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HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/26/2021VA20 H2 ,0,- S.E.1/4 S.E.1/4 SEC.30, T.17S. R.2 W.,W.M. TAX LOT 4009 300 "20 SIDEWALK tl i I SPRINGFIELD, LANE COUNTY, OREGON lilt CLOSED H20 H20 H20 OZH OZH OZH —=—H 0 1--- 77 — REN LOIGIHT IN, $ 5T TRE LIGHT EXISTING WATER LINE fIN S%. G 3vc) svo EXISTING LOW PRESSU`RE�� -Q� s t SODIUM LIGHT ON S-U&ZOLE E�- F a lot" LO" 9*90*0 9 0 LOT 9 STR LIGHT LO§E 0 9 0 D EX EN 90 �N 00 60.00' SI N H I R TL 500 V <z EXISTING WATER LINE 5CALf- 1 "=30 J0 J0 60, 10.00, 11 EXISTING GAS LINE 10.00, 0 P. Y. E. RUE to. ga %-,mg CN TL 4001 0 LDR EX STREET 4,& 41 7. 1 EXISTING SIDEWALK RAMP EX STREET LIGHT EX STR:"ET UG T LEGEND 22' WIDE STOP OV, GRAVEL 0 - VICINITY MAP ROAD SIGN EXISTING BOUNDARY NTS VISION CLEARANCEI I I y C; ADJACENT PROPERTIES C) EXISTING CURB LINE X X EXISTING FENCE 8 low EXISTING WATER MAIN <5 EXISTING WATER METER Q0 EXISTING WATER VALVE EXISTING FIRE HYDRANT AAA1\-8"WW' EXISTING WASTEWATER SYSTEM EXISTING CLEANOUT (S—T�-24"SI) EXISTING STORM DRAINAGE SYSTEM EXISTING CATCH BASIN EXISTING CURB INLET EXISTING STREET LIGHT UGE— EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER cr EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE —2"G EXISTING GAS MAIN C) EXISTING GAS VALVE Nil PROPOSED WATER METER 8"WW' PROPOSED WASTEWATER LINE PROPOSED WASTEWATER MANHOLE 0 PROPOSED WASTEWATER CLEANOUT 1 2"ST PROPOSED STORM LINE C14 PROPOSED STORM MANHOLE y C; C) )00 >1 Lu <5 Q0 C) z cr Q0 pe) C) C) c) C) C) y C; C) )00 >1 Lu Jj 4 0 U) 10. EXISTING STREET LIGHTS ON THESE STREETS ARE CITY OF SPRINGFIELD DECORATIVE STREET LIGHTS. A C) (11'1)) Q) Q0 C) Emmq cr Q0 pe) C) C) c) C) C) C14 P., Lr) Jj 4 0 U) 10. EXISTING STREET LIGHTS ON THESE STREETS ARE CITY OF SPRINGFIELD DECORATIVE STREET LIGHTS. A C) CI -4 pe) C) C) c) C) C) C14 Lr) >- 041 >� 00 'I z F� W OQ 0 W > Q u 4 C) -4 U) > z u 04 W W Jj 4 0 U) 10. EXISTING STREET LIGHTS ON THESE STREETS ARE CITY OF SPRINGFIELD DECORATIVE STREET LIGHTS. A WEST PROPERTY-------- T00I LINE - - a ♦ ♦ ♦ ♦ ♦ ♦ ,goo° •• ' =.. �-�--�~I EXISTING BOUNDARY I . ♦ ♦. SITE DATA: ADJACENT PROPERTIES ;•` ` I TOTAL SITE AREA = 116,741 SQ. FT. (2.68 AC) LDS, ♦ `� _ EXISTING CURB LINE . - a �`— TOTAL IMPERVIOUS AREA 102,825 SQ. FT. (2.36 AC) LANDSCAPE AREA = 13 916 S . FT. 12%�m. � — Q ( o) .�wm� EXISTING FENCE - •, PROPOSED I IMPERVIOUS NON—ROOF AREA — 62,397 SQ. FT. (53%) ORMWATER NOTES: » I — — ROOF AREA = 40,428 SQ. FT. (35%) 8 W EXISTING WATER MAIN .. • • •'.. PLANTER GROSS FLOOR AREA — 34,182 SQ. FT. 1. SEE ARCHITECTURAL PLANS FOR LONG TERM c'• �1' • :: EXISTING WATER METER d.. ... _ I PROPOSED 6 REQUIRED PARKING: BICYCLE PARKING LOCATION. CHAINLINK 2. SEE ARCHITECTURAL PLANS FOR ROOF OVERHANG SHORT TERM BIKE " FENCE 111 TOTAL REQUIRED 35 (1 PER 1000 S.F.) --- EXISTING WATER VALVE ♦' '- - PARKING • • i • • • • •� TOTAL PROVIDED = 53 SPACES WIDTHS. �'` ' P-♦ - SEE DETAIL SHEET . - ' i' :, HANDICAP SPACES REQUIRED — 3 3. THE NEAREST LTD TRANSIT LOCATION 1S AT 42ND I I 00 I - I ♦ ..: C-5.0 CHAIN LINK �Q _ O EXISTING FIRE HYDRANT .q a� - a HANDICAP SPACES PROVIDED = 3 AND MAIN STREET. ,� O , . M: ♦- FENCE GATE a« • • • • _ _ 4. 3FT ACCESS GATE ADJACENT FROM FIRE HYDRANT ----g WW -- -tr ' E BICYCLE PARKING REQUIRED= 12 (1 PER 3,000 S.F.) `INIIV- EXISTING WASTEWATER SYSTEM A S -_ - . . { I �'- - " - o �: • - • . • . - INSTALL FIRE DEPARTMENT LOCK -14.. LONG TERM= 9 SPACE (LOCATED INSIDE BUILDING) I g` N - - . . - . • ' 5. SHORT TERM BIKE PARKING DETAIL SEE SHEET LDR EXISTING CLEANOUT PROPOSE 6' - ` • . ` ®- ♦ FT M TE FOR Fl SHORT TERM= 3 SPACES ADA PARKING SIGN. - - - - • - - . - ♦ C—S.O. SPACE REQUIREMENT IS MET. CHAINLI K SEE SHEET C-5.0. �. ♦ - ♦ ♦ ♦ ♦ . p CE S P ENCS W/ SLATS . BLD #3 ®- - - - . -. - :'• ITH F E DE ART E CUT = 4,760 C.Y. CST)24"SD EXISTING STORM DRAINAGE SYSTEM - GROSS FLOOR AREA: 000, m ... w .. - . w "�K L C - - ®® ♦ - - - r ALL = 7 006 C.Y. L A 1RooF SQ.FT. �- - ���' � ♦....