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HomeMy WebLinkAboutLarge FormatJ_ NOTES INSTALL 4" TOPSOIL IN ALL LAWN AND PLANT BEDS. INSTALL 3: BARK MULCH IN PLANT BEDS. PROVIDE ONE YEAR WRITTEN WARRANTY FOR ALL PLANTS AND LAWN. INSTALL AUTOMATIC IRRIGATION PER IRRIGATION PLAN. NO SUBSTITUTIONS. OBTAIN ANY AND ALL REQUIRED PERMITS AND INSPECTIONS. 2% NATURAL LANDSCAPE CALCULATION TOTAL LANDSCAPE AREA PROVIDED = 21,360 S.F. 2% OF TOTAL REQUIRED = 427 S.F. TOTAL NATURAL LANDSCAPE PROVIDED = 18,041 S.F. 20' WIDE GRAVEL EMERGENCY ACCESS W/ 20' SWING GATE (NORMALLY LOCKED) EXIST. DRIVEWAY CURB DROP TO REMAIN DECIDUOUS TREE #1 CHAINLOCK, LOCK & STAPLE TO STAKE (2) 2x2 FIR STAKES DRIVEN TO REFUSAL SET PLUMB & INLINE 2" LAYER BARK MULCH 2" DISHED EDGE PULL BACK BURLAP AND REMOVE WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX PLANT PIT TWICE DIAM. OF ROOTBALL TREE STAKING DETAIL N.T.S. IMPERIALS BINGO SOUTH END AUTO WRECKING PLANT PIT TWICE ROOTBALL DIAM. go u 2" LAYER BARK 2" DISHED EDGE FOLD BACK TOP THIRD OF BURLAP 50/50 TOPSOIL/ NATIVE SOIL MIX SHRUB PLANTING DETAIL N.T.S. - -oz .,,,,,liiiilllllllllll I (IIII PLANT PIT TWICE ...............,,,iiilllIIIllllli ROOTBALL DIAM. iIIIIIIIIIIIII CONIFEROUS TREE III ,IIIIIIIIIIIIIIII I II 2x2 FIR TREE STAKE IIII IIIIII 1 CHAINLOCK, LOCK ��,�IIIIIIIIIIIIIIiIIII IIII IIIIIIIIII �i IIIIIIIIIII�• & STAPLE TO STAKE IIII (IIIIIIIIIIIIIIIIIIIIIiii��� 2" BARK MULCH ��mnmunll 2" DISHED EDGE UNFOLD TOP THIRD OF BURLAP & REMOVE WIRE BASKET 50/50 TOPSOIL/ NATIVE SOIL MIX CONIFEROUS TREE STAKING N.T.S. PLANT LIST 8 LIQUIDAMBER STYRACIFLUA SWEETGUM 2" CAL. 30' O.C. 3 PINUS NIGRA AUSTRIAN PINE 6'-7' HT. 30' O.C. 10 THUJA PLICATA WESTERN REDCEDAR 6'-7' HT. 30' O.C. ® 149 MAHONIA AQUIFOLIUM OREGONGRAPE 2 GAL. 6' O.C. �j 56 CORNUS STOLONIFERA REDTWIG DOGWOOD 2 GAL. 6' O.C. O 50 PRUNUS LUSITANICA PORTUGESE LAUREL 5 GAL. 6' 0. C. LAWN JB SOD OREGON GROWN � EXISTING FREEWAY � I DRAINAGE DITCH II BIOSWALE AND NATURAL AREA HYDROSEED ELYMUS GLAUCUS 47% FESTUCA RUBRA 40% DESCHAMPSIA CAESPITOSA 10% GLYCERIA OCCIDENTALIS 2% BECKMANNIA SYZIGACHNE 1 % SEED RATE = 8LB./1,000 S.F. 10-20-20 FERT. AT A RATE OF 8 LB./1,000 S.F. WOOD FIBER MULCH AT A RATE OF 2,000 LB./ACRE INCLUDE "J" TACK IN MULCH. GRASS -LINED 1310,- ILTRATION SWALE. 