The URL can be used to link to this page

Home My WebLink AboutLUA98-126 Large FormatAc Q7h I � n' 1 v G (I I 111 �� .: --•- - �'-r fr _.. -y 11 + , 'i r•s.r..• --II I� I 1 6 1 9" I I. 40 I V ' C11 is (2) it SLOG.19 BLOC.18 cl S.P. 016 - 88 IL _.._ -• — — — —II 1e 10 D `J, ( a W SEWAGE TREATMENT PLANT 1 1. 11 1y COMMERCIAL — LIGHT INDUSTRIAL E i E I ' R (3) �•• %�FN(MT •� 'O J m •w Ui F--- I11 I t0 � II I I •lJ3.IZ ?� r--------- I EAGLE HARDWARE EXTENDED STAY OF I CORPORATE OFFICE '1z AMERICA HOTEL 66 L/ • .ram rK, _ M ii' I 'r r- i 1 1` PROJECT SITE v> ; WOE 813 I 1 f 900 i Z y 1 A � w 903 w a 0lk o = 1 i it Y 'I � I 1 1 _ 1 � J 1 I a 1086 Ac V. GFAU 1� • �� I,111ES p•S Y PARK Ib r I o LL66 v 7 � J � C1 NORTH I SCALE: 1" = 200' 350 ilk Jf. o° �-• 0T N S• W VACANT of 1037 L ft99 SP13. 31 36 3S 34— o s�► �°�Z 1, •fit -- ---- .a. - -_ VICINITY MAP P7ERRE — GRADY WAY SI'I a; N � �►�� ; L��I ;I ' 9 I 7 � - � L. —_ e -- I• 1 � �r e 1! I tr 1► l'_ ,' 111 I , J 1 •r II co91 40 to co 01 I�� ► 1� 1 f 07- 1 n I 1 l,,ru yr �1 ' m is (2) I I(p BLOC. 19 BLOC. 19 J1 —11 S.P.016-88--- ' --- ya y---------- �.► �e 10 Q TZ / COMMERCIAL — LIGHT INDUSTRIAL I O A C E �IIE R Ih ►• �— l� LNr •� 430e2 — — ---- SEWAGE I a EAGLE HARDWARE TREATMENT EXTENDED STAY OF �i I CORPORATE OFFICES PLANT 1 a , AMERICA HOTEL I I �rK. b` tl • .�� l IA3�~ ' 1 I r lax.,�eS-s 'A— �- f- � , PROJECT SITE �Y � ��xSM�S1pN p.S f , b 1 l •: J Ol A , NORTH SCALE: I" = 200' I'los PARK R� f .0 f UNDERPASS 64 „ N aq RSTA Q Ia 950 9,.3 1037 co° do S. rt VACANT \N 0. ��. `' • ,IIc)14i13 12111,i!)�1 r�� f$a1s6 I I� 10I •- � r ^--�Ir � 1151�J b�• y' >I�9 9►S �Ll1r?�r7�I474b4I 2 4 t31� L r i �42143' l4ASl I I I± I. L 6 '3b 39140 4 ' CITY UNIVERSITY II 132 33 34 rr 114n 4 _.r 12 i. $ �(3 Q9 r r �rl'i 115 13 It l-5a 51 52 53 55 56 I.larl 9„jccFss d�`? 1 tt 99 1t 113 31 k- 3S 34- ,� 1 I I 1 l _LLA. 1J-1-1— t0 1: � 6: fio' Jiro `, A -1- op l__t _7 ^l_ 1✓L — — VICINITY MAP P IERRE - GRADY WAY SI' 7 cu cn m cj .14 — �I I I II 7.1 a I z }f 813 10 r I I o I 1 v!it ' m 1 �) 2 3 PaL 903 o(2 G. 19 eioc.ls t I Q v� •III. ' G1; S.P.016-68 AI. C - ----'I --- r•�.s ya ' to a � 1 ;� 1, I COMMERCIAL - LIGHT INDUSTRIAL I O C E j E Q I' R o - I-T /•�rMLN7 �� o — 01I 01 950 _ r SEWAGE �`to II II 7 • _ I EAGLE HARDWARE TREATMENT EXTENDED STAY OF I CORPORATE OFFIC 1 AMERICA HOTEL I I 7. 1' PLANT � ,. S. W elf Q� O �V, 1037 it 10TN . f� 99 SP 13 VACANT tc ►►-jr� - ` ti ` 1tl J PROJECT SITE _ I � 9 b 1086 Ac I N 'V. V il-y'` 20 21 22 j I i 10 yigllt yy� ;w 15 I6 q I r — I3 II 1_ �`j 11`1ES S 117 16115 +''I� r 11;J2 S3 ►54 6 1 . M cgosti 11- �r1 414e�9s I `mJ 41d23Idsl�lII I 1�, LIr p PARK ✓'Z 30 34 35 j6 31 3E `� i i CITY UNIVERSITY 6 S ,/ ►1 n 53 o f 3 g, 30�31 32 33 j, L y r s� fIZ 11 10 9 b R -' - 1 vi 66 ovEa� vi 3I{_ 4- 4j2 I 20 ' 11 10 9 8 7 , i — I -i I(14 Is 16 11 11 UNDERPASS 4j e — it 16 IS i3 12 50 51 52 S3 56 SS � _ .I ► rt81j 16 25 2.4 23 Z 21 to 19 _ -- - 64 N `Tf—T • S! Ar 1 Zt 48 0 '1 57 Ac. � 1 I I •o 1 I 6 ' F• (Z57 TL 56 350 S. W. 30 ' J r 'o • I It. NORTH SCALE : 1" = 200' 77- � � �38 I `.,ytt� `�i bo 15 - 37 a s •. p R 1Iz uo12 11 l03^b �Jb33�34:� i -16 36 N Q 12�1110 4' �� _ . 2 ... tii �s IS o Y4 1.S 16 17 18 19 20 21 22 23 Z4[�s 1; 117 i8 19 22 231d 2S 26 2l 28 29 20 21 22 23 4 25 8 ,o41 r�o t 6TH S7- I I 1; 1 i 1� 1 I I• r' I. I" I I� I I'. 1� '" ' � `ij l `I'-{' 1.'► 11 �`'� I 1 1 1,1 1 �I ► 1 1 1 1 1 I� -- I I I-i-Ian II fcls)514I I 131211� :I„1::1•,1-I-(- la; r, :3 •- -r- - I I 'I`I I•I I I ILIJ -lu�..Ii:.1713)11 -r I 1 1 1 1 I —L. �. - J c:i (1�. :�_1.=LL•►A91 --o > --_j{ r 1 — I_ a =:: ' � :d � •7. s y ti 43 it e{ LL w1 G. —XL— A — Ara_ ---" VICINITY MAP ".J PIERRE - GRADY WAY SI`I o; I co L J N G JT.-_. 0--NJIR -I I k I r 4' I f 1 '/ I•,. �' it i � o � ��_ - - 1' 9L _ _ - , 40 ` 1 m I I 1 � i' I• ,I� �� , e I r A Wge— ~ rn I (2) I 8LDG.a19- BLOG118 �o c1 S.P, 016-8a ti __— _ .t•J.i 94 i.l sis�7 TF�--------------�- J 10 m COMMERCIAL - LIGHT INDUSTRIAL "A � E �ji jE R i i � � •III � �� fNT --j r O 1 •* li I SEWAGE EAGLE HARDWARE TREATMENT EXTENDED STAY OF I CORPORATE OFFICES AMERICA HOTEL PLANT 1, '1 0\ •t 'Ail em '�;tTr a u/•'/' I < PROJECT SITE I N • I 10 86 Ac i r/ 07 II f ! �xSM�S1oN TINES PARK � 1 � 53 I �0 VI I o t-L 66 •: till 'I II II I II II I NORTH SCALE: �1" = 200' i l I1 11f DEVSLOPrrENTPL^,' ;.;;�tiG C(TY OF RENTCN- AUG 14 1998 RECEIVED II 11i - -�tcj' •Vv 46.5. All- pTN S. W VACANT 0 Z 813 3 Q L 1040L 1037 so L�99 SP13� 1 In 9 b ffj 31 36 3S-i LLj� J_1_J--I-1—I — 0V�- PIERRE — GRADY WAY SIB M 20' WIDE ACCESS EASEMENT FOR BENEFIT OF PARCEL A 11010 REC. NO. 8602280930. INV, 48" CM_P_ I WATER MH__ TOP 15.85 l ft=;r -1-, n _ 17 ,_- \ , tjLVW_ti{'F VALVE \r{�I VF 1.1 .` 8. 1 NE / SEC* (1.14 JWP-?3 N4 E 4%W*M I I I I , SFATTLE METRO ScMH _ RIM=13.>2 i 1,NV=2.12 (IN E, 12" CONC.) f IN V=2.02 (CUT S, 1 CONC.) 72" SDMH (AB) TOP 18.49 IE 1IN 8.29 IE CUT 5.29 T�'�24 j I� iN L3 i4 IE OUT 8.74 GRAPHIC SCALE 25 50 i 00 i INCH = 50 FT_ ' lNV o.`'i AR 25.5 • p?Ku \ \ Z EXISTING SE,MH 432466 ` � .r �' r''r.p 2: / .D` ;/ / �. i �./ 70 A. , ; a 7V1NV, -10 �t \ c,�NS!,.0 tun -�-- - ,`(S',�- _ pJ,t' 4g' CMP y d ,4,7 �;.- � �,`cam { }t �. ; � y 1� _/ _ _—' ,- -�_" _ A� gl�}l.T �%.____- _ �-_�.--.-._ TYPE 2 2$ WArEf? cj� R1M+19 ? y \ \ \r,ABI�>N WALL i �v a o , -� _�}- (TYPICAL) _ r - \ \ RM=1e 77 - \', P_R.O4-l0Sn ELcLi 2ICkLpo W'TRANSMISSION LINE t�.t D"�' .- f -•`_� \ J \ 1, 4 a. - I p OVERHANG EASEMENT-- \`\ -_ _ -..., - ry J 1 Y t ea ) d 16.4 1 -C4 iU• 7 j , flE �—-7 I CO. LAJf .� 1,8 Niid=1 `1! `�'\` \ ' ` 12.:}J /13' S4 W arCEA 7 �•t DrrIH (ABA 71 RUA 17.8t "� x \ kIM s J 7f i ✓ (NV. 11.73 IN V. 10.88 \ 3LEGEND / ;n OIL `"'Q.TEF� c�F�RATnP Mbwn. 41 l_J CATCH BASIN SQ At\ HALE WATER MANHOLE SIGNAL CABINET W Ij \ I III i FIRE HYDRANT m GATE VALVE ► � r- t— , a Z ELLEC I-r RIC BOX -' BLOW OFF VALVE S ORIGINAL GRADE ELEVA T iONS I (SPOT ELEVATIONS) II, ji N ' t• EXPIRES. JUEY 30. '90 C�Qf 0 0 n c 0 a� rY (X) i 7 1 rn i Q')i 3:1 vl c X c'4{ 1 1 1 I .Y, : Q� • r l� n a L4 f•--� w ■ 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 No: Date EAST ELEVATION SCALE 1 /4"=1'-0" 8" LIGHT 61RAY 1 1/2" WHITE 5T0000 5T0000 1 -—AN6LE VIEN� NORTHWEST ELEVATION (SOUTHWEST ELEV. SIM) SCALE 1 /4"=1'-0" 'r %H/,.' I�//l/r� �r,. /��{ .r, f✓ �f.,.F!{./�r .. - ./: '`.!J'r �y:r rF �r '✓f+r :.i �J�f vVr✓r r %{�f�{�{`,F'�rf✓ rx rr.r.�'rl r.�r� Ji., /%. ..^/!- „�. / ,r✓}.r!#'" rrr�;a",•�.J i//../'J rJr '.r, , "r /!/, /r��: �ri,/`f,.r., �y. — :., fur r r/jt�J 'r' �•E:i%Y �v%' J/r -.:i _f. � rr ./ ,,r rrf ,r ..1Jr /,.��., �r' / ff. rlr, 'rl,. '/ err,•, ,.n+ .. ""' 1'. A f'1r / - / ., 1r / - •r h! 'r r. ''{ J" ./ .r.,'rvr ;%�{r r /. J i.{� ! >r {rril.. !�r',��r/ :✓r r f/. �!'rl i!. r� rr'�. ,"r. .1';+:.. r. � r/f' 1,rf', J � . �J J..%. � ri.. /:: r. !- r r jv./.J! f �.�/ r!.!'•iJr''. ✓: / 'J F.r f{r, _I ,, tn. /J ...%ry✓..1.,<,^"` .% .,/.,..lTJ•r rr ,4 :, ;? li r._/, � �r�' fJ.: � / /,!r ... _f!rrfr ! Jr Nl.J : .^r, "'� ff r.,i.. rr+,. �i r J� /; /1r: ff ir'r �Ji4 f!r r'" ;:' ,�,yJr /frrr rr •J!„/1 / ♦ r r / J LJ ..• i..Gi .� r / ,rf �L`/`` J MM r, P!i ! � J —FFF <a ANGLE VIEW NORTH ELEVATION (SOUTH ELEVATION SIM) SCALE 1/4"=1'-0" 8' LIGHT GRAY 1 1/2" WHITE PRE-FINI5HED A.G.M. V DECAL BAND ABOVE WINDOW5 5T0000 5T000O MARK DE5GRIPTION OCOLOR: LI6HT GRAY (6Y-450) OCOLOR: DARK GRAY (6Y-210) OGOLOR: BLUE (5L-370) OCOLOR: RED (RE-360-5) OCOLOR: WHITE (WH-835) NOTES 5T0000 I. ROOF MOUNTED MEGHANIGAL EQUIPMENT, 514ALL 13E PRIMED AND PAINT L164T 6RAY TO MATGH CHEVRON GOLOR5 2. DO NOT PAINT GLEAR ANODIZED ALUMINUM FRAMES. 