- • © EXISTING CATCH BASIN AREA: 10. . o11.13' 11,634 SQ.FT. A ��♦ EXISTING CURB INLET - ♦ F' ATH TRASH ENCLOSURE - - WELLHEAD PROTECTION CONSTRUCTION NOTES•.µ- - PER ARC ITECTURAL ATH 46.00' BL G # pp ( 0 EXISTING STREET LIGHT { - PLS NS. GROSS FLOORAREA: 1. THE DEVELOPMENT FALLS IN THE 5 YEAR TIME OF TRAVEL ZONE AND IS SUBJECT TO oI 4,635 SQ.FT. 2 - DRINKING WATER PROTECTION PROGRAM STANDARDS IDENTIFIED 1N SPRINGFIELD PROPOSED STREET LIGHT EA,TL 4200I ♦ ♦ - '�) DEVELOPMENT CODE SECTION 3.3-200. y w 6,099 SQ FT. -- '; : UGE -- EXISTING UNDERGROUND ELECTRIC ..; - -`- • I 2. DNAPL CHEMICALS ARE PROHIBITED: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE 01. REQUIRED TO PROVIDE THE OWNER'S ENGINEER WITH COPIES OF MSDSS FOR ALL C svo I HEMICALS EXISTING TRANSFORMER LDS I . a .. PROPOSED FOR USE ON—SITE PRIOR TO USE OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSS, THE ENGINEER WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE ON THIS SITE EXISTING TELEPHONE PEDESTAL P (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DENSE NON' -AQUEOUS PHASE LIQUIDS OR I DNAPLS). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE PROTECTION PHN — — EXISTING TELEPHONE LINE -♦♦ •` • I 4 0 R COORDINATOR 541-744-3745 WITH ANY QUESTIONS ABOUT EVALUATING PRODUCTS FOR y P• DNAPLS. — —2"G —� — EXISTING GAS MAIN Lto 2 GA S — I N ♦ ®I 3. — E • ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN—UP EXISTING GAS VALVE �Q- - - MATERIALS DISPOSED OFF—SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ �w REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER PROPOSED WATER METER . I • CONTAMINATION. �CHUN NK LOR� ♦ -- - x TE 8 WW PROPOSED WASTEWATER LINE �� - 4. CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS DEVELOPERS SHALL BE • I / �a . , . l • x : PRODUCTS PROPOSED WASTEWATER - ®- `- - -..' . � • � '�` `•�� :.. .;� � "� -' .` ; . . ; , ` , :. :. - . I : •.. ; ! RESPONSIBLE FOR THE SAFE- HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PROD MANHOLE I `7 AND FERTILIZERS, AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF - E E BAC I ♦-g - : ITH P ER TY• CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING 0 PROPOSED WASTEWATER CLEANOUT MATERIALS WASTES MUST NOT ENTER THE SOIL OR BE WASHED INTO TH � � / E STORM WATER SYSTEM. ♦ ° BLD #2 ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. 12"ST PROPOSED STORM LINE l GROSS FLOOR AREA: BLD # 1 9 269 SQ.FT. GROSS FLOOR AREA # , 4♦ ' ROOF AREA: . 10,24 SQ.FT. s•�- .. I 5. _EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN TO PREVENT PROPOSED STORM MANHOLE .10.83' ♦ - 10,731 SQ.FT. 1 ROOF SQ.FT. AREA:. d� I DEDIFLUICATED AREA FOR FTAINING IUELING AND MAINTENANCE 0PMENT LOCATED OUTSIDE � EQUIPMENT. PMENT. INCLUDINGM LEAKING, TH S AREA SHOULD 46.60 a -{ - �x Q Q PROPOSED STORM CLEANOUT m - ATH. TRASH E CLOSURE FFE 1.30'° PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO TL 4401® PER ARCH TECTURAL ' . ATH. PLq S• THE SOIL OR STORM WATER DRAINAGE SYSTEM. p PROPOSED CURB INLET 6. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL ' BE USED ON THIS SITE. - - . ADA PARKING . �• ( [ Fiimo SIGN. SEE SHEET. •a PA VED AREA LDR C-50. , . ; HAI LINK v.. - - - �:.. GATE Ll - : I o 1 F o w -w - ♦ cl-4 CHAIN LINK '�� i • i �� ♦ I - • •' - ®I4 MAN GATE ; ® ♦ 0 00 O I p' co Lo 00 ♦- a' o ,�.. In N ,; .,, .... . .a • a • e a.£ a : a a. a e> a s a s a s a a s a . a" �° • d�' .a� •,4 (` a• • ....'a ,..a : a• tii ! 333.53 d pjpj Q ' • q •a • '- •d d• 3 4500 EXISTING 6' y ? { �� �4z- CHAINLINK FENCE I 2n�� I _ LDR TL_ 200 0 -5 X w z z 62.00'; h Q MAP #17-02-30 4 ��� Q o �- R W` W _I j O W 0 A RAMAD T BUILDING fI I SITE REVIEW PLAN SET —NOT FOR CONSTRUCTION SIDEWALK PLANTER STRIP P EXISTING CONCRETE ENTRANCE EXISTING CONCRETE ENTRANCE NORMAL ASPHALT BASE ® CONCRETE PAVEMENT C) THICK ASPHALT BASE EXISTING STREET TREE o o� W �lcS1 �O k W O orn •EU, WOo' ,-. b•A �W PQM a o of� w� cnw � cn o o a, M un P-4 WJ W O N � C D cn o o� W �lcS1 �O k W M 0 N � C D cn N o � cca 0 W Q Q W O d > Q U a ... �• 1 911 1p +� t e7 05 44 + m • s AC. 49 « « € a « m T m �� • ��� TL 4001A` 9 #« « «.