100' LONG, 12' WIDE a' an RnTTnnA -,wAl F :�I nPF• n -�% (CFF DETAIL SHT. C3) Qo 7— ry Cn W 1 II II I II EXISTING FREEWAY I DRAINAGE DITCH LANDSCAPE PLAN DEVELOPMENT pUNNINQ CITY OF E RNTON JUN ? 20M RECEIVED STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT DAVID B.- LOWMAN CERTIFICATE NO. 387 File Name KOHL RV AND KOHL EXCA VA TING BOAT STORAGE 3330 EAST VALLEY ROAD RENTON, WA. 98055 PHONE: (425) 251-8820 Date: 5— 21— 02 Scale: 1 " = 3 0' Drawn By: D.B.L. Approved By: Revised: EAGLE DESIGN 26007 NE 27th DR. REDMOND, WASHINGTON 98053 TEL. (425) 898-8833 FAX (425) 868-2164 i Sheet L — 1 of 2 a It7 C z Op 0 71, Cal-RS AW A A E-11 REVISIONS: ll� J n Q O � Oc J GQ J 0 U)��C) o a' Q � � ca d a. ?Lf) �� oCIO �T, J W (::) � Z O W �' Q cc GRAPHIC SCALE Q U 0 100 200 400 800 a I DATE: 7 6 01 ( IN FEET) 1 inch = 200 tt. SCALE: 1 = 200 JJJ DESIGN BY: DRAM. BY: JJJ ENGINEER. APP. BY: JAEGER ENGINEERING "No. 9419 South 204 th Place Ken t, WA. 98031 s"�E -- Ph on e No. (253) 850- 09.34 of Fox No. (253) 850- 0155 Nv,ilui-iiLM- E r. z p !V _O o W o_ z> 0 0 W _ o W c+n 0 U of Z 75W 0 m n Z J Lki Q _ Or L o � m CL � W z � Q � J Z 0 0 �E i O � YE o7) �Q W �c U a S E E E m 1-1E UN s �I aQD a: m 7 f" Q n if a I j i 4 i CORRUGATED METAL ROOF TYP. COVERED SECTION ""°S`"°` 20' WIDE GRAVEL EMERGENCY ACCESS W/ 20' SWING GATE -- (NORMALLY LOCKED) cn i� I I EXIST. DRIVEWAY TO BE REMOVED �n STREET TREES, SHRUB AND FLOWERING PERENIALS ALL ALONG f FRONTAGE EXIST. DRIVEWAY -- (TO REMAIN) a [10 PERTY ETAL SITE DATA: A PORTION OF THE SE 114, SECTION 30, TOWNSHIP 23 N. , R q N� E 5 E-, W. M, NO. SPACES: 176 111 COVERED RV SPACES (63.1%) 65 OPEN RV/BOAT SPACES (36.9%) SITE AREA: 4.13 ACRES SPACE SIZE: 12' x 40' (RV's), 12'x 22& 20' (BOATS) ASPHALT SURFACE ENTIRE SITE SITE WILL BE LIGHTED USING ROOF MOUNTED FLOOD LIGHTS - SOLID CORRUGATED METAL WALL STORAGE BUILDING AREA: 60085.', SF OFFICE BUILDING AREA: 1635 SF TOTAL STORAGE AREA: 80945.5 SF CAR PARKING REQUIRED: 29 (6 OFFICE) PROVIDED: 29 TOTAL LANDSCAPED AREA: 16188 SF (9.0%) S&_0 METAL END WALL IMPERIALS BINGO _SOLID REAR PANEL WITH SOLID REAR PANEL WITH 3' LOCKING DOOR _ b 3' LOCKING DOOR - __ :___ - - • - - - _...