberian Iris 1 gal_ Cil Lavandula intermedia'Hideote Giant Hidcote Giant Lavender 1 gal. 1'I Nepeta Faassenii %%%kers Low' Walker's Low Catmint 1 gal. 17 Paeonia suffrubcosa'Hana Daijin' Nana Daijin Tree Peony 1 gal. 4 Perovskia atriplicifolia Russian Sage 1 gal. 16 Sedum spectabile'Autumn Joy Autumn Joy Sedum 1 gal. 132 Carexelata'Aurea' Bowls Golden Sedge 1 gal. 199 Deschampsia cespitosa'Schotdand' Scottish Tufted Hair Grass i gal_ 32 Helictotrichon sempervirens Blue Oat Grass 1 gal. 43 Miscanthus sinensis 'Gracillimus' Maiden Grass 1 gal. 47 Miscanthus sinensis 'Purpurascens' Purple Silver Grass 1 gal_ 12 Muhlenbergia capillaris 'Muhly' Pink Muhly Grass 1 gal. 35 Panicum virgatum 'Heavy Metal' Heavy Metal Switch Grass 1 gal. 86 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass 1 gal. 7 Pennisetum setaceum Crimson Fountain Grass 1 gal. FERNS 4 Athyrium filix femina 'Cristatum' Crested Lady Fern 1 gal_ 14 Polystichum munitum Christmas Fern 1 gal_ C�ENflCt�1/ER 126 Deschampsia cespitosa Tufted Hair Grass 4" pots 298 Juncos acuminates lTapertip Rush 4" pots 298 Liriope muscari I Lilyturf 4" pots STORMWATER PLANT LIST STORMWATER PLANTS ARE ALSO LISTED IN THE MASTER PLANT LIST. t�t�#NI:.ICOVER COMPACTED OR UNDISTURBED Of 126 Deschampsia cespitosa Tufted Hair Grass 4" pots 12" O_C. 298 Juncus acuminates Tapertip Rush 4" pots 12" O.C. t1l6rmwitii-Pntini1jus"Widaipop,= South Rain Garden . 424 SF Facility Scheme I/ A Plant°category lnimurrt i~tequi Actual Count Groundcover 424 424 PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT. 2. MAKE MINOR ADJUSTMENTS IN THE PLANTING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY LANDSCAPE ARCHITECT 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 LANDSCAPE ARCHITECT. 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. PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN SPACING. IRRIGATION SYSTEM NOTES 1. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 2. IRRIGATION SYSTEM TO BE INSTALLED IN ALL DESIGNATED PLANT BED AREAS INDICATED ON THE PLAN. THE IRRIGATION SYSTEM NEED NOT PROVIDE WATER TO UNPLANTED AREAS. 3. IRRIGATION TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM_ LOW WATER CONSUMPTION SYSTEMS ARE ENCOURAGED, INCLUDING THE USE OF WEATHER TRACKING CONTROLLERS AND DEVICES. 4. 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. 5. CONNECT IRRIGATION SYSTEM TO MUNICIPAL WATER SOURCE (LOCATION PER OWNER) WITH MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE. 6. AUTOMATIC CONTROLLER (WEATHER PROOF LOCATION PER OWNER). 7. ELECTRIC REMOTE CONTROL VALVES (HUNTER OR APPROVED), WITH POP-UP SPRAY SPRINKLERS (HUNTER OR APPROVED), AND/OR APPROVED ROTOR HEADS. 8. ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). RAIN GARDEN STORMWATER TREATMENT FACILITY DETAIL N,s BOTTOM OF RAIN GARDEN 483.25 OVERFLOW ELEVATION .83a TREATMENT AREA �'��'"GARDEN °800° � Y27 MIN. LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-4-19 IMPERVIOUS SURFACE TO BE TREATED ,x O i _ t ► w a z as } 4 : . : • =� ' -� �� d 5/1\',\\/�\f�\\/�\\1/\\l/\\/,r�\� � // • C} Z0>1 U 0 � G 0 , 0 0 - ✓Y a� `� � ` ,jam j " ig i� - WALL WITH FOOTING: --- ✓ ' POURED IN PLACE CONCRETE, #4 BAR HORIZONTAL 18"0-C. BOTH WAYS 6" MINIMUM Y4" MINUS CRUSHED QUARRY ` ROCK COMPACTED TO AT LEAST 95% OF - X.; THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 7-kAIN GARDEN W -W 3'-0" 4" OVERFLOW PIPE EXISTING SD L PLANTING MEDIUM: REMUS STORMWATER MIX OR APPROVED EQUAL. STORMWATER INLET: RIVER ROCK 1 �" - 2 j" OPEN GRADED PROPOSED CURB, SEE SITE PLAN FOR STORMWATER INLET LOCATION. i SIM FORM MRCS Soil Type or Measured Infiltraiton Rate Total Proposed New or Replaced Impervious Surface Area COMPACTED OR UNDISTURBED Of Box 1 Impervious Area Reduction SUBGRADE Permeable Pavements n/a sf t Eco -Roof n/a sf Enter the lesser of Box G and H in Box 1. (This is the amount to be entered as "Tree Credit" on Form SIM.) 800 Contained Planter n/a sf WATERPROOFING: Tree Credit 800 sf WATERPROOF MEMBRANE WITH © '%y SEALED SEAMS, MIN. 30 MIL PVC, I Total Impervious Area Reduction / > 800 Sf Box 2 yF. Total Impervious Area Requiring Stormwater Managemment 7,858 sf Box 3 2. Enter square footage (sf) for impervious area reduction techniques. (Box 1 -Box 2) Facility Sizine for Water Quality Only 3. Enter sum of the impervious area reduction techniques into BOX 2. v� Surface Facilities Impervious Area Managed Sizing Factor Faclity Surface Area Rain Garden 7,858 sf x 0.05 = 393 Sf Stormwater Planter sf x 0.03 = Swale sf x 0.06 = Vegetated Filter Strip sf x 0.2 = Sand Filter sf x 0.03 = Facility Sizing for Water Quality and Flow Control 9. Where selecting facilities that will overflow, select the point of discharge location. Surface Facilities Impervious Area Managed Sizing Factor Facliity Surface Area Rain Garden sf x 0.11 = Stormwater Planter sf x 0.07 = Sand Filter sf x 0.07 - �a;iity Sizing for Water Quality, Flow Control and Flood Control *** Only for use in Tyne A & B,Soils Surface Facilities Impervious Area Managed Sizing Factor Faclity Surface Area Rain Garden sf x 0.13 - Stormwater Planter sf x 0.11 - Sand Filter sf x 0.11 = Sum of Total Impervious Area Managed 7858E Box 4 Point of Discharge (check one) (Box 4 must be equal or greater than Box 3) Overflow