3. GAULKI%: WHEN GAULKIN615 REQUIRED ADJACENT TO LIGHT OR DARK GRAY AREA5, U5E GLEAR GNA K. FOR OFF-WHITE, WHITE GAULK. AND BLUE AREA5, BLUE. ALL GAULK SHALL BE PRINTABLE. 4. GEMENT PLASTER TO RECEIVE MEDIUM -DASH FIN15H, TYP. 5. FIELD VERIFY ALL MEA51)REMENT5 b. WAG EQUIPMENT NOT 51-10WN, MU5T 5GREEN EQUIPMENT > 8" LIGHT GRAY 5 > 1 1/2' WHITE 3 > PRE-FINI5HED A.G.M. 5 > 5T000o i 5T0000 2 > STUGGO GLAZING CALCULATIONS 6RO55 EXTERIOR AREA TOTAL 6LAZIN6 AREA PERCENT OF 6LAZI% (ROLh5H OPENING) TO WALL AREA 2,320 212 9.11% Ey q ) 6 1 r ID 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—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 BY ANY PERSON, FIRM, OR CORPORTATION USING THIS DOCUMENT FOR ANY PURPOSE, UNLESS AUTHORIZED IN WRITING BY KIRTLEY—COLS, Q cri �L Q zV >Q Q J Q wJ � Waz 00 1� Q w ~YZ cr) z _ w0= > � a Q 06 w w W Z � Z O r H oc �noZ O wQw o� U Q � Q U LL U Z w O Z Ly KIRTLEY COLE DESIGN/BLILD 1002 LOTH St "t PO Box 1178 S ohamieh, WA 88281 TW 380668-3176 Fax 360588-7918 C-STORE ELEVATIONS Date 7/6/98 Projea Na: 97038-1 Designed By. I N I-E,A,G Stamp Sheet Of 50UTN ELEVATION 118" _ I'-o" cF PRINT 15 22"x34'7 FORTH 5L,5VATIC /8" - I'-O" (IF PRINT 15 22"x341 Ln O r` C9 EAST ELEVATION I/8" = I'-O" (IF PRINT 15 22"x341 N 067 a� 4- 0 WN VEST 5LZVATIO� /8" = )'-O" (IF PRINT 15 22"x341 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 vs- = r-o• (IF Ptwr ry 22-.34) I 67N ELEVATION /8" = I'-O" (IF PRINT 15 22"x34'7 o L O Q LL L C �0 OmmU L 0000 L L L ,W oa�� nQ)0(1) (1) �coU)cn� �CO UJ U LU U ff ¢ w F- F- I— F V) Z Z aw w r ri ZU) <W WU �Q J N011V80d800 901A�SS 1VN01SS��Bd V 1 � ] y_ LL-A VS 0Z< LLA LLI < CL �> .� U O Lu O U L 0 0 N 0 m I T w cc 0 W Z gcc 2 r Revisions No. Date Description UCr"•O, cii ,CIF / AUG IZ�C` V« D Project Director Approved By M.L.B. Project Architect Checked By A.G.O. Job Captain Drawn B J.A Project No. Drawing No. g7050 A3*1 Date 7-07-98 0 Z 0 V a W W a w 0 a CJ a 0 a W W x w J tl 00 0) r � � ,o (D � 0) CD W zQ � p Q W oY C7 O z_ Q m ::D Q 1) Q / r� v %- z p z QZ Q Q J Q W� i'— C I (i W W Q Q0 p C�f C/7) zw_ Q F z w W (] Q W ry 666t p t jov, No1N3y 30 A ll0 ONIR!Nv_ld 1N3/4d0j3A30 CONCRETE SWALE W/ _ FIBERMESH REINFORCING 1/ " MIN 1 1/2" MAX NE 1/4 SEC. 24 , TV/P.23 N ,RGE 4 E ,W.M. 5 1 /2 "" 1 /2" R 1" R d' PAVEMENT r-- d • .e. TOP OF CURB d r— AT APPROACH d d d ° d d d ° _ e 6 EXPANSION JOINT 5" * / 0.02 F-T. / F-T. i ^ d. 0.07FT. ed d. „ '^ e e d ° d da. CEMENT CONCRETE /TVfI� soy ALTERNATE 1 > SIDEWALK AND PLANTER STRIP ALTERNATE 2 A oP y�P A DRIVEWAY OR ALLEY SEE ZONING CODE FOR FOR MAX & MIN WIDTHS L 10" COMMERCIAL ZONE 6" RESIDENTIAL ZONE o� A� e SIDEWALK SIDEWALK NEXT TO CURB I-10" COMMERCIAL ZONE (NO PLANTER STRIP) 6" RESIDENTIAL ZONE - THICKENED BASE OF CURB & GUTTER TO MATCH APPROACH THICKNESS % 1 2 NOTES: ON COMMERCIAL APPROACHES. (TYP) 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL 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. 4. ALL JOINTS SHALL BE CLEANED AND EDGED. o 5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED INTEGRAL WITH STANDARD CURB (SEE DETAIL "A"). 0 1 CONCRETE SWALE 2 CEMENT CONCRETE BARRIER CURB (-3-CEMENT CONCRETE CURB AND GUTTER 6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR. �Q S NTS — GAS PUMP AND S NTS — INSTALL WHERE SURFACE H NTS — INSTALL WHERE SURFACE FLOW 7. APPROACH CENTERLINE TO MATCH THE DRIVEWAY/ALLEY CENTERLINE. � - THE APPROACH WIDTH WILL BE 10' WIDER THAN THE DRIVEWAY/ r_ TANK FARM FLOW IS DIRECTED AWAY IS DIRECTED AT FACE OF ALLEY WIDTH. DATE REVISION t� 10 -� W a_ ` ISLAND PERIMETER FROM FACE OF CURB CURB \ / 20' WIDE ACCESS EASEMEN_- C \ FOR BENEFIT OF PARCEL A ' j REC. NO. 8602280930. \ SEATTLE METRO SMH �? /� a E 0OF 17.07 �;✓ RIM=13.52 - - TOP OF rnN WV=2.12 IN E 12" CONC.) 4 VALVE 11. 22 •S INV=2.02 ({OUT S, 12" CONC.) - fr_ 0 \ SEATTLE METRO SSMH 7 W/LOCKING LID s \ RIM=14.02 GRAPHIC SCALE INV=NO ACCESS �W \ N 25 0 25 50 100 Q ADJUST RIM TO i_.= 18. 00 _ L f ON VNE Ey� u� < 1 INCH - 50 FT. was, 0,715 t t t ! ^ _ J —' v d C r ' i' uOET PO4MENT A F NO 5, 1 r, 'r► = ..- _ v n \ C' P EASE .j' 1 1 / �.._ �.�`� - —i a Y Q v. wo '�--______------.-"~...---' / � ` #ARY �' _ __ �_ _ -,--.•-r ' / r r ;t, aY_ ;' . 4.` 1 tt Olt � 1 N _-.``--' � /\/\/\/\/\/\/\/ 0.7 1 7 • k JWS ADJUST EXISTING III t r �- j l`i l �:_ `�`' K SD RIM AND g N \ moo_ -- - I "". ; _.� _- GRATE ELEVATIONS �j � i �� _ - O 6 1, d ..— Er 1_ ,<;.-�►. _- �:* 'F '� �� _ — - — � ~ f... � I;9.0 PROPOSED _ ,� `�. -- f" _-•- , -- � ��i j ` 1 ! - 18.9 ENTERPRISES CAR I jl RENTAL AGENCY -�- _ - _ _ l �► , ._ _----_ . - — - — ('� 0 SQY 0 - � PROPOSED F ` T - `0 • - a ny r5 URE SPACE _ �• FUTURE � r 3 �4440 SQFT -Y 1, � � 1 V �- - -- Cn `-- ' � , � ✓`---- "' r a 10P OF EXl-$TINE YAU T _ t - —_ Y STRUCTURE 1.5' 3 A QJUS-- __. X ) 5 � _ #-- o -� '__-SS HATCH--Rthfi� � TO APPR6 EL 1-7'0CL 00 r Q � _ w m CONSTRUCT C_ fCRETE 't APPOw'-O IVEWAY T-AIC4, T�IS SHEET: % �11 WIDTH AS INDICATED o t 4 o ' \ U > f w .as o/ z 5% 16 a N1GN PN y��Y S� 17.0 ° rr s 16 00 Yl 1 a 4 ROPOSE - - 1.305 SOFT) PIN CONSTRUCT APPROXIMATELY 260LF CONCRETE SWALE AROUND PERIMETER OF PUMP ISLAND CONCRETE SLAB SEE DETAIL 1 THIS SHEET SLOPE CONCRETE SWALE TO DRAIN TO OIL/WATER SEPARATOR USE 2:1 SIDE SLOPES__-- -1 f -'" LOCATE SWALE--A� -Mt H AS POSS46-ON PRO EE '20� 3' BREAK IN CURB FOR SURFACE — J DRAINAGE FLOW. CONSTRUCT 3' WIDE 12" DEEP ROCKED SPILLWAY TO ADJUST EXISTING BOTTOM OF WATER QUALITY SWALE. SD RIM AND USE 2" TO 4" QUARRY SPALLS. J� GRATE ELEVATIONS --CONSTRUCT CEMENT CONCRETE APPROACH FOR DRIVEWAY SEE DETAI. 4, THIS SHEET WIDTH AS INDICATED EXPIRES 05-07-99 ?-31-``1S w 6' MIN = U Q OQ LL 2 (TYP) Y m a ', D m Q 1 I-18„ CURB AND GUTTER SHOWN 18 >> HOWEVER, OTHER CURBS SEE DETAIL A MAY BE USED. (SEE STANDARD PLANS) SE=CT1 ON A- A 6" JOINT -\ 3/16" SCORE LINE 1 C DETAIL A APPROACH WITH MONOLITHIC CURB SEE NOTE 5 4 CEMENT CONCETE APPROACH 3 FOR DRIVEWAYS AND ALLEYS Y p ADOPTED + qCITY OF RENTON SrMDARD PIANS IST DATE: 12/96 1v 1APPADWG. NAME: FR01 N SP PAGE: FOO( —,W3" COMPACTED/ROLLED DEPTH CLASS B ASPHALT 3" COMPACTED/ROLLED DEPTH CRUSHED SURFACING TOP COURSE. --,,-6" COMPACTED/ROLLED DEPTH CRUSHED SURFACING BASE COURSE SUBGRADE COMPACTED TO 95% MAXIMUM DENSITY. IF COMPACTION CAN NOT BE OBTAINED, ADDITIONAL GRAVEL MATERIAL. MAY BE REQUIRED. ONSITE PAVEMENT NTS American Engineers • Planners s Surveyors Engineering 4032 148th Ave. N.E. Corporation Redmond, WA 98052 PHONE (206) 881-7430 Fax (206) 881-7731 INININ A A K_O)S-ab KI N G COUNTY 'T J� r TAT PMWOSE OF tl 'z� 1LOQATfNG YOUR 7k'! AND IS GUARANTEE PR t DEPT. OF ASSESSMENTS TO I XOW ACCURATE MEASUREMENTS h� /� ! SE 13-23-4 -- 1324.76 - / N 88-11 -59W — 1 N C'/5-Dodd/ 627. /lo rl h ��89a�° e1o2 h ��•� 8QB-/5-00e 572.73 DETENTION /it1,82o /58.�1 zs��o-335•Z4 BASIN // :5 m a r . 00,�/� 6Z De e„Eton , 3 B9-04-30 E 439 — — — — �coZ-^02 h � 3 0 /- • 9s � �y, a , �• ro �J 0\ n yhOrG`G • 't'�3_ ��o B'Ozio SBo a � 5� o °0 <J• I 3 \ 5' ' r 89-o4-3oE 4dt9• -,,� _ , -P0 � �• � � perma \q�N\ A, 790LI, 1497 �'R�S� $ 09 Z \ I ��53 \ \ O�S \• � � SAS \\� �0�� 10 00 °R it, '� LOT --�- 1ZM3.0/ 8903 83(:� 0 3� h P, 1 � W N it/ BB - 4S- 32 .3/8 �1c�TiPO F�GbD CONTPOG C//AN//EL 30' SJ, �� \ U r.7 y� 114, /{•.' 