«• m a 4 , ` ,. AC 480.35 • • 4 s m R OLE LIGHT b, D R t A n a ala < ® / �a.. � 1`.. y� Q . / « e meg« � . a' # ®A 9 • • • • : � "`.. • . SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION LEGEND • — — • — — • — EXISTING BOUNDARY — . — — __ ADJACENT PROPERTIES EXISTING CURB LINE _ .-- .. _T x _ -,. EXISTING FENCE 8"W -- - EXISTING WATER MAIN [W:] EXISTING WATER METER EXISTING WATER VALVE ti EXISTING FIRE HYDRANT 8"WW — EXISTING WASTEWATER SYSTEM OC EXISTING CLEANOUT /'S T _ - 24" SD — EXISTING STORM DRAINAGE SYSTEM EXISTING CATCH BASIN Ems_ EXISTING CURB INLET EXISTING STREET LIGHT UGE --- EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER EXISTING TELEPHONE PEDESTAL PHN — EXISTING TELEPHONE LINE —2"G` — EXISTING GAS MAIN EXISTING GAS VALVE ® PROPOSED WATER METER 8"WW PROPOSED WASTEWATER LINE Q PROPOSED WASTEWATER MANHOLE Q PROPOSED WASTEWATER CLEANOUT ;l 2"ST PROPOSED STORM LINE Q PROPOSED STORM MANHOLE 0 PROPOSED STORM CLEANOUT 13 PROPOSED CURB INLET 'PAVED AREA :. SIDEWALK 41 41 4, PLANTER STRIP 41 11 EXISTING CONCRETE ENTRANCE • EXISTING STREET TREE � E -I W cc �1 G� H H � c-- � O o Q • W O o W a, -,•tet d- .� W kn cc:3� Wp l 0 o � � Q M i/1 �-.� rvn • N ON Lo .k PI � O .. E -I P�Q cc �1 G� W � .. E -I � o � O � Q 0 w QL) N ON Lo w PI � O Lr) .. 0 ON Lo m 1-1 Lr) N �. pa z o W Q Q w w W z z w w w' � U w w Q a v) Q Q x WIN I'MOMMEWIMMINNEST-1, il ,. W N � n W • r �H-1 CID W 0<5 0�1 O • 44 w HQai bA 4 UD � kn cn as Q� CY W 00 p; v r7 O O N Lo O (� WIN I'MOMMEWIMMINNEST-1, N Z85�w n W W a N r7 O O N Lo (� LO N p W CO x QCL� Q Q � C4 ELEVA-T]ION WEIGHT` : 220 lb's. SECTION 6' WHEEL STOP DETAIL NTS 4THICK CONCRETE PAD 3,000 PSI MIX OVER 2 CRUSHED ROCK. 14'-0" 5.5'-o„ 3'-o„ BICYCLE PARKING DETAIL NTS TOPSOIL MATERIAL LANDSCAPE AS PER PLANS 6'XTRUDED CONDRETE CURB CLASS 3000 - 112' CONCRETE, AC PAVING SURFACE SHALL BE CLEAN AND FREE OF ALL FOREIGN MATERIAL BEFORE APPLYING EPDXY, SURFACE AS PER PLANS ........... .............. ............ .. ... .. .... ........... . . . .... ... ............ ............. ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N w/'7//7//7/7 EXTRUDED CONCRETE CURB DETAIL N.T.S. 8"ROUND GRATE DRAIN -RITE W/ 4 OUTLET CONCRETE PAD SLOPE TO GRATE TRAP PRIMER AND VENTING TO BE PROVIDED 4"PVC FOR DRAIN SYSTEM. REFER TO ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS. TRAP 4 $)PVC C WASTE cT E ATER WXAIAZ AST SERVICE LINE .TRASH ENCLOSURE TRAP DRAIN N.T.S. m .111111 = O.J.191 50 wol -11 z1 DISABLED PARKING DETAIL NTS DISABLED PERSON PAVEMENT MARKING NTS 4" WHITE STR ACCESS AISLE I Er 4" WHITE PAVEMENT STENCIL WHITE BORDER 2' SEE WHEEL S_ DETAIL THIS S 4" WHITE BLUE BACKGROUND VAN ACCESSIBLE DISABLED PARKING DETAIL NTS DISABLED PERSON PAVEMENT MARKING NTS SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION /VHITE STRIPES 4" WHITE PAVEMENT STENCIL WHITE BORDER � o C) P, ��1� m .111111 = O.J.191 50 wol -11 z1 DISABLED PARKING DETAIL NTS DISABLED PERSON PAVEMENT MARKING NTS 4" WHITE STR ACCESS AISLE I Er 4" WHITE PAVEMENT STENCIL WHITE BORDER 2' SEE WHEEL S_ DETAIL THIS S 4" WHITE BLUE BACKGROUND VAN ACCESSIBLE DISABLED PARKING DETAIL NTS DISABLED PERSON PAVEMENT MARKING NTS SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION /VHITE STRIPES 4" WHITE PAVEMENT STENCIL WHITE BORDER .......... � o P, ��1� �O <=> QL) Z kn a .cJ � cf) cd cz� oo mC)C) L0 C*14 0 Z u 0 u C/) > Q0 N > w 04 o .......... � o 0O ��1� �O W QL) � o 0O QL) a .cJ � cz� mC)C) L0 C*14 0 Z u 0 u C/) > Q0 N > w 04 C/) oLo mC)C) L0 C*14 0 Z u 0 u C/) > Z Z w Q > w 04 DONTINUOUS HINGE 1. HEAT 18 PROVIDED ` BY A :80WATT. 120V BAIX ME LOCATION :PHASE HEAT TRACE TAPE. FOR UNHEATED V=10N REPLACE THE PFJ= "H" XiTH AN 2. 