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HomeMy WebLinkAboutLarge Format1* rz r- ILL = 3 a m _ z � i W 16tri ST PROPOSED STRUCTURES/ BUILDINGS Refer to designers plans for exact dimensions. ��-���• SUBJECT SITE •••••••1•••1••M PROJECT AREA WITHIN SUBJECT SITE CL Qf C7 N C Cc E c�o t° mE c at °o J u aC CL a ca U WN 10 C Q C cc 0 O 0 rr 0 a)� m 0a _ CT)— 0 L N LU C Z < Ct ct3 tD � O N V (n"t0s C�0:)� Mimi CU C L 0(1) CZ �(1) U C1 � Q) L Q ° 06 C (1) N /) u V O r° W ^ 4•/ ! U) MwM L.i. Q a �, W 0 W rr o �' o ccc:) a) 00 U)U) N v N a x a feoy u to v 0 200 400 cu a v CD Vi 4 4 00 CD O z m O i I m rn v w O of a 0 is w w x w a to Ld w a IL ro rn EL w In 0 K) a 0 0 a W 0 Ir IL i 0 LLj 00 00 rn 0 0 r-- w m zM W O U m Z Q� a 6 C-i a O N r� t 00MI V � z U = Q LL- o �l cry U) _ ry z� � Q� = IZ Qz w C;d (_0 CD U � z�z� � i— _, cn o 11 f-- w I--- i =D ::) 0 z ICJ = O 00LL z w Q J n rrl' CD a� O O E r r 0< Q U - r r w W �n n F--1 � l �J- c a E = N :3 E M E �N c _U N 2 CD 2 J Z_ z w Z W Of W O U Q > Z O ti7 ~O Q Z W (n N V) �I 0 0 0 ov c� a s to Z 0 vI o c=i a Q w - Q 0 o _I z O V) w0-1 i-HIIV 1)=1./ >=JC I Gl�IViC, �.VLVTc BY OWNER PROVIDE SEALER SOUTt 4 L VAT I ®I V AT INSIDE WALLS OF WASH AREAS. 1/4 11 = 1 ' - 0 11 NOfRTH ELEVATION 1/411=11-011 561 -411 1. 91-411 41'-0" 11 /M b" THICK CONCRETE APRON w/ 6x6 / W1.4xWIA W.W.M. r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — P DRAIN LINE \\`�. P DRAIN LINE \��� 1" DRAIN LINE 5AIT, #1 5,41' #2 QUiP1•,tEN-r 111 DRAIN LINE ,N\ I" DRAIN LINE fi��01"1 CLEAN i CLEAN ' OUT7 OUT —=i 7 t1 ii - — — — — — — — — — — — — — — — — — —r — — — — — — — — — — — — — — — — — — --ri— — — — — — — — — — 11 11 ii 4" DRAIN 1- 4" DRAIN i i LINE 3'xl' HOLLOW METAL DOOR, i i LINE 6" THICK CONCRETE APRON PROVIDE WEATHER STRIP w/ 6x6 / W1.4xW1.4 4U.M. --------------------------------------------------------------- 151-011 8" FL®®fR FLAIL 8A'Ir #3 111 DRAIN LINE EAST ELEVATION 4 W e T . ice i! ,4 7 0 `1 11411=II-011 8', TWO TUBE FLUORESCENT SURFACE MOUNTED LIGHT FIXTURE (6) 250 SUPER METAL HALIDE SURFACE MOUNTED LIGHT FIXTURES lo 1 1 1 1 1 I BAY 0 BAY 02 � 1 lo ----------------------------------- L IG�4T ING FLAN 1/811=1'-0" 6" DRAIN LINE CONNECT TO OIL/ WATER SEPARATOR 0 1 2 3 4 8 12 l0 20 NREC 113e4; CAR WASH IS EXEMPT PER W.S.E.C. 1512.1 *6. 901 SQ. FT. CAR WASH, EQUIPMENT ROOM INCLUSIVE. Caryl's Design Services Caryl Beethe Convenience Store, Car Wash Design Consultant & Fueling Facilities 4015 - 281st Place NE, Redmond, Washington 98053-9177 Business/Residence Phone; 425-880-4066 Mobile; 206-890-8157 Page; 206-994-9094 Fax; 425-880-4302 0 z 1/411=11-011 SCALE: 1/4" =1' -011 qiei-1 i i i IABI 1 k ao��CE��OIH F -F— EXTEND WESTERLY FENCE TO GREE N5F-LT AREA NORTH AND PROVIDE GATE, MATCH EXISTING EXISTING. INSTALL