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HomeMy WebLinkAboutTED4001900.133 33 C' AAlll IIT11 ITICC DI A1.1 SITE DEVELOPMENT NOTES VICINITY MAP H s SE YStN ^ Sf �Sr. al \ J r. EX. CB NEW ARCO AM/PM MINI MARKET FACILITY (2500 DIAMOND) SINGLE W -sE ?r ��st - - Q \� _ �f,� _ _ _ _ _ -_ _ y _ _ -, = 57� W S.E.°9 Lvu .wars _ f:±R_ \ �- Y�� i_y SCALE: 1�� = ZO� I PLANS.STORY' WOOD FRAME WITH 2488 SQ. FT. SEE ARCHITECTURAL I = > EI -- SE IC 1. ,r< zl NE `�251H 57 S.E 1)Oir it �^ f 2 NEW CONCRETE RAMP WITH BROOM FINISH PERPENDICULAR TO E " ° _ _ _ N SLOPE (I �12). SEE DETAIL SHEET M-348. 1. I =E sr I r= 4,E\. 33 SL c ^ E C5t f XF M yr SEI :.iN SE w S 2 S 88*02'38" E 3O NEW HANDICAP PARKING SIGN AND PAVEMENT SYMBOL. SEE DETAIL, I E Y .45' .� 19TM z r. 1 1r. SHEET M-348. , #I °• - w ��•r L _ � ' 1 - - I SE ITrH Sr - `f _1 s �r I 4A NEW LOT LIGHT "HIGH LEVEL". SEE DETAIL, SHEET M-423. • S 13 21 13 W ' I 4B NEW LOT LIGHT "LOW LEVEL". SEE DETAIL, SHEET M-423._i� $ • NE 12ru Si - 35E " TE 6.06 � � � 30 _ 1_SE I;zr� sErz� , 5 NEW 8'-8" X 13'-4" TRASH ENCLOSURE WITH REINFORCED CONCRETE 'E RO4 Q w ' I DRIVE SLAB AND WOOD/STL. GATE. SEE DETAIL SHEET M-393-A. - _ r •E 3=�1 ~5 i I: Q 5E II ST I J i 1 - ° �\` :/, .� S .- >' _ 5' I ` NE 7�Cr�. L .L W.M. - ( 3 . w .,ti °s �E • .. 'sT- SE 1,6T. � •t,V ter' J - - l-� o-_`_ . I © NEW 24 HOUR SIGN (BY OWNER). SEE ARCHITECTURAL SHEET A 2._ �_°`: f i1T E'- 1 :-I 9E SE TTN :fl - S- �� i .ot�`IT t. R ^i5. -z�'-- 116'M <'•$T. 5 < III 6 _ pp 1 S ,Tw J . ». I° 7 NEW CONCRETE SIDEWALK W S SPECIFIED SITE PLAN). I ''`--°_.� 1' � J 5T I - E( IDTH A PE FIED ON E P N - s „ -.. l ` 9 � ' ; _ - O // R I d 4 � 4SH ' gin Si ,E SE 1I'IZmISr -• vE0 THREE (3) NEW 12,000 GALLON UNDERGROUND GASOLINE STORAGE IT St Sf 'V`5 r. sr II p=I IT. O RELOCATE EXIST. TRAFFIC =� TANKS WITH REINFORCED CONCRETE DRIVE SLAB CENTERED OVER O SIGNAL BOX TO NEW - / I UNDERGROUND TANKS. INSTALL TANKS PER "WET HOLE' lid SIDEWALK $ ADJUST RIM � f o co TO FINISHED SIDEWALK INSTALLATION SPECIFICATIONS. SEE SHEETS CS-I10(4) 8 CS-I10(4A). � I O GRADE. EXTEND WIRING AS II 22 0 NEW 32' X 55' ISLAND CANOPY WITH (2) 32' TANDEM PUMP ISLANDS, LEGAL DESCRIPTION ti NECESSARY, N NEW TELEPHONE 7 ELECTRONIC DISPENSERS AND I.I.P. SIGNAGE. ILLUMINATED FASCIA a. (PREFABRICATED) ON ALL FOUR SIDES OF CANOPY. CONSTRUCT THAT PORTION OF TRACT II, JOSEPH P. MARSHALL TRACTS, ACCORDING SERVICE M II 38' X 55' REINFORCED CONCRETE DRIVE SLAB CENTERED BENEATH TO THE PLAT THEREOF RECORDED IN VOLUME 38 OF PLATS PAGE 30, SEE SHEET E-I 40' WIDE COMMON ACCESS EASEMENT � i CANOPY. SEE DETAILS, SHEETS SDIC-1578(1-3). RECORDS OF KING