7/�03o3B2 \ lw a 37 a —�/5/10.33* \ 38.20 '0)009. Iq`� r ui (V g0 ��0-Z5, IbFi Kj ti i ti \ m i i \ \ O N ZI 0 TRACT ! \ '_OT 2360 ti SB8 45-32E \ y\ 9\ 3 so VI 0-) ENTIRE MAPN E 24 MAP REVISED .n.. war CITY 0F RENTON 8-z7-9� • SCALE, ! tt= IOOI f GGe- 13 2 4.7 6 0 ti S . W. 7 T H S T. z �o - o/ i 114G i z2o- a/ 30 .30 `' iBo, o/ 1 q jo 30 - r) 2. 5 ti 0 3.3 090 � 2pG � tioo9 0 WI' a S J J W /1�-45-3Z�t</ -+3 37� I 6n.L(�4 OiG B3 B9///S9oo/ 3 - - 0 80 I� �} CL 10 \ REN SP 016 - 88 _ I 0 8910279013 �, N AC. 000 J � N 0 30 c' -5 66-/4-06E 2/9. 93 2 3 I ' y V J- T4 I w �l i r �5 •• I h �• 2 h o ca L0 � V � Z N (36 N 3 n v S I v Igo 00 ? M 01 N , ! "► 1 LOT 3 1 N I v ti o S8B- 45-3�E If) It IT .'� o I 10 1 W III I v / N •✓ V P I I 1 •- —r !, 0.54--}-- N 87-54 - 41 W I , � + I `!y cV -- I ac' 13 3 0.5 5 --- -- I _ . --� !l7 I�� q'1 v pro 5a845 -3Z E c o Q� 190 I G1 z 33 0 AJI0-4s-3?,K/ 409Wzz _ eo r S�3-45-3ZE `� �y �= 33 o � r46 1 g� 5 30 30 i �85W �.� hti 0 '`I I o o a /0.97 I 4- � LUN " 10 0 � �ti0 �l 22.l� �= , , _ r /o.30 �, 20 3 V P 0 29 Z3/.Z o �0 1 1 r 5 ��_ Z ZZL 52 c, ! M� �,ZG''�OEp�O M 4p 1 47 3G - / p. l =L 7/ 1 ti3\ N m N \OZ- ! \ 30 5 N,j 1 a: Z2� 7-5 looj'3GAl Rl'� . ! t 'V Ib 5 � l �§ 50 t � �4.1 z `�II t�.R. tie ,g ® �,��,-��-�:ss'/ 4,9 /�,� o ,,,�- �vot7y�a� ►' 3 �-;�31'; t Q �11/r 47o�Pc,' s LOT 4 p3°`0 �� .,o � a• 5 j73° �s .� �L �Go /�- 43 `� ✓ S 75 004 Byo9pO' O �tih$3/O--�o ,°° i _ — 3° yy �40 g� \� t 5 QL4 L'A h It'i 372°°6 H < /.4Z g(.° o°h L✓�r�0 1 3 2 1� 40 Z / 3 �`�° 6 5 Q s j Pam 3c 1 6 ? I pggo P� 7B i &� , ' ! / > s• �otD y. i, �� s >� z 10 9 zl n V' N .,ti -'� E N V t l a �' r/` - ''- 6 2 i t eL�43(P) p,S p. oo -�cT. ; 3° a° 03 1 �475 ns Ilo --C��N 5 8 1 3901!00 0 8 33•z/ //�%4 � , S5 .,�-' _,�� - o .4 c'31�' s° 50-15-3�E sw�� of o� 10 g 8 1 ti N �g.c•� o 0�\ 1 ' �+ °� I� lT /53.1 �p 2 ,• ! i j 041. 23 24 1 `r 1. 2 1 Q 05 `� ' o IZ'.j0 S �� s �� 41 p I I e3 o a. t ' 0 i 1 I 7c..1� a�. " ><s ry ° is ,'/ , 0 5 16 to 1 1 �- �1v9 /o1Z �sP<' 5 �. 15'30 2 I I 7 \ I Ili 1 • 2' 07 Z.OI' ?�� I ; 29, lZE ,Qf!� fi 01 3 ` E 311• n3 t ��° ` c.:1 i_�.. t t" I 3° 475 , i ° g.0 6 ��.p•RY� l8 Zg ` (old �oJ r> c9 9 S'.� 7� Z- o ' Icy , r 9 i I L.' 4 55 35 Gl d� Vac.Or Z 2 1 c!i - V CQ. // a,b �� I .� 53 5 °` d I 5 4 tp.B° 8� �% 49��Z PG •g49+12.5 N RR• 29-1Z►v P' S•k ,,.0°E o �n'4 v 0 i ,p� y v �;o } y i I 50 51 Z� , ayp I 6 5 0 n -'a4 r5 -�6�-v In ^ . r�,s�' 1t. y y . ;o . I i ►413! 49 I L y oaf g 8 W si 12 Is �£ g i IC ^ �� q 4? 1 .-� T) 3 3 1V > 5,^' 2 ,;,� z \._ 2 3. 1 5 46 I�a�" �. 0 3 11 /? 31, ct N pc.lzs°rn.o 4 2 Z�/ a4 i _ 2 _ �. o k �'�` I°� srr% , y ! I , ,� 144 4 l(5. '. ��o cn 13 12 y li \p 1,8L 5° I /4 ) 'A ��V :P /43t.G9 - \� �o 0 41 �N PL• = 1 0 o 3z' jt �,.�� (5.c) 5.E• � �3s r,° ter 4 v \5O 3 2 ° > o i z qy' S old P �•> ,�- �r," ! '�'� Or r v i; 3? 38 , 1• / ti D 1, e r rti 3 - .� 6 I I �' 0 0� 0 >z' 2I° vl'� S S.P• e' �' sGa¢�o1 — �3U� �•{ i d v g ° z415 afl ° 0 33 g //.zs ! ,� " c� 3.;, \0 m ,hl 6� 1 31 32 //-!9'7; L�Q 11 10 vac �' p� +905 gct8 "� lr' ,off' 1�1 �`i c �� o g 3�! , 339375 Q0 24 2 33,g 3'� 5"'� ti 11 / R� I yyi�� , , o 2 30 ord 3° N 4E `438 �+ I _ I t/r G �o �� "l r as 2 rt 3159 VaG' Ig 115 ' > � 0 o L: 0 21 22 ! �` 9- 12 �{� \ _ /Z7 �I Pjla N o 0 75 g 1? I +'+ ! i o 1 2 ` 77 2 �b� N c,�• �5 ,0n ' z9 ti J cto• ord 24 20 Ig 1 I I _ ' o°� I n 5 .. o v '� V V Q b 3 22 21 I ,� 59 ►j1`� , N i N d! l��h� bZ z �� o n n 24 2 ` j 7i' „h .t` b 25 �' r•./r��/T , • • '� b ; • 1 ' tip „ �` 2 2? 2 sf ! �'; „1r 55 : 56 . : 3 2 a �^ihti-0'3 52 53, 05 �P5•/!•No 5' 0�2 N ?ti' �� t� Apk°° �vl� m h w'�y� I ? '7'Ti ;\ g 5� 1 S. _ ? ? Q7 1! l //f 3 , n^ r`� 4 4 8G-29-fit �h7. _ O Q \ / / 30 �1 t / / / / p t \ : ; ; Ng� e y ; 2 . 1 :,,rM8 0,q,� 39 ; EN,� ON i �' 6 ,�? ; 38 , 39 1 �0 ST ; 6 5 4 �s ��i/NE o y / �S pp-� /�06109 / / l l /�33�I2 f's,lt: No• 1l NO 2 IN R I 1 i : 429°3sl` ,�; 54;35, �' 9 8 ; .c¢29o/3/9 3U r= ,P•S•H' /° a./47t2z.4 2 •� 38 b 00 n� /o.�o / I 'Q • LkO�� ,�0 hG�� l4� 2 °� Z 4 ( M 0:31 . aZ9%+' 12 11 30 0 !4 /: �•01 /yo.e7 o / - ,� 12s` h1 / 0.2.'t'N pO c l¢5 Z + 0 v\' 2g 3 Zg41 4 � � ` � Q 37 59 / YIN �r j 4+ I �' boo I , o° ss.� I //I/' 94t3� S'Se�f ��.t,� I ti cc.� `� 2 �o io z°o. -° 34 h 15 /�s.9s t2 Z�7Pt r� °x`'°/ / 5 5 J i��f'rorl 4© sh w�fus , \ 3 9./P ,9s --37 �J o are 1°.r / / / / / / I �0.00 F, p �' P,bhi6�` ° - zr.• qQu p2a5 ? 6 5 I� g �o "I f 33 fi 16 /�z.o0 36 t q7�s t� 4� ►� r 1o5/�t91 , a 5 - Iw �� 0 �, 7/008 3°! g 8 I I vy. �o z°c �� i M / s o = t / r T! " 35 t ,30 / l 2 j 11 �� .45. 3 2 .� i R / 339/Z Poi• tk�+ 3o I IZ j MN ; 30 �' 1 , 14 1 '� �� C n 5,ff SE Z4-Z3-� 5!v o (,�) I �I 8 i` r\ I 1 / 0.5/ 4Q0` Yij r°j C - /95 �' 579 30 'r /3f•,.a7 1 c}' •g 1•a °; o ,__" 7 A° �p I u CS.h �� / t l o ' ' so -- - o n N 8 i r '� - 3 31N I °�� 34,/0 1 �Z ro �l �0 27 c� ! 5 I 1, . 1 35q a`,��(c0 31 w �� l � ' r98,/2 �l / .G• t31 8 _ - ° 5 B9 1_ 85 4-6 iL - 13 54 W..4s Mcas. df AP/.4 ,�o // Min . 3 _ Q°r�Zy/' J� 6 - _ I G ?, G ! v 3©�°I , /6T// Sr Ftom It/, G.•r e� G.D. S _ G� �� - e� 1 26 � �! I I 1 G20, 4: L L MA N S EA: �/!�GTo.V [ r15 jYt/ --I-�S- - /63• B2 � _ /85 e k /9` - `—T - ' Zo 4O 1 /I/ Tom: This mvp is 64se•d or! a salroefi P'_�e-o4eW un010-r Co N m LON EXTERIOR COLOR LEGEND Revision No.: Date: MARK DE5GRIPTION OGOl_OR: L16 4T GRAY (6Y-450) OGOLOR: DARK 6RAY (6Y-210) COLOR: BLUE (13L-370) OCOLOR: RED (RE-360-5) OGOLOR: H41TE (H4-835) OGOLOR: BLACK "GHEVRON" LETTERS MART" LETTERS ALL LETTERS TYR. GOLUMN L" LETTERS GOLUMN GLADD I NO CHEVRON C-78 POLE SIGN ELEVATION SCALE 1 /8"=1'-0" It I I1't;�[�L'11�i[�Sl 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-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 BY ANY PERSON, FIRM, OR CORPORTATION USING THIS DOCUMENT FOR ANY PURPOSE, UNLESS AUTHORIZED IN WRITING BY KIRTLEY-COLS. ■ Z Q J Q � J Q �J co az 00 Q H W (3 Y Z W O �— > Q ��a �c cf)>� oc LLB W z�z - O n H 0L cf)�z WQW � U Q cl) Q U 1-1-- U Z W Q Z KIRTLEY ._. COLE Um LOTH Street PO Box 1179 Snohoeeleh, WA SM Tel 3806W3176 Fox 360%8-78W wwwJd *-ooMAam POLE SIGN ELEVATIONS Date: 7/6/98 Project Na: 97038-1 Designed By: EJ G Stamp �Ci7Y cf- I + 1 AUG nY �y^ s Of EXTERIOR COLOR LEGEND Revision Na: Date: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ O O O O \ \ O N N W I m 11 \ O 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: L16 4T GRAY (6Y-450) OCOLOR: DARK GRAY (6Y-210) OGOLOR: BLUE (BL-310) OGOLOR: RED (11om-360-5) OGOLOP- WHITE (Wi-835) 1/2" WHITE PRE-FINI5HED A.C.M. 11NATED WHITE "CHEVRON" BY OTHERS /RON 5PANNER5 AND DISPENSER PHIG5 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-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. �f �-w O (D W Z U> Q J Q J Q �J � w .Q z CC�O Q �wC� oc Z < U w0= w cl)>� eze w .. zaz W -O � �.- 0L VOZ <D wQLu �a: U O J � � U Qcr) Q U Z w Q Z KIRTLEY COLE Kos LOTH stvo Po Box ITf9 Snohm*h, WA SIM Tel 3MMOS-W6 Fax 36ONS-7M wwwj&% -o Ao— CANOPY FLOOR PLAN/ ELEVATIONS Date 7/6/98 Project Na 97038-1 Designed By. EJ G Stamp Sheet Of LEGEND S YM80L COMMAN NAME BOTANICAL NAME QTY SIZE TREES SUNSET MAPLE ACER RUBRUM 'RED SUNSET' ;'•1 2" CAL. - CHANTICLEAR PEAR PYRUS C.'CHANTICLEAR' 2" CAL. ® HOGAN CEDAR THUJA PLICATA'FASTIGATA' 2 8-1 or DAWKI BEECH FAGUS SYLVATICA'DAWYKII' 2 8-10' XO VINE MAPLE ACER CIRCINATUM 3 5-6 W/ WESTERN RED CEDAR �THUJA PLICATA -0 7-8' SHRUBS OTTOLUYKEN LAUREL PRUNUS L.'OTTOLUYKEN' W 21-24" ® BURNING BUSH EUONYMUS ALATA 7 24-30" O JAP. BARBERRY'CRIMSON PYGMY' BERBERIS THUNBERGII'CRIMSON PYGMY' =L5 5GAL CM ILEX CRENATA ILEX CRENATA :0 3GAL +� REDTWIG DOGWOOD CORNUS STOLONIFERA 7 24-30" ® PORTUGESE LAUREL PRUNUS LUSITANICA ;t0 5GAL GROUND COVERS VIBURNUM DAVIDII VIBURNUM DAVIDII 425 1 GAL 124" OC III ENGLISH IVY HEDRA HELIX 446 4" /24" OC MED PINK HEATHER ERICA C. MED PINK 40 1 GAL /24"OC \ KINNIKINNIC ARCTOSTOPHYLOS UVA URSI 550 4" /24"OC r�- VJ I~ s 40' &RAP tIG 6CAI,E 20 0 20 40 80 I W-tt - 4CFT. 