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HomeMy WebLinkAboutLarge Formatd, AA f r I —JIB—.•..t. -- I , 6 I J�•. � ,' ' � I rt II 1 o40 I o R1 is (2! ' it reS �Y S.P016-68---- VIA 4�I b 10 D P LJll 1, f ' m / COMMERCIAL - LIGHT INDUSTRIAL ! C E E R Q U � (3) 'r Vi /y�� in .I♦ T /�rM(N7 0 V o SEWAGE EAGLE HARDWARE TREATMENT �=, EXTENDED STAY OF I CORPORATE OFFICE 1 �Z i t AMERICA HOTEL PLANT •I 1 4 I• ��.� �Jl 1 b � /0 !0 ' 'w I _•- i-- PROJECT SITE W 7-1 •O� 813 I I 2 3 300 t I I i w 903 � A � Q O Z i c i Z' 0 It f 1 I � I �.Q �Ao 1086 Ac , ; , r_ r r i r i _ T! 97 � 1 f _ ��SM�g1oN y111ES p.Spl"T PARK ( b i I �66 I� J-I � n NORTH SCALE : 1" = 200' 1 350 i+� J,! 1037 V4 r 0w �� a SP 13!. VACANT J.r�� cj • 13 12 i� Il y I17 16115'14' f r 'S2S3 3 9 ` L -1. aS 6II47 4849i5 ✓j' _ r ~ 31 3s �'� 41 CITY UNIVERSITY �. -(� 33 3a 35 36 Ij r r 32q�30 31132 r' I 11440 3 1 r l2 11 10 9 15 1 UNDERPASS 4t I .T'r1`I� I 1I..�,,.�w�iR�ll I-1IS 14 13 5U 51 52 53 `s4 5S S 11 it II II '0 1 I Sir — It s'r ;.did.. I_ - - VICINITY MAP P'IERRE - GRADY WAY SI7 S �r N' G V►�i T 0 --t�-I 1.. 1• 1 � �r 4 III co \ � \ -_�7J fAJfNf r .I•i - � 11 , � r 1► 40 co 1 'I r o , !AS-u r a . cn t 2l �(; " eioc: 19 1- —� eioc."le 1 1 -'I S.P.016-88 I. _....- --- `' --- 543J4 y d ------------ �,) ,e 10 a J ( w } m COMMERCIAL - LIGHT INDUSTRIAL I O A C E i'LE R 1 ro U. ► O J LA ti _1 ! SEWAGE P EAGLE HARDWARE TREATMENT EXTENDED STAY OF �i I CORPORATE OFFICES PLANT 1 a , AMERICA HOTEL 1 CM �rj tAfall s 1 I� f- � , PROJECT SITE 10 8'6 Ac ', 1 G R N 70` 1' 11, �r�' 1pld !t I b I �66 Io J � • 1\ n I Q O la 950 L9,a� 1037 t T RIG.33 n S 1 S. I wa VACANT Q. 141131ZI 53 $ 56 (If1J�L11.�r"(�4748A9►s I 1 LL , r .,o'•.'"✓-tc 16 2 A Sl� L 3 140 -�41 42:43 IQSI I I� i I. I.L � PARK 4 30 34 35 }6 31 3b i CITY UNIVERSITY `� 31 32 rn T c tq-30 2 1 o�E g 8 2 (1 413 r Q UNDERPASS 0rAoiii it 16 IS 13 12 l� 5o 5! 5Z 53 54 55 56 Q 26 Z5 24 31 21 20 N •- - o I /.64Trl//• ...YY.�✓� • • . r ;G ac Zc 48 1 W I I I � I NORTH SCALE: I" = 200' e e 1ij 8 1 Q 12j11�10,�4�.. IS 11611711811912OIZI 1'- 1� 119 n f� I.rA,fl?r ccFss �Gtld2_Z-'IS • 12 II 60 101. ft �' A 3;as �I 37 18y`M 33� — 1 �16 36 14 I� 17 3S 21 , _-- ti 347 16 „!7 IB 19 .�22�23 24 2S 26 2] 28(20 21 I22 23 4 25 f rt 56 9so I.lo S.W. 16 7H sr - I -' '�r , — t l _I l �� ..;1.,jF'.It)jlj(3121(-�r,l:,l•:1-i-I- a, `--� s._. -I '• j1 `I'1 141 I I I IL , —LL J.1JJ—L I' -! _a.-LL �[9 I (�1 -1._ L.jeLI_1L_. A. t—� ' I 1 •` � Is r is ( •`.l I S — !�__� :.J LL _ i1 L4I — I1� - — -^ — - •• •• �-: a _e a__ till— ^' VICINITY MAP -- I DY WAY SI' PIERRE - GRA at W q S �� ��� �L��� 7 �I ;i_ iV_ I Wcj 17, 813 91 10 I I ( 1 2 3 wo I� I 503 Q O 0 2 i i 1 - I- v , is I�' ��tr.. �. KJ , m (2) !I �'o BLDG. 19 BLOG. 18 , I _ --- \z � r• ., ,. Q � I Y G1, S.P.016-68 1 _-- 54.0y4 I I �•) ( 1-4 10 a � � i a. 1 COMMERCIAL - LIGHT INDUSTRIAL R4. 4 Q � _ u -- t 550 1037 •l03. t1 L ! �V L SEWAGE 11 t�°I-- �. I EAGLE HARDWARE 77 S r TREATMENT EXTENDED STAY OF I CORPORATE OFFI - 1 AMERICA HOTEL le1I I ,., J rN PLANT S w • �, I r j. bs tf , J tc 99 VACANT �< 5•P 13' I i PROJECT' SITE 1086 Ac A01 t �• r' j — 221 _ (� `r 20 21 o 8 1 y ' 16 q I \(� 10 9 I_t y r � 1 14 15 15 ��13 12111_ 1 , i S,+s6 I �- _ N I,1TZ�' S ��,r.r'•� 117 I6 i �—� �--I� r 1152153 y} I �NSM1S51� •/ fi t�19 L�J - �d5 47 -09is d21d3� ( I I I . I� ►- L , i �, 'jrj PARK ;� ` i �- 34 35 36 313E .CITY UNIVERSITY 6 it , 1 S T31132 33 114 j " I0 93�L - - .66 O�-�-�" �1 1 ;I' 20 122 I � / a• 7 I1 1� g S ,-1 1 1�4 1S�T6 13 it 11 S6 IB i - ,II UNDERPASS I . ' t 16 IS i} 50 51 52 53 SS 7621Za 31121 _ --- I i Q s l f 4. R $ r. r Mr ccess �� ➢ b 7. 6 • ��! . r i t _ ...,... _ ., iI ID ;jAc I lc 48 I A I I I I 175�7 'o NORTH SCALE : 1" = 200' III+`iai;i5i��: j l • 11 II 3f 36 3S 34 AST- I - VICINITY MAP T -1- PIERRE - GRADY WAY SI'I Ac Al to 1 ''�' ,•' li '' i CD III 9' - - - '= I IS A. _ Ik 10 1 � - � v J I III y v m W (2) II it BLDG�I9��~ SLOG. IB �- c1 s.Pols - Be - --- 94- <r 10 a �, 1 rn COMMERCIAL - LIGHT INDUSTRIAL A C E ,!IE 4 R 1 , (3) T lZ3T..r.vr •-1 o f m ti I • / V' p •w fJ3.t2 b ^--------- • n }3JC2 --j+-------r SEWAGE j ? EAGLE HARDWARE TREATMENT �=, EXTENDED STAY OF I CORPORATE OFFICES AMERICA HOTEL I'�!� I I PLANT 10 ro t 1 Ir I ,rd.. Vk j \ to 950 IL o° S. W 10 - Q O r� t_� rl 99 S P �3t VACANT r.t ire Y I�� I PROJECT SITE \I Y— c 13 19 p pp _ t08�Ac i l V G`` , , ,f• 1a119 20 21 12 I16115'14113 12L, 1� —r52 S5JS6 I - - �S10N Y,IT1 "�. j= r� (j�0L 1 ��t�r� 91�p1�•T�'�SM o::''�26 y .41 d23IASI�147104 i I . I� �— L p S - PARK '� 30 ' z �+ 35 �6 31:33 331� I CITY UNIVERSITY 31 Ijt 33 34 L y f r^T n iw IZ II l0 9 6 7 Z4'30jIIU �" 21 jo l i.l . R II 10 9 15I l6 Il =' _ m / ' UNDERPASS I _ �21 2D 19- 18 11 16 15 W 13 So 52 53 556, � —' 24 23 1 , � Q8 164 I ��`�� ti , • . , ;.- :r*: r' . . j • r. r nr, �E ccEss � Ti I12 11 , •�;yd I$8�6 3 3 I 10 36r n cc.4 1 7 ' , i . t: 4 3 2' 45 18y 14; --t —1 17 3S i :.36:sc �-' J 9. b 1 li 5 •..'� 0 _ �t —J --i rc 48 .. 1� t — I to .; J I•�� a 34 I Q 12 I� -' 2 _ 1 �i 15 I I r 151 Ac.. 1 q r --� ierez 13' 16 30 9" 3 Y4 is 16 17 18 14 20 2TTTT,,6 24 2S 26 21 28 29 7'L S6 350 j0 � 0 S. W. 16 TH ST ,I.111 I'I I 1 1 ICI`— Jjjj �Iji 12 s,�l�iaf-�tj5j41311 1 .1�,1;;1•;� I I 1a1 ,r, -- -r- - -I', t 41 11 1 1 1 `lu�•.IS 17I�111 ~, .'LL 3-1 J_1_lJ, L1--1 Tom _f._L L.:IA9..� "I"(�� a � 7!{ - �`�' g � � •1 � ; III vim- ---• �s=72. �l cT-----14 LS_ . I 1 _....— •3 Q- O- J I ;` � a I (�0 S0�' 4t �J• �. i.l ,{� \1-------- — -- L— art---t--- t I , a Imo: I I, _! -1 I __ - ---- - - _-- it i\�`�_ v I� --- ---- 1•o NORTH DV=LOPr.ENTPL t3_- Q = — SCALE: 1" = 200' CITY OF REPvITCr^ �, - — %'-�— 4 — ----_ — — — -- ^ ' d AUG 14 iu ;;�, ' ��_ _ _— _ - VICINITY MAP ail Ir t I `\ T RECEIVEDi i' 60 "--d P'IERRE — GRADY WAY SIB • M NTWP 3 k gin' , `.�� ►_._� _� .� �_ - . (ti s � 1 !i q � "� � 1� � J � ` � � 1 q C i � iv i 0 II t SFA-FTLE METRO SSMH % RIM = \ INV=2.12 (1N E, 12" CONC.) i O r '7 i " \, iN v=�.0.: \Cv cI,JT .,, r <71 C0NC.) 2G' WIDE ACCESS EASEMENT FOR BENEFIT OF PAR�^.1' L A } 10 tU �z REC. NO, 8602280930. 1 �\ -+v 1L tii AV" 1 Irrli_ � _.INV. 48" CMP WATER MH F TOP 15.85 � '� Ei_V. :> ri,r 11 `IE 1 i.�r' 54.; /// f ��_! _ �'^ 2a u GRAPHIC SCALE 100 '\ T40P C,f 1 F; / L -- 7 2 ' � DM H (A R) 1 \ / �, AI +VF 1 } �P y 1 �. _ i INCH = 5G FT. \ tSl L1w r,{� 1 1t 6. 31 TOP Q. 49 `� / ;E 'IN 8,29 f/ iE CUT 8.29 ssmH -... .. \ 4 ' I I'd `v C . �i ` i I C ;,h , � • _.--- �, •\ I � \ 1 _ .r---- I -„". iA• ' ^�, Q in �,� -� � _ \ t 1 _ � (� / ! , i + a \ L� _-ram• v / \� \ - a \ --''Lj" ll+10# _ EXISTING SS,MNIy 43246E C / , J IEMP FOR 1 ivN 1.07 N 4V. 0� LI_) V r'v I. r 14,7 NV-�1.fl ? _ _. 1 ill P SV (`25.a/ 1. "'•"+'` , TYPE 2 OIL/WA 1£f __ • 1 � � y r' 4� t� �� _ �. CE RIM-19 rA6lON WALL_ �n /- _1---'" _ ��-,• - - � _ _ -- - \ ` -TYPICAL)cv _X Q ♦ v' Nt - r + -_' 1 - t� zl �t - ee PROPOSED ELCI.TIRIC<1l klu E T �r t �r `1 ` TRANSMISSION LINE OVERHANG EASEMENT R as � r. t / tall..///•• .._..j - 4 U t&- ? ./ % . /_'.•1 ./` 171, cp 13.2 -IIN -1 4 t� \ � \ \` l�•'N 13 C 4' 1N l�C Z 25 :N RIM-119.0 P 9n •� \J Per '' \ s l '70MP ' AE' • � iT \ I 'Y320" a ' 1 ` ,. "T;_- d^'.i'f •' // I I '/ , RIM 17.61 -`\ ,c W. 11.73 �', 1 ` .7 + i i LEGEND UF Kw_ nII / WATER SEEPEPATnR' CATCH BASIN SS iMIT^ i�rilvLE Nt. WATER MANHOLE SIGNAL CABINET I I1 FIRE HYDRANT 1 GATE VALVE Z EL_LC T RIC BOX j r BL_0W OFF VAL_ VF 1► ORIGINAL GRADE ELEVATIONS 11 (SPOT ELEVATIONS) I CHR1,� < v r a i ST EXPIRES. DULY 30, 19 9 103 1 I I �I1 � m Z { rn u 1 71 X O I I 1 QI { {v jc I� to U r to iv i r h � � W "<-L4 r_ w +. V 1�-•i W nGR�1�lnfCr c,HF FT ■ LEGEND SYMBOL COMMAN NAME BOTANICAL NAME CITY SIZE TREES SUNSET MAPLE ACER RUBRUM 'RED SUNSET' 31 2" CAL. - CHANTICLEAR PEAR PYRUS C.'CHANTICLEAR' 9 2" CAL. HOGAN CEDAR THUJA PLICATA'FASTIGATA' 12 8-10' e DAWKI BEECH FAGUS SYLVATICA'DAWYKII' 2 8-10• OVINE MAPLE ACER CIRCINATUM 3 5-6 WESTERN RED CEDAR THUJA PLICATA 10 7-8- SHRUBS OTTOLUYKEN LAUREL PRUNUS L.'OTTOLUYKEN' 50 21-24" BURNING BUSH EUONYMUS ALATA 17 24-W' O JAP. BARBERRY'CRIMSON PYGMY BERBERIS THUNBERGII'CRIMSON PYGMY' 35 5GAL ILEX CRENATA ILEX CRENATA 20 3GAL REDTWIG DOGWOOD CORNUS STOLONIFERA 17 24-W' PORTUGESE LAUREL PRUNUS LUSITANICA 30 5GAL GROUND COVERS j J VIBURNUM DAVIDII VIBURNUM DAVIDII 425 1 GAL /24' OC a ENGLISH IVY HBDRA HELIX 446 4" /24" OC MED PINK HEATHER ERICA C. MED PINK 40 1GAL l24"OC ' KINNIKINNIC\ ARCTOSTOPHYLOS UVA URSI I 560 4"!24"OC I COMMERCIAL LANDSCAPE PLANTING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL OTHER SITE IMPROVEMENTS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS.TO PROMPTLY ADVISE GENERAL CONTRACTOR AND OWNER OF ANY DISTURBED UTILITIES. (LOCATION SERVICE PHONE: 1-800-424-5555) 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL UNTIL FINAL INSPECTION AND ACCEPTANCE BY THE OWNER OR HIS AGENT IN WRITING. