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HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/20/2014P.POLE NO.95024 17-03-15-40 TL No. 1100 12'W lew LG ........... [_ < G SWOONSwi MENNEN 8Ti1 SAN sT>t SAN SAN SAN STww ST STM — — _ _— __—Vi_ -Deadmond Ferry 4,Z COUNTY RD. NO. 90 � GUY GUY NORTH LINE Wm. STEVENS 7'"W Z ANCHOR.\:_:::: M ANCHOR w - - - - -- - -- _ _ �� - -- . D.L.C. NO 46. 40 ow ----'�"O1 N" 'X�— • . ;i'•s''::• :i• 'i• ': .i'' ::' '.a •` ::' '::• `moi` •'i• . - t N 6'00' E 275.81'\PIEPLE • 4 ° �•� NO, 95014 ;•= 0 LE 18," OAK ° cq No �Oz3. SCALE I" 30' PopWW NO. 02088' INLET LIGHT 18" CMP O IS 30 60 '' • POLE 1 L= 426.1 NO* 1109 4 3 3 CONTOUR INTERVAL I FOOT J.12" MAPLE ` ELEVATIONS SHOWN HEREON ARE BASED ON A CITY OF SPRINGFIELD �.:. BENCHMARK DESCRIBED AS AN X ON THE SOUTH BOLT OF THE TOP 41:00OF A FIRE HYDRANT OPPOSITE HSE. NO. 3405 BALDY VIEW LANE. W t ST ,¢► 17-03-15-40 ELEV. 437.20 DATUM: CITY OF SPRINGFIELD 1929 TL No. 250 • 3535 GAME FARM RD. SPRINGFIELD, OR. 97477 2 YR. TIME OF TRAVEL ' ZONING: LDR' ayp �, •+: 4G• � LEGEND O�p4 • �k�aa� 4 • t ZONE k t AREA, 92,576 S . FT• " 8 U ARY .........�.........*.� . «...... 6kg �c� fl 2 X42' D. FIR *ip * �.n000p . s rriw�rrrn • . . "Om" ► * war w * *mamma * "now 4 PROPERTY CORNER �Q`�• TRAVEL * ,�.....• A 1k� TIME OF sumpow • TRAFFIC CONTROL SIGN �� `� ► ::.* �' , '153 .."••m * ,,....w. * mumom., ..�.�.�.*� ..�.��» R * ,.. 17w03-15-40 ' :•. ----M- ....'*' * """ N TL No. 2400 43® EXIS?INC GROUND CONTOUR � f : ± ''.. ,*....• • .�'' * 5 YR. TIME OF TRAVEL 12" CEOAR EXISTING CURB & GUTTER' BIRCH ---- SAN-- -- EXISTING SANITARY SEWER ' _STM------- EXISTING STORM SEWER EXISTING SANITARY SEWER MANHOLE • `. GARAGE EXISTING CLEANOUT •. EXISTING STORMWATER MANHOLE17-03-15-40 �%8* BIRCH EXISTING CATCH BASIN ', TL No. 2300 RESIDENCE �j EXISTING CURB INLET ,� o I WATER METER¢, WATER VALVE F FIRE HYDRANT GAS VALVE - POWER POLE Q JUNCTION BOX UTILITY VAULT --- EXISTING STREET LIGHT C" EXISTING OVERHEAD TELECOMMUNICATIONS Off EXISTING OVERHEAD POWER F.O. EXISTING FIBER OPTIC FM EXISTING PRESSURE SEWER PIPE W EXISTING WATER MAIN G EXISTING NATURAL GAS EXISTING FENCE LINE AC. PAVING GRAVEL SURFACE CONCRETE SURFACE Fap ¢ 8"-I0' ORNAMENTAL CHERRY STREET TREE �• 4 UNLESS OTHERWISE NOTED f ° t CONIFEROUS TREE SIZE AND SPECIES AS NOTED ° FILBERT CLUSTER 4° • 24' APPLE .'.w.. "'.....r., P.POLE Q NO. 95025011"N ff .GUYeQ COTTONWOOD r 0 ANCHOR 4 a c ,% a •¢ a 235.01' LULUS p POND a . t �,- 4 •: d W.S. 420.3 ' " 12 .. SEE • 12 ' • % �¢ NOTE C` j24 ASH ASH � o 9 {D>±A8} • a FILBERT ORCHARD . COTTONWOOD . 26" t 8" ` , SASH ♦ ASH •` ° 'C7 ° v COTTONWOOD^ASH •• . , " - , •R ;•: • �� ° � 12" A N • ; ASHD *" ,, �10*,i -. a `~ ```-,,. "' " ASH (DEAD, 9 SEE a COTTONWOOD ��. •` NOTE B �' r .,....• �s" ASH i`'t'i• '.' 't, 0 1n a� " °p •*� "q . "js s °� $yt aY ASH 101 101" •::.'-• :;: • ° pd a a o ° a a a a `^` 8, ASH ASH 14" HAWTHORN ASH LOCUST '. ::::.. .:• 17.03-22 TL No. 400 r ;':, • : ; (VACANT NOT ADDRESSED) aO" •r t `, ' tG• ZONING. MDR COTTONWOOD c • yP�' 43 AREA: 40,054 SQ. FT. 26 COTTONWOOD 1 •� I w+ aw w ar wr wr ww .wr .w wu w+ rw .wr ww s.r ... ... w.r .r+ 9 d wr wr wr w wr .r w wr w.e " t ©� •a 20" APPLE , . P ° t 24 ° be ► 4 32" APPLE COTTONWOOD � � 16" '• n SEE 17-03-15-40 b _��_ NOTE A � � � •,,,,.,� � COTTONWOOD • TL No. 3100 "' • ,' 16 to 17.03 22 • . , .. •..:�, , , •^•. i COTTONWOOD ao„TL No. 500 " ,•::.,...,...,.; . " 60 • •': ' •': 3521 GAME FARM RD. COTTONWOOD SEPTIC SPRINGFIELD, OR. 97477 D. FIR �'1 ? • �; :'' '� {..Nk ....,.. AREAQN3N694 ��,FT�.�4-..,,,�E---•�'-• � 3 � " sO' F� �'�� " 24 ti, �� S•I .•; • •s:: drainf Ield(?)I HO1•LY D. FIR Do FIR ,•"""'"'• l , RESILl,ENL� • �a}rw.1w.. •. w...... r• . ADDITIONAL COURSES �' � : •�; HOLLY ••. • „� :: •�;`• • •. .., HOLLY HOLLY -,„..,., .�; .•• ; ••" ::'• ' ::' : WELL 101« A.L. DELTA • • ; : ; > • . 14" SEGMENT BEARING DIST. RAD. ._ :. HousE U. 5" MAPLE •*. • t. • ! 435 HOLLY ' �` ` — SEPTIC `" TANK N320I0I8 W 11.27 TANGENT _. � ;.. �` _...............:,,.._......_.,....:.........»...»,..,- ..._.........___...__� .... a..._ _..._......_... _..._ ......_........_ .,..... t ----- ------ ._.._..� . , --OHP P.POLE d elnfl'lG?�. Do FIR 201" SPRUCE � > � l ' .•• GUY �'`- .... �„•.----•COVERED N 10047-28sW 74.45 273.00 74•fi8 15040'25'"" ANCHOR - ~ CARPORT N 43031'00' E> 29.00 20.00 32.44 92056'32' � '•' r' P.POLE • , . •_ ...a .. , ■i ice.-... ' N 89°59'I6' E 27.00`. -•-•- ------ N0. 91155 __ �o� "`.'- .�:''' :: ''•• ':' TANGENT l - ��•°' 17-03-22 TL N�o. b 0 0 RESIDENCE N 00000 '44 W 9.48 ----- ---- TANGENTrF `O o`� RESIDENCE 3491 GAME FARM RD. SPRINGFIELD OR. 97447 5' MAPLE ZONING: MDR v 4 0 AREA: 22426 SQ.FT• 44"o AK Ao �' ;.• 6 CEDAR N 23°05'26" W ` ` • ' ` :�' ►: 12.03' • :.CL .:, ; oo L22.4.87.63 P•C• ST . Y, , , . • , • , ; , . '. • , , . ; �•- : --; , . ,, -T. •� > , ;..; . ,.,, ` . • , • ..+�. , • • , • . • : r • ' ` ; , .. , • ' , • ` ; . • • `• • i 'g9'8',54" • E ` . , • • ' ' ' 338'4' ' ', • . ' . ' to PATH LTTE NO. 2805 q ¢ F-• 00 CVs {+� C) - -sT. LITE m C3 C23 I- ? o._• i S A•C. p `'' VARIABLE WIDTH >- o w o `'-..E a s ot� .'�Ty �" `•,, PUBLIC DRAINAGE -----�-,,,�. `<a 'rxce =ww .n ~,�.,, '`., EASEMENT n v ------------ ne—_, > 0 -R .,.. _..,.�.. TRAFFIC � SIGNAL POLE 4,. LITE `..-.,.. 's'`';�•.;.'�•.;;.•; �'� NO,2629 VICINITY MAP NO SCALE I I RIV'ERBEND, PHASE II 17-03-22 TL No. 4200 Lim W M Z NOV Z 0 2014 Pul REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 13. 1984 JONATHAN A. OAKES 2105 EXPIRES: DECEMBER 31. 2014 REVISIONS REV. I DATE I --I NOTE . A. DRIVEWAY EASEMENT IN FAVOR OF TAX LOT NO. 600 GRANTED BY AN z INSTRUMENT RECORDED MAY 12, 2005 RECEP. NO. 2005-034568 LANE COUNTY OREGON OFFICIAL RECORDS. B. 5.0 FOOT EASEMENT IN FAVOR OF THE SPRINGFIELD UTILITY BOARD <h FOR ELECTRIC TRANSMISSION AND DISTRIBUTION LINES AND OTHER Fm TELECOMMUNICATION FACILITIES AND THEIR RELATED APPURTENANCES OG GRANTED BY AN INSTRUMENT RECORDED APRIL 8, 1991 RECEP. NO. 9115838 z LANE COUNTY OREGON DEED RECORDS. 