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 I 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. r 5. GROUND COVERS SHALL BE PLANTED IN AN EQUILATERAL TRIANGULAR SPACING PATTERN AT THE I 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 Pp E 6 EEMENT 12" FROM CENTER OF PLANT TO CURB, WALKWAY, ETC., MINIMUM PLANTING DISTANCE SHALL BE IT REG eCeL i 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. E IS TO BE WITHIN 1/10TH FOOT AS PROVIDED BY OTHERq. 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 PLANTIN&BEDS. _ 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. r / 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 / vigorous, well developed root system. All plants shall be hardy under climatic conditions similar to those n the I lity of the project. R- ` es, hrubs, groundcovers: Quantities, species and -varieties,. 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, iIn 14Ws, ecay, harmful defects, all weeds and weed roots. NO SUBSTITUTIONS shall be made without apw\ovaI from the landscape architect. AND TREES A MINIMUM OF 36" FROM CURBS TO ALLOW FOR CAR OVERHANGS HEEL STOPS ARE PROVIDED AT EACH PARKING STALL. �- ow - l �I AREAS TO MEET STANDARD PRACTICE OF INSTALLATION. >a¢ S I I 15. A ST FOR ALL PLANTING AREAS. POP-UP SPRINKLERS ON TRIPLE SWING JOINTS ON RINKLERS INSTALLED ADJACENT TO CURBS OR WALKS. BIDDER DESIGN `' - , 1 ; 1 COVERAG LAWN AND BED SEPERATION. AN IRRIGATION WILL BE COMPLETED WHEN C P APPROVED ' _`i._-. • ' ' F &APE LAN HAS 1 16. NO IS.W EXISTING VEGETATION ON THIS SITE TO PRESERVE la W. W—A—M 1. Total square footage of the site: 2. Total Landscaping required: 3. Proposed Landscaping square footage: Natural Landscaping for Wildlife: Maintained Landscape area: Total square footage of Landscaping: 2.74 Acres = 119354 sq.ft. 2% of site = 2387 sq. ft. 6590 sq.ft. (5.57 of site) 29043 sq.ft. (.11R.3% of site) M03 sq.ft. A4 % of site) CRAMER /;�ia v n � N u V V I, P W }—M U) Q Z g W ,J 0 a_ U Q O Q Q Q � O Z 0 Q W W G .. tj 2�`9Z r I I 1 '��\ \ \ 1 , 1N ` /•�` J` I G '- IQ f I N� � � I I IN 02 D A Q s M 7'I 26 2n �a_ _ I h �p j 3° /60 I h a N A o\p2 t2P h h h �J7 s/ �F ,o !/7. S/ 26.4 \ TRACT B - \ 2 q 1 r LOT Q a 5AW-45•I3ZE v3i N \ 11G1 11 �Q �` ✓ a .310� y � N vm P W d IN \ o W�jly A b a` h p Q � — /Jg0-4S 3z,tc' +3ci 37� I 7crA.LL -o/!i B3 63//iS9oo/ � `' _ aCLV NG 8 10 �° `� m C� IZ 3,4ti OO pvla b t REN SP 016 - 88 a 8910279013br Q �U) I tk.�� v O I p V • LOT 3 , Nlh ��o o IN 4° 1 0 •�, � � sea-4s-�� 4�. a; 0 r11 O r tee' ' U� 2 \cr.1'11 y N'_ 13 0.54- --- - — -- _ n — - I _ - Y �_ - - .__, -�tLfl - *` +� r� '� j o ; RAN -- N 87 54-41'., v— t °° 2,t��0 II0T1� Jg� �^ o c ah.o o ,�� ,� 1330.55 5 �-- wi o I --� — L �,, I��'I �I0 5e6-45-32E �. �'*;; , tC�s.00—_ se3_-45-32E �'� ►90 a�- 30 49 °-f-;--' 430. 22 19 i� +46 5� qP o so 1 �85.,-r3 • pill, �81 a 8105i '10 1 d, rr✓ ' ti Res h, ; 1 o-4 7 P. t, $ A z 10 1 MO a 4.3 r — w A C� "� \ �E� Z�r01�� I I - ZG 29 Kr 2� -' 1 _ /03° O t!� tyo �' p Opt 1 r 5�9 ZZ` sZ O r G•9�E �Q«o� 2 \ 1 0 t 1 1 m ti gT. �w OWN ,� �, g G N .50 30 2�,7.7� W . , ^!� 0 S. tr , Gof ,� �y2 5Q. Zi-a/ 60-4 G �/f.Q r b W �• �_ yl3 � �• :w47 - �, -,oE1 �, R•R- o ;�.�• k Zh � •. - '�'�''`' �, � za �� s7 � - /7 f p77'27 8• O k9` �' Gd �f `�' 11 �A`t r3� 4 7o h 3i � � � a 1 �� P� $ LOT 4 r 36 �• ' — rz's 1 Bh ��q k5 P° �°h �s3�Z O 43�.to 2�'2� 0 3 3qy �° � Z7'30 �L 4,ts39 -4�►U �.► �i� "' ,� a. 47 ! • ' 27 jDe 1 2 ,, ,�001`0 V\ �� O ,�i CS��% 9a v' 15. �� g3 oor n ,�, ,�,y Z! /s84,8 �� ' t /4 ° _ - 1 ` 1 1 .�= • A • N O v O r9 '- pD .5'. \ 1' "LuQ�� jl ,••-ice �^r-...�1rZ(• J /f�,.0.' B"- ..V I - d 1�1 1, _..�' 46 I I _- - cn p I ' N N j ` >, `L N 3 ► Z s i_ 4 Z ..3�° , o ' AQ•�-''�i'�5' �/ .,-� ? 1 4 c ' ~� ,7 7 ° !014 .o r. , \ ,� Pip o °� N � ° i �a° oe oq� a w • GR / ff �Y �o Sf � 4 3 � � p L A, s5 s L �I r p , ,i fo „r Z R 15 I p Q` s + y 1. 3z '53 ; B P 76 25 �y �' ; L, i S• ..as : sTi,� a i130 ►'� k�b to'�Iv 29:nE �r o ` coIo,.t� ��a / `°�0 9��.-rG Rom,+o 5 °�✓ �� t w� 10 g g r �r �2 m \ 43�P� �^ p S'P' ado 8 �. f -G) 50 �� aoT' R�� 3° 30 13 12 Ate' °¢ ' S Lek rd ,� r/✓E 1 �° �e 12 T Q4 It2 9 Z >a v ofl �� .Sow 2 o L� �9• O � ` � 222.9 57�- ', c• � 2��` ,� 11c� .,�- �.� 4 3 p da• 4 25,69_- k f� /' 6 5 L 8 I 39 p i° ,.�t41� j°l' �� •f Ate o 8 h o t� j.,/� VV N 47 2IO <5.c•� o �;, bti` 'y. ��r-2�,. �'`�,•rs' o� "hti� � s' �fr �r 3/ 1 10 9CID N 6 . `,' - M ¢70'E o� p i 8.05 x , " �,� IZ ►0 75 �� 7� I ,� C 24 2'4A �j v� U A� 2 p 'y '► ou,2° °' -w�y.� S,r7.a� h`4r- 5 s r �' �t 21 22 23 r �n`"o e d b°it j �9.9 8 I 2 �� r�.r5 P` h1�' °� �` �. rsE '��-47E►n� ^ '"' 0. Ig ' 18 1i � 0 1 20 6 1 9 5 P o p r 6¢ 17 yy. S e�� 3 �2 5�-15,3°rr 3 22: 21 p r 16 IT .. - r re y yti+ �4 F, o C. RY� B �77' G �S.E• �c•° �Z r BZ 3 y►° tv91 24:2 14 1� r It' A / ° ey.y� 12 5 C,O. ��•R //I B •2 P L, 4q; ao� r, r5r90 ,Ss�� • j �/7T 29, yao 't�++L , 8•; J%'�'' ': v 4) 5 %j6 3a d• 2475 s° ,6 /S 3 k° �A`° a �e ro < <' c it� 2 Pc 1t49* v, p, , N R R -12 - P. /3 CoE ° , M �� y .t� 2� 54 5 a° W a �aC• Or �y.c �� '� --��+ 0 5 97 295 �CNx- �M:� •o .o 52.5 , ' 4 t, s �h o R g l y / 6 5 in �fI R 44' 7E . • I!1 • ^\ ° .L ,. 0 T le �. �.,6 �?, �• 4 9 50 a o I o ti s7 I Rc. /t ��•v , t� (S.c) 27' N : '` ^o: Z �� o -( 8 4 ,. pq� 6 7 i- ,� is3rG� 1's `o tr1'�i �.t �� — /4ZIo1Z 46 4 4$Tp aT•� 3 10 - R.51 3Z �� R• r5'z 8 1 o w o y� o , i vi ' '70 �` 44 45 (s I �� vo to 3 12 11 ` 1'1 s1,�� 9 •s0 , 43 P1T-• 13 1 7 t� t S 1. 9 55 c� f' s �q I ti 4 , . 1 30 41 , t ( C q.) ',.'�3G' R' �� ,, ✓ W ,• G� �L. 5�`I �' 3s.5a I 39 40 „ �SptH 1 ° W °fit °D 5 r1a f �G¢7°7 ,� 1'ti. �� '� �`ro � I 'i 9B � �+ 13'(I �8 S. 4 3 Z �qVie � ZY✓ ?4 L 3 1 , J 'j r✓• � l'� ' - — .:35 — o� ' �Q� ? l i K,45 u r 4 35 36 6 5 38 ' o `� 2 ZZ ,��59 , t , t r� �,/..3 1 ! d' / .i v 3 3 1 15 tr 0 ( w 0 1 2Q' �i f, ► 90� I`A.Go %P V- 43_C4 w'-i � 2 3 t r 4 &p p /L �'�" J '1 -1 .� " 8 R D , r a I r7 ,�,Id. 5 g.s9� y� 11� pb%�' �o ,� Q� �' o J° � � \�0 . � QiI 30 31 1/-J9' � 0 ,, 10 � Vag ,ail � �:. ty / f o SN so � �� i to °` GAP S /r , iyGr 2" o � i 29 d, 33� 33404 ,3 12 Q 2°'' ld� 25 6 Qt� C� Z9- / 1� _ Z © l' 37 59 ,5 4 G 3 �R 3> _ 77- \b ti �, n - �Ca y �� `2, �✓ w 16 p 1 22 2 �° rr _ ��a +� ^ 4 ° w ;' ,�. 2475 $ 1 ---�' %L ° 20 2 i \3 o o g Q� c4 °5 E^ �',� . -i w Var. ° 21 20 19 1 ° y �, 7 to,b ` 21 a N i N 5 62 ,,v z 6i ro w �v w n, Q ;s o 2 •� t 0 Al y}I W o ado n� " 1. 24 23 2 ,�s9: j� t2 r► ��r 1 J� h �' m �1 ,�5 ,>> 1 �` ? 3° 25 14 , /�3. 0 p p 27 26 40 N vl �• e i� ,a ti' y 28 ��-� : 55'5 : ,, 2 , 1� • �3 ,c C% �. a' o� / oo tip' a ,� ti : h 53 ' S4 ; t • 4 \ 2 0 �Qti� /�3 Imo+ / / '1 O N �: r'T-T1jU : _ . : ; ; ,5 2. S. �5.f�.ND•� s 5 _ . 1 - IMH ppy f J e 4 ry g3 (`� i10 o,jio b}O / l / / I '° 'a : 49 5O • 1• 5 4 5 •'�• 6 fi T s• ., « ,��, 47.48. /G o '4 12, 1 I r o a -- - a '� 9�0 lo��i t Y 4' V, '� y�+� �1 I / / / A 318/ 3 , : 44 45 and. • 13 . , 1 '' O ' �- 19 �T, t3�' AZ t8 N e"SGi g a352' �9� .43 g-.3oE iR. �/AG-29-�E ; : •sO .