to gutter (weephole) Overflow to public storm drain pipe X. Overflow to Open Drainage Subsurface Infiltration 2014 SIM FORM: Tree Credit anRainwater Harvesting Wd4sheet See `Tree Credits" section for more information regarding the use of trees to meet Stormwater impervious Area Reduction. New Evergree n Trees To receive Impervious Area Reduction Credit, new evergreen trees must be planted within 25 feet of the new or replaced impervious surfaces. New trees cannot be credited against rooftop areas. Minimum tree height (at the time of planting) to receive credit is 6 feet Enter number of new evergreen trees that meet qualification requirements in Box A Box A Multiply Box A by 200 and enter result in Box B Box B New Deciduous Trees To receive Impervious Area Reduction Credit, new large deciduous trees must be planted within 25 feet of the new or replaced impervious surfaces and new small deciduous trees must be plantd within 10 feet of new or replaced impervious surfaces. New trees cannot be credited against rooftop areas. Minimum tree caliper (at the time of planting) to receive credit is 2 inches. Enter number of new deciduous trees that meet qualification requirements in Box C 8 Box C Multiply Box C by 100 and enter result in Box D 800 Box D Existing Tree Canopy To receive Impervious Area Reduction Credit, existing large tree canopies must be within 25 feet and existing small tree canopies must be within 10 feet of ground -level impervious surfaces (cannot be credit against roof top surfaces). Existing tree canopy credited towards Impervious Area Reduction must be preserved during and after construction throughout the life of the development. Minimum tree caliper to receive credit is 4 inches. No credit will be given to existing tree canopy bated within environmental conservation areas. Enter square footage of existing tree canopy that meet qualification requirements in Box E. Box E Multiply Box E by 0.5 and enter result in Box F. IBox F Add Boxes B, D and F and enter the result in Box G 800 Box G J\\ fxxxi COMPACTED OR UNDISTURBED Multiply Box 1 of Form SIM by 0.1 and enter the result in Box H. Box H SUBGRADE t Enter the lesser of Box G and H in Box 1. (This is the amount to be entered as "Tree Credit" on Form SIM.) 800 Box 1 WATERPROOFING: WATERPROOF MEMBRANE WITH © '%y SEALED SEAMS, MIN. 30 MIL PVC, I SIM FORM 2014 Instructions / OR EQUIVALENT. INSTALL AS 1. Enter square footage (sf) of total impervious area being developed into BOX 1. yF. SHOWN_ X 2. Enter square footage (sf) for impervious area reduction techniques. GEOTEXTILE FABRIC: 3. Enter sum of the impervious area reduction techniques into BOX 2. v� C.S.I. GEO SYNTHETIC 4 OZ. WOVEN FABRIC OR EQUAL. 4. Subtract BOX 2 from BOX 1 to find BOX 3, the amount of impervious area that requires Stormwater management OVERLAP SEAMS 18" MINIMUM. 5. Select appropriate stormwater management facilities. HOLD ENDS 2" BELOW FINISH 6. Enter the square footage of impervious area managed that will flow into each facility type. SURFACE. 7. Multiply each impervious area managed by the corresponding sizing factor. Enter this area as the facility surface area, DRAINAGE LAYER: This is the size of faclity required to manage runoff ROCK Y47-2%0 OPEN GRADE f 9. Where selecting facilities that will overflow, select the point of discharge location. PERFORATED 3" DRAIN LINE10. Enter the sum of the total of all the impervious area managed into BOX 4. BOX 4 must be greaer than or equal to BOX 3. TO RUN FULL LENGTH SCALE: 3/4" =1' - 0 bT TRASH RECEPTACLE: LANDSCAPE FORMS ww.lan�dsca omisxmn 80.521.2546 • CHASE PARK, SIDE OPENING WITH LOCK, SURFACE MOUNT . POWDER COATED, COLOR TO BE APPROVED BY OWNER - MOUNTING: NER. MOUNTING: • CORROSION AND VANDAL RESISTANT EXPANSION ANCHORS, Ys" DIA • SEE SITE PLAN FOR QUANTITY om !�I��!!I�ri!4!I�i►�!as olankmomkolI TRASH RECEPTACLE w V X W OT aF . + 97, k Eel ION :41., SCALE: 3/4" V- 0 NOTES: .,.,..., -DER 1. 3W and 2'x4` BOULDERS SHOWN ON SITE PLAN. SUBMIT SAMPLE (12'X12') TO OWNER AND LANDSCAPE eH GRADE ARCHITECT FOR APPROVAL INTENT TO MATCH BOULDERS ON SITE. 2. LOCATIONS SHOWN ARE APPROXIMATE AND PLACEMENT TO BE CONFIRMED IN FIELD BY OWNER WHERE NEW WORK ABUTS EXISTING AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. ENSURE LOCATIONS DO NOT CONFLICT WITH UTILITIES 4. IRRIGATION HEADS SHALL BE ADJUSTED IN FIELD TO AVOID BOULDERS ..TM OR UNDISTURBED SUBGRADE CONCRETE PAVING, TYP. FINISH GRACIE AIC PAVING CAST IN PLACE CONCRETE CURB, TYP_ MINIMUM 4' OF 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 SCALE: 314" V- 0 BASKETBALL COURT PAVING 1' FINE MIX ASPHALT CONCRETE SURFACE COURSE WITH ACRYLIC SURFACE APPLIED_ 1 912" ASPHALTIC CONCRETE BINDER COURSE. 4' THICK 314' MINUS CRUSHED QUARRY ROCK, ROLLED AND COMPACTED. GEOTEXTILE FABRIC C.S.1. GEO SYNTHETIC 4 oz. WOVEN FABRIC OR EQUAL OVERLAP SEAMS 18' MINIMUM. HOLD ENDS 2' BELOW FINISH SURFACE. SCALE: 314"= V - 0 2' -fl" CONCRETE SIDEWALK/CONCRETE PAVING PERMEABLE CONCRETE SCALE: 3/4" V- 0 PARKING LOT . 