� / --SOLID METAL _ ------------ - / E N D WALL I r I 548.08T-- - � ; � ... -_... .. _.. .. ... .-..- ..�. ;0' WIDE LANDSCAPE STRIP 0 EN ON ME L R F I L.G. `��A � v I �� ME L B CK 00F LO \+�\ `BLDG. \ O EN RO _ �7�_C�. SF\'��� �r F �\ ME L OF ��, � 0 N R TH � \ � �-� -' 10' I I II � ETA BA K I . _ SW WIDE 17 COVERED BACK -IN SPACES Ca 12 x 40 EACH ' 10 COVERED BACK -IN SPACES @ 12' x ��' ,EACH � � � , Y _'�� SWING GATE --- 20 WIDE LANDSCAPE STRIP " E 10 COVERED BACK -IN SPACES @ 11Z x 40' EACH 12 COVERED BACK -IN oSPACES @ 12' x 40' EACH � I I w V \g �'�' A �° o �. ,�° U 0 SOLID CORRUGATED METAL WALL 'AG < 0 Px ` o -- - �` __ _ - --- -� -- - - -- -- - — -- (A I' ASPHALT ` L ,� o sl Es, ET R\ F ® EX P orn EN SiIS M TAL\��OO 1 720\' F 00 SL E N TH \ X EXISITNG TREE SCREEN 3 d FH P ,PAVEMENT (R, F LOP TO OR H) ,� N 00 TO FREEWAY P U I I ' w ` 1 _ 30' Cc3� 0 15 4 I I a L co P Q 11 COVERED BACK -IN SPACES @ 12 x 40 EACH 11 COVERED BACK -IN SPACES @ 12' x 40' EACH w 11 w z - � I � I I I 1 O U Q �J w P ASPHALT QI C 7 HIGH SOLID BLOCK PAVEMENT - ASPHALT 0- 0 w � < -f-� 23 OPEN BACK IN SPACES © 12' x 20' EACH PAVEMENT `f' I s WALL (SPLIT FACE) - m co I,I w 0 P _ >— EXISTING EXISTING TREES AT EDGE OF z P / I I < � �: � � v �I i FREEWAY CORRIDOR p DOI z w IRON P&ST--ANt--FiLATER ASPHALT 0D 00 4 P FENCE @ ENTRANCE`` I - "` _ -` [� co N PAVEMENT w � V)io - - �` } ��' 20 OPEN PULL THROUGH SPACES @ 12' x 22' EACH � j ' P-- L�P_ ` �� > / � i j t w P �' R BOA STORAGEl = W I EXISTING FREEWAY Y s�� ,P � � ,+`tii � � _ � 1 DRAINAGE DITCH U R A C 30' Ln N Z � •)PHA1 �- I I ' o - - -- -�j �0 P P ��L�S' ! EXISITNG TREE SCREEN LLJ E ! = fk GATE-, DRIVEWAY\ � /ry / � �+ i N• r' ' 0 <' u4 TO FREEWAY 1 - <� Q .fH M E C N'. -G _TE) - - - / - z LL, I ASPHALT 20 OPEN BACK -IN SPACES @ 12 x 22 EACH Q o 77-7 ` 3 '. CONC. SIDEWALK PAVEMENT HCP EXIST. — o ' ` I OFFICE P V REIl BACK -IN SPACES @ 12 x 46.5 EACH 10 COVERED BACK IN SPACES W 12' x 46.5' EACH P BLDG. TO �ti 3' W i P REMAIN 13' B L G. C OPE FIR N T, ET R OF ' 1636 SF �' , L EN RO TN 12' LID REAR P P� '� �880 SF s. TAL BA ( OF LO 71. SF M AL 00 - -- E PANEL WITH QI , ` TO OU H) "' `� 8_ 10' �DOUBLE 3' LOCKING DOORS \ ET L B CK i LANDSCAPING L25 `' S 1 �I -_._ .. . . .' '. . ". .' ' ` y /LA/. A A A w w' A .V.YY\•1r'Y- 1 Q ' 3t 2 PARKING SPACES 5' Wig 541.99 SOLID REAR PANE WITH rN W z > r J F. � Q N � S4t W h ST. w SI TE X 41st ST. VICINITY MAP N.T.Q. SOLID METAL END WALL- T \ I N (SITE MANAGEMENT) LANDSCAPE STRIP 3' LOCKING DOOR \ aF'" (Asq SOLID ME AL END WALL XI p SOLID CORRUGATED METAL REAR WALL • LiSOLID REAR ANEL WITH 7' HIGH SOLID SPLIT FACE CEMENT BLOCK F_ - 1 L�-1- TYPICAL FRONTAGE FENCE_ 3' LOCKING DOOR SOUTH END AUTO WRECKING 20734 WROUGHT IRON rr-n i l-r- ni niirTe- MIMI I ENTRANCE FENCE 30 OWNER & APPLICANT: L KOHL EXCA VA T/NG - 3330 EAST VALLEY ROAD REN TON, WA. 98055 PHONE: (425) 251-8820 1 ADDED CAR PARKING AREAS 7/29/02 NO. REVISION BY APPR. ? _ GRAPHIC SCAIYl 15 30 60 ( IN FEET ) 1 inch = 30 ft. JAEGER ENGINEERING 9419 South 204 th Place Kent, WA. 98031 Phone No. (253) 850— 0934 Fax No. (253) 850- 0155 iS QE01 S-T 4, AL 2C EXPIRES: 3 1 2004 CITY OF RETNT I-rON DEPARTVEt;T OF PLIF� _! vvc>RI­< SITE PLAN KOHL RV AND BOAT STORAGE DESIGNED: JJ DATE: 4/20/02 FILE NAME: DRAWN: JJJ LS CHECKED: JJJ SCALE: 1"=30' FIELD BOOK: PAGE: APPROVED: PUBLIC C 1 OF: DIRECTOR OF PU®C WORKS ROFII.Nvv- 0 Ln 0N L o mm\ � QZ W J F H 4 J U O F N O K 0 a � _ � V=f IZ cn p ate., p W Y U 0 O a Q Q X 0 I z 0 Cn w Of 0 z A PORTION OF THE SE 114, SECTION 30, TOWNSHIP 23 N. , RANGE 5 E.) W.M. 10"x6" TEE (FL) 10"x4" TEE (FL) (2) 10" ADAPTER (FLxMJ) 6" G.V. (FLxMJ) 10"x4" TEE (MJxFL) 4" G.V. (FLxMJ) 4" G.V. (FLxMJ) 9 LF 6 D.I. CONC. BLOCKING IMPERIALS BINGO 20' WIDE GRAVEL EMERGENCY HYDRANT ASSY. ACCESS W/ 20' SWING GATE FIRE SPRINKLER SYS. (NORMALLY LOCKED) (2)CONC. BLOCKING � C.B. #5 (TYPE 1) RISER SHED (6'X4') FIRE PRINKLER SYS. RIM: 20.0 10" 90° BEND (MJ)°a � I I RISE. SHED (6'X4') IE: 18.5 CONC. BLOCKING r 548.08' —20 I , -- ------ -------------------------------------- — 7 ------- / --------------------------------------------------------- EXISTING FREEWAY T° 2�s \ " Pvc�ooF +�o \ \ \ \ \ \ +��s \ \ V' �" \ "-� "� DRAINAGE DITCH EXIST. CURB DROP DR%R��E C� MI \�' , I TO BE WIDENED FOR \ \ \ OPEN FRO*T, ML;TAL\R,00 \�L�G. bPEN RO T i ��� _ 6 PVC OOF ° 4" W TED D A I 6 PVC ROOF � TAL\ ACK (RO SLQlPE \ M AL 00 , EMER. ACCESS I 0 FIR SHED V \ i DR�A1N @ I o MI T0�'�IOR��I �� �� ME }�L BC� i DRA � o MI \ ) \ \ I I i 20' WIDE -- 15' PUBLIC WATER EASEMENT (TYP) i ' I SWING GATE O� 4 WATER FEED I 1\ ------- TO FIRE SHED I FLOW LINE: — — — — — — — — — — — — — — — — — — — — — I ® ®, 69 LF 10" D.I. 6" PVC ROOF F 10" D.I. k�'s� +'9 ® s+ ; I I IE: 414.7 CUT IN EX. 12" C.I. i i j --------------------- ----L_-------DRAIN © 1% MIN_ - I- ,—,------ ° ---------------------- - -------------------------- ----- -�- F --10" D.I. w 12 x10 TEE (MJxFL) ; 10 x10 ESMT v - o 10"x6" TEE (FL) -------- 10" G.V. (FLxMJ) I 4" ATER\ EED \\ �, \ \C`B. #7 ( PE �1) (2) 10' x4" TEE (FL) LF 10 D.I. 44 o o w ' (2) 10" ADAPTER (FLxMJ) 2-12 COUPLERS � ; � ' To F E sH RI%: 1�,5 \ \ o I �oz o �- � „ 2-12 D.I. SPOOLS ; \ IE: 7.2 ® J I 16 G.V. (FLxMJ) CONC. BLOCKING I I EX +�1� ASPHALTo \ I I (2) 4" G.V. (FLxMJ) FH PAVEMENT 14 LF 6" D.I. �' I®D E OPEN IDE ME AL 00 U I I w 0 I HYDRANT ASSY. I ° \(R FIRE SPRINKLER SYS. \ �F SLOP \TO OR w ; . RISER SHED (6'X4') \ \ \ \ I (3) CONC. BLOCKING ATION GRASS -LINED BIOFILTR Cn rn I Q , I , I— Q I ; < 01� C.B. 4 TYPE 1 C. 6 (TYPE m r SWALE. 100 LONG, 12 WIDE U I ° + .�2 ( ) +ti° ASPHALT C # ( E 1) I I L� I Q © BOTTOM. SWALE SLOPE: 0.3% (SEE ,�, RIM, 20.0 -r d RIM: 19.5 �,� I I � I �--- DETAIL SHT. C3 IE- 18.04 PAVEMENT IE: 16.78 S f- / I ) 5 HIGH ECOLOGY BLOCK WALL. z 262' O I j Ln 143.0' \ % O :_5 .__I LL_ ! TOP EL: 419.50' '0 U) BOTTOM EL: 414.50' ' — Q W ; ; 7' HIGH/SOLID BLOCK y �'/' / / V o % I = I to m 12" OUTLET: L —J I ' WALL PLIT FACE / / / ;' I I � � — , IE. 15.0 w +�� ASPHALT I I " 1 i � I I ., 0 1• 20 �- � O —I � I I � `� � 10 x4 TE� MJxFL L + �� C.B. #1(TYPE 2-54") (MJxFL) 0 I Q I I . ,> � o � U I � I, PAVEMENT I / - W/ FLOW RESTRICTOR • / 4 G.V. (FL�� MJ) - � w RIM: 19.5 % I \ I J C C. BLOC`KIN , I , a i %/ I I o OVERFLOW: 17.5 �o \� c� /' I Ise IE: 15.0' EXIST. DRIVEWAY +ti < - / I, _ I z oz \ C5 ` I (SEE DET, SHT C3) CURB DROP TO I I 60, _i 0" 0'N MJ r -� �'� REMAIN Q 30 WIDE ��� I I i m, N CO I C. OC TN G 0 1 I ' I o DRIVEWAY / ti 15 UBLI WAT, EA MENT (TYP) L� 5 HIGH ECOLOGY BLOCK WALL. 3' MAC GATE (-WITH-MECH- AT —1-1 — — — --- -- ---� —� i-- —7y-- -- � I I Q TOP EL: 19.75' 112iF 10 D.I. ® ---- 231 LF 10 D I \ CUT IN EX. 12" C.I. ® �°°. ® " D.I. ;/ Q I I