0 C. 5,0 FOOT GUY AND ANCHOR EASEMENT IN FAVOR OF THE SPRINGFIELD L1i UTILITY BOARD GRANTED BY AN- INSTRUMENT NOVEMBER 3, 1993 j w Name RECEP. NO. 9371060 LANE COUNTY OREGON DEED RECORDS. LOT 10 0 RVERBEND, PHASE II .j 17-03-15-40 TL No. 3700 300 Z COTTONWOOD 4� o N 00'0714" W a o 55.67 o%0 I COTTONWOOD �. � X l < < 00 z AQ "°c cy row 0-4 Ci U. w en Q Lu �<C C" U. � p •� }/ ww�1 0 mZ ui 30' M Cn W Z COTTONWOOD 0t 0 w Cti 1 cn w Da, cn W 48' COTTONWOOD .I i ` J 36" 1.rM/ COTTONWOOD uj a � 25.0' PUBLIC 00 DRAINAGE p EASEMENT 0 Z i LOT 11 I I RIV'ERBEND, PHASE II 17-03-22 TL No. 4200 Lim W M Z NOV Z 0 2014 Pul REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 13. 1984 JONATHAN A. OAKES 2105 EXPIRES: DECEMBER 31. 2014 REVISIONS REV. I DATE I --I PROJECT NO. x•293 DRAWN BY: NP"F/JA0 CHECKED BY: JAO CADD DRAWING: 4293TOP4.GCD z >pm <h � C) C) Fm F -m OG C) Ln c��t z mwmmm 0 0 z L1i N. j w Name C � u 0 C .j < z W Z cn o%0 I �. � X l < < 00 z AQ "°c cy row 0-4 Ci U. w en Q Lu �<C C" U. � p •� }/ ww�1 0 mZ ui ew M Cn W Z 0t 0 LIJ N cn w Da, cn W cn a • i ` J LLJ 1.rM/ PROJECT NO. x•293 DRAWN BY: NP"F/JA0 CHECKED BY: JAO CADD DRAWING: 4293TOP4.GCD SHEET NO. OF z z N Olt �. ZLO �[?► A N 00 z AQ 0-4 Ci ZL91 pq pq. z 1� z 44 W 1.rM/ SHEET NO. OF I A t14 L 22+87.63 P -IC 25.0' PUB IC ;H EN DRAINAGE BE -RED EASEMENT Michigan 1VIDE 'NO PARKING. Arizona LAN T" MARKINGS. Of H SIDS PER 201 Missouri INGFI L.D' FIRE COD .3 & SFC APPENDIX 3.6 ;H EN LOSURE TO BE -RED AND HAVE A Michigan )R DR AIN Arizona 3EL. G N ER ATOR Utah SCRE N WALL. -- Missouri `LOSU 'E SHALL DESK I '7" It f A i ED TO A 111%1P PROPOSED ALZHEIMER FACILITY PROPOSED BUILDING SQUARE FOOTAGE = 36,396 S.F. OCCUPANT USE 1--2 BUILDING TYPE {AZA} BUILDING HEIGHT: 27'-6" BUILDING SETBACKS:FRONT--15', REAR -20% SIDE -5' FLOOR AREA RATIO SQ FT OF BUILDING = 36,396 SQ FT OF LOT = 1001618 36396/100,618 = 36% LOT COVERAGE 24 PRIVATE UNITS 8 JACK&JILL SEMIPRIVATE UNITS 20 SEMIPRIVATE UNITS 52 TOTAL UNITS 72 TOTAL BEDS PARKING 1 STALL PER 4 BEDS (72 beds) = 18 1 SPACE FOR EACH EMPLOYEE = 19 TOTAL REQUIRED PARKING = 37 38 OFF STREET PARKING STALLS PROVIDED 2 ACCESSIBLE STALLS REQUIRED 2 ACCESSIBLE STALLS PROVIDED {1 VAN ACCESSIBLE} 1 LOADING AREAS AS SHOWN 1 PER 10 EMP, = 2 BICYCLE PARKING REQUIRED 3 BICYCLE PARKING PROVIDED OPEN SPACE CALCULATION SQ FT OF LOT = 100,618 PROPOSED BUILDING 36,396 SF - 36% OF PARCEL DRIVEWAY & PARKING: 23,801 SF SIDEWALKS & COURTYARD CONCRETE: 9,939 SF REMAINDER OF LOT OPEN SPACE/ LANDSCAPED: 30,482 SF RESIDENTIAL OPEN SPACE: 40% • INTERIOR COURTYARD AREA = 7,352 S.F. LEGEND MAGNETIC LOCKS TIED TO THE FIRE ALARM SYSTEM & KEYPAD. LOCKS SHALL UNLOCK UPON ACTIVATION OF THE FIRE ALARM OR LOSS OF POWER. • ♦ s • PROPOSED ADA PATH OF TRAVEL ;0011. LYLE A. BREMMEYER VANCOUVER, WASH. 0 F } t 001.._R.�.. �~TLLJ 1�...../�) (fir/1 # E ` ^u r . € , • ` . LLj 00 / \ C) / 'f SY ` y, .�,� � '-� < •,_ _L_Lj CD Ida _.¢ f CDr�—� h , x F f 'WCS ^._.I �---- r``kf; `�C�raTatv�i{':+ t nt#n4Btvd=a' t= a u 'Y >—' LJ CD VICINITY MAP9-117 N4 SCALE NOM NOTE: TRANSIT SITE ON INTERNATIONAL WAY EAST 0 10 20 40 60 IS LOCATED EPROX. 1,990 FEET AWAY TRANSIT SITE AT EMX STATION AT RIVERBEND PAVILLIQN IS LOCATED EPROX, 2,440 FEET AWA 1 "-- 20' 1ate Received, NOV 2 o 2014 NOTE: THIS BUILDING MEETS THE REQUIRED SOLAR SETBACK Original Submittal. ARCH IT'ECTURAL. SERVICES Lyle Andrew Bremmeyer, Architect 7600 N.E. 41st Street, Suite #330 Vancouver, Washington 98662 (360) 89219090 FAX' {360} 892-2146 A,ndyB@WedgwoodServices,com STATES LICENSED.- ICENSED:Washington Washington Wyoming Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia. Missouri Idaho Illinois LJB DESIGNS, LLC 11 I Market Street N.E., Suite 200 Olympia, Wasington 98501 {360} 867-1945 E-mail: LJBDesigns@Comeast.net PROPOSED SPRINGFIELD MEMORY CARE SPRINGFIELD, OREGON SCALE: AS SHOWN DATE OF ISSUE: 11--5-14 DESIGN DOCUMENTS APPROVAL APPROVAL PERMIT DOCUMENTS SID DOCUMENTS CONTRACT DOC, REVISIONS DATE SUBJECT Q 0 SITE FLAN SHEET N0. A1.0 PROJECT N0. ■ CLASS 'A' LAMINATED COMP, SHINGLES METAL GUTTER ON 2"x8" CEDAR FASCIA - TYP. LEMMI r:. ..r t , 0'-V rn P D. r D.S. HARDIE PLANK LAP SIDING ABLE DORMER CONT. RIDGE VENT (TYP.) _-- - D.S. P—TAC UNIT TO MATCH BACKGROUND COLOR CLASSIC USED BRICK W/ MORTAR WASH OR EQUAL TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS (VERIFY) CLASS 'A' LAMINATED COMP. SHINGLES T.O.P. 10'-0" A.F.F. T.O.P. 8'-1 3%4" A.F.F. D.S. GRADE ALMOND VINYL WINDOW W INSUL. CLEAR GLASS & ULUONS ROUGH -OPENING TO BE WRAPPED 4 SIDES. SEE DETAIL ON SHEET A90.2 - HARDIE PLANK CLASS 'A' 5/4 x2 TRIM ON 122SHINGLE SIDING [-GABLE DORMER LAMINCOMP. SHINGLES- 54TED 'x9.25" HARDIE BARGE BD. 6� CONT. RIDGE- VENT (TYP.) . i U ! { i! Ilil(IIINIII!(IIIIf11Ell..: MEN. ... et)lkt�l I�I�I1�illtlfXl�I�It�11fY9J�.i�11�{ � kt� iI�tMMil�.it�lili/�l l�t�l�f�t�.f�t�l))it� .�.EN. �=ti . rug >r� ■M ils ■ss■ ■s■ _ moon sssiis ! ss■ -- ■ss Nunn � ■sss , �Uiw�. � _� - ��- �`�4s� _�=� -�- �_ ��-� - s ■sss ■s■ ss■ '. sssss ■s■ - -�.....�...�.�.., , - # ### E# t t ## kUtt U#U # t i#i#i ! � � � �.�_ � �:a--- ■r■ sss■ l�ssl� ,tr wai � wr tr�rrrorror � `'i � w . .�-� FIs son ar rr - L = = � L �■ ■1■ sss ... sss sss,rNwr. s1■ ■ss ■�rrunnrwrrtr sss ■s■ i �ss■ ■s■ = ■1■ ■ is � sss sss � ss■ sss �.,IN ss 11 � �� ® 1 ®.. � ci !�! s!! �� :I °!! °,.!° °!! °!! , s!! !!,°��°!