4' COMPACTED THICKNESS W DENSE GRADED LEVEL 2 HMAC COMPACT TO 91% RELATIVE COMPACTION, CONSTRUCT IN 2' LIFTS 8' THICK 314' MINUS CRUSHED QUARRY ROCK, ROLLED AND COMPACTED TO 95% RELATIVE COMPACTION MODIFIED PROCTOR ASPHALT PAVING scnLE: tea• = V- o UNDISTURBED OR COMPACTED SUBGRADE COMPACTED CRUSHED ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 SCALE: 314* V- 0 Z BENCH: KEYSTONE RIDGE WWW.KEYSTONE RIDGE DESIGNS 800.284.8208 SCHENLEY BENCH WITH BACK • POWDER COATED STEEL WITH CAST ALUMINUM LEGS. CONCRETE PAVING 4' - 314" MINUS ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 COMPACTED OR UNDISTURBED SUBGRADE Q BIKE RACK RADIUS PIPE BENDING waw- radhispipe c om • MODEt-24` DIA. ROUND • 1 7A r OD ASTM SCHEDULE 40 STEEL PIPE • HOT DIPPED GALVANIZED FINISH MOUNTING: • CORROSION AND VANDAL RESISTANT EXPANSION ANCHORS, MIN r DIA . 4 EACH BASE PLATE SCALE: 3/4" _ V- 0 � SCALE: 314" V- 0 PROVIDE 18' SMOOTH #4 BARS @ T O.C. w c@ ADJACENT PAVING. DRILL FOR BAR CD WHERE NEW WORK ABUTS EXISTING m CONCRETE. 3' MIN. COVER. CAST IN PLACE CONCRETE ■"'n' Q je Lm - MINIMUM OF 3000 PSI, NO SPECIAL INSTRUCTIONS, SAME MIX to CONCRETE PAVING BROOM FINISH co NOTES- OTES:-COLOR - COLOR-STANDARD GRAY -J o SLOPE TOP OF CURB TOWARDS GUTTER @ 20/o. - FOR LOCATION OF SCORE JOINTS OR EXPANSION JOINTS, SEE U c 30 SITE PLAN. `L nn vJ RADIUS Y4" TYP. v a`. 6" 1' BATTER #3 BAR 16' O.C. BOTH WAYS WITH A MINIMUM o a —A C. PAVING CLEARANCE OF T. A CONTINUOUS BAR MUST a °. o MAKE UP CORNERS_ ° aO�� aa Q 0 QO'D // f / �fl�\Q �QQ /�/ GRADE Q�Q Q/ Q/ fl 0FINISH ` 0000 Q._ fl QCQ Q Q 0 Q 0 flQflQ CDQfl -3c- A fl fl fli MINIMUM 4' OF MINUS COMPACTED CRUSHED QUARRY ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 MINIMUM 4' OF 314' MINUS COMPACTED CRUSHED QUARRY ROCK COMPACTED TO AT LEAST 951/6 OF THE COMPACTED OR UNDISTURBED SUBGRADE MATERIALS MAXIMUM DRY DENSITY AS DETERMINED CONCRETE CURB. BY AASHTO METHOD T-99 PROVIDE CONTROL JOINTS @ 15 O.C. & EXPANSION JOINTS @ 30' O.C. MAX. ADJUST JOINT. COMPACTED OR UNDISTURBED SUBGRADE HORIZONTAL LOCATIONS TO ALIGN WITH ADJACENT PAVING. THICKEN ALL EDGES WHERE CONCRETE PAVING ABUTS CURB. DF 31,V OPEN STONE COMPACTED OR UNDISTURBED SUBGRADE FABRIC C.S_I. GEO SYNTHETIC 4 oz- WOVEN zWOVEN FABRIC OR EQUAL, OVERLAP SEAMS 1$' MINIMUM. HOLD ENDS T BELOW FINISH SURFACE. SCALE: 3/4" V- 0 4X8 UNIT PAVERS 8X8 UNIT PAVER EDGE MORTAR BEAD ALONG EDGE OF PAVING MINIMUM 4` OF 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 PAVING BASE 1" SAND BED CONCRETE CURB SCALE: 3/4" = V- 0 WILLAMETTE GREYSTONE ViLLAMETTEGREYSTONE.COM .7666 3 PRECAST CONCRETE PAVER Y STONE SERIES, VICTORIAN .ND WILLAMETTE GREYSTONE VILLAME I I GREYSTONE.COM .7666 I PRECAST CONCRETE PAVER U AND STONE SERIES, VICTORIAN =ND L DONOR PAVER LAYOUT PLAN SCALE: 3/4" = 1' - 0 SCALE: 114" =1' - 0 �l 1 NOVDate Received 2019 LAND Uor. REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-4-19 + LANDSCAPE ARCHITECTS + z a u: 0 IF d z 0 0 Q w to - Ci L a zCIIZ*2-:=� e-' 8OUO� O i`► wIIpp0� rr..�� {O► Z L(? Z�Un�vs a O m SCD -03n �n OD us�WIQ�tu o O,Ozul� d-uj to aaowu- �2=0o i< td3gZa.� CC IJP C3 cii Q�waeu�w �... _LL ZvaO�a� !� ��UZ��U¢J O E ur'= z ne lz cr coNv Z > .ox tozc w� �a tU co N zoo , It L- wawaow< j Et? � � uX, 40 Lu cv) IL U d n z—C3o S t/1vf�Q�!- T-e4i?. 8 joFIN C SCHmloT OREGON 01 8/ of Revisions # Date Dmxip*m f� w CD m v, .c ■"'n' Q je Lm o to m d co � ui -J o Lm U c 30 Q `L nn vJ Revisions # Date Dmxip*m L6.0 Y z v, r' a 3 � 30 v a`. o o a L6.0 rn n N 0 v 0 U O 2.. 30" DIAMETER INCENSE CEDAR LOG CLEAR 1/4' R_ Q REMOVE ALL OR TIGHT KNOT, CUT TOP AND BOTTOM, TROWEL NAILER EDGE AND LAWN SANDED SMOOTH, SEALED, MIN. 12' FINISH GRADE ANCHOR INSTALLED BY SEATING SURFACE ON TOP EDGE PLAYGROUND EQUIPMENT INSTALLER 6' OF 314" MINUS CRUSHED COMPACTED 30" TALL BASALT COLUMN WITH FLAT CAST IN PLACE CONCRETE BEAM. FOREVER LAWN WITH 2' FOAM QUARRY ROCK COMPACTED, BOTTOM TOP, POSITION CLOSE C LOG ASH HAZARD, POSSIBLE TO REDD CLOSE PINC TO BE MINIMUM OF 3 PAD FOR SWING AREA INSTALLED APPROX. 8 314' BELOW FINISHED GRADE PSI WITH BROOM FINISH. 60 - BY PLAY EQUIPMENT INSTALLER PLANT BED 6" OF 3/4' MINUS CRUSHED COMPACTED OR - - - - COMPACTED QUARRY ROCK UNDISTURBED SUBGRADE_ _ _ _ IN COMPACTED, BOTTOM APPROX. (2) #4 BAR _ _ a ♦ - 1/ %/ j�� ii % Q 8 3/4' BELOW FINISHED GRADE CONTINUOUS MINIMUM I= I— I1 `--- _ a Q o 0 o 404Q }00400 CLEARANCE OF 2" LAP q = I=((_---- a 00O SPLICE MIN_ 14' GEOTEXTILE FABRIC C.S.I. GEO (—((( •a` SYNTHETIC 4 oz. WOVEN — =_ — — 44 4 4 _ — 0 0 FABRIC OR EQUAL. OVERLAP a 4' SUBBASE 314" MINUS p 0 0 SEAMS 18" MINIMUM AND TURN CRUSHED ROCK, _ _ 4 4 UP AT EDGE. COMPACTED 6' OF 314" OPEN ROUND ROCK UNDISTURBED OR COMPACTED SUBGRADE # wooll ► # • • • • • i ! # • • • i • i ! i • # • iii # 1,# i • ! i • i # • ! i # # # i ! i i # ! i # SENSORY BENCH ' 1/2' D11A. PIPE RAILING POWDER DATED GREEN SET IN THICKENED ONCRETE RAMP WITH 'SIMPSON' `SEf* -IIGH STRENGTH EPDXY `1NISH GRADE 10" 2' RADIUS EDGE TYP. AMP WITH THICKENED EDGE Q OSTS, MINIMUM OF 3000 PSI, TANDARD FINISH AMP SURFACE cn ■ a�iruaa�a SCALE: 3/4" = V- 0 1-112' DIA. PIPE RAILING POWER COATED GREEN SET IN THICKENED CONCRETE RAMP WITH 'SiMPSON' 'SET - HIGH STRENGTH EPDXY EXTEND POST AND SET IN RAMP THICKENED EDGE @ POST LOCATIONS SCALE: i/4" = V- 0 NOTE: PLAY STRUCTURE FOOTING LOCATION AND SIZE AS PER MANUFACTURER SPECIFICATION AND INSTALLED BY PLAYGROUND INSTALLER FOREVER LAWN EDGE, LAWN SYSTEM AND PAD INSTALLED BY PLAYGROUND INSTALLER 4" FLEX PERFORATED PIPE. SET UNDER GEOTEXTILE