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER. SPACING FOR PLANTS AS STATED IN THE PLANT SCHEDULE AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE ON CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLANT SCHEDULE. WHERE GROUND COVER ABUTS CURBING, WALKWAYS, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE 12" FROM CENTER OF PLANT TO CURB, WALKWAY, ETC., MINIMUM PLANTING DISTANCE SHALL BE 14" FROM CENTER OF TREES. 1 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 7. E IS TO BE WITHIN 111aTH FOOT AS PROVIDED BY OTHERq. i 8. MINIMUM 4" DEPTH, WINTERMIX, TOP SOIL IN ALL PLANTING BEDS. 9. MINIMUM 2" DEPTH WINTERMIX, TOPSOIL; IN ALL LAWN AREAS. 10. MINIMUM 2" DEPTH MEDIUM GROUND BARK MULCH IN ALL PLANTINGIBEDS. 11. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO,TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURERS RECOMMENDATIONS. \ l I 12. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. a) GENER L: All plant materials furnished.shall be healthy representatives, typical of their species or variety 1 and sh II have a normal habit of growth. They shall be full, well branched, well proportioned, and have a vigoro s, well developed root system. All plants shall be hardy under climatic conditions similar to those i Z in the I lity of the project. \ �) Trees, hrubs, groundcovers: Quantities, species and varieties, sizes and condition as.shown on planting y plan an project plant list. Plants to be healthy, vigorous, well foliated when in leaf, free of disease, injury, a insects, ecay, harmful defects, all weeds and weed roots. NO SUBSTITUTIONS shall be made without written ap roval from the landscape architect. SHRUB AND TREES A•MINIMUM OF 36" FROM CURBS TO ALLOW FOR GAR OVERHANGS C U^ TSS WHEEL ARE PROVIDED AT EACH PARKING STALL. �Z. \ HYCgSEED LAWN AREAS TO MEET STANDARD PRACTICE OF INSTALLATION. G v . 15. A WA �.RING SYST FOR ALL PLANTING AREAS. POP-UP SPRINKLERS ON TRIPLE SWING JOINTS HALL BE USED ON RINKLERS INSTALLED ADJACENT TO CURBS OR WALKS. BIDDER DESIGN ITH 100 % COVERAG LAWN AND BED SEPERATION. AN IRRIGATION WILL BE COMPLETED WHEN ` f DSCAPE PLAN HAS APPROVED 16. NO E.IS.NO EXISTING VEGETATION ON_THIS SITE.TO PRESERVE CPAMER Ilia, N M U� + { h - a ti �/'r..`- -.a+�" "�`� .`_- / i `� tt j tl iit � '1 ' k~.-'f ^yl tt ,�1� �/ �� _s-' s.- ,��q n.•.�. ��• � ''� -� �`�'�, - - �� _.- �-� - a i j i �t t t ti t 1-,.�-.""? '� i t , t it 1 • r�� � � �\ �� �� �- f �._•----- ti t r-.,. _}� t, 1 � I Ll1 ` i 1 t k i y�,V 1. '� �' '� - n O Y l' • lb Alk pti O— Q U- Q < -0 fir/ W om 75PLAN LA i ` IC ,�` CC P F, NFORMATION DEVELOPMENTN � PLA,.,1PdG CITY -OF RENT a.... - 40' \ 1. Total square footage of the site: 2.74 Acres = 119354 sq.ft. AUG i31 1998 GRAPMIC 6CAL 2. Total Landscaping required: 2% of site = 2387 sq. ft. 20 40 eo RECEIVED IH- 4Crr. 3. Proposed Landscaping square footage Natural Landscaping for Wildlife: 65,90 sq.ft. `(5.57 of site) Maintained Landscape area: Z sq . f t . (A.3% of site) Total square footage of Landscaping: 21403 sq.ft. (244% of site) 1 of 1 EXTERIOR COLOR LEGEND Revision Na: Date 1 JA EAST ELEVATION SCALE 1 /4"=1'-0" NORTHWEST ELEVATION (SOUTHWEST ELEV. SIM) SCALE 1 /4"=1'-0" 1 ELM ANGLE VIEW NORTH ELEVATION (SOUTH ELEVATION SIM) SCALE 1/4"=1'-0" i QW 1 1/2" WHITE PRE -FINISHED A.G.M. 5TUCG0 5T0CCo b" LIGHT GRAY 1 1/2" WHITE PRE -FINISHED A.G.M. b" DECAL BAND ABOVE HINDOW5 5T0000 5TUCG0 MARK DE5CRIPTION OCOLOR: L16HT GRAY (6Y-450) OCOLOR: DARK GRAY (6Y-2IO) OGOLOR: BLUE (BL-310) QCOLOR: RED (RE-360-5) OCOLOR: HHITE 441-835) NOTES 5TUC11110 I. ROOF MOUNTED MEGHANIGAL EQUIPMENT, SHALL 13E PRIMED AND PAINT L1644T GRAY TO MATCH CHEVRON COLORS 2. DO NOT PAINT CLEAR ANODIZED ALUMINUM FRAME5. > b" LIGHT GRAY 5 > 1 1/2' WHITE 3 > PRE -FINISHED A.G.M. 5 > 5TUGCo i 5TUGGO 2 > STUGGO 3. GAULKI%: H-EN GAULKING 15 REQUIRED ADJAGENT TO LIGHT OR DARK GRAY AREA5, U5E CLEAR GAA K. FOR OFF-HHITE, HHITE CAULK. AND BLUE AREA5, BLUE. ALL CAULK SHALL BE PAINTABLE. 4. CEMENT PLASTER TO RECEIVE MEDIUM-0A5H FINISH, TYP. 5. FIELD VERIFY ALL MEA5UREMENT5 b. HVAG EQUIPMENT NOT SHORN, MU5T SCREEN EQUIPMENT GLAZING CALCULATIONS 6RO55 EXTERIOR AREA TOTAL 6LAZIN6 AREA PERCENT OF 6LAZI% (ROUGH OPENING) TO HALL AREA Z320 — 212 9.11% COPYRIGHT NOTI THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO THE PROJECT ARE AN INSTRUMENT OF SERVICE AND THE COPYRIGHTED PROPERTY OF KIRTLEY-COLE DESIGN/BUILD, INC.. THIS DOCUMENT HAS BEEN FURNISHED IN CONFIDENCE, AS PART OF KIRTLEY-COLE'S EXCLUSIVE RIGHT TO DESIGN AND BUILD THE PROPOSED PROJECT. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT WHATSOEVER, EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY KIRTLEY-COLE. ANY PERSON, FIRM, OR CORPORATION RECEIVING THIS DOCUMENT, HOWEVER OBTAINED, SHALL BY VIRTUE OF THIS NOTICE BE DEEMED TO HAVE AGREED TO THE FOREGOING RESTRICTIONS AND THAT THESE DOCUMENTS WILL BE HELD IN TRUST AND CONFIDENCE SUBJECT ONLY TO THE PRIVATE USE EXPRESSLY AUTHORIZED BY KIRTLEY-COLE. KIRTLEY-COLE IS NOT RESPONSIBLE FOR ANY COSTS OR IMPACTS INCURRED BY ANY PERSON, FIRM, OR CORPORTATION USING THIS DOCUMENT FOR ANY PURPOSE, UNLESS AUTHORIZED IN WRITING BY KIRTLEY-GOLF. VW J Q W �J Waz 00 � 0) F— W V zYZ W o _ > co F- W .. ZQZ —�O LL F- 0noz wQw 0 a� U c� acl) V V W z KIRTLEY COLE msm� X102 LOTH Str«t Po BOX iris Snalwaisk WA NM TW 3SON -3R6 Fax 36D N8-7M C-STORE ELEVATIONS Date: 7/6/98 Project Na: 97038-1 Designed By. I N IBA,G Stamp Sheet bzv. , C%%y C 'f Q Of 50UTN ELEVATION 1/8" = r—o" cF PRINT 6 22"x341 FORTH 5L,5VATIC., /8" - I'—O" (IF PRINT 15 22"x341 EAST ELEVATION I/8" = I'-O" (f PRINT 15 22"X34'7 N 0 VEST 5LZVATIOI` /8" = I'—O" (IF PRINT 15 22"xW) 5XT5RIOR 5L,5VATION NOTES 1. 8" pre -colored (light grey) split face CMU. 2. 8" pre -colored (dark grey) smooth face CMU. 3. 1'' insulated safety glass in clear anodized aluminum storefront framing. 4. Prefinished metal gutter and downspout typ. (green) 5. Indicates future sign by Tenant 6. Overhead door 7. 1" insulated glass in clear anodized aluminum storefront framing. 8. Metal Roofing (green) 9. Facia Material (green) 10. Clear anodized aluminum storefront door 11. Exterior metal door 12. Exterior lighting LA 4 Facia Band signs (3'-0" x 15'-0") Area = 180 sq. ft. 2 Logo Sign (double sided) (3'-6" x 17'-6'') Area = 122.5 sq. ft. Total sign sq. ft. = 302.5 sq. ft. CAMP ELEVATIONS us- = r-o• (IF Ptw-r F5 22•x34") 5IC7N ELEVATION /8" = I'—O" (IF PRINT 15 22"x34'7 /�4 o� Qa o Q U C C ommU o M0000 4- 4 U) o-o-0-o-0 0-Q)Q)Q)Q) �coU)C/)U) t-- U W U ff ¢ W F- V) z Z aw U w n N011V80d800 301A�SS 1VN01SS��dd V 1 � ] y_ L VS < O L13 LU < Q._, i-- V �> CS < LB Q) U C: C� c m m ro `Q O X LL m rn 0 CU O m a Cr 0 0 W w 0 W Z gcc 2 r Revisions No. Date Description uC� or QA; L— Project Director Approved By M.L.B. Project Architect Checked By A.G.O. Job Captain Drawn Byy J.-A. Project No. Drawing No. 97080 A3*1 Date 7-07-98 a 00 rn r � � C13AI-90 z I 3: NO-IN3a 3o A_L10 oR�lh-1°e'V-Id -LN3VddOj3/3(3 p Q ry cf) LIJ oY 10 _z m b @ � < U o ^^J n Q C CONCRETE SWALE W/ z z _ FIBERMESH REINFORCING Q ,Q 1 /2" MIN n- ci:� c— 1 1 2 MAX NE 1/4 SEC. 24 ,TV1P.23 N ,RGE. 4 E ,W.M. 5 1 /2" 1 /2" R 1" R 4- ° 4 PAVEMENT ° - 6" EXPANSION JOINT 5" * / 0.02 FT./FT. i 4 0.05 FT 2 � �ro`y ALTERNATE 1 SIDEWALK AND PLANTER STRIP 2 (TYP) /TVfI� 411 �o c �A DRIVEWAY OR ALLEY SEE ZONING CODE FOR FOR MAX & MIN WIDTHS L-10" COMMERCIAL ZONE ?J� 6" RESIDENTIAL ZONE W -0d TOP OF CURB/�' F= I � b. . . ° p' 4 p' L AT APPROACH 40 \ v 4 O L-LiQ /� ,. 