>tr� !!! ss! �s�! !!s is rrMr'r t rWIIIrtIrlrYMrltMrlllt t: �.....,. ..,s:::... ""' or�.an�u �-.rrlilritriis w�i�rr..rttri D.S.Emir r r D.S.D.S. CEDAR5/4 is x4 CORNER • IM SEE DETAIL : : A60 FRONT Fx I ^^k 1r n'nnr^ i rr-x'r t-n.,m A SCALE: 3%32„ = l'—O" INSUL - SKYI iGHT D.S. D.S. CLASSIC USED BRICK W/ MORTAR WASH OR EQUAL TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS (VERIFY) P—TAC UNIT TO MATCH SOLDIER COURSE BACKGROUND COLOR AT AREAS WSTONE OR BRICK SIDING -5/4 11 x2 TRIM ON 5/4"x9.25" HARDIE BARGE BD. GRADE-/HARDIE PLANK CLASSIC USED BRICK W/ MORTAR WASH OR EQUAL. P --TAC UNIT TO MATCH HARDIE PLANK- LAP SIDING MORTAR WASH OR EQUAL TO BE INSTALLED PER BACKGROUND COLOR ALMOND VINYL. WINDOW W/ TO BE INSTALLED PER LAP SIDING MANUFACTURER'S INSUL.. CLEAR GLASS & MU,LLIONS MANUFACTURER'S RECOMMENDATIONS ...(VERIFY) , ROUGH --OPENING TO BE RECOMMENDATIONS (VERIFY) WRAPPED 4 SIDES. SEE DETAIL ON SHEET A10.2 LEFT ELEVATION SCALE: 1/8 RIGHT SIDE THE SAME BUT OPPISITE HAND CLASS 'A' LAMINATED COMP. SHINGLES HARDIE PLANK SHINGLE SIDING CONT. RIDGE VENT (TYP.) LLI METAL. GUTTER ON 2"x8" CEDAR FASCIA -- TYP. - T.O.P. 10'-0 A.F.F..--. �..�..... LYLE A. BREMMEYER VANCOUVER, WASH. OF D.S. D.S. D.S. HARDIE PLANK LAP SIDING 4— } DGWOOD ARCHITECTURAL SERVICES Lyle Andrew Bremmeyer, Architect 760.0 N.E. 41st. Street, Suite #334 Vancouver, Washington 98662 (360) 892-9094 FAX (360) 892-2146 AndyB@WedgwoodServices.com. CLASS 'A' LAMINATED COMP. SHINGLES D.S. CLASSIC USED BRICK W/ T.O.P. 13'_2" A.F.F.01L -BRICK COLUMN '..:. 11i'�� 1111 111111111®111 �[ �IIMI _ 1`I�1i1i�111�ii�1 - Date - .. ■....� ■e■ ■M■ . ' lli � lll�1 I I ®11■ ■E■ I Nun fir■ � � �1�I�1 Dill ■o■ ■�■ NEON ■moi' NEON I ■OEN : i ■�i� i ■NN■ ■.��-:.-i ■o■ ■11■ ..... �111��1m 0 ■o■ 1�I�Ii ■E■ ■o■ I�I�t11�1M ����� ■O■ ■t■ � MOWN NONE ; ; NEON NONE s�w�r �.�.�.� % rss�r i =' �� s.�a.� 1iI 111�I�11�1111I�111 11i1��11� 11iI�1�1 �NOV s=.�:- ■r#...■� s#� ""�'" � ���w��e �� � �"� � � � �'� � �i N � �r■r .:,. 20 2014 MENNENMEN r■� (r,�rly�11111 ! iyyl�l 1i 1lilfiit[1�Ii� �rr� ■i 1 •� ■j7#�ij-�wurwrrrrr���I.s.111 '� ... -.- MEN 11 Il�.rtrrij ..11�(11ii 1Irr[[11 r.. ,rwr�.r w ssn .r+..n.rr.e#wr ■ BRICK GRADE CLASSIC, USED,W/ QUAL P -TAC UNIT TO MATCH MORTAR WASH 'OR EHARDIE PLANKT# 9,: HARDIE PLANK HARDIE PLANK BACKGROUND COLOR ALMOND VINYL WINDOW W/, STATES LICENSED: Washington Wyoming: Oregon New Mexico Michigan Texas Colorado Arizona Florida Nevada Utah Montana Georgia Missouri. Idaho Illinois LJB DESIGNS, LLC 111 Market Street N.E., Suite 200 Olympia, Wasington 98501 (360) 867-1945 E-mail: LTBDesigns@a Comeast:net PROPOSED SPRINGFIELD MEMORY CARE SPRINGFIELD, OREGON SCALE; AS SHOWN DATE OF ISSUE: 11-5-14 REVISIONS DATE SUBJECT Q L� Q ELEVATIONS EXTERIOR " —"> " — LAN SIUING —' SHINGLt 51UING—� INSUL CLEAR GLASS. & MULLIONS ver aiuuv� — MANUFACTURERS ROUGH -OPENING TO BE �1 � j��- D(� a% SHEET No. RECOMMENDATIONS (VERIFY). COURTYARD ELEVATION- SEE DETDAIL4 SIDES. ON SHEET A10.2 iiI� �Z�L 5�' rA600 SCALE: 1/8"=1'-0" PROJECT N0: V •_... rORRI Ir;ATFI) hAFTAI nFrK .. 1 7 ��tED .ARCM LYLE A. BREMMEYER VANCOUVER, WASH. �4 of HIS ELEVATION Al Wo MAX, VERIFY W/ SITE SEE GATE POST DETAIL CORRUGATED METAL DECK GATES TO OPEN 120(TYP.) SLOPE TYP.} SITE PLAN BOLLARD 1 /2"Ox8" BARREL FOOTING AND ... ' .-`°° .:..V ..� .. (0j------------------- ----�-o CONSTRUCTION Q s�,� REINFORCING PER STRUCT. (TYP.) JOINTrT� BOLT LOCK' {UNE GATE} ii ii ii 3 FOOTING DETAIL A TO BE INSTALLED BETWEEN 3x4 x1 A- METAL ANGLE A�-1 SCALE: 3 4" = 1'-O"A1.1 , _____ A11 34" AND 48" ABOVE FINISH FRAME { } SIDES EA. GATE/ NOTE. ❑ fEll GROUND VERIFY CURB DETAILS AREA DRAIN W--- -- - RAISE BOTTOM OF GATE W/ CIVIL AND CITYGRIME INTERCPTO TQ CLEAR SIDE CURB, A JAMB D ETA I STANDARD DETAILS 2 (Till BUT NOT MORE THAN 3 A1.1 SCALE: 3/4 INTEGRAL,. CONC, CURB A1.1 3' MIN. ti�` ______________ _-- ,�,4____�_______-____ _______ �,, AT IT CLOSED POSITION i CONTROL JOINT 1 " RADIUS CONTROL JOIN CLEAR :'" ! I {TAPER SIDE CURB IF ;- ��. ;-; r- ,♦. ,: - ;-, �" RADIUS NECESSARY} (TYl.} „ PAVEMENT DIMENSIONS ' EXTRUDED CURB W PAVEMENT DIMENSIONS 4" CONC. CURB EDGE 6" SPHALT PAVING SEE 6 TOPSOIL z ; ; -=:, ; ; I -♦ ; I 1 RADIUS BOTH SIDES ii CIVIL PLANS 4 CONC. CURB EDGE 6 MIN. ♦ 3' MIN• i i i si i� REFER TO THIS POINT 1 RADIUS BOTH SIDES REFER TO THIS POINT ,., = 2x2 x3 --4 MIN, 6 TOPSOIL if a d . AT PLANTER x CLEAR FOOTING N ------------- - `� DEEP C STEEL POSTS AT PLANTER PAVEMENT ELEVATIONS MIN. 6 TOPSOIL PAVEMENT ELEVATIONS ------------<. w __= TYP , ii „ r. REFER TO THIS POINT AT PLANTER SLOPE 2 ,... POSTS 3 DEEP REFER TO THIS POINT a oog.�o a Q ^ �, SLOPE 2 EXTEND �-- -.�- ` TO DRAIN -,,O --,T- --- ,�, INTO CONC. FOOTING �- PARKING LOT SURFACE t TO DR ___-� :'' TO DRAIN PARKING LOT SURFACE , ' -' ' '; T - ' ► t '`-_, .._ _-- ----- cL. AS SPECIFIED \ \ t-� _ W , ;�-�� ,� Ll I LIF , -- AS SPECIFIED i - - , H c - , o ca o NOTE: /\\ji \�/\\'/ 4ii CRUSHED AGG. ` -; ;; t--, I ; =! Ili COMPACTED ii 4 Q cn �-. 4 4 4 '\�/' •Q «�° ,�//\// �_ SUBGRADE {95%} NOTE: A1.1 SCALE: 3/4" = 1'=O- ALL 8' CMU a"4^ ALL CURBING TO BE AREA DRAIN TO 3 BLOCK ZSAFETY POST (4 TYP.) 4 CONC. C DETAIL 2000 PSI 2$ DAY PCC. SOILDER COURSE CONNECT TO A1.1 4' DIA. STEEL- PIPE A1.1 SCALE: 3/4" = 1'-0° PROVIDE EXPANSION BRICK CAP SANITARY SEWER SET 2'- IN GROUND. JOINTS @ 20' O.C. FILLED WITH GROUT BRICK VENEER AND CROWN TOP +:,,• A�L I CELLS UT �MECH. UNIT PLAN VIEW - DUMPSTER",ENCLOSURE A1.1 SCALE: 1/4" = 1'-0" WHITE SYMBOL I 2 NOTE, CORRUGATED METAL DECK CD INSTALL PER MANUFACTURES INSTRUCTIONS, w O r .Arizona 24" Lo 30" 3O„ 24ii OVER METAL FRAMING "-- I VAN ACCESSIBLE CORRUGATED METAL DECK 1/811 ALUM. SITE SURFACE Yz"x 1YY' DIE FORMED b 00 1 A STAINLESS STEEL U OR PARKING SIGN OVER METAL FRAMING FOOTING AND DATE OF 80" ABOVE GRADE. 6"x6"x516ifS;L. TUBE EMBED ED 36 REINFORCING PER STRUCTURAL ISSUE: 11-5----14 _- 6 x 6 x 5/16 STL. B GENERATOR SCREEN WALE. SECTION TRASH ENCLOSURE FINISHES: A1.1APPROVAL SCALE. 