FABRIC, CONNECTION TO STORM WATER TO BE DETERMINED. PLAYGROUND AREA EDGE AND PLAY SURFACE DETAIL 6'-4" 5-0" SCALE: 3/4" = V- 0 Am••a•• # • • s WE Nam, om will ►�i�i#iii�i�il�#i�i�i '- FOUNDATION DESI IS AND FINAL ENGINEERING TO BE . ►�i�i�i#i�i�i�+��i�i#a ►�i�i�i;i�i�i�i�i�i�a _ ��a►�a►�����a►�s f ar���i�v a'iaaa�ia:farl:� . ►�i�i�i�i#i;i�i�i�i�a . - ►�i�i�iii#s�i�i�i+�i#a ►#i�i�i#i�i�i�i�i�i,�a s•��• s � s s PROVIDED AS PART OFBUILDING PERMIT �� :ilii-��a��tari#a►i . MIA WORD AM si 001121 ONE RETAINING WALL WITH WALK CAST IN PLACE CONCRETE BEAM. CONCRETE TO BE MINIMUM OF 3000 PSI WITH BROOM FINISH. PLANT BED (2) #4 BAR CONTINUOUS MINIMUM _ CLEARANCE OF 2" LAP SPLICE MiN.14' 4' SUBBASE 314" MINUS CRUSHED ROCK, COMPACTED NOTE: 'U< PLAY STRUCTURE FOOTING LOCATION AND SIZE AS PER MANUFACTURER SPECIFICATION AND INSTALLED BY PLAYGROUND INSTALLER FOREVER LAWN EDGE, LAWN SYSTEM AND PAD INSTALLED BY PLAYGROUND INSTALLER .Y Y 1/4' R. @ REMOVE ALL TROWEL MARKS 51 'worm i `a► ! iii • • � s �� ! - • - ! - 0:r_* NAILER EDGE AND LAWN ANCHOR INSTALLED BY PLAYGROUND EQUIPMENT INSTALLER FOREVER LAWN WITH 1' FOAM PAD FOR PLAYGROUND AREA INSTALLED BY PLAY EQUIPMENT INSTALLER T OF 314" MINUS CRUSHED COMPACTED QUARRY ROCK COMPACTED, BOTTOM APPROX. 8 314" BELOW FINISHED GRADE GEOTEXTILE FABRIC C.S.I. GEO SYNTHETIC 4 oz. WOVEN FABRIC OR EQUAL. OVERLAP SEAMS 18' MINIMUM AND TURN UP AT EDGE. 6" OF 314' OPEN ROUND ROCK UNDISTURBED OR COMPACTED SUBGRADE 4" FLEX PERFORATED PIPE. SET UNDER GEOTEXTILE FABRIC, CONNECTION TO STORM WATER TO BE DETERMINED. SWING AREA EDGE AND PLAY SURFACE DETAIL HANDRAIL - 1 Y2' DIA. STEEL HANDRAIL, POWDER COATED GREEN, HANDRAIL ATTACHED TO GUARDRAIL POST WITH BRACKET GUARDRAIL SQUARE METAL GUARDRAIL, POWDER COATED GREEN •1X"XIY2'POSTS . Y2' X X" PICKETS • 1 V X Y2" TOP AND BOTTOM RAILS EMBED POSTS IN WALL WITH EPDXY EXPANSION JOINT MATERIAL Wim. CONCRETE WALK, SEE DETAIL WALL: 3500 PSI CONCRETE WALL WITH WOOD BOARD FORM LINER FINISH SEE STRUCTURAL FOR REINFORCEMENT BACKFILL: T- 3a OPEN STONE DRAIN PIPE: 4' FLEX PERFORATED PIPE. SET UNDER GEOTEXTILE FABRIC, CONNECTION TO STORM WATER TO BE DETERMINED. FINISH GRADE COMPACTED OR UNDISTURBED SUBGRADE 'W 04 FOOTING: 3500 PSI POURED IN PLACE CONCRETE SCALE: 3/4" = V- 0 SCALE: 3/4" = V- 0 81\ 1�roo�zu-4-rink t'�5 Maio✓ UD pj BO�Ib LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-419 u LA L THE HILL SCALE: 1/4"= V- 0 HILL ELEVATION SCALE: 1/4" = V- 0 �4" � REM SCALE: 3/4" = V- 0 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-4-19 4 -yo no to 1P nn tYi V— Q fm r - ca In to 3" STEEL CHANNEL WITH WITH SS HARDWARE CONCRETE WALK COMPACTED GRANULAR FILL/BASE MATERIAL - 747 MINUS CRUSHED ROCK COMPACTED TO AT LEAST 950/a OF THE MATERIALS MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 UNDISTURBED OR COMPACTED - SUBGRADE SANDBOX SECTION i E LA r 2" 3!-2m T 4r f 1 l I. 11-w 12° MINUS SAND, OF PLOT AS SPECIFIED GEOTEXTILE FABRIC C.S.I. GEO SYNTHETIC 4 oz. WOVEN FABRIC OR EQUAL. OVERLAP SEAMS 18" MINIMUM. HOLD ENDS 2" BELOW FINISH SURFACE. COMPACTED GRANULAR FILL/BASE MATERIAL - 314" MINUS CRUSHED ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 UNDISTURBED OR COMPACTED SUBGRADE _'�Tlq�RADIUS EDGE i t t t • f • f f • f • i • ! • f f f ! f f << i • • f i • . f • . f • ! ! • • f • • f f a • f • • • i • . ► • . f a f , i • • • • aw kwgglo t�iIi01�� "moi =MEN II ma ��ol �IO1 IN�♦I g +Ias OIOIO�OI k ON I OA iIi i is #4 REBAR 18" O.C. BOTH WAYS SLANTING BED SCALE: 1/2* = V- 0 SCALE: 102* =1' - 0 FINISH GRADE SANDBOX SECTION 12' MINUS SAND, OF PLOT AS SPECIFIED GEOTEXTILE FABRIC C.S.{. GEO SYNTHETIC 4 oz. WOVEN FABRIC OR EQUAL. OVERLAP SEAMS 18" MINIMUM. HOLD ENDS 2" BELOW FINISH SURFACE - COMPACTED GRANULAR FILL/BASE MATERIAL - Y4" MINUS CRUSHED ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 UNDISTURBED OR COMPACTED SUBGRADE 11" CAST IN PLACE CONCRETE WALL MINIMUM OF 3000 PSI #4 REBAR 18" O.C. BOTH WAYS PLANTING BED 3001 PSI CONCRETE FOOTING #4 REBAR 18" O.C. BOTH WAYS COMPACTED GRANULAR FILL/BASE MATERIAL - 314" MINUS CRUSHED ROCK COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO METHOD T-99 SCALE: 1/2"= V - 0 Dooab LA--,'-QAy C 0 Pu P i MSS N�r�o� p� 10&oF I(o Date Receive' 2-1131,19 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-4-19 i / / / / / / — 1 W O V 4- 0 0 t_ Q WATER PLAY SCALE:11T = r 0 GORIC P.O. BOX 117 ASHLAND, MA 01721 TOLL FREE: 1-877-467-4287 wrww.godc.com C'f\l11r1R1_Q Or-1LOYY FRONT ELEVATION F INFI Q EARTH SIDE ELEVATION NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.comrinfo AND ENTER REFERENCE NUMBER Sheets Details Arc Park. SAND &-WATER PL NEW ORLEANS WATER SYSTEM Sheets Details Arc Park PROTECTED BY COPYRIGHT 020'9 CADDETAILS.COM LTD. REVISION DATE 11/08120191 GAudetaos.com Fi � e, copy �hCA-000�Li-IW i m DS mm Ov/0" -fv�_c pffG of LAKU (p. PII� 11 0q-16 Date iv V sic 9 .