4 .. ALTERNATE 2 A p ° ° ° s e 4 ° a. ° 4 4 < d ° 4 4 4. ° CEMENT CONCRETE /�. Z W z 4e 4 d° 4 SIDEWALK SIDEWALK NEXT TO CURB 10" COMMERCIAL ZONE Q ° ' a (NO PLANTER STRIP) 6" RESIDENTIAL ZONE LJ . a N W - THICKENED BASE OF CURB & GUTTER W z W 18" 7 1 /2" TO MATCH APPROACH THICKNESS d Q NOTES: ON COMMERCIAL APPROACHES. (TYP) LIJ 1, DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL (Y NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE 2-1/4" DEEP. * NOTE: TOP OF LIP AT DRIVEWAYS. 2. 1/2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH, AND IN CURB/GUTTER TO DUMMY JOINTS. L 3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED. w 4. ALL JOINTS SHALL BE CLEANED AND EDGED. U 5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED W INTEGRAL 1 CONCRETE SWALE 2 CEMENT CONCRETE BARRIER CURB g CEMENT CONCRETE CURB AND GUTTER 6. SUBGRADE�COMPACTION ITH RSHALL BED CURB S95% MODIFIED PROCTOR. OE a 3:Q R 3 NTS — GAS PUMP AND S NTS — INSTALL WHERE SURFACE 3 NTS — INSTALL WHERE SURFACE FLOW 7. APPROACH CENTERLINE TO MATCH THE DRIVEWAY/ALLEY CENTERLINE. THE APPROACH WIDTH WILL BE 10' WIDER THAN THE DRIVEWAY/ F)w TANK FARM FLOW IS DIRECTED AWAY IS DIRECTED AT FACE OF ALLEY WIDTH. W ` ISLAND PERIMETER FROM FACE OF CURB wG F__ _ CURB (� 20' WIDE ACCESS EASEMEN I '' -0 ` — FOR BCNEFIT86 OF PARCEL A _ � / WATER MH � REC. NO. 8602280930. m E \ SEATTLE METRO SSMH ___._-- T' T .>P 17.07 E RIM=13.52 TOP OF / -- a'iV \ Ii�1V=2.12 (IN E, 12" CONC.) VALVE 1 22 � Y � ���-- INV=2.02 (OUT 12" CONG.) 1 ; / _-- y o O SEATTLE METRO SSM! 7 W/LOCKING LID O J RIM=14.02 GRAPHIC SCALE INV=NO ACCESS N 25 0 25 50 100 ADJUST RIM TO ! w L=18. 00 wE ',CCEss t S _ t Q u� 7-1 INCH =50 FT. �SOJSS\083��20gp0A 1 ' y�-- -_' J G \ � tf' 1 ` PUGEZ EAIAEN' IF. Q o '9L a -77 -� •6 t ; 1� HIGH CK �n ADJUST EXISTING ^II oZ/-- (Po`r _"_ SD RIM AND •- <g �y - GRATE ELEVATIOON-^S, — - 11• PRDPOSED, _ _ 1 I ='' 18• ENTERPRISE) CAR r IT w RENTAL QA G��E N C Y PROPOSED 0 S F!. 5 FUTURE QSPACE _ ' _ p _C - , 440 S FT-"�' y TOP OF EXls fIN UIj---- �' __ - cB x S TR U C T E 1 .3 A ' ; ' ' ( 1 2 _ _ - 5� X ) / S�--- o �. �/► - fr .. o � ,/-" USE 2:1 SIDE SLOPES -- LOCATE R LOCATE SWALE--AS--, 1-1 H AS POSSIBU_rON PRO � d _ 0 2 gyp. - IM - CONSTRUCT CCRETE 1� •� o I ^ �/! - - ' _ 3' BREAK IN CURB FOR SURFACE > $1 _ �_ a _- �f - DRAINAGE FLOW. CONSTRUCT 3' WIDE APP�-A t 0& DRIVEWAY •t � � 12 DEEP ROCKED SPILLWAY TO 5`�E DTAI1=�4, 1'�IIS S{=BEET ! i ®.f �''�- /' BOTTOM OF WATER QUALITY SWALE. WIDTH AS INDICA ED _, 8.4 i. Y -`` - �.. �—ADJUST EXISTING „ - // SD RIM AND USE 2 TO 4 QUARRY SPALLS. . FF 18. 181 r'�=--- _,C'fr: GRATE ELEVATIONS f , ROPOSE - - `� 1'�05 SOFT.) E ��- CONSTRUCT CEMENT CONCRETE APPROACH FOR DRIVEWAY 1a. ���-` SEE DETAIL 4, THIS SHEET o - --'� �� P0�'_-may. / WIDTH AS INDICATED ♦ - -'- G� w � i �04 WAS CONSTRUCT APPROXIMATELY 26OLF �� CONCRETE SWALE AROUND PERIMETER RFct� OF PUMP ISLAND CONCRETE SLAB'SIONu� SEE DETAIL 1 THIS SHEET SLOPE 1 ° CONCRETE SWALE TO DRAIN TO EXPIRES 05-07-�9 o OIL/WATER SEPARATOR 7 -31 w 6' MIN = U OQ 2 (T�) Y � 00 a mQ �� f --18„ CURB AND GUTTER SHOWN " HOWEVER, OTHER CURBS SEE DETAIL A MAY BE USED. (SEE STANDARD PLANS) SE. CT1 ON A- A 6" JOINT - 3/16" SCORE LINE Ef:E - --i 18" DETAIL A APPROACH WITH MONOLITHIC CURB SEE NOTE 5 4 CEMENT CONCETE APPROACH 3 FOR DRIVEWAYS AND ALLEYS Y p ADOPTED CITY OF RENTON STANDARD PLANS LW DATE: 12/96 DWG. NAME: FR01 N SP PAGE: FOOf 3" COMPACTED/ROLLED DEPTH CLASS B ASPHALT 3" COMPACTED/ROLLED DEPTH CRUSHED SURFACING TOP COURSE 6" COMPACTED/ROLLED DEPTH CRUSHED SURFACING BASE COURSE \�\/j SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY. IF COMPACTION CAN NOT BE OBTAINED, ADDITIONAL GRAVEL MATERIAL. MAY BE REQUIRED. ONSITE PAVEMENT NTS American Engineers - Planners Surveyors Engineering 4032 148th Ave. N.E. Corporation Redmond, WA 98052 PHOIJE (206) 881-7430 Fax (206) 881-7731 NININJAIA DEPT. �lv h� r-\V iJ1-T NE'� 24 m"m 23 4 SCALE: III = 1001 __ 85473� � 4< see -/5- ev- s6+G, oz f 1 4 Y 1 O 1324.76 6b45510 . c 3 t 1, ?,3B•7/ e�oZtr82sde-/5-00 S7z.73 S.W. 7T•H ST. 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'�- ' U I �36.)7!= — �, 54 W .ors Meru. of ,P1.4 • v ,V. Min . v 3 Qor�2yy 3� V 6 P� 0 ,v S.W. /6TN 5T fYom hI- G.r of �� 2 3 - p `?6 `F G ` �� ! � � t2fr I /95 -- /95 -- �f/GLMArV.S EA tiNGToN �r r15 LYr/ NO•/ 13 /83.82 �_ /85 ° ; — _, ZO 4% - �C 9 .,�� /+/ ram: This .�7ep /'s basearorl a sAiivey=cor��� under - Y MAP REVISED 8-z7-96. i \tl rl o N N N U �-- i 2 C o lie Z N ai LJ. 1 ,-��(-/oZ6:9 I ni 4. Z i v6 a� V 03 G i� CU a- 0 4- G Nf W4o 9 9 I L, 9 \N,A/V YM3 OIL1 WATER SEPERATOR ❑ CATCH 13A51N O 55 MAN tOLE a ',NATER MANHOLE ® SIGNAL CABINET 'C FIRE HYDRANT M GATE VALVE ® ELECTRIC BOX BLOW OFF VALVE A ORIGINAL GRADE ELEVATIONS /!_Dr1T CI i:.S lh TI/'1Air 5 M E, W caic) "W2 A it 60t*Z, r 3LOW OFF vAi.vE r"VE Mf W WATER MH TOP l7.07 TOP n;= VALVE 11.22 �5�oa tiZb100\ .,• - }' Wit- . �• • } r' . z' .� . •.t. -` -" .l�. -�.�� V -.�.- "'�...� `y�l... + 'i - . t . ! •'�1 .} .. 1-' .. - .^'t. -.. %.P-fit ,'.. }'..: _ ,,• :}.'. '}' ,.' - :} t .t - 10' LANP5 AG PE >3UPI=ER (EAST StGTION) .�- 3 ' �;,�' V _ _ � •i. +�'j :LS : ' �s' z -'�} i ' r� - t :l. � . 1'.. � - ✓ x i n 1� J\ 0 EXISTING SECONDARY OVERHEAD POWER LINE, (TO BE BURIED ACR055 THE SRTE). EXR5TING OVERHEAD MAJOR POWER L-INE TO REMAIN a PROP;- to :77 -,::::� AN I `iI v / 1 . Indicates bu i I d i ng out i i ne .. ....:..��y � � Light pole 0..2� AN, 3. Tank farm. �'r 4. Trash Enclosure 305zO' LANDSCAPE Canopy and gas pump location Min. .radius 2 at curb unless otherwise indicated. 20' �ILDING SETBACK 7 . Enterprise street s i n a 8. New contours g ge ee0%v. 9. Existing contours 10. Chevron street signage 1:; ITF P1 AN INFORINATION ERlNG LANDS PE URGER � _ 1. Total square footage of the site: 2.74 Acres = 119354 sq.ft. /. Parking Proposed FROM 20' TO 13, M . ( c ON) q g Convenience Store/ Gas Station parking: 9 - 9'-0 standard stalls W 20' BUILDING 2. Wetland square footage: 0 sq.ft. 1 - 12'-O" handicap stall ` - 51,W t 5E73AGK /' Total Convenience Store/ Gas Station parking: 10 parking stalls r 'w ��Qg1' i 3. Landscaping square footage: p g p g proposed Natural Landscaping for Wildlife: 6590 sq.ft. (5.5% of site) Enterprise Car Rental/ Sales: (w/o expansion) 48 - 9'-G" standard stalls Maintained Landscape area: 23013 sq.ft. (19.3% of site) 34 - 9'-0" dbl parked stalls Total square footage of Landscaping: 29603 sq.ft. (24.8% of site) 10 - 23'-0" parallel stalls Building square footage: 64 _ 8'_6„ compact stalls _ 12 handicap stalls Convenience Store/ Gas Station building: 1305 sq.ft. Total Proposed parking: (w/o expansion) 168 parking stalls proposed % ter, Enterprise Car Rental/ Car Sales building: 5250 sq.ft. EXIST�tti� .,\ti5R I-IIN5 Enterprise Future Ex ansion: 4480 sq.ft. Enterprise proposed parking: (w/ expansion) 46 - 9'-0" standard stalls Totalbuildingsquare footage: 11035 sq.ft. (9.3% of site) P P P P 9 P 34 - 9'-0" dbl parked stalls 5. Pavement 10 - 23'-0" parallel stalls square footage: / 44 - 8'-6" compact stalls Existing Impervious Surfaces: 0 sq.ft. 2 - 12-0" handicap stalls New Pavement: 744Total sq.ft. Total Proposed parking: (w/ expansion) 146 parking stalls proposed New Sidewalk: 4101 sq.ft. M New Building: 11035 sq.ft. 8. Allowable building height: N/A rOvv�R RELOGATRO Total Impervious Surfaces: 89751 sq.ft. (75.2% 9. Proposed buildingheight:' 19'-11, P q. of site) 10.Building se g g setbacks required by code: 20'-0 6. Parking Requirements 11. Proposed building setbacks: 20'-0" ., Convenience Store/ Gas Station: 5 stalls/1000 sq.ft. of building 12. Current zoning: CO - COMMERCIAL OFFICE *� 50 305 sq.ft./1000) =6.53 (7) 13. Proposed zoning: -MEDIUM INDUSTRIAL IM '�, . Enterprise Car Rental/ Car Sales: 1 stall/5000 sq.ft. of site 14. Construction type: IM E- 6- 1PI N NI '01 119354 sq.f t./5000 =23.87 (24) Enterprise Office required parking: 4.5 stalls/1000 sq,ft. of building I" = 40' (IF PR ANT 6 22 X34) � � � 4.5(5250 s . f t . / 1000) =23.63 24 Enterprise Future Expansion parking: _5 stalls/1000 sq.ft. of building CR?APHIC SCA.IZ ► 4.5(4480 sq . f t . / 1000) =20.16 (21) 20 O 2' 4' W Total parking required: (w/o expansion) 55 parking stalls required Total parking required: (w/ expansion) 76 parking stalls required o f L ^ Q i N�C_+L U c li >�� 7 L Q O m m U i L 0000 L L L 0-0-8-S-0 a- N N v N rr��0(n I SO U) t w I 0 tL Um W ALL 0 N I' 1! /I� � cU V U ru 11 UJ 0 �J III o w Q � o 12 h V) LL cc Z \ \ �' Z d 0 Al w Z cc voLv80&DO a31A�P_s �vNMSss ad v < I I a!f< a- }�-- i � � I i s Revisions Nic: Date Description 1 I I I ( NNING R `GpM E�.1T NN EO �C I I I C►V OF Project Director ved By I MLB Project Architect Checked By Job Captain Drawn By JPA Project No. Drawing No. R 1. 