COUNTY WASHINGTON , EXCEPT THE WEST' 110 FT. ;_fit MEASURED ALONG THE NORTH LINE OF THE SAID TRACT 11. :r 3 10 CONSTRUCT CONC. (4" THICK) SLAB FOR PATIO AREA. PROVIDE BIKE 28 RIM - 410.00 15 % I RACK PER DETAIL, SHEET C-4. --�� 46' i IS LE. - 406.00\ \ \ I II NEW AIR/WATER DISPENSER WITH (2) GUARD POSTS. PROVIDE 6" W � \ , \ fa I (MIN.) FROM BACK OF GUARD POSTS TO FACE OF DISPENSER. ' (PROPOSED I 14 \ \ \ EW' A.C. PAVEMENTS `' EXISTING SAN. I SEE DETAIL, SHEET A-8. PROVIDE 112" COPPER WATER SERVICE a� ED PROP. LIN S 88.02'38" E b \ SEE TYPICAL PAVEMENT ,, SEW. MH o w VALVE 15.C3 _ �p< SECTION ON SHEET C-4� RIM = 410.07 I I WITHAT DISPENSER. - I.E. = 401.47 b ca 13 (8' E 8 W) 1 12 NEW CONCRETE CURB $ GUTTER. SEE DETAIL, SHEET C-4. T E_ I.E. = 401,27 (8' N I O '6' PVC (SCR- 5 T *409.70 T �•; �i 1.E. = 401.17 (8" s 13 3" MIN, COMPACTED DEPTH CLASS "B" GRAVEL WALKWAY. Z ® S - 2.0% I.E. * 405.00 r�, t' NOTES REMOVE 21 EXISTING 8' STUB ! 14 VENT RISER FOR UNDERGROUND GASOLINE STORAGE TANKS AND FR. WEST. GROUT I PRODUCT PIPING. S 4A �.e' NEW 6' SIDE SEW 6 a) �_� r.. CONNECTION I 28 , _ ___ ___ 0' ,� r� � � 15 TEMPORARY EXTRUDED CONCRETE CURB. SEE DETAIL, SHEET C-4. 6 20' TY NEW 65 L.F. 6' PVC it 1 16 FACE OF ILLUMINATED FASCIA (TYP.). ILLUMINATED FASCIA SHALL GENERAL NOTES 0 tS 35I S = 2.Olo MIN. ,o . r� I BE INSTALLED ON TWO SIDES OF BUILDING (SOUTH $ EAST). ILLUMINATION IS AT STORE FRONT ONLY - SEE ARCHITECTURAL 1. ALL DIMENSIONS AS SHOWN ON THESE PLANS AND EXISTING CONDITIONS ® Z 1 ,Q 8"=. I SHEET A-2. SHALL BE CHECKED AND VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. -� Fc ANY DISCREPANCY SHALL WARRANT IMMEDIATE ATTENTION OF 10 17" `�' n� F1 G<q,Q ® M �I i I 17 NEW ARCO AM/PM #4E COMB."A" POLE SIGN. 106 SO. FT. I FACE BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS ® o f2 �;:: � 3 6 SIGN AREA (22'-9" HEIGHT) SEE STD. DWG. N0. 394. PRIOR TO PROCEEDING WITH CONSTRUCTION. C .. ► 1 I' h 22 18 NEW SANITARY SEWER CLEAN -OUT. ADJUST RIM TO BE FLUSH 2. REFER TO SHEETS C-4 8 C-5 FOR CONSTRUCTION NOTES AND WITH FINISH GRADE (OR SIDEWALK). DETAILS AND OTHER APPLICABLE SITE DEVELOPMENT INFORMATION. I � F 29 EXIST. TRAFFIC 29 SIGNAL BOX TO 19 NEW 3/4" COPPER WATER SERVICE WITH FREEZE PROOF HOSE BIBB 3 . EXACT LOCATION OF VENT RISER, VAPOR RECOVERY AND PRODUCT REMAIN. ADJUST MOUNTED FLUSH WITH PUMP ISLAND WITHIN PVC BOX. PIPING TO BE DETERMINED BY THE CONTRACTOR AND APPROVED BY _ _ _ _ --- ' ® ! ' RIM TO FINISHED ARCO FIELD ENGINEER PRIOR TO CONSTRUCTION. --- _ 2 ; ° 10' SIDEWALK GRADE, 20 EXISTING 30' WIDE DRIVEWAY TO BE WIDENED TO 35' WIDTH PER 4. 