� o ginal Subm111,ta6_^__._ LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-419 E. D x Lu Q x w U Co 04 Q 0 r Ln r ch r 0 H i r r 0 Lo 32* - (r SENSORY WALL PLAN A. BASALT ZONE RELIEF LETTERS SET IN WALL 11 s s � s f •i - �� SCALE: 1/2" = V — 0 2 3 L6.7 L6.7 B. WOODLAND ZONE C. RIVER ZONE 10 op PAINTED RELIEFS OF FIR, C EDAR PRINTS AND CONES ID 1-1/2" COLORED ACRYLIC SPEAKER MOUNTED EHIND S.S. ALL LSI PANELS & FEATURES MOUNTED /'�� R BACKLIT INSIDE WALL WITH MESH, SKIM COAT COLORED ON MARINE PLYWOOD SUBSTRATE WITH 40 LED FIXTURE, SE DETAIL GROUT TO MATCH SEE DETAIL FASTENERS PER MANUFACTURER'S RECOMMENDATIONS, SEE DETAIL PAI FERN REPTILE I Q AND AM IBIAN RELIEFS TO 1-2- DEPTH FISSURES WITH PEBBLE TILE 0257 -1 - AND " 10 �^ COLORED GLASS AND NATURAL SMOOTH BESMOOTH FINISH n ! g '� C � � ♦ � tf •iii � ,•"�{ I � � �-t � � � a ,r x ♦ � � �i i i i i i �� � r s � �• i i� f �` 374r SENSORY WALL ELEVATION SOUTH SIDE TURTLE f ..AEARELIENATURAL r it riA `f I`+1 �r#•remit � '� �� •- U C. RIVER ZONE B_ WOODLAND ZONE A BASALT ZONE 10 1-r DEPTH FISSURES WITH PEBBLE TILE (V2"-1" COLORED GLASS AND NATURAL SMOOTH PAINTED RELIEFS OF FIR, CEDAR PEBBLE) BED IN NATURAL COLOR POOL GROUT- PRINTS AND CONES ALL LSI PANELS K FEATURES MOUNTED ON MARINE PLYWOOD SUBSTRATE WITH r' FASTENERS PER MANUFACTURER'S '+"►0....,l. RECOMMENDATIONS, SEE DETAIL 0 0 C 0 Nv Q) 0 t 0 0 0 0 fl 1 , 111 O -0� 00 G F � 0 O ` 4L`� = s ` Q) 0 # \t ( Q Q 0 C) c r y 0 -- FINISH GRADE 1 SENSORY WALL ELEVATION NORTH SIDE 29=110 3Z4r ELEMENTS KEY A. COLORED ACRYLIC LIGHT TUBES (RED, BLUE, YELLOW) B. OP11GEAR PANEL BY LSI- MODEL #168104 C. SMOOTH PEBBLE ROCK AND GLASS PEBBLE INFILL D. KALEIDOSPIN PANEL BY LSI - MODEL # 168108 E. 5.50 ALL WEATHER SPEAKER BY STOP AND LISTEN FLUSH MOUNT ON SUBSTRATE F. REAR MOUNT ARCADE STYLE RED ACTUATOR BUTTON BY STOP AND LISTEN -1=1180 MOUNT G. LSI - MODEL # 164177 - TALK TUBE HOSE AND CHATTER NOODLE PLATE H. LSI - MODEL #168562 - MARBLE PANEL BY 1. LSI - MODEL #177721 - RAIN SOUND WHEEL BY GP = GLASS PEBBLE PR = PEBBLE ROCK GENERAL NOTES 1. CONTRACTOR MUST DEMONSTRATE CAPABILITY BY SUBMITTING RELEVANT SAMPLES OF WORK. 2. SHOP DRAWINGS ILLUSTRATING FINAL LAYOUT, STRUCTURAL ENGINEERING, CONSTRUCTION DETAILS, MATERIALS AND FASTENERS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL IN ADVANCE OF CONSTRUCTION. 3. FINAL LAYOUT, DIMENSION, AND ACTUAL CONCRETE RELIEF AND IMPRINT DESIGNS TO BE DETERMINED BY CONTRACTOR, OWNER AND LANDSCAPE ARCHITECT THROUGH SHOP DRAWING REVIEW. CONTRACTOR MUST DEMONSTRATE CONFORMANCE TO THE DESIGN. 4. ALL FAUX ROCK WORK SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR. 5. FINAL DESIGN SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED. 6. ALL WORK SHALL BE PROTECTED AND WEATHERIZED DURING CONSTRUCTION. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL DISCIPLINES. SCALE: 1/2"= V — 0 SCALE: 1/2"= V — 0 � -N Date Receallived NOV0 ala i Sml LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-4-19 a D c� W Q w U CD cm 1 rAl w to In m 0 r - a a� 2 E u A I T SENSORY WALL 1TI,T7T+l-i 4i: a4�t,1Ii, l SENSORY WALL PER SOIL CONDITIONS ;EOTECHNICAL AND ?PORT FORM H MOUNT SPEAKER WD LATH SHAPED TO JSTRATED VIRES PER IMENDATION AME) STYLE ;TOP AND 4TING HOLE) ;H. VITAL 138AT. #4 L -BAR 16" O.C. #4 REBAR SPACED 12" O.C. BOTH WAYS 3000 PSI CONCRETE FOOTER 6" COMPACTED 21-A GRAVEL BASE UNDISTURBED SUBGRADE OR COMPACTED TO 95% FOUNDATION DESIGN AND REINFORCING IS SHOWN FOR REFERENCE ONLY AND FINAL ENGINEERING TO BE PROVIDED AS n A Imo'! ^Cr nt M r%tklf% T)E[Sl AIT SCALE: 3/4"= f - 0 m SLOPE TO M AAM •-e9E-i1 SENSORY WALL METAL DRIP FLASHING PAINTED TO MATCH ROCK WORK ROLLED EDGE NO SHARP CORNERS OR EDGES EXPOSED Y" MARINE PLYWOOD ACCESS DOOR (3'x4'-8-) WITH 2-W PT FRAME AND STAINLESS STEEL EXTERIOR GRADE LEVER LOCK AND HINGES; ATTACH LATH AND CONCRETE TO MATCH ROCK WALL #4 GALVANIZED REBAR SHAPED TO RESEMBLE ROCK AS ILLUSTRATED. 16" OC SPACING IN BOTH DIRECTIONS. LATH; 3.4 LBSfSY GALVANIZED METAL DIAMOND MESH. ATTACH WITH TIE WIRE AS NEEDED. GRFC SURFACE COAT 3000 PSI HAND TROWELED TO ENCASE LATH AND REBAR ON ALL SIDES. INTEGRAL COLOR TO RESEMBLE NATURAL STONE FINISH: 20130 AGGREGATE AND FINE SAND FLOAT FINISH TEXTURE TO RESEMBLE STONE. SLOPE TO DRAIN FINISH GRADE CONCRETE FOOTER: 3000 PSI AT DEPTH BELOW FROST LINE OR 7-6" MIN (SEE PLAN) #4 REBAR SPACED 12" O.C. BOTH WAYS #4 L -BAR 16" O.C. FOUNDATION DESIGN AND REINFORCING IS SHOWN FOR REFERENCE ONLY AND FINAL ENGINEERING TO BE PROVIDED AS PART OF BUILDING PERMIT SCALE: 314"= V- 0 SLOPE TO DRAIN GFR CONCRETE SCULPTED TO RESEMBLE ROCK FORMATION GALV. CROSS BRACING TO SUPPORT FORM 16" O.C. BOTH WAYS OR AS REQUIRED -" MARINE PLYWOOD SUPPORT PANEL FOR WALL ATTACHMENTS SEE DET_ #4 GALVANIZED REBAR AND LATH SHAPED TO RESEMBLE ROCK AS ILLUSTRATED POURED IN PLACE CONC. FLOOR WITH #6 WWM EXPANSION JOINT PERMEABLE CONCRETE CONTRACTION JOINT AND BOND BREAKER #4 L -BAR 16"O-C- #4 6"O.C.#4 REBAR SPACED 12" O.C. BOTH WAYS 3000 PSI CONCRETE FOOTER 6" 21-A GRAVEL BASE UNDISTURBED SUBGRADE OR COMPACTED TO 95% FOUNDATION DESIGN AND REINFORCING IS SHOWN FOR REFERENCE ONLY AND FINAL ENGINEERING TO BE PROVIDED AS SCALE: 3/4" = V- 0 Date a Received NOV 20'M it LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-4-19 4� U,» iii CXT I.D. TAG BUND RNET 1/80/4 (QTY 2) 01PTIONAL SANIFLDW HAND DRYER __J <TYP 2 PLCS) 3'-6'x1'-6' PLUMBING BLOCKOUT -J 4' CEILME MOUNTED LED LIGHTING FIXTURE --J OPTIMAL ADA DL4'XL HEIGHT DRINKING FOUNTAIN W1 CA14E SKIRT 7- 0" 6-2' 4-0' MuN C R CDA T HOUOK (TYP 2 PLCS) > < fir ZLa EPTIONAL HUT WATER TAN< FLOOR DRAIR 4' CEUNG VOUNTED LED U94TOX FXRfRE OPE INA HOT A T R TA%IK CIOAT HOCK M WAY OVALE MCKCP LEAD _IXT I.D..TAG RI WO NST 11&114 (QTY (T 2) REDR111 YP 2 OCCUPANCY SB%SQR-AC`DVATED E-XHAJS-; FAN &S. TP DISPENSER AY,CW,R Mki. 1/4)(7 (OTY 6) PREDRILL 42-X54 7/2` HORIZONTAL GRAS BAR ANCHOR NAIL 3/16x7/8 {CITY 9) PREMI Kif 3116' VA 4z jI w SIC J Ya t DOOR STOP ms it sr.