1 Date EXTERIOR COLOR LEGEND Revision No.: Date: MARK DE5GRIPTION OGOl_OR: L16 4T GRAY (6Y-450) OGOLOR: DARK 6RAY (6Y-210) COLOR: 13LuE (13L-370) OCOLOR: RED (RE-360-5) OGOLOR: H41TE (H4-835) OGOLOR: BLAGK "CHEVRON" LETTER5 MART" LETTER5 ALL LETTERS TYP. COLUMN L" LETTERS COLUMN GLADD I NCB CHEVRON C-78 POLE SIGN ELEVATION SCALE 1 /8"=V-0" THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO THE PROJECT ARE AN INSTRUMENT OF SERVICE AND THE COPYRIGHTED PROPERTY OF KIRTLEY-COLE DESIGN/BUILD, INC.. THIS DOCUMENT HAS BEEN FURNISHED IN CONFIDENCE, AS PART OF KIRTLEY-COLE'S EXCLUSIVE RIGHT TO DESIGN AND BUILD THE PROPOSED PROJECT. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT WHATSOEVER, EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY KIRTLEY-COLE. ANY PERSON, FIRM, OR CORPORATION RECEIVING THIS DOCUMENT, HOWEVER OBTAINED, SHALL BY VIRTUE OF THIS NOTICE BE DEEMED TO HAVE AGREED TO THE FOREGOING RESTRICTIONS AND THAT THESE DOCUMENTS WILL BE HELD IN TRUST AND CONFIDENCE SUBJECT ONLY TO THE PRIVATE USE EXPRESSLY AUTHORIZED BY KIRTLEY-COLE. KIRTLEY-COLE IS NOT RESPONSIBLE FOR ANY COSTS OR IMPACTS INCURRED BY ANY PERSON, FIRM, OR CORPORTATION USING THIS DOCUMENT FOR ANY PURPOSE, UNLESS AUTHORIZED IN WRITING BY KIRTLEY-COLE. uj ■ Z •C[ J Q � J Q �J Waz 00 W (3 Q ~YZ W Q �— > O 0) Q F- ad Q W �L Z Q Z L1J O r F- MlL cf) Q Z Q W Q W co U � Q U LL U Z W Q Z 0kL ::�' Ly KIRTLEY COLE MSM� EM LOTH Street PO Box "9 Snohomioh, WA 9M Tel '4eon&-3f5 Fax 3WWG@ 7W -J&*roolsAom POLE SIGN ELEVATIONS Date: 7/6/98 Project Na: 97038-1 Designed By. EJ G Stamp �lv--7 Or AUG 14 11\s1�3 rlE:c , Sheet of EXTERIOR COLOR LEGEND Revision No.: Date: O N N lz I m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ O O O 4 \ \ 2 \ \ O O O \ \ O O O O \ -----------------------------------------------------------------------------\ FLOOR PLAN SCALE 1 /8"=1'-0" SOUTH ELEVATION (NORTH ELEV. SIM) SCALE 1 /8"=1'-0" MARK DE5GRIPTION OGOLOR: L16HT 6RAY (6Y-450) OCOLOR: DARK GRAY (6Y-210) OCOLOR: BLUE (13L-37o) OGOLOR: RED (RE-360-5) OCOLOR: WHITE (M-835) 1/2" WHITE PRE -FINISHED A.G.M. 11NATED WHITE "GHEVRON" BY OTHERS /RON SPANNERS AND DISPENSER PHIGS BY OTHERS COPYRIGHT NOTICE THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO THE PROJECT ARE AN INSTRUMENT OF SERVICE AND THE COPYRIGHTED PROPERTY OF KIRTLEY-COLS DESIGN/BUILD, INC.. THIS DOCUMENT HAS BEEN FURNISHED IN CONFIDENCE, AS PART OF KIRTLEY-COLEUS EXCLUSIVE RIGHT TO DESIGN AND BUILD THE PROPOSED PROJECT. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT WHATSOEVER, EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY KIRTLEY-COLS. ANY PERSON, FIRM, OR CORPORATION RECEIVING THIS DOCUMENT, HOWEVER OBTAINED, SHALL BY VIRTUE OF THIS NOTICE BE DEEMED TO HAVE AGREED TO THE FOREGOING RESTRICTIONS AND THAT THESE DOCUMENTS WILL BE HELD IN TRUST AND CONFIDENCE SUBJECT ONLY TO THE PRIVATE USE EXPRESSLY AUTHORIZED BY KIRTLEY-COLE. KIRTLEY-COLE IS NOT RESPONSIBLE FOR ANY COSTS OR IMPACTS INCURRED 13Y ANY PERSON, FIRM, OR CORPORTATION USING THIS DOCUMENT FOR ANY PURPOSE, UNLESS AUTHORIZED IN WRITING BY KIRTLEY-COLE. UA J /Q U c-foD O � w Z U> Q J Q Q ..J WQz DO ,Q �wz pC z < - wo= ~ > Q Q 06 Lu cn > � wQ .. w z�z O � w H oc z O wQLu o� cl) Q LL U Z w z 011L LJ a If KIRTLEY ....._ ,. COLE DESM/BILIM UM 10TH Stoat Po Box 178 Snahomieh. WA 88W Tel 3806W3176 Fax 38OW8-7M wwwJ&d&y-oo6,mn CANOPY FLOOR PLAN/ ELEVATIONS Date: 7/6/98 Project Na: 97038-1 Designed By. EJ G starry 'o, ��/,, 1 sheer of LEGEND SYMBOL COMMAN NAME BOTANICAL NAME QTY SIZE TREES SUNSET MAPLE ACER RUBRUM 'RED SUNSET' 11 2" CAL. - CHANTICLEAR PEAR PYRUS C.'CHANTICLEAR' 9 2" CAL. ® HOGAN CEDAR THUJA PLICATA'FASTIGATA' 2 8-10' o DAWKI BEECH FAGUS SYLVATICA'DAWYKII' 2 8-10' OVINE MAPLE ACER CIRCINATUM 3 5.5 W( WESTERN RED CEDAR THUJA PLICATA 10 7-8' SHRUBS OTTOLUYKEN LAUREL PRUNUS L.'OTTOLUYKEN' .10 21-24" t BURNING BUSH EUONYMUS ALATA ''7 24-30" O JAP. BARBERRY'CRIMSON PYGMY BERBERIS THUNBERGII'CRIMSON PYGMY 135 5GAL CM ILEX CRENA fA ILEX CRENATA 20 3GAL REDTWIG DOGWOOD CORNUS STOLONIFERA ,7 24-W' ® PORTUGESE LAUREL PRUNUS LUSITANICA 30 5GAL GROUND COVERS VIBURNUM DAVIDII VIBURNUM DAVIDII 425 1 GAL /24" OC I ENGLISH IVY HEDRA HELIX 446 4" /24" OC XWO MED PINK HEATHER ERICA C. MED PINK 40 1 GAL /24"OC \ KINNIKINNIC ARCTOSTOPHYLOS UVA URSI 560 4" /24"OC 4 LU Z i I- - 40' GR F IC SALE 20 1 WGht - 4CFT. PIP- I N1.111 iiiii* �nw>� cq r-,c F� - � k4oj.b,� , COMMERCIAL LANDSCAPE PLANTING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL OTHER SITE IMPROVEMENTS PRIOR TO STARTING LANDSCAPE WORK 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE GENERAL CONTRACTOR AND OWNER OF ANY DISTURBED UTILITIES. (LOCATION SERVICE PHONE: 1-800-424-5555) F 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL UNTIL FINAL INSPECTION AND ACCEPTANCE BY THE OWNER OR HIS AGENT IN WRITING. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER. SPACING FOR PLANTS AS STATED IN THE PLANT SCHEDULE AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE ON CENTER DISTANCES SHOWN ON THE PLAN OR IN THE PLANT SCHEDULE. WHERE GROUND COVER ABUTS CURBING, WALKWAYS, SIGNS OR POLES, MINIMUM PLANTING DISTANCES SHALL BE j 12" FROM CENTER OF PLANT TO CURB, WALKWAY, ETC., MINIMUM PLANTING DISTANCE SHALL BE I 14" FROM CENTER OF TREES. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. I E IS TO BE WITHIN I/IaTH FOOT AS PROVIDED BY OTHERS. j � r 8. MINIMUM 4" DEPTH, WINTERMIX, TOP SOIL IN ALL PLANTING BEDS. 9. MINIMUM 2" DEPTH WINTERMIX, TOPSOIL: IN ALL LAWN AREAS. 1 10. MINIMUM 2" DEPTH MEDIUM GROUND BARK MULCH IN ALL PLANTINGIBEDS, 1t 1. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER j MANUFACTURERS RECOMMENDATIONS. \ 12. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. 1 GENER L: All plant materials furnished shall be healthy representatives, typical of their species or variety 1 and sh II have a normal habit of growth. They shall be full, well branched, well proportioned, and have a vigoro s, well developed root system. All plants shall be hardy under climatic conditions similar to those n the I lity of the project. es, hrubs, groundcovers: Quantities, species andvarieties,. sizes and condition as -shown on planting n an project plant list. Plants to be healthy, vigorous, well foliated when in leaf, free of disease, injury, in ts, ecay, harinful defects, all weeds and weed roots. NO SUBSTITUTIONS shall be made without wn ap roval from the landscape architect. d � ___ ---- UB AND TREES A- MINIMUM OF 36" FROM CURBS TO ALLOW FOR CAR OVERHANGS � 1 v HEEL STOPS ARE PROVIDED AT EACH PARKING STALL. AREAS TO MEET STANDARD PRACTICE OF INSTALLATION. 15. A ST FOR ALL PLANTING AREAS. POP-UP SPRINKLERS ON TRIPLE SWING JOINTS ON RINKLERS INSTALLED ADJACENT TO CURBS OR WALKS. BIDDER DESIGN COVERAG LAWN AND BED SEPERATION. AN IRRIGATION WILL BE COMPLETED WHEN PE. PLAN HAS APPROVED 16. No EXISTING VEGETATION ON.THIS SITE TO PRESERVE LANI>SGAF5 INFORMATION 1. Total square footage of the site: 2.74 Acres = 119354 sq.ft. 2. Total Landscaping required: 2% of site = 2387 sq. ft. 3. Proposed Landscaping square footage Natural Landscaping for Wildlife: 65,90 sq.ft. (5.57 of site) Maintained Landscape area: M45 sq.ft. of site) Total square footage of Landscaping: Mo3 sq.ft. (24.6 % of site) a. H r V� U t , I �-1 W I-M i Q Z W a. 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M) 2 Sp , ` al.e•. •�d}3g .. 