'OUR 'INTERNAL 'BRACKETS AND CONCRM ANCHQRS . ARE SUPPLIED WM THE ENCIiitMM (NOT SHOWN) R3 [78] DRAIN PORT S' STANDARD COLOR 13 BEIGE. (OPTIONS AYAILAM (1 CENTEEM SACK END) 4. FOR RECOMMENDED ELM, SIZE ADD 8" [2201 Z TfIENc�.asuRE 5. INTERIOR DUMMONS ARB NOMINAL, 8. OLD PIN: HB1 NOTES TWR1 LED tVuml Pr LED Wall Luminaire 3 Photo control not available with 4000 K. LU cc FEATURES & SPECIFICATIONS INTENDED USE INSTALLATION � ( provide an energy- The TilJR1 LCD combines traditional . oval, pads design with high -output LEDs to prov c g'I Designed for wall mounting above Four feet from ground. Housing is configured for efficient, lcvr maintenance LED wall pack suitable for replacir=g up to 32(i' ivies 4rxtures- The traditional 1 mounting directly over a standard 4" outlet box (b Others') or for surface wvirin via an • of cs s Y 0 r shape helps maintain building aesthetics when replacinq ani a onion of your building'-, wail packs. three convenient 1,12' threaded conduit entry hubs. TWR1 LED is idea's for outdoor applications such a_ carports, loading areas, driveways and LISTINGS parking areas. i UL Listed to ibS.and Canadian safety standards for wet locations- Tested in accordance with LM -79 and LM -80 standards. Introduction Rugged cast-aluin=ant housing :nitfm bronze polyester powder paint for lasting durability. Door I Designcights Consortium,?; {DLC) qualified product. Not all versions of this product may The popular TWR1 luminaire is now available with be DLC. qualified. Please check the DLC Ccuali;;ed Products List at ':�» � � ,,, ,..- � to t•> r,i ; r r iviVC?LT ns ,. l ' :F driver entrance f .x_�rrsa# contar . n.s .tar c, Sealed ihf€tl'm a tlne-pieGe basket t0 intt.,3€t the e�ir.. Le O L z P` for NIVOLT , lireo onl ;for CUnfirn'r Vr'f11Cii YP,iS3vnS: afP, gi3a#it<eU. Note: T�j1�:y i LED # 4c)l�i%::aiii € VJL Qt a only long-lasting, energy-efficient LED technology. Specifications T`0JRt LED 2 and 3 have 10kV protection, Rated for outdoor installations, -40'C mini nurn ambient. l n Featuring a classic dayform, the TWR1 LED offers 12-15/16" OPTICS Five-year €i rmi°ed rranty Full varranty terms located .1* a traditional appearance and is powered by Width- {L87,100,000 hours). Prismatic glass lens designed for superior fighting distribution;, uniformity and i Nssfi : Actual performance may differ as a result of end-user environment aria application. fixture spacing, See Light#ng Facts label and photometry reports for specific fixture perfor anance. All values ar., design or typical values, measured under laboratory conditions at 25'C. T---- � Spec subject to change without notice. advanced LEDs. �r< Height: (22.9zry;•3,�a l The MIR1 LI=D luminaire is powerful yet energy Depth: -112" ; € s - _ ;. efficient, capable of replacing up to a 320W metal 00 ,,) _ halide luminaire while saving up to 80% in energy 11.95 lbs: Weight: ,:;.2Ks; costs. Offering an expected service life of more than 20 years, the TWR1 LED eliminates frequent O lamp and ballast replacements associated with cfl4 traditional technologies. EXAMPLE: TWR1 LED 2 50K MVOLT - e x > TWR1 LED 1' 2, QO:ittinens K Wk MVOLT z (blank) Nocontrols (blank) Dark bronze 2 3,600 lumens 50K 5000 k' PE; IVIVOLl phctocontrol 3 4,900lumens w NOTES 1 Correlated color temperature (CCl"1 shown is nominal per ANSI C78, 377-2008, 2 MVOLT driver operates on any line voltage from 120-277V (5[1164 Hz). 3 Photo control not available with 4000 K. LU cc FEATURES & SPECIFICATIONS INTENDED USE INSTALLATION � ( provide an energy- The TilJR1 LCD combines traditional . oval, pads design with high -output LEDs to prov c g'I Designed for wall mounting above Four feet from ground. Housing is configured for efficient, lcvr maintenance LED wall pack suitable for replacir=g up to 32(i' ivies 4rxtures- The traditional 1 mounting directly over a standard 4" outlet box (b Others') or for surface wvirin via an • of cs s Y 0 r shape helps maintain building aesthetics when replacinq ani a onion of your building'-, wail packs. three convenient 1,12' threaded conduit entry hubs. TWR1 LED is idea's for outdoor applications such a_ carports, loading areas, driveways and LISTINGS parking areas. i UL Listed to ibS.and Canadian safety standards for wet locations- Tested in accordance with LM -79 and LM -80 standards. CONSTRUCTIONIESNA Rugged cast-aluin=ant housing :nitfm bronze polyester powder paint for lasting durability. Door I Designcights Consortium,?; {DLC) qualified product. Not all versions of this product may -> d service. Gastro s are is hinged orrtYFe side so door swings out of t.he way during instar-lation ung e g be DLC. qualified. Please check the DLC Ccuali;;ed Products List at ':�» � � ,,, ,..