�2b¢rl `; N NF a �' h t► 256 .ob /o•I / / ZI TON •�•39 s /�°b�b►9 / / 33gf 2 I/a l 1N REN i _ _- -r 5 3? '� OTN S 5 ' 4 : 19 /� c G / .5•N' 0.2 Zqo/ : j 3 $. 15 6 -� , �6 G f' fl• N _' .-- G 3r9. 4 ` "°°� /° III / 4n5 0 JOB' P'S l4` �'^ I° 1 StQ. 147tzZ.4 �,�' 32 33:3 ; 0 • g : e •F2�319 a zo o 12 II S.F. T h �4s ZZ.4 i i m 31 .1 38 i d as Srf�� orb �►r I�` ��/ ,/ r'SS N No 2-M s G �4a+oo a.E./d5' I 1 0 ib\.; j9 :'50• 4t kZ9°�3r'7 • 13' 12. 11 s o 14 /!7•I! �. /l0,�7 t Z - 3� 6d° 5 31.' 29 jr t 4, 4 / iZ 24�f B oo • III G S JCT°,rtd ��%_ �,�..11 1 c : ,y �'ac o 09��7 'o N to .lo 2 4 LA 35 `. 0 o-T o� l / I l v, 5 #PP 4C`5 :;hor''it "[5 ` 1r a .G.L•/ „ 2 p 0 Z°o. a 34 37 = o F. A• 1 p,O�,;6rf�� , �, I4.:1-' 4 3 y./r /9s h 15 ,g,,g5 IIA43 �V / /�r7 r r '\ I ��5/Gl7 goo a af� / / ay 2'"' y4 9� 4 a5 6 5 g 3 w 37 sa 4 t 3�O i ! __ a- r o c i 2 9 7 cn 3 2 0 b = rlZ.ao 36 '� 34 W 17 /o' ° / I I r , K Z¢�5 g/ZZ 'w� "; c 1/1O�;.93 3° %1 g o oo.B 33 �1 16 Zt lr'P56'E 0 C 35 s ` �nL� 33 Z � I �_ F.'e qB 5�E SE za-z�s-4 '� ° O �. �Q 14 36 32� � 17 �°' ` tZ G� Q�- b\ / //f%� �p� �, a ! /1336.3i - ^ 1�� `' •z ° d� /gp.S/ �.4ap o w Q /95 -y, 0 �2.G -- h h/ / I I l 3 Z J - — N 8 3 f� 3* Z e ° d G 'ti , v c 25 ��13 3 4 e: a 5� o Z rrr� 15 �ipc. sq4"24v° 31 q 18 rkl, ti / o •� C -33'y IO G � I K' 1• 9 � � 32 4 1. o A�.o� m �. 'r'c - - r 44 R "` / .17. O ZI '�� if/Bl - 'r «ct.,r) ti e `« �" rs'� ei LZ ^ ^ ° W — 33; P I 2 5 , \• ?of 9 c ,E/E, 13�y - 36� ��+t'�Z1�-ZS-¢a 1'1b .1.� Z.4 3 3d Q 30 w r „ O r 3C ,1 3a 0. r r v C O p4 13 /� Ae A �� Q �, d CPet J) N �. o o y o,� 6 3° sc 5 0 ASS �z No y, ti;� q o �.» i Q C i I 4 e' ^� 2 W, �G 'r V1 !I 37 Q` o C 3r N. of 0 3,,0 a N Q p a ►p o� li - O 0 Iran 0 O 2 O 2 �' \ �� C J P. a �1 IQ �) ot _ ! ' /S ZI a 54,yo 4� arMo- �2 d� 2 Ip5 Zq gyp• o z \ 01 p = t �° p W ` Z u _-71 Zo �1 leas �oq9►Za,1�Q92o ° 2 j �17 - u1 t� �� 20 21 22 23 24 25 26 27 28 2931 3f►cc M) 2 so , 55 C) O 1 1 16 17 ' 8 19 20 21 22 2 i 24 25 ao IN 19 70 2 I 23 24 25 26 27 28 29 - - _ 2! L -1344/d5 ENo r24 r1 r � _ GS G2 r20 ,e9 37-S7E 257 f' °1� n/E7-37-So[ za/.�S cS.�t �0+,38 8 3° 3� �o �o — t�•r ` `., Tn C. ni a 2/-Z� ,�a - ,RFc SVAV es/e7 '1201/G90o0— 350 - �'k 9.�M .iIII>l.,ii ''ln�V� fl S.T�- 16TH ST. - ---- - G 0 Z 0 W 8 a 0 0 a LL M x w Z J 00 04 Y Z 0 LLJ z_Q � p Q (Y cf) LLJ p Y Qo Q o@ n a- Q LLJ Q's Q z J Q Q rz 0 LLJ (� w ry O p Q f- V) Z LLJ Q n LIJ Z LLJ O Q LLJ Ctf �4A o Q� Q> a o� O �E E4 Q E w �a iJ a' SE NE 1/4 SEC,, 24 TWP,.23 N ,R GE. 4 E ,W.M. DRAINAGE STRUCTURE NOTES STRUCTURE DESCRIPTION NOTES RIM INV NOTES 0WS #1 PIPE INC. 5106-S (OR EQUAL) 17.3 14.3 (6") CONNECT TO VEHICLE LOAD ACCESS HATCHES SANITARY SEWER 0WS #2 PIPE INC. 5106-S (OR EQUAL) 18 3 15.3 (6 ") CONNECT TO VEHICLE LOAD ACCESS HATCHES SANITARY SEWER CB #1 TYPE II 48" 0 16.2 10.5 CONNECT TO AND SET STRUCTURE AGAINST EX. SD VAULT CB #2 TYPE II 48" 0 17.3 12.1 CB #3 TYPE I CB 16.7 13.7 CB #4 TYPE I -P CB 16.9 14.3 INLET #3A 12" CMP N/A 15.2 INSTALL DEBRIS BARRIER, SEE DETAIL SHEET 6 INLET #4A 12" CMP N/A 16.6 INSTALL DEBRIS BARRIER, SEE DETAIL SHEET 6 OUTFALL #4B 12" CONC. N/A 16.2 INSTALL DEBRIS BARRIER, SEE DETAIL SHEET 6 OUTFALL #4C 12" CONC. N/A 16.2 INSTALL DEBRIS BARRIER, SEE DETAIL SHEET 6 20' WIDE ACCESS EASEMEN FOR FIT OF L t � - Iv, REC. NO.E8602280930.EL A> :2 bVhI ER H_ e : SEATTLE METRO SSMH / ?(1p '; 7,;,7 -• \ J / I I m E_ .r. i RIM=13.52 � -� �t " j "j � '' / / .'� � CB 8 EX �N \ INV=2.12 ,N E, -12" CONC.} r - r „�...:...--• " �_ �. /"- ,» VALVE : , '11 E �...� 1 - / � ADJUST( RIM AND GRATE INV=2.02 OUT S, 1 CONC.} , �-'� �� y �I C i - TO EL.EV:- 19.0 r SEA _.LE METRO, SSMH � Ar i CK;RIG LID _ Q1L/WWAIrR SEPARATOR #2�/ '. w _ --3 _ .�-:-- _-- - •� GRAPHIC SCALE �� . L01 0 o 25 0 25 50 -� RIM=14.02 _ - - WITH EXTERIOR SHUTOFF / / i n-- �. - (n _ INV-'NO ACCESS _-- VALVE CONNECT TO a 1 INCH - 50 FT. _ Q ADJUST RIM TO �1 _ `� t :.,SANITARY- SEWER. J � S/ 9 ' I L= 18. :�0 - _ it / 5•� L\N 6 �5_ ;� l 3 Q �. r , R �FtA{�Su�NO 83pt2 N GEZ PO0MENT EA tel:- \ SE � i - ADJUST EX SD VAULT - = - _ X_ - t _ CB #6 r�E.XY _ -./ II W J ' " ADJUST RIM AND GRAT o 20 N ACCESS HATCHES ��- 'sEv .v�-�` E� ;\t \ ` TO ELEV. 17.0 �f :19.0 yr, EL � PROPOSED ENTERPRISE" CAR .r 1 RENTAL AGENCY .••�"�� - - # . �- - _� - f PROPOSED (5250 SQFf) _ _ - FUTUf RE P t 4440 SQ)CE r- 1 M ; ADJUST RIM AND G.RAT€"-'C ` �_ ( 1 - _7 == " --_ - TO ELEV-4-9:1"- ° -- 6 f / / - -l. - S-c� _ -- }.1- �, a; 1 _. _OLF ♦ / 00 _B #5 (EX) Q ADJU-S-T RW F,ND GRATE -- . _. J o w A� _ 16.615.2 �t i , S = INLET 4A _ - -'' ° _-I€ 12 =- E $ 3 �2 �L i r - - 4C 1 I.� VP ,,// �•-l- �`-. ` t , �' _ _ .. 'J 3 X.... J ter' 3BREAK IN CURB FOR SURFACE �-~' DRAINAGE FLOW. CONSTRUCT 3' FF 18 / ROPOSE WIDE, 12" DEEP ROCKED SPILLWAY 1 1305 SQFT) � J /_:.� TO BOTTOM OF WATER QUALITY SWALE -' �'`USE 2" TO 4" QUARRY SPALLS. 000, Z O 1 _'" V• P� �� OIL/WATER SEPARATOR #1 PD WITH EXTERIOR SHUTOFF ry --,,'' G►� �.%.�' ♦ ♦ VALVE CONNECT TO �jvi'.��-'" / SANITARY SEWER oWoo Icil ,Z STORM WATER DRAINAGE NOTES 1.13EFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2.All construction shall be in accordance with the "1994 Standard Specifications for Road, Bridge and Municipal Construction" prepared by W.S.D.O.T., and the American Public Works Association (APWA), as amended by the City of Renton Department of Public Works. 3.The surface water drainage system shall be constructed according to the approved plans which are on file in the Department of Public Works. Any deviation from the approved plans will require written approval from the City of Renton Department of Public Works or Surface Water Utility. 4.A copy of these approved plans must be on the job site whenever construction is in progress. 5.Datum shall be NAVD 88. unless otherwise approved by City of Renton Department of Public Works. Reference benchmark and elevation are noted on the plans. 6.All sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on -site erosion has passed. 7.All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Department of Public Works, Surface Water Utility. 8.Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Department of Public Works, Surface Water Utility. 9.All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7-02.3(1) of the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top) of the foundation material as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on a uniformly dense unyielding base. All pipe bedding shall be APWA Class "C", with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per AS,kM D-1557-70. Pea gravel bedding shall be 6" over and under P.V.C. pipe. 10.Galvanized steel pipe and aluminized '3teel pipe for all drainage facilities shall have asphalt treatment #1 or better inside and outside. 11.Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 12.All catch basin grates shall be depressed 0.10 feet below pavement level. 13.Open cut road crossings through existing public right of way will not be allOwed unless specifically approved by the City of Renton Administrator, Department of Planning/Building/Public Works. 14.Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of 1 foot and must meet the following specifications: 4"-8"/40%-70% passing; 2"-4" rock/30%-40% passing; and -2" rock/10%-20% passing. 