30 j�J „ 30 -1344�/ds ENp t' h GS G2 i20 leg- 37-57E 257 VS7-77_5Oe ?O/.IS 65.114 te.f �� r.rr T r � a 2�-Zl ,�� _ /rEF SUR✓ BS/P7 20/1G90oz— - 11 _ 3 SO ••s+ 9. 90'� ., ant .�� .. �A�U . f1 S.1(i. 16 T H ST. o\ LO ZO' 20' L V 5YMB0l.5 OIL/ WATER 5EPERATOR 0 CATCH 3AelN Q 55 MANI•tOLE ® WATER MAMIOLE ® 516NA1, CA3INFT '0 FIRE HYDRANT M GATE VALVE ® ELECTRIC 3OX 3L0W OFF VALVE n IT M-552 HIO �H E,:p'Jr s ue) i Ir I&OCM0 31.OW TOP OF VAL,VF- 11,22 10 • - �`..\ ?. �:,�„ss:��' - _� --'f'N ......,..,. - _ _ � i ' \. "�•--.i*i. �•_. .•�}:• -.�•.: 4'. L '.��: - t .}'.'• �U�. � -: �,l,��ri:". � �- .'i.' -. . r-. .a. ". a .' "., � � _ .b / / i / (EAST 5EG � ` :�.�,�' --- �- l t'.' t t5' R : t•: p�, i t• � i" � '�t . . t \ � i :•.t'::. . i.�,. •.�'� `l.:•. { .'jr •.�. .'•�..-• . \`i+. - '�' . •. 4 s / PRO Y CA - It `�' ` � .-�' " 0� 25• � �'� ©'fir'- �.-� l305 5 3 5`�' 1 DSGAPE 3L 1, c,E5 1, T 5. P ILA N I" = 40' (IF PRINT 115 22X34) GRAPHIC 15CAi..E 20 0 20 40 50 10+ h-4CFT. 2 7/. FROM ZO' TO 13' 1 20' 3UILDING 5E73ACK h E bb � \3Qq� `y �/�� EXiSTi'�� POKER UNE PO'vER RELOGA 1 2 3 amerEr F I 4 5. ITS F! AN INF1')-01 �,M ATln� Total square footage of the s -e: Wetland square footage: Landscaping square footage: Natural Landscaping for Wildlife: Maintained Landscape area: Total square footage of Landscaping: Building square footage: Convenience Store/ Gas Station building: Enterprise Car Rental/ Car Sales building: Enterprise Future Expansion: Total building square footage: Pavement square footage: Existing Impervious Surfaces: New Pavement: New Sidewalk: New Building: Total Impervious Surfaces: 2.74 Acres = 119354 sq.ft. 0 sq.ft. 6590 sq.ft. (5.5% of site) 23013 sq.ft. (19.3% of site) 29603 sq A t. (24.8% of site) 1305 sq.ft. 5250 sq.ft. 4480 sq.ft. 11035 sq.ft. (9.3% of site) 0 sq.ft. 74415 sq.ft. 4101 sq.ft. 11035 so.ft. 89751 sq.ft. (75.2% of site) 6. Parking Requirements: Convenience Store/ Gas Station: 5 stalls/1000 sq.ft. of building 5(1305 sq.ft./1000) =6.53 (7) Enterprise Car Rental/ Car Sales: 1 stall/5000 sq.ft. of site 119354 sq.ft./5000 =23.87 (24) Enterprise Office required parking: 4.5 stalls/1000 sq.ft. of building 4.5(5250 sq.ft./1000) =23.63 (24) Enterprise Future Expansion parking: 4.5 stalls/1000 sq.ft. of building 4.5(4480 sq.ft./1000) =20.16 (21) Total parking required: (w/o expansion) 55 parking stalls required Total parking required: (w/ expansion) 76 parking stalls required EXISTING SECONDARY OVE1Rf1EAD POWER LINE. (TO 3E 3URIED AGRO55 T1E SITE). EXISTING ObtRl tEAD MAJOR PO�V_R LINE TO REMAIN .©' �17;=.60/ 1. Indicates building outline 2. Light pole 3. Tank farm. 4. Trash nclosure 5. Canopy and gas pump location 5. Min. .radius 2' at curb unless otherwise indicated. 7. Enterprise street signage 8. New contours 9. Existing contours 10. Chevron street signage 7. Parking Proposed: Convenience Store/ Gas Station parking: 9 - 9'-0" standard stalls 1 - 12'-0" handicap stall Total Convenience Store/ Gas Station parking: 10 parking stalls proposed Enterprise Car Rental/ Sales: (w/o expansion) 48 - 9'-0" standard stalls 34 - 9'-0" dbl parked stalls 10 - 23'-O" parallel stalls 64 - 8'-6" compact stalls 2 - 12-0" handicap stalls Total Proposed parking: (w/o expansion) 168 parking stalls proposed Enterprise proposed parking: (w/ expansion) 46 - 9'-O" standard stalls 34 - 9'-0" db1 parked stalls 10 - 23'-0" parallel stalls 44 - 8'-6" compact stalls 2 - 12-0" handicap stalls Total Proposed parking: (w/ expansion) 146 parking stalls proposed 8. Allowable building height: N/A 9. Proposed 'building height: 19'-1" 10. Building setbacks required by code: 20'-0" 11. Proposed building setbacks: 20'-0" NWNG 12. Current zoning: CO - COMMERCIAL OFFICE \,P 13. Proposed zoning: IM - MEDIUM INDUSTRLAL,!,S1A N 14. Construction type: VN o�E�`�y ov- c 199 o •� >_ 0 1 Q _. U c C -.00c LDo OmmU W0000 Q-07C)-0 nQ)Q)Q}� �cncoU'Go a�LL)T W � 0 ffi P i�Cr till UJ o cc p \� W r > H Cr w z � w ��V w � Z cc � 2 Nod Lvaodao� 3DIA�9s _IvNOISSa! Hd v LLB i LLB < OL Ui C a� 0 U 0 Revisions No, Date Description i 1 I Project Director MLB Approved By Project Architect Checked By Job Captain Drawn By JPA► Project No. 11080 Drawing No. A It 1 Date-1 I 5-24-98 00 m cc CV T a) a) U O 00 O rn r- o� CU i a a) +-J 0 `11 ffAru WATER MH j�A\�ff�i{\T� f�//J�/) � �v z . rr gi W p TOP 17.07 I T ► � Ali/ �/ � ��� � 5J'P Eix .3 'ew«w.eow• TOP OF OIL.! WATER SEPERATOR SLOW OFF V LVE VALVE i1.22 ❑ CATCH BA5lN � ® 55 MANHOLE / F N'ATL_N MANHOLE ® 51GNAL GABiNET 'C� FIRE HYDRANT D4 GATE VALVE ® ELECTRIC BOX - 'M v�y5 BLOW OFF VALVE w111L yy,C�, uH oQ,RWA4 02 ORIGINAL GRADE ELEVATIONS STING �FGONDARY OV5-RM5_AD tSPOT ELEVATIONS) �� '- -�t ;,f j EPy t A �°'" �� �.r� � 20' N� , AGGE 5 DR1VE /- EX! ,•� `�� ' `� POWER LANE. (TO 3E BURIED o-a 1_16HT POLE c' " ;� : � ;r TE � t. `r I f � "�. - " � ";�: , . - 8% �R• E ! _ , / AGR055 THE SITE). WA ER ME R ' _ -" �� y� r 2. �1p 10' 3UILDING 0 ,, -, .. -I•p �:�`� - ��"' - � SETBACK d n DRAINAGE, DIRECTION OF i _ u IIJ f---• _ - ",��:�TM'"°`. ,,,.;,e.; . per-' p .. •..: , : -.`"� .. • .,�, , • '-• : ��. � !'" �. I }., _ ✓ �: --� ` �: y N `. ; " EXISTING OVERHEAD MAJOR POWER L1NE TO REMAIN . t ' t.' t / i � C w p i -ay.. I I'-�,q VM"r' ,�.w-,.-;" �V:�' :(r/. ..:�•M�"J�.a vi.� 1',�- S .�:�`�..: `='C(1 ` 1 ...•dd � �t .. : - . . =i°� •� �R �- l? 15' LANDS APC � G A n" L f d . tF ` l -1- A J 1 :1 .c �• wi .a ! .0 .t . i P2-�.. 3• . ..3t� �."°'" �•� _ ... - . .. • ..... ., �., . .. • �•' � : ' a,. � 'fig ✓ ,�' .�✓.- .off. �✓� `�.' 'r� t::': r�' :� :,• ;,..'•'t::�'�<.. r. � � �.,- �� :F I {Y t � - +� t bpi+ «P J � .S J ��• 2t' 2 V ' _ L -i• f 1 .4.. •'w' 7 .ice'. :.��.. t• � t. . a• .'Y. ' #' t,, t i Y gym} � 2 �r, . t �•_ •�t� G. t k ti k �r >n M P_ w. ✓ _ 'r .• .�^"` � ! .•._'"-�, '.i'- .'.i'-_ - 1. _ Ir \,,. .__._....... ' ''G •. F--„__.... Ln; 4. : f .:� - .� .Y� � _ _ :-1'�4 �� i .l. - . t - . � t .' • : �. • tt ..t1�:�,,,�.�"''t� -'t• � �i .-�� � "- �J�•� t :�" -J. .1' t. fit. j•.• '�i . 't' .L•^✓`l' •E' � /� {•AEG .�. � i'.•Y. j•' . i . '.1 • •pY�` '"i. . t•.'.. l•''' _. i.. . Y .'�•. _ / � �' � i P '^f �q --------. -� __•.."� �1�{17 •_ jj( !: .` �; : -.t 1 ,'..t " k .; `:`:[ {V��� t.. •. ,;:,ice•^ . 'd.. , i •'i-- kt':•..i .,i : - [1� .� ,�� S \. -':i�'�. �: �••a '���:•�'-i' t. -j' tLt +'����-•' �-t"�...�- ..,, .t:: .Or. .t, .t' :�.5 ��- � i - i� - - ,�„�,,., -�� .€ � �•rr'.- :t:. }� •%1'-'...- • ..t.: .� . '��-,t.:.•t-' .�� :�i, t t r t. \•tip�- :: t'il' �,'r_"�.y�n-r. ,�,,:_°".a✓d�%"�'• "' /�i. s.-l.t,..�. ' is _ :' s _ ''' ��:•'kt.'•:':.:-fit" .iu1�•. ,... : Pk' r ;t. ' : .p.':.•: t1' .;q A' DPrU°fftR (EA5T 5tGT0N w rti ;,�'" 4 ..., _.�.�^"' �--- t ' t- • : t �. R ; :t - �• � It .t. • . i . . t .' ' ,�0 � / { mow"' 3 t � - •i. :iS. a'4• .t .L �1:t.' i w i :.: PROPERTY YP. LL .`._ cA` �L ,s=. ` �.(�}.:�dF,�...•. .y:'{b�• 32: �i3'-•�' ^;r��- _ _ \ � // 1, � -ter,. �. -•••� / / N 20' AND6GAPE BUf=f= R '' � '. • .:'.�: �: ,�-'' .. p 'Zr,�� 51. a 05 5 i:yr : �3 �� �v'v 20' L-A.NDSGAPE 3ufff R SECT a 20' I .i1LDING SETBAGK \ d, ��ti \ ,• w w / / 517E PLAN I" = 40' (IF PRINT 16 22X34) ZO O G ZO �40 80 I INGtt - 4CFT. c FROM 20EKING LANDGTO 13' M� PE . �U�ER ` 1 . Total square footage of the s i to : 2.74 Acres = 119354 sq. f t . 7 ' t 0N) W / 20'5UIL•DING 2. Wetland square footage: 0 sq.ft. \ �•�i � 5ET13AGK � �bp�G�q�' j 3. Landscaping square footage: 5 �3 ' t Natural Landscaping for Wildlife: 6590 sq.ft. (5.5% of site) Maintained Landscape area 23013 sg.ft. (19.3% of site) Total square footage of Landscaping: 29603 sq.ft. (24.8% of site) 4. Building square footage: o Convenience Store/ Gas Station building: 1305 sq.ft. Enterprise Car Rental/ Car Sales building: 5250 sq.ft. y EXISTING POWER LWNE _____ Enterprise Future Expansion: 4480 sq. f t . Total building square footage: 11035 sq.ft. (9.3% of site) "e. 4 5. Pavement square footage: Existing Impervious Surfaces: New Pavement New Sidewalk: T ) New Building: POWER RELOGA{10 Total Impervious Surfaces: 6. Parking Requirements: Convenience Store/ Gas Station: Enterprise Car Rental/ Car Sales: ! Enterprise Office required parking: IN '`Enterprise Future Expansion parking: I Total parking required (w/o expansion) Total parking required: (w/ expansion) 0 sq.ft. 74415 sq.ft. 4101 sq.ft. 11035 sq.ft. 89751 sq.ft. (75.2% of site) 8. 