10 L.F. OF CURBING EXTENDING ONSITE FROM DRIVEWAYS. SHALL BE 31 Q CITY OF RENTON STANDARDS. GUTTER $ DRIVEWAY TO BE 10" THICK. PAINTED W/WHITE REFLECTIVE PAINT. 1 6 1 UTILITY CONTACT LIST N I 15' 16 ^� J I J I 21 CONSTRUCT NEW 40 WIDE COMMERCIAL DRIVEWAY PER CITY OF 8 S ALLS 9*, 72' S /Q \., 3 I I RENTON STANDARDS, o 19 4 30• J 22 REMOVE EXISTING CURB GUTTER AND SIDEWALK AND/OR DRIVEWAYS WATER POWER 10' R=S. N < y PUMP ISLAND \•- 32. M Q 27 o AND CONSTRUCT NEW 5) WIDE SIDEWALK WITH VERTICAL CURB AND MR. RON OLSEN MS. MELISSA TYKSINSKI CR TYP. GUTTER PER CITY OF RENTON STANDARDS. CITY OF RENTON PUGET SOUND POWER 8 LIGHT 4A' 3' '� y J ' ,, I IT" 200 MILL AVENUE SOUTH P.O. BOX 329 o J 1 00 1 11 23 NEW 5' WIDE CONCRETE SIDEWALK. EXTEND FROM ON -SITE PAVEMENT RENTON, WASHINGTON 98055 RENTON, WASHINGTON 98057 c%j b 12 J 9 gQ �� I �I TO EXISTING SIDEWALK 0 INTERSECTION. (206) 235-2631 (206) 235-2947 R.3 \ // R=10' ICR N 1 Ex. CB 11 24 INSTALL NEW 1 1 /2" WATER METER AND METER BOX PER CITY OF SEWER PHONE I RENTON STANDARDS. w 42 NEW 195:L.F. - 2' / MR. DON MONAGHAN MR. BOB STEEN R-5 COPPER (TYPE 'K") \ y 22 3 ,� CITY OF RENTON PACIFIC NORTHWEST BELL N WATER SERVICE NEW 30= L.F. - �. a; / 25 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND SIDEWALK AS 200 MILL AVENUE SOUTH 300 S.W. SEVENTH STREET c, FROM METER J I � I� NECESSARY FOR NEW UTILITY INSTALLATION. TAP EXISTING WATER Q28 3/4" OPPER / RENTON, WASHINGTON 98055 RENTON WASHINGTON 98055 00 TO BUILDING �� MAIN FOR 1 1/2 WATER SERVICE CONNECTION PER CITY STANDARDS. (206) 235-2631 (206) 235-3012 SERVICE TO I i HOSE BIBS REPLACE PAVEMENT AND SIDEWALK TO MATCH EXISTING CONDITIONS. 04314Q 1 I iij II, STORM S 'T w 28 (L' 20' �. �� I 26 NEW SIGN "GATEWAY TO CITY OF RENTON' SEE DETAIL, SHEET C-6. MR. CHUCK PRICE N INEW AC, PAVEMENT. SEE i 23 I CITY OF RENTON �5 'o TYPICAL PAVEMENT SECTION I 27 NEW LANE STRIPING. SEE DETAILS, SHEET C-6. 200 MILL AVENUE SOUTH O ON SHEET C-4 RENTON, WASHINGTON 98055 • o I EX. WATER M I 28 NEW 6' HIGH VINYL CLAD CHAIN LINK FENCE W/GREEN VINYL SLATS. (206) 235-2631 34 FOR POWER DETAILS j SE - � NEW 3 L.F..- 1 <r\' ), " E SHEET E O COPPER SERVICE TO /' ' N 29 NEW CONC, WHEEL STOPS. SEE DETAIL, SHEET C-4. SITE DEVELOPMENT NOTES (CONTINUED) - 14 % �. AIRIWATER I / EX. WATER MH (�1 ISPENSER R = 25 r� r' EX. CB 6,64'/ / i :630 NEW PAVEMENT IMPROVEMENTS. REFER TO SECTION A -A, SHT. C-6. 32 NEW WEATHER PROOF LIGHT FIXTURE, GROUND MOUNTED TO 12 & = 22.30'31' ' ILLUMINATE CITY GATEWAY SIGN. SEE SHEET E-1. ;7 ,, 17 � EX. CB 2" STD. I +25 INSTALL 12" x 6" C.I. TAPPING TEE 8 VALVE, 24' RT. - Cn\ L- s 100.90 = I w 7 10 L.F. 6" D.I. PIPE (PER RENTON STANDARDS) - STD. HYDRANT 33 EXISTING FENCE TO REMAIN. 