3/4 = 1 —0 --=---- ===---=-------==-- ==- --�� POST INTO FOOTING - PAINT INSIDE TUBE EMBEDDED 36" ALL EXPOSED PAINTED TO MATCH METAL TO BE BUILDING CORRUGATED METAL EPDXY PAINT INTO FOOTING GATE {BOX RIB} " (0 lilt A rl- Vw CLASSIC USED BRICK ,- �- SL)PE 2 18 GA. PAINTED METAL GATE {BOX RIB} W MORTAR / . - TO DRAIN SIDEWALK LINE WASH. ,_ ♦: r+ ' * CLASSIC USED BRICK 1t ' 7" SLAB & FOOTING PER STRUCTURAL PER �� *� �, SAFETY POST {4 TYP,} ; ^: W/ MORTAR WASH ! o ;, ! 42" CORRUGATED STEEL GATES CLASSIC USED BRICK W/ MORTAR WASH ------ ' 4" OR 6" DIA. STEEL PIPE- SET 2 '- IN GROUND. r ► :` Sim. 3 o.H. ~�' ____________________�____________ ' ,_6 FILLED WITH GROUT A�•1 SIDE ELEVATION AND CROWN TOP FOOTING AND NOTE: OTHER SIDE SIMILAR 8" x 8" x 16" CMU REINFORCING EXCEPT NO GATE �� WALL W DUR-O--WALL10 �ECOND FRONT ELEVATION ZS,ECTION PER STRUCTURAL8x8 ii "x16 ii EVERY COURSE: 00 DUMPSTEROJI ENCLOI CMU WALL LANDSCAPING M 2 CONC. CURB A1.1 SCALE: 1 /4 = 1- 20 GAUGE CORRUGATED 1 1 /2"x1 1 /2"x3/16" METAL 6"x6"x5/16" STEEL ii ii CLASSIC VERIFY W/ SITE METAL GATE {BOX RIB} ANGLE DIAGONAL BRACE TUBE W/ 4x4 x1/411USED �-==I SITE PLAN ,, 1 /2 x30 CAP PLATE EMBEDDED 36"' INTO FOOTING BRICK W/ ==1 TOP OF NC. AT GATE LINE PROVIDE STOP & LATCH —DRILL HOLE IN PAVING CANE BOLT ONE . GATE MORTAR WASH AND PERIMETER OF THE EN OSED AREA BEA TO SUCURE GATES IN 1 /2 "x 10" STOCK; � .. •` NOTE: PLACE „TO , 4 , MAX. 6 , HIGHER THAN HINGE ON EXT. URROUNDING FINISH GRADE OPEN AND CLOSED POSITIONS (TYP-) CONI. FASTENER SIDE OF POST WHEN POSTS APPROACHES MUST MEET BOLLARD IS NOT PROVIDED CONC. CURB 20 GAU E 3} PAIR MCKINNEY 483781 LE HINGES `+ • - •_... rORRI Ir;ATFI) hAFTAI nFrK .. 1 7 ��tED .ARCM LYLE A. BREMMEYER VANCOUVER, WASH. �4 of HIS ELEVATION Al Wo MAX, VERIFY W/ SITE SEE GATE POST DETAIL CORRUGATED METAL DECK GATES TO OPEN 120(TYP.) SLOPE TYP.} SITE PLAN BOLLARD 1 /2"Ox8" BARREL FOOTING AND ... ' .-`°° .:..V ..� .. (0j------------------- ----�-o CONSTRUCTION Q s�,� REINFORCING PER STRUCT. (TYP.) JOINTrT� BOLT LOCK' {UNE GATE} ii ii ii 3 FOOTING DETAIL A TO BE INSTALLED BETWEEN 3x4 x1 A- METAL ANGLE A�-1 SCALE: 3 4" = 1'-O"A1.1 , _____ A11 34" AND 48" ABOVE FINISH FRAME { } SIDES EA. GATE/ NOTE. ❑ fEll GROUND VERIFY CURB DETAILS AREA DRAIN W--- -- - RAISE BOTTOM OF GATE W/ CIVIL AND CITYGRIME INTERCPTO TQ CLEAR SIDE CURB, A JAMB D ETA I STANDARD DETAILS 2 (Till BUT NOT MORE THAN 3 A1.1 SCALE: 3/4 INTEGRAL,. CONC, CURB A1.1 3' MIN. ti�` ______________ _-- ,�,4____�_______-____ _______ �,, AT IT CLOSED POSITION i CONTROL JOINT 1 " RADIUS CONTROL JOIN CLEAR :'" ! I {TAPER SIDE CURB IF ;- ��. ;-; r- ,♦. ,: - ;-, �" RADIUS NECESSARY} (TYl.} „ PAVEMENT DIMENSIONS ' EXTRUDED CURB W PAVEMENT DIMENSIONS 4" CONC. CURB EDGE 6" SPHALT PAVING SEE 6 TOPSOIL z ; ; -=:, ; ; I -♦ ; I 1 RADIUS BOTH SIDES ii CIVIL PLANS 4 CONC. CURB EDGE 6 MIN. ♦ 3' MIN• i i i si i� REFER TO THIS POINT 1 RADIUS BOTH SIDES REFER TO THIS POINT ,., = 2x2 x3 --4 MIN, 6 TOPSOIL if a d . AT PLANTER x CLEAR FOOTING N ------------- - `� DEEP C STEEL POSTS AT PLANTER PAVEMENT ELEVATIONS MIN. 6 TOPSOIL PAVEMENT ELEVATIONS ------------<. w __= TYP , ii „ r. REFER TO THIS POINT AT PLANTER SLOPE 2 ,... POSTS 3 DEEP REFER TO THIS POINT a oog.�o a Q ^ �, SLOPE 2 EXTEND �-- -.�- ` TO DRAIN -,,O --,T- --- ,�, INTO CONC. FOOTING �- PARKING LOT SURFACE t TO DR ___-� :'' TO DRAIN PARKING LOT SURFACE , ' -' ' '; T - ' ► t '`-_, .._ _-- ----- cL. AS SPECIFIED \ \ t-� _ W , ;�-�� ,� Ll I LIF , -- AS SPECIFIED i - - , H c - , o ca o NOTE: /\\ji \�/\\'/ 4ii CRUSHED AGG. ` -; ;; t--, I ; =! Ili COMPACTED ii 4 Q cn �-. 4 4 4 '\�/' •Q «�° ,�//\// �_ SUBGRADE {95%} NOTE: A1.1 SCALE: 3/4" = 1'=O- ALL 8' CMU a"4^ ALL CURBING TO BE AREA DRAIN TO 3 BLOCK ZSAFETY POST (4 TYP.) 4 CONC. C DETAIL 2000 PSI 2$ DAY PCC. SOILDER COURSE CONNECT TO A1.1 4' DIA. STEEL- PIPE A1.1 SCALE: 3/4" = 1'-0° PROVIDE EXPANSION BRICK CAP SANITARY SEWER SET 2'- IN GROUND. JOINTS @ 20' O.C. FILLED WITH GROUT BRICK VENEER AND CROWN TOP +:,,• A�L I CELLS UT �MECH. UNIT PLAN VIEW - DUMPSTER",ENCLOSURE A1.1 SCALE: 1/4" = 1'-0" WHITE SYMBOL I 2 NOTE, MIA. CD INSTALL PER MANUFACTURES INSTRUCTIONS, w O r .Arizona 24" Lo 30" 3O„ 24ii cv I I VAN ACCESSIBLE HARD 1/811 ALUM. SITE SURFACE Yz"x 1YY' DIE FORMED b 00 1 A STAINLESS STEEL U OR PARKING SIGN STYLE BICYCLE RACK 1' PLAN �—r-- Y2"x 3}'2" DIE FORMED STAINLESS STEEL U HARD/ STYLE BICYCLE RACK ii PAINTED SHERWIN WILLIAMS SURFACE 25 1 ! 2 SW6145 "THATCH BROWN" MTL ANCHORS e � I ITI I I--.-.-.III7 I I I L A a 4 { A �t 4 6"0 CONIC FTG SECTION4' a Ay r��BIKE RACK �-OSCALE: N.T.S. BLUE � N BACKGROUND - I> _ tHIK4GAi�a12GUM'AGtU SCALE: 3/4 FOR FOUNDATION & SUBGRADE (95%) CONC. 00 CaT #4 BARS CONTINUOUS WALK EF. 6 2)rc� CURB/WDAI� if 1'-0' OP420' Mie. BOTTOM Q NOTE: � 3'-0" L PER CITY OF FORT- WORTH STANDARD DETAIL `o rf"'I'llitiACCESSIBLE SYMBOL W -V SCALE: N.T.S. 1'--0" MIN. .� WALL W UR--O--WALL 'p" WELD 3/16"STL. PLATE Ta EVERY EC ND COURSE. _1_ �: TOP OF 2"T.S. AS WEATHER LANDSCAPE M !;W - x2" CLOSURE. GRIND WELDS SMOOTH, ® ..:... : _.: •.... .. AS REQ'D FOR FLUSH. FINISH. . - --. �- --� WELD 3/16" STL. PLATE TO , A TaP OF 2x2 T S AS WEATHER 12 x 18 SIGN WITH INTERNATIONAL SYMBOL Washington MIA. OFACCESS. New Mexico Michigan i O r .Arizona 170" SQ-. MCN. V//.,. //w r rA PER 12" x 4" SIGN WITH Georgia Missouri VAN ACCESSIBLE lois 1/811 ALUM. SITE g.. 00 1 A MACADAMIA OR PARKING SIGN tfLE FOOTING AND .� WALL W UR--O--WALL 'p" WELD 3/16"STL. PLATE Ta EVERY EC ND COURSE. _1_ �: TOP OF 2"T.S. AS WEATHER LANDSCAPE M !;W - x2" CLOSURE. GRIND WELDS SMOOTH, ® ..:... : _.: •.... .. AS REQ'D FOR FLUSH. FINISH. . - --. �- --� WELD 3/16" STL. PLATE TO , A TaP OF 2x2 T S AS WEATHER 12 x 18 SIGN WITH INTERNATIONAL SYMBOL Washington Wyoming OFACCESS. New Mexico Michigan ,iABOVE GRADE. 