= 94 07 4wkw4 WA sm Nww Prwum SM & W#m" 77 ff0ftM TX 76M CORTEZ at suamm gum W.ey pobudw� ft P -a q*. --*.f , Tsy dbft -f W. i*-Zm a *T 1, 4 OD J CU L OLII _2, 2-rISH 2- " 17-0' FOR FRONT ELEYATTt31<i REFMM SIDE EREN EXFAUST FAN SPRING HINGE 4.5x4,5 (TYP 3 PLCS) CEE EXHAUST FAN ONLY 306-8 GALVANIZED DMIR ASSY EXTERIOR LED LIGHT FIXTURE SPTION4L& ADA DUAL 14EIGHT (TYP 2 PLCS) ANCHOR MAIL 1/4 x 3,14 FOR PREDRILL 1/1;;1 W/ ANE ;'(IRT (TYP 12 PLCS) OPTIM44L SKYL S IGN ESI-?.)TYP 2 PLCS) <SYMB:YL AS REQUIRED) SPRING 4.5x4.5 TI _?_ <TYP 6 PLCS) 3%8 GALVANIZED D:I,-R ASSY SE -C-1 10N A — A REFERENCE SEL�_ 0 - 0 DOOR fF ONLY Cv AVP EILEC-ifilCAL PAUL pr 14ANDAL RESSTANT WALL HJNG IET LOKCATION 47 LED VG-fT FAW, (TYP 2 PLC j- 3 DNA. PLL 31% N- RPE ACTIVATED OCCUPANCY SE SOP OCCI-VANCY EWAUST F-14 OPPIONAL VER71CAL GRAB BAR SANP-9N HAM) DRYER If CONCEALED TYPE 1 LAVAMPY FLUSH VA10,-E W/ PUSH BUTTON 1 1/1- STAXESSS STEEL GRAB BAR FLUS4 VAL'.jE FOAL 27-10' 37-4' 3-4* 7-1 4--6 I/Z' 3- :r 4'--6 /2' - SEC_11(10 C C SECTI(IN D D 4 OD J CU L OLII _2, 2-rISH 2- " 17-0' FOR FRONT ELEYATTt31<i REFMM SIDE EREN EXFAUST FAN SPRING HINGE 4.5x4,5 (TYP 3 PLCS) CEE EXHAUST FAN ONLY 306-8 GALVANIZED DMIR ASSY EXTERIOR LED LIGHT FIXTURE SPTION4L& ADA DUAL 14EIGHT (TYP 2 PLCS) ANCHOR MAIL 1/4 x 3,14 T DRINKIft FOUNTAIN PREDRILL 1/1;;1 W/ ANE ;'(IRT (TYP 12 PLCS) OPTIM44L SKYL S IGN ESI-?.)TYP 2 PLCS) <SYMB:YL AS REQUIRED) SPRING 4.5x4.5 TI _?_ <TYP 6 PLCS) 3%8 GALVANIZED D:I,-R ASSY 4 OD J CU L OLII _2, 2-rISH 2- " 17-0' FOR FRONT ELEYATTt31<i REFMM SIDE EREN EXFAUST FAN SPRING HINGE 4.5x4,5 (TYP 3 PLCS) CEE EXHAUST FAN ONLY 306-8 GALVANIZED DMIR ASSY till 0 IIJ I I WAR ELEVATION RESTROOM PLAN, SECTIONS AND ELEVATIONS CEDAR SHAKE ROOF TEXTURE BARNWUMD TEXTURE TYP ALL EXTERIOR WALLS &W RAT 11&1/4 T? T90 PAPP R%L MAT ?MX Wq STUD DEE Ifpl gilk &I axT 01. TAL CU. Fr_ CMW- I SMT WALF. APPROXNAIE WEKW SM IL S #7 Spdme. ft 942k6 Preccw Pro&jm 9W 4.144" 77 HbbcM TX 76645 CORTEZ cxT sMom Guam 61. -nm Qw M AMIKY 3 G ffft^ 4.50.5 9 3-2 2 R Na 1/4-0/4 12 ICU. rscow_ SCL f7. War. vfimrr 3M It S S4 17 Sp*m atA M% Drecaa P"i gm It 77 faf*om Tx 76M ducts CORTEZ off summ Bum= 7-[e FLM SM01 RJXXMM & MM FUM P11)" ALL PIPING INDICATED EN T HIS SH T IS NOT BY CXT s. TRAP PRIMER VAN SCALE: NTS MUM FLIXIR PIPI 1-1 GRAD 41 CLEAN 3UT TO 2. 2' FLOOR DRAIN. FIELD INSTALLED TRAP PRIMER SYSTEM IF RECUT' ED By AUTtir;RITY HAVING JURISDICTION. (3'-,V - 1-6' BLOCKOUT1 3, 2- VENT PIPES EXTENDED 12- ABOVE FINISFED1 FLOW LEVEL, PREIVIEE TEST PLUG. x 1-6' BLOCKOUT) 4, 3' WASTE PIPE EXTENDED 12' ABOVE FINISHED FLUOR LEVEL, PREIVIt-E TEST PLUG. <3-6' x "-G* 3LOCkOi') 5- 1 112' TYPE I< ANW�ALEED 'SOFT' COPPER WATER SERVICE EXTENDED le A30VE FINIS' -Er, FLIMEIR -G' x 1'-6' BLI"CUT DETAIL LEVEL. PR9VIrjE CAP AT END. (3-6' x 11-61 BLOCKOU T) 6- MIN'. BURY PER LOCAL RMREMENTS TO PROTECT AGAINST FREEZING AND DAMACE, 7. 2' FLOOR BRAIN. FIELD INSTALLED TRAP PRIMER SYSTEM IF REQUIRED BY AUTHORITY HAVING jURISDICTIM (110' BLUC<I)UT) 8, 3C' MIR BURY, PRaVIVE TRACER TAPE. 9. ELECTRICAL STUD UP, (6'P BLrjCKMjT> PIPINGLEMS BELOW FLOOR BELOW FLMR WASTE PIPW,-1 VENT PIPING SCH 40 ABS SCH 40 ABS TYPE DWV TYPE tWV nmm WTAUL Mmms 0, CAST -IN BRAIN HMING (10' INSIDE DIN - PP;JVIDED BY CXT3 B. FIELD T D GRI..'' -UT, SL0__ ROVI NSTALLE GREI � PE TO DRAIN CXT . DED -INSTALLATION NOT BY CXT) C. 2 VAS E PIPt. STUB UP ld' ABOVE GRAZE (NOT BY CXT? P -TRAP ADAPTER <NUT 3Y CXT) E. -TRAP ASSEMBLY 0CT BY EXT) F. 1/2' O.D. COPPER TRAP PRIMER LINE 'N3T BY CXT) IT 2' FLOOR DRAIN VERT RISER - STUB UP 12' ABOVE GRAD-7`14BY H. CXT) TRAP PRIMER MAMFOLD PRE -PLUMBED AND INSTALLED BY CXT) 1/2' SHUT OFF VALVE CPRE -PLUMBED AND INSTZYZ BY CXT) 0' DIA 4 - GR At E- 2: JD 3--W x r --W 8.13CKOLIT DETAIL FL= BRA* KTAR. RESTROOM FIELD UTILITY STUB OUT THIS FAC;ORY ASSEMBLED BUILDING AS CONSTRUCTED PROVIDES A RIGID BOX T PE SYSTE% VERTICAL LOADS ARF TRANSFERRED, PR��MARILY " STRUCTURAL M. T ROUGH BEARING Y,'ALLS TO A PREPARED GRANULAR SUB -BASE IVNIH­,� Gs UNEOPM,-Y ACTS AS AOS7 BARRIER. DUE TO TH-_ ;NH"EREN T sl�NESS C7 -IF EU D N G, IT WLL REMAIN SAFE AN" S_1'­RUC7­jRALLY SOUND IN THE jM-WELY EVE %- 01 - FREEZING AC, Oak BELOW THE BUILDING - LATERAL LOADS ARETRANSFERRED TOO THE GROUND THROUGH FRICTIONAL RESISTA14CE 'vMTHOUT SLIDING OR SHIM., JG BETWEEN THF BUILI)ING FLOOR SLAB AND THE PREPARED SOIL AND GRAVEL SUB -BASE ON WrOCH THE BUiLMIG RESTS. SEI*_zz1m,1C ANALYSES ARE BASED C44 LOADS DETERMINED n4 ACCORDANCE WTIH THE 2303 !NTERNATIONAL BUILDING CODE USING THE FOLLOWING PARAf/E S. 