- � to t•> r,i ; r r iviVC?LT ns ,. l ' :F driver entrance f .x_�rrsa# contar . n.s .tar c, Sealed ihf€tl'm a tlne-pieGe basket t0 intt.,3€t the e�ir.. Le O L z P` for NIVOLT , lireo onl ;for CUnfirn'r Vr'f11Cii YP,iS3vnS: afP, gi3a#it<eU. Note: T�j1�:y i LED # 4c)l�i%::aiii € VJL Qt a only on any line voltage from 120-277'v (50/•601-1z). TivIVR1 LED 1 has bkv surge protection. 12(3V applications: T`0JRt LED 2 and 3 have 10kV protection, Rated for outdoor installations, -40'C mini nurn ambient. l n WARRANTY OPTICS Five-year €i rmi°ed rranty Full varranty terms located .1* High-penormance LEDs maintain up to 87% of light output at 100,000 hours Or service life ; ,i ..- :.,. .` ;_•..... - {L87,100,000 hours). Prismatic glass lens designed for superior fighting distribution;, uniformity and i Nssfi : Actual performance may differ as a result of end-user environment aria application. fixture spacing, See Light#ng Facts label and photometry reports for specific fixture perfor anance. All values ar., design or typical values, measured under laboratory conditions at 25'C. ° Spec subject to change without notice. One L=thontabrvay •Conyers, Georgia 30012 Phcr<e. 800.279.8041 • Fax: 770.918.1209JFA 2013-2015 Acuity 8rarids Lighting, Inc. All tights reserved. 2" WATER SERVICE LINE TO INDIVIDUAL 4.63LOT 'q REDUCED PRESSURE BACKFLOW ASSEMBLY HOT BOX v ri Q. CONCRETE SLAB 4 D PUBLIC UTILITIES EASEMENT o UNE CONNECT TO CONSUMER -SIDE OF WATER METER TAP, WATER SERVICE LINE, WATER METER BOX I METER BOX, AND METER INSTALLED BY S.U.B. 2.31' -1 II HOT BOX/BACKFLOW DETAIL NTS CSX1 j Catalog ■LED Number - LED ,area Luminaire TY(x' 1 fMRv�IY Introduction �w The ContourO Series luminaires offer traditional Specifications _ square dayforms with softened edges for a - -- ----- - versatile look that complements EPA: 0.7 H p man applications. Y PP f• 23-112„ -1 The CSX1 combines the latest in LED technology Length: L --- - - - with the familiar aesthetic of the Contours Series 18-112" for stylish, high-performance illumination that lasts. Width: ,'40, . H It is ideal for replacing traditional metal halide 5-7t8" L— F in area lighting applications with typical energy Height; W — -- — -- Weight 37 lbs savings of 65% and expected service life of over (max): =.aka' 100,000 hours. r E iViPLE; CSK1 LED b{3C 1000 40K T3M MVOLT SPA DD KD C$X1 LEL} 4tC >,� -: � ': ,«a Nom' , y „ '` .✓,,., ✓ v au ., , vim, .. ;, "F � , W.;%/" j? q wi,. w r • , z rs` ° ' ' �r.21 - ���' sSfra s.. E: tSX1 LED 60C L v - TEM Type 11 MVDLT Shipped included Shipped installed DDBXD Dark b. taro LEDs 1000 1C€:lOrnA 50K 5C0 t; P S:uareLaole PER N,sAtarlst€ockreret<.E.€colli fnocontrt,'s D&LXD Black SPA 1 Y. 0 A) T4M Type IV 208' mount n9 DCR Dimmable and cortroliable oda POMP ne DNAXD Natural RPA Round pole controls)' aluminu n TSM lype'd 2401 r mounting DMG u 301 dimming driver (no controls)DtdHXD ' Afl.lteTFTM Forward 277' WBA VY bracket HS Hou -,e -side shield DDBTXD- textured 347 Shipped Separately' SF Sing le fu se ( 120, 27 7; 3 41 V) ' dant bronze 480 SPUMBA Square pole DF Double fuse Q08, 240,480',Y)' DBLBXD rextured utie al DS Dual sovitching <a black n mounting 2ELED Enaergenc LED secondary souse (2 DNATXD 'ie fled acaptor ` modules) tiattery pack i-20'(sn n. operating natural RPUMBA 1?e:, 7d Dole temperature) alurr.Mum unlVersal BL30 Bi -level switched dimming;, DWHGXD exttlretl m ;nting BL50 Bi -level switched dimming, nomin& 50% g"'' white adaptor KMAS DDBXD U /,hast arn: Shipped separately t,1 ,4 VG Vandal guard bracket adap. BS Bird-detenantspikes for ik£ etify iiniSh) ° Template ah Toe G l t5 "tres tlnlgia NCTE5 npydgai 1 c v;, l drllii %m 0it Tit hies . 