15.All building 'downspouts and footing drains shall be connected to the storm drainage system, unless approved by the Department of Development Services, Plan Reviewer or Surface Water Utility. An accurately dimensioned Certified as - built drawing of this drainage system will be submitted to the City of Renton upon completion. 16.Issuance of the Building or Construction Permit by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 17.The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, floggers, and any other needed actions to protect the life health, and safety of the public, and to protect property in connection with the performance of wort: covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow shall require an approved traffic control plan by the Traffic Engineering Division of the Department of Public Works. All sections of the W.S.D.O.T. Standard Specifications 1-07-23, Traffic Control, shall apply. ?-- 3 I -- RS American Engineers • Planners • Surveyors Engineering 4032 148th Ave. N.E. Corporation Redmond, WA 98052 PHONE (206) 881-7430 Fax (206) 881-7731 _ A -INI-NININ 1 -r rJ a') 03 cc CV �I a vi a� a� w Q. 00 O r- 0) rn CU a) 4- 0 9 9L7 T L� W' ° A/� �N 1/ F, feATTLE ITW OONI 5t'@T -J6,Efi Z- U. X c4l*c) 5YM30� � WV��(CW6,W � OIL/ WATER 55PERATOR BLOW , ❑ CATCh 3A51N O 55 MANttOLE ® WATER MAMIOLE ® 51GNAL CA3INF-T 'C� FIRE hYDRANT M GATE VALVE ® ELECTRIC 3OX BLOW OFF VALVE 20' 5IT5 PLAN I" = 40' (IF PRINT 6 22X34) ORAPHIC 20 0 20 �450 I IW h - 4CF1% FROM 20' TO 13' 20' 3UILDING \ 5ET3ACK job \bA y / EXISTING POWER LINE POWER RELOCAT VE TOP OF VALVE 11.22 " i P"'�'Y' 1. Total square footage of the site: 2.74 Acres = 119354 sq.ft. 7. 2. Wetland square footage: 0 sq.ft. 3. Landscaping square footage: Natural Landscaping for Wildlife: 6590 sq.ft. (5.5% of site) Maintained Landscape area: 23013 sq.ft. (19.3% of site) Total square footage of Landscaping 29603 sq.ft. (24.8% of site) 4. Building square footage Convenience Store/ Gas Station building: 1305 sq.ft. Enterprise Car Rental/ Car Sales building: 5250 sq.ft. Enterprise Future Expansion: 4480 sq.ft. Total building square footage: 11035 sq.ft. (9.3y of site) 5. Pavement square footage: Existing Impervious Surfaces: 0 sq.ft. New Pavement; 74415 sq.ft. New Sidewalk: 4101 sq.ft. New Building: 11035 sq.ft. 8. Total Impervious Surfaces: 89751 sq.ft. (75.2% of site) 9• 10 6. Parking Requirements: 11 Convenience Store/ Gas Station: 5 stalls/1000 sq.ft, of building 12 50 305 sq.ft./1000) =6.53 (7) 13 Enterprise Car Rental/ Car Sales: 1 stall/5000 sq.ft. of site 14 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 X- 0 EXISTING SECONDARY OVE1RM55AD POWER UNE. (TO 3E 5URIE1) ACROee rHE SirE). EXI5TING OVERHF-AD MAJOR POWER UNE TO REMAIN Ch 0wi �r \ i i 51TE PLAN NOTES 1. Indicates building outline 2. Light pole J. Tank farm. 4. Trash=nclosure 5. Canopy and gas pump location 6. Min. radius 2' at curb unless otherwise indicated. 7. Enterprise street signage 8. New contours 9. Existing contours 10. Chevron street signage 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'-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'-O" standard stalls 34 - 9'-0" dbl parked stalls 10 - 23'-O" 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'-1" Building setbacks required by code 20'-0" Proposed building setbacks: 20'-0" N`NG Uurrent zoning: CO - COMMERCIAL OFFICE �N Proposed zoning: IM - MEDIUM INDUSTRTT��I,,kN0N Construction type: VN � G`' v& 9� • �9 F��GE 0� Ic a`D Q a. I- U (D C-06 00 C C7CL�MU W 0 -0 0 -0 0 - 0 O-0-0-0' d N O N O Cn V) co U) � C/1 fn co (n W 0 Z- <Ua m W � N W= "0 U I'T �Q 3 I- ffi r ~ 0 o LU I N D w 1- N ccZ C] z w U w Z cc V) 2 � N01iV80d800 33I.Al9S -IdNOIS&I�bd d r W � Lo Z tD >- < Cie- &: U Lu � d o U) 0 U 0) C 0 Revisions No. Date Description I I Project Director ML8 Approved By Project Architect Checked By Job Captain Drawn By JPA► Project No. 97080 Drawing No, All 1 1 Date 8-24-` 5 r E� iZ N i li� 9 9 5YM301 OIL./ WATER SEPERATOR ❑ CATCH 3A51N O 55 MANHOLE WATER MANHOLE ® 51GNAL CABINET FIRE HYDRANT OF- *eTw oo 2 W*2042 ON e,' a M--W2 (0" 0, W COW;J • , WATER MH TOP 17.07 TOP OF VALVE 11.22 i D4 GATE V)"\LVE.- ® ELECTRIC BOX 1-1 P NM2 NVIRIO 66M I BLOW OFF VALVE P,M L UHe�l �� SIoN �z01 o , N ORIGINAL GRADE ELEVATIONS �� ? SET Po (SPOT ELEVATIONS) �00 f EA o-a LIGHT POLES 20' N GGE 5 DRIVE I WATER METER ' !^- '` .' M -"�'" j ?' R ��0, - 10' BUILDING - - �l SETBACK DRAINAGE, DIRECTION OF -�,; tea• -• .,,.i•:.t �Q ,'.� _ � •� N N A. f V G _ T R j - to C .--" Y ' 4"` lit. ✓ .;.:-•_ - ; : : , '.-- .) A t 5 l `t tr- ./ rr t 5 0 4 a a , i f �u -5 2 C O 't XP f p U, s.--y R� �, .��- , .- � ' 1. . } • .... ., . 0 to 41 tn rl /f 'i. r� •1•.. 1 t '.f }. d . 1r A• �,�•� 11C. - t tf i 1 :t : �7V� .•wry". F- f 4V ah _ Y r t' T' a .ate J '.d%ia"'°'• Z � \ - t- . ha •i., : ';.- •. •.'1 ..: } �/�W/ �,.�• � _. - - - , �� ,,F � _ ". . •:r' . _?�' ..1-..- ; .�'t ... � ••.- �- :- _ � :: } ' -}- " -t - .�!'''41-:. a'. '' i.'I�T�. t G t..� . •,� _ ^/ � f /�i d •.'�� .a- ^•'-.. l-., -...U- - f .� •i . t .p.' i. �?��•r•s �/- \ . :�� ` . f ..:� :: �' !�j:ps .:. t �2'... 10' l.AD1 AG PE'BUI=FtR (EAST 5{~ T� ) _ /�q/ G .ON �•. y ` •1-.• _,L�4.•� .•4� t�V. •. i •,0 to V �"`� V - ��► 5-f°Q6 x�$.�1 -.. �\ . s.:.: PROPERTY YP. -� yOs' ,ice`_....,. �...:..::.......•..��.'•':...":;`4��•'�� / 1 20' ANDSCAPE BUFF Rob \� 3 \ C30`� 5 F '' 20' LANDSCAPE BUF R SECT 20' E.iILDIN6 SETBAGK i 5'TE PLAN !" - 40' (IF PRINT IS 22X34) 20 O G C ZO �4 � 80 I HCH - 4GFT. Am M EX15TING- SECONDARY OVERHEAD �- POWER UNE: (TO BE BURIED ACROSS THE SITE). EXISTING OVERHEAD MAJOR POWER UNE TO REMAIN G E V 2 5 '►'f p c.Zb Z'3 51TE PLAN NOTES 1. Indicates building outline 2. Light pole 3. Tank farm. 4. Trash Enclosure 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- LANDS PE UfFER 1. Total square footage of the site: 2.74 Acres = 119354 sq.ft. 7. Parking Proposed: FROM 2O'TO13'M .( c �ON) Convenience Store/ Gas Station parking: 9 - 9'-0" standard stalls W / 20' BUILDING 2. Wetland square footage: 0 sq.ft. 1 - 12`0" handicap stall �\ C 5'SETBACK - Total Convenience Store/ Gas Station parking: 10 parking stalls proposed 3. Landscaping square footage: ♦ i �3 �// Natural Landscaping for Wildlife: 6590 sq.ft. (5.5% of site) Enterprise Car Rental/ Sales: (w/o expansion) 48 - 9'-O" 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'-O" parallel stalls 64 8'-6" compact stalls i 4. Building square footage: 2 - 12-0" handicap stalls t Convenience Store/ Gas Station building: 1305 sq.ft. Total Proposed parking: (w/o expansion) 168 parking stalls proposed Enterprise Car Rental/ Car Sales building: 5250 sq.ft. y EXISTING POWER UNE Enterprise Future Expansion: 4480 sq.ft. Enterprise proposed parking: (w/ expansion) 46 - 9'-0" standard stalls Total building square footage: 11035 sq.ft. (9.3y of site) 34 - 9'-0" dbl parked stalls 10 - 23'-O" parallel stalls 5. Pavement square footage: 44 8'-6" compact stalls Existing Impervious Surfaces: 0 sq.ft. 2 - 12-0" handicap stalls j [ New Pavement: 74415 sq.ft. Total Proposed parking: (w/ expansion) 146 parking stalls proposed j New Sidewalk: 4101 sq.ft. New Building: 11035 sq.ft. 8. Allowable building height: N/A POWER RELOCATIO Total Impervious Surfaces: 89751 sq.ft. (75.2% of site) 9• Proposed building height: 19'-11, 10. Building setbacks required by code: 20'-0" M 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 50305 sq.ft./1000) -6.53 (7) 13. Proposed zoning: IM MEDIUM INDUSTRIAL I Enterprise Car Rental/ Car Sales: 1 stall/5000 sq.ft. of site 14. Construction type: VN 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 �bE o Q c c � a C 5�2 0 Omm(J w0000 �- �- 0 0 -a � a- c�T)coC()co cnU)cnm W Q Cl N r U cc LL 0 w f- I N z LU > � Z d Z Q C 0 2 � NO;Lti`r�Or1�07 3�I��Rc �7rJ01SS��Otid V W � � Z lS� d o 0 U .5 0 Revisions No. Date Description I Project Director MLB Approved By Project Architect Checked By Job Captain Drawn By JPA Project No. 170$0 Drawing No. All Date r a I*00010, 0000, to so V SITE PLAN F7 i (1) 10,000 GALLON V DIA. SUPREME UNLEADED (1) 20,000 GALLON 10DIA. UNLEADED TAN��,,.