'WHICH MEET OR EXCEED THE CODE PRESCRIBED REQUIRE"MLIN T S FOR THIS INSTALLATION: S:IECTIRAL ACCELERATIONS: SS = 3.41 & SI = 159. B=ARING 'NA'_1 SYS�I_M WITH CONCRETE SHEAR WALLS, R 5.5 & OMEGAO, iz; T E CLASS D stism-C USE GROUP = t 20, G tHE 250 PSF SWIW LOAD iS INCLUDED TO DETER NE SEISMIC LOADS SOI L/CCNCREEIE FRICTION FACTOR 0,35 THIS BUILDING. AS DESiGNED, RES-FING ON A PROPER! Y PREPARED GRANUL LAR E SUB-BAS :TILL SE SAFE AND STRUCTURALLY SOUND FOR VERTICALD 11 LA A .1, T- ERA I ADS 0 AS DISC LISSED ABOVE. A FULL DEPTH FOUNDATIa.1 WALL AT THE BU ff-DING PERM {R, TYPICAL FOR OTHER TYPES OF GULL DING ',ONSTRU1_T;Of,1. zS NOT REGUIRE: FOR THIS BUI�IIG. C7��. ISIRUSHED CRUSHED ROCK 00WIPAC7EL, TO 95% OF OPTWUM DENSITY 114 ACCORDANCE WITH ASIV 1) 15557. FINISHED SURFACE OF SUC-BASE PHIAL -EE UNIFORMLY LEVEL, NOT VARYING MORE "-IATYZ FROM. A TRUn- HORIZONTAL 3LAME- REFER TO BUILDING H&WXENG S, -,EE -j FOR SUB -SASE PEOUIREM-ZNTS DURING BUILDING I-LACEM-EM1 (PREPARED SUE -BAS: NOT BY CXT' RESTROOM FIOUNDrAT ION SCALE: NTS FLOOR PLAN zt SE SCALE: NTS �`� ! ®o® r o Com® RecePed V \j q% 2, 'o 0 `�0,; 1"t ginnal, sun 1 1/2' TYPE 'K' ANNEALED 'SOFT- COPIER WATER SERVICE CHASE &LOCKOUT TO MAIN JtE LME NOT FOR CONSTRUCTION 28' SQUARE PLAN VIEW 28'X28'SCOTTSDALE MODEL NTS 24 GA HR -36 STEEL ROOF 24 GA FASCIA TRIM PERIMETER BEAM #2 COMPRESSION RING MID BEAMS PERIMETER BEAM A" MAIN BE" 7"Xr COLUMN EXTENSION BEAM NOT FOR CONSTRUCTION ELEVATION 28X28SCoTTSDALE MODEL NTS NOTE: FOR ILLUSTRATION ONLY!! FOOTING SIZE MAY CHANGE W/ Nsr STRUCTRURAL ENGINEERING ADJUST FTG. DEPTH FOR LOCAL FROST CONDITIONS CIC1.140D FOUNDATION DESIGN AND BASE PLATE REINFORCING IS SHOWN FOR NZ17— ELEC CONDUIT IF REQ`D. J�_ REFERENCE ONLY AND FINAL A -BOLT HOLE ENGINEERING TO BE DED AS PART OF BUILDING PERMIT 7"X7"COLUMN 7"X7" COLUMN HANDHOLE W/ COVER EXPANSION MATO HEX NUT BY CONTRACTOR (AS NEEDED) WASHER & BASE PLATE FINISH GRADE SLAB �N!ft 7 I -T V OPTIONAL ABC • .4 2500 PSI CONCRETE I)-4 BY CONTRACTOR 7 . t 4- e a .4 R=w� amr A o 4 STUB ELIC CONDUIT PER LOCAL CODE 0 SEE COL DTL PLAN FOR LOCATION IF REQ`D. 111- 'IN (I y%-XI2- A-36 ALL —��3' TYP THREAD A43OLT (4) # 4 REBAR w/ (2) HEX NUTS EACH WAY TOP & BTM BY CONTRACTOR 7_6* so NON -EXPANSIVE, UNDISTURBED OR 95% COMPACTED SUBGRADE A 1 -BOLT SURFACE MOUNT SPREAD FOOTING 28'X28'SCOTTSDALE MODEL NTS SCALE: NTS LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-4-19 1119 1 11 ; I i i lit (� if DOOR fF RAR ELESS MS MECIANICAL L9Uv (TYP 2 PLC till 0 IIJ I I WAR ELEVATION RESTROOM PLAN, SECTIONS AND ELEVATIONS CEDAR SHAKE ROOF TEXTURE BARNWUMD TEXTURE TYP ALL EXTERIOR WALLS &W RAT 11&1/4 T? T90 PAPP R%L MAT ?MX Wq STUD DEE Ifpl gilk &I axT 01. TAL CU. Fr_ CMW- I SMT WALF. APPROXNAIE WEKW SM IL S #7 Spdme. ft 942k6 Preccw Pro&jm 9W 4.144" 77 HbbcM TX 76645 CORTEZ cxT sMom Guam 61. -nm Qw M AMIKY 3 G ffft^ 4.50.5 9 3-2 2 R Na 1/4-0/4 12 ICU. rscow_ SCL f7. War. vfimrr 3M It S S4 17 Sp*m atA M% Drecaa P"i gm It 77 faf*om Tx 76M ducts CORTEZ off summ Bum= 7-[e FLM SM01 RJXXMM & MM FUM P11)" ALL PIPING INDICATED EN T HIS SH T IS NOT BY CXT s. TRAP PRIMER VAN SCALE: NTS MUM FLIXIR PIPI 1-1 GRAD 41 CLEAN 3UT TO 2. 2' FLOOR DRAIN. FIELD INSTALLED TRAP PRIMER SYSTEM IF RECUT' ED By AUTtir;RITY HAVING JURISDICTION. (3'-,V - 1-6' BLOCKOUT1 3, 2- VENT PIPES EXTENDED 12- ABOVE FINISFED1 FLOW LEVEL, PREIVIEE TEST PLUG. x 1-6' BLOCKOUT) 4, 3' WASTE PIPE EXTENDED 12' ABOVE FINISHED FLUOR LEVEL, PREIVIt-E TEST PLUG. <3-6' x "-G* 3LOCkOi') 5- 1 112' TYPE I< ANW�ALEED 'SOFT' COPPER WATER SERVICE EXTENDED le A30VE FINIS' -Er, FLIMEIR -G' x 1'-6' BLI"CUT DETAIL LEVEL. PR9VIrjE CAP AT END. (3-6' x 11-61 BLOCKOU T) 6- MIN'. BURY PER LOCAL RMREMENTS TO PROTECT AGAINST FREEZING AND DAMACE, 7. 2' FLOOR BRAIN. FIELD INSTALLED TRAP PRIMER SYSTEM IF REQUIRED BY AUTHORITY HAVING jURISDICTIM (110' BLUC<I)UT) 8, 3C' MIR BURY, PRaVIVE TRACER TAPE. 9. ELECTRICAL STUD UP, (6'P BLrjCKMjT> PIPINGLEMS BELOW FLOOR BELOW FLMR WASTE PIPW,-1 VENT PIPING SCH 40 ABS SCH 40 ABS TYPE DWV TYPE tWV nmm WTAUL Mmms 0, CAST -IN BRAIN HMING (10' INSIDE DIN - PP;JVIDED BY CXT3 B. FIELD T D GRI..'' -UT, SL0__ ROVI NSTALLE GREI � PE TO DRAIN CXT . DED -INSTALLATION NOT BY CXT) C. 2 VAS E PIPt. STUB UP ld' ABOVE GRAZE (NOT BY CXT? P -TRAP ADAPTER <NUT 3Y CXT) E. -TRAP ASSEMBLY 0CT BY EXT) F. 1/2' O.D. COPPER TRAP PRIMER LINE 'N3T BY CXT) IT 2' FLOOR DRAIN VERT RISER - STUB UP 12' ABOVE GRAD-7`14BY H. CXT) TRAP PRIMER MAMFOLD PRE -PLUMBED AND INSTALLED BY CXT) 1/2' SHUT OFF VALVE CPRE -PLUMBED AND INSTZYZ BY CXT) 0' DIA 4 - GR At E- 2: JD 3--W x r --W 8.13CKOLIT DETAIL FL= BRA* KTAR. RESTROOM FIELD UTILITY STUB OUT THIS FAC;ORY ASSEMBLED BUILDING AS CONSTRUCTED PROVIDES A RIGID BOX T PE SYSTE% VERTICAL LOADS ARF TRANSFERRED, PR��MARILY " STRUCTURAL M. T ROUGH BEARING Y,'ALLS TO A PREPARED GRANULAR SUB -BASE IVNIH­,� Gs UNEOPM,-Y ACTS AS AOS7 BARRIER. DUE TO TH-_ ;NH"EREN T sl�NESS C7 -IF EU D N G, IT WLL REMAIN SAFE AN" S_1'­RUC7­jRALLY SOUND IN THE jM-WELY EVE %- 01 - FREEZING AC, Oak BELOW THE BUILDING - LATERAL LOADS ARETRANSFERRED TOO THE GROUND THROUGH FRICTIONAL RESISTA14CE 'vMTHOUT SLIDING OR SHIM., JG BETWEEN THF BUILI)ING FLOOR SLAB AND THE PREPARED SOIL AND GRAVEL SUB -BASE ON WrOCH THE BUiLMIG RESTS. SEI*_zz1m,1C ANALYSES ARE BASED C44 LOADS DETERMINED n4 ACCORDANCE WTIH THE 2303 !NTERNATIONAL BUILDING CODE USING THE FOLLOWING PARAf/E S. 