CONCRETE LO TANK, UTILITY VAULT 05-11-5A, LESS BAFFLES FOR CAR WASH REGI-Alt-1 SYSTEM AX ISTING FENCE G FE NCE 018 M T 0 REMAIN AIN O < X Wi F- w z IL z LLI X w 0-1 LU tu tu z EXISTING OFFICE AREA AREA (5,440 SQ. FT.) FIN. ELEV. 2&.EZ' CONSTRUCT CONCRETE BLOCK SELF -SERVE CAR WASH - PRIVATE USE - OCCUPANCY 5, 901 5Q. FT. I%STALL IL/WATER SEPARATOR, UTILITY VAIPLT 05-1-15A, OR EQUAL REMOVE EXISTING FENCE 56'-4" SLAB Y * Ay SLA5 INSTALL SHUT-OFF A V L�V r= IN 2 �f'0 I MANHOLE — INSTALL CATCH BASIN AT LOW END OF NEW DRIVE SLA w/3' WIDE SWALE. - CONSTRUCT 648 SQFT STEEL CANOPY FOR PRIVATE USE, 14'-6" MIN. A15V. GRADE, OCCUPANCY 5-3 I6'x4' CONCRETE [BLAND w/(2) FUEL DISPENSING DEVICES, PROVIDE 6`0 GUARD POSTS 6 BOTH ENDS. 10 4S. Y FROVDE (9) 13'x20' PARKING STALLS -A� PERPENDICULAR TO EXISTING FENCE LINE EXISTING ASPHALT PAVED YARD INSTALL OIL/WATER SEPARATOR, UTILITY VAULT #5-116A, OR EQUAL 15 INSTALL (2) 10,000 GALLON ABOVEGROUND FUEL STORAGE TANKS ON CONCRETE SLAB — o,(c 3) 2e, 10,000 GAL UNLEADED rl 0,76 -0 0 GAL 0 6 E= �D CUNLEAD;= 2 3 4 Z LLJ LD 73 X h\ EXISTING .F> TLC RE�MA 221 INSTALL 6"tx3' HIGH GUARD POSTS 6 3' FROM NEW TAN<&., EXTEND EAQBTERL-�-FEN 0 T NORTH AND PROVIDE GATE,M ,� EXISTING.MATCH LLJ tu �-D ll Li EXISTING SEWER MANHOLE 4 6" 0 0 SERVICE LINE oaf z ILI 01 /2\ EXISTING GATE TO REMAIN jo X LU EXISTING WAREHOUSE AREA (4,680 SQ. FT.) FIN. ELEV. 2350' I z IL X X L EXIST. PLANTER z:-ij LU � ° Q I I I _ CID CL LIJ 40'-0'' OF THCMA5 ROAD (83rcl AVE. 5.) EXISTING I.D. SIGN z VAC. ORD. 31c35 EXISTING GREENBELT AREA z X X I I EXISTING DRIVE CUT 51,u 1(ot�i ST�EET ...... ...... ...... ------------------------------ EXISTING FENCE TO REMAIN C- m r m < f" z C.0 ®o 0 10 20 40 ro 0 50 SCALE: 1'=20'-0" Caryl's Design Services Caryl Beethe Convenience Store, Car Wash Design Consultant & Fueling Facilities 320 Second Avenue South, Kirkland, Washington 98033-6687 Office Phone: 425-576-0988 Mobile: 206-890-8157 Page: 206-994-9094 Fax 425-576-1539 AO'BNOV-B8 REVISED PER AGENCY COMMENTS /2\ IINOV-B& REVISED PER SEf-A CONDITIONS 30NOve8 REVISED PER f-U5LIG WORKS OIDEC:e8 ENLARGED CANOPY SIZE 12 SQ. FT. PER CLIENT'S REQUEST. FLEET FUELING $ UJ,45� FACILITT' SHJTTLE EXF5i E55 5 1 TE FLAN OV-.-,V-.-, 1--�w lrotrl �I Mt== I . . . . . . . . . . . . . . . . fRENTON/ UJAS�41NGTON EXISTING SANITARY SEWER LINE EXISTING SEWER EXISTING NATURAL MANHOLE 4 GAS LINE 5ERvic-E LINE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3A 46`1-;6 I m rn O z m O ti T 0 z w U Q a m w a Q a 0 N it U N 0 O J a 00 0 a w tn 0 n w 0 0 J Q_ 00 rn y Q. O o U W 0 U .. 0 Z ,..r• EXISTING GREENBELT AREA _ w _ CONSTRUCT CONCRETE D BLOCK SELF -SERVE w GAR WASH - PRIVATE . ----- ---- - - USE - OCCUPANCY -D- ec! SQ. FT. I M ww Iw z Y —' 1-- U-)i I z !1 W O li m � w o Z REMOVE EXISTING PENCE -_—- ' . C;d 2 �� I + Q n w t105' 3 .