80 Colorado .Arizona 170" SQ-. MCN. Nevada Utah 12" x 4" SIGN WITH Georgia Missouri VAN ACCESSIBLE lois 1/811 ALUM. 9 f� �f 6. 9 f_oll VAN ACCESSIBLE ,, 2" x 2" T.S. SIGN ARCHITECTURAL SERVICES Lyle Andrew Bremmeyer, Architect 7600 N.E. 41st Street, Suite #330 Vancouver, Washington 98662 (360) 892-9090 FAX (360) 892--2146 AndyB@WedgwoodServices.com STATES LICENSED: Washington Wyoming Oregon. New Mexico Michigan Texas Colorado .Arizona Florida Nevada Utah Montana Georgia Missouri Idaho lois LJB DESIGNS, LLC 11.1 Market Street N.E., Suite 200 Olympia, Wasington 98501 (360) 867-1945 E-mail: LJBDesigns@Comcast.net CLOSURE. GRIND WELDS SMOG H, --_ :::} ',, ,:• •;ar 4 CON SLAB AS REQ D FOR FLUSH FINISH. —� '! •f• ,: ':� I---..:., SLOPE AWAY SPRINGFIELD, OREGON .-`.:,•� . FROM BLDG. 1/811 ALUM. SITE g.. SCALE: AS SHOWN ENTRY SIGN ACCESSIBLE OR PARKING SIGN _ .: • . :. • ' ` ! , : ` t'"::�: ':•� 'i, -. FOOTING AND DATE OF 80" ABOVE GRADE. '�: . : °' r _� •' • •• •' • �•• `` REINFORCING PER STRUCTURAL ISSUE: 11-5----14 B GENERATOR SCREEN WALE. SECTION DESIGN DOCUMENTS APPROVAL 2"0 GALVANIZED A1.1APPROVAL SCALE. 3/4 = 1 —0 TUBE STEAL POST POST. SET IN 12" PERMIT DOCUMENTS MINIUM CNC. FOOTING TUBE TO BE HOT DIP O MINIUM FINE $0.00GALVANIZED. CLEAN,BID DOCUMENTS TUBE TO BE HOT DIP FINE $�50"0CLASSIC USED, BRICK ACID ETCH, PRIME AND CONTRACT DOC. GALVANIZED. CLEAN, /W/ MORTAR WASH w ACID ETCH, PRIME 'AND w » » PAINT AE1.1 °° �:° ° • OVER CMU BLOCK REVISIONS A1.1 C� p C7 Q A !. , PAINT <c ..... _ - 4; • ' • :� . ' • : a WALL TO BE AS DATE SUBJECT CONC. CURB Q.. 4 $. Q ; I �' B" CONCRETE WALK CONCRETE WALK HIGH AS MECH. UNIT WHERE OCCURS WHERE OCCURS NOTE °�" 4 PROVIDE OVERFLOW M SOIL LEVEL IN SOIL. LEVEL IN _< GENERATOR TO BE • DRAINAGE ON, BACK SIDE L, PLANTING AREA M •-, PLANTING AREA �� }i 10i-0" MIN. AWAY 4 .. 4 SECTION B -- 8 i7 i CURB RAMP FROM COMBUSTIBLES 11— ' i �- SECTION A - A • -" KB oo0 o•o0oaao0 po0 ooo .. , , c.��-I- ,-i I --{EI I1S—� 1I 1=1I1I- 1=iIIII -ceI1=-IIII11 _ c•!!!!!! �'_• r!!i ad.•a'4� �_ • .I II-=�1--IWiL-1-I--1-1I.=—=I1_1II I.I1II1�!1.11I'� := I "`�I I I;, I_II I(_=ItIIf�I_IlI !I ' .aa ;,�+► °. I T` °Q � A1 R 0 o o aoono14 41 rb!'PRi 41— 6" 01 .0 SITE DETAILS 12� CONCRETE FOOTING a =MI ` °1SOLID METAL GATES 4" CONC. SLAB TO BE AS HIGH AS SLOPE TO GATES 14. MECH. UNIT. °:I 4 ! ,NO11a1-6-1-120 CONCRETEFOOTING '! . ° SHEET ENCLOSURE SHALL BE NO. 12 ACCESSIBLE NOTE: .- --D •a , a a�, DESIGNED TO CONTAIN PARKING SIGNSI I! i �= �Il;,I I I--!' 1{i i �1.1.1TI I II �1.I 1;,111. FOOTING AND ALL SPILLED OR LEAKED REINFORCINGSIGN P�ST � ETAI L PER STRUCTURAL PLAN VIEW FUEL WITHIN THE ENCLOSURE. A 1 �► 1 r,6��ACCESSIBLE PD ETAIL ACCESSIBLE PARKING SIGN (VAN SITE. ENTRY QR ACCESSIBLE PARKING SIGNPROJECT NO•, 12 S �.IV�N . � } fii _ii 13 GENERATOR SCREEN WALL LS A1.0 SCALE. 1/8 ----{} A1.1 SCALE: 1 1 /2 -- 1 -�O A1.1 SCALE: 1 1 /2 - 1 -0 06-96 1:o SCALE: 1 /4 1 ---a Original U t sl GG�{ G G G 12'W G f a s�►a Ww---- SAN SAN WW` "`SAH ST ST sTu •�Now STM ' ST sou \--D eadmond Ferry Rd. Ww ' 3 COUNTY RD. N J. 90 �.� U � •.t GUY NORTHSIN$ 'Wm. STEVENS b ANCHOR ANCHOR NO 460 '•ti . # cn 275+81' Q .... �... OLE SCALE 1" 39 P.POLE M • NO. 95014 Na. 95024[]D 6 P. OLE :: 95023 NO �© W . , , P.POLE O 115 30 60 NO. 02088 t • INLET LIGHT 18" CMP POE FL -426.1 •:: Na: 1109 433 • ADDITIONAL COURSES $�'� •° ' SEGMENT BEARING DIST. RAD. A.L. DELTA • 2 YR. TIME OF TRAVEL • �,,, N 32°1018 W 11:27 ----- •- -• TANGENT • Q,4•�` p ® N 1004728' W 74.45'' 273,00' 74.68' 15040'25" * *' 1� "1k ' ZONE B U ARY N 43031'00` E 29:00' 20,00' 32.44' 9256'32' .:. N 89°59'116" E 27.00' ___ ------ TANGENT . A kA� o� IME OF T' R AV EL ,.,.,.,,..► ....�.�► �, �,� �•' T� ,�,,........► . ""'.'', N 00°00'44 W 9.48 ' __...._ __ - TANGENT worm Vlk- F Z777 � o : + ...*,,,,, • "".`_ 5 YR, TIME OF TRAVEL _ o NOTES 1. THE PROPOSED GRADING PLAN WILL GENERATE APPROXIMATELY 3500 O.Y. OF CUT AND 4500 C.Y. OF FILL, LEGEND Cl Q PROPERTY CORNER �' ••,.• •g ► TRAFFIC CONTROL SIGN ..... «.► .. �.{ .... WETLAND BOUNDARY 430 PROPOSED GROUND CONTOUR , 434 EXISTING GROUND CONTOUR • •:, t EXISTING CURB &GUTTER '� � • ', No. 95026 959 S.F. . • :; . RAIN 'GARDEN+ j GUY432 ---____sAN.,A .... EXISTING SANITARY SEWER ANCHOR / + ` RAINGARDEN SURFACE 430.20 3 .. t S 89059'16" W. 235.01 --STM-- EXISTING STORM SEWER •, 432.50 ,. . 433.20 .,, 432:10 w EXISTING SANITARYARY SEWER MANHOLEHOLE o EXISTING CLEANOUT �► , 4 33.60 '` , �► 432.78 C 432:20 432:21 3 7i 431.80 c 3.80 4 ! 4 32.02 431.52 �. 1 . ; � 431.30 pQ; Ltj L N 433AO Q U z �1 6 Z 432<66 ♦ , N - 00°07'14" W 43!60 . POND 43a:6a Tw WAt;L 55.07' • W.S. 420.0WITH, 432,16 RAILING 425.2 Bw 432.90 ST} EXISTING STORMWATER MANHOLE .:� *,� -- �' ' • `� �� X31.93 ••� 432.20 430:10 433.10 40.60 �w a; ;, 422.0 BW --- SAN ---- PROPOSED SANITARY SEWER s , ..,. �,; 432.53 9y �,• '.:, 12" SrM 431.60 432.42 • ' `'`` X , • 0 3 '53 433.03 -•--- STM •--- PROPOSED STORM SEWER 434.00 433.5 4 2. 433.03 0; 431:sz---:.,, a Q --... 429.S ew FA ♦;::.. •: - . •:: � <,,� 433.75 � ''.'".,, �.`...':�,� 32:26. �,;.....,... PROPOSED SANITARY SEWER MANHOLE ,► `: - - 0•. 4 .,.,.: ..'•• ' • ' '`•• ' 112• . -�..,, �, 432.x6 - 432.00 Tw • .:. .:' ;.. Q s 434 25 517 S.F. 433.35 433.22 srM : ► :. ,. , . r• ► ... - ;L .' 433.85 432,85 �.• 3 433.60' 431.51 S PROPOSED Sl'ORMWATER MANHOLE ; • .'. RAIN GARDEN 432.85 433.10 .. 432.7210 43 .35 . , • . • � .433.x- TW. � SURFACE 431.0 5 432.16 ': • ... • 434.35 • 3 ► ` 2.8 ►2 CLEAN OUT ., .., .....,..• . • • a � PROPOSED .. ,- : `�•• : ; t+w,�..., •. • , 433.6 .' ; • - b ,• DW •433.x2 • •, ., •.•. ✓.• 434<aa ••:; ,, � ►�• .•:; •' .433.10 '' •' • •:'• SIN •.;.:.: 433.60 2.5 .PROPOSED CATCH BA �"" • • 8 '• • t BW .. .. 4 w r�� _ •: '433.75 ..... ,... ..., .,, , �.. • • ` :. •..•••.• :.••• • 433.60 ..: , g ; • ;10.51 M 6 STM , . . , . 