1 MVOLT driver operates on any iine voltage frorn 120-277V (50/60 Hz). Specify 120, 208, 240 or 277 options only when orderin viol fusing SF, as, ; u, • `i DF options). liAi 9A§ it�'9 villi$ Lth�24AS 2`at °il '! "r`s' 4 2 Also available as a separate accessory; see Accessories information at left, l pl 2'at 180° Oki at 9ti oiijA 3 1.5 G vibration load rating per ANC# C13631. i 4 Requires 'SPA' mounting option. Must be ordered as a separate accessory;. see Accessories information. For use with 2-3;8" mast arm (not Example SEBAQ4 Adi t?,9 f3 _ included). 4 hotoceii-SSLtwist-#ock 120-277Vi': DLL32, F1 .. lU P t E'csf;tthearac.hiaXv.=,..,,,:,�:.ta�r�€raarrksrverff�rirt es, srcrosscriz�c?nu� �Kcapability;� 5 Specifies a ROAMv enabled #uminaire with fl -1(}V dimming DLL347F1.5CULiU Photnceil-SSLtvlst-iock(347V)" rGuvzratPoJs. PER option ravailable uired. of ava.i ab#e Yith 347 r4$ V Add'] hardware and DL480F1.5ULU Photocell-SSLtwist-lock(480V) services required for ROAM@ deployment; call 1-800-442-6745. sc u Shorting cap 31 6 Not availatale w th 347 or 480V. fcrxrerxrningl8?i,o y. SLA DDBXD U Mast arm mounting bracket adaptor 7 Single fuse (SF) requires 12c0, 277 or 347 voltage option, rouble fuse (DF) 'specify ° * requires 208, 24t1 or 480 voltage option. AA _ PUk1BnDDBXDU Round ands care oleurive.sa#mount- Tef19R itpf $ter ° dimming capability `rat two independentdrivers 4 P 8 Provldes 5{)Ia d mm g apab € y v : ing bracket adaptor fspeal finish) each operating half the luminaire. Available with MVOLT and two 5' 9 " CSXiHSU Heuse•sldesAieid (inciudes2 shields) light engines only. N/A with PER, DCR, DMCS or 2EiED. =� : s CSX1VGU Vandal guard accessory 2-3/8" AST20-190 AST20 280 AST20,290 AST214fr320 AST20-390 AST20-490 9 Requires an additional switched line. cSX1BS u Bird -deterrent spikes accessory 2-7/8' AST25-190 AST25-280 AS725-290 AST25-320 AST25-390 AST25-490 10 Dimming driver standard. MVOLT only. Not available :with DCR. 11 Requires luminaire to be specified with PER option. Ordered and shipped FanarecaePwfop;�au„atiP4” AST35-190 AST35-280 AST35-290 AST35-320 AST35-390 AST3a separate as line item. ., . mrd : ,.w,tire. Llr""IVIA one L'€thonia Vday Conyers, Georgia 300112 • Phone: 8100.279.8041 • Fax: 770,918 1209 LlaHrIAVIG 0 2012-2015 Acuity Brands Lighting, Inc. All rights reserved. SITE REVIEW PLAN SET —NOT FOR CONSTRUCTION FE a z CID � W P � <:4 LU cc 4: D FE D N P7 O O n N U-) O cfl4 x > U Z W w rJ Q U - a IIATnI I f VI[`T1A11', nnAnr \\41\ ///>1A . //° •• 4,!� r A. X � "z 1.0 MATCH EXISTING GRADE 1-1/2" CLEAN ROUND ROCK STORM PLANTER SECTION A -A DETAIL NTS �— LANDSCAPE RETAINING WALL CAP ---------------------------------- N Oz „ 18 GROWING 3.0 MEDIUM �y77 �>r� /� Ox�� IMPORTED SOIL ; MEDIA ; k-� LANDSCAPE BLOCK RETAINING WALL LANDSCAPE BLOCK RFTAINING WAI I `— ROCK CHAMBER FULLY ENCLOSED IN FILTER FABRIC BOTTOM (FL) OF PLANTER (ZONE A)=478.00 0.25' Its �T 4 4" SOCK WRAPPED PERF PIPE11.0 =..A 25.5' CONNECT TO DRAINAGE 1-1/2" CLEAN CHAMBER W/ PUMP ROUND ROCK STORM PLANTER SECTION B -B DETAIL NTS NOTES: 1. STORM PLANTER TO BE LANDSCAPED PER DESIGN ON SHEET LA -1.0. 2. LANDSCAPE BLOCK DESIGN TO BE SPECIFIED DURING BUILDING PERMIT PROCESS. SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION PAVING PER PLAN ROCK CHAMBER FULLY - ENCLOSED IN FILTER FABRIC C�nl In I In DRAINAGE CHAMBER W/PUMP �1 NTS PAVING PER PLAN 1.00 6.50 5.50 ATE ELECTRICAL SERVICE BOX IN LENT PLANTER COORDINATE _ECTRICIAN. SEE ELECTRICAL PLAN POWER AND WIRING DETAIL TO D PIPE FL $0, GRAVITY TE CONNECTION 'VC SWING CHECK VALVE 4L PORTION OF PIPE TO ;KFLOW OF STORMWATER ' PVC PRESSURE NE TIE INTO GRAVITY PE IN STRUCTURE %TERPROOF BOX FOR ELECTRICAL )NDUIT ROUTE CABLE TO JRFACE MOUNTED JUNCTION BOX 2" PVC UNION LIBERTY PUMPS LE71 A2-2 SERIES 3/4 HP SUBMERSIBLE SEWAGE PUMP W/2" DISCHARGE AND 25' CORD OR EQUIVALENT INSTALL LIBERTY GR 22 SERIES DISCHARGE GUIDE RAIL SYSTEM W/2" DISCHARGE OR EQUIVALENT NOTE: 1. PLACE SPS20 SUBMERSIBLE PUMP SCREEN OR EQUIVALENT AROUND PUMP m 476.50 75.50 FLOGARD TM FILTER INSERT ( MODEL FGP— 2'4F) WOVEN MESH FILTER BODY NOTES: 1. ONLY INSTALL FLODGARD FILTER INSERTS IN CATCH BASINS NOT ROUTED TO STORM PLANTER. --,2. BOX FABRICATED FROM 10 GA. MATERIAL NEOPRENE GASKET (TWO SIDES) DUCTILE IRON SOLID LI]D 8c DUCTILE IRON GRATE BIKE PROOF, HEAVY DUTY 'TRAFFIC GRATE SUPPORTS AASHTO H25 LOADS 4W1 f REPLACEABLE I ABSORBENT SIDE VIEW POUCHES ISOMETRIC SEDIMENT & HYDROCARBONS FILTRATION SYSTEM STATE APPROVED — ASPHALT DIPPED 4"x4-2" — "0 OUTLET SAND COLLECTOR CATCH BASIN DWG # PROD. MAN. DOUG R DWN. PAUL G SCALE NONE Gibson Steel Resins SINCE 2972 DATE JAN. 23, 06 MODEL: SCBF1 D-42HB-6 F5 . 