� < --- W ti ,:. 5�a'-4" F'ROVDE (9) 9'x20' F'ARKfNG STALLS ~ Z T , - ----- - PERPrNpIGULAR TO 4 J Q U)O F-- I — - E?C1 '-fs F�-N T NGE LINE m UCD Z = 5 z WI O W (/) - -- EXISTING ASPHALT J(J I u�� 00 0 4� E'AVEC YAE� -- I. I 0 I Z } - - - Lil 'N5TALL OIL/WATER -_ SEPARATOR, UTIL!rY — W I VA w e (i INSTALL INSTALL GATGH QALLON A50VEG OUND �( cn —�L. � DRAG E _ A� BASfN AT LOW END FUEL. T * N — `I Q OF NEW DRIVE 5LA5, '�' ON GON�RETE SCAB o I w/3' WIDE SWALE. z EXISTING SEWER o ° — ►= CONSTRUCT 576 SQFT _ 35' MANHOLE t V i _ __ — `� `n STEEL CANOPY FOR 1 Q SERVICE LINE I a_ �.c W w PRIVATE USE. 14'-6" 24' �t 29' _ 22' > ► a 0 ` F MIN_ ABV. GRADE. 12' ��� _— Q OCCUPANCY S-3 U I z W w - - 16'x4' CONCRETE O W a_ a ISLAND w/(2) FUEL ~ �y � DISPENSING DEVICES. N ( 10,000 GAL a PROVIDE h t GUARD p - p o p 8` UNLEADED e II POSTS Q POTH END5. �F I J . a \ F Z -- -- - — i 10,000 CAA. 1 o,N - DIESEL C �� X 0 N lU J INSTALL (o tx.3 SIGH w a GUARD POSTS g 3' co mFROi'1 NEW TANKS. U fin' z Q -- --- I Q •, �� o EXISTING OFFICE AREA 2 i AREA (5,440 SQ. FT.) N I F!N. ELEV. 26BO' Q AREAIN WAREHOUSE (4 80 FIN. ELEV. 23.50' IQ W W FZ- IN e y -^ IILLJ M 1. I I EX IST PLANTER Y� J .� ��. �� I � Q U U O p ' f ,' 9 '', f�'. y _. � W wz N-- - Z Y Go Uj � Q o� w I I W EXISTING I.D. SIGN -- - Z m EXISTING GREENBELT AREA d) d • w uXi w �. _.„i 0 10 20 40 60 8f� ` s f ^� , 41 ti w, 77i771- 4 ✓t ','i '�'f�"�"�C• 'b did^»: :�., + •3 "'v?8ir� ."4 . ,:i-: •x ;. . +s-,r'Ya ,a�raur hs} s•a.mot,°..F,7'. ,lrs=a'b .. '`•: • ;`.R�'"'a,��':�.°,RL - _, p i _ uF K .. _. .,' , . '' tk: ..`R. +", i. `==".5Yx.. •. ,..e -.,, r_. .bp m. •' K, - - _ 1 1 GA - - mom F ^ r: - ,nd._ n. _ _..,.. LE 20 0 am- APR z ssq'35':I" W 389,2' dCT O - EXISTING DRIVE CUT > I I Caryl's Design Services Caryl Beethe Convenience Store, Car Wash SI,U 1(O t�) STREET Design Consuitant & Fueling Facilities 4015 - 281st Place NE, Redmond, Washington 98053-91T7 i y EXISTING SANITARY Business/Residence Phone, 425-880-4066 Mobile: 206-890-8157 SEWER LINE --- a EXISTING SEWER Page: 206-994-9094 Fax: 425-880-4302 73 MANHOLE o EXISTING NATURAL SERVICE LINE GAS LINE z SHEET 1 OF 1 t. a s 4) NTEf,,... 05 ! SW 16th ST xxwwww PROPOSED STRUCTURES/ BUILDINGS Refer to designers plans for exact dimensions. ""•'• SUBJECT SITE "••�••��••��•� PROJECT AREA WITHIN SUBJECT RITF MAP SOURCE: 1997, Kroll Map Company CL c u c cE C U m 22 EC at C W Q C mW CL �.... R U j u of ,. C Q C ro J Q 0 0 0 C7 _ or_ C N 0 a) X co U) LL �( J�� /T V V / 0 L N C `� Z Q 0) N 0) cD �N ■ D j l- QD n O_ W ■ CO CU V -- O Cn �(D C o6 C a) N C ) U') V O � 1w^ Cn W CL L .ic 0 a- W 0 '0 W c . m _J O ._ CCO�Cf)0 DEVELU',-, co CITY L; to rn .00T 0 6 1998 0o N v a =N tv > 0) rn 0 200 400 ru CL V