9. 10. 11. 5 stalls/1000 sq.ft. of building 12. 50305 sq.ft./l000) =6.53 (7) 13• 1 stall/5000 sq.ft. of site 14• 119354 sq.ft./5000 =23.87 (24) 4.5 stalls/1000 sq.ft. of building 4.5(5250 sq.ft./1000) =23.63 (24) 4.5 stalls/1000 sq.ft. of building 4.5(4480 sq.ft •/1000) =20.16 (21) 55 parking stalls required 76 parking stalls required 51TE Pf,AN NOTE 1. Indicates building outline 2. Light pole 3. Tank farm. 4. Trash Enclosure 5. Canopy and gas pump location b. Min. radius adios 2' at r curb unless otherwise indicated. 7• Enterprise street signage 8. New contours 9. Existing contours 10. Chevron street signage Parking Pr000sed: Convenience Store/ Gas Station parking: 9 - 9'-0" standard stalls 1 - 12'-0" handicap stall Total Convenience Store/ Gas Station parking: 10 parking stalls proposed Enterprise Car Rental/ Sales: (w/o expansion) 48 - 9'-O" standard stalls 34 - 9'-0" dbl parked stalls 10 - 23'-0" parallel stalls 64 - 8'-6" compact stalls 2 - 12-0" handicap stalls Total Proposed parking: (w/o expansion) 168 parking stalls proposed Enterprise proposed parking: (w/ expansion) 46 - 9'-0" standard stalls 34 - 9'-0" dbl parked stalls 10 - 23'-0" parallel stalls 44 - 8'-6" compact stalls 2 - 12-0" handicap stalls Total Proposed parking: (w/ expansion) 146 parking stalls proposed Allowable building height: N/A Proposed building height; 19'-11, Building setbacks required by code: 20'-0" Proposed building setbacks: 20'-0" Current zoning: CO - COMMERCIAL OFFICE Proposed zoning: IM - MEDIUM INDUSTRIAL Construction type: VN _� 5 - /1�216 �� c D C: C 0 O CID mU �000 L0o000 O0���� �Cl) Cf)u)co a cn Cl) 0 co w Q C , 0 U) X Q <U L_l_1 C\J 00 M T R Uco fElu f LIJ 0 Cr QLL Z 0 W I N Z Z W 7 cc z\QAP U CC W W Z Q W NOLVbodaoo 33{Ares _IdrOIssa id e F_ W Z d C1C 0 a2 C 0 U .s 0 Revisions No. Date Description i Project Director MLB Approved By Project Architect Checked By Job Captain Drawn By JPA Project No. 17050 Drawing No. All Date 8-24-98 40 y,.illilljllllllllill "" , Nh, SITE PLAN 0 to, r VENT R15EP. (1) 10,000 6ALLON V DIA. SUPREME UNLEADED (1) 20,000 GALLON �,,,.• 10' DIA. UNLEADED TANS,"'' EX FN C000� Q13 �VISID Y a ago- w fl ARE_ a8 z eoPL HERR: it LLJ LjLJ 1 79�E Ck0 w Z; r Q —1 z 4 L Z O (!I Z w ® "' LL CC O Lu Z 0 q< 4< S�ILEY C OL E o�<u�,�.11cn 1002 10TH Strool PO Box 1179 Snohnmlah, WA 98:31 Tel (360)888-3171i Fox (360)868-791.) www.kirtley- cola. coil �J PLAN AND DETAILS DATE I!/1Ile 'i PROJECT NO. 203-6 DESIGNER DAO SHEET 'I , F IRE Im tV MAR 27 ft I s Z 0 V) w a V) a a a 0 a a 0 0 J a 0 �- r CAI 0 N � N coo m W Sao � O� r___ 0) C/') C5 LJ z —1 � Q 0 � W J o Y O Q � � zz O0 0o cr� (n U Q � � z Q (D a-D:� CD ry LLj O :2E (/) LI J ILLJ LJ J co r-) ry z LIJ p Q� z LLJ zW Q OQ LLJ ry .L Qo a> a 0� N �c 0 �E 0-0 �Q Z w �a �o cE � L = N :3E ,E CN 0) c a0) L IIIII� z 0 > w o' 0 z a� ^ ZJ JO A-LJO ^^ INLET WfTH GRA STAKES FILTER FABRIC ASHED GRAVEL WATER DIMENT 12" TER FABRIC RGE,, 4 E W"M. � 24 TWP�2� f�9 NE 1 4 SEC/ 9 9 FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE F FABRIC OR EQUIV. NOTES: �-- FILTER FABRIC EXTEND THE FILTER FENCE/WIRE MESH BEYOND THE INLET OPENING 1 AT LEAST 18" ON ALL SIDES. PLACE 3/4" TO 3" GRAVEL OVER THE FILTER FABRIC/WIRE MESH. THE DEPTH OF GRAVEL SHOULD BE AT LEAST 12" OVER THE ENTIRE INLET OPENING. 2. IF THE GRAVEL FILTER BECOMES CLOGGED WITH SEDIMENT, THE GRAVEL MUST BE PULLED AWAY FROM THE INLET AND CLEANED OR REPLACED. 3. AN ALTERNATIVE APPROACH WOULD BE TO USE THE CLOGGED GRAVEL AS FILL AND PUT FRESH GRAVEL AROUND THE INLET. FILTER FABRIC FENCE INLET BARRIER Y p ADOPTED Ca '� CITY OF RENTON STANDARD PLANS BURY BOTTOM OF FABRIC MATERIAL IN 8" BY 12" TRENCH PROVIDE 3/4" - 1.5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE. 2" BY 4" WOOD POST ALT: STEEL FENCE POSTS. BRUSH BARRIER NOTES: NTS 1. FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1: 1. 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100 FT. 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE THAT 85% OF THE SOIL CAN PASS THROUGH. 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM DIAMETER WASHED GRAVEL. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. SHALL BE INSPECTED IMMEDIATELY 5'-0" 12" FN O 1ST DATE: 12/96 6. FILTER FABRIC FENCES AFTER EACH RAINFALL AND AT LEAST DAILY DURING FILTER FABRIC FENCE DETAIL DWG. NAME: BR-22A SP PAGE: B069.1 PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE �� Y p ADOPTED IMMEDIATELY. v � CITY OF RENTON ♦ IIR STANDARD PLANS �F N O� LST DATE: 12/96 ._— — — — — — — J71 '- TEMPORARY = PROTECT �(ISTING N SQ '�IAULTD j x 1, CONSTRUC.T10 , E TRANCE - - �ACCE�S Rf RS - 'h 1 ` EE DETAIL, 5+0l K 110 _ rr_ 1 t r� F {[k , l OppG OQO000°Op G. a o °o 0 o TOWER - — o0p0 0©0o°000voo = - — — - - °° °d ao Li PROTECT �_ -—._---- SQ ( __ PROTECT EXISTING- - -- - - - E�fITING-SD;,,�-. f\fi -`s �IdtTH ( -- -- t . � S .-._.__----- - MANHOLES _INLET_.�ARfj�,IrR _- , WITH INLET °000000� BARRIER % % . i °°°o 0 00 ° A _ a 00 PROPO D °° - PROTECT NE BL.DG °°°° °oo PROTECT NEW UTILITIES -- Y ____._.._._ UTILITIES — — UNTIL SITEWO K COMPLETE 1 - e_ _ _ � � �. ,.�._. COMPLETE I ♦ - -- __ ---- --- — TEMPORARYi --- CONSTRUCTION ORApY W AY ENTRANCE -_._ Sw - f-----'`� PROTECT NEW STORM __ - �`_ ..--;--^ THIS SHED _ — �f DRAINAGE FACLL1TIES--_- T - ..--- _..^-U.NTI1L­_-_STEWORf -COMPLETE . -- ----OEF'RESS RIM GEACES-�'? i _8Et0 ISHED PAVEMENT ELEVATION. DWG. NAME: BR21 SIP PAGE: B066 MAINTAIN PUGET POWER TRANSMISSION LINE ACCESS � EXISTING FILTER EASEMENT,A.F. NO. 8301269001 ? - — s l i ABRIC FENCE `>ITE !HAS BEEN �'aii14 RY_sE PRESYSLY'..DISTUI /� -- `` $ 0 _— #'------------------- r. -- --- -_-- — — ---- -- GRAPHICSCALE ----� = -- — — -_. - — 25 0 25 50 100 `D 1 INCH = 50 FT, 10 I PROTRtE�IV a _ O I SANITARY SEWER x"` > y° SYSTEM UNTIL PR0`P�SED�,v - I SI1 WORK COMPL E BLDG MACH RIM/LID T I FT TQI I FINISHED GRADE PROPOSED 2 1. Use 4" to 8" quarry spalls or crushed rock for surfacing as shown. Material with fines is not acceptable. 2. The 100' minimum length shall be lengthened as necessary to insure material is not tracked into the public right-of-way. R/W Z -EXISTING GROUND > 2" EXISTING GROUND 100' MIN. (MAY BE REDUCE=D TO 50' MIN FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL.) 15' MIN. T. iRQCKERY I PLAN NITS R=25'MIN EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD TESL NOTES mQ ry CL DIJ_ UO >_w >W 00 Q 0 Q 0 Of TEMPORARY CONSTRUCTION ENTRANCE 0*N1 ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 12/96 DWG. NAME: BR23 SIP PAGE: B068 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. All limits of clearing and areas of vegetation preservation as prescribed on the plan shall be clearly flagged in the field and observed during construction. 3. All required sedimentation/erosion control facilities must be constructed and in operation prior to land clearing and/or other construction to insure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is completed and potential for on - site erosion hcs passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permittee. 4. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permittee shall anticipate that more erosion and sedimentation control facilities will be necessary to insure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permittee to address any new conditions that may be created by his activities and to provide additional facilities, over and above minimum requi-ements, as may be needed to protect adjacent properties and water quality of the receiving drainage system. 5. Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 6. During the time period of November 1 through March 31, all project disturbed soil areas greater than 5,000 square feet, that are to be left unworked for more than twelve (12) hours, shall be covered by mulch, sodding, or plastic covering. 