� 40 as EX FH r000� 103 IF t:015001 A# 30�0# k-,1S-12L LLJ LjLJ 1 7ttR CL �! w 0 Z., 0 LLj z O z d LLJ >- ° L... w o CC Lid z LLJ C5 KIRTLE`r' C O L E bEt4�wllp 1002 107H Strsel PO Box 1179 Snohomish, WA 9A:31 Tel (360)868-3171i Fax (360)866-7a1) www.kirtley- cola. coil PLAN AND DETAILS DATE II/1► c i PROJECT NO. 203-6 DESIGNER DAO ' SHEET 11 NAM" F f17 )F RFNtlT(O Y MAR 2 7 Z 1 V) 0 a 0 J d W X X O� Co r N W @�A N g 0 N 0 b LiJ z J Q 0 ry W J O v O Q �d zz O C� O ry (n U n �z Q L1J 0 J Q r 0- ry L J Li O �_ to w w LIJ 0 � I — z IJ p Q� z LIJ z W OQ LIJ L a° � o o� Ln o O �.E ° -0 �Q W �a rn° c �E �E E MN c Er rn c a° �CD IIIII� IIIII� a.J �•�' ! -rn '•wry nnnn INLET WITH GRA STAKES FILTER FABRIC LASHED GRAVEL WATER -DIMENT 12 \Xj\ 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 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. DATE REVISION BY PPR - ` -----_-------------- - .-Ex-109L W 4A FILTER FABRIC FENCE INLET BARRIER Y p ADOPTED s CITY OF REMN ♦ STANDARD PLANS FILTERED WATER 2'_ 0„ 5'-0" 2'_6" - 6' MAX — FILTER FABRIC MATS^' "' 2" BY 2" BY 14 GA FABRIC OF EQUIV. PROVIDE 3/4" - 1.5" -- WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE. 2" BY 4" WOO, BURY BOTTOM OF FABRIC MATERIAL IN 8" BY 12" TRENCH 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. PECTED IMMEDIATELY FNIO LSf DATE: 12/96 6. FILTER FABRIC FENCES SHALL BE INS 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 v�� Y 0� CCrrYOOFERENTON IMMEDIATELY. ♦ i STANDARD PLANS �F N 1 O� LST DATE: 12/96 4 m , TEMPORARY CONSIRION i �P.ROTECT OSTIN.G SQ�/A�JLTI,ID x `'� -, 1 _ E RA -ACCE' `S RI§_tRS I- !_� `,SEE DETAIL, -�T��TK rt� In C °v v o� o00 0�°00 °000 t —v n000, 000o pc I r _ O I !PROTECT NE UTILITIES 'UNTIL SITEWO K iCOMPLETE ` 1 PROP BLDG - A^ TOWER i 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. rvir^TI►In !'�n rll IAIf1 CVICTI AI(` �onllnln 15' DATE REVISION BY APPR DWG. NAME: BR21 SP PAGE: B066 MAINTAIN J` -0¢ / PUGET POWER TRANSMISSION UN / — — — -f— E ACCESS EXISTING FILTER \ ! 41. EASEMENT/A.F. N0. 8301269001 ( FABRIC FENCE 13I1E HAS.BEEN 11 �.._ r ' ' I'REVIOISY D�S7U / I '-- O -1-------------------- --- - - --- ---_ GRAPHIC SCALE -- _ ; ; �- -- -'='---a: - - r 25 0 25 50 100 1 INCH = 50 FT. PROTEO-RtFW--- I l A [ $ANITARY SEWER /. SYSTEM UNTIL PROPOSED SIT WORK COMPL E BLDG MACH RIM/LID TO PROPOSED 2FT TALL FINISHED GRADE +t IROCKERY ' 1 T; �- -- y i � h J 1 I- PROTECT EXISTING- SQ_,�_ 1 PROTECT -� - -_ _ _________._ ___ ._ __ __ WAIVH6Lf`s {NtTH: MANHOLES ---- �- - - _-_INLE_ _ . WITH INLET -- -� fl I °0000°ao BARRIER ° °°°° . _ r ��1 i l 00000° °°°° °oop0000 lso�` �/sM o°°O° O - - -- O °o°°° 00 --- 000 � r-. I PROTECT-P -......... UTILITIES IlNTL- `S1 +, RK " 1 COMPLETE l -- ___--- — -f TEMPORARY I _ TRUCTION---- CONS WAY ENTRANCE RADY . � PROTECT NEW STORM THIS SHEET. � _ ------ - ',DRAIN AGE FACU_tTI€S- --�-_ - - -- ------ "`w ---"°- �•_..�J�!-Tlt�l-TES©RK ` VP ----- 1�EP R ESS RIM GR A�€&- 7r0rT r -BEAfO (SHED PAVEMENT ELEVATION. i mom R/W -� z EXISTING DRIVEWAY - RAMP OR SITE ACCESS ROAD TESL NOTES w w > mQ ()fCL UO g�w w o >w ft� cr_ 0o Q 0 Q O TEMPORARY CONSTRUCTION ENTRANCE Y p ADOPTED G CITY OF RENTON STANDARD PLANS �Y N O`er I.Sf DATE: 12/96 DWG. NAME: BR23 SP 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 r other roved erosion r planting o of e a immediately stabilized with mulching, gross p g pp control treatment ap plicable to the time of year in question. Gross 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. 7-31�`t8 American Engineers • Planners • Surveyors Engineering 4032 148th Ave. N.E. Redmond, WA 98052 Corporateon PHONE (206) 881-7430 Fax (206) 881-7 31 EN NIN11AA1A r v- 115" - 1'-0" (IF PRINT 15 22"X 341 N 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 PIT 5 DWG i —c gN z0'-0° /CMu 1-_4,11 L, ----- 10'-0" - i� 8'-8" FACE O 1 O N DUMP575R 5NCl.05URE 0 CMU CAP BLOCK SPUT FACE CMU WALL. 4N GONG. SLAB �' FOOTING SECTION 2)ENCL-OaURF, NO SCALe 3 t— TANBUCKEL lily-ljll�II1[l TIPllt' � �i,c �DUMPSTER NO SCA.E METAL 50NG CANE BOLT KEEPER N S Q in GATE A-t9-/z-6 o �� L L C 0 Q U p� C tz Cap C 0 Omm U W 0 0 0 0 Ca/a G)10 cc:Z):: �coU)c- w 0 L) W D V= Z Z 0 LU I N011V80da00 3OIA8BS -1VN01SS3308d V 1D Lu LD M LL t0� V C C 0 U L 0 Revisions No. Date Description Cop, .^ ON AUG 14 l,g Project Director Approved By M.L.B. Project Architect Checked By A.G.O. Job Captain Drawn By J.P.A. Project No. Drawing No. 17050 Al'02 * 2 Date 7-07-15 DOOR SCHEDULE ReWrsion No: Date: O D IC 3 CtiJ Q 1 00 m O 0 c n / a, / / / 6' - 4" TEMP. GLASS REL ITE N I I� �FRAME HM � ALUMINUM FRAME HIM DOOR T DOOR TYPES i �� ALUMINUM STOREFRONT DOOR ROOM LEGEND: 100 SALES FLOOR lol GOOIER E102 RESTROOM 103 OFFICE 104 KITCHEN/PREP AREA POINT OF SALE (P.O.S.) 105 PERED SS s i WINIDOW TYPES lc EQ. ; EQ. oil mo EQ. EQ. 10'-5 1 /2" EQ `S m FLOOR PLAN SCALE 1 /4"=1'-O" 20'-9" "9n 1-n 11 6'-4" 10'-5 1/2" 10'-10 1/2" COPYRIGHT NOTICE THIS DOCINENT AND THE INFORMATION HEREIN RELATING TO THE PROJECT ARE AN INSTRUMENT OF SERVICE AND THE COPYRIGHTED PROPERTY OF KIRTL.EY-COLS DESIGN/BIRD, INC.. THIS DOCUMENT HAS BM FURMSHED IN CONFID9ICE, AS PART OF MTIEY-COLE'S EXCLUSIVE RIGHT TO DESIGN AND BUILD THE PROPOSED PROJECT. NO PART HUREOF SHALL BE COPIED, DUPLICATED, DISTMUTED, DISCLOSED OR MADE AVM-#Af TO OTHERS OR USED TO ANY EXTENT WHATSOEVER, EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY KRTLEY-COLS ANY PERSON, FIRM, OR CORPORATION RECEIVING THIS DOWM34T, HOWEVER OBTAINED, SHALL BY VIRTUE OF THIS NOTICE BE DEEMED TO HAVE AGREED TO THE FOREGOING RESTRICTIONS AND THAT THESE DOCWLVi S WILL BE HELD IN TRUST AND CONFIDENCE SUBJECT ONLY TO THE PRIVATE USE EXPRESSLY AUTHORIZED BY KIRREY-COLS KIRT EY-COTE IS NOT RESPONSIBLE FOR ANY COSTS OR IMPACTS NCUT D BY ANY PERSON, FRA, OR COFPORTATXIN USING THIS DOCUMENT FOR ANY PURPOSE. UNLESS AUTHORIZED IN WRITING BY KIRTIEY-COLS law Q V J Q•-� C> z �> �C j a W Q w Wa Z _ �I— O Q I--W C3 �L ZaZ W O = �— > to Q 0 a W a w Z�Z 0 V/ Q Z O W Q w Q V V a� Q U � l� U Z W Z 01KIRTLE�Y _ COLE toot UTH Writ Po sm W9 9nohadd16 WA 9A?BI Tel 380MS-3175 Fax 390011.701 FLOOR PLAN SCHEDULES MISC DETAILS Date: - 7/6/98 Project No- 97038-1 Designed By. EJG Stang DEVELOP; -ENT PIAP>rl'NING CITY OF RENTON AUG 14 1998 RECEIVED - sheer of EXTERIOR COLOR LEGEND Revisim Nm Date: I 0 I m Q 0 c -a—j Cl.) n YV W HO - - I O f 0 I m EAST ELEVATION SCALE 1/4"=V-0" CHEVRON "FOOD MART" 51GN 5-r OTHER5 ANGLE VIEW 1 NORTHWEST ELEVATION (SOUTHWEST ELEV. SIM) SCALE 1/4"=1'-0" . .............. ........ ....... ...... ........ L....................................................................