6 STM .,•_:.. ;, .425.0 EXISTING CATCH BASIN - ♦• : , • . , • _ , • .:, w •• 433.x. TW 433 •.,� �; :.; - �,��' OS�Q 2184 S.F. ; RISER ................,.... . • •. • : • : • •' 432,00 432.50 TW EXISTING CURB INLET • e o e�; RAIN GARDEN ROOM , 9 • SURFACE 431.0 Q AN WATER METER �9 , : ' 433:0 ' % 4' SAH 4' s + 432.56 A WATER VALVE 433:a TW Q . ; ,... 435.0 TW t •: 433.06 FIRE HYDRANT y , ♦ WALL 6, „ ; : �� ~'`� • ` RAILING GAS VALVE WITH .� N 4 PEDESTRIAN WALK SIGNAL CONTROLLER �' �sao a en< TRAFFIC SIGNAL POLE 25.0' PUBLIC POWER POLEQ -,�\ a. •; a~,,,at. '' 433 TW «�.,R.'f•;''•`*.;,`+s•.+j•+..+,...+, ,:..,. ` °0 DRAINAGE C) t: •EASEMENT'+o j 4i ` o JUNCTION BOX ,4350..Tw 433.0 BW : : , •: .' �. t.. t t i f UTILITY VAULT 6' SAN` w F.F.E. . y 434.00 fGr.....Jl . • > 33. r• Csis . t , , * : •. 4'. •:'. ". S STREET LIGHT t EXITING6 STS! .= , EXISTING' OVERHEAD TELECOMMUNICATIONS ! . , OHP EXISTING OVERHEAD POWER ow 43 ,Y _ .. - 436,0 TW '433.$5 `.' 433.35 EXISTING FIBER OPTIC 4,x TW F.O. - A • ' - 43 FM EXISTING PRESSURE SEWER PIPE � F.F.E. �c P.POLE 429.0 BW W EXISTING WATER FAIN �' . , * NO. 9115; ••• �- � 3 SAN r". � `•: �' � c'dn Vi � �. •� 433:25 cs; G_ EXISTING NATURAL GAS 437.00 Tw EXISTING FENCE LINE TFC' ., ; : 4' SAN...- -.. 1 !! .• ••+• +, 433.0 4 SAN 4 SAN .• '♦ WALL ..., BW > WITH o _DW- PROPOSED' DOMESTIC WATER LINE :. � � •; { RAILING Q j •, : •.; , N 23°05'26 W • Z I •--- PROPOSED FIRE WATER LINE j , �, t , { -, a STr� 8 sT�1 433.00 SURFACE - • ► 33 43 :2 BW . CONCRETE S 4 AO 433 . •. , 433.0 BW ` , N 89°59'02 E / 0 �� •�38.74 3 PROPOSED RETAINING WALL ... . ► i w _ ♦ : PATH LITE 43$ �I <x0 Tw 438.00 Tw 436:00 Tw 434.00 Tw -,... '"'-< NO. 2805 ' 434.00 NOV 2 0 2014 ST, -NO 253 Oi 1 Submittal -----------East le It 11 n e ..................r 1 w JR. ST TRAFF C ,`.. SIGNAL POLE ST, LITE `-, 4 `►`f` •',:, ':• • ,•'.• 4 NO, 2629 INGINBBRZNG dk ' SURYBYIN'G INC. ?A NOX six, �utaam OR win GIN t72= EXPIRES: 12"-311-2014 REVISIONS 2 i 3 f 4 5 GRADING . PLAN DATE NOVEMBER 06, 2014 FILE Na. 4298C-2 DWN BY. JAO C-2 ...................................... .......................................................................................... ....... ........................... .......... ........ ............. .................. ................................................... ................. .................. ................................. C c `o pQ; Ltj L N Q z .... Z #-+ Uj V <C C, U. C4 t Z x .Q Uj U 04 < L. cv ■*■ M . c 0 Uj W Z Ln z !• jcn Q. .�• z 0 *w Y +i LLL .-: a� w c+n � 'Q GRADING . PLAN DATE NOVEMBER 06, 2014 FILE Na. 4298C-2 DWN BY. JAO C-2 ...................................... .......................................................................................... ....... ........................... .......... ........ ............. .................. ................................................... ................. .................. ................................. � iz•w � G _ � �z•w c iw Fm SANWW SAN SAN WW SAN - ST ST �`� - :ar STATSTIP ST _ MDead ond- fer'r _ Rd. tz'w C C U N T Y R D N O. 9 0 iP GUY ``'- -.. GUY 2 � ' • c; ANCHOR ANCHOR NORTH LINE Wm. STEVENS , 31 D.L.C, NO 46. �----- `n- _oHp • h• •,, . t , ' _, "OLE P•POLE \J� NO. 95014 N0. 95024 P.POLE WW ., : 0 N4. 95023 P.POLE .....•--" ° -. :•;� , N0. 02088 i LET 1 LIGHT 1W, CMP POLE Fi.=428.1 NO. 1109 433 6� INA 2 YR. TIME OF TRAVEL SCALE 1" = 30' 0 15 30 60 ADDITIONAL COURSES SEGMENT BEARING DIST. RAD. A.L. DELTA ZONE 8 UN ARY Q N 32°IO'I8 w I1♦27' __ _____ TANGENT h . oww"M • 47'28' W 45' R x Nx ` ,� ......�. ....... _ 273.00 74.68 15 40 25 2�'0 ..� wwo 74 • k'�a' , Ol TRAVEL. ,,,,...�..• Q A 2"I �3 TIME „ „�,.,, ...••» N 43 3100 E 29.00 20.04 32.44 92056121 � A5 we ...•+► '� :.; . Rt, ,,, , ..M•+� • .+"'' J N 89'D59'16' E 27.00 ----- ------ TANGENT \ N 40°00'44 W 9.48' TANGENT o ` ; 4 ,, ,,,,,r,. • �'• 5 YR. TIME OF TRAVEL °yam � .;• (4 w tosr - f' 10 \ ; O LEGEND �� nyeww. va� 4 PROPERTY CORNER •'' `-•--•-----. *COP. TRAFFIC CONTROL SIGN am am wo am am wo as WETLAND BOUNDARY \ P. OLE �a►rr� ,; NO 5502a OVERFLOW •...,.....•�---... ® ;, 959 S.F. RIM=430.80 430 PROPOSED GROUND CONTOUR • •.•�Gff RAIN GARDEN 4=428.04\ ANCHOR 43 43 EXISTING GROUND CONTOUR RANG I ARDEN SURFA _ CE 430.20' . \ S 89'59'16 YV 235.41' EXISTING CURB I GUTTER .. .; ♦ POND WA�♦ N 00°07'14" w iG�` ` /' •� w. LK , W.S. 420.0 ---SAN 55.67 -•-----SAN-- -- EXISTING SANITARY SEWER ' p RAILING STM EXISTING STORM SEWER gyp► ,r� ` : ;; PROPOSED ..STORM � � CULVERT , ••�`► . ' v► 14WATER MANHOLE •�,� OUTL T EXISTING SANITARY SEWER MANHOLE '� P+ " •! ` :• EXTENSION FL- 427.6 .� FL- 421.0 t2' STS{ �`". *» ...�..,, .. F 423.5 EXISTING tXt •....: , ••. '� v • • .•, • • � •`';: .:, a�.\ :`. �. PROPOSED '~^-.,. �,•�...�- A CULVERT . ... , � �, .:, •;.::, DB. ;CHK; 'VALVE`''--•-"..:,,.,--.�„--.•"�.,,�„�,,, •....,..- INLET EXISTING $TORMWATER MANHOLE ;,.._:� : R =. �../ _ L„ . , ASSEMBLY .; F 423.0 • t : •:'; fi �- s °:'',R 1517 S.F.. t2• s ---- SMI -------- PROPOSED SANITARY SEWER �: : ` A RAIN GARDEN PRQPOSED ,,.. ..; HPDR T .SURFACE 43 wr.r wwww,•w tr•j`:a, • L • •r,� .s..l:..` • `• • .+ STM PROPOSED STORM SEWER ': � ' : • � •�y..-----Fw � , - • ` Q PROPOSED SANITARY SEWER MANHOLE \ � FL-431.60 /��( • •_ - 14 $'STM , 6'STM + S PROPOSED STORMWATER MANHOLE •• :.;: , ; .,. , . FL3 25 i'', 6 STM •,. • •• •. ,f •• . • ,J ` a � , . , . ,_: , . . > ,•, � � ::•, .:•, ' " � TREATMENT •:; -. '�\ Qos��.• 2184 S.F. BSER INLET OVERFLOW �-�- , .' :: • • •. • ------ FMLAN425 5 PROPOSED CLEAN. OUT � : • ., . •r; ; �o � . � • ROOM RAIN GARDEN INLET FL•431.1 RIM=431.76 PROPOSED CATCH BASIN SURFACE 431.0 ;. FL=428.04 FL -431.60 , FL=433.0 FLw430.00 `n•�y �' SAN Now 4' SAN ' • a; EXISTING CATCH BASIN o F1. 