247 Washirig:ton St. Eu.gen.e, Or. 97401 ph: (549). 687 8672 fax 344-0207 29" FiI I , W i I BIKE PROOF, HEAVY • O I I DUTY TRAFFIC GRATE v con "V C!1 I i SUPPORTS AASHTO 0 _I H25 LOADS �O W I I I GRATING ;..4w� z�, NOTES: M M 24" SQUARE OUTLET 0 N BOX FABRICATED FROM .� 10 GA. MATERIAL 0 0 PLAN VIEW OUTLET L22x2x q z U o a 16 w z Q FRAME O SQUARE 29" S _ Q � c2 0 0 (4) 10 WEEP HOLES — LOCATED 0 IN 6" FROM TOP ct2 SEDIMENT TRAP W/ HINGED LID 24" SQUARE ISOMETRIC SECTION SIDE VIEW STATE APPROVED — ASPHALT DIPPED 24" SQUARE - 4"0 OR 8"0 OR 8"0 OUTLET STORM WATER CATCH BASIN DWG # PROJ. MAN. DOUG P. DWN. - PAUL G. SCALE NONE �� Gibson Steel Basins SINCE 2972 DATE: JAN. 23, 06 MODEL: MPCB10-42H8-4&6&8-4WH 247 Washington St. Eugene, Or. 97401 ph: (541) 687 — 8672 fax: 344-0207 FLOGARD TM FILTER INSERT ( MODEL FGP— 2'4F) WOVEN MESH FILTER BODY NOTES: 1. ONLY INSTALL FLODGARD FILTER INSERTS IN CATCH BASINS NOT ROUTED TO STORM PLANTER. --,2. BOX FABRICATED FROM 10 GA. MATERIAL NEOPRENE GASKET (TWO SIDES) DUCTILE IRON SOLID LI]D 8c DUCTILE IRON GRATE BIKE PROOF, HEAVY DUTY 'TRAFFIC GRATE SUPPORTS AASHTO H25 LOADS 4W1 f REPLACEABLE I ABSORBENT SIDE VIEW POUCHES ISOMETRIC SEDIMENT & HYDROCARBONS FILTRATION SYSTEM STATE APPROVED — ASPHALT DIPPED 4"x4-2" — "0 OUTLET SAND COLLECTOR CATCH BASIN DWG # PROD. MAN. DOUG R DWN. PAUL G SCALE NONE Gibson Steel Resins SINCE 2972 DATE JAN. 23, 06 MODEL: SCBF1 D-42HB-6 F5 . 247 Washirig:ton St. Eu.gen.e, Or. 97401 ph: (549). 687 8672 fax 344-0207 f o W • O N v con "V C!1 0 O O �O W � M ;..4w� z�, caw M M m 0 N �Px 0. � .� M iJ� 0 0 q z U o a w> ¢ � w z Q z Q O �g f o � M O N 0 �lcS1 �O W f o � M O � O 0 M M m 0 N 11 ; o 0 0 q z U o a w> ¢ � z Q z Q pa w w > f M 0 M M m 0 N 11 ; o 0 0 N w Q z U o a w> ¢ � z Q z Q pa w w > PLANT LIST (FOR PARKING STRIPS) SYMBOL QTY. BOTANICAL NAME SIZE SPACING TREES COMMON NAME C 9 Rhamnus purshiona 1.5" Cal. As Shown Cascara FC 3 ! Prunus yedoensis 2" Cal. As Shown Flowering Cherry SYMBOL QTY. BOTANICAL NAME SIZE SPACING SHRUBS COMMON NAME KD 17 Cornus sericea 1 Gal. As Shown Kelsey Dogwood DUG 24 Mahonia nervosa 1 Gal. As Shown Dull Oregon Grape PLANT LIST (FOR SCREENING TREES) INTERVALS SYMBOL QTY. BOTANICAL NAME SIZE SPACING TREES COMMON NAME CL 4 Umbellularia colifornica 32" Cal. 20' California Laurel SYMBOL QTY. BOTANICAL NAME SIZE SPACING SHRUBS COMMON NAME KID 6 Cornus sericea 1 Gal. 10' 24 Kelsey Dogwood Q--) DUG 6 Mahonia nervosa 1 Gal. 8' N Dull Oregon Grape ct SHRUBS ON THE NORTH AND SOUTH SIDE OF STORM PLANTER BEGIN 5 FT IN AND PLACED EVERY 10 FT SHRUBS ON THE WEST AND EAST SIDE OF STORM PLANTER BEGIN 4 FT IN AND PLACED EVERY 8 FT. SITE LAWN PLANTING SCALE: 1 "=30' NOTES: 1. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WILL BE DESIGNED AND INSTALLED BY A LICENSED CONTRACTOR IN ALL LAWN, SHRUB BEDS AND STORMWATER FILTERS. STORMWATER FACILITY SHOULD BE ZONED SEPARATELY SO THAT ONCE PLANTS ARE ESTABLISHED WATER CAN BE APPLIED INFREQUENTLY. 2. ANY PLANT SUBSTITUTIONS SHALL BE APPROVED BY OWNER AND MEET REQUIREMENTS OF CITY OF SPRINGFIELD CODE 3. PURCHASE HEALTHY MATERIAL AT MINIMUM SIZES INDICATED ON PLAN. 4. PLACEMENT OF SHRUBS AND TREES SHOULD MATCH DESIGN AS CLOSELY AS POSSIBLE. MINOR ADJUSTMENTS IN PLANT SPACING ARE ACCEPTABLE. 5. PLANT QUANTITY SHOULD BE BASED ON PLANTING PLAN, NOT PLANT LIST. 6. DESIGNER IS NOT RESPONSIBLE FOR PLANT FAILURE. 7. THE SWALE SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO DISCHARGE TO THE PUBLIC STORM DRAIN SYSTEM. IF THIS CONDITION CANNOT BE MET, THEN THE OWNER SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO CITY OF SPRINGFIELD EROSION SPECIALISTS. 8. ALL LANDSCAPE AREAS ON OUTSKIRTS OF PROPERTY PROPOSED TO BE LAWN (---- SF). 