7. In any area which has been stripped of vegetation and where no further work is anticipated 'or a period of 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year in question. Grass seeding alone will be acceptable only during the months of April through September inclusive. Seeding may proceed, however, whenever it is in the interest of the permittee, but must be augmented with mulching, netting, or other treatment approved by the City of Renton, outside the specified time period. 8. For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence, a minimum of 3 feet high is required, with 3:1 side slopes. 9. A temporary gravel construction entrance, 24' x 50' x 8" of 4- to 6- inch quarry spalls shall be located at all points of vehicular ingress and egress to the construction site. 2-31-~g8 American Engineers Planners Surveyors Engineering 4032 148th Ave. N.E. Redmond, WA 98052 Corporation PHONE= (206) 881-7430 Fax (206) E181-7731 — M 1/5" s 1'-0" (IF PRINT 6 22% 3411 N a- 0 FLOOR PLAN NOTES GENERAL 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. FURRING Toilets equipped for handicapped use. Steel column Main electrical panel Telephone panel Line of overhang above. Downspout from scupper above. Connect to storm water system Concrete sidewalk Planting area. Refer to Landscape Dwgs. Sidewalk ramp Garage entry curb cut out Air conditioning condensing units Water heater Handicap parking Gas Meter Electric meter 30. 2x4 furring @ 24" o.c. insulated with 3 1/2" fiberglass bast insulation covered with vapor barrier. furred wall anchored to CMU with expansion anchors leaving 1/2" air space between 2x4 and CMU wall. finish and GWB to be provided by the tenant. 31. Wood window sill. WALLS 40. 8" CMU finish type per exterior elevations. DOORS PER PET 3 DWG i g„ c 20'-0" / CMU 10'-0" 6-8" FACE O 1 O N DUMPSTER ENCLOSURE CMU GAP BLOCK SPLIT FACE CMU WALL. 4" GONG. SLAB < ` . FOOTING 5EGTION 2)ENCL,05URF, NO SCALE t— T^. RNBUCKEL METAL 5®NG CANE BOLT KEEPER N 5 th E I l 1 I111i\ANGLE f W MOE DUMIP5TER GATE NO SCALE o �� L y_ d 0 Q U C C� p C � :D 0 O m C0 U Lu L 000 `~ L `}- L 4 L 0 Y C �a cc::) (1)1(,) ::):� �coU)w� w 0 L3 F- 5 ¢ W F- Z Z U cc I N01iV80da00 �101A�ES -WN01SS31- tbd v 0 cz CO Cc 0 0 0 W cc 0 W Z ga 2 F- 1 D � LO z CL LD� ) V- CS 1 L t0� V C C 0 U L 0 Revisions No. Date Description llzv�ci °p � ,�Nr � 7Y pF QUG 14 19c Project Director M.L.B. Approved By Project Architect Checked By A.G.O. Job Captain Drawn By J.P.A. Project No. Drawing No. 17050 A2*2 Date 7-07-q8 DOOR SCHEDULE - ROOM LEGEND: �I00 SALES FLOOR !OI COOLER �lOZ RESTROOM Ei03 OFFICE 8. 6'-4"?04 KITCHEN/PREP AREA a t 3'-4" 105 POINT OF SALE (P.O.S.) fi---fi TEMP. GLASS RELITE 4) cD N i p i � tK HIM FRAME ALUMINUM FRAME &-- — a FRAME TYPES KITCHEN EQUIP. / (B.0) 3'-0" 6 -0" i TEMPERED GLASS _ ' m COOLER INSTALLED PER MANUFACT. 5PEG. 0 EQ4! 4PMENT NM DOOR r., ALUMINUM S70REFRONT DOOR / DOOR TYPES- / / _ _ \ \ \ // \ u�� 10 5 \Ilk <-- - I I — I _j L' PRE-MANUF. 101-i F_ - -- 7 DELI TABLE (5EE 5GHEOULE) ( I EQ. EQ. EQ. EQ. L _ __ J 20'-9" O O100-I i I 20'-G" 6-4" 10'-5 1/2" 10'-10 112" Lo 50'-0" }c EQ. EQ. 10'-5 1 /2" WN OW TYPES FLOUR PLAN SCALE 1 /4"=1'-O" 6j C1f D IC CZJ �S 1 00 m O 0 c 4-1 a) n / / v / / Revision Na: Date: COPYRIGHT NorlcE Lu o THIS D0CU1kM AND THE INFORMATION HEREIN RELATING TO THE PROJECT ARE AN INSTRUMENT OF SETNICE AND THE COPYRIGHTED PROPERTY OF XtRf1EY-GOLF DE51GN/BUii D, INC- THIS DOGIYDVT HAS BEEN FURNISHED M CDNFif}ENCE. AS PARE Of Kti;TtEY-CXaIE'S EXCLUSIVE FIGHT TO DESIGN AND BUILD THE PROPOSED PROJECT. NO PARE HE72E0F SJiAtL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AYA91t&E TO OTHERS OR USED 1b ANY EXTENT WFUITS0EVER, EXCEPT AS EXPRESSLY AIIi}IORlZFD M WRlTUJG BY KtRTLEY-GOLF ANY PERSON FIRM, OR CORPORATION RECEIVING THIS DOGhAM, HOWEVER OBTAINED. SHALL BY V1RT1iE Of THIS N0T1GE BE DEEMED TO HAVE AGREED TO THE FOREGOING RESTRICIXktS AND THAT THESE DOCUMENTS WILL BE HELD M TRUST AND CONFIDENCE SUBJECT ONLY TO THE PRIVATE USE EXPRESSLY AUTHORIZED BY KIRTIEY-COt,l: KIRTtFY-CAlE 1S NOT RESPONSiBLE FOR ANY COSTS OR WPACTS INCURRED 9Y ANY PERSON. Frf7M, OR CQRP0RTATX3N USING THIS DOCUMENT FOR ANY PURPOSE, UNLESS AUTHORIZED M WR1TiNG BY KtRTtEY-COIE LLJ ._1 Q Q 0 � Z Uw Q J Q W Q w W Q Z Q I--W Z t� Z Q W O-KIRTLEY _ COLE a aoz uTTi Oblot Po em in WA 9828i Tel 3B0dl6-3176 Fax 3906W7= FLOOR PLAN SCHEDULES MISS DETAILS Date: - 7/6/98 Project 1Va 97038-1 Designed BY EJG Stamp ,JE1/EI_0F;,;EErdT PL/'+PWiJ(iJG CITY OF FEIVTON AUG 14 1998 RECEIVED Of stet EXTERIOR COLOR LEGEND Rev&kv7 No- Date: m c:o 8 r--I D r 00 CD c G.) n / v EAST ELEVATION SCALE 1/4"=1'-0" 5 > PRE -FINISHED A.G.M. ............................... .... ... ..... ..... .... .... .... ..... ..... m ........... .... .... .... ..... ..... .... .... .... ..... ..... .... ..................................................................................................... f.......:........:.......:...... :......:.......:...... 0 m ANGLE VIEW NORTHWEST ELEVATION (SOUTHWEST ELEV. SIM) SCALE 1/4"=l'-0" f... ............ ... . ..... . .. ...... . ......... .. . ..................................................................... ........:........................................................... m........................................................................................................................................... ANGLE VIEW NORTH ELEVATION (SOUTH ELEVATION SIM) SCALE 1/4"=l'-0" > 5' L16HT FRAY 5 > 1 1/2® MITE 3 > PRE-FINK_+IED A.G.M. 5 > 5nx,Go STW" 2 > 5W-.(,O 8° LIGHT GRAY 11/20 WHITE PRE-FINISFE0 A.G.M. 6' DEGAL BAND ABOVE WINDOWS 5TW" 5T000,O ri1Pav•7 > 8' LIGHT GRAY 5 > 1 1/2° WHITE 3 > PRE-FIN15CD A.G.M. 5 > 5TUGGo sTrco 52ru MAUL DESCRIPTION GOLOR: L16HT GRAY (GY--450) OCOLOR: DARK GRAY (GY-210) OCOLOR: BLUE (5L-310) OCOLOR: RED (RE-360-5) OGOLOF: MITE (44-835) NOTES I. ROOF MOUNTED NEGHANlGAL EGUPMENT, SHALL BE PRIMED AND PAINT L&IT GRAY TO MATCH GHEVRON GOLOR5 2. DO NOT PAINT CLEAR ANODIZED AI MNUM FRAME5. 3. 6AULKIN6: HfN GALLKIN615 REGUIRED ADJAGENT TO 1_1614T OR DARK 6RAY AREAS, USE CLEAR GAULK. FOR OFF-MTE, MITE GAULK. AND BLUE AREA5, BLUE. ALL GAULK SHALL BS PAINTABLE. 4. £BUT PLASTER TO RECEIVE MEDIUM -DASH FIM5E4, TTP. GLAZING CALCULATIONS Z320 — 212 = 9.1% COPYRIGHT NOTICE THIS DOCUMENT AND THE INFORMATION HEREIN RELATWG TO THE PROJECT ARE AN INSTRUMENT OF SERVICE AND THE COPYRIGHTED PROPERTY OF KIRTtEY-CO.E DESIGN/BUILD, NC_ IRS DOCUMENT HAS BEEN FURNISHED IN CONFIDENCE. AS PART OF KTRTLEY-COLE'S EXCLUSIVE RIGHT TO DESIGN AND BUILD THE PROPOSED PROJECT. NO PART HEREOF SHALL BE COPIED, DUPLICATED. NSTRIBL'U, DISCLOSED OR MADE AVMABLE TO OTHERS OR USED TO ANY EXTENT WHATSOEVER. EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY KIRTLEY-COLS ANY PERSON, FIRM, OR CORPORATION RECEMNG THIS DOCUMENT, HOWEVER OBTNXED, SHALL BY VIRTUE OF THIS NOTICE BE DEEMED TO HAVE AGREED TO THE FOREGOING RESTRICTIONS AND THAT THESE DOGUMNTN` S WILL BE HELD IN TRUST AND CONFMCE SUBJECT ONLY TO THE PRIVATE USE EXPRESSLY AITHORM BY KIRTLEY-COLS KTRIT EY-COLE IS NOT RESPONSMLE FOR ANY COSTS OR WACTS NCURRED BY ANY PERSON, FIRM, OR CORPORTATION USING THIS DOCUMENT FOR ANY PURPOSE. UNLESS AUTHORIZED IN WRITING BY KIRTLEY-COLS uJ ©C cf:> co O Z Uj Q J ,Q Q �J =� �QZ n D W (r) Z � Z W ^ Q �o6R w 0) > CAL W Q vj Z Z CL_ U. O H CHIC cl) C) Z c �...3 �C U L1__ U W Q Z ML �" 3 OVORTL'�y CLS I= MTH obloot Io BM In SrAhOM l+. WA SM Tr 3000W396 Fax 300MO- sae C STORE ELEvATlONS Data 7/6/98 Project Na: 97038-1 Des*W By: I N 113M Sta►ip Sheet 0' CITY OF AUG I RjcL_ 2 I of K--C)X-ia& 5OUTH ELEVATION vs• = r-o- (IF Ptsvr ro 22~x34-) NORTH ELEVATION va- - r-o• (IF Prtwr 6 22•Z41 Ln O M EAST ELEVATION iis• - r-o• (IF PRINT ro 22~x341 NO z a C 5XT5RIOR 51..5 T ON NOTtla 1. 8" pre -colored (light grey) split face CMU. 2. 8" pre -colored (dark grey) smooth face CMU. 3. V insulated safety glass in clear anodized aluminum storefront framing. 4. Prefinished metal gutter and downspout typ. (green) 5. Indicates future sign by Tenant 6. Overhead door 7. 1" insulated glass in clear anodized aluminum storefront framing. 