431.45 ' EXISTING CURB INLET s ; ' WALT. WITH RAILING WATER METER ' J' ` • 8 V. WATER VALVE•`j� • • ' I INLET , FIRE HYDRANT FL 432.00 ,� :RIM=432.0 ' - 25.0' PUBLIC •�` �• ;'�FL 432.00 FL 432.00 .,--*�~=431.4., : J t . • . J -. • ;, ... • ;. • . • FL 432.00 00 DRAINAGE GAS VALVE .5 �, ,`�' f �';': y .;* �;; ': ®---, EASEMENT 43 PEDESTRIAN WALK SIGNAL CONTROLLERCD •., - :FL, -429:36` T '• ?''SAN' t` f l l t t f > TRAFFIC SIGNAL POLE `\ , ►. `1J 1 f• .1' b` . *43 :,' :,' :,' ,:� ;;:.•;� , ,.,• .,: ♦,j� :%• ,;: .;, . -.• �: •:� JL2,14 . _ :� '4` :% ••' :%'% :% ••' :% ••' :%•�` :_ •�' ;� •�' :: •.' : •:' '%• -.' EX. WW MH ,•. :F 4 -11-- POWER POLE • ..._ RIM 43$A4 6 STI; . , ,. ; ! `' `. f ` f ' ' * f ` * �,S11 T1Nt' >: FL E 42$.74 !• + '.'•'' ''' �.•' '. ' �,''' '`'' `-'• ''•' JUNCTION BOX '• UTILITY VAULT FL 432.00 FL 432A0 FL 432.00 FL 432.00 •: _*_0EXISTING STREET LIGHT :..': ; FL 432.18 CONI EXISTING OVERHEAD TELECOMMUNICATIONS P.POLE t` NO. 51155 31 SAN 3 SAN 0) OHP EXISTING OVERHEAD POWER tfa F.O. EXISTING FIBER OPTIC r�•� ` R FL=431.60. ; ' L, _ RM EXISTING PRESSURE SEWER PIPES ' ` :ir`LEI 4' SAN 4' SAN 4• SAN ' : WALL r, W EXISTING WATER MAIN . ` FL=430.00 WITH r; •.: •. `• ` CD RAILING a EXISTING NATURAL GAS '♦'. G " • :•. , N 23°05'26" w >' ` EXISTING FENCE LINE 12.03'. 8 STM 22+87.63 P.C. S•�' 0 8's1 M , ` f . ' f .. , \ L w ow > L-431.78 33** # !., «4• N 89°59'02 E :. :. -. 338,74' :> :. `.• :> :. :. DW--�-•-- PROPOSED DOMESTIC WATER LINEr >rfI , FNf--------- PROPOSED FIRE WATER LINE : •..:; ,, •. ...� PATH LITE 438 .. •: ; :. •. ; w -... ~"` NO. 2805 . CONCRETE SURFACE C, • ,;,. • ..:,, "�; --.,, ��•' o , • PROPOSED RETAINING WALL ST. LITE `' - '~ PROPOSED NO. 2630x,, M `�' .. WATER` MAIN Or EXTENSION - - - - - - - - - - -- E a s t B I t Jn e R 0a d TRAFF C r•.,.`_"' " ----. _ ;1R �Q SIGNAL. -- ..,.., POLE 4 `"�• �• T. LITE d w `•' :•`'' ' ' _, ; o �,,•,,,,� NO. 2629 ENGINEERING SURVEYING INC. ?A WX-UV, iC =% ox 002 Rpt awe (FAV UVU M EXPIRES: 12-31-2014 REVISIONS 2 3 4 5 UTILITY PLAN - DATE NOVEMBER 06, 2014 f PILE NO. 42980-2 DWN BY. JA4 C-3 tom►, 0 >~ Q CCCa to zLjj Q ....Uj 0 LL. (a 0 ` � Z • "i O ac Z y y V • Z LLJ C�► X Ln � cn i ry U U. Chi • � i 0 Uj Z Una z � Cie ••I i Z � Uj � fir./ rri rn a•• 0 0 Uj cn Uj M o� tn M cu tcn UTILITY PLAN - DATE NOVEMBER 06, 2014 f PILE NO. 42980-2 DWN BY. JA4 C-3 o} N 89056"00" E 275.54' D D 2mt 7/ST )IBOL # COMMON NAME BOTANICAL NAME SIZE SPACIN+ a 162 SMALL SYMBOL # COMMON NAME BOTANICAL NAME SIZE SPACING A 6 Jaquemonte Birch Betula. jaquemontil 2" cal Varies Rhodo. Hexe Azalea (assorted) B 6 Incense Cedar Ubocedrus decurrens 6-8' Varies Ornamental Grasses C 11 Sunburst Honeylocust Gleditsia triancanthos `Sunburst' 2" cal 30' on center Varies D 9 Coral�Bark Japanese Maple Acer p.'Sango Kaku' 1.5" cal Varies 3 gal E 5 Hollywood Juniper Juniperus chinensis'Torulosa' 54 Varies y r G 9 Bowhail Maple Acer rubrum'Bowhall' 2" cal 30' on center Canadale Gold Wintercreeper H fi2 Dawyck Beech Fagus-sylvatica'Fastigiata' 2" cal 30' on -center Varies Rhododendron Species Rhodo. spp.24-30" Varies Compact Burning Bush Euonymous alata'Compacta' 5 gal J 2 Kousa Dogwood Cornus kousa 1.5" cal Varies Rhodo. spp. L 3 Vine Maple Acer circinatum 6/8' Varies Compact Nandina M 2 Japanese Styrax Styrax japonica 1.5" cal Varies N 11 Hinoki Cypress Chamaecyparis obtusa'Gracills' 8/10' Varies JIA Varies Forest Flame 'Pleris Street Tree 10 gal Varies Winter Currant (N) -Ribes sangulneum ST 7 Autumn -Brilliance Serviceberry Amelanchler x grandiflora 2" cal 30' on -center 2mt 7/ST )IBOL # COMMON NAME BOTANICAL NAME SIZE SPACIN+ a 162 SMALL Gulf Stream Nandina Nandina domestica'Gul€ Stream` 3 gal Varies Hexe Azalea Rhodo. Hexe Azalea (assorted) 3 gal Varies Indian Princess Hawthorne Rhaphiolepis Indica 'Indian Princess' 3 gal Varies Ornamental Grasses Varies 2 gal Varies Evening Glow New Zealand Flax Phormium `Evening Glow' .3 gal Varies 'Bumaida Spiraea Spiraea japonica'Bumalda' gal Varies Kelsey Dogwood Cornus sericea'Kelseyi' 3 gal Varies Gold Splash Wintercreeper Euonymous fortunel'Roemertwo' 3 gal Varies b 192 MEDIUM Wtri Blush-Hebe Hebe'Wiri Blush' 3 gal Varies Canadale Gold Wintercreeper Euonymus fortunel'Canadale Gold' 2 gal Varies Ed Goucher Abelia Abelia g. 'Ed Goucher' 6 gal Varies Rhododendron Species Rhodo. spp.24-30" Varies Compact Burning Bush Euonymous alata'Compacta' 5 gal Varies Evergreen Huckleberry Vaccinium ovatum 5 gal Varies Rhododendron Species Rhodo. spp. 5 gal Varies Sasanqua Camellia Camellia sasanqua 24-3411 Varies Compact Nandina Nandina domestica'Compacta` 3 gal Varies LARGE C 160 Mariesii Viburnum Viburnum plicata tom. 'Mariesil' 10 gal Varies Varlegated Dogwood Cornus alba'Elegantissima` 10 gal Varies Forest Flame 'Pleris Pieris japonica'Forest Flame' 10 gal Varies Winter Currant (N) -Ribes sangulneum 10 gal Varies Spring Bouquet Viburnum Viburnum tinus'Spring Bouquet' 10 gal Varies Texas Privet Haustnim iannnirum'Texanum' 10 aal Varies GROUNDCOVER/PERENNIALS SYMBOL COMMON NAME -BOTANICAL NAME SIZE, SPACING Kinnickinnick . Arctostaphyilos uva urs! 'Mass.' 1 gal, 3' ol.a Emerald Carpet Bramble Rubus pentalobus'Emerald Carpet' 1 gal, 4' o.c. Vinca Vinca minor 4" pot, 30" O.C. LAWN PLANTIN METHOD NOTES I. ROTOTILL 3" OF ORGANIC SOIL AMENDMENT INTO ALL PLANTERS. ADD 5 LB/1000 S.F. OF 1313-13 FERTILIZER PRIOR TO PLANTING. 2. BERM ALL PLANTER ISLANDS TO AVOID PONDING OF WATER. 3. MULCH ALL SHRUB BEDS A MINIMUM OF 2'' DEEP WITH LOCAL SOURCE ROCK, 1- 2" SIZE, APPROVED BY LANDSCAPE ARCHITECT. 4. STAKE TREES AS REQUIRED. ` REMOVE'STAKING FOLLOWING SECOND SEASON AFTER PLANTING. 5. ALL PLANT MATERIAL TO MEET -OR EXCEED CURRENT O.A.N.'STANDARDS. 6. CONTRACTOR TO VERIFiC SITE CONDITIONS, PLANT MATERIAL QUANTITIES, -AND MEASUREMENTS PRIOR TO BIDDING PROJECT. 