34 CH = S 37`56'22" ,' / 26 V B 11ASSEMBLY, 37' RT. - BLOCK $ SHACKLE AS REQUIRED 100.25' EXISTING FENCF TO BE REMOVED AND REPLACED WITH NEW FENCE 32 _ R-5r ''_ , 0• J J-BO 1I - LEGEND PER ARCO SPECIFICATIONS D PROPOSED ON -SITE CEMENT CONCRETE PER SITE DEVELOPMENT NOTE #28. . RECOMMEN COMMON ACCESS EASEMENT. SAWCUT AND REMOVE / ; , ~ E N I I EXISTING A.C. PAVEMENT. PROVIDE NFW A.C. 12 r� i % PO ��' W PROPOSED OFF -SITE CEMENT APPROVAL PAVEMENT PER TYPICAL PAVEMENT SECTION \. ' >• ' O' ' CONCRETE IMPROVEMENTS SHEET C. MATCH EXISTING CONDITIONS AND \2� PROVIDE SMOOTH TRANSITION BETWEEN PARCELS. A0' PER CITY SIDS. p2 \ R=10'TIN EXISTING WATER LINE EXISTING WATER METER AND BOX TO BE REMOVED. CAP SERVICE 1�1_ R ICI, ��, LINE AT PROPERTY LINE. 0-* ' 22 W PROPOSED WATER LINE BY STA. 0#00 4A E.W.N.S. INTERSECTION = EXISTING SANITARY SEWER RY DATE TELEPHONE J-BOXES TO REMAIN , i PRIMARY POWER SERVICE SS PROPOSED SANITARY SEWER CL V EXISTING POWER /fir ' ' t �` O SEE SHEET E-I -- - - - - - - - -NQ DATE REVISION POLE TO (ASPHALT/CONCRETE REPLACEMENT EXISTING STORM DRAIN REMAIN ��' 25 BY CONTRACTOR AS REQUIRED) - - �- - - -- - - - I 5/6188 ADD FENCE, REVISE SIDEWALK WIDTHS AND PARKING PER ARCO, 22 ADD LOT LIGHT, RELOCATE AIR/WATER UNIT TO BEHIND EXISTING FIRE HYDRANT 0 EXISTING SAN. SEW. MH RELOCATED CURB, RELOCATE U/G TANK FILLS, SLIGHTLY TO REMA ° RIM = 406.15 ::::: PROPOSED STORM DRAIN SYSTEM PER REVISE NEW PAVEMENT AT ENTRANCE FROM SUNSET BLVD. 35 �� I.E. = 400.70 (8' W) GRADING AND DRAINAGE PLAN (SHT. C-2) �v 1472.39 I.E. = 400.60 (8' N) 2 /26/88 RELOCATED AIR/WATER UNIT PER ARCO/L.A.-L. IFURUNG 01.47'38" I.E. - 400.50 (8' S) _ ADJUST RIM TO FLUSH COMMON ACCESS EASEMENT AREA 3 6/1/88 REVISED PER CIY REVIEWTH FINISH GRADE. -REC- /00 CH 4S •1 5'49'44" W I(APPROXIMATE RIM - 407.50) 4 7-21-88 ADD POWER CONNECTION 46.10 PROPOSED ASPHALT PAVEMENT EXISTING J-BOX 7/28/88 ADDED CALLOUT PER PUGET POWER MAB J EX REMAIN 5 S 64.55'55" W NO PARKING AREA 16.44' 6 /29/88 REVISED PER CITY REVIEW. -REC- y / 20 °0 EXISTI RIM = I.E. = 396.81 (8' N) I.E. - 396.91 (8' E) I.E. - 396.71 (8' W) 7 08101188 ADDED SIGN LIGHT FIXTURE AND NOTE 32 $ 33 & 34 PER CITY MAB 1" = 20' _ DATE 64-M c C C a tE' V r• 0-0 7; c 0 VC °C c u c w C 44 W C 02 c c L'30 a a � � N O 0 J w • 0 ao L c 0 p V _ 0 Q Z Q Q � - W J ' 0 Z C%) Q W W 'L m W Z W J � a a J Q Z Q � 0 Z Q aS M U) i r W Q co W Z aw. t dot///BB NEW AM/PM two wej. aANt FAC. # 5491 C -'I A rov. 6 of 5 Z 0 Z CD Q 3 Z 0 W Q IL v Z M N to 0 Z J N N O Z ca 0 lil d m Y .ti O o > ~ r o a ® �z zy 1 m � 221 x 34" - PHASE III - MASTER ,r `DESIGN: J.S.G. 9