8. Metal Roofing (green) 9. Facia Material (green) 10. Clear anodized aluminum storefront door 11. Exterior metal door 12. Exterior lighting 5167NA6E CALCULATIONIa 4 Facia Band signs (3'-O" x 15'-0") Area = 180 sq. ft. 2 Logo Sign (double sided) (3'-6" x 17'-6 1 Area = 122.5 sq. ft. Total sign sq. ft. = 302.5 sq. ft. LAMP ELEVATIONS iis• = r-o• (IF PRINT w 22•X341 WEST ELEVATION vs• = r-o- (F Pzavr ro zz-.sa-) 5167.N 5L,5VATION- 1/6" = r-o• (IF PRINT ro 22-x341 67RAPHIC MALL: ♦ 2 4 ; 12 S o� �a o Q U ACC C-0-6 CO 3:.5:g 0 O m C0 U w 000 o cn"4�� 0-00-0-0a o (1)a)Q)(1) crcn�cn� W 0 V) W U U w F- H H cn Z Z U I NOLV80dti00 301A�9S _1dN01SS3308d d LO 0 0 N X it P nm co M I W y - LU V W >—�__) (L/ Q) Lb V 0 U c Cd Revisions No. Date Description Gil Y �. Aas `�. Project Director Approved By M.L.B. Project Architect Checked By A.G.O. Job Captain Drawn B J.f A. Project No. Drawing No. '77050 A3*1 Date 7-07-95 A--C)<6/-/,26, EXTERIOR COLOR LEGEND Revision Na Date I m LD C\j CU m 0i I 7C:D CL) 3Z m co m C-D r-- 0-) CD C 4-1 CD CD CU 7CD Ell MIMI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0 0 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- FLOOR PLAN SCALE 1/8"=1'-0" SOUTH ELEVATION (NORTH ELEV. SIM) SCALE 1/8"=1'-0" MAW DE5CRPTION COLOR. U&ff GRAY (6Y-450) COLOR: PARK GRAY (6T-210) OM. OR: BLUE (BL-310) OCOLOR: RED (RE-360-5) <s> COLOR: P441TE (W &35) 1 1/2u WHITE PRE-FIN15HED A.G.M. 11RATED WHITE "GHEVROW BY OTHER5 (RON SPANNERS AND PISFEN5ER PH165 BY OTHERS COPYRIGHT NOTICE THIS DOCUMENT AND THE INFORMATION HERE RflATNG TO THE PROJECT ARE AN INSTRUMENT OF SOME AND THE COPYRIGHTED PROPERTY OF KRTLEY—COLE DESIGN/BLJILD, NC.. THIS DOCUMENT HAS BEEN FURNISHED N CONFIDENCE. AS PART OF OM.EY—COL.E'S EXCLUSIVE RIGHT TO DESIGN AND BM THE PROPOSED PROJECT, NO PART HEREOF SHALL HE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AWAILE TO OTHERS OR USED TO ANY WENT WHATSOEVER EXCEPT AS EXPRESSLY AUTHORIZED IN WRITNG BY KRTLEY—COLL ANY PERSON, FIRM. OR CORPORATION RECEIVNC THIS DOCLIMENT, HOWEVER DOWNED, SHALL BY VRTUE OF THIS NOTICE BE DEEMED TO HAVE AGREED TO THE FOREGOING RESTRICTIONS AND THAT THESE DOWU04TS WRi HE HELD N TRUST AND CONFIDENCE SUBJECT ONLY TO THE PRIVATE USE EXPRESSLY XJTHORlZED BY KIRTLEY—COLE KIRTLEY—COLE IS NOT RESPONSIBLE FOR ANY COSTS OR IMPACTS INCURRED BY ANY PERSON, FRA. OR CORPORTATION USING THIS DOCUMENT FOR ANY PURPOSF— UNLESS AUTHORIZED N WffWG BY KRTLEY—COLE. > j < z Sao D UJ I-- �e Z Z < — W07: > co W< z ii U. 0 ML W Z 0 0 L) to w C> z Q-KTLEY —� cORLE c�m MW OTH Stva Po BOX we 9ro&wxd*t, WA 98M T,W 300SW3176 Fu 360SW7M —J&NWPGGW— CANOPY FLOOR PLAN/ ELEVATIONS Date: 7/6/98 Project Na: 97038-1 Designed By. EJG Stanip DEvr-i - op,*.::NT PLf,;�'i;44IG 'CITY OF RENTON AUG 14 1998 RECEIVED Sheet "5 Of U U (5 z 0 W a a Uj W Q a 0 J a W x w B a 00 \ o N Z z •- G 01 d0 1110 Cn 0w z _I 0 o wAt z Q ail 10 0- O® w F- y d1N yp�t�p n Q V) Q Z F-- NE 1/4 SECJ 24 TWP.23 N .h_E 4 E W. M. 4 I NOTE: a I TUC hICA0CCT AVAII ARI C NIATI IRAI r_ec Lij CD C> n EXISTING CIT"' OF REN_k-_>I\i zw Q - COVERED VEHICLE CC - I O WASHING,, BAY 20' WIDE AESS AR EL A FOR BENEFIT OF PAR¢= ..__.. w REC. N0. 8602280930. Z w \ WATER MH OIL/WATER SEPERATOR #2 � ( � \ SEATTLE METRO SSMH i TOP "i 7:0;' WITH EXTERIOR f'� I TOP OF SHUTOFF VALVE CONNECTS !} 1 � t 1 v N Q I V= .12 2 1.� (., ON C _ r •• , i -/ 7 I LJ INV=�.? 2 I IN E, 1 ;_ , a SANITARY SEWER f a _ \ INV-2.02 (OUT S, 1 �>>, r�JNC. JAL_ 1 1. } / a i.J SEATTLE METRO SSMH ✓I _ � � s � :_ 0 W/LOCKING LID nai a \ RIM:=14.02 INV-NO ACCESS / --` f 7 �i �.c_ \ _ADJUST RIM TO - { -- = --' G (� L E F L=18.00 �wE �^cn;Ess \ \ �: -- - - I ✓ / 5^,,` --- i PucE5 Q n OY�E EN pSM NO 830 t ; 1 �, f-,,�� t- _. V • 2 _ OBTAIN PERMISSION FROM ANDbj _- EAM '" • '! E...� CONNECT TO KING COUNT/DNR F..� METRO SEWER, SET NEW 48"0- o� a N�6 SSMH, INSTALL FLAP VALVE BETWEEN ter,\ "} 5� .� _ �� flJ R i-Al METRO AND ON SITE SSMH#1 \,��---------``".._�r, f R� sE _- I 'C OBTAIN CITY AND METRO APPROVAL PRIOR TO CONSTRUCTION SS 7 SsMH •6'9',W.• �' �` a� a •� _ . ter'' _- .r -' I 1_�_.,+� �.-`YI�I►`g_ .- ` _"R' � . i' '�`\ �� y .-.r--' i _-_ ;QED ar.... ENTERPRISE' CAR1.6 1 RENTAL. AGENCY---- z PROPOSED (5250 SQF7) 01 _ J _ y1 , FUTURE SPACE J EXISTING OVERHEAD POWER' / �r� $� �,1 ,;4440 SOFT) ''- g= sr� I I RE PLACED JNDt=GRQCJND ' l , �l . , - - _-^��^� , \ _�� 5 �•2g o4 W ,� \ = LINES TO y.• u,� , _. - _ 4 Q '�' a`s.l� IN 10 FT WIDE EAS.E1vi,_NT ' f �Q QC14) �' �!- ��X) r ". ter---- r_ S (EX` Ap r - i ! /� •. - � r-`-----_ t it _, r--- ._ _ - -_" + r. -- 1, _ -vri-[ � P, i + __. QU P � s SpL 00 OPP SIP r In -- 1 i 8 e TELEPHONE RI ER !'\ N NATURAL GAS ETER� ELECTRICAL PO R METER Q \ PRO SED SIGN Ld Q � f m � z AUl O " U) tj r +t O z �9 200 3/4 IRRIGATION DDGA 5 1„ DOMES�N�,TER -SE � 3 ,/ ME 00 - " 02 y - - " 6'J ANT TEE • - f % -'" �` y j26 f4 ` �70J�F I" DIP AND NEW FIRE HYDRANT J 1AKE CONNECTION TO EXISTING MAIN 18. .,.--�`" ' WI TH CITY. FF r" f/ .i ROPOSE 1 / �- '1305 SOFTQA ) g / i OIL/WATER SEPARATOR #1 s 0 0*3, j r /�� WITH EXTERIOR SHUTOFF ! = - ' �r '" s VALVE CONNECT TO SANITARY SEWER - N C? ,• • -� // g 3/4" DOMESTIC WATER SERVICE METER RP DEVICE TO BE .01 INSTALLED BETWEEN SERVICE METER AND BUILDING. CONNECTION �j TO EXISTING MAIN BY CITY OF RENTON. GRAPHIC SCALE 25 0 25 50 100 1 INCH = 50 FT. CONSTRUCTION SEQUENCE 1. ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF RENTON DEVELOPMENT INSPECTOR. 2. INSTALL CONSTRUCTION ENTRANCE PADS AND MAINTAIN THROUGHOUT PROJECT 3. INSTALL SILT FENCING AS REQUIRED. 4. BEGIN GRADING, REMOVE APPROXIMATELY 4000 CY. 5. CONSTRUCT CONNECTIONS TO EXISTING DRAINAGE WATER AND SANITARY SEWER SYSTEMS 6. VERIFY KING COUNTY DNR/WTP APPROVAL OF SYSTEM CONNECTION THEN HAVE CONTRACTOR OBTAIN METRO APPROVAL. OF CONNECTION PRIOR TO PERFORMANCE OF CONSTRUCTION. 7. BEGIN CONSTRUCTION OF BUILDINGS. 8. CONTRACTOR TO COORDINATE AND CONTACT PUGET SOUND ENERGY FOR ELECTRICAL AND NATURAL GAS SERVICE CONNECTIONS AND METER LOCATIONS. 9. UPON COMPLETION OF UTILITY CONNECTIONS FINISH SITE WORK WITH ROCKERY CONSTRUCTION AND PAVEMENT SUB GRADE PREPARATION. 10. KEEP ADJAECENT STREETS CLEAN .AT ALL TIMES. 11. CONSTRUCT WATER QUALITY SWALES AND ESTABLISH VEGETATION AT EARLIEST POSSIBLE DATE. 12. COMPLETE FINISHED GRADING, INSTALL PAVEMENT. 13. CONSTRUCT CURBING AND LANDSCAPING. 14. OBTAIN OCCUPANCY AND UTILITY PERMITS. 15. CLEAN ALL DEBRIS FROM SITE. HOURS OF OPERATION WITHIN NORMAL CITY OF RENTON CONSTRUCTION HOURS LIKELY BETWEEN 7:OOAM - 8:00 PM. UNLESS SPECIFIC PERMISSION IS GRANTED BY THE CITY OF RENTON INSPECTOR. DUST, MUD, NOISE MITIGATION IF GRADING AND COMPACTION ACTIVITIES CREATE UNACCEPTABLE LEVELS OF DUST, THE GROUND WILL BE: WETTED FOR DUST CONTROL. MUD WILL BE CONTROLLED WITH THE INSTALLATION OF ROCK CONSTRUCTION ENTRANCE/EXIT PAD AND DAILY CLEANING. AS NEEDED. CONSTRUCTION NOISE WILL BE WITHIN NORMAL PARAMETERS FOR DEVELOPMENT OF A COMMERCIAL SITE. PROPOSED HAULING/TRAFFIC CIRCULATION ROUTES CONSTRUCTION ACCESS AND REMOVAL OF ANY UNSUITABLE MATERIAL IS PROPOSED VIA GRADY WAY. IT IS LIKELY THE UNSUITABLE MATERIAL WILL BE HAULED EAST ON GRADY WAY AND THEN SOUTH VIA HWY 167. GRAVEL FOR PIPE BEDDING, PAVEMENT AND BUILDING MATERIALS WILL ALSO LIKELY BE BROUGHT FROM THE SOUTH VIA HWY 167 NORTH, AND THEN WEST VIA GRADY WAY. THE SOURCE OF MOST MATERIALS TO BE USED ON THE PROJECT SITE WILL LIKELY BE FROM THE SOUTH. ESTIMATED EARTHWORK GENERAL SITE GRADING FOR BUILDINGS, PAVEMENT AND LANDSCAPE AREAS WILL REQUIRE APPROXIMATELY 3200 CY GRAVEL TO BE IMPORTED AND APPROXIMATELY 335 CY OF TOP SOIL TO BE IMPORTED. ANY AREA OF THE SITE WHICH WILL NOT BE WORKED ON WITHIN 15 DAYS OF GRADING COMPLETION MUST BE HYDROSEEDED. TEMPORARY VEGETATION (IF NEEDED) WILL BE MAINTAINED. PROPOSED CONSTRUCTION DATES EXISTING ONSITE ELECTRICAL DISTRIBUTION LINES RUNNING EAST -WEST TO BE PLACED UNDERGROUND SUMMER 1998. EXISTING NORTH -SOUTH TRANSMISSION LINES TO BE RELOCATED OFF SITE SUMMER 1998. PROPOSED UTILITIES TO BE CONSTRUCTED SPRING 1999, PROPOSED BUILDINGS AND PAVEMENT TO BE CONSTRUCTED SUMMER 1999. OCCUPANCY TARGETED FOR AUGUST 1999. y�, LEE Q� WAS AVti 190 05-07-R<l -7--31 -IS American Engineers • Planners • Surveyors Engineering 4032 148th Ave. N.E. Corporation Redmond, WA 98052 PHONE (206) 881-7430 Fax (206) 881-7731 - AHNINININ AIA