7. ADD MINIMUM 4-6" --LOAM TOPSOIL IN ALL LANDSCAPE AREAS. SCARIFY SUBGRADE TO 6" DEPTH PRIOR TO ADDING SOIL 8. GRADE ALL LANDSCAPE AREAS TO DRAiN AWAY FROM BUILDINGS AT A 2% MINIMUM SLOPE. 1 MEMORY CARE COURTYARD PLANT LIST SYMBOL # COMMONNAMEBOTANICAL NAME SIZE SPACING TREES RM 13 Royal -Star Magnolia Magnolia stellata'Royal Star' 1.5" cal Varies Autumn Brilliance Serviceberry Amelanchier grandiflora'Autumn Brilliance' 6-8' Varies multi -stem National Kousa Dogwood Cornus kousa'National' 1.5" cal Varies SHRUBS/ PERENNIALS ms 92 Miss Kim Lilac Syringa patula 'Miss Kim' 10 gal Varies Mike Shadrack Hosta Hosta'Mike.Shadrack' 10 gal Varies Lime Mound Spiraea Spiraea x bumalda'Limemound' 5 gal Varies Mariesil Double File Viburnum Viburnum plicatum tomentosum'Mariesil' 10 gal Varies Autumn Joy Sedum - Sedum telephlum'Autumn Joy' 5 gal Varies Jacob Kline see Balm Monarda didyma-'Jacob Kline 5 gal Varies Evergreen Huckleberry Vaccinium ovatum 10 gal Varies Enchantress Indian, Hawthorn Rhaphiolepis Indica 'Enchantress' 5 gal Varies Evergreen Candytuft -lbeds sempervirens 2 gal Varies Stella de Oro Daylilly Hemerocallis hybrid 'Stella de Oro' 2 gal Varies SYMBOL # COMMON NAME BOTANICAL -NAME SIZE, SPACING GROUNDCOVER,-HERBS English Lavender Lavandula augustifolia'Munstead' 1 gal, V o.c. Prostrate Rosemary Rosmarinus offlcinalis'Prostratue 1 gal, V o.c. Silver Edge Pachysandra Pachysandra terminalls'Silver Edge' 1 gal, V o.c. RAW -GARDEN LEGEND SYMBOL DESCRIPTION Rain Gardens will be vegetated per Section 2.9, Facility Selection and Design in Chapter 2 of the Eugene Stormwater Management Manual. .LANDSCAPE NOTES 1. PROPOSED LANDSCAPE AREAS TO BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. 2. SEE CIVIL DRAWINGS FOR EXISTING TREES70 BE REMOVED OR PRESERVED. S T 232 I a04� DAVID ANDERSON � OREGON 4p 0" N ANut RS.0 ASSOCIATES LANDSCAPE ARCHITECTURE PLANNING 2860 SE Ash Street Portland, OR 97214 Ph. 503-318.0649 w EDGW ARCHITECTURAL SERVICES Lyle Andrew Bremmeyer, Architect 7600 NX. 41st Street, Suite #330 Vanco r, ^ 'aah1n n -flN62 (360) --802-!-9090- FAX 802 9090FAX (380) 258-2366 ww`1li Medgw i►tltSe1"vit3es.coM_ STATES LICENSED; wasWngton Idaho Oregon Wyoming Michigan New Mexico Colorado Texas Florida Arizona Utah Nevada Georgia Montana RJ'DEVELOPMENT SERVICES, LLC 401 Central Street SE Olympia, Wasington 98501 (360) 918-6037 E-mail: jeff@rjdevelopnient8ervices.com LJB DESIGNS, LLC 111 Market Street N.E., Suite 200 Olympia, Wasington 98501 (3 60) 867.1945 E-mail. LJBDesigns@Comeast.net PROPOSED SPRINGFIELD MEMORY CARE SP�GFiE , , OREGON RUUD LIGHTING a41roJJ�i w X , f / a -< o,a o.0 .0 a 4 *0,o 0.0 0,0 o.Q a.a .0'.� ' 0, �� 0 .,i3.5 :. . 2' . 5 2 a. 5\*0.3 - l 4. a 0. . 0 a. 0 a. a 0. Q 0, 0 0;'9�� -�S . a ,,�0 4 f 2' 8 5•. 7 `2.0 X0.9 0.3 .-' . 01 te 00 .004 0 �- ..a a o _ o',�o-� amom. o% 0 0.0 . a o, C7 -ry Jy+/J w ' ' .....+^""'.r••"'1'....er•"" � +mow � x /' t L7 r • * * ���,�,..,...,-•.• .� • • • z .� t3'i •� �• if • _�,/'' • � ' • ,• ` , . i *7 • *1 • 0.0.0--- Q''ti' a .Q 013 a . 0 4 4 z a sfa U ;�A.- 4 .3 3 ', . 7 7.5 5.6 3.3 1.2 0.4 > , ()t - i Parking :Area , s * * ° - *0 0 0 �;��0.0 .1 * a 5f. 4 6 5.9 .0 *. 3 0.5 / 3:1.1utainanne -(Fc) Average =5.73 . .� •' 590 a 3 2 1 x 4 4 --------, nimumMiR .Avg/Min Ratio = 2..Q5 . ..*0 , .. .>:.. • . E •0 -1140 'r * , 112.8 l x/" � atio = 3.18 '.4 0,0 a♦ 0,0 :,:Q... '. 0 a a�, \ "� .3.2 rnli 1 a 2.8 ou €r# /"• 0, 0,0 0.1©.1 0.1. 0.2 1.7 1.5' Ei 1.0� ?�. .3 6.4 8.2 3.5 1.3 10. 5 l- � "• M �� ..,, `c �--�"''" .._=-•-�''"`�� 153 '.. .�. , 5 D , 4 a o 0 0.0 .- 0� a ., _1, 60_ _µ_ r _.__i , w...� 2.7 . a R} a . a a s fC3t,a MH • I14.V M 4 .7; o. "0. �., `1 X2,5 ^ �m 3«4- 6.6 6 .3 *4 5 * x *0.0 W . 6 �. :� *0.9 *: *8.7 7.5 `3.4 *1.2 *0 . 4 !.r 10D ".IJ *0?5 0.0 4 3,0 1.4 2,, 4.6 7.0 6AH: 4.6 1.2�Z 0.4 ' x m o -D w .0 0.4 2.2 3 2.0 3:0 :4 6.3 5,3 3.5 1,� 0.5 1 Ir C 0 0.0 2,6� 1,0 6,a ;,y .4 1.�a 10.6 ~' r-0 *0 0.0 *Y O 0.8 2. 7.5 *7. 6 3 ,1 *1. 2" 10. 5 ' rn 0,m 0..3. ;x''0,2 .0 1..8 0 2.4 .4 .�. 8.6,E 3.0 1.1 0.3 � 3 r-�-j *0 1 • i .Mn m.aa � 7,0 C.{J ff •0 t 0 , 4•.' 4.0% 4.9 *3.8 0.9 0 , 3 UU ozi .. 1.9 .8 13. 1 T, ' 10A 'o 0.5 1.6 .5 1, 6 ()1*1.5 ' 00 10. 5 10. 2 • // 0. 6 0, Q . 0 .. '1 .5 .5 2.3 1. Q 10. 4 0.2 •, p v : A o • * * 0. a l`'0.4 - 1.5 9 .6 3,7 1 a6 *0 0 Q 0 a..x. * .1 24 43 (} R�n 2 Ri 40 0, .0' ;. 0..8 .4 4.7 2.6 .2 0.5 0. ,0 ro .j rn MK Q�. rC7 PR M "+'} f._ .. • •. •2 , 6 13. Z R3.1 .' MH : *2153 0 , 9 Q . 3 0.1 0 . . 2 t'r'1. RC1 -:4 9 , * 0 ..8 ` , 3.. X3.2 .9 rr 4 2 , 3 1. a 4.3 00.1 to. 0 ciZ to --. -I o N -9 _ 5.: 4.7 .5 2/� 0.9 0� 0.1 0.1 III O *0. a .6 ,.i V P so. 5•. a A. .SUBJECT TO (tyI03 \RY LINE AGREED NT )RDED, DEC, 31, . QN. o. ?. NO. -20`0:8-068702 NE COUNTY ORE OFFICIAL. RECORDS. • 0.1 0.2 0 Oat 60 Label LVP ;7-0.5 0,5 •nne (FC) 4.07 � ,L•�. 1, 1 0.8 Ratio = 5.09 1.7 1.5 1.8 1.1 0.3 Pole Schedule (1 I )-PS4S15C1 BZ (15-1 X 4" X.1 25" STEEL SQUARE POLE) Proposed poles meet 10` W sustained winds. - Luminaire Schedule S bol Q Label Arran ement Lumens/Lam LLF Total Waits Description Q 23 B SINGLE 3400 0.650 11664 HCD405-M 11 ' 'PR SINGLE 12600 10.780 1.2090 MPR2615-M Calculation Summ Label LVP Max Min Au Min Max/Min Calcpts 1.96 9,1 0.0 N.A. N.A. Drive Area 4.07 9.1 0.8 6.09 11.38 Parking Area 1.5.73 18.9 12.8 2.05 3.18 Date:9/,15/2014 TSca*]6: 1 "=201,::ILayout by: Ben Foster Protect Name: SPRINGFIELR,QRIMEMOR customer No: 38107 Filename: V.Xo, mmon\Ap Png1t7UW 4091517141 BAKAGI Footcandles calculated at grade using mean lumen values Illumination results shown on this lighting design are based on project parameters provided to Ruud Lighting used In conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The ouilomer Is responsible for verifying dimensional accuracy along with compliance with any appiicable electricals ilghUng, or energy code. Date csived.* NOV 2 } Vilginal. Submittal }