BOTTOM EL: 14.75' " „ I I — — — — + — — — — — — — — - 1> sF I I I — — — — — — — — — — — — o I DRAINAGE DETENTION POND: 12 x10 TEE (MJxFL)----------- 4. CONC. SIDEWALK „ I I 4 WATER FEED 262'-12 CPEP ® 0.5� 112 -12 C EP ®LO o 1 10 G.V. (FLxMJ) z I I TO FIRE SHED +�° 20' LONG x 12' WIDE (INSIDE) 2-12" COUPLERS �� EXIS�. OFFICE I BOTTOM EL: 15.0 2-12" D.I. SPOOLS W DRIVEWAY BLDG. TO I \ \�\\ \ \ \ I MAX. W.L.: 18.5 TO REMAIN REMAIN \ \ I_D CONC. BLOCKING �I ; I (o ) o „ \ BERG. C \ 0 EN FRONT, METAL �R00 _ }, PE FR T \` 12 TOP: 19.5 "� ME �L BACK RO SL PE \ 10' I , I FFE. 21.11 I+ \6 PVC ROOF I ,( P Roo 12 POND INLET z ' I — — _ _ DRAIN\®1 o MIN. i \ \ AIN 1l N. i TAL RO \ ` 8' i �I \ �� `\ T�0 SOUTH} ;, ME��L CK I IE: 15.0 LANDSCAPING � V ' ,X \ o rn I I LL, - - w Q -- _ -- — — — — — — �—lp — — _------------ _ - _ ---- ----- _ - _---------------- - EXISTING FREEWAY 35' I I 541.991 a-- - DRAINAGE DITCH �' NI FIRE SPRINKLER SYS. C.B. #3 (TYPE 1) �� 10"x6" TEE (MJxFL) I RISER SHED (6'X4') RIM: 20.0 6" G.V. (FLxMJ) C.B. #2 (TYPE 1 T / Ln IE: 17.43 " ' X SOLID REAR PANEL WITH 24 LF 6 D.I. RIM: 19.5 w HYDRANT ASSY. IE: 16.12 3' LOCKING DOOR CONC. BLOCKING 4" WATER FEED TO FIRE SHED 10"x4" TEE (MJxFL) FIRE SPRINKLER SYS. SOUTH END AUTO WRECKING 4" G.V. (FLxMJ) RISER SHED (6'X4') 10" D.I. SPOOL CONC. BLOCKING SITE DATA: NO SPACES: 180 113 COVERED RV SPACES (62.8%) 6_� OPEN BOAD SPACES (37.2%) SITE AREA: 4.13 ACRES SPACE SIZE: 12' x 40' (RV's), 12'x 22' 8c 20' (BOATS) ASPHALT SURFACE ENTIRE SITE SITE WILL BE LIGHTED USING ROOF MOUNTED FLOOD LIGHTS DeviiLopiwarr CITY OF RENTpN ►VG JON 2 I f? RECEIVED S J. J'JF Q of WAS,y, C n a' � Q� 20734 `'1 Fs ISr° S'ONAL GRAPHIC SCALE EN 30 0 15 30 60 120 EXPIRES: 3 1 2004 OWNER & APPLICANT: KOHL EXCA VA TING CITY OF RENTON ( IN FEET) 3330 EAST VALLEY ROAD 1 inch = 30 ft. DEPARTMENT OF PUBLIC WORKS RENTON, WA. 98055 DRAINAGE AND PA VING PLAN PHONE: (425) 251-8820 ENGINEER: J A E G E R ENGINEERING KOHL RV AND BOAT STORAGE 9419 South 204th Place DESIGNED: JJJ C;zT 4/20/02 FILE NAME: Ken t, WA. 98031 DRAWN: JJJ/LS Phone No. (253) 850-0934 CHECKED: JJJ 1"=30' FIELD BOOK: PAGE: NO. REVISION BY APPR. DATE FOX No. (253) 850-0155 - APPROVED: DIRECTOR OF PUBLIC SHEET: C 2 OF: 5 WORKS