'WHICH MEET OR EXCEED THE CODE PRESCRIBED REQUIRE"MLIN T S FOR THIS INSTALLATION: S:IECTIRAL ACCELERATIONS: SS = 3.41 & SI = 159. B=ARING 'NA'_1 SYS�I_M WITH CONCRETE SHEAR WALLS, R 5.5 & OMEGAO, iz; T E CLASS D stism-C USE GROUP = t 20, G tHE 250 PSF SWIW LOAD iS INCLUDED TO DETER NE SEISMIC LOADS SOI L/CCNCREEIE FRICTION FACTOR 0,35 THIS BUILDING. AS DESiGNED, RES-FING ON A PROPER! Y PREPARED GRANUL LAR E SUB-BAS :TILL SE SAFE AND STRUCTURALLY SOUND FOR VERTICALD 11 LA A .1, T- ERA I ADS 0 AS DISC LISSED ABOVE. A FULL DEPTH FOUNDATIa.1 WALL AT THE BU ff-DING PERM {R, TYPICAL FOR OTHER TYPES OF GULL DING ',ONSTRU1_T;Of,1. zS NOT REGUIRE: FOR THIS BUI�IIG. C7��. ISIRUSHED CRUSHED ROCK 00WIPAC7EL, TO 95% OF OPTWUM DENSITY 114 ACCORDANCE WITH ASIV 1) 15557. FINISHED SURFACE OF SUC-BASE PHIAL -EE UNIFORMLY LEVEL, NOT VARYING MORE "-IATYZ FROM. A TRUn- HORIZONTAL 3LAME- REFER TO BUILDING H&WXENG S, -,EE -j FOR SUB -SASE PEOUIREM-ZNTS DURING BUILDING I-LACEM-EM1 (PREPARED SUE -BAS: NOT BY CXT' RESTROOM FIOUNDrAT ION SCALE: NTS FLOOR PLAN zt SE SCALE: NTS �`� ! ®o® r o Com® RecePed V \j q% 2, 'o 0 `�0,; 1"t ginnal, sun 1 1/2' TYPE 'K' ANNEALED 'SOFT- COPIER WATER SERVICE CHASE &LOCKOUT TO MAIN JtE LME NOT FOR CONSTRUCTION 28' SQUARE PLAN VIEW 28'X28'SCOTTSDALE MODEL NTS 24 GA HR -36 STEEL ROOF 24 GA FASCIA TRIM PERIMETER BEAM #2 COMPRESSION RING MID BEAMS PERIMETER BEAM A" MAIN BE" 7"Xr COLUMN EXTENSION BEAM NOT FOR CONSTRUCTION ELEVATION 28X28SCoTTSDALE MODEL NTS NOTE: FOR ILLUSTRATION ONLY!! FOOTING SIZE MAY CHANGE W/ Nsr STRUCTRURAL ENGINEERING ADJUST FTG. DEPTH FOR LOCAL FROST CONDITIONS CIC1.140D FOUNDATION DESIGN AND BASE PLATE REINFORCING IS SHOWN FOR NZ17— ELEC CONDUIT IF REQ`D. J�_ REFERENCE ONLY AND FINAL A -BOLT HOLE ENGINEERING TO BE DED AS PART OF BUILDING PERMIT 7"X7"COLUMN 7"X7" COLUMN HANDHOLE W/ COVER EXPANSION MATO HEX NUT BY CONTRACTOR (AS NEEDED) WASHER & BASE PLATE FINISH GRADE SLAB �N!ft 7 I -T V OPTIONAL ABC • .4 2500 PSI CONCRETE I)-4 BY CONTRACTOR 7 . t 4- e a .4 R=w� amr A o 4 STUB ELIC CONDUIT PER LOCAL CODE 0 SEE COL DTL PLAN FOR LOCATION IF REQ`D. 111- 'IN (I y%-XI2- A-36 ALL —��3' TYP THREAD A43OLT (4) # 4 REBAR w/ (2) HEX NUTS EACH WAY TOP & BTM BY CONTRACTOR 7_6* so NON -EXPANSIVE, UNDISTURBED OR 95% COMPACTED SUBGRADE A 1 -BOLT SURFACE MOUNT SPREAD FOOTING 28'X28'SCOTTSDALE MODEL NTS SCALE: NTS LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 11-4-19 2D' -Q" SCISSOR TRUSSES 1 ENDWALL CLADDING PER 4/SD02 5/8" BRECKONRIDGE SOFFIT DECORATIVE TIMBERS PER 4/SDo2 GLU-LAM PER 6/SD02 - TIMBER POST PER 4/SD02 JUNIPER GUARDRAIL PER 4/SD02 CEDAR SHIP -LAP OR T&G SOFFIT UNDER SCISSOR TRUSSES Date Received NOV 201 Original C%ubm1rta1_51b__. TIMBER TECH DECK BOARDS FASTENED W/CONCEALED FASTENERS O/ 2x8 PT AT 12" OC- W/LUC26Z EA. END ROOF SECTIONS LAG INTO GLB ABOVE, EA. SIDE ROOF ABOVE 5-1/2- PERIMETER GLU-LAMS FASTEN GLB - - - POWDER COATED SHEET METAL ARCUATED ROOF TO POST W/HD GALV. SEATED KNIFE PLATE, _- -- _ --- - - a - t_ NOTCHED SQUARE INTO POST, P. - -- -- Y IN (9) SECTIONS PER 5/SDO2 ,. TY F co _ U W 17 7 J p CO- MF r PROPOSED STAGE SECOND FLOOR 1/8" =1._0" PROPOSED STAGE AREA SITE PLAN 1/811 = 1,_0,1 POWDER COATED MTL BRANCHES FROM MIN. S TO MAX. 8' LONG: STITCH WELD 14 GA. MILD STL CUT PER LASER TEMPLATE TO BE PROVIDED FOR CUTTING AND FABRICATION- FASTEN W/(3) LAGS EA TO POSTS. QTY. AS SHOWN. TYP BRANCH SECTION y 0 12 GA. SIDES 0 LAGS THRU PIPE SECTION WELDED ON END PIPE SECTION MATCHING POLE RADIUS 2 X 4 WRC TITE-KNOT FASCIA PANT EXTERIOR FACE PER COLOR SCHEME AND CLEAR -COAT OTHER EDGES W/ CLEAR PRODUCT USED ON DECKING. DECORATIVE 6" TIMBERS (3 TOT) FASTEN TO EA TRUSS W/TIMBER TECH, TYP. TREAT W/ (2) COATS CLR FINISH: (1 ) PRIOR TO INSTALL A+1 1 ♦ nnn • 2i ♦ rrraine v INTO F.A. SAULESTER EPDXY SET INTO CONCRETE. CAP BUTT END W/ICE & WATER SHIELD FRONT ELEVATION 1/411 = 1 1 -011 ROUND CONE PILING CAP, TYP. POWDER COAT OR EPDXY PAINT PER COLOR SCHEME w Er a Q O U O Z v, 0 J O Yam O Er m CC W tr O m U cy J J Q tr Z PIPE FOR DSP ROUND FCR III I I F_T71 I I III Ill III I I I I I I I= I F1 iii STAGE AREA OF WORK 2 NOTE: THIS IS A PRELIMINARY SET SUBJECT TO CHANGE DURING DESIGN DEVELOPMENT AREA OF STAGE BUILDING SCOPE { 1 a= 5W—O" AERIAL PERSPECTIVE LOOKING SW PERSPECTIVE LOOKING NW AGATE ARCHITECTURE Michael Soraci, AIA, GEED ap Architect 1577 Pearl St., STE 1451 Eugene OR,, 97401 michoel@agatearchitecture.com www.agatearchitecture.com 541.520.4558 AGATE ARCHITECTURE, LLC NO DescrWon Date The Contractor, Client &/or the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of Michael Soraci, AIA and Agate Architecture, LLC and shall not be used for any other purpose than this project, nor unauthorized persons without written permission of Agate Architecture, LLC ARC PARK PRELIM OPTION C ESTIMATE SET Project number 2019.3 Date 8.13.19 Drawn by JE Checked by MS SD02 Scale As indicated ao 0 M o) O N M T co H >W 00 W y Z O v Z U.J ;O � LU i3l UL1 zwo Y � � ap LL d O r 'N} V Z 5 L � Q UJ N adam NO DescrWon Date The Contractor, Client &/or the Owner shall examine the construction documents for inconsistencies & contact Agate Architecture, LLC for resolution prior to commencement of the work. The design contained herein is intellectual property of Michael Soraci, AIA and Agate Architecture, LLC and shall not be used for any other purpose than this project, nor unauthorized persons without written permission of Agate Architecture, LLC ARC PARK PRELIM OPTION C ESTIMATE SET Project number 2019.3 Date 8.13.19 Drawn by JE Checked by MS SD02 Scale As indicated ao 0 M o) O N M T co