9. STORMWATER PLANTER TO BE TOPPED WITH 2" ROCK MULCH 10. STORMWATER PLANTER SHALL BE FULLY VEGETATED WITH ALL VEGETATION SPECIES ESTABLISHED PRIOR TO FINAL APPROVAL OF THE FINAL SITE INSPECTION. IF CONDITION CANNOT BE MET, THE APPLICANT SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROL/WATER QUALITY MEASURES ACCEPTABLE TO THE DEVELOPMENT & PUBLIC WORKS DEPARTMENT. THE INTERIM EROSION CONTROL SHALL BE IN ADDITION TO THE REQUIRED PLANTINGS FOR THE SITE. PLANT LIST (FOR RAIN GARDEN) SYMBOL QTY. BOTANICAL NAME SIZE SPACING GROUNDCOVER COMMON NAME SS 200 Carex obnupta 1 Gal 2' Slough sedge GR 200 Juncus patens 1 Gal 2' Grooved Rush OER TABLE ABOVE 400 TOTAL RAIN GARDEN GROUNDCOVER. PLANT 1 GAL POTS AT 24" INTERVALS THROUGHOUT THE RAIN GARDEN. PLANTING BEGIN 6" FROM EDGE OF PLANTER. � 4 l R i V v v v v v v v v vv V v v v v a V v v v v v v v v v v v v v v v V -v V- V v V -V v V -V V- V v V -V v V v v v v v v v v v v v v v v v v V V�v V V'V V, V V V�v V V `V V V IV VVOV&VVV.VVVOV.VvV.VC i v v v v v v v v v v v v v v v v v v®v�vVvvv-v®v-vVv1Vv-c.°- VVVVVVVVVVVVVVVVV 44 VVVVVVVVVVVVVVVVc vV&VVV-VV-VVV-VVV—VV-Vv VVVVVVVVVVVVVVVV� ..V` 'VV V Vhv,7 VV'VV V V�v V V �vVV�v ovoo.VVV.VVVVV.c e vvvvvvvvvvvvvvvvv , Nu STORMWATER PLANTER PLANTING PLAN SCALE: 1 "=10' SITE REVIEW PLAN SET -NOT FOR CONSTRUCTION N V) o O cy:) z co W W P �-+ o � °` � O W N V) o � O � O 0 bn 24 0 Q--) N L ct � N 0V) Lr) `h N N V) 0 N L 0V) Lr) N x Q W Q a U w w C/) Q Q N V) JA 0GOVEFlfR5T FLOOR PLAN 1 4l. # 45CALE: 3/16ia It -011 12 to: THE DOCUMENT AND THE IDEAS AND DESIGN$ INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND 16 NOT TO 5E USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF: ROOD HANSEN, ARCHITECT, LLC L 0 C W LL 0 C" < > FIR6T TITLE: FLOOR PLAN J050: 14]a.11302020.54 PRAWN JeD 5y: A A A A ISSUE 00-00-0000 -Ar-ALE: 0/0"=o' -o" EAU 5UILDING 1 0 12' + 0 1 0 11 --1-----'-1-'--1---------- F.F-E GELEVATION V 121 %cALE-. 311ro"" a V o" W IT.O.P. T-0 A A6.1 &. THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HERE IN ARE THE PROPERTY or - ROOD , ARCHITECT, LLC, AND IS NOT TO 5E USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF RODD HANSEN, ARCHITECT, LLC —j L Uj LL EM i r :3 to 0- UT u'j EXTERIOR TITLE: ELEVATIONS J05'0.- 1410.11302020.54 DRAWN J51D A A A Al -- ISSUE 00-00-0000 DATE: SCALE: 0/0 o' - 0 PFrArita" W\W-I-A ( ELEVATION5 - ------- --- ------- ............. .................. - ' , D%CALr=: 3/i'° - v-011 V 12Iry EA LEVATION�� 6 E09 ........... ....... .. .. . . . ............. - ON 41 so 121 Irv, SCALE: 3/16 " 01 -011 ......... . ..... F - F - E�0 r— It to (P W v cj 0 ci EXTERIOR TITLE: ELEVATION6 J050:141&,11302020.54' DRAWN 5y: A ISSUE 00-00-0000 DATE: EA- '�� 5UILDING 1 THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC W LL L ,:3 U :3 a 0 lu OL IL lU EAU I GELEVATION SCALE: 3/16"" = 1'-0" 142 W '000- @S -lm 01011 Nowl9h, MMM d @ ELEVATION FB-�.4 P�A LEM ID of V 1&1 24' SCALE. --1/5" a V-0" ELEVATION . ......... . ... . .............. C_-__ 1%CALE: 311ro"" - V THE DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF RODD HANSEN, ARCHITECT, LLC, AND IS NOT TO 5E USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC 0 c 0 c LLJ LL. <> :3 64 Q) Q) :3 W OL u- M EXTERIOR TITLE: ELEVATION6 J050-.1415.11302020,51 DRAWN JeD 5y: A A A A ISSUE DATE: 00-00-000# SCALE: 3/16"=V-011 M402, 5UILIDING 2 J 3 £ F i uga�..' mac:. .: ;:cc:, ..:v;:.::.:.r.W.:.:-.-.c ^;,-..:.:c.,...::w - ------------- . ..... c a^ µms;^: G%c,4L=.. 1 3/16" = 1'-0" s 12 ib 5 1 M� F�k ieel%CALE.- 3/16" = P-0" s 12' 161 Ong H%o' ON,"Alk 01-011 F.F.E r b - Nr N (P WW_ ei0 Q CA �I +- to Z � QL EA- 5UILIDING 3 JfL 12'-0" D ,4&.1 G 46.1 i Of now IN 11 ELEVATION5 it-Oil(D%cALr=. 3/i&'� a 1?' = T.O.F. F.F.E.. DI SCALE: 3/16" 1'-0° s iZ 16 THE DOC I- ENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN ARE THE PROPERTY OF ROOD HANSEN, ARCHITECT, LLC, AND IS NOT TO SE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF ROOD HANSEN, ARCHITECT, LLC " �6 L e:3 U V' r— N v Qj Q) x M 0- t- LU r