\ ............................................................................................................................................ m............................................... ANGLE VIEW NORTH ELEVATION (SOUTH ELEVATION SIM) SCALE 1/4'.—I' 0" > 8" LI6MT GRAY 5 > 1 112" WHITE 5 > PRE-FIN15tED A.G.M. J6" DEGAL BAND AE90V>: WINDOWS 2 > 5Tucc0 MARK DESCRIPTION GOWR: LI6HT 6RAY (6Y--450) OCOLOR: DARK GRAY (6Y-210) OGOLOR: BLUE (13L-310) COLOR: RED (RE-360-5) OCOLOR: WiITE (41-835) NOTES I. ROOF MOUi M MECHANICAL EQUIPMENT, SHALL BE PRIMED AM PAINT LIGHT GRAY TO MATCH GWA ON GOLOR5 2. DO NOT PAINT CLEAR ANODIEI=D ALUMINUM FRAME5. 3. CAA-KIN6: WEN GAULKIN6 15 REGURED ADJAGENT TO L16HT OR DARK GRAY AREA5, USE CLEAR GAA K FOR OFF-MTE, MUE GAULr, AND BLUE AREA5, BLUE. ALL CAULK SHALL BE PRINTABLE. 4. 6EKW PLA5TER TO RECEIVE MEPII."A5H FIN)5q, 7YP. 5, HELD VERIFY ALL MEA5UREMEHT5 6. HVAG EQUIPMENT NOT 51."44, MJ5T SCREEN EGUIP14NT 8" LIGHT FRAY GLAZING CALCULATIONS 1 1/2" MITE GROSS EXTERIOR AREA TOTAL 6LAZIN6 AREA PERCENT OF 6LAZIN6 PRE -FINISHED A.G.M. pz" 0PEN06) TO WALL AREA Z320 — 212 = 9.1% 5nxxG0 STUCCO 5ncw > 8" LIGHT GRAY 5 > 1 1/2" WHITE 3 > PRE-FINI9ED A.G.M. COPYRIGHT NOTICE THIS DOCUMENT AND THE NNFOR►IATION HEREN RE.ATWG TO THE PROJECT ARE AN INSTRUMENT OF SERVICE AND THE COPYRIGHTED PROPERTY OF K)RT' EY-CO.E DESIGN/BUILD, INC- THIS DOCUMENT HAS BEEN FUFNSHED 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 AVMABL.E TO OTHERS OR USED TO ANY DMW WHATSOEVER. EXCEPT AS EXPRESSLY AUTHORIZED IN WRITUIG BY UM-EY-COLS ANY PERSON, FIN, OR CORPORATION RECEIVING THIS DOCUMENT, HOWEVER OBTNNED, 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-COL F- KIRREY-COLE IS NOT RESPON5T f FOR ANY COSTS OR IMPACTS INCURRED BY ANY PERSON, FM, OR CORPORTATION USING THIS DOCUMENT FOR ANY PURPOSE, UNLESS AUTHORIZED IN WRITING BY KIRTLEY-GOLF. LU Q C� Q � CD W Z U� 'Q J Q Q wJ .Z co C.J W V CCQ Z Y Z w ,� _ Q 06 e W w Q Zz aj — � � � o ac v)oz � ua<rcc oa: U `z u3 Q U W Z c�c LLA Es 0-1<IRTLEy COLE IW UTH SbiW Po Box un &whowAdt, WA $820 TW 30009-3O6 Fox 300SW7= wMwjarg.y-od.nm, C STORE ELEVATIONS Daw 7/6/98 Project No. 97038-1 Desig� By: I N I-E AEG Starrp Sheet AUG I .j RECE-:1 2 I Of 50UTH ELEVATION vs• = r-o- (IF aRsvr ro zz~xsa-) NORTH ELEVATION va- - r-o• (IF Prtwr 6 22•Z41 Lo O C) cn EAST ELEVATION iie• - r-o• (IF PRINT ro zz~xsO NO a C 5XT5RIOR 5L.5V TION NOTt(a 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") Area = 122.5 sq. ft. Total sign sq. ft. = 302.5 sq. ft. LAMP ELEVATIONS iis• = r-o• (F PRINT ro 22•X34") WEST ELEVATION 5I&N ELEVATION us- = r-o• (F PRINT ro 22•xW) i o Q O Q U CC C O O m C0 U w ooOo 0" 0-00-0-0a n(1)0a)Q) ��cn� W 0 I NOI1d80d800 301A�9S _1HN01SS3308d d 0 0 N X m co I W W >— Z: 0Z LU LD < Q) Lb V C 0 U c Cd 0 Revisions No. Date Description Project Director M.L.B. Approved By Project Architect A.G.O. Checked By Job Captain Drawn B J.f A. Project No. 97050 Drawing No. A3*1 Date 7-07-15 A-C)<,�-/,2(' EXTERIOR COLOR LEGEND RevWm No- Date I I 0-i I 7C:) CL) 3Z • i ll• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ FLOOR PLAN SCALE 1/8"=1'-0" SOUTH ELEVATION (NORTH ELEV. SIM) SCALE 1/8"=1'-0" MARK PE5GRIPTION GOLOR- 1-16W GRAY W-450) OCOLOR: PARK GRAY (GY-210) OCol. OR: BLUE (BL-310) O(ADR: RED (RE-360-5) OCOI. -OR: HKITE N4-835) 1 1/2" WHITE PRE—FIN15HEP A.G.M. IINATED WHITE "CHEVRON" BY OTHER5 (RON SPANNERS AND DISPENSER PI-1165 BY OTHERS -q�-129 COPYRIGHT NOTICE THIS DOCUMENT AND THE INFORMATION HEREN RELATING TO THE PROJECT ARE AN INSTRUMENT OF SOME AND THE COPYRIGHTED PROPERTY OF IURTLEY—COLE DESIGN/BUILD, INC.. THIS DOCUMENT HAS BEEN FURNISHED IN CONFIDENCE, AS PART OF OMEY—COLE'S EXCLUSIVE RIGHT TO DESIGN AND 8M THE PROPOSED PROJECT. NO PART HEIUMF SHALL BE COPIED, DUPLICATED, DISTMUTED, DISCLOSED OR MADE AVAWU TO OTHERS OR USED TO ANY EXTENT WHATSOEVER, EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY K[RTLEY—COLS ANY PERSON, FIK OR CORPORATION RECEMNC THIS DOCUMENT, HOWEVER OBTKNED, SHALL BY VIRTUE OF THIS NOTICE BE DEEMED TO HAVE AGREED TO THE FOREGOING RESTRICTIONS AND THAT THESE DOGULDITS WILL BE HELD N TRUST AND CONFIDENCE SUBJECT ONLY TO THE PRIVATE USE EXPRESSLY AUTHORIZED BY KRTLEY—COLS KIRTLEY—COLE 15 NOT RESPONSIBLE FOR ANY COSTS OR WACTS INCLWZED BY MY PERSON, FRA, OR CORPORTADON USING THIS DOCUMENT FOR ANY PURPOSE. UNLESS AUTHOR M IN WING BY KIRTLEY—COLE. 0— C:v C� Lj— lww 6%, -2 w .j W < Z a 0 a: V) D LJJ zYZ < — LLJ o X > cl) F— 06 W W z z u- 0 F— Z Lu a: a: co cf) w z QVTLEY CODE LE ma MO2 MTH etvo Po BOX we OnchamW WA 98291 Tsi 300SW3176 Fu 3606867M CANOPY FLOOR PLAN/ ELEVATIONS Date: 7/6/98 Project Na 97038-1 Designed By. EJG Stamp Sheet DEvEj-op,.:_-*rlT PLI,; li liNG CITY OF KENTON AUG 14 1998 RECEIVED "5 of 00 \ o N Z co z 0� o a o v=i U I` 0 Lj U Z _1 0 o Ld 10 Cl- . NO o n Q V) Q F� Z -� I-- r C� LLJ V LLJ O Q n Z L,J � W CDa Q � ti w U W Lli Z - a O Lr.J \ ry L \ Q_ \ r \ O .E a O L- � Q r; NE 1/4 SECJ 24 ,TWP.23 N ,RGE. 4 E ;W.M. 4 I NOTE: THE NEAREST AVAILABLE NATURAL GAS DISTRIBUTION (2"0) MAIN IS LOCATED IN i ' POWELL AVENUE SW APPROXIMATELY 500 FT NORTH OF SW GRADY WAY. I � � COVERED VEHICLE 20-- I -- a ' WIDE ACCESS E WASHING, BAY FOR BENEFIT OF PARCEL A REC. N0. 86U2280930. OIL/WATER SEPERATOR #2 WITH LA It-RIOR SHUTOFF' VALVE CONNECT.,; SANITARY SEWER.,,... g�ON LW E 69�A - Y5R �A5M15p g3p12 OBTAIN PERMISSION FROM AND t � Pu �As n !'-= =� - ' ~=- -� S T li N� E_ w � � CONNECT TO KING C0U 1-4/`� •`' 1�`�i" `_"; µ � .. ��'�".-�-- -. - - �- �.�--�. � -A F--4 w \ METRO SEWER, SET NEW 48"0 '= G� a \ SSMH, INSTALL FLAP VALVE BETWEEN �;�"�f -�.:� - -} SEA N j'o�" METRO AND ON SITE SSMH#1 OBTAIN CITY AND METRO a APPROVAL PRIOR TO CONSTRUCTIONSS SM 1 W X as �I CC °' \ -- � y�ios -� S �- IFF -19.0 v . - �� PROPOSED ENTERPRISE CAR u�l 1 i RENTAL. AGENCY 1 PROPOSED (5250 SQFT 0 1 FUTURE SPACE �-- `y o - cn a 1 --_- OD RHEAD POWER o �' ; 14440 SQFT) - SEATTLE METRO SSMH RIM=13.52 INV=2.12 IN E, 12" CONC-) INV=2.02 OUT S, 12?" C0NC.) SEATTLE METRO SSMH W/LOCKING LID RIM-14.02 INV-NO ACCESS ADJUST RIM TO EL=18.00 f EXISTING CITY" OF S n -z 2n a 'WATER Pv1 H _ STOP 1 7 � 07 TOP OF VALVE 11.22 ,`` �EPRON s WER ME NP�CjR\CP p0 9-- _ Opp O "�- f�^ © o � �.� � � � �- cry -�'ri`"'"--��" '„i•�i' i EXISTING 0VE o - - rtN 4 LINES TO 9E PLACED IJNDER"GRG cr' �\ 1 ' _ f-". / �` - n'' _ 577 2$ o W z ~ r ��"o; °�s. 10 FT WIDE EAS,E�1:,.NT 1 1111 --�' p. 1 N rr L ; ' �" -- .. (EX) Jt� C6 4. -- "- Qv � �-------��---/ o ��PAR t •' �,, / ,,.s:"-.... .....-7J �.N '.C�d 'l O�� 1 �J -��V / \ _ 00 SS too e e TELEPHONE R` ER N o C NATURAL GAS ETER ELECTRICAL PO R MErTER Q ll PRO SED',SIGN w Q 0 ' r � m 6�5gai� -'' 3/4" IRRIGATION .ME7,Ef�AA DDGA' 1" DOMESTI-a/XfE-R. SE �I�� i P�'."�� s » 2 ,µ- - 1B 3 12 METE& 1 ANT TEE .-- - 70L-F I" DIP AND NEW FIRE HYDRANT .- _ _ -.i-� '- 1AKE CONNECTION TO EXISTING MAIN WI TH CI TY, ROPOSE 5"16.5�'06 W •'�-''�,,..:--'' � ""r!i�J i I r-1 1305 SQFT) � ,p ' S 82� /✓ J // ' OIL/WATER SEPARATOR #1 WITH EXTERIOR SHUTOFF VALVE CONNECT TO SANITARY SEWER 5� 3 4" DOMESTIC WATER SERVICE METER RP DEVICE TO BE c �,,•� i INSTALLED BETWEEN SERVICE METER AND BUILDING. CONNECTION 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. 4 FClSTE;L $ 05.07-cf9 7--31 -'`l5 - American Engineers • Planners • Surveyors Engineering 4032 148th Ave. N.E. Corporation Redmond